Loading...
HomeMy WebLinkAbout47298-Z rte;. oS�FFo1,�coG. Town of Southold 8/5/2023 P.O.Box 1179 o • + 53095 Main Rd � S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44418 Date: 8/5/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1900 Bailie Beach Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2021 pursuant to which Building Permit No. 47298 dated 1/6/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement(including attached cabana with wet,bar). attached garage unfinished storage room under,uninhabitable attic, front and rear covered porches, second floor balcony and attached garage as applied for. The certificate is issued to Mazi Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1468 1/23/2023 ELECTRICAL CERTIFICATE NO. 47298 12/21/2022 PLUMBERS CERTIFICATION DATED 12/14/2022a IfTbkng&Hea ing LLC uth ri d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE ? o �o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47298 Date: 1/6/2022 Permission is hereby granted to: Mazi Holdings LLC 149 Dosoris Ln Glen Cove, NY 11542 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals. At premises located at: 1900 Bailie Beach Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 99.-3-13 Pursuant to application dated 12/7/2021 and approved by the Building Inspector. To expire on 7/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,671.20 CO-NEW DWELLING $50.00 Total: $3,721.20 Buil 'ng Inspector pf SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(.5-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mazi Holdings LLC Address: 1900 Bailie Beach Rd city:Mattituck st: NY zip: 11952 Building Permit#: 47298 Section: 99 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MIT Electrical Contracting License No: 61014ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 2 Duplec Recpt 145 Ceiling Fixtures 267 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures Smoke Detectors 9 Main Panel 150X2 A/C Condenser 4 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 90&80 A/C Blower 4 Range Recpt Gas Ceiling Fan Combo Smoke/CO 10 Transfer Switch UC Lights 16' Dryer Recpt G2SX2 Emergency Strobe Heat Detectors 2 Disconnect 4 Switches 114 4'LED Exit Fixtures Sump Pump Other Equipment: Fdridge, Mini Fridge, Micro, Hood, DW, W/D, 2x 150A Panels 30 Circuit, 1- 90A Sub 30 Circuits, 1- 80A Sub 30 Circuits Notes: New Two Story w/ Finished Basement Inspector Signature: Date: December 21, 2022 S. Devlin-Cert Electrical Compliance Form qf so�ryo �o �o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 l/40U191►e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: o �- Building Permit No. a Owner:--t M( +moi �11Q10-y- la� s (Please print) Plumber: k,—e-6- ('-- �u1�►��ji�� �1,� Q-I � (Please pt print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of r. 20—�k JENNIFER FASANO Notary Public State of New York No.01FA6158432 aft Qualified in Suffolk Count My Commission Exp.01/02/2;Z Notary Public,. County o��OF SOUly� L4 T4,41 # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 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: Tnit; 7;c--e DATE 2 fi INSPECTOR - - o�aof SOUTho ! 7 L t V ' QV * # TOWN OF SOUTHOLD BUILDING DEPT. 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 KA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U V4A¢S Alm t c ram ho ,to G r_ :fie LA 43 m ol T�.n r Ue slu L kO va& , " - OP s 0 DATE Z. Z?/ INSPECTOR OE SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] JNSULATION/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: ej llt vV �16�4 P4 l�MC III tom, 4? b vDw v I ffl�;WYVK su�pf6 �OA WA LA o�j� C—a4l iD VILJA AN�ATE 1 t ?r0'3-'� INSPECTOR P)vv-t� c&- �ok�, C04- pF so!/TyO� LL Sq V ` Q # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 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: INI,SYCL2 15AzM xkr Old DATE ANSPECTOR y( Of SOUIyO TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC ION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT [ ] PRE C/O [ ] RENTAL REMARKS. i $� d I I 00'Li DATE 00INSPECTOR ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY (516) 289-24.61 • A2ARCHi6@GMAIL.COM February 24, 2022 D E C I[ I I M E To: Town of Southold Building Department DEC 15 4104E 54375 NY-25 BUILDIFIGDFFT. Southold,NY 11971 TDANOMMMOLD Att: Building Department Re: 1900 Bailie Beach Road, Mattituck NY 11952 Foundation Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rebar installation for the new foundation poured for the new construction at 1900 Bailie Beach Road, Mattituck 11952 (SCTM 1000-99-03-13). The foundation installation and damp proofing in the field matches that which is prescribed in the building permit approved plans. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, QED ARCy/T R.ADFC, Giuseppe Adragna ye �G2 (516) 289-2461 LU co a2archl 6kgmail.com ` 04015 TATFOFIA ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE- MINEOLA - NY (516) 289-2461 • A2ARCH16@GMAIL.COM May 9, 2022 To: Town of Southold Building Department � 54375 NY-25 rz L= L V, Southold,NY 11971 Att: Building Department DEC 1 5 2022 Re: 1900 Bailie Beach Road, Mattituck NY 11952 Framing& Strapping Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the framing installed for the new dwelling at 1900 Bailie Beach Road, Mattituck 11952 (SCTM 1000-99-03- 13). The structural framing and strapping in the field matches the approved plans on file with the Town of Southold. The above referenced work complies with the latest NYS Residential and Building Construction codes and generally accepted practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, 0 ARC 4U R. Giuseppe Adragna (516) 289-2461 a2archl6@gmail.com > 0407 0 TF 0 F N ADRAGNA DESIGNS,LLC.. -1527 FRANKLIN AVENUE - MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE- MINEOLA - NY (516) 289-2461 • A2ARCH16@GMAIL.COM July 11, 2022 To: Town of Southold Building Department r-j ) -::73 'zn L 54375 NY-25 J U Southold,NY 11971 DEC 1 5 2022 Att: Building Department T',"rTITLDPN-G' DEPT. SWUUMEIIOLD Re: 1900 Bailie Beach Road, Mattituck NY 11952 Plumbing Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rough plumbing installed for the new dwelling at 1900 Bailie Beach Road, Mattituck 11952 (SCTM 1000-99-03-13). 1 also certify that to the best of my professional knowledge the plumbing was completed in conformity with the most current NYS Plumbing and Building Code and generally approved construction practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ED ARC/ Giuseppe Adragna QS R. (516) 289-2461 cL co a2archl6gamail.com > (P 7'x 040751 yO O F N ADRAGNA DESIGNS,LLC.. 1527 FRANKLIN AVENUE - MINEOLA NY (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM July 25, 2022 f ^ To: Town of Southold Building Department E t 54375 NY-25 Southold,NY 11971 LR- 3 DEC 1 5 2022 Att: Building Department Re: 1900 Bailie Beach Road, Mattituck NY 11952 Insulation Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the insulation installed for the new dwelling at 1900 Bailie Beach Road, Mattituck 11952 (SCTM 1000-99-03- 13). I further certify that the work performed in the field matches that which is prescribed in approved plans. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, D ARC'�'i Giuseppe Adragna QE 4,0 �FC) (516) 289-2461 �v� �Q. 7 A a2arch16ngmail.com _��►- D 040751 TF OF NES ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM ✓✓✓✓ J Mazi Holdings LLC 149 Dosoris Lane AUG - 2 2023 Glen Cove NY 11542 August 2, 2023 pT1j'T)1NG DEPT. 17` ITT ':'; Mr.John Jarski, Deputy Chief Building Inspector Town of Southold Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 Re: 1900 Bailie Beach Rd, Mattituck NY Affidavit for Chapter 236 and Landscaping Dear Mr.Jarski, In response to your inspection comments of 3/6/2023,this letter serves to inform you of full compliance with Chapter 236,Soil Stabilization and landscaping requirements;to this end, all storm water control structures have been placed as shown on the approved Site Plan for the house, including the landscaping and ground cover. In addition, attached you will find the Trustees approval letter with regards to bluff clearances and "no turf zone". Copies of the pictures indicating compliance/corrections relating to your inspection comments regarding the rail installation for stairs to the pool deck and sheetrock ceiling under the main stair, are included. Thank you for all your assistance and looking forward to issuance of the Certification of Occupancy; should you require anything further, please advise. Sincerely,fi �,--, d,�66- z, rios Malakidis, PE Managing Member 5 t ✓Y s- J y ..e r t } j�ao �'�ie 8�a-car l�� ��� ���L �`� �,� � � ,� � �� A`�r � �'t1,��.��� T'.-� , . r i;- liw O�Ejlr�,e .-................. GreenWorks Energy Specialist :lne. ►,� 51 Avery Rd, Wooclbttiy NY 11797 To whom it may concern: I,AJ Afkham,a certified IECC/HERS Compliance Specialist,RESNET#2946623 and ICC#9517146,was hired as a third-party verifier to perform a blower door test for the Single Family Home at the 1900 Bailie Beach Rd,Mattituck,NY,for IECC 2018 Code compliance (IECC 18 Env.Leakage). 1 conduct a Multi-Point Blower Door test,and the Blower Door numbers are well within the NY IECC 18 Env(1.73 ACH).A copy of the test results is included in this report.Don't hesitate to get in touch with me with any questions. /A. Apfl ham reenWor s Energy e: e �� i�eei .listq Inc. � °.� � 51.6-967-6959 x. y i ° ti Envelope Leakage Test Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkham Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury, NY 11797 Email: AJ@HERSrating.us Phone:516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 1900 Bailei Beach Rd,final Name: Address: 1900 Bailie Beach Rd Address: 1900 Bailie Beach Rd Mattituck, NY 11952 Mattituck,NY 11952 Geo-Tag Data: Latitude:41.017122 Longitude:-72.551405 Timestamp:2023-01-27 1//02 Measured Leakage: 1.73 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Targe Pass Test ID: Envelope Infiltr 'on Test Purpose of Test: NY IECC 18 Env. Le age Measured CFM50: 2,534.7(+/-0.5%) Effective Leakage Area: 140.8 int Building Volume: 87,925.0 ft3 Enclosure Surface Area:0.0 ft' Coefficient(C): 202.8(+/-4.5%) Exponent(n):0.646(+/-0.012) Correlation Coefficient: 0.99982 Test Standard: ASTM E779(single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp:68°F Post Indoor Temp:68°F Pre Outdoor Temp:40°F Post Outdoor Temp:40°F Altitude: 16.0 ft Time Average Period:30 seconds Test Date and Time: 2023-01-27 15:44:16 4000 3000 ® Depressurize -- m 2000... .......?. Y y J i p g : rn 1g$ J- 800--------------.. ..........' .__:...._._.._........._.... ------ ---- ... � 700. ....._.__.,.._.,. '.... ..i, , m 600... i 500... .............. ......:... ... . ...................... 400., __.?....._. _ _..._;__ m...__.._ _.._.._..._._._.... .._... ...' 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) I ■ Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldg_(Pa) Fan(Pa) Flow(cfm) Config Baseline -1.6 -60.0 -59.7 -58.3 -36.3 2,922.8 Open Fan -54.0 -54.9 -53.4 -32.7 2,778.2 Open Fan -48.0 -50.2 -48.8 -28.8 2,610.8 Open Fan -42.0 -44.4 -42.9 -24.4 2,409.9 Open Fan -36.0 -34.3 -32.9 -130.9 2,047.1 Ring A -30.0 -33.4 -32.0 -124.3 1,996.3 Ring A -24.0 -28.0 -26.6 -96.1 1,760.7 Ring A -18.0 -22.4 -20.9 -70.0 1,508.4 Ring A Baseline -1.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial* 11964 Calibration Date:2022-08-03 Deviations from Standard: o The interval between building pressures is greater than 10 Pa. Comments: None Report by TEC Auto Test 1.8.0(210),©2021 The Energy Conservatory, Inc. Page 2 of 2 Load Short Form Job: 1900 Bailie Beach Road,.:. Wr.j9h soft!, Date: August 17,2021 AH 1 Basement By: Josh Pubnan Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Ave,Vero Beach,Fl 32966 Phone:(800)810-3280 ® - For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net ® - • "'Iff6rMifibn Htg Clg Infiltration Outside db(°F) 12 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant(Fin Make Ruud/FirstCo. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1418AJ1 NA AHRI ref 204544190 Coil 18HBXBX HW AHRI ref M47225 Efficiency 95.2AFUE Efficiency 11.0 EER,14 SEER Heating input 180000 Btuh Sensible cooling 12312 Btuh Heating output 168000 Btuh Latentcooling 4788 Btuh Temperature rise 255 OF Total cooling 17100 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.065 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Gg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) Gym Rec Room 1092 7296 3149 222 206 Mechanical 256 1189 0 36 0 Lounge 1278 5793 3256 176 213 Bs Bath 84 316 275 10 18 Cabana 276 2529 914 77 60 Bs Stairs 88 0 0 0 0 G Bath 48 131 92 4 6 Guest Room 298 2495 1501 76 98 G Cl 13 0 0 0 0 Ch 16 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriight5oIft- 2021-Nov-01 17:22:41 MIM`%dM,'-:ce>4iMoayCduy+my RightSuite®Universal 2021 21.0.08 RSU16998 Page 1 �k...n Group\1900 Bailie Beach Road Matlituck Wrup Calc=MJB faces:SE AH 1 Basement 3448 19749 9186 600 600 Other equip loads 11425 3096 Equip.@ 1.00 RSM 12283 Latent cooling 4253 TOTALS 3448 31174 16536 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. `wrigh soft 2021-Nov-01 17:22:41 .KLUidwls—'»ce1GtA lyCorgn�y' Right-Suite®Universal 202121.0.08RSU16998 Paget AM...n Group\1900 Sallie Beach Road Matbtuck NY.rup Calc=MJ8 faces:SE , y Jab: 1900 Bailie Beach Road,... wr hboftll Load Short Form pate: August 17,2021 AH 21st Floor By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Me,Vero Beach,R 32966 Phone:(800)810.3280 Prp' ject Informatipiri For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net � - • o • Htg Clg Infiltration Outside db(°F) 12 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 27 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Ruud/FirstCo. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1448AJl NA AHRI ref 204544190 Coil 48HBXBX HW AHRI ref M48377 Efficiency 95.2AFUE Efficiency 12.2 EER,14 SEER Heating input 180000 Btuh Sensible cooling 31850 Btuh Heating output 168000 Btuh Latentcooling 13650 Btuh Temperature rise 100 OF Total cooling 45500 Btuh Actual airflow 1533 cfm Actual airflow 1533 cfm Airflowfactor 0.034 cfmBtuh Airflowfactor 0.055 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Gg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) Great Room 537 6833 7834 233 431 Study 198 4695 2302 160 127 Hall CI 27 0 0 0 0 Pantry 58 1437 146 49 8 Kitchen 487 3640 4126 124 227 Foyer 138 2916 1113 99 61 Pwdr 51 2974 1087 101 60 Hall 45 0 0 0 0 Stairs 98 0 0 0 0 Master Bath 118 1722 599 59 33 Hallway 180 0 0 0 0 Laundry 95 1633 908 56 50 Master G 85 1616 369 55 20 M Hall 110 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. :Uvrj8ht90.ft'° Ri htSuite®Universal202121.0.08RSU16998 2021-Nov-01 17:22:41 nc+: Page nGrou1 wp\1900Bailie Beach Road Mattltud<NY.rup Calc=NUB faces:SE Master Bedroom 250 6445 4721 220 260 Mud Room 135 3905 1172 133 64 Family Room 326 7176 3497 245 192 AH 21st Floor 2935 44991 27876 1533 1533 Other equip loads 15088 2916 Equip.@ 1.00 RSM 30792 Latent cooling 10778 TOTALS 2935 60079 41570 1533 1533 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 414-rnrrtghtsoft- 2021-Nov-0117:22:41 ►• ' a.,u• u=�> u® u»ws RightSuiteOUniversal 202121.0.08RSU16998 Page4 ...n Group\1900 Bailie Beach Road Mattituck NY.rup Calc=MJB faces:SE Load Short Form Job: 1900 Bailie Beach Road,... : rig�'t�sfl� Date: August 17,2021 AH 3 Master Bed 3 By. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Me,Vero Beach,Fl 32966 Phone:(800)810-3280 • • - • • For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net D • • • Htg Clg Infiltration Outside db(°F) 12 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 27 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Ruud/First Co. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1430AJl NA AHRI ref 204544190 Coil 30HBXBX HW AHRI ref M47871 Efficiency 95.2AFUE Efficiency 11.0 EER,14 SEER Heating input 180000 Btuh Sensible cooling 20020 Btuh Heating output 168000 Btuh Latentcooling 8580 Btuh Temperature rise 161 OF Total cooling 28600 Btuh Actual airflow 953 cfm Actual airflow 953 cfm Airflowfactor 0.036 cfm/Btuh Airflowfactor 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Cig load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) Master Bedroom 3 304 9457 5183 337 285 Kids Bunk 1 202 2937 2493 105 137 M Wic 3 62 402 94 14 5 M Hall 3 74 0 0 0 0 M Bath 3 103 1981 660 71 36 Bedroom 1 189 4572 2872 163 158 CI 1 20 0 0 0 0 Kids We 28 0 0 0 0 Kids Bath 50 758 422 27 23 Hall Bath 60 1120 623 40 34 Rec Room 202 3166 3676 113 202 Hallway 2 224 2352 1304 84 72 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w. 'wrighltsoir- 2021-Nov-0117:22:41 �+ ,a Right-Suite@ Universal 2021 21.0.08 RSU16998 Page 5 ...n Group\1900 Bailie Beach Road Mattitudc Wrup calc=wB faces:SE AH 3 Master Bed 3 1516 26746 17327 953 953 Other equip loads 7952 2592 Equip.@ 1.00 RSM 19919 Latent cooling 6896 TOTALS 1516 34697 26814 953 953 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 40-wrlghtaoftO 2021-Nov-01 17:22:41 , K,u :.ca,:.sawaa,;wwmq RightSuite®Universal 2021 21.0.08 RSU16998 Page 6 ...n GroupM00 Bailie Beach Road Matlit ick NY.rup Calc=MJB faces:SE Load Short Form Job: 1900 Bailie Beach Road,... Wrigh'goft: Date: August 17,2021 AH 4 Master Bed2 By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd/Me,Vero Beach,Fl 32966 Phone:(800)810-3280 %Project lInformatl6h'..". For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net .-Design • • Htg Clg Infiltration Outside db(°F) 12 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 60 11 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 27 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Ruud/FirstCo. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1424BJl NA AHRI ref 204544190 Coil 24HBXBX HW AHRI ref M47535 Efficiency 95.2AFUE Efficiency 11.5 EER,14 SEER Heating input 180000 Btuh Sensible cooling 15960 Btuh Heating output 168000 Btuh Latentcooling 6840 Btuh Temperature rise 191 OF Total cooling 22800 Btuh Actual airflow 800 cfm Actual airflow 800 dim Airflowfactor 0.035 cfmBtuh Airflowfactor 0.060 dm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (dm) Kids Bath 2 52 1189 1031 41 62 Kids Bunk 2 194 3526 2807 123 168 K wic 2 33 0 0 0 0 Hall Ln 68 1708 964 59 58 M Wic 70 769 116 27 7 Master Bedroom 2 293 9350 6122 325 367 M Bath 2 100 2438 1079 85 65 M Hall 2 54 0 0 0 0 Stairs 2 68 0 0 0 0 Stairs Area 127 4022 1219 140 73 Hall 3 94 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4' -:Wlrightso 2021-Nov-01 17:22:41 xwsrz»-„R,.u„«>vwnie..cM<ro Right-Suite®Universal 2021 21.0.08 RSU16998 Page 7 ...n Group\1900 Bailie Beach Road Mattituck Wrup Calc=MJB faces:SE AH 4 Master Bed2 1153 23002 13338 800 800 Other equip loads 7227 2376 Equip.@ 1.00 RSM 15714 Latent cooling 5386 TOTALS 1153 30229 21100 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-01 17:22:41 MOC�BMII � Ri htSuite®Universal202121.0.08RSU16998 .::.:Acura+:dsn:x.:.>xr�e,n�ea.rae;q 9 Page ...n Group\1900 Bailie Beach Road Mattltud<NY.rup Calc=WB faces:SE Project Summary Job: 1900 Bailie Beach Road,... v�►1"tgh'�Styi `° Date: August 17,2021 AH 1 Basement By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 62ndFve,Vero Beach,Fl 32966 Phone:(800)810-3280 • • • For: Dimitri Malakidis,Emis Construction Email:dimitdma@optonline.net Notes: 1900 Bailie Beach Road,Mattituck,NY Dd9i'qn-1hf6tffiabbn Weather. Long Island MacArthurAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 86 OF Inside db 72 OF Inside db 75 OF Design TD 60 OF Design TD 11 OF Daily range L Relative humidity 50 % Moisture difference 31 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19749 Btuh Structure 9186 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(118 cfm) 7806 Btuh Central vent(118 dm) 1390 Btuh Outside air Outside air Humidification 3619 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 31174 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12283 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 1768 Btuh Ducts 0 Btuh Central vent(118 dm) 2485 Btuh Heating Cooli Outside air Area(ft') 3448 34448 Equipment latent load 4253 Btuh Volume(fP) 3908 3908 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 16536 Btuh Equiv AVF(dm) 7 3 Req.total capacity at 0.72 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Slant(Fin Make Ruud/First Co. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1418AJ1 NA AHRI ref 204544190 Coil 18HBXBX HW AHRI ref M47225 Efficiency 95.2AFUE Efficiency 11.0 EER,14 SEER Heating input 180000 Btuh Sensible cooling 12312 Btuh Heating output 168000 Btuh Latentcooling 4788 Btuh Temperature rise 255 OF Total cooling 17100 Btuh Actual airflow 600 cfrn Actual airflow 600 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.065 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W,C9E7'h.50' '" 2021-Nov-01 17:22:41 "=+' •« ew «.,,ntw aP• , Right-SuiteO Universal 2021 21.0.08 RSU16998 Page 1 $:...n Group\1900 Bailie Beach Road Mathtudc NY.rup Calc=NIJB faces:SE • Project Summary Job: 1900 Bailie Beach Road,... - -:wrights+�►'�t. Bate: August 17,2021 AH 21st Floor By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1680 82nd Fye,Vero Beach,Fl 32966 Phone:(800)810-3280 • - 0 • For: Dimitri Malakidis,Emis Construction NY Email:dimitdma@optonline.net Notes: 1900 Bailie Beach Road,Mattituck,NY -06si'C161 6 ation Weather. Long Island MacArthurAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 86 °F Inside db 72 °F Inside db 75 °F Design TD 60 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 grab Heating Summary Sensible Cooling Equipment Load Sizing Structure 44991 Btuh Structure 27876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(103 cfm) 6792 Btuh Central vent(103 cfm) 1209 Btuh Outside air Outside air Humidification 8295 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 60079 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30792 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 8616 Btuh Duds 0 Btuh Central vent(103 cfm) 2162 Btuh Heating Cooling Outside air Area(ft2) 2935 2935 Equipment latent load 10778 Btuh Volume(ft') 29351 29351 Air changes/hour 0.19 0.06 Equipment Total Load(Sen+Lat) 41570 Btuh Equiv AVF(ctm) 95 29 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Slant(Fin Make Ruud/First Co. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1448AJl NA AHRI ref 204544190 Coil 48HBXBX HW AHRI ref M48377 Efficiency 95.2AFUE Efficiency 12.2 EER,14 SEER Heating input 180000 Btuh Sensible cooling 31850 Btuh Heating output 168000 Btuh Latent cooling 13650 Btuh Temperature rise 100 °F Total cooling 45500 Btuh Actual airflow 1533 cfrn Actual airflow 1533 chn Airflowfador 0.034 cfm/Btuh Airflowfador 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. „ - writ 2021-Mov-0117:22:41 "`­e `� e�,,.�<.»w Right-Suite®Universal 202121.0.08RSU16998 Paget ...n Group\1900 Bailie Beach Road Matlituck Wrup Calc=W8 faces:SE W Pro'ect Summa Job: 1900 Bailie Beach Road,... fuvlrrighfi�tc 4 AH 3 Master Bed 3 Date: Josh Putman tm n Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Me,Vero Beach,Fl 32966 Phone:(800)810-3280 Pr-djLxt Inform, • For: Dimitri Malakidis,Emis Construction NY Email:dimitdma@optonline.net Notes: 1900 Bailie Beach Road,Mattituck,NY Desigh Information Weather. Long Island MacArthurAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 86 OF Inside db 72 OF Inside db 75 OF Design TD 60 OF Design TD 11 OF Daily range L Relative humidity 50 % Moisture difference 31 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23265 Btuh Structure 15274 Btuh Ducts 3481 Btuh Ducts 2052 Btuh Central vent(75 cfm) 4974 Btuh Central vent(75 cfm) 886 Btuh Outside air Outside air Humidification 2978 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 34697 Btuh Use manufacturer's data y Rate/swingmultiplier 1.00 Infiltration Equipmensensible load 19919 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 4129 Btuh Ducts 1183 Btuh Central vent(75 cfm) 1583 Btuh Heating Cooling Outside air Area(ft') 1516 1516 Equipment latent load 6896 Btuh Volume(ft) 13641 13641 Air changes/hour 0.18 0.09 Equipment Total Load(Sen+Lat) 26814 Btuh Equiv.AVF(cfm) 41 20 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Slant/Fin Make Ruud/First Co. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1430AJl NA AHRI ref 204544190 Coil 30HBXBX HW AHRI ref M47871 Efficiency 95.2AFUE Efficiency 11.0 EER,14 SEER Heatinginput 180000 Btuh Sensible cooling 20020 Btuh Heating output 168000 Btuh Latent cooling 8580 Btuh Temperature rise 161 OF Total cooling 28600 Btuh Actual airflow 953 cfin Actual airflow 953 cfm Airflowfactor 0.036 cfm/Btuh Airflowfactor 0.055 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -#W Wrig11+t.saf , 2021-Nov-0117:22:41 "�`c •mow r mow.. ,„r Right-Suite®Universal 202121.0.08RSU16998 Page ...n Group\1900 Bailie Beach Road Mattitudc NY.rup Calc=MJB faces:SE l Pro ect Summa Job: 1900 Bailie Beach Road,... ' 1N1'I'N'1'�St)'�. J fY nate: nt,yt,st 17,2oz1 AH 4 Master Bed2 W. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 62nd Ate,Vero Beach,Fl 32966 Phone:(800)810-3280 Project • • For: Dimitri Malakidis,Emis Construction NY Email:dimitdma@optonline.net Notes: 1900 Bailie Beach Road,Mattituck,NY Design lhformati6h Weather. Long Island MacArthurAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 86 OF Inside db 72 OF Inside db 75 OF Design TD 60 OF Design TD 11 OF Daily range L Relative humidity 50 % Moisture difference 31 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20451 Btuh Structure 11808 Btuh Ducts 2550 Btuh Ducts 1529 Btuh Central vent(57 cfm) 3763 Btuh Central vent(57 cfm) 670 Btuh Outside air Outside air Humidification 3465 Btuh Blower 1707 Btuh Piping 0 Btuh Equipmentload 30229 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15714 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3299 Btuh Duds 889 Btuh Central vent(57 cfm) 1198 Btuh Heating Cooling Outside air Area(ft') 1153 1153 Equipment latent load 5386 Btuh Volume(ft') 10377 10377 Air changm/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 21100 Btuh Equiv.AVF(cfm) 44 19 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Slant/Fin Make Ruud/First Co. Trade SLANT/FIN Trade RUUD Model VGH-200-CO Cond RA1424BJl NA AHRI ref 204544190 Coil 24HBXBX HW AHRI ref M47535 Efficiency 95.2AFUE Efficiency 11.5 EER,14 SEER Heating input 180000 Btuh Sensible cooling 15960 Btuh Heating output 168000 Btuh Latentcooling 6840 Btuh Temperature rise 191 OF Total cooling 22800 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Airflowfador 0.035 cfm/Btuh Airflowfador 0.060 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r� 2021-Nav-0117:22:41 Right-Suite®Universal 202121.0.O6RSU16998 Page4 AM n Group\1900 Bailie Beach Road MatlituckWrup Calc=MJB faces:SE N tE� I'e Basement t•; t.., h, Y ;iit53�: �L C: .true ...... .:.....:<:. «•:_..,,: .::-. ---.., >::LCG el�5,:,:. ...-..,.---':_,, L:°j S`ii;':};azs'": Y53;3:Yi:re-:YY:% a?:•xix?':.{o�tt_:> 214�fi23' "i 8X8 .-._ ,-.- ...... ...,. `'Y:::x�i s:'.;}>;,+r '.':: : '..'.,:,.�c .t ':>.. ., 'z'=z'2i35:j':•3?y. .:5:%8:`t. .:-,:' -74 '--'-... „,µ,t•;5, .::--- si 1 -"?'?'s"'i:-i'.�:..; ..-hd8Cfid8 Gy'.:,,=:':<: •`ai`2<is.'=_i.%=:y=.}; i; 8X4 :i:.�•?». 360411 L t11 dmf . Job#: 1900 Bailie Beach Road, Mattituck,... Webreps LLC Scale: 1 : 165 Performed by Josh Putman for: Page 1 Dimitri Malakidis 1880 82nd Ave Right Suite®Universal 2021 Vero Beach,FI 32966 21.0.08 RSU16998 NY Phone:(800)810-3280 2021-Nov-01 17:22:58 lie Beach Road Mattituck NY.rup dimitrima o tonlinexe N Is' Main Floor ,,ery .`��l' '.z"✓>,� .;'�'• .:Cx10 �2JzY:: „. ��,����:,� .C! - .... \"� � 319ti�ed�x„'•, 'i - n; ,ruini:'goom::,:,; �; ',r ;s,... y�; `:�.<�:z;F: ,5''•,, <;''� ;'• r; ^1Z. ;.,�rr .•:cF; y '74x9;�a'"`ru ,1'r" �`': ` S `?2x6:,;'� y ; � <= .� �'�",�,� � 1s�1957�'> �•;° •YCS.�:.�` .�a✓a' .., ' �Y/9 <.� r �� """t� �' Pg2=�k'�.�^'�:�'�°v'>� �s,"-„ ,yf”. :? <'} s i 713c'F ��''�.<' .'.�•;+<`;,,,,'„ �" yi, YZI(6 a �r$>> * �; ,.d,:. ;' S<:s, ' N, Allw�4.s -t,,�s'^•:-Sv,,;, :E .g y• A .,YWA f`'' ?s' `h`, .,`.;�, `,:a�:,'�.„^ "..'w £v.;��? .;�`?.�•�'• ',�: `." ��;•�,�'.:' � rF ''Igtctian. „��".�,'x u:�2!- � JJtgf� i. `�', -n��� �`zs WS .. ;,a5,..>,�§ .�:':�'z- f,<f�'.'Y• :x:, rF' .' '"' k'��'z� s,,R%v.,..�,a: "'y'p F^ ,,,;yip3XtChls`v,� ,., Y�"%�g� .r>.;::; ':^'„r` �:�"^,.„^.'yz�.�:�.�'w�3.:. .•.S�y'�•:.,.;.e• ;',^sR',.�>. ,. � a�'x;<•s ,r �"',,� `c�,`�9mt� ;<r�s m+jk ,=� ., a%�`:� s�1.�� ^��... v"��;�• a,<�,y',u� =fir 3 <.< Masierq.`:a r);,,:..;,,. s�-�. .i _f+a,.'`' \' <C -iFis'.^r s ,;,., � z$''^, -,^�:.:v 'h �.✓ ,s., .:- exa -7 :� ...,e 55ehn y?'`��"� � p:='•. � ,'itt7,9�Z�°ka :�.;,�'-Pa�'•y<�.:c s;�cs�,s�`'t.�,^.": s30x"8g > �� '�� „ ,, � �aA sky z. s 'r"', t,,,, 99chrr � R�a�f• .. �,�";hft;".;'� s Y ,�,,�Fh -4 �, 'pk�4' ` t � �F� �`€ �ry '�„��.c �eG 9��9Rx6..5 :•�t,� ,��x�"�;L t� :s;'� N�;a,�"�'`�z �r N r `,Swd3 z Y �. n� s „? y �nrcn a. <Blahs .Ni aAnyry' f 1,10a3Xc0rs'a � a+ R GARAGE Job#: 1900 Bailie Beach Road, Mattituck,... Webreps LLC Scale: 1 : 165 Performed by Josh Putman for: Page 2 Dimitri Malakidis 1880 82nd Ave Right Suite®Universal 2021 Vero Beach,FI 32966 21.0.08 RSU16998 NY Phone:(800)810-3280 2021-Nov-01 17:22:58 ...Ole Beach Road Mattituck NY.rup dimitrima o tonline.ne N Second Floor '.•':10X6:� ... Ny'• 3• n; 10xscin '•' Y;- •6faStBfBEdIWtn ":�"•<';<,rh:.' 62168 MaslerHedinamY':; ✓ioxs / . :a. r •c .. •.� 5.:., :.-<. .... ......... ,.10x6 e,r6 .. ..�.�,...., xr6 wC "S" yds. 4. 14 •IC'Ws bunk ,. ' kXX ttrn' u`h:s M; 4`i mx < '•'°<.:R;,.<z c:. ;F' :;cr:' sVlt !.'H'°3X8:yY- .b W"! zv'" 5., 20,. sR',':'`:a,..�,�rtyx..•• `'7., a'^r cirt ...: •.<v�...'...e..ras xt'-' ... �:- `"' -= ..•,a,::e"'7."g- ;•tel, ,x 7.� Et }• - Tat.:.:, , r - �..i: ,z;�) :.3x4' 8§fihn�:•i'� x'::::.:., Ji; ':`Bedioomt `u ,;yc. „4D. q:., '9'fdti:-.. lid F41 ..(Alit Job M 1900 Bailie Beach Road, Mattituck,... Webreps LLC Scale: 1 : 165 Performed by Josh Putman for: Page 3 Dimitri Malakidis 1880 82nd Ave Right Suite®Universal 2021 Vero Beach,FI 32966 21.0.08 RSU16998 NY Phone:(800)810-3280 2021-Nov-01 17:22:59 ...die Beach Road Mattituck NY.rup dimitrima@optonline.net �a Manual S Compliance Report Job: 1900 Bailie Beach Road,... ,wr' htsof m Date: August 17,2021 AH T Basement By. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1680 82nd{Le,Vero Beach,Fl 32966 Phone:(800)810-3280 Project. • • For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net • ® • o • Design Conditions Outdoor design DB: 85.77 Sensible gain: 12283 Btuh Entering coil DB: 79.8°F Outdoor design WB: 71.9°F Latent gain: 4253 Btuh Entering coil WB: 65.4°F Indoor design DB: 75.07 Total gain: 16536 Btuh Indoor RH: 50% Estimated airflow: 600 ch Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Ruud/FirstCo. Model: RA1418AJ1NA+18HBXBXHW Actual airflow: 600 ch Sensible capacity: 12312 Btuh 100%of load Latent capacity: 4788 Btuh 113%of load Total capacity: 17100 Btuh 103%ofload SHR: 72% • • • Design Conditions Outdoor design DB: 11.9°F Heat loss: 31174 Btuh Entering coil DB: 59.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Slant/Fin Model: VGH-200-CO Actual airflow: 600 cfm Output capacity: 168000 Btuh 539%of load Meets all requirements ofACCA Manual S. *i11 ri2021-Nov-01 17:22:41 .. 0.P1uKOvh a+f4Nw'gOivpfry R1ghtSuite®UnWer.12021 21.0.08 RSU16998 Page 1 ACC$k.,.n Group\1900 Bailie Beach Road Mattitudc NY.rup Calc=MJ8 faces:SE - f.t Manual S Compliance Report Job: 1900 Bailie Beach Road,... ("��1 EI soft Date: August 17,2021 AH 21st Floor By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Me,Vero Beach,Fl 32966 Phone:(800)810-3280 Projed InformMidn For: Dimitri Malakidis,Emis Construction NY Email:dimitdma@optonline.net Codin®.Iauipmerft Design Conditions Outdoor design DB: 85.7'F Sensible gain: 30792 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.9'F Latent gain: 10778 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 41570 Btuh Indoor RH: 50% Estimated airflow 1533 cfrrl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Ruud/FirstCo. Model: RA1448AJ1NA+48HBXBX HW Actual airflow: 1533 cfm Sensible capacity: 31850 Btuh 103%of load Latent capacity: 13650 Btuh 127%of load Total capacity: 45500 Btuh 109%of load SHR: 70% Heptin.g Equipiment Design Conditions Outdoor design DB: 11.97 Heat loss: 60079 Btuh Entering coil DB: 67.9'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Slant(Fin Model: VGH-200-CO Actual airflow: 1533 cfm Output capacity: 168000 Btuh 280%of load Meets all requirements ofACCA Manual S. wrightsa t1 2021-Mov-0117:22:41 {. nwceae«caoawiwtwvi Right-Suite®Universal 202121.0.08RSU16998 Paget ...n Group\1900 Bailie Beads Road Mattitudc Wrup Calc=WB faces:SE Manual S Compliance Report Job: 1900 Bailie Beach Road,... + .Wri�ghtsoftlDate: August 17,2021 AH 3 Master Bed 3 By. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd NNe,Vero Beach,Fl 32966 Phone:(800)810-3280 Prdjeat1nfbrriiati6h. For: Dimitri Malakidis,Emis Construction NY Email:dimitdma@optonline.net • ® •, Equipment Design Conditions Outdoor design DB: 85.7'F Sensible gain: 19919 Btuh Entering coil DB: 77.7'F Outdoor design WB: 71.9°F Latent gain: 6896 Btuh Entering coil WB: 64.2'F Indoor design DB: 75.0°F Total gain: 26814 Btuh Indoor RH: 50% Estimated airflow 953 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Ruud/First Co. Model: RA1430AJ1NA+30HBXBX-HW Actual airflow: 953 cfm Sensible capacity: 20020 Btuh 101%ofload Latent capacity: 8580 Btuh 124%ofload Total capacity: 28600 Btuh 107%ofload SHR: 70% • • • Design Conditions Outdoor design DB: 11.97 Heat loss: 34697 Btuh Entering coil DB: 66.8'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Slant(Fin Model: VGH-200-CO Actual airflow: 953 cfm Output capacity: 168000 Btuh 484%of load Meets all requirements ofACCA Manual S. Wt Igtt01 2021-Nov-01 1722:41 "' RNRK•fd.Yi•aa4ellswytHtyi<y Right-SuiteRO Universal 202121.0.08RSU16998 Page ...n Groupl1900 Bailie Beach Road Matbtuck NY.rup Calc=WB faces:SE a Manual S Compliance Report Job: 1900 Bailie Beach Road,... �1/CIQf�� SQf Irate: August 17,2021 AH 4 Master Bed2 By. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Ade.Vero Beach,Fl 32966 Phone:(800)810-3280 -Project iormation For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net • • ing Et • Design Conditions Outdoor design DB: 85.7°F Sensible gain: 15714 Btuh Entering coil DB: 77.9'F Outdoor design WB: 71.9°F Latentgain: 5386 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 21100 Btuh Indoor RH: 50% Estimated airflow. 800 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Ruud/First Co. Model: RA1424BJ1 NA+24HBXBX HW Actual airflow: 800 elm Sensible capacity: 15960 Btuh 102%of load Latent capacity: 6840 Btuh 127%of load Total capacity: 22800 Btuh 108%ofload SHR: 70% 'Heating • •ment Design Conditions Outdoor design DB: 11.9'F Heat loss: 30229 Btuh Entering coil DB: 67.3°F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Slant/Fin Model: VGH-200-CO Actual airflow: 800 cfm Output capacity: 168000 Btuh 556%of load Meets all requirements ofACCA Manual S. 2021-Nov-01 17:22:41 ,' wCifgtPttso6t� R htSuite®Universal202121.0.08RSU16998 nwre-romnm:seeu«„ ;i 9 Page 4 «i�1...n Group\1900 Bailie Beach Road Matbtuck NY.rup Calc=MJB faces:SE - t�, r Duct System Summary Job: 1900 Bailie Beach Road,- WelghisO Date. August 17,2021 AH I Basement By. Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Me,Vero Beach,n 32966 Phone:(800)810-3280 0 - For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.287/0.073 in H2O 0.287/0.073 in H2O Lowest friction rate 0.119 in/100ft 0.119 in/10011 Actual airflow, 600 cfm 600 cfm Total effective length(TEL) 302 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Ch) FR (in) (in) Mat! Ln(ft) Ln(ft) Trunk Be Bath c 275 10 18 0.167 4.0 Ox 0 VIFx 32.0 140.0 st5 Cabana h 2529 77 60 0.143 5.0 Ox 0 VIFx 45.7 155.0 st5 G Bath C 92 4 6 0.134 4.0 Ox 0 VIFx 63.5 150.0 st4 Guest Room C 1501 76 98 0.131 6.0 Oxo VIFx 79.0 140.0 st4 Gym Rec Room h 3648 111 103 0.119 6.0 Ox 0 VI Fx 80.0 160.0 st4 Gym Rec Room-A h 3648 111 103 0.128 6.0 Ox 0 VIFx 93.5 130.0 st4 Lounge c 1085 59 71 0.145 5.0 Ox VIFx 22.5 175.0 st4 Lounge-A C 1085 59 71 0.133 5.0 Oxo VIFx 50.5 165.0 st4 Lounge-B c 1085 59 71 0.151 5.0 OXO VIFx 29.5 160.0 st5 Mechanical h 1189 36 0 0.147 4.0 Oxo VIFx 19.5 175.0 st4 'IMMILom ® ® Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (dim) FR (fpm) (in) (in) Material Trunk st4 PeakAVF 455 451 0.119 819 9.9 8 x 10 ShWetl st5 PeakAVF 145 149 0.143 594 6.3 6 x 6 ShtMetl ,�r.1 i�7t5tm " 2021-Nov-0117:22:41 +ti. .. di,iart RightSuite®Universal 2021 21.0.06 RSU16998 Page 1 n Group\1900 Bailie Beach Road Mattituck NY.rup Calc=MJB faces:SE Return ® - • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat! Trunk t2 Ox 0 600 600 61.5 0.119 561 14.0 Ox 0 VIFx w.rIgh.�oftw 2021-Nov-0117:22:41 RightSuite®Universal 2021 21.0.08 RSU16998 Page 2 ...n Group11900 Bailie Beach Road Matlituck Wrup Calc=MJB faces:SE Duct System Summary Job: 1900 Bailie Beach Road,... WI"It„�h''. of Date: August 17,2021 AH 21St Floor By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 82nd Fve,Vero Beach,Fl 32966 Phone:(800)810-3280 ri 9jedt For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.192/0.168 in H2O 0.192/0.168 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual airflow 1533 cfm 1533 cfm Total effective length(TEL) 447 ft 00V, Design Htg CA Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk FamilyRoom h 3588 122 96 0.083 6.0 Oxo VIFx 83.0 150.0 st18 Family Room•A h 3588 122 96 0.081 6.0 Ox 0 VIFx 68.5 170.0 st18 Foyer h 2916 99 61 0.107 6.0 Ox 0 VIFx 15.0 165.0 st3 Great Room c 3917 116 215 0.097 8.0 Oxo VIFx 39.0 160.0 st15 Great Roorn-A c 3917 116 215 0.118 8.0 Oxo VIFx 23.0 140.0 st2 Kitchen c 2063 62 113 0.094 6.0 Ox 0 VIFx 54.0 150.0 st16 Kitchen-A c 2063 62 113 0.084 6.0 Ox 0 VIFX 49.0 180.0 st17 Laundry h 1633 56 50 0.096 4.0 Oxo VIFx 34.5 165.0 st14 Master Bath h 1722 59 33 0.084 4.0 Ox 0 VI Fx 35.0 195.0 st13 Master Bedroom c 2360 110 130 0.082 6.0 Ox 0 VIFx 43.5 190.0 st14 Master Bedroom-A c 2360 110 130 0.083 6.0 Ox 0 VI Fx 56.0 175.0 st14 MasterO h 1616 55 20 0.098 4.0 Oxo VIFX 31.0 165.0 st14 Mud Room h 3905 133 64 0.084 6.0 Ox 0 VIFx 28.5 200.0 s12 Pantry h 1437 49 8 0.089 4.0 Oxo VIFX 55.5 160.0 st18 Pwdr h 2974 101 60 0.106 6.0 Oxo VIFx 6.5 175.0 st3 Study h 4695 160 127 0.104 6.0 Oxo VIFx 44.5 140.0 st16 „ WrIgtTtgo 2021-Nov-01 17:22:41 ,�,, e 4� RghtSuite®Universal 2021 21.0.08 RSU16998 Page 3 ...n Group\1900 Bailie Beach Road Mattitud<NY.rup Calc=MJ8 faces:SE a Supply Detaill Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Clin) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 895 890 0.081 805 13.8 8 x 20 ShtMetl st15 PeakAVF 694 769 0.081 865 13.8 8 x 16 ShtMetl s13 st2 PeakAVF 638 643 0.082 826 12.1 8 x 14 ShtMetl st16 PeakAVF 577 554 0.081 742 13.8 8 x 14 ShtMetl st15 st17 PeakAVF 355 314 0.081 800 13.8 8 x 8 ShtMetl st16 st13 PeakAVF 389 363 0.082 700 12.1 8 x 10 ShtMetl st2 st14 PeakAVF 330 330 0.082 743 12.1 8 x 8 ShtMetl st13 st18 PeakAVF 293 200 0.081 880 13.8 6 x 8 ShtMetl st17 • Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 233 431 101.5 0.165 682 9.1 2-3.25x14 2-10x18 SJSp rt2 rb7 Ox 0 473 477 157.0 0.107 468 10.3 2-5.25x14 2-10x29 SJSp rt3 rb8 0x0 333 313 208.0 0.081 527 9.0 2-3.25x14 2-10x18 SJSp rt5 rb6 Ox 0 494 312 151.0 0.111 484 10.4 2-5.25x14 2-10x29 SJSp rt5 Retq�rn.T,,ruIh'k,WIil Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (Cfm) FR (fpm) (in) (in) Material Trunk rt2 PeakAVF 1060 1056 0.081 636 14.7 12 x 20 ShtMetl rt5 PeakAVF 827 625 0.081 595 14.7 10 x 20 ShtMetl rt2 rt3 PeakAVF 473 477 0.107 614 10.3 8 x 14 ShtMetl ftv 2021-NOV-01 17:22:41 ++: W'��9 [TR htSuite®Universal2021 21.0.08 RSU16998 .+uati tc.,tna.�.rtwKpu,,� 9 Paye 4 ...n Group\1900 Bailie Beach Road Matlituck NY.rup Calc=WB favus:SE Duct System Summary Job: 1900 Bailie Beach Road,... I FF WI?l�WO'�# Date. August 17,2021 AH 3 Master Bed 3 By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 62nd Are,Vero Beach,Fl 32966 Phone:(800)810-3280 ' qjoct Informiabon For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.229/0.131 in H2O 0.229/0.131 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual airflow 953 cfm 953 dirn Total effective length(TEL) 444 ft supplY anCh Deitail Table Design Htg CA Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (crm) (crm) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bedroom 1 h 4572 163 158 0.081 7.0 Ox 0 VIFx 32.5 250.0 st10 Hall Bath h 1120 40 34 0.090 4.0 Ox 0 VIFx 18.5 235.0 st8 Hallway h 2352 84 72 0.094 5.0 Oxo VIFx 28.5 215.0 st7 Kids Bunk 1 c 2493 105 137 0.082 6.0 Ox 0 VIFX 18.5 260.0 st9 Kids Bath h 758 27 23 0.095 4.0 Ox 0 VIFx 15.0 225.0 st8 M Bath 3 h 1981 71 36 0.092 4.0 Ox 0 VIFx 34.5 215.0 st12 MWic3 h 402 14 5 0.085 4.0 Oxo VIFx 23.0 245.0 st11 Master Bedroom 3 h 4728 168 143 0.083 7.0 Ox 0 VIFx 50.5 225.0 st12 Master Bedroom 3-A h 4728 168 143 0.085 7.0 Ox 0 VIFX 34.0 235.0 st11 RecRoom c 3676 113 202 0.096 8.0 Oxo VIFX 24.0 215.0 st7 e • k 1 - illabie Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (crm) FR (fpm) (in) (in) Material Trunk st7 PeakAVF 197 274 0.094 616 9.3 8 x 8 ShtMetl st8 SO PeakAVF 264 331 0.090 746 9.3 8 x 8 ShtMetl st1 st12 PeakAVF 239 179 0.083 717 12.5 6 x 8 ShtMetl st11 st11 PeakAVF 422 327 0.083 759 12.5 8 x 10 ShtMetl st10 SO PeakAVF 689 622 0.081 776 12.5 8 x 16 ShtMetl st1 st10 PeakAVF 585 484 0.081 877 12.5 8 x 12 ShtMetl SO st1 PeakAVF 953 953 0.081 858 14.1 10 x 16 ShtMetl 2021-Nov-01 17:22:41 . ....x �QtiF'i�'Ser RightSuite®Universal 2021 21.0.08 RSU16998 Page 5 1 ...n Group\1900 Bailie Beach Road Matbtuck NY.rup Calc=MJB faces:SE Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) VIA Trunk rb4 Oxo 953 953 161.8 0.081 683 16.0 Ox 0 VIFx rt1 ® - . e Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 953 953 0.081 536 14.1 16 x 16 ShtMetl g 2021-Nov-01 17:22:41 Af1901 �f,.5C9 . kMT i?SlWR>M..: s(Ki+!pag Ri9htSuite®Universal 2021 21.0.08 RSU16998 Page 6 n Group\1900 Bailie Beach Road Mattituck NY.rup Calc=MJS faces:SE Duct System Summa Job: 1900 Bailie Beach Road,... " 1Nt"llgalSff Y Date: August 17,2021 AH 4 Master Bed2 By: Josh Putman Webreps LLC Plan: 1900 Bailie Beach Road 1880 62nd Ave,Vero Beach,Fl 32966 Phone:(800)810-3280 PrOject fnfonn • For: Dimitri Malakidis,Emis Construction NY Email:dimitrima@optonline.net Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.221/0.139 in H2O 0.221/0.139 in H2O Lowest fri ction rate 0.082 in/100ft 0.082 in/100ft Actual airflow 800 ch 800 cfir Total effective length(TEL) 440 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (crm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Hall Ln h 1708 59 58 0.083 4.0 Ox 0 VIFx 29.9 235.0 st22 Kids Bath 2 c 1031 41 62 0.088 5.0 Ox 0 VI Fx 25.4 225.0 st22 KidsBunk2 c 2807 123 168 0.087 7.0 Oxo VIFx 18.5 235.0 st21 M Bath 2 h 2438 85 65 0.093 5.0 Ox 0 VIFx 22.0 215.0 st19 Mesio h 769 27 7 0.087 4.0 Oxo VIFx 9.5 245.0 st20 Master Bedroom 2 c 3061 163 184 0.086 7.0 Ox 0 VIFx 20.5 235.0 st20 Master Bedroom 2-A c 3061 163 184 0.085 7.0 Ox 0 VIFX 35.5 225.0 st19 Stairs Area h 4022 140 73 0.082 7.0 Oxo VIFx 24.5 245.0 st21 SupplyDetail f6bje Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (dm) (dim) FR (fpm) (in) (in) Material Trunk st20 PeakAVF 437 439 0.085 790 10.5 8 x 10 ShVetl st6 st19 PeakAVF 247 248 0.085 745 10.5 6 x 8 ShWetl St20 st21 PeakAVF 363 361 0.082 817 9.8 8 x 8 ShWetl st6 st22 PeakAVF 101 120 0.083 359 9.8 6 x 8 ShtMetl st21 st6 PeakAVF 800 800 0.082 823 13.2 10 x 14 ShtMetl 2021-Nov-01 17:22:41 Wfli+� f#7�i7f�" . :,, ,b.�;;„�,;,,a�;,,,,�;a;,,� RightSuite®Universal 2021 21.0.08 RSU16998 Page ...n Group11900 Bailie Beach Road Mattituck NY.rup Calc=MJB faces:SE •eturfi-Branch 'Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb5 Oxo 800 800 170.5 0.082 573 16.0 Ox 0 VIFx rt4 • etu7ff,Trunk b6tail'Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 PeakAVF 800 800 0.082 450 13.2 16 x 16 ShWeU Wr� b 2021-Nov-01 17:22:41 Rguenversa . . Page B AZ& nGroup\190„0'Bailie Beach Road Matlituck NY.rup Calc=MJ8 faces:SE ml I LOA ma MYX • a FlkiC INSULAT.id�i.PTR STATE • e 1. M a • s� ��►,.,�lis►L' .. 'i� r � / ► � sat•. a4 . d .a$� '� � < 4 > r go ® ' 'JaIllil 9 0 vim,Worms"Imsm. MORMEMOMM t ' ANO N� r FBI TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 hitps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only CE WE PERMIT NO. Building Inspector: k,/ DEC Z, h" t) 710VVAIAl D' EPr 41 op G P SODTMoCD -V, Name SCTM#1000 Project AddreVs Phone Email: Mailing Address CONTACT PERSOWiZ-a. Name: .......... Mailing Address:,,, V Phone tt: Email: ........... Name: Mailing Address: ........................3_ Phone#: Email: ---------- 0 T Name: Mailing Address:L./ Phone#: Email ES I New Structure OAddition DAIteration EIRepair ElDemolition Estimated Cost of Project: Elother Will the lot be re-graded? PtIly-es El No Will excess fill be removed from premises? ElYes �No M % OON Existing use of property: Intended use of property: B41A-11&2-4 Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to .......I........ ................. ................................................ this property? ;Nyo IF YES, PROVIDE A COPY. .......... ............... ............ ✓ g. .4 6 61,4c 6r 4�4'c 'J'A" 5 T11 _�4tqt_, �W:j��Wo ii� n,�,� A- I'W 11 .1, 1 0 -k qua W/ is HER yj -'ehlapter 6,pf th 4, VMI" Application Submitted By(print name): ElAuthorized Agent 2§ caner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF -')L CO f JrL bA al(A- k d being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (300-1, (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 day of r- 20 ary Public: TRACEY L. YER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DWQ3W9()0 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) CO� SSION EXPIRES JUNE 30.2-835;L- MMI residing at. do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SO,UTHOLD, NEW YORK PERMIT NO.-10021 . DATE:- OCTOBER 20,2021 ISSUED TO: MAZI.HOLDINGS,LLC PROPERTY ADDRESS:- 1900 BAILIE BEACH ROADf MATTITUCK SCTM# 1000-99-3-13 i AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 20: 2021 and in consideration of application fee in the sum of$250.00 paid by Mazi Holdings LLC and subject to the Terms and Conditionsas stated in-the.Resolution, the Southold Town Board of Trustees authori2es and permits the following:: Wetland Permit for the disturbance of an 4rea fifteen (15,')seaward of the 100 foot setback line at approximately 210 linear feet r1�Osq t.):during the construction phase of a new dwelling, pool,staircase,and t . rac=rd of the jurisdiction line; upon completion the'disturbed area will be baud with 26.4 cubic feet and reseeded with native grass; and for a ten(101) fort iied non-.turf buffer;to be,established.and perpetually maintained along the landward edge of the top of the bluff; with the condition to establish and-perpetually maintain a 30' non- turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed,; and as depicted on the site plan prepared by Adragna Designs,LLC, received on October 18,.;,2021,and-stamped,approved_on iOctober.20,2021. l IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 20th day of October,2021. co y� .•r'".%f55Y,:(i(rA':?�n e:�Yfld>,A4P�?6'Yf._{li}:'.R;f,� i7'x�Y.+.'.c:n +nY.:h:SRS1R,tinF��t�S'sY.+:E?JnYt?A'i,',c.:s".rcyds4Z:',C.4FF:'�hv,JY,::.ii?:i8;t738.cS.'Q.3s;?.¢�i.[T.b::f+}Yiti>3uXlgsF. :r a� J;''#gad ,�. <.;., ,.j:.'�/ x%�+ `p @''�.t'•J�`.:7 �. ��o� �i�_/,e -> ;«{'tet,...�"..`�'; �, -, }; � i Glenn Goldsmith, President ®F s®(��� Town Hall Annex o� ®1 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2057C Date: July 19, 2023 THIS CERTIFIES that the disturbance of an area fifteen(15')seaward of the 100 foot setback line at approximately 210 linear feet(3 150sqft) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line,• upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10')foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff;for the as built approximately 80' long boulder wall on the seaward side of the pool;with the condition to establish and perpetually maintain a 30' non-turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed; At 1900 Bailie Beach Road, Mattituck Suffolk County Tax Map#1000-99-3-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 26, 2021 pursuant to which Trustees Wetland Permit#10021 Dated October 20, 2021,was issued and Amended on July 19, 2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the disturbance of an area fifteen(15') seaward of the 100 foot setback line at approximately 210 linear feet(3 150sq ft)during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten(10')foot wide non- turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff; for the as built approximately 80' long-boulder wall on the seaward side of the pool,• with the condition to establish and vera-etually.maintain a 30' non-turf buffer in the center of the propegy with the two adjacent tree and brush filled areas to remain undisturbed. The certificate is issued to Mazi Holdings, LLC owner of the aforesaid ASG _ 2 N23 property. Authorized Signature C�l �OS�fFOL,��O BUILDING DEPARTMENT- Electrical Inspector �> TOWN OF SOUTHOLD C* Town Hall Annex - 54375 Main Road - PO Box 1179 CR • Southold, New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: , Company Name: c Electrician's Name: License No.: LAE._6101, Elec. email: r , ' ,etc U-10L _ . O L4 Elec. Phone No: �. ❑I request an email copy of Certificate o liance Elec. Address.: o ,� /�, , , l JOB SITE INFORMATION (All Information Required) Name: L L' Address: 9 - Sz Cross Street: Phone No.: BIdg.Permit#: 4-,72 2,q email: 9 ,a Tax Map District: 1000 Section: Jq Block: Lot: l BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): +'T �c�.�tr ���� k�a� ASAI . aff, Square Footage: !U� Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO F-]Rough In F-1 Final Do you need a Temp Certificate?: ffj,-5rES ❑ NO Issued On Temp Informati (AII information required) Service Size. 1 Ph❑3 Ph Size: 00 A # Meters d Meter# New Service[]Fire Reconnect Flood Reconnect ENervice Reconnect dUnderground❑Overhead # Underground Laterals 1 F112 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION • � AC\ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD `T Town Hall Annex - 54375 Main Road - PO Box 1179 sn Southold, New York 11971-0959 �� ® p'rA$� Telephone (631) 765-1802 - FAX (631) 765-9502 rr roclerr(c�southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ey/20 Company Name: KAMDeC-7Tr'l L*l �-1 j Ila Electrician's Name: .�% c"; License No.: Elec. email: Elec. Phone No: G; , QZ� - ❑I request an email copy of Certificate o liance Elec. Address.: Ao �• i B �-7 JOB SITE INFORMATION (All Information Required) Name: A � �'r�= C C Address: d;tf l PJO Cross Street: ^o� Phone No.: ��' �. Bld .Permit email: Tax Map District: 1000 Section: t" �y' Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: =; �` Circle AII.That Apply: Is job ready for inspection?-. ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑�ES ❑ NO Issued On Temp Informati (AII information required) Service Size. 1 Ph❑3 Ph Size: CLQ A # Meters d Meter# 2/New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect dUnderground❑Overhead # Underground Laterals 1 KY- 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: 2-1 Comments �a � 47,72 UY w (516)246-9333 Date Invoice# mitelectricalcontracting@gmail.com ELECTRICAL CONTRACTING INC. www.mitelectricalcontractinginc.com Bill To Work Performed At Ivies Ka 11 C115 2— P.O. No. Terms Project Description Quantity Rate Amount A-T-c+c, 3 41 -F5 F6a- coo 4P 5wiT&,lam OW& Cc.7 RorkA 44 Q, Emergency and Service Orders must be paid in full upon completion. Total -J"2. wmr5 Albvrrmn wt iiM'7 . (516)246-9333 Date Invoice# ELECTRICAL CONTRACTING INC. mitelectricalcontracting@gmail.com www.mitelectricalcontractinginc.com Bill To Work Performed At - MOO P.O. No. Terms Project Description Quantity Rate Amount � L i2ov 20A 30A mor Emergency and Service Orders must be paid in full upon completion. Total S,49,1 Ax,me-, �1i -t�3pr� U i 11W-7 Q Work Order/Invoice 44—(ffo� w,,6i,,- 33 Date Invoice# mitelectricalcontracting@gmail.com ELECTRICAL CONTRACTING INC. www.mitelectricalcontractinginc.com Bill To Work Performed At I qty ?p 11 e, P.O. No. Terms Project Description Quantity Rate Amount 55 L4m 3� 1 .► Pe 2 Ar 1\Dlw��r5 Zq /54 113 ter b!.,\kca" 15A �'c 1U C� Emergency and Service Orders must be paid in full upon completion. Total 8Ja. A1)o xv`m u14 1"5U7 #A 01 ) 46-9333 Date Invoice# mitelectricalcontracting@gmail.com ELECTRICAL CONTRACTING INC. www.mitelectricalcontractinginc.com Bill To Work Performed At JgCC) P.O. No. Terms Project Description Quantity Rate Amount OVI �na � ��Ol! ZOIC WA C -po�xVeN'.5 U.31 t ►a ).-loa\r1 lam Stir p so 6%1 Kkan �.1 . Emergency and Service Orders must be paid in full upon completion. Total L COMSERVATION: VEW YORKSTAT. E.DEPARTMENT-OP:ENVIRONMENTA YORK STATE............... ... .. ....... .. ....... ............ biv*fSkiti:6f:ewl-if ton ft-etit'Al:0­0 mijiS�]'i�t;ojojj.I ........... . ..... ....... Story:Brook,KY:1i7§- 0:6:M)-444tO'3615 I IY41RY :L.ETTER:'O.'F:iNG�JUR�SDICTION,: ........................ ............................. AU Ust 11;:'2021 .. .. ....... . hn.azl;::H'* oI.dlngs.:L­LO Re: ... : . . AppIicat.'l.'�.o n ::ID:I:�4738r04 820/00001 AftnDIM1t ! Malakdit,:PSE. 1.90:Ballie Boach:R6gd::........ :: .. : Mdh.doih- Pt her , Vdtfi1tVC.k :49:Dosorts,.Lane .... ....... . ............ .......... SCTM #10000000-99-3�`3." GIOWCOV6, NY11542: De�rft*... Dear. . .. . .. . Based 06: the:4rifoltri! Now ybrk Stat'o:Dopartmorit Environmental aaon your: submit,ted, cohse Nwtibh' (DEC):,h..as::&ad..d:th6.f.bl..lb. wing, ot rnihg J.on..i 'Ghe;portion of the::referericed J ........... ... ...... piartol 18ndWard:.6f the lhe: [Abolod!"TOP . . : 8LU F-'F" ":8nd-'.coltinu 1rg- i .......:...... ..rid ... .. . ....... ..... ... ....*......:... along the. ..... ....:... . ....... "' in.. e,0.thI :s".. o... uthwas.torn...pro...pqtNy..bun da... r afQng .. . . .... .. ......SallieBeach R6ad, assh6wh:on th&6U by econiciSUNby6rs:.. -C-1a9t dated July t::b0y nd th. . . ibtqh'bfAtj4 6.2TidaIVOtlah. . .. Therefore,,i1.66.60....M8.nce"Wi t:h-f h 6.b6... I htT 1 d a f.'Wetlands. Land U 4 RO dO . . . (6'NYCRR...:Part' P01),no: permit 1s:required. for work. QQqurri :at: the property landward of .1he-jurisdictionat.bounday indicated:ab6ve.'Please:.be advisedhoweve}, that ' no cons.tructi.on,,::sedimentation, or: tlisttl:rb1n'.O.P:of:any kind may tg.4 place:seaward b: f:th6. jurisdictional dictlo:halbou. n' O�. Withouti 6p It 6hmItY:.. ......isyour:responsibility: to ensjre.Jhat:..6.....hecossar ::precautions :-are taken:n: tq: prv " any. sedh,6ntation.or:other:alteration:or::disturbance:io the: round surfece:or.vegetationvthin DECi-.. ; jur-i8dictiOn'WhfPh:.. aY. :r .su: It your project:, :Such 0'recautions:may include figgging.[staking .......... ............ ....... theJud.sdictionai:boundary indicated:above,. :c bato:-W '0a ( -e.:a.1S*'-:tO 2.0.: ihtgihihg in �idO�.t 0*zi� I.. wide.:c*orystruc,ti*,on :area,):,:::or::erecting :a temporary::sfft:'fence, 15,�rrier': or :hay :bale berm:, This ..detefiminati ...Axis With the land. .......... ... ... Please be further:advised:t'hat:thig.:::i:etter:.does:not:reliev.6-yo:u:offfie,responsibility:of obtaini ng:any: netossary.p6rmits or o- I - f -pprova s: roM. .0 V frulv vours-, .............. !J if:V: Ackerman. .........--...... Regian ...... .... .... ... ................... S-V tm rp C BMHP:: File �MNMM' Env .....6riii6nfif ...... i FW: Attached Image; Letter of Non-Jurisdiction # 1-4738-04820/00001 MAZI HOLDINGS LLC (MRP) i Spencer,Lucy(DEC) <lucy.spencer@dec.ny.gov> 8/12/2110:54 am Q Todimitrima@optonline.net Copy dec.sm.RMEPBox2, DEC.sm.R1MHP-BEH '. ..................................................................................I..................................... ......... ......... ........ .......................... .............................. 1 attachment View Open in browser Download _................ ..... .... ................. ................................................._............. .------- ....... ........................... .....------- ---- .................... Please find attached above your NYSDEC Letter of Non Jurisdiction. Note that due to constraints related to Covid-19 the Department will not be sending a paper copy of your letter to you in the mail. This is your only copy. Thank you. This box is not monitored. Please do not respond to this a=mail. From:ston-ca6055-1pa@gw.dec.state.ny.us(mailto:ston-ca6055-1p>s gw.dec.state.ny.us).<ston-ca6055- 1pE@gw.dec.state.ny.us(mailto:ston7co6055-lp>s gw.dec.state.6y.usi> Sent:Thursday,August 12,20219:02 AM To:Spencer, Lucy(DEC)<I-u-cyAn r dec.ny gpv(mailto:lucy n r(Mdec ny govv)> Subject:Attached Image --------------- ---------------- ----------- -------------------------------------------------- --------------- f ------------- --------------- ----- ------------- ------------ I i i i i I dj .. ....... ... ToWn Hall Annex. =, Telephohe(631):765-9802: 54376 Main Road ... '' F:ax(631):765=9502: P.O.Box 1179 Southold, NY 11971-0959. tl w t BUILD.ING:DEPARTMENT NOTICE.OPWILIZATION..01F TRUSS TYP � ONSTRU TIO I�IRI, II ERED:: ..............: UV4OD CONSTRUCTION NDfiOR TII(IISER"CONSTRUCTION;` Date. .. . Owner:.... , L� Location t Please take not16e that the (check:applicable line):: New commercial:or resid ntial:strudture Addition to existing commercial or residential structure Rehabilitation to:an existing commercial.or r:esidential:str:ucture to be constructed or p .rfbrmed;:at the subject:prope,rty reference above wiil utiiize (check applicable line) Truss type construdon:(TT) Pre-en gingered wood construction (PW) ....... Timber construction (TC): imthe fiollowing iocatian(s)-(check::applicable line): Floor framing, Includin girders and:beams F Roof framing (R) Floor.and'roof framing (FR) ... Signature: .. .: : ..._ ...... .... ......... . Name:( rson subrriifting this Tie.&C X4 A /! .... Gapaclty(check.applicable . ...... o/ Owner ::Owner representative TrussReg15.dodi EffectiveJ'II/2Q9 5:: ......... .....:::.................... ................,................. . ._...... ................... ... ....... ... ADRAGNA DESIGNS , LLC . 1527 FRANKLINE AVENUE• MINEOLA • NY (516) 289-2461 • A2ARCH16@GMAIL.COM January 4, 2022 To: Town of Southold Building Department E r E � W EP 54375 NY-25 L Il r' Southold,NY 11971 JAN o 5 2022 Att: Amanda Nunemaker aUILDWG DE 'T TOWN OF SOUTHOLD Re: 1900 Bailie Beach Road Ms.Nunemaker, Enclosed please find response to comments issued via email on January 04, 2022 regarding proposed residence at 1900 Bailie Beach Road, Mattituck. Please note the following: I. Wet bar area in basement can't have overhead cabinets, coo.kirig appliances- may oily have bottom cabinets with a sink and refrigerator. Please contlrm What will be prosent. There shall be no upper cabinets at the wet bar in the cellar, a note has been added to the plan indicating such. Flood rein=s must be indicated on the site pian with proposed construction FEMA Flood Zone VE El. 16 has been located on the construction site plan. >. R.eferenee the plans in accordance with the 2020 NYS Reside.Inial Codc All code references have been adjusted to reflect the latest, 2020 NYS Residential Codes. =1. Verify a Nvindow placed in the kirst floor study room meets emergency cgress re=quirements. Windows at first floor study have been review and confirmed to meeting egress requirements, the plan has been made to identify these windows as such. 5. If the pool and_patio are detached from the Douse, that will require a separate brtilding .permit application and plans. 4 Pool and pool terrace to be under separate, future application. 6. "he sports court will require a separate buiiding pe=rmit application and will also require approval f.s-orn the Zoning Board of'Appeals Since the location is noncoinforn ing. Sports court approval to be sought after in the future. Sincerely, Giuseppe Adragna (516) 289-2461 a2archl6@gmail.com ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY • (516) 289-2461 • A2ARCHi6@GMAIL.COM AFFIDAVIT STATE OF NEW YORK ) ss.. COUNTY OF NASSAU ) DIMITRIOS MALAKIDIS,being duly sworn, deposes and states: 1. I am the Managing Member of Mazi Holdings LLC (the "Company") and am duly authorized to make this affidavit on behalf of the Company. 2. Annexed hereto as Exhibit "A" is a true copy of the Company's Articles of Organization and Filing Receipt(the"Company Documents") 3. The sole members of the Company are: Dimitrios Malakidis Ralia Polechronis James Lau Marilyn Malakidis Christopher Polechronis Carinna Lau There has been no change in the composition of the Company since the date on which the Company Documents were executed and the Company Documents are in full force and effect and have not been otherwise amended, changed,modified or terminated. 4. The members of the Company unanimously consent to the purchase of the Premises known as 1900 Bailie Beach Road,Mattituck,NY 11952 for the sum of$2,100,000.00. 5. Annexed hereto as Exhibit "B" is a true copy of the Resolutions of the Company, authorizing Dimitrios Malakidis,acting alone,to execute on behalf of the Company all documents required for the purchase of the aforesaid Premises. 6. 1 further certify, warrant and state that there are no judgments against the Company, nor has the Company been declared bankrupt in any Federal or State Court, nor has it filed any petition for a voluntary arrangement in bankruptcy. 7. The Company is valid and subsisting and has not been terminated or dissolved by the bankruptcy, death, dissolution,explosion, incapacity or withdrawal of any member of the Company. 8. The Company is treated by the Internal Revenue Service as a partnership. 9. I make this affidavit on behalf of the Company to induce CORE Title Services LLC. to issue its policy of title insurance covering the Premises, knowing that it will rely upon the statements made herein to insure without exception as to the subject matter of such statements. MAZI HOLDINGS,LLC By: //Z/ Dimitrio Mal anging Member wornto b me this a i day of ar ' Notary Public PETER C.COTELIDIS Notary Public,State of New York No.02C04704720 6716.Grantee.Aff.Bai e .Purchase.do= Qualified in Nassau County Commission Expires August 31,2021 RESOLUTIONS OF MAZI HOLDINGS LLC The undersigned, being the Sole Members of Mazi Holdings LLC, a New York limited liability company (the "Company"), do hereby consent to the adoption of the following Resolutions,which Resolutions shall be deemed to be adopted as of this date (with the same effect as if such Resolutions were adopted by a unanimous vote of the Members at a duly convened meeting held for such purpose): WHEREAS, it is proposed that the Company enter into the following described transaction: (a) the purchase of the premises commonly referred to as 1900 Bailie Beach Road, Mattituck,NY 11952 (the "Premises"); and WHEREAS, the Members have determined that the Transaction is reasonable and in the best interests of the Company; and WHEREAS, the Members desire to approve the proposed Transaction and authorize execution of the proposed documents evidencing and governing the Transaction (the "Documents"). NOW, THEREFORE, IT IS RESOLVED: 1. The proposed Transaction and the Documents is authorized and approved. 2. Dimitrios Malakidis, acting alone and without the joinder of any other person, is hereby authorized and empowered for, and on behalf of and in the name of the Company to: (a) execute and deliver the proposed Documents, with such changes in the terms and provisions thereof as he, in his sole discretion, shall deem necessary or desirable and in the best interests of the Company; and (b) perform all acts and do all things deemed necessary or desirable to consummate the Transaction, with such modifications, amendments or further agreements as he may deem necessary or desirable and in the best interests of the Company. 6716.Resolutions.Purchase.Ballie.Beach.Rd.docx i 3.. Any.and alltransactions by any of the off'acers, employ= and agents of the Company .Prior to the adoption of the foregoing Resolutions, we ratified Pd approved, 4, The.pourers and authorizations provided herein shall continue in.full force and effect until.written notice of revocation thereof has been actually received by the title company handling the Transaction, l" WMWS W ' DF the 'es hereto � : P� have exwuted and delivered these i Resolutions as of the date-first above vaitten. i i Dated. February 24,2021 I is J / MAZI.HOLDINGS LLC i. 7imitrios M4akidis; sasging Member i z r 4 By �l�vla Marilyn "dis,Member ' l By: -� �1 � Ra a Ftilechionis,Member - - By; jCbristopher Poiecbronis,Member i X By af' G r' i +t James Lau- Member By; ter t{ . { 67I6,h'escfttrrons,Prurha�,entrtasaach.Rtdocx (f j "EW Workers' Certificate of Attestation of Exemption STA E Compensation P from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after:the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Holdings LLC 149 Dosoris Ln From:54375 Main Rd Town Southold NY Building Dept ]49 Glen Cove,NY 11542-1225 PHONE:917-685-7171 FEIN:XXXXX2152 The location of where(work will be performed is 1900 Bailie Beach Rd,Mattituck,NY 11952. Estimated dates necessary to complete work associated with the building permit are from January 10,2022 to January 9,2023. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED .110 OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet t e standards of the New York Construction Industry Fair Play Act(Section 861 of the New York'State Labor Law). Disability and Paid Family Leave Benefits:Egemption Statement: The above named business is certifying that it isNOT,REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INS CE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of th'e corporation(in a.two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is'a business with no NYS location. In add;Iition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors,are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) i 1,Dimitrios Malakidis,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business i have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and 1 make this Certificate of Attestation of Exemption under the penalties of perjury. 1 further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above 1 also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately'acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the overnment en ti listed bov , SIGN HERE Signatur . • Date• 2 xvrc,�:n. .nnr.:<,:.:�--:•-,e:—:x —n.;,•-__ _ M :,j.e,......,a.....vel3n. x E'i, •K d_3k",' ..-..._,, r ::.c<?uaiCvi?i. ✓ n.,.. .✓ .. .... .,. ,_... .•.. �. ..3' _ .: ,,.. i•'Sw'� _6<w,;v-'MS".Y":I»w4??.tv*'a.�:.iFi?1ss' ::vaS:xt?iYe4iv;t I N e�1~ �.} as tuber': - ssP 111:1] V� ✓Y a:J` .,+ �Go'' eri 4Bo t t i?.,,Inku> i...3li&t. >....,;- v n:.., hr ! a.... P, n c•.�♦,...__..., -. .. •'•3<• <•+'br. .,Y..,,..,_. s�;,h.nr e�::s�ii'w'i�i^.sus:aS..;�llui?' +uana. ::�e:^♦':'.snS�S�;�rhs^uet'�3d�naMTteaz�;• aw'�su!�rts.�'�i CE-too 01/2018 1 I I'll _, �_, �, ti ... ,.. .. 33.30` _ _ ......- - - ,' ::� , - a _ 8'DIA.- 42.24 GFA'SECT4N . 3"-.25' , - - ,.......• �' "' "°"��� _. -_. ._-- -_ .-- -1 ID I RA INAGE DES iGN COEi=FICIENT$: 1200F: ID-RIPERVIOU5: L0 GRAVEL:0A , � I, N 5� .. . x! _ - _- _. . " 1 DRAINAGE ROOF DRIVEWAY VEL TERRACES SPORTS DRAINAGE DRYl1ELL EFFE IVE DRAINAGE GROWD DIST.T4 . '. Iv °�311�" �••+� - ' a•••• •• �__ __ ._. _ RIM ELEV. T.O.RING INVERT BCQ.RINCs - e+� � .. ....�•�� I 1 SYSTEM AREA 4.0 AREA 6.0 AREA 4.0 AREA(S.i'� COURT(s.f.: REQ'D(c.0 NWBER F'TN(ft) PROVIDED WATER EL G.W. i • aV , ' _ - ___ ` + �-r..� to ��� _ - - - _._. - _ - _ _ - I 1 A 0 2680 0 0 0 610.0 A-1 10.00 9.00 8.00 4,00 4 ; 168 c.f. i.0 3.0 . A-2 10.00 9.00 8.00 400 4 : 168 c.f. L0 3.0 _ f A-3 16.00 14.0® 6.00 4.00 4 16 8 c.f. 1,0 3.0 -_ 4-4 14.00 12.00 8.00 4.00 4 168 c.f. i,Cl 3.0 A 0t • r � ._. 00 ` DUB-TO AL 612 c.f. 1 B I I 500 800/1440 340 0 912,5 B-I 11.00 t6.00 1530 30 8 331 c.f. 1.m 6,3 + 'i __ 1 5-2 11.00 16.00 15.15 't.15' 8 331 c.f. .0 6.15 > • ate/ + 11 + - Ti E3_3 11.00 16.00 15.00 '1 0 + , 11 ,,/" W. '" �' ��t�i,�ti�",__)f���-;�" I I URTO,AI- 1011 c.f. k to ; *A3,,30, + + �,,� s�` 11 r 1 C 15 0 0 2530 0 295.c17 G-I c2.00 2100 2030 1230 $ 331 G,f. I.0 6P� • 8 331 c.f. 1.0 11.3 aD N ��� + '/� - '' __ ©QQ - �?` " G-2 2200 2100 20.15 1 .15 8 331 Cf. 1.0 11.15 ,G .� x '� + '' �e��{r�� Cx_ I ; • -- _ - i ---1 - I G-3 2200 21fd0 2000 8.0 12 506 c.f. 1.0 9.0 aQi (D W Q 17 F 1 BTO AL 1180 c.f. + r , _ _ D 0 0 0 0 b00E 1250.0 D-I 1150 1650 f6Id0 4,00 12 506 c.f, I.0 S , � G-2 1150 1650 16.00 4,00 3.0 , + + _ _ _ _ _ _ _ - _ 331 a° a' o .p + '�� 0_ _ - --- __ __ - e _ __ I_ . - - • -�s G-3 !150 1650 1600 8.00 8 c.f. 10 - _ - _ .... _ E 1.0 vi Q) c�. _ _ __ _ . _ ._ _ _.. _ - __ UB I O AL 1349 c.f. " v °i � Ic �. - QQ _ _ - _ - 1 - _ ._ -- _ - -• T' TOTAL 3,460 3,80 18®011,440 s^810 5,0(LP. 3,98"150 TOTAL 4312 c.f. ''� an �' -__ _r' �„�•..-_ __ ,... _.._ ___- -- „/ �,.--' •,i- - - _.. _ ._ --' --- - - 1 'fi r+ C Q _,. _ _ - .- - __ - r - - __ _ - - ___ _. -- _ _ _ 1 . . r.. r F y N '" `-- -` " . - -- PRECAST VNTH PRECAST OPENINGS FOR DRAINAGE PIPECS), AND�- .- ALL DRAINAGE STRUCTURES SHALL BE E g � � � Q " - - _ SHALL CONFORM Tb ASSAU o i . �' --' - -'_ --•_- _ "-• --' ---: ---- - ..__ . . -- -- - _... -.-- - - -- - COUNTY AND/OR PILLAGE STANDARDS �� _ __ _ _ __ -- . _ _ _ _ 2 '' --•- - Jr--' __- y ---' '^- _ . _ _- :.� _. _ - -._� - l� j % -._�.'__.. _ _ _.- .-_... ---_ - _._ ..? _ 1-`� 6` H POLYETHYLENE (HOPE) a MINIMUM SLOPE AND 5)C MAXI U StJOP ' . c� - / / ALL STORM DRAINAGE PIPING TO IGH DENSITY POL NE PIPE (HD 1 07� f •- .. _•- - _ __- ___- - r - _- ._ _� ____ _" /� I-, z -• _ .. _ -- UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6 0 CORRUGATED POt."YLENE PIPE (CPP) O 1.0% MINIMUMI I � o o CO ' - ' _ _._- . - _'�" -- _ - ... - _ - _._- -,---- - --- -- __ __ -f- ,,, - '' -k -k •-"Oft . .--- --- --•• - m 3. 12- ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE RON GRATE VIITH CAST � �� '� �'._--- -- -- _ _ .. - - - _- -__ -_ -. ----- _ ____ `'� ! : a� k_= _ -_.-_ . . ._� j AND LOCKING DEVICE (OR APPROVED EQUAL} CAPABLE OF H-20 LOADING. E• o rr t~ I i i '� / 'z -- _ -" _ _ ;"� �` -� - u :k''�'�'''-,: a- i - `, '�`" �� IOP Or- BLUFF , 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST 6�i 286 - j © 0 0 0 •/ �, -' _ _" _.----- - - -_- --- - _ _ ._ - _ _ - - �' - BL..._ r. • t , P _ " .. --4 - -r -�-- 5 ° .., c� _ ( ) 0240. OR APPRGVED EQUAL \ / ,- r / _ I_ - - J r , --TOP „r _ _C'` i ;ti' T ANTS - 1 '�� ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING RECZUIREMf?NTS. flNl - i 1 / /.__ i _a•- L- , - ! 1ti �L `:I-^ 1 i� SH GRADE �� / "� - :a �. i - ;�. (.<-.3uF1= R ':� '+ S,d,NITA Y „' - / �' �� 'r�, •,''`- it t r _+ .k- r 1 .:.- ..�V R SYSTEM DESIGN FOR 8 BEDROOM RE5IDENCE ' / r '� , QF T LU �,t7�`A.,�--', 1•�-A -, •-,,. - F, ty' i '~ - �-1 % -' •meg _�tq 2,250 GAL. SEPTIC TANK REQUIRED :/�' coNCRETE // !/ .r.\ \ it _) \i _14 1 1'�. i �r i 1 `t .:- A. I y ;1.% -'` .1_01, .--or I 1 • i I BRICK I P VER BELOW V MIN' +'�' ; \ '/ / �, ,. , '"lei ",\ 'tet .k- Q j C L 1 gE,00 6F)Non-Tort RuHer / ti nct�t roINTs N. Y MAX i � ij ,/_ �i �a1 R ; MINIMUM LIQUID SURFACE AREA OF 6, SQ.FT. 4 s REdo GRADE _;� 11 \ X _ U 0. " / ,�?�;.al ERO ON U5E 10' SEPTIC TANK WITH A LiQUID DEPTH of 5' = 2,3G�J GAL. Mme• SLOPE 1/e• �r , 1 �V�� �' 30 ftX 150 ft.(grado bctur e of ,/ y�-l \ /+' Clear brush,,,grade and plant w!m 4 ft.O.C. �A�GRD ' INE I j I Tf . % k . erry plantings at aPP'ro 1 ` ` �� { N M andbayb LIG2U10 SURFACE AREA 68.4 SQFT. T� •C \ t;'i _G \ \ \,� blueberry -- 1' - I ! FOR DI TRIBUTfON POOL i � .r"'. ' Tr / i `� --t- ' `• � `1w 00 \ ze�z ----'-- " - i 6 BEDROOMS 6 150 GAL/ BEDROOM/ DAY = 1,200 64L.' DAY L)E51(SN - 3 D" 3,_a• S 2 .��.i U i �1t� \ \ \ ♦ Remove brush iT1 100 GAL/DAY M !. I o �+ 'C4 / I \ ._. . •_ 16'Q"r .'.` Existing growth : MIN. 1 - ,: . p� �,\ i 1, ;,_.5 / ♦ \ 0 - __----- \\ . \\ 'C+»,`% - . . to be maintained - I _ 2 CxAL/SF/DAY - 600 SF OF SiDE lL'4LL REQUIRED ! Ii; . `--�1' : I N t -p, ,, / � __ � \ I'-,4 0 USE 8'41 LEACHING POOLS - 600 SF SURFACE AREA `:: C7C1I_3C3==C:3I� � • IogL��c4i�o C: $I�oo�aocao ' / i J -- -_... _._ \ , (/�t/� , 0 25.1 5F/ 1/F - 23.9 F. : i1'; 40 1' 1 � \ \ \ - _. \ _... . - N't 3 ��l " ac,o==C:3E C3 I •,_ � _4 ' �� -- -.._ _._ _-. se�6n® ---- •- . :: D� -U USE (3) S'� x 8' DEEP LEACHING POOLS - 24 FT. OF EFF. DEPTH , t « oc�ooc�ooc�o : ; f� '+-+ �' \ \ 000-S9-03- -0 I, o+��ooQ�o . . o �`�' 6-\ \ ' 0 "F \ , ` ' etatlbn mom 1o0rt.lurlsdiction "�� f- PROVIDE CLEAR SPACE FOR 509a EXPANSION POOH (: 1 8'mx6'DEEP GROUND WATER` ' ! 00000 ooa G p � ,, t u' \9\, ` I I . \ I�0�4, . • 4V RE,4=2.513 AC-F, 5 Remove existing Yeg last with grass • \ �\ TO TIE LINES line to non turf buffer,re�rade and p _ _ --_ - - 1 -- 4-�+. N Q `*+ � ` I 1 8''i o�RpU4. f~ . v _ 1 m BACKFIt1 UNDER AND kR0UN0 bRYWELU *ATER ( � +j ,� , i V l -' � Q WITH GRANULAR MATERIAL CONTAINING l 6' pENETRATIpN INTO ACCEPTABLE I Q .r+� i \ t�V„Q _ "j_ m LESS THEN t5X FINE SAH SILT Ac CLAN , LEACHING MATERfAL I ' r-•} M ' i 1 \ ` VVV(((fff i- (SLIT do CLAY FRACnON NOT TO 1 SEE SOR BORING FOR DEPTH TO I. C) '� i ;, 0����P \ \ ` .\ - , _-. __. __._. - () 0 EXCEED 57t7 1 r ACCEPTABLE LEACHING MATERIAL 11 � 0 .yJ V 0 • \ \ 1 \\ stirs tree thicket to be maintained _ I pip May gE ` I i \�;. TJiNIGEPFEC VE DEPTH GREATER //r C) v Co. ! i 11 \ Existing 12"diem.black cherry ti 1 „^^ '- _. _ -> ``/ � U 4�., I .:i 1 10 ' ; \ � i�.+doubts i �\ \N, to remain.Remove dead branchOl - --- ' .. - - 0 ' +r I*remain -"""- 12"diam.red cedar � I M � � � I I _13;;11` �' _ -^ �._�. __ i �' LEACH�IVG POOL . �' / <l i \\ �` ' . 12"diam.redcodar _ -------------- 1 - _ \ :!' `'� O of s f to remain mos-0 Wows,s A2 StO s�FT^ _ - �, _ __ - GELL,4R 51 AB/GRADE p E 6 . i �-- NOT TO SCALE O• M ASA _-- \> 1 vdlJ r EL. 1800' L� INV.OUT INV, IN INV.ALIT ' \ Remove brush and smelt trees /}' /� - --- ^-- -�_.--��,-.�_ .� ,� _.__. ----�. __ � ! -. - - - .. 1 . for pool and construction activity j �; '"` -/ �_•�-®_. --8-• \ _ MV. IN 10 I e 15.45' • )52�' I illI' "� O s Q •t-i �,'' -0 ' ,,, �/" _� -_ _ S _ `�-' --_.,0 Rorneve IT,diem. a 1583' NV. !N !. = (�j /y /� /�� ' 1 \ ` k 1.11 / I --- .. ••-A.__.- .__ -- • aT1m - - . � double black thorny a 15jW, .• - O r� -a I 4 J \ // a 25.E I 1 114r ., i / / / \y I = _ } Ii i �^ \ �. `0 . . \ 1- T��� I QEAR,TERR:-GE r� / / I 1 P 0" z,e0*-1*1e c: w_ lim T'} w"a _ -- -- - r . \ \ \ \ // .1 ' `� I , 1!180 to - -I /• �` Iy :" I DISTRIBUTION I 1 t� `- . • `2. `,i \` �`//'. ., \ c7 ren c A s4.0 7 /�� I- > _ •'1 I '-e I \ ,9 `.A ` �- i BORT i O V '? ' •'" % '\i '.•� ,``, / 1 �•a1 J\ \' INDER SEPARATE 1 r % '� , , - � , - _� •.• - _.. • ' 1F /// t L POOL�FLIG T,on s ss. `� •'�^ 1 ; / ('� F� '� t� �� �\ m s'E4R:GE` x X j I 1 ( �, . Reinoge-two(2)dead t f :3aA X ' �y� c 2 I i O � - -•- _ _ -': 15 0cz PRA. --- ALL SANITA • � red Cedars - • g 1'jtj jr SCJ•1V1=�`10E M �• 1 (\ ` RY SYSTEMS ` J _F_ LSC C f vE CAST IRON _V_� � 1 -.�:.�•= o.� I P.P1ct� " 'D' -`' I ti � 2500 GA P.. •y" /F : ' 5+groe 571:. .. , /!/ \ s-�_��s-iEEs-:c- 1 I.!. B g- " , �! `,\/ S� 9-14" , /� `, K �' j `., ----4-'- -- - .. - _ SEPTIC TANK a T. MIN. BA.UNIT : 1 -...._.. -.. .. .. \\ i• 1 ^'T// `s' ` ,•_ _. _ •a ,� ,<�� .0 1¢z2t.•e�xx�/ /•'u%\ /�K ' i 1 •• • ,5(d' .:. __ \ \� �// ,. ✓ _, ec._ e¢ / ; ;�j/'^ti1\ ,� �YY W j\�C l � ... _ - _ cr::. t 1 _ - 11/ /� *`e \ i ;• r� . a. , � �`� _- I *• /�'^ { .. ?oa- >FIl,"Ae2}�'t'`rrttL 1" , f ',�pa D Cy/ V , // � 'I / �JtTI•I�Lfx.�C.•JFM .• ,, i } / l( 'b ' !S. s5`�F. Y '` • \� I / S 7-'[N I T A R 1 e�S T E 1 1 e- M... \...," 1 X' I .----- _ ^v. 't�. .1:>a 0 . , \ A5 / 1. . - •:859 '"w't -�- ( YP. OF 3 /`"./ ' 11 i�/ '�C 1` P 3180 ra^.FT. -'�_ - . 5Qi-T. °`- �� ­14I w _ P` a� 1 u C.I FRAME W/SOLiD l -' -I \ :� - ! I 1 NOTE: GROUND WATER ELEV. ,i'•.© , . SGALE _ i4" - 1'-0 X'# `\` ��._ _ ! ;, 1 •SEE TEST FIT INFORMATION SHEET SF-101 I SHE GLOCKi�ENG ovERATGRADE '- FlNI ! ' ``•. j ,ieID I 1`-` �, - It 19 h !. /1\ 'a+Y_. I l �( Cs..��'s= i I anY acting \\ \ / i �_.. • under p \\ , t / 1 � " .t \ : 61"' I M� an Item r 1 OF an \\ ` I , /// ♦ _ -� I ,.�- I `x�` ` a p_7Ac AtE z i arch tett.s shah affix to `\\ / , / QLD-cR I ,'� . ',^ i Eald1.. 1 = 30' r Z his,tem the tered)aT+'Followed _ _ - j I� •, ! sucFl ! on,and sl. _V;'o I / LS I I . `�• U I PRECAST R.C. by Mg 7 anature ah Na a of a terat, '• / I GRA/EL 1 '-:re-- >-r: / ti TOP SLAB ! 4c a tie atCeraG `' i \ 8 I _ I optz-<,s COURT` 1 -- -eEnrlc--- ' i / I i 5p f scnptlon of Che an. '\\\0'. ♦ I / I�UXE_:.E !w .,2 -__'-'- 1. ." `.t i ;82'0 SQFT. CLEyN{_OSJT: + ,;, ,. ,i-,, i :- - . MINIMUM SLOPE `O B . \j o ` i I �>e' iA% K i 'T o. !.g 1/4 • PER FT -' ` = I �2 ! { �. \�a j \ l IN IN% , _ �.i 1 A -AST e,S�PIPE c• % REFER TO PLAN FOR WITH TIGHT JOINT I • II s I / - >, 'I� J _ •X_�T.rrK OPEN OR SOLID COVER ` �i \ � / 1 \ ` \ / `LIQ, ` 1 I \` ��� I '� o�ru.''' 1 FRAME AND GRATE BRICKED TO�\ s ip lj �n I •>c'' a"a RADE BY CONTRACTOR IN �"" J� 1 \\ t t \ - . RENVFr^ED • . / \ .e \i r , ! )) flELO {ALlOw 4' IAIN I2y Awu. \\ '� / \ \ / I<�S .S / i :• - , FOR A!I IUSTMENT C I. FRAME 8 GRATE 1 H_� N. ` ' �. i _ I ' _ RIC ♦\\ i ,` / \ f ._ . 3EPtic s. , 1 RIM ELEV. - !� K//5 AT EW. I �`' ` CAST IRON � 4 jE \\ i t" �` 1 ♦ I' b ♦ T Pt , •" > I .: t TOP OF RMlG ELEV. Z• MAK. StE PLAN FCR FRAME IH(I COVER TYPE o ao WITH TIGHT JOINTS , t1' \ e S 1 i , , , 1 HDPE INLE P��ppEE /TOP EI LY. ], 0 12' 0 1 M I PER :: J \\\ �t \` pgt / ' , LEAGIIMG as i +ti 1 (FOR SIZE ASEEINVERT .-_ •j 5 ; 1 n 4 I I \\\ bm I/ I P�, „ . n l Lrl / -- r..._4�.I 1 W CONC. 1 t . I ^ , \� .k� ` '\ / 1 r EiOUL`� =R d1A_-5 DEEP - , ,/ i INV 4'I P9 ®P'9`, - - --_ STOPo!DRAIN j g' '01, 'n _ N r. ' \;\ i % � �, / / l ��\� �S,PIT-t - - o /f' /t .. = _ - CEOTEXTILEFBA4� '0T5�1[l�� - --- 1 �. :, I ,\\ ` a ! / r ,,,Y.,,. f ca^.MG f l w �-I�S on en C - - t 1 . . i ,t % K.:.: '9' `\ \`e g \ \ `I I ! .y,... 11 _-°-. a .•-o r a? ! . _'-rrft ,a 1z�1P � - ----I r I t.� `�/ C - Ju4 irs �; \` d' // �^ I i' () (D : i `) I I �//� -� °�3'��it � ®®rz�®®1• - -___1 1 r = SECTION A-A , r W O '\\ifi - 1, � % ✓' ' \ / . ! / - - t ' i } I? // ,-moi 0'.00 I LIFT Ii00KS PIPE TO CATCHBASIN 09299 Pn��t? - --- _ III , It (n I ' \\ /gti`�'g'o,`"\� T '� ' ! - e r ! M1 / 111 I I t I I I I 1111 l 1111 _ P5C?'9 L?'1 _ - --- I e �w ! n --� a .. i \ / 0" v w �....1 / / _. / 1 !;' �,>/aj �l!tntlnuuln � _ __- I V " i QI , . I p� 1 z?,,,,�arc,1\ i �` �! - I` 3 - -- - •e-a ! ;i-" 1V, 1 AS PER FIELD CONDITIONS ��t�2n�4 - -r--I � � 1/ To 2/3 i ',- 'Q (9 . gp,. r, .p'IAp'J°�1\\ iii i / �- ! / / / O I , /? V , - I UME I 1;;5_P-_0 Aye E "n \ i i : : i ., / :I NEENAH FOUNDRY G�m 4�'9 L s, - -�- A I) Ly Z 6 1 g `,\ _ / �.. � � ! /cl TRENCH DRNN t30TTOM A I [1 pG U;n? \\ ®\ .a'lir / I �' 1�•�' ao i� COiiFT % ! , G / �, CATAIOGUN 0. ti� 1 ,� „TE. i{.`.ri�;- �� LS NOTED OV n 1 . I ( I Y `J `- R-4990-OX, WITH ! "tMUM to �{' \ 1 �v , / _ .. - _O i e •f •?' '" 8 TYP PET2IMETER FiBER BOARD P- -f =�' i' / f 6' M N -NF.TRATION ." v,, GROUND WATER . ` _ . • TYPE A' GRATE --r \ / / �� r� / / r - / EXPANSION JOINT M iN,O ACCEPTABLE , r"s<` C•'V � � 1� J. -s 1 -- / / _ /" i , Y 00 ADJACENT PAVEMENT LEACHING MATERIA •,•r � '� / w "� Q' i. - ' I _.� \_.� C_I - - rr�' / i // I \ 1 2 IS CONCRETE L yi.°:', a 6WITH�CKFl UNDER TERb1l CONT ^ / J ' +S O N ' _ � < I / I M - _ x �j J ' - --_ j< MY. (SILT do CLAY FRACTION NOT TO _- \-n. l_ _ __ ° t ' C i V / ' �'+ RETI�ORCRIC STEEL j LESS 5X FINE SAID, SILT Qc �, '� _ - - - - ° D , t, '� \ / ` DcCEED 576) I! . iy - ` ` A- as-- .. g.. ' ' - _ _ _ ---- --" - ' •, •' `f B-� CAST IRAN PNCE DRYWELL. '• SinVal • . _• Q -_�•` -� 11 I _ - - - - - - '4; / / r" -w/ELBOW ASSEMBLY. �� z „ �� monm F I .%� M` ` - - ,- •0//f �r� �{�� SCALE: NTS k . •. �/') `�. - ,,c. -�./„` $EG NTE0 P-L')--'C STA:VIYG 714LLSe �/ 'J! IL 1 FIGIR/fl �A� I' 0. i ' - _,:* 1.y, ,.- �" .___�- - e------ 1\ - -- -- // I f 6v- OL'Y FRAME •1 . , , �•..G- _ = _-_` -- - / I) AND GRATE SCALE: NTS {. • As . < ? ./' - --""' _ _ ... ..s;��D'STIIIIII `---------- -�/ (A*BaL F7UNDAR Y ! ' < S �{ ° 31��„ _ _ _ - ---� C r. 4AT=RS No. 2815 S PTiC TAtVK i• CAMMU.FRAME COVER I �•t •••-w,,e ,� •+ i roJuaTwe: . • • , MOOEt.IrQ 7735. .• -'�_• �•rl CAST IRON FRArE AND COVER i ' Q To GRADE Clears ate fora royal' tam (s} ` • NOT ro sc+ APPROVED EQUAL i �.�!✓ _ ' (SURFACE WA O TO PREVENT f 900 BAtLa� BEAC 'f IMPROVEp LOT --- SI' � iSIDO BAILIE BEACH RD / FiNAL GRADE.�� SURFACE ENTRANCE) r•'0.PIPELINE . f ` SIGH7101IIT ° ° I- ''' ' OR END ��-�-+��• NIX.SLOPE IA"/FT, i' 'I i :. t +�:; - - BAFFLE I I . 1 _d__-- - _. .- ._. . _ _ - UP AS 12"MAX 1� I • 11 11 REGUIRED R.S. ONLY , ' I, - '= i - - E- I 1 24 i �wl i '- ', !'1P1 RO�/ , !,g Or"Tak: • - , . YARN PROPOSED LANDSCAPE SITE PLAN -- vARD i ` ! �`" ' - " I 2FT.MIN. OF IRU E : .; [_� ' I, ! ,`- ='`1 DRAINAGE Sc . �, \' ' ., _ 6'�MIN. !+ �.- z'Xz' ?�tc�sT T O _.,i ;:�, ( 1, vAldlES SCALE: INCH=20 FEET tf E Bex. I REQUIRED 6- _ - "�O�/ s ' ; , SANITARY :SYSTEMS / / I AS 3"PRECAST CONCRETE NOTE Alt OUTLETS A, 24"----I. t `DN-' 6"POURED•iN-PLACE AT SAVE ELEVATION 'V OF OUT`HOLD �I � � -�iI j., 3W ELBOW I "D.PIPELINE I! `L= OCT 1 . ��' SITS PLAN' I TINT JOINT ATE 3 8 '2021 • �'''�taeows ----- _ MIN-SLOPE I/i".FT. 6�8ZI , I L-_ ' _- rrojecc 9: s ,i•-�-yu.}•F ., 9csk. 2 MR4. 6lYETLT. C 1000-9d-03-t3 • 1 e� / ' ELEV, r JHVILRt �e ' .t&" As Noted . tM i' : I - a -. . a ELEV. ENDC.APLEVE! '.". Oe'' a,,,, �� i ' July 23. 2021 - �, __, _ ,. .-' DISTRIBUTION BOX DEVICESTO R: NSTALLED J �' - 4 of 2i • - . / ___ - ON ALL OUTiFr::�L$ ` ','; I / PRECAST CONCRETE DRAW F&ET DETA�. DISTRIBUTION BOX . ; , P D A t E DETAL 10 2 . 0 0: SCALES NTS11111!1! 111!11171111111111111� sliuE: errs SCALE: tiTS ! I. :~.iI ' ..., i1 .... all 11 11111! . I; ` - ' i 11'1 ; . I . - . . . . DRAINAG=E DE91!aN �. � caxicsvte.RaaPle.�anox la waw,eg N 55°03'10" E ..—--' _ -' 1 DRAMl RXFDR guar rEL D ApoN a DRAll ORYI ELL RRt ELEV. TD.Sl I'llSD.Rl DRA Ol O r.ro SYSTEM AREA lr 11 AREA fJJ A (.7) T11 f.r f✓l MOD fcl Will DEPTIl PROVIVED WATER EL &W A0 1 2680O 1 0 1 0 6100 A-1 0 SDO Spm O 6 f Ip 30 1 ;j g 4 16 I.^ I A- 6 d00 O ' 10 .�—-• -'- ..- .- _. - A-.5 DO Ina n f ® 30 y s°0 r A.1t. 4l S, p n w5r rA� I 0 z I "y16 J$I 2 -v ame a .n S fi E I C'''' '' _ .,� •^_® v `-�-_.'.._4i -.---�.-.�-.. .d.�.-v- -'>=....`"e'�...-..�--_. _ - - „�'�-'"' --.--�T g_ - 6 6 Si^ t ,n eY�� �� 'A _ r � _ _ _ 4,,,s. <-•' - _ _ ME- P91 Oftfil E STRUCTURES SHALL BE PRECAST MIH PRECAST OPENNOS FOR DRAINAOC PIPE(S)•AND SHALL CONFORM TO NASDAV e COUNTY AND/OR VRIACE STANDARDS vn -�,•>,� _ - - - v. �,. - ,�•J` -a r. =-.•i--r-� _- __ _ ti •..-.te d ( 7 OR MAKNIVU SLOPE ! 2 ALL Bi0RF1 DRAINAGE P,PNO i0 iE 6'Hlgi OQ75RY POL18TH11FNE PIPE XDPE •1�Ofi WWMUM SLOPE AND wt, S A'�I UNLESS OTHERM75E NOTED. ALL ROOF DRAIN Ill TO DE OY CORRUGATE POLYETIIriQIC kPE((7P)•LOX MINIMUM SLOPE. 5 \ / i g7 J. 11'ADS SA9X-CRA VER FOR ALL DRAIN SAffi19 SHALL 6E 11"AD!NriWMABT U(ICTBE IRON WIAR PATH CAST IRON iRAY4 ^, j t�.- - _ r,`. _ ���•" 1 \`�1-' .d �. AND LOQtNO DEMCE(IXt MPROVED EIXIILI CAPABLE Or H-20 LOAONO. Co OLUFF - -�: •-.1 `¢k- ,.` --TOP OF F3LU�P �s i i A CONGEIE 870RM DRAINAGE UNITS TO BE PROVIDED BY LIN10 ISLWO PRECAST(eJi)100-0240.OR APPROVED EQUAL -•�t! `•`t \ qy'r/ 5. ALL INLETS AND BRAYED RUR)€CT TO VEHICULAR LOADS AM TO WET H-20 LOM RAl REOIPREMF-NTO. rev pxFadoe— ;"'~ SANITAFaY SYSTEM DHeItiN FOR®6EDROOM RESIDENCE --' w- 'T r,a i •`;1-�- N 1 'lei- .:`- "1'1.>r5-1 1 t 7530 6AL,SEPTIC TANK 'GUI`k®D Ps U yip au0w INN Gb-BTA6�fz031CN HA AKC g,, •� •�� _ - MINIMUM !GU LID GM 6UFPAAREA OF 61 SOFT, r wA mrc w+a TL ' Snear,ar+rs I (J :: r ti 4Nv, oI/e•rT, Q=10'4 OEf'TIC TANK UhfiW A LIQUID 011-1 GR D'a 7,500 GAL. • � �, `. �•� `--�- - _ _ NAA..,LIN9 1 -�` Lld'JID BUSIPACH AREA.60A BGFT. q i' •✓ B @EDR0,0.�p18��®ISD GAL/SLDR:DOFr/DAY.1,700 G:-LJ DAT DE84N "'J •,. ?10 600 BP OF BIDE WALL REGJIR(ED h r; WON B'a 1.17404W.POOLS. pC: sP ou eE� � k- yy eCn i5T eFJ vP a 28.9 USI?l8)D'm x e'DEEP LEACHING POOLS•2=FT,OF e2 e'DEPOxTH PkOV DE wawa wAitR' r ��yg, A ,� ACRES 1 r CLEAR SPACE FOR DDn EXrANBION FOOL T7) 6'DEEP TO TIE LINES U \,\ � \ \ \a � � � »�. .,�-'- /moi_ --.<•= A�..�� ---1n,e. �� idtA4AYIh1f t�kf°'u"'e' � � g °' % \\ __ -� _ l - -- _,- __ --I LEACHNG POOL a "a � nrc€ +g --- ¢• \ \ .. --_ �. V,N 0= --.:..��-.>---8----------->-+ ay ✓` `\\ 1 INSAO' •L550' F� 'A� �+ •� �$ ,\\n,\ ` '�.•��� � -,,,� y..9^-`•- - -� i ��.. �_- +.,,?_iJr`al�Y -_" _��- -..�1 � �-� cls a � - _— x xiB}'� -Y-.=-_�-- � (A d TJ A � Dlerl2lOUTION n 'v 4 ii \ `tz 'rcL r:+� ti a-i K h✓<: t I aox m JJ el ""', n2361 Tl ',K:C 6YDTDMB 6 1 if:IR,'PIP- \ 7h, •Z _'-.��p„,• M ';Iij,f Ay; x.51^&N:.r (x' _ { _ ! 6606AI., TO Will 41 CA47 IRON ,('�, \ °/) �. U (' �'1'---•/F°' +.2 O: - I I y fl oJg",RT.MIN ice T �/I � ec>e€ews+�•s•y..-m,d (�5 I��., 'S � c@TdPl6 A'NC Ma.WIT TOO' �' ` `\ /ri �a -�-- - - _ - -..�ct�, �"!i."''�s•`.>`' s!����j7n?y 3•z':jJ�C�` li � II � 1 —LeAcb+`�\\ — ��� �/�. }'•/ - �A _, / '� ; I SAN17,4R SY5TEM SSECTIONTYP.Gf1 ' NOTE+ NHE9T GROUND LUATER•E_ EV.I� SCALE �" I'•® SEE TEST PIT NPORMATION SHEET cacnNDmvt AeWAe€' Sil nx�,ntR atwc e9,�• ' *°�"° '',i',\ '`�/ _ Y7 1tpl q Nq� /Rh Wma t+lraene W VUR<rt:w.-Na F '� �I� ,c',{�/''-''r ti' I MaI,.• Ik 1 E�rfAYATION INSPECTION RCOUIRED 3 SIYPgUy sps-ra 0.s..yt untlue✓p,.:u,,. -• r(7-L pae#w_9 LGrk � ,' � - f>.:,,,; TIM I 1 _ 1> / Sa FOR SANITARY SYSTEM 9�;I syr '� `K. �', , �. —�� IS"^ ee- --r---_ A+nloaomSIoNs �e nrxeALwaess TcST PIT I awsa�°oEwuA°a< uc.•oao sl 1 2 3 4 C DIG DATE: MAY 1'1,2321 TIME, 10,03 em. _�' ' u'r _� \�w^-•0'� -�'��+- -�-'�"""'�"--_�_- I ..-• ,�r s'� � v1lI11 m P aT Oa r p3 S9CD B eg arnWOMArDYLr16eo4 rrrRuoDCuRYeAvt0 Deeeu,DaAa,A1uoAYURMYEAYDMev¢S,eLaOrMO.vRIDAOMOIYIxeEGeALaWY.e JrAE,YuuM6rAiele'eUNwnCoIDlaea1lOrua¢% GTART GROUND ELE/ - g . 1� mxrzWEATHER, by M06TLY FANY DEPTH OF PIT: 10' � tGpGFOWD WATER NOT ENCOUNTERED m.Ueliae,l a E�xZ DEPTH(FT.- MA RAL CLA55 ggipI `llIge GM rc60•u 11•65 ®33D GC $Ig °4330 ftu, CAAW%avLLvuwkDmaaO4 — S TaSE•my MO¢p �x�e II TY&q=2A%OftTMM dL Ep E'of a !, Y---',r-"` �"� ._._.... a, �- — _. -?� •Iy.O' TFidC¢Off' i-a5 'R oamuwa,tAowrrweeweieoanaAlsna .� m a ML ann�retwraa.mrA.mmaenwmn pA a CL w°pwa.TMwn Rroiw�,�D.weramwcasrwn ,��„Io x`j .- o 91. �-j /�/ _• '`� _ •--., i/•' t' --•'`- '.�Y_ a� ri OL aRDY¢Onn AMD ORONICeaT'M)f oripll _NI. f �j r✓ - -� - p ,m - T - --:TOP°OF FLUFF"'"� l_Y- ..-` ,-pl �'TO_P OF BLUE_, I (7T ? eFaele.¢D eT, a A ¢ e E MH 1tl"0Nd0eatn.MD�¢Dwcw¢rtwAnam na TEST PIT e!uaDPez..ua�Rcl wm'ann /ou,euna;un. 1: 0- +yw� e oawwoaAnarreavwrlDm.rArann �+ 1 :,rlr'wlU `1 DIG DATE, MAY 11.2021CH cOA3TAL`RO A A LN 's .9 n ^-�}`-, 1HERI O'M00PT9UM1LNl' p SS■■ r aro. OH DIm.Mo uAnO/MewRlTor401nAnlcm. U `moo RTART GRCUND ELOV, DO' o noa \ DEPTH 0-PIT, 10.0' WAZAf•SD LINE 1 -. ORCUND WATER to, 3G s' cePTH cPT, Ttw a c a c y 5 �m Z \ / / / \ \ / \ I \ I .•` .�`"^ I D P MATERIAL wr O11,0A'(u�u a a m WAM wcri 0 2 TCP SOIL il.6y �_ F L. ^ r O 13 ?a.aVAr .,.-sRA.•pL T"iv c IDDD-89-D3-13 R\ �--- ,..1 .--•...,_.e.._..e-_._� _I Twr 6/AD, SECTION A_A iU °x T yw tiRcva ea B nar 4REA•2.513 ACRES \ WD TO TIE LINES 1 \.- I�. --—�.R��' m �q \/�y' P" ♦ .__-..�.- `"..r' .''- _ .��T,__v waxta Ir.m'�.I,r n j- D n u - - -+.- --�- ar•:a A6�'4n�td�'�t„4R�eG�9t£? � - v - R6R WIT@76TAT 3eEPeATgbNT RVEr - f 1 THH MTHPIC Ly PAP R 16 DURvEt Ir uµ `' _ - --- - - �.'-' 1 WATER-6UPPLY PaPAr:Ipl$•�PRINT • a aa°1a'4 Te F ¢, C) \ \ \ wIO.FeT O.ROUND WATEAL TO E!:AT 1:L.LO CA °b .0 a\ \\ \\ �r�'/ r:• �' «. ;r"=*5'--- Ott .��---- 5,. \ `Y o \\ �. // -L-- ._`• •r _ _ rn xaa±t s _ _ __1 ! 9 w :, -r '•i• _sl a I ., ". - ❑7 m 1 .- i .-;•i :.'K.::..•,.. Elm 1•e'r OALY,RA1�6 TDF' BOT a wK M ro V ami Nt Io v�9uc x-a-M. 1Y a . \ ,��{ �, y, W I.. ':�;T�.' "�'.• I.ee ac a awae w A cDm,nv+mxY,aa IxetaY \ p t o r n - r^ 0 ;�`•7 1 f '- -:.• I: iD mr '�nvAa ua�R"cuwao Aar yc. ucm w^.c a \ /h`•� (G��`k❑{? ,,y bT nc �x kas,DENes �„»:, 1 II��' I I is - ''`' aaM M1eavAT r,ana awL�aeu¢o owa+m wm.Ma aro a ,.q \ ♦, - +iv. �.�•' VCL. X jj.",�+t'/, <,�,E1.°'x3 4 '.! �. ^:Y� 11 1 / Vl ti•:. .-a-t OALV.PD9TO i r.S�plp ro p�ylP,xp,n ex+LL app p�pM.qaU aT p \ `!/ ` - ��r.^a fr $A F • X 1 I �` y. -J.I p tl i6'Y[bNT MIM wT0 M M! g0 .IIDYAtT w. Aa,, 'a �G 1i - ;Zc:;y .cD .o. �' r I. / 1 _ _ :•;��; $".� •a "`Nir LIN,C P6Nvt LLV OC@EN O` ',?: ?r,'.~f7 `�•"4"' 'C 1 V` - i i VNrL FILTER TEYORARY GRAVEL CONRUCTWAC.1 W A q Aa.,,n.GAweua. _ _ / .•big,,. c '�` 1 ` I�2 ,<'"'� - ENTRANCE/Off DETAIL '04',@OEtiA:aD'J7/ wui x,e U _ _ -;E; _ �,l- 'E/X. `'�. ID / f y .�i� --`rIP 1 `7' ••4 a `•`•, 'Ytt`LQdf 1 l "-�- __ ._.�,:. __:.;� MwC RRn 3a - 7 q'4*6T w We. \\ :r ~\ St •tD t1�'.iias �Iv / $ \ 1- - "� ARRA ,. - F �}:�O:K I f I a .5•�....nw aqua.b. \t15 ,D/ r,/`°• colt. ,a'D` '`/��. �-^-,, �/-,irx� I�" / / 1 _`"-':C�-,-.�. 1 ATTaa nT�Ar000 rosT '�� att C' -" d tct .: j / 1n. a a.iw asx„Ia on d l4•,b,:.,,. Ot �1 �r�'+-�qJ1 `�_ '' ramBCI.W"ia Ca,$! .'r.1-�'.-. � ,.4'j•/ �� 7EMFC�-if:K2":' GC GIIQN Fc^:GE •1uL®Ya _a._ _ - - IY�G4 r. -•.\ Cd `rE6LaF % 1/ l / - � I., N �nfOv l J . J i'I},. --Md ..0''dLl :�nawr" wamr / COULDER WALL (n N E. _. ALL REIN=TACTED S5%CR L XT-.M.:I"'" miu•+i.-5 I / I i 1 BE COHP;.G.TE7:5`+CP Ma1:,'ITY Itt \•-wH \ � , / / � STANDGRD PROGTCR DENSITY � 0 w YRCD rmr r - a\ rA, cwLc¢rt uutg I 1 '�SI�: tL elm r^Y �N 601L RSTBNT: '; wW uAA U) q DN FILT@R PASRIG t J 1•r1:14 ton EM1✓°@DMSN* e SEE- L,-,i u '�`' ` '•' ` / / / /, `S 6,4 23'(dm" W a _ 5f7J.00' emr.ccMr. Q 5 � UAL �� ���`la .-.._ ,.y j, �•.- `". �, �/ /�', �f - --- - --- - .. --- acALs,N.T . u•1m,., ,. ��� _ ADHERE CAP UNIT WN(CON ADHESIVE IN AnANCE W1nw ' b R e P€aNDTIP.) wFCNei waulAnDNn, rNLMlueMANUP.Sy ❑ _`I Q t REFER TO PLAN FOR T.O.W.AND �dmwaWEi�iddlal �3c -��M �` MOST &�u oc n.�a arae eaTnas ro w,Aaa D.O.W.ELEVATIONS(TW.) 1 AIA1 r-IT-—4a sxawE la`xT AYD ADlata [ _-> — "'� i/ °tax waM M¢c wT.Y'uAcwM racouucxow neA.� + `,�� ' r _ -`•'- /- , /(D BE*STA E SRW IUNIT SHALL ewe --w', -.-._..m_ j ,; •�J / I;7 DE*STANDARD*UNITS BY A gaffe ar.w.ee ornaexw W ulu nur wu YFRSA-tAN DR APPROVW I�map+r e.sc.T are-art um u}a'eL wmrpanY c 3 / � EQUAL(TYP.) aeo e:crre�•a.•+m:uLu `._ _ �• / EL vAR1E6 _ • ��✓` i A t7 :s`" ?. EIOWtt�BACNFRL %T FENCE DETAIL AL R '.,,, G.4ur.,'</�SHALL EE DTRUC'NRAL GILL 1900 BAILIE BEACH c S 64'23' -`- s o'=o''tT�PJ ,,.-.- COMPACT®DDR Of MACMUM Clears acrzfora rovalstam s Qom'W �'__ GRANULAR LEVELING 6 - STANDARD PROCTOR 0EN9n 163.85 SAD e'Haat(MIN.) T a, b ( ) IhPF20YED LOT COMPACTED , ! RETAINED BAa01LL(TYPJ I 18m4D BAILIE BEAC / - .T BiRUCTUMI FlLL ARCHITECTURAL / '-�',;:'. OEO-CPoD SHHL DE MIRAaDD ' E%i REMFOItCEMFNT 0100x i1",:ti i`: OEO FABRIC(TYP.) COVERA�,OR APPROVED SITE PLAN SITE PLAN BCAL@ I'.7e'•0' / Ti Ea (TYP.) UNDISTURBED SOIL DR--' ti niti=' F-.,./. 4'aA.(MNJ DRAIN PIPE SEE ATTACHMENT(S) / SUITABLE RAOOILL j W/FlLTER FADRtC.PRONOE / COMPACTED TOB R OF bbi THRUI WALL WEEPS 030•-O'O.C. MAX STANDARD PROCTOR DENSITY(TYP.) AND OUTLETS AT ENDS OF WALL Doo-ro-m- / DRAINAGE AGGREGATE 13' n0at(wN•) 7uly:O,20E1 y,e n / / SEGMENTAL BLOCK RETANNG WALL DETAL SP-101.00 ETNTS / N SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, X Y, 1000-99-03-13 . SCALE- 1'=40 APRIL 9, 1993 FEBRUARY 5, 2021 00 '�� TB 9.5' TB 9.5' Zjj 55 /yii/ii'i'/'''''' �6 C�j /! ��� PGP %•' /:': %%�%:%',''' 36.7'+ ,-",'' CMF 0.4'E lo FENIND Q ' ✓ ii�ii'i%�'y��'� O.L. E—W ,'; ,.��' CERTIFIED TO.- lo MAZI HOLDINGS LLC CORE TITLE SERVICES LLC ,�a'" N/O/F ' FIRST AMERICAN TITLE INSURANCE COMPANY O / ;.''- _ / r • LAWRENCE D CATULLO roTB 9.5 /'i'i'iii'i�/•' .�i�/' c_.___ i i /' /•' // le �i�.�'i/I�/ii'�i `3 __ ,/ ♦ 31.1'+, ' / /'le /' 1 \--30-- ,' y0 / J t r 11 \\ \ / ,� / / 1 1 \\ / +20.4' I i /`/ t t 1 30 / I \\\ \\ \` \\\` 7 0'+ ----- /' '/,/' `23.1'+f ,// 20 .....�`\ 1 t STEEL 1 1 1 \ \ \ N--------------_— �. r" +..+'r— 1 1 t tp CMF GUARD ► 11 11 \`\ \`\ ,..'"� /I'—' O'er 1 % N 0.51S RAIL ��// 1 \ ; \♦ \�\ `� 24.6+ ' 1 \ \ \ \\ __-- __---__--- '.''' � '� 1$.6'+ / r FEN.COR. \ ` ` 0.4' N—S 1 \`\ \♦ '`\\ ` `N` _ ' /' 'I"++' ..._-_ \ I It0 S E !/ � ^�DO 0.4'W \\\ \\N\ ��'----- ._-----_ +' '' `\ 1 i 0.6'Si 46� !`♦- ``N `N\ `��� 19.4'+ -+-'- `\ 1 j t � a¢ FEN.coR. n \\ `------------- -- t p� O.L. N-S ----- __ - - 14 - ``� 1 1 i ! J /st o.1'w y\` `-- \ 1 1 1 t r /00 \ \ + 1 t t C� oy `. `�----------------------------- "IN - - ---- --- - -.12 ♦\ `� i i j i i N/O/F \\ 13.1 + �"HOUSE UMP \` \\ at LAWRENCE D CATULLO ,(� \oy ____ \ 1 1 t t t KEY 4b oy e� cn ® == REBAR o Q9� ♦ °y ♦ \ 7.3'+ \I 8.6'+WELL �FEN.COR. t / / / . r / 0.7'N a TEST HOLE ''N•+'t�GE/' OXW _ = PIPE METER / / J / ♦ / J ® = MONUMENT VAULT °y / = WEMAND FLAG CO-) = U77LITY POLE °'� 6MF / 5620 = HYDRANT FEN.END N/O/F BOTTOM OF BLUFF RET. WALL 1.7'N RUTH I LAWLORnF = T8 9.2- TDP OF BLUKHEAD ELEVATION , � ME7<n A54 s. ; ELEVA77ONS REFERENCED TO NAW 88 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLATION OF Y.S. LIC. N0. 49619 �°,6plV/C�b S OR SECTION 7209 OF W.THE NEW YORK STATE EDUCATION LAEXCEPT S, P.C.,r A5 PER SEC77ON 7209-SUBDIVISION 2. ALL CER 71RCA 77ONS HEREON F s r_ 0 FAX 6.31 765-1797 ARE VAUD FOR 7HIS MAP AND COPIES THOR COPIES BEAR THE IMPRESSED SEAL OFETHE' SURVEYOR ONLY IFREOF AWHOSEP AREA= 2.513 ACRES p^ jjC�� 9 SIGNATURE APPEARS HEREON. TO TIE LINES 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 93--16,2 14 7A 10 N SURVEY OF PROPERTY A T MA TTITUCK 7T TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-99-03-13 SCALE.- 1'=40 APRIL 9, 1993 FEBRUARY 5, 2021 JULY 18, 2021 (CEHL, NON TURF BUFFER) O FEBRUARY 18, 2022 (FOUNDA 77ON AS BUILT) TB 9.5' 2 TB 9.5' ✓�� �� P` � '4/ Ta) ^� . � ♦' mos CQ,� O� !� _ 4 O /' SEN ----- ---— -- - -- - ----- -- -- ----- -- h10 CMF FEN.END • OGJ� e�J�/ ,/' / O.L. E-w CERTIFIED TO: MAZI HOLDINGS LLC / CORE TITLE SERVICES LLC FIRST AMERICAN TITLE INSURANCE COMPANY TB 9.5' / h�8.3 TB 9.1' /' o O' O UE GARD CMF RAIL / sQ ip'� a 'm 0.5'S ►•13.3 mo. : ,,`1 FEN.COR. i° 1p9 `a CMF p'"V` O.L. N-S 0.5'E O 0.4'W n 0.6'S 56�y pp OD FEN.COR. 00 O.L. N-S Li n I Q 4 0.1'W 00 �y ON, z J KEY \ HOUSE UMP?+ a O REBAR O Q = 011,® = WELL cFy M b ® = STAKE Aq,� oy N F,yT � = TEST HOLE / FEN.COR. 0.7'N ® = PIPEoy NCE / I 0.4'W r �b, N VNK�/X a� I I I � ® = MONUMENT 00,O \ cN� X °y �� �6�' I ` = WETLAND FLAG METER VAR' 2 2022 I x , m VAULT \ = UITLITY POLE oy I BUILDINGDE- = HYDRANT oy GMF Z�O I NEIL✓yo 56 I P���,p�•M�t�R,�. FEN.END p �+ 7E? 9.2'= TOP OF BLUKHEAD ELEVATION RET• WALL 1.7'N I �' �� � A '�� CEHL= COASTAL EROSION HAZARD LINE i 4 � FROM CEH AREA MAP, SHEET 3 I tilk4a �' p ` •_�Q Q5113'�' ELEVA77ONS REFERENCED TO NAVD 88 AREA= 2.513 ACRES ^' N Y.S. LIC. N0. 49618 ANY AL7FRA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF N.Y.S. LIC. NO. 051132-01 SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT TO TIE LINES PECONIC SUR ORS, P.C. AS PER SECTION 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 12JO TRAVELER SOUTHOLD, MY. 11971 STREET SIGNATURE APPEARSHEREON. 93-162 SCDH REF.# - R 21-1468 N G r#,' 'CIO P C71 Mi �$ SURVEY OF PROPERTY AT MATTITUCK ` TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-99-03-13 SCALE: 1 =40 `�Q APRIL 9, 1993 FEBRUARY 5, 2021, O JULY 18, 2021 (CEHL, NON TURF BUFFER) GJ FEBRUARY 18, 2022 (FOUNDATION AS BUILT) j' NOVEMBER 15, 2022 (FINAL SURVEY) TB 9.5' + TB 9.5' X• G _' i�ii'ii'i 3��. j Y! !/! f f f f f ! •5@ �C 01. O FErn N.END V J p -�V �Q i,/�/�%r �'�'� --�� - •�� F -- O.L. E—W IO OP` ! cJct'�J ll 2 3 u '` ! //iii -ii - -/ • (J� / - CMF �3k !� -- � 0.4'� T 3 a/Jhx"' C&"sc '.mil!, .rav SLtry ,, ems; rp dDevnC°CI."'{3 c^(Id.C2: CXi"•c,.'r" ' �Ire i�CI`.�: h'N' •f.. beiFOESAF6= N h�1:�( s h jp- / .Ilse - ��- -/iii-iii'/ � , / / -� -- - r•w:a.^• i./.•-r. r �r_ _ s' B 9.5 lol tK NY TB 9.1 0.G 1 1 STEEL i ; e��9 CMF RAIL RD I \' \\` C.EiPFF? ) 0�5 � s // 0.5'S��NGN�S r CMF ccR 0.6'S/1 6AC 2 O O.L. N—S X76 \No�p�Y� SGP R� y �Q J1 /00OXW PROPANE \ TANK 0 Q = SEPTIC SYSTEM °y `°y� 0 OLOCATION REBAR 10, - ; ® = WELL A B °y ELECTRICel; ® = STAKE ST 32 17 / °� \ METER / � ; / • = TEST HOLE l O Ftir �P� f /' ; , ,'�' --'`� 2c�' DB 39.5 25 ��`' , / , , , 0.7'N R, PIPE �O O� / ' / / - o.TN ® L P 1 39.5 31 °ti �" 1 ' ,, ,;;-- ,,-�� ,-/ I o.4'w ��vo�a ® = MONUMENT i iJ '' '� 6��� I _ p ��F G� /.�v •�rz WETLAND FLAG L P 2 3 8.5 WATER 011, %% ; ,'';;';;' -� I - Q Q . �! ' METER F- 2 f> �e. p. , Q 4 j" . = UTILITY POLE LP 3 51 133.5 °ti 3 , = HYDRANT 2500 GAL. CYLINDRICAL SEPTIC TANK °y 6. 0 , MF 6 WITH DISTRUBU77ON BOX 0 S & (3) 8'X8' LEACHING POOLS FE4.END RET. WALL 1."N 7B 9.2'= TOP OF BLUKHEAD ELEVATION CEHL= COASTAL EROSION HAZARD UNE FROM CEH AREA MAP, SHEET 3 ELEVA77ONS REFERENCED TO NA VD 88 AREA= 2.513 ACRESN.YS LIC. NO. 49618 ANY AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF �'�A�N.YS, LIC. NO. 051132-01 SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT TO TIE LINES ' PECONIC SUR S, P.C. AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS HEREON (631) 765-502 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 O7RAVELER Y. 11971 STREET 93-162 SIGNATURE APPEARS HEREON. Generated by REScheck Web Software Compliance Certificate Project 1900 Bailie Beach Road Energy Code: -2016 IECC Location: Mattituck, New York Construction Type: Single=family Project Type: New,Construction Conditioned Floor.Area: 9,600.ft2 I Glazing Area .28% Climate Zone: 4; (5331 HDD) Permit Date: i Permit Number: Construction Site: - Owner/Agent: Designer/Contractor: 1900 Bailie Beach Road Giuseppe Adragna Mattituck; NY 11952 Adragna Designs, LLC i (516) 289-2461 a2arch16@gmail.com Compliance: 3.3%Better Than Code Maximum UA: 1097 Your UA: 1061 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index.reflects..hove close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of.energy.us'e or cost relative to a minimum-code home. Slab-on-grade tradeoffs are'no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the'specifi'ed clillate_'zone must meet the minimum energy code'insulation R-value and depth requirements. • i Envelope Assem:bli.es. Roof Rafters: Cathedral Ceiling 3,460 38.0 0.0 0.027 0.026 93 90 Walls First Floor:Wood Frame, 16"D.C. 3,030 21.0 0.0 0.057 0.060 126 . 133 Doors: Solid Door(under 50%glazing). 54 0.300 0.320 16 17 Doors FF: Glass Door(over 50%glazing) SHGC: 0.40. 268 0.300 0.320 80 86 Windows First Floor:Wood Frame SHGC: 0.40 491 0.300 . 0.320 147 157 Walls Second Floor:Wood Frame, 16" o.c. 2,592 21.0 0.0 0.057 0.060 110 115 Doors Second Floor: Glass Door(over 50%glazing) 122 0.300 0.320 37 39 SHGC: 0.40 Windows Second Floor:Wood Frame SHGC: 0.40 546 0.300 0.320 164 175 Ceiling over Garage:All-Wood joist/Truss 760 30.0 0.0 0.033 0.047 25 36 Basement walls: Solid Concrete or Masonry Wall height: 10.0' 3,600 15.0 0.0 0.064 0.059 221 204 Depth below grade: 6.0' Insulation depth: 10.0' Doors Cellar: Glass Door(over 50%glazing) 80 0.300 0.320 24 26 SHGC: 0.40 Project Title: 1900 Bailie Beach Road Report date: 12/06/21 Data filename: Page 1 of10 Windows Cellar:Wood Frame SHGC: 0.40 60 0.300 0.320 18 19 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 IECG requirements in REScheck Version : REScheck-Web and to comply with the mandatory quirements listed in the REScheck,Inspection Checklist. Name Signat re Date ; E O -; oF NE\Ny Project Title: 1900 Bailie Beach Road Report date: 12J06/21 Data filename: Page 2 of10 ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED DATE: fir.LLB.P.# FEE:3 �dBY: TRUSS PLACARDING REQUIRED NOTIFY BUILDING C;:PAR MENT AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: . I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING PLUMBER CERTIFICATION s. INSULATION ON LEAD CONTENT BEFOP, 4. FINAL - CONSTRUCTION MUST C. BE COMPLETE FOR C.O. CERTIFICATE OF OCCUPAN . ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM CANNOT YORK STATE. NOT RESPONSIBLE FOR EXCEED 2/10 OF.1% LEAD. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF PLU alN— C NEW YORK STATE & TOWN CODES A PLUMBING WASTE AS REQUIRED AND CONDITIONS OF WATER LINES NEED ,T ` IA]G:$EFORE COHERING S --SQLM4 -TOWNN PLANNING BOARD ✓V SOUTHOLD TOWN TRUSTEES .DO NOT PROCEED WITh N.Y.S.DEC f RAMING UNTIL SURVEY. bF-FOUNDATION LOCATION AS BEEN APPROVED. .)LCUPANCY OR Must provide Manuals USE,IS UNLAWFUL D, J and S as per WITHOUT CERTIFICAT: NYS Energy Code OF OCCUPANCY Blower-door A11 exterior lighting and ductwork -k-54', STORM WATER RUNOFF installed replaced or PURSUANT TO CHAPTER 236testing required. OF THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code TAE3LE 18301.20) CLi1„1ATIC $ GEOGF,APNIC DESIGN C1,ITE1�1,4 �'/} GROUND WINE) DESIGN SEISMIC SUBJECT TO DAMAGE FROM• WINTER ICE BARRIER AIR MEAN (�C� Q) � SNOW TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN FROST DESIGN NDERLAYMENT FLOOD FREEZING ANNUAL '2 LOAD SPEED EFFECTS UJIND REGION DEBRIS ZONE ATAGOR WEATHERING LINE DEPTH TERMITE TEMP REQUIREMENT HAZARDS INDEX TEMP .� �• 25 P.S.F. 130 MPH. N/A N/A YES B SEVERE 3'-0" HEAV 15°F YES VARIES 1500 OF 52,9°F � l a TABLE R 'l) TABLE R6m2.3(I t - continued Q) O FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS C] > 1 NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS DESCRIPTION OF BUILDING ELEMENTS OF FASTENER &bad BUILDING= MATERIALS FASTENER bode •J � FASTENERS EDGES linch�s) NTERMEDIATE SUPPORTS Clnche`s� i~ � O Joist to sill or girder, toe nail 3-8d - Wood structural panels, subfloor,roof and wall sheathing to Framing, and particleboard wall Sheathing to framing Q) x 2-Sd s! i 6d common nail (SubFl or,wall) 6" ed es D O O 1 x 6 subfloor or leas to each alai, face nail 3 i Q g 122 interior zones c Q 2 eta les I/4 iib - 2 Sd common nail (roof) 4" rake U U O � I-- 2" subfloor to foist or girder,blind and face nail 2-164 33, - I Sd common nail (roof) 4° ad�es 12& 5 Q E -) 9 Sole plate to ,Joist or blocking, face nail iiod 16" o.c. IYe- 11/4 loci common nail or 8d edges 12 o O � I~ deformed nail 4" rake — .r o Top or sole plate to stud,end nail 2-164 Other wall sheathing° N � eo '� ia"regular cellulosic Fiberboard hiz alvanlzed roofin nail 6d .l •� Stud to sole plate, toe nail 3-8d or 2-164 g 9 sheathing common Heil staple 16 ga.,hip long 3 6 7) •� "—d �' DIVISION 01 GENERAL REQUIREMENTS: Provide I Inch slab with 6 Inch x 6 Inch 10/10 WWF on 6 Provide steel ladders permanently Installed are sada of MICROLAM: pIVI510N 09 -FINISHES: DOUble stud9, face Hall mil vapor barrier In Cellar and Garage.(All slabs are egress wells.Provide light weight hinged metal rates lmd 24" O.G. �7 structural cellulosic fiberboard c galvanized roofing Hall 8d 3 D' . All roof or Insurance shall be verified In writing to the 95`o compacted fill).Pitch porch/patio and garage at egress wells or wood railings as field conditions SCOPE: she/32 str common Hall staple in ga.,I'�z long 3 6 O N p Provide samples of all finishes to Owner For approval Double top plates, face Hall � U � � � Owner and Architect Including but not limited to slabs 1/8 inch per foot minimum away From house. dictate. This work Includes the complete furnishings and prior to ordering.All Interior finishes are as specified lied 24" O.G. she structural celluloelc Fiberboard c galvanized roofing pall 8d General L1abllity,Workman's Compeneatlon and Dlsablllty. installation of all "Micro-lam" lumber beams as shown in by Owner's Interior Designer. aheathing common Hall staple in ga.,194 long 3 6 The Owner°hall be responsible for maintaining the: Provide poured concrete foundation walls(see plan Provide EPDM Flat roofing and all related flasning the drawings,herein specified and necessary to SOI& plate t0 ,)01St or blocking at braced wall panels C) proper property tneurance during all phases of work For thicknese and reinforcing), where Indicated.Installation°hall meet manufacturer's complete the work 3-164 16" O.G, i�2 gypsum sheathing Io galvanized roofing Hall.bd common nail.staple galvanized,1°is 4 a �' O'J O � Interior walls and ceillna:Tape and spackle drywall,(3) long.I°e screws,Type W or S .� O � � O requirements. Double t0 lates,minimum 48-inch offset of end oists, face nail in — The work and materlale shall be guaranteed for one lU All Footings shall be poured on virgin soil and minimum MATERIALS: caste(I prime,2 finishe Tape shall be flberglaes type. p p ear,ork an m with the General Contractors final 36 inches below grade. Provide 5-1/2 Inch metal Studs at I6 Inches O.C.with Walls end ceiling to be ready for paint. Id ed area 8-164 P4 galvanized roofing nail.8d \ p� i(7 Z�- .\—i \-i y g The micro-lam lumber beams shall be manufactured From `'ia gypsum Shedthing common nail.staple galvanized,I°% 4 8 O O .-� O payment.During this time the contractor shall make: top and bottom tracks in all basement partatlors - micro-lam brand parallel laminated veneer lumber All drywall shall be attached to Framing with°crews only, Blocking between Joists or rafters to top plate, toe nail 3-Sd long 1se screw°,Type W or S good on all defects.Granting of a Certificate of Do not pour concrete In wet or below 40 degree adjust gauge due to spans. utllizin 1/10"or I/8"thickness Dou las Fir veneer lued � .--i C�2 C'7 d" g g g max.Iz°o c. Wood Structural panels,combination subfloor underlayment to framing Z Occupancy or the owners use of the premises shall no! weather. up in a continuous pieces with ell grain parallel with the constitute acceptance of work Provide drip caps at all exterior openings. length of the member. Laminated veneer limber shall be Rim Joist t0 top plate, tOe nail Sd 16" O.C.along each edge All concrete shall be at least 3,500 pal.General All labor and materials shall comply path the of eingle one-piece length Free of ringer joints,°cart requirements of the U5 Gypsum Company and(N.Y.S.C.7 The contractor shall visit the sate and verify all contractor shall be responsible for providing the Provide copper cricket°at roof as shown. joint°or mechanical connections In full length- Section R102.3. TOp pldtea, Idps dt GOrnerS and intersections, face nail 1/1 and less 6 eformed nail or conditions. Any discrepancies,voids or problems shall Architect and Owner with receipt Indicating concrete 2-imd 8d common nail 6 12 be reported to the Architect before submission of strength based upon cylinder teate.Provide separate Provide zinc coated copper Flashing at Intersection MEMBERS: Tja _ I 8d common Hall it bid. A submission of bad shall Imply contractor cylinder test&for slabs,footings and walls. of walls and covered porches/patios -back with Ice Veneer&shall be dried as re uired.Adhesive used to Provide 5/8 Inch Type X gypsum board in garage and Built-Up header,IWO pieces with i/1" spacer 164 - 8d dommono nail 6 12 acceptance of the drawings and all existing conditions, and water shield.Extend u walls 12 Inches. q mechanical room(tape and spackle)and seal all — p laminate the veneer shall be waterproof,meeting the opening°with approved flame retardant caulking as Continued header, two pieces Ail concrete work shall comply with the requirements of re uirements of ASTM D-2559-16,uniform) a lied to 164 iI% 1114 0d common rail or Contractor hereby specifically acknowledges that the the American Concrete Institute (ACI),AGI 301,304, Provide co er drt ca s at all rake boards q y pp prescribed by(N.Y.S.G.) — 8d deformed nail 6 12 pp p p the veneer at the required spread rate. rr ll contract documents are full and complete,and 305,311,315,318,and 341 and(N.Y.5.C.)R402.2 and ASTM Ceiling �JOi9t9 t0 plate, toe ndll V � 3-Sd For SI: 1 Inch= 25.400, 1 Foot=304.Smm, I mile per hour-1.609 km/h � ''� Provide ki inch moisture resistant gypsum board In all a- All nails are smooth-common, box or deformed shanks except where otherwise stated. sufficient to have enabled it to determine the cost of c1151. Provide 1!2 Inch web stlFfeners -In steel beams(both DESIGN: bathe and kitchen. the work and that the drawings,the specifications and sides)below°Leel columns/beame above. Micro-lam lumber beams shall be designed to meet the Continuous header t0 Stud, toe nail 4-8d b. Staples are 16 gage wire and have a minimum Ifs-inch on diameeter crown width, � '-1I all addenda(R any)are aufficaent to enable the Relnforctng: dimenslona and loads ind)cated on the plans. I Provide I/2 Inch"dura-rock"gypsum board at all c.lNails shall be epacec:I at not more than 6 inches on center at all supports where spans are 48 Inches or greater. ,� U Contractor to construct the work outlined therein In A.)All reinforcing bars are to be the diameter shown, Provide standing seam copper roofs as Indicated - designs shall be in accordance with standard — accordance with all IawS,and otherwlae to fulfill all of deformed Intermedlaie grade billet°feel having a fully flashed. shower and tub enclusures In bathroom°. Gelling �Olst, laps over partlt(OY1S, face Hall en2ineering practice. Complete design calcul,9tion 3-IDd d. Four-Foot-by-8-foot or 4-foot-by-9-foot pane=ls shall be applied vertically. Its obligations under the contract documents.In design strength of 40,000 psi per(N.Y.5.C.)Section Showing member forces and stresses and allowable load Provide 1/2 Inch paperless drywall in basement/cellar. e. Spacing of fasteners not included to this tables shall be based on Table R602.3C1J. -•f--� "� addition,IF Contractor performs any construction 8404.4.6 and ASTM A 615,A 106 or A 996. are to be available upon request for each Micro-lam Ceiling ,Joist to parallel rafters, Face nail 3-IOCI F.For re=gions having basic wind speeds of llomph or greater, 8d deformed nails shall be used for attaching plywood and wood (� activity and If It krowe or should have know that any of B.)Typical cover for all reinforcing shall be three(3) Comply with the following American Welding Society lumber design. The design of the Micro-lam lumber r-i Interior trim: All trim jotnta to be Filled wkhwood filler structural paned roof aheathtng to Framing,within minimum 48-inch distance from gable end walla, if mean roof height le more than 25 feet, � the contract documents contains a recognized error,In inches unless otherwise directed. Standards: beams Is to be under the su ervision of a re istered — conelstol or omission,Contractor shall be GJ All bare are to be continuous unless specific lengths AWS DI.I Structural weldin code p 9 and sanded ready for paint. Rditer t0 plate, tae nail g profesalonal engineer and In accordance with the NRB 2-164 res oneible for such erformance and shall bear the are Shown.All splices are to be forty 140)bar AWS DI2.1 F2elnforcln steel weldin code p p g lUood floors: All wood floors to be Banded,stained g. a 35 feet maximum. +-� •ry �--I For re ons ha vin basic winds Beds of 14)00 h or less,nails for attachtn wood-structural anal roof Sheathin to able end wall �t � O g 9 ecce lance,and rovletons of the national deet n 1" brdCe t0 edGh Stud dnd Idle, fa Ge nail 2-8d g- g g p p 9 p 9 g p p diameter minlmum. Specification For wood 1984.1 (2)coats and receive(3)coats of non-yellowing p 2 std 169, 13/4 Framing shall be spaced 6 Inches on center,When basic wind speed Is greater than 8mmph, nails For attaching panel roof sheathing to cost for correction thereof. polyurethane,No floor to be stained/sealed until wood 2_g Intermediate supports shall be= spaced 6 Mches on center for minimum 48-tach ridges, eaves, and gable end walls and 4 Inches on center „) 0 D.7 Welded wire fabric CWU.F7 Is to be 6 Inches x 6 Comply with ASTM A-6,general requirements for The Contractor shall be responsible For the removal of inches spaces,010 x"10 gage which shall consist of delivery of rolled steel plates,shapes,sheet piling, PROTECTION: i" X 6" sheathing to each bearing, Face nail — all waste and debris In compliance with all local,state, cold draun members having an ultimate strength of not and bare for structural use. The Micro-lam lumber beams,like any other wood Ia properly acclimated and dried. — 2 std les, i3/4 to gable end wall framing. � � O 4--i and federal regulations and°hall In ith all and hold less than 40,000 psi.UN1F fa to be placed In all slabs product,shall be el PLUMBING EGHANIGAL/HVAC: 1" X 8" sheathin to each bearin face nail "8 h.C3ypsum sheathing shall conform to ASTM C�9 and shall be Installed In accordance with CoA 253. Fiberboard sheathing shall conform to Q) the Owner and the Architect harmless from any looses or and steps. Conform to various ASTM standards,as noted,and all g g' claims In connection therewith.This clause shall evvlve E.)AI reinforcing is to be securely fastened to resist requirements of the governing authorities. PROTECTION: 3 9tdple9, 13/4 either AHA 194.1 t, iterrb C 208. /-� I scar rou hn for cam late U) Provide a I nese y g I g p 3_g L Spacing of fasteners on floor sheathing panel edges supported by framing members and at all Floor perimeters only. Spacing of � 4--t the termination of construction,or completion of the movement during concrete placement. The Micro-lam lumber beams,like any other wood Installation er lans. Wider than 1" x 8" sheathing t0 each bearing, face nail 4 std les, 1 4 9 p g pp p g pp y g p p ('� �' p p 3, ferstenerre on roof sheathin anal ed es a lies to anel eci ea su orted b frac members and at all roof lane ammeters. FJ Ate res°wells rovade(2)u5 bars ti to and MATERIALS PROPERTIES product,shall be exercised during handling to prevent Blocking of roof or floor sheathing panel edges perpendicular to the framing members Shall not be reciulred except at intersection or Q- * � 4--i Owner/Contractor agreement. g p p bottom and°5 bar at I6 tnchea O.C.vertically damage to the beams. The drawings and specifications are Intended to G.)Provide•5 dowels at 36 Inches O.G.extendin from 1.Structural steel sha es, latex,and bare shall be Contractor to provide and pay for all necessary Built-up corner studs I©d 24" O.G. ad,Jacent roof planers.Floor and roof perimeter shall be supported by framing members or solid blocking. G g p p inspections,tests and approvals. coordinate.Anything found on the drawings and not footings Into walls. ASTM A-36. HARDWARE: mentioned In the apeclficatlon°or viae versa,or 2.Cold Formed steel tubing shall conform to A5TM All hardware is to be fabricated b others accordin Built-U irders and beams, 2-inch lumber Id ers lod anything not expressly set forth In either,but whir_h is No admixtires shall be introduced into the concrete A-501 y 9 Ali Fixtures and fittings to be provided by Owner and p g y Nail each layer are follow°: O to detalle contained In the contract drawing°. installed by Contractor. .32"o.c.at top and bottom and � U reasonably Implied,shall be furnished as though without written approval of the Architect. 3.Steel pipe: ASTM A-53,type E or S,grade B. Black staggered. Q) specifically shown and mentioned In both,without extra finish,except where Indicated to be galvanized. All plumbing work shall comply with all applicable codes Two nails at ends and at each I JI `/�+ r\ charge. All concrete placed into forms for a vertical height of 4.Anchor bolt°,ASTM A 301,grade A,non-headed and etandarde er(N.YS.CJ Part VII.Install fixtures and L 1 6 T OF D i4`� I NG`d v�--{ 1 l more than 36 Inches shall be vibrated. type. INSTALLATION: p 2° planks - During the course of construction If modiFlcatione to The Micro-lam lumber beams are to be Installed In flttings In atrlct accordance with manufacturer's 2-164 � At each bearing 5.Ail steel shall receive one of red oxide primer after accordance with the plans. Temporary construction lV V) U U) the design occur as a result of existing conditions, Provide beam pockets at all beams as noted. fabrication In sho instructions. Roof rafters t0 ridge, Vd ley Or hip rafters: — p loads beyond hmlte indicated thereon are not T-001.00 DOVER SHEET / ZONING BLOCK � � � +' � request of client,architect,etc.The Contractor shall ermitted. Holes,cuts or notches not reviousl tae nd it 4-16d — submit two written copies of a change order with the Provide sleeves in foundation for all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY p p y All s,All w t be comer in cast Iron except for vent face nail 3-164 DATA 4 GENERAL NOTES 1 OF 21 M N ''� 7) f/2 approved by the engineer shall nor be made. The Final 1 ne All water supply piping and piping for heating w FJ-' amended price. The Contractor shall not continue with necessary.Verify In Field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE erection of the Micro-lam lumber beam shall be under shall be copper. Rafter ties to rafters, Face 3 Sd ZONING INFORMATION / a:uj changes until he receives written authortzaticn from STRUCTURE 15 FULLY BRACED BY THE INSTALLATION the darectlon of qualified conatructaon supervisor. ' .Owner s Architect. PLACEMENT: OF PERMANENT STRUCTURE: z-©0100 AREA DIAGRAMS 2 OF 21 O N Insulate all hot and cold water supply lines.Provide Lateral nail holding and withdrawal are as provided In new water service to residence. If In the course of construction,a condition exists Slump shall not be more than Four or less than two the code for Douglas fir sawn lumber. Nails Installed 5P-10L00 SITE PLAN 4 CONSTRUCTION INFORMATION 3 OF 21 ' which dirfere from that as Indicated on these plans,the inches as measured at point of placement and by A5TM DIVISION 06 -1.000DS PLASTICS AND COMPOSITES: parallel to the glue lines on the narrow face°hall not Connect all roof lea dere to dry wells.-as Indicated on V O Contractor shall atop all related work and notify the 143. be spaced closer than 4 inches for l0-penny common ��-•( r--i STRUCTURAL LUMBER: elle plan.Prov(de 6 Inch below ground PVC piping. 'cr l Q) '"D Architect. Should he fall to follow these procedures nail°and 3 Inches For 8-penny common nail°. Nails r-•� and continue with the work,he shall assume all Minimum compressive strength shall be 3500 P51 for installed er endoular to the lue lines on the wide SP-102.00 DRAINAGE 8 SANITARY SYSTEMS SITE PLAN .¢ OF 21 t,V responsibility and liability arising there from. structural concrete and 2000 PSI for avin at 28 All lumber and labor shall com I with all local,state p p 2 Provide high real r)t gas fired boder si o H � p g p y face shall be installed In accordance with the code. efficiency or greater)to accommodate residence.Size � � � � day&. and Federal authorities having jurisdiction. These nailing specifications are based on a member at The AIA document A-201(latest edition)"General of boiler to be determined by heating contractor. A-I©0,00 CELLAR PLAN (' least'/."thick end 3-I/2"wide. Holding power of bolts Boiler to accommodate all zones of radiant heat and 5 OF 21 ~ '-' r--i Constructlons,or the Contract for Construction"shall Concrete shall not be re-tempered by addition of Exterior wall to be 2 Inch x 6 Inch O.C.with sin le sole Q) LO (D g Installed perpendicular to the glue lines Is are forced blot air as foliowe: �+ � prevail whenever possible. water of cement after it has partially hardened. plate and double top plate.Notching and drilling of provided in the code for dense Douglas fir. A.J(5)zones of forced hot air to be coordinated with - - �--i L(- •O ail etude Shall comply with(N.Y.S.GJ Section 8602 6 Architect and Home Energy Solutions. A-101.00 FIRST FLOOR PLAN (o OF 21 O All work shall conform to the 2020 Residential Code of Place rehforcing according to GRSI recommendations: specific approval Is required for other than nailed B.)Separation of first and second Floor zones to be war"" ` C-) \) New York State(latest edition)and all rules and Mm.3"cover For surfaces In contact with grade and 2" Interior partitlon walls to be 2 inch x 4 Inch O.C.with and bolted connectlons. coordinated with Architect and Home Energy Solutions. O regulations therein and with all other agencies having cover fo•other surfaces,unless otherwise noted. Lap aingle sole plate and double top plate unless G.)Provide Taco circulating pumps For all heating 1 I A-102.(40 SECOND FLOOR PLAN M Q) Q) jurisdiction. welded wire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES: 1 OF 2i ,•� zones. �••Y`- ^ �J, The Contractor shall make sure that all trade's work Consolidate concrete b band or with mechanical Exterior wall sheathin shall be 5/8 Inch CDX I wood E.)Provide 111 neces valves For each zone. :,:I � �� Q y g py E • 2000,000 FB = 2800 PSI E.)P ovlde all necessary Waring A-103.00 ATTIC PLAN conforms to federal,elate and munaclpal codes(BOCA) vibrators=melntaln ro er reinforcin locations. unless otherwise noted.Secure to framin er(N.Y.S.C.) f` 8 OF 21 p p g Table R6023(I) g p No Substitutes are acceptable,unless aped Fically F.J Provide Indirect hot water storage lank!o ia' and ordinances. These°hall supersede drawings notes noted by engineer. accommodate residence. i •� and dimensions in all cases. The Architect shall be If temperature Falls to 40 F or below,uniformly heat G.)Provide Honeywell T81 thermostats for all zones - ` I \4A notified of such changes before work Is Started. water and aggregate to maintain concrete between 50 ROOF Sheathing to be 3/4 inch CDX plywood. PLYWOOD: coordinate all location°with Owner prior to installation. ,} A-104,00 ROOF PLAN 9 OF 21 Non-farinWartty with governing rules and regulations will and 80 F at points of placement. Do not use Frozen Roof sheathing shall be CDX 2410 plywood,5/8"for H.)Heating systems to be Installed In strict accordance i not be cause for"extra"billing. In the event than work materials,calcium chloride,slats or anti-freeze. All All structureI lumber(headers,posts,Floor joists and sheathing spanning 16"or less,and ''%"otherwise. q m A-201,00 ELEVATIONS Sign f Seal: has to be replaced for non-compliance,The Contractor exterior concrete shall be air entrained. roof rafters)shall be construction rade Dou las Fir with manufacturer's re wremeniS. 33 Shall be held respona(ble If he has not notified the Larch eQ and better Surface dried to max,!4 amoisture t All heating equipment Including type and location of tl Floor sheathing shall be 32/16"structural I t II G-D thermostats and zoning to be approved by Owner. ,'$ 10 OF 21 Architect before initial Installation. Maximum deviation from flush,plane or plumb surfaces content,stress graded lumber, Lumber shall have the exterior,Y."thick APA rated,T4G,glued and nailed. J.)Provide outside reset control°and complete3 shall be I/8"per ft.'slabs shall be level,unless following minimum stress properties: •., "" computer controls for boiler. -.� A-202.00 ELEVATIONS 11 OF 21 E� The Contractor shall make any corrections required by otherwise noted. All plywood shall be grade marked and meet the K)Provide outside air source to Mechanical Room .g ""� 8' p .f�R n'TCl the Architect.Approval of drawings or schedules shall - FB • 815 psi standards of American Plywood Association.(APA) (One Sq.In.per 2,000 BTU boiler capacity)with a duct � i ` 1. not relieve the contractor from responsibility for• Finishes shall be as follows,unless otherwise noted: FV • 15 psi Wath a register within 12 troll of catling and a second .3r deviations from drawings and specifications,unless he Interior sllabs -steel trowel smooth finish E - 1,600,000 psi register within 12 inches of finished floor. A-301.00 SECTIONS 12 OF 21 ��i�J nP 4 �, q "�� has called attention to Such deviations(in writing)at Exterior slabs -broom finish perpendicular to path of DIyI510N 01 -THERMAL AND MOISTURE PROTECTION: .'/ C All structural lumber shall cam with and be erected In L.7 Provide new gas service to residence. the time of submission of bid and secured written travel. F'y A-302.00 SECTIONS 13 OF 21 �-7 ��1 approval. Nor shall It relieve him from responsibility for accordance with the national forest products INSULATION: errore in Shop drawings or schedules or the proper Formworknot eupporting weight of concrete may be assodation'e National Design Specification For Wood Provide complete central air condttlonang eyatem ,� performance of mecharicaI equipment and controls. removed after 46 hours of curing at not less than 50 F. construction,latest edition. tMoIlffus t residence!number rd zones and location of rY , Insulation shall be foil faced(typical), all diffusers/grilles to ba coordinated with Architect ,- ^-'"- �Er` Z prior to tnstallatlon).All equipment shall be selected by A-501.00 FRAMING CONNECTION DETAILS The word "provide"shall mean to fLrnleh and Install all Footings Shall be set at a minimum of 4'-0"below All lumber shall be grade marked. Provide batt insulation throughout the first and second Home Energy Solutions. 14 OF 21 * D li materials necessary to complete the work In Finished grade. floor of appropriate thickness: Provide complete eyatem or supply and return it I5 a violate a trn Provide oist ham ers for all flush framed conditions, (Insulated)ducts to be utilized for central air PRE—ENGINEERED WOOD CONSTRUCTION A-502.00 ENGINEERED I-JOISTS 4 BEAM CONNECTIONS 15 OF 21 g accordance with accepted construction atandar<da and J 9 R-21 in all 2 Inch x 6 inch walls manufacturer's recommendations. DIVISION 05 -METALS: as manufactured by Simpson,Taco or equal. Install In R-13 In all 2 Inch x 4 inch wall& conditioning. under the dir r arc alter accordance with manufacturer's instruction°. All items specified are to establish quality of work! STEEL WORK,IN GENERAL,SHALL CONFORM TO THE Provide R-49 batt.Insulation at celin s at attics. DECAL LOCATED NEAR ELECTRIC SHUTOFF products of other manufacturer's equal In design,color FOLLOWING AMERICAN INSTITUTE OF STEEL Car enter shall do all cuttin an fittin of woodwork 9 Both heating and air conditioning systems shall be A-/o01,0© WINDOW SCHEDULE/ PROTECTIVE PANELS an item in any a an p 9 g R-38 bail.Insuiatlon permitted If covering 100 a of designed,Inetalied,and/or adjusted by contractor to 16 OF 21 and ualit ri be substituted IF a roved b '.hie CONSTRUCTION STANDARDS. re uired b the lumbin ,heatin and electrical architect is alters at o su c all affix to q y y pp y q y p 9 9 telling area extending over extortor lop wall plate provide For the dtetrlbution of heat and air his item the seal and btatli0nt"a d b�'followed Architect as meeting established design and Functional contractors or any other mechanic°to Install their work conditioning to all spaces. 5-100.00 FOUNDATION PLAN by his signature and the date o Such alteration,and a criteria. -Code o'standard practice for builders and bridges Provide continuous R-6 Insulation at interior or -Specifications for the design,fabrication,and All lumber In contact with concrete/masonr °hail be 11 OF 21 specific description of the alteration. y exterior of basement wall or cavity R-13 batt.Insulation The first(107 feet of all supply and return ductwork All work shall be executed in accordance with the erection of structural steel buildings,Including the treated In accordance with(N.YS.C.).Sill lates to be p at Interior basement wall°, leaving and returning the air handling units shall be best-accepted trade practices and as per commentary and supplements. (2)2 Inch x b Inch AGO.Contractor shall be responsible manufacturer's recommendations. -Specs for structural joints ueing ASTM A-325 or ro ensure that the proper means of protection are Provide R-10 Insulation at basement°lab perimeter 36" duct path I Inch acoustic lining.The balance of all 5-101.00 FIRST FLODR FRAMINCs PLAN 18 OF 21 A-490 bolts. utilized during the handling,cutting,drilling,etc.of all In depth.R-15 required for heated slabs. ductwork shell be Insulated with ler Inch yin Ib. The Contractor Is to Indicate to the Architect the treated material. density,lapped and tied with fiberglass tying cord. proposed dates and hours during which work shall be Provide new copper Flashing as dictated by Field Provide R-38 batt insulation between cellar-first floor, 5-102.00 SECOND FLOOR FRAMING PLAN performed. The Contractor Shall prepare and update conditions.All roofing and related flashing shall be Cutting en the Floor omit° d a de th of /I6 of the DIVISION 31 - EARTHiUORK: i9 OF 21 J p fire'floor-second floor. monthly construction schedules'Completion date may copper or lead coated copper. joist span shall (N permitted except In th�middle third Landscaping:all trees and shrubs which Interfere with 5-103.00 CEILING JOIST FRAMING PLAN of the a an er(N.Y.S.CJ Fi urs 8502.8. 20 OF 21 U " not be extended without written notice. p p g Provide sound attenuating insulation In all interior walls. the construction of this project shall be removed'and Provide all necessary joist hangars,connectors,bolts, The Contractor shall obtain all required building sleeves,slots,nails,screws,etc.as required to provide Notching,drilling or cutting or TJI Floor oists shall be new ornamental frees and shrubs planted,new lawn areas J, Insulallon In basement/cellar shall be mildew resistant shall be seeded after finished grading le complete. permits,approval°,underwriters certificate,"G or O," complete job. in compliance with manufacturer's Instructions.See (paperless). See Landscape Plan provided, 5-104.00 ROOF FRAMING PLAN T N and/or completion for all work Indicated For agencies specifications on Engineered Lumber Dat Sheet. 21 OF 21 J , having jurisdiction. Provide heavy duty joist hangars at mocrolam Provide 2 in thick rigid insulation at perimeter of CD connections as manufactured by Sampson or approved Double oist or rovide ladder oists at�16 Inches O.G. Storm drainage:contractor velli verify requirements of J p J Foundation per(N.Y.S.G.)Section 84033 to protec! local authorities for storm drainage. The Contractor Is to supply owner,in writing,a waiver equal.The Architect shall coordinate all connections of under all partition°running parallel to same.At wet water proofing FIELD CONFIRMATIONS: � r.0.RIDGE _ _ — — — — — — — — — — — _ — _ — — — — — — — N of all liens for himself and all suppliers and major structural members - the Contractor shall notify locations provide space between double''.joists and subcontractors,at the time of each payment request. the Architect when all member°are to be Installed. block solid at 48 Inches O.G. er(N.Y.5.G.)FI urs Provide new storm water drywall as Indicated on plans. THE REQUIRED INSPECTIONS DURING 4"DWV CTO ROOF) 4"DWV(TO ROOF) : ^ p g All insulaton shall have a flame spread rating not 8502.2 i reater than 25 and smoke develo ment index not to CONSTRUCTION PROCESS ARE 4' DWV(TO ROOFI "Do not scale drawings,written dimensions supercede Provide termite shield at all foundation work per g p Provide new septic eyatem In front yard including IN.Y.S.C.)Section 8324,tom atible with AGQ sill.Set Provide minimum(3)2 Inch x 4 Inch or(3)2 Inch x 6 Inch exceed 450 per ASTM E84.Exposed attic Inaulatlon septic tank and leaching pool per plan. FOLLOW N,Y.S 8104,2.1 THRU scaled dimensions." p on floors shall have a critical radiant flux not less than termite shield on sill sealer Insulation. oats below structural beamsMeader unleeg otherwlae R104.2.5(SEE LIST BELOW) v p 0.12 watt per 5q.Gm.par(N.Y.S.C.)Section 8320.4. Provide 6 foot construction fence during all phases T.O.CEILING — — — — — _ Upon completion of the work the Contractor shall have noted.Block solid to foundation or framing below. — — — — — — — — — — — — — — — — — all areas cleaned including but not limited to Provide all reinforcing and mesh For all concrete work of construction fo dictated bi the building department (A) 8104.2.1 FOOTING AND rU) O FLASHING: and,9s needed for a secure site.Provide hay bales vacuuming,washing and polishing. ,9a specified In"Concrete"Section and per(N.Y.S.C.) Provide all necessary temporary bracing,phoring,etc., and silt fence in rear of property as prescribed by the FOUNDATION INSPECTION(SEE CODE) O Section R406.4.6 4 ASTM A615,A106,A996,Wath until all framing and sheathing Is in place. I Flashing work shall include all flashing required for a Broom clean affected areas and cart away all debris. Minimum 40,000 psi compressive strength. village. I-�j" 1-�2" _J 3.. 1-k" 11�° tom tete installation of new roofin trim,entrances,all 3:: J Provide fire oto an of the t e and location er p g' (B) 8104.2.2 FRAMING AND pp g yp f Indicated on drawings. Repair and/or replacement of It shall be the responsibility of the Contractor to The Contractor Is responsible,during all phases of Provide 5/8 inch round x 18 Inch long anchor bolts at (N.Y.5.G.)Section R602.8 and draft-°topping per gutters and downspouts as required to create a water properly tarp all exposed portions of the structure at ROUGH-IN INSPEGTION(SEE CODE) i- " I- " I-x: i- " work,for all construction means,methods,tecirilques, all foundation walls at 23 Inched O.G.-minimum 2 per (N.YS.C.)Section 8505.12. h tight job. 3 3 3" I- " Q sequences,procedures and safety precautions wall and maximum 12 inches from each corner per the end of each day until ouch time as the residence is connected therewith. (N.Y.B.C>Section R403.Ib.Provide 3 Inch square Contractor shall be responsible for any modifications Flashin for roofin shall be co er sheet: ASTM,16oz. completely water tight. I" e: I" �� I-N2" Z 9 9 pp (C) Ri04.2.3 PLUMBING ROUGH-IN WATER LAv LAv WATER LAy LAv WATER WATER LAV LAv LAv WATER: washers. which may be required by the Bufldlrg Inspector,within (0,0216"Xcold rolled), Separate all dissimilar metals Provide Owner and Architect with drawing Illustrating CLOSET CLOSET CLOSET CLOSET CLOSE'�T The Contractor Shall furnish and Install all material and the scope of the Contract as act forth In Fhe plans or with bituminous coating. Joints to be soldered. all new and existing subsurface utility locations and INSPEGTION(SEE CODE) - equipment as shown,and unless otherwise note,all Provide steel framing members as Indicated on plan. as outlined in the proposal,at no additional charge to dimensions.This drawings shall Include water Service, t the Owner or Architect. pp g p g y p y SViOtUER SHOWER equipment shall be new and of best quality. Provide zinc coated co er Flashin dna 2 all as and electric services,dr wells and are tic s stem (D) R 104.2.4 MECHANICAL SHOWER i� U Fabrication and erection of all structural steel work exterior doors and windows with°ills within 12 Inches of and all related piping. The Contractor le responsible for the coordlnatlon of shall conform to AISC specifications For the design, Material°for millwork shall be kiln dried to a moisture roofs below. T.O.SECOND — _ ° o — — o — — — — — — Th necessary r to r spa during work as well as for final fabrication and erection of structural steel for content less than 1251. ROUGH-IN INSPECTION(SEE CODE) p�OOR o 0 all nen de ansme c i royal and fors well an the buildin s - latest edition. 50�_ U. g p pp g g All window°and doors shall have drip caps. 2" 2" 2" N.Y.S.Underwriters Certificate and the Certificate of Neatly and accurately secure joints so they are fitted Excavate for all Footings,foundation walls,and other (E) R104,2.5 FINAL INSPECTION Occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blocked and put together to avoid opening. 3n " CA. 2'• 3.. " CA. 3 -k1" I- " 3, CO. CA. I-Jt 3:: 2.. GA. N Countersink all nails at all trim.the Painter°hall be ouch work are may 11 nenches F to the depths are shown The Contractor warrants that It Ie expert In the type of Steel pipe columns:conform to ASTM A-53,grade B responsible to caulk all trim,fill and sand hales -ready DIVISION 08-OPENINGS: sl the drawings.All trenches for footings,Foundations, (BLOWER DOOR) I- " I-}'j slabs,etc,shall have level,solid and undisturbed I-�' 1-� construction work and method Of construction required 3-1/2 Inch round x 0318 Inch wall thickness(extra to paint. Contractor shall verify dimension°and quay les In the bottoms. her under.By submitting a contract price,General Strong)unless otherwise noted on plans.Prime columns field and report any discrepancies to the Architect.All 3) THE FINAL INSPECTION IS A TEST Contractor IS deemed to have represented that Its per(N.YS.C.7 Section R401.2. Provide Fire sto in at ail lumbin and electrical Foundations have been desi ned based u on as pp 9 p 9 rough opening dimensions for doors and windows are g p WHICH SHOULD CONFORM TO ���))) firm,supervisory Staff and workman are expert and penetrations both vertically and hiorizontaly to comply the responsibility of the Contractor. assumed soil bearing capacity of 2 tons per square experienced In the type,method and performance of All bolts shall be 3/4 inch diameter unless noted with(N.YZ.C.). 8402,4.1.2. THIS TEST IS TO BE n work required,Including the work necessary to p•oduce otherwise,A5TM A-325. foot.Any ion oe unstable ect sh l not brought!0 1-Xi" 1- 11 ° Contractor Shall review the door awtngs with the Owner the attention of(hie Architect shall be the PERFORMED BY THIRD PARTI' I-�" I-� 1�„ 3:: I-�" I-�" I-� 3' Z the beat possible aesthetic appearance for this Provide(6)Sd nail°at both end°of all 20 gauge prior to placing and door orders. responsibility of the Contractor. DISH DISH WASHI project,consistent with the Contract Documents,and Provide top and base plates per plans. metal straps. AGENT OR CONSULT that have offered such expertise and experience as an WINDOWS: (see window Schedule.) SINK ASHER ASHER WATER LAY SINK MACHIN inducement to the Butner to enter Into an agreement with Provide non-Shrank grout at typical bearing plates Set Provide TJI floor joists(see plan for size and FIII used or encountered underneath foundations and $INII� LAV LAV WATER I- " The Contractor. on masowg1concrete. spacing).Install in strict compliance with manufacturer's windows shall be low-E 21,968. Size and function as slabs shall cc compacted to a minimum of roc maximum CLOSET CLOSET Installation guide.Provide strand board at all box denelty In accordance with the modified proctor feet. 84024,1.2 indicated.Contractor to verify sizes,(rough openings) Maintain 1:5:1 horizontal to vertical°lope for any PROPOSED BUILDING SHALL BE The Contractor shall arrange with the Owner for proper Joist and other framing connectors shall be beams - double at all openings.Provide lateral with model numbers prior to ordering windows,and to excavation adjacent to footings. storage of materials on the site so that all i°dome In manufactured by Simpson,Teco or approved equal. bracing at all floor joists per manufacturer.Storage on report any discrepancies to Architect. TESTED AND VERIFIED AS HAVING TA.FIRST FLOOR — — _ — — o — — — _ _ — — — — — — S4-IOUIER site and Installation shall com with manufacturer's ° Pro�edTitle: an orderly and secure Fashion. p y ((here walls are poured to grade,the contractor shall AN AIR LEAKAGE RATE NOT 2" : Provide alvanlzed hurricane ties at all roof eaves at re uirements. Provide and Install all insect screens,colonial rills 2' g q 9 backfill against them with clean earth. Gare shall be 3" „ C.O. :: � All site work Including,but not limited to storm water each rafter. and hardware(ae er owner's re uest). taken to brace the work ads uatel to revent EXCEEDING THREE (3)AIR CHANGES I' disposal and septic system°hall meet the requirements Store TJI material&In dry location and protect during p q deformation or colla se. q y p 3' 2n Zee CA. 2.. of all agencies having jurisdiction including but not Ail steel to steel connections shall be bolted.Provide construction as recommended b the manufacturer. p PER HOUR. TESTING SHALL BE G.O. 2• G.O. i- ' 1-yz 900 BAILIE BEAGI-I limited to the Nassau County Department of Health or (4)- A325 bolts(3/4 Inch)at all column to beam y All glass within(18)Inches of floor to be tempered. All floor oast shall be brid ed atmtd-° an or at All matertal6 used for backfill shall be Free of debris CONDUCTED IN ACCORDANCE WITH C the Suffolk County Department of Health. connections. J g p DOORS: (size as Indicated on plane) and organic material larger than 2 Inches 1n diameter, ASTM E 112 OR ASTM E 1821 AND intervals not to exceed 8 feet. Metal,solid wood SKYLIGHTS:(as Indicated on plans) length or width The Owner°hall secure the services of a licensed land Provide aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging i°acceptable. REPORTED AT A PRESSURE OF 0.2 _ surveyor for the final survey. leaders throughout residence.All leader locations shall All glazing in hazardous locations shall be tempered Water shall not be allowed to stand In excavations until INCH W.G. 1 i"y:: be approved by Architect prior to Installation. All wall openings,4 feet wide or less,shall have double Including glazing In and adjacent to all doors,end in after concretes work hoe set. Contractor°hall remove 3" 3" The Contractor shall provide temporary port-a-ran for studs at Jambe'spans wider than four 4 Feet shall have locations meeting all of the Following criteria: such water at his own expense. I- u duration of the project. Steel connections shall be two angle standard double studs for header bearin lue amb stud. 9 p J A.)Exposed area of an IndFvldual pane Is greater than connections wherever possible.Connections shall be (9)Sq.Ft. Temporary sheet piling,shoring or bracing shall be I, GIU5EPPE ADRAGNA, HEREBY I- " i- DrawmgTitle: �T DIVI510N 03 -CONCRETE: adequate to carry the reaction due to maximum Joists shall be doubled around 611 openings,under all g,)Bottom edge less than(18)Inches above the floors. rovtded as re uired to maintain excavation banks Ina FA.I. $INK AV WATER WATER LAY 0 V E R S HE E T uniformly distributed load that the beam Is capable of parallel walls and partitions,and at cantilevers beyond C.)Top edge greater than 136)Inches above the ea Fe and stables ondition. CERTIFY TO THE DEPARTMENT OF � CLOSET CLOSET Conform to the following codes and standards tes supporting For Its span based on the A.I.S.C.Safe Load the foundations wall. Floor. BUILDINGS OF THE TOWN OF editfona: Tables. D.)One or more walking surfaces within(36)Inches _ DATA 8e GENERAL 7 Ica( intortor new,non-bearin artataone shall be 2x4 No blasting shall be permitted. SOUTHOLD THAT TO THE BES OF MY yp g p horizontally of the glazing. SHOWER -American Concrete Institute 0302 recommended All steel shall have factory rust Inhibitive coating Studs at 16"o.c.with 5/8"sheetrock. Tape,Spackle and Contractor shall retain a licensed civil engineer to PROFESSIONAL KNCWLEDGE THE 7.0.SELLAR — — — — — ° — — — — — — — —— —— $ROWER — — — — — —— — — — — C practice For concrete Floor and slab construction,"301 Including inside all columns. finish as specified. Provide and Install Interior and exterior doors as ° — N 0 TE iJ sped fications For structural concrete For buildings,"318 perform all design and sup ility er related to DOCUMENTS CONTAINED HEREIN LLL��� indicated on plane In strict accordance with excava lion,underground utfilty services, I 2a building code requirements For concrete. P Ovide all metal straps from roof rafters down to Typical exterior walla:new construction shall be 2x6 at manufacturer's specifications. CONFORM TO THE LATEST 2018 2 I_ " C� L: `'"/ 9 (substandard-less than 2-ton/sq.ft.)soils encountered, CA, 2" I-Jrj° 3' 3" f C �j7 L Foundation per details as manufactured by Simpson or 16"o.c -Concrete Reinforcing Steel Institute Manual of approved equal.All 20 gage strips shall have six(6) road°,and site structure°not usually considered INTERNATIONAL CONSERVATION All extortor doors shall have weather atripping are part architectural In nature. CA. CA. a Standard Practice. 8d nails each side.Straps at base of first Floor wells Provide Ilntel°or headere at all openings,whether or of their assemblies. CODE AND 2020 N.Y.S which wrap around sill plate shall be stainless steel or not Indicated on the plans. Headers at non-bearing All basement walls below rade shall be damp- roofed ProJed;,N: -American Societ of Testin Materials(ASTM), double hot dipped galvanized and Installed with conditions shall be as follows: g p INTERNATIONAL ENERGY }r (�,y, Scale: y g Maintain all hardwares protective coverings until final with two coat°of asphaltic,pelf-priming plastic cement, � O p„pF��U m ,i ����� 1000-99-03-13 ps Noted Standards as noted. stainless steel or hot dipped galvanized nails.Provide acceptance trowel or spray applied to walls iF water table is CONSERVATION CODE COMPLIANCE. - Date: all°traps per plans and as required by the building If 4'-0"or less __..._.,_..__ 3-1/2"x 9-1/2"LVL -B.O.C.A.Code,and all other local codes and department.All exterior columns with wood posts shall If 6'-0"or less _u.____ 3-1/2"x 11-1/8"or determined en br minimum 2 feet below basement slab Hardware shall be accurately located,securely elevation.Bentonite or 60 ml Ilquid waterproof �UILBIhi(i UCPT set . authorities, have galvanized raised post bases and post caps or 5-1/4"x 9-1/2"LVL Fashioned and operate smoothly. membrane as mfr. By Anti-Hydro or equal shall be used Januar 04, 2022 galvanized tie downs as required.All main roof IF V-0"or less _-__..-_.._ 5-1/4"x II-1/8"LVL NOTE: TOJVhf O� `(�UTl10'I D y Provide continuous poured concrete footing(ese plan members Including haps and valieya shall have tie downs IF water table le higher. Contractor shall verify water NOTE• ALL SAN I T,4fi�1' GOND i T I ONS 1 of 21 for size)with Mtnlmum(3)"5 bare and continuous'-1/2 at plate and ride. If a header le not Indicated at a bearing condition, table in the field. PROGRAMMABLE THERMOSTL,TIC 4u SWV � V Sheet: inch x 3-1/2 Inch keyway.Footings shall comply with In Form the Architect before proceeding. Provide continuous damp proofing on all Foundation CONTROLS WILL BE USED FOR HVAC TO NEW SANITARY LINE /� R \ / I I I (N.Y.S.C.)Section R403. Provide zinc coated copper flashing pans at all walls with a roved ri Id Insulation cover er(N.Y.5.C.) AND LOCATIONS TO �� i\ 1( I W D exterior doors and at window°within 12 inches of lower All walla(exterior)shall be braced against lateral Section R4p06.1.Systemgto extend to bottom of EQUIPMENT, T O O . O roof lines. loads by structural sheathing,16 ga.Steel strapping,or footings Including 45 degree cant.Backfill shall be B'i' SANITARY ENCi I NE E R I N F i E L D let In Ix4 corner bracing. clean bankrun or approved equal not until walls are properly braced per(N.Y.S.C.)Section R404.1.1. � � - - - -- , - , - I ­­�,7-7 _ � _L;'�Z; . jZ7ZZ;�­=:Z7-::-Z�-,�T,,',;;�7 -_-7=-Z-.Z7Z;Z;;7-'�­��=-=­;L­7----,-,�- ­,:,,�,L-=--� -7­=:Z�_ '� 1=�I,t ­_="= -W-11_---I� . .-I,I., �-�12112 -'_;gi;ZQ.n.1 ��!�­-----,1---r-----7-T,--'I-Z��,71-'-�-��ILMZ:�M���'=�- ,----- �1=:1_T.;7_,_=_1._.,1=7�­_,_ -1 ,­-,­­ - ,:- , ar-,gu=-,;"==;"-- ----,;;_�:, - __Q,==M��=� 11L;�:- ,:,;i;;-�__",---71��",_ � "I��� - T�--�,-,,,-,,--,-,-,,,--,�=.=L=�-�--�-=7��� - - -- - ­=­,­�­_­��==.­-�'.Z�;,­I ­,`�,­_-==`­� ... ­ - - -7 ­______. . I I� -1 , -­= - ,��E.� 1,.-��-��- __ =_.=�",;,.-I - ­­ �:'�­=!= _ �Zn - ...I ­=--J;iI'71 1 ,Z;7L:-,�',- -7- ��111-11 M_____7f=:77=2,_ ­I 1-- , . "i.;Q;;=iQ 1.1 7.71­­­­�,ja�_�,­ �:- � "I'll I'll ­­ - ==­" _777-7 . 4 �1--7=.,�-�-.-�&no-mw-.�-�--,--�-::�,,-.�,�;--- _==_'1­­­­_�­ I ,­ ­,l�­.­___ , _­ . HIGHE5T GROUND WATER TO 5E AT EL. LO � ­ I.-%I I ­­ I'll ��� i ZONE: F,40 � i ZONING INPOFZ-14TION ZONE: R-40 � 1; (D I DESCRIPTION MAX/MIN PERMITTED FROF05ED r, i � = � LOT AREA 40,000 sq.Ft. 10 ,466.20 eci.ft. Lf-, L., Jh T.O.RIDGE - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - ---7-------'-'-T-'---'.�- , I.-i-, ­ 1. - - - - - - - - - - - - - - - �:J I - I i . . . I , , : I - I 1�� ­­. -T.". .-i A,-11 1�� _ I_ � _ - E � -1_L-.,_j-._fl­­­1­ - : '-T E: - - ----q��,VE-27--611.31. I. �_­­_,T­-,i_. ­­­­�..,­­:­"'­�Lj�,; -I- �_ ; I . . , I , I � :: E . : . , - : I . 4-1.1-111 L- . ,::I" ,,I:::'TL .......::I..,,T- :,::, I E­:,�­-___ Ii....... ,.� I I ...I­L.I.;,'E.., �-L...-: -i ..; I . . . . . , ; � , I : I:.T /,_�44__:�_i:....41......;-,_�_.1-LE�,,r-F-.1-1-L.I.J. ­7Lm",.I,�.- I. I ,....I.-.­ .........­... ............ 1. ..-:--. ...;� :i-::��­1...Ew.-�­T. t ; , I I T : I . E ; i t E T �I. "I.......E-,.", I E. .� E..Y -1T-.I.. �:�.1,::)� . .- t... ...E � I . -1.'.., 4-1-I.-i....., ��; . 1. lr� -j---::. l. I ".�E - .I ,\ 12 /�...!.. I ��:�l` .. E ,� I 1,:.[�:J�I;I.-,.�...i..i-r;..........I t -I - 1 E �, : -I.�4_1......L �I 1 i : : I : : . : : 1. ; I . .1y..,Y-.:...� �>, I � ; I I 2i : ; / ; I . . i � I I I'i i� 14 : , ; LOT DEPTH , � i , -, : t : T! -1 li­ . :- _­ " ­-- ­ 343,50' 1z - � : 1,; ��,_,---.4",�,�_,,,�L�-,--.'�lI....I... : i 115.0ft. MIN. : . ; ; ; I Q) , I , , -, I I _ I ; . : . i �- /,.�"IL-1----I,�_'_�.!_....,'-,,,-- E. L, _7 ,t ��F ��...:": 1.;T : . I ... ,�i-, -�.� . . . I E I . .1 : E �� ­_�.,­_.-) -� .J : > ,` EE- 4-� :, : J1_11­­I I - � - ; : I . ­1f_.t_.1-�_i 1_-,;_ % _f.1 I I : � I ; . . ; I . - ,_-- , � I I I : - 0) � ; ; mill / \�-J_-J­E.-E­�- ,E- ;-; �"�-j-,4�,..--_J�_­,� 1 : � E ; ; I T -1 - / .......11 4 V ,I i : ! , � , t I I : , t I : :E : ;,� -..J-4_'�_L..L-__J_�...� \ -14, ".. I......- 1-11 ..\ - - \� 1--I- . ,,, I : : , : /� F , .;_4 � - I- ,---:,� I I : 1. I �,-I-,.�L7-�-�,j M ;� , : I -44 - �. I., ,� � ., , ,, : /I 1-1 : I T I t : - FRONT YARD E10.01 Ila,-01/21, U) . :% : I � . . . : : . : t :: ,�j_l � I� ___�_ 1-1 --..1�1 L,I I'4....,-.4--t....i,I --I-_-- - i I ,J I I....... / �-,� I.- ,_�,1-, - �-,i­j- I-__ -1 / \ . : : :I i . I- J. � �­ I.t,I,� ��I,;_ .L. ,�_ J � - �I—, -_-- �.ij.:�._., - ., I . j,I I, J , , 't ;. t I., ;.-.t �,, / _\_ __ i I-__I\� _1 i T':­ 1�Tj ''-'' T'. 1, ; % 1.­� .� �I '�.\ \� ...� : : I ; T'i...i...L i...�T ,,,, ., , .11:1.11 :: - . : , 1 Y � : : . '�:: _-,- -� 1--� ""'I -T- - -,77i�T -.j �� F I \ * , - is! ____iE_____. < 1 .1. I I- //E \ '� ""J , , I.-1 --'':,.:,, :: . .---- .--- ..----.- 1:i_� ,E­.�__J -E s,� ,i�I-:,� J.-L'J..'..t...!/ / , i\\ ,--.-,, - _'-, q- -'d . ; : - �k MEAN RO F 1,__. �I. I .-1-1...I I ­­ ,I----,.,�_...I..n-..- -..:-I I -, - / : \ '� I : i i � _-,..,-,-,-j , , L.E__;�I_­-�... - I-I ­�­­­ I - ��:*� , ,I U� ". I . ,::T::�.1. I , ___I -I!,__ I t - 11 -1 i- i� / , \ - 1-� , � -.-..- - li 0 EL. - 54 /-, 1 - L , - �� i- _ i_-z....!...� .;��.....I., I -_____4_,_.� ­__E_..i__�L..;_ -1-- I I,_I.,i.,�-.....",,;. : ; ; � . __-1_7/ ­ 4 � � -\� i -�T T� I. .... ,..�%, T. I . , / \ __ - ­­'­ REAR YARD 50.01 'B I'-103/4" Q) ­ . f -­_,/-. ��,--- - // 1 \ -..2-, I/il \,\ .... - L . , _., -.T-.i - , " i - --__,-E_,-.....I. E.T.; ;--ji]`­j,�t"'; - -.-.-------..- -­­­- r-..--....................------I.........1. I 1,;,,,i I�.-t,,�.1-1.1.i­.. .4..:"-,:�.-._:-,� ....I............I � - I t _______ ....11-L.- V i . -­_1� -1,____ -­ ­ . I . . . I .�..;..r ! \* ­....* -_I r 4 i I, ,:,i-I 7 .1�I i 1_L, _1 1_r.'-c.i:),�, . , . :- :: .: _:: * �_.;...:...I_. / t ; I\ _.�, I . �El ,_:I : HE l! ; �i . _____� --- : : :; IN . ,�------- - ---- --- z � .I_...­...J- 1.1, .L.-E"."�.. -...,E_;....I.......'L V..�...IJ...i...I. I.- : I , 1 T : ; : . .'� . - '' - \ . : g. : : : g - // ; : \ "..1. , := u Q) 1. � ...-E....L.�4.__.:.k.-J \ I -_I-1 I�...� T - .F��' : �,1",�!;.�::j..":T`.L.]I)...I.-J-J..... - 11 - I I - -1 - 1-I I W 7 . .L' . ) I � ---------1�---------�11" , - ,Y / IE i \ 1�.....,_,,,..�-1-1";...i .1, , _:.....!..�!:�-�..:.....�. -11 ; 1 .......E.- I .i��� A....;­­ _­ ­r�l I-— L­­1_1-1..I-, I - , T.1- 'i, I__­1_1 . '�'T . . I E-1-L11 _;­...L 11�I .., I I � I I i I : E .,_T , . � , //- �; I , \� ,, i :.: N . � _.- ..;__�..._t.",-�.,-.I�, Irl-E-1-1 i .1 ro V-21/4'' i'l _ I- I.E_ �J ;i � : , 3 I I_J. �, ,_J,L.I­L.A f_J_.1._i­J_3.../ F �; �� �& i ; I : I 1 ; , , I T ......ri��......i_ 'T_�I ,/. I �_'J i i I'' i : � : �, :: ;; \ - , ­_ ,L L,..I...; ...7i- ; ; I -) r. �)(_ ,1�4..,.J.. �_'_.!......; , i-I ; : 111L.-J.1-1 I -LI.q I� ,­ _,._ ­­;. I i ; ; . . k.,.;, .IT. ..,-,�1.­E..,T SIDE YARD IE�.01 C .:) U) - _,/ , ,Er-T- - - - , ; - tt� 11 I . r .t,�.i i,...;f� ­ 1 _� 1\, r , l I _�.YE`! .A.-I­MC..� �/ :1 x,.� ��­Z E."'i �:E,!_�t_'_'*,I I_L-11-L 1� I 1 . !. -1 114 ti . \ - i : : I E . . :i P I . t I : I....;��­.­...��....;.r­ C) U �, I T i ; _V, i I : \\ \_ � ,-�!�: : i_� J......_ -�12 ',,,.I­­ 1� I�i _; _� a I I-.....�T I -I.,.....I�[ i �i-1.�I..... I ;..";�-...-,.:a-.."I.::'.!.`�:1. �­­ // IN\ � : ; ; E__T. l I \ \ \**.... * , ,***­ ", 1.-1 I A.,i.,. . I I.-� !...I_�, *­�... - / il \ . , E : , , -, 1!:­.; . ;i � I I A.,____._.LT_L__L_,f,_-L�:�.,�,1�"­ �L I : E,-/ I X� ,:.; ­.,­� T�rj I ,,` i 1 ...I.,� Y,..........�_I_J_i� L_ I I -�.:.I-:111-IJ I� ....,� I: 1 I I .­I�".-,,"...,-I......­T­_;­� .El_z i,t��/ :, ���. .- .1.. .t . It, 12 A,J-i ­�­ "-,- -�­[.-- : i4 : : �: :� . t I�1 r:� U) .- 12 . I I i: .. .. .......L__ ............... \\ r t I. ,. -� - ..-............�........ I ,f,-I -71 - � L) z I��1�__, . I : il , . . ,.i�_i._L_4..E.t_4� / / . I -_j . , I ,,':--- 11 �,J E_� �, 511DE YARD 15.01 17'B'-5" - : .. . , : _ , , lo F7 /,�._ ; J___', ,_�_l . :1- i ,­.-.;.-j_-�4";//// 1-11-.1--..... .i!!_=_-.__........I \\ �,.� _iL....�­J ­..,i­,­d­1J.....EI-1 ti,p-1 I i- -1;! I I I I.I.J.,!_�_;_.L ..f...LT-L-4 .3.....I. . ,; ;,,- , - ,�___I......... 'Il- J� ­1'-'T,:�_"_'.�J, , 1"T.. .1 E;.....I I� 10 , E Al.. / 1 f I ��Ll� I _E., .r.�I�,.;:­ i. -..;:.� .1. � .. � i: ­ - 5; I- l�'I � :: I ; I �__ : !� .., �L, ,',-_��...�-�L�-.,­ �......:' - "'"" - � .t . I I _ .1..: ,,71 ,_,_--41....�.i-1�-' -�.:..E '�[.-tTI'l�f7,�' ' '1'-"';!-"�'�'�- ';":'--;' _'­�''­ .'...��...I_J...I.......i, I' ' 1* ­­­ i \, \ " _.. !,I- ; - -,� I- __.� 11. , � , e,_,I I.,t :; lit \\ K L.�T.,,�.. : I I T ..:...1.Y. "T"'.1.1L.,�......I-I—-I . C) �. i ,,/ // .. , / : i,1 1 .­.� l. i 4_;._)_E_:..,_1� C2 ;:� -I ��I.,­z� I�4.......i... r , i , , . I I 7--T El 11 1".�i"L 1_I"._j....1_1_1.. ;...'-,,--i I;--1-,�1-,, -1--:.:,,- -.1 4"1..�_J,� _i, � .....j­j. J­j,;L,, . - .11 1.1 11-1,�,:_�.....�---i......I, ,: . - . . : : . I : . . ­.......- I if \\ � -L.-L- r I i 7---7-7 , ..I'I...l­J-4.....I., .I.-J- /.1�"],".*I.':�':��,�j .........., t 1 i / 1: : T I- .- - .r : L�� -. I"; �L -� .�I­.1 I 1 1 14\ \ \-.- _Tj......I- �,,"Z.,...I..,..!... I.:...-Y.,...,......... � 0 mill I : i � i , '., �;.... .....�I L ; :....',1.......�I I I -E...I Ty I I : I . ; !.7� i '­I�L­'% ....J_�_i- ,; :�7:E­'� : : : : 1 I ? -��-L��'*_,-4.-=T ­! . . � I: I : I I* ...?.- ...i...: -� SIDE YARD A G G. 35.01 240'-71/411 .- �I T ,-1--1,�-..,I. ; i"�.." . \\ \.............; ; i,-.mE �, I i i ' I , K -L ...��,....�i.. ,�.,_L...; I I / :. z�, . . , - , ; ; I i A. --j-1-- 4) _� T Z_1 ,�.­-j_--�.._ ''����.I-.,:,i-L',.:., - . . . I i ;; \\ `�j�j._'..!��!l-,__-,-"�, .�,. ;,I �_I ---I T i - - " -, --�T-,-,, A , � / ! \1 \ \ ,z_.J.rli I..� il.-L--l-[-.1 ;-1-i : , ; =1 C) CO ii -1-L.-il.,..:..k­ :: . . - - ,V / � I I �.-�l I,i..; , .L.... �J .1 1: I�l.....:J A.-J .1_;_f. 1 ­ I E 1 � L t . I --a I . . - - - � I -_ - I . I \ I 1 i\i t ; . ,...I I-1 j.., ­ In 71 F, r I !._/ / !: !N\ \,E_� , X".-1,...-;..-.:.E",,',.- / / I i ___ .-.--.1 I i:L;, , � - ......:,-,-_J:! . � .,�..., - - , .%.�`,­� � E I " _ .......E.._!..J, .�;­ I_-� � ,.;:-�......I... i......�,...".1.v.!.......i��L, . I .1. ...... ­;,.t_1_N. ­­_-, L-I i r. _I_.T_ ",.: ­i_� ?/1 L' 1-__1J-_11-­r1_; , 1 , .� I E J� i....... � ........�­.­­; .: I.. � - 0 T 1-1--i T. ,X_i _;.1 t 1,;- _J�T ,_ " ;D� .,!- ,.............­......I.I i.,...........1!........:...I., \ I s I...F.-I....;.,k......I-i.,-!1. 1; �.�I ..1-1--­­,;I " - �..T:.,1(*.*.11...E....E.-L-J.-.111.I �'1.i�......./ . * i , I .I ;..: ,i_,__1 I......Ill_/, .E-Z'_;__!..,,i.. 'Eli ,I --..,;_,,. �/ , . i . .­­......­ - I........I..........., ".�. . ­� � i i �- � .r. FLOOR AREA MAX N/A 5,605.E�4 SQFT. - �_, U �, LY.J.E i.i E.T..,... .. . . " . i T � -;1 Y \_ '-f-,� I I e"..T.".... i ,\, ,\ \ L : t . i , . I -,E I_E/ . I I p ! i I. i I' \ " T'j / , � .1H�� . \EI _', -_ -- -ih p . , I � / / !� f , Lt I . - t i�%;_I_ E 11 F-11 .,i 7-.��,_,�,,I:: : I 1 \ \ . , , zoor- EAVE ,-�,,­"� 'I ,.`,,­� , : I _�­� I . �� tt , N 1 i -,.;i� � : :: ! i z . - Tiq - 4 5 go' �f.,," ) , � / ,If . 1 it 11 _,_�,i ! I � : _1_1�_;­�___� � -I--., ;-- "4 --.,.,,. L , , . ..I :. , I .,.: !__i_I__ _.J 0 EL. . z ; : ; /�/1; ! ; � I '. i E\ \ \ ,L - L I I ; E I I j . I I r_1- I, .. i EE !I�, 1. I \ - - ..� � i I ..­ , �. .Y.i � ..4111�V.-f..I.I...E.T I i ./,.,..;..... , T , �� 7 tTf T '1-- - - -- - I I ;E ! 11 , E, I- - 1.11-V-r T i , ; I....L..:: i � : � Y) .�f4 'cl . L 1 r�*;*,�, :�, l.....1.�I�j � �".i..�.��.,.;.:�._, ; . ; I �, - �. I I i �_ t -- -E-- - -- .... .................... ... - ­ � -T;1 . F- j..'�,, I � . . . l/ ..- ;I t i - ...�4 ........ : t : � , ,�.E....1_,.i..5_,_,,1, ,i. " :,!,",J..::: ...i I LOT COVERAGE 2051. 21,OcJ3.2ro r,qSt. 11,20a 6Q,FT. : -T........;I __,f...­­1E...L__;..'� . .... - ­ ., -� I_J _�TJ A.v'� 7 I.1:'I.' : ­ 1- - i ,.L _.1----I�,-4!1-1.1-1.- , : i ......I.....---11 ;'' ­.:....­....,.......f- L11--'z , 1 - - - ll" -6 B.C.CEILING I : t'' . :%E-,",J ��,­­_­­4 i , , , , / / - - - - - - - __ 1,7\- - .�: i - __ - - �, ./_ - - - - - - - - .z /---\-�--\ --- I .. 1_� !_J.\�7 - 10,24 % - __ , 1. ; I . � - - . . _-, -11. .. I - 0 0 ;:� - . : I __ ___Arrrrffrrrr!E����...�......�........................___ ..................�.... ................................................I............ � . .:It.. ­­­...........i__.....__., M - - - - i ,__,�_.......­�.._.:=I�L, ­_��.E......�.....____­ _____­___­._, / ��­­- / " _/ z - . "Ill :. 1�\ I *EL. - 413-00' ......I ........ _ __�--- .-1.....- .- .. . � - z - - u P� nQ ,� .7. I : -_ / ZE \, - / . .­­­­ _. , __.........��]......................................... �......... ....- ..�.. I . . ­­ �........�.'.�.��.-..-.­,�_,_lzz _.._._._..._....__....... ..............r, 0 1 1 1 1 1 - .­­­.........I............� .... -_ 1 I ... / ....... ­­.................-.......I.......­­...............::��,...................�...................__�_...=_ , .*..:=7. .. .....I ­ ............. I.......................I......... ­­. .... .....................�................�...................-""",--"."-"..,*.".,-,,.I...-......................................................................................I..................................I..........­­........ '­­ .. .. ...............................11........I........ i I ....�...... ......... / ....... �. ......I-....-I.-�....................................................... 5UILDING HT. 21/2 &TORIES -- 35Ft 34'-01/4" 1� ...� / H �, \\ - . I / / ii 1: ; . - � I....... ........I.......­- . . .............. .........I.........­...." I I i .. .. I -- .....11.......I................ ­.................I............... ........................I........� ....................I................. 1 I ;.........* ri � \ I- ---,------- ... -.. - ...- : il ; \� I ......... -I ----­­­... I ­- ..... :........I.........I.......................... i // ­_­­-_-=-_-=­' - I I ­____ I. ... - - - ..... ­­ ­­­_ , . . . ...... .... .I ,_'--.-'== ,E� - ,:'__:__--..�===:::; I I _1­1­11­1�i ;��;;!­;!;­_;.i.................i _­ ; I. I-'-_ ­--, � : ­ I ._­ .1 __�-------- .--,--,.-. ­ .---..-.- : - _­__­­__ E. q \­­-­­­---.----- . - : i ii : I i- ::11 : I :fl , : _7 -_-I I-11-1,--,------I I i�....................... I........ I . I lzt CID C i . . .......I .�.__ __--,,,�-�-�-�-�------I----%L�--�--'I ._­ I- ,­ i. I I I _-__________i_-__ - ,- : I / I . . ; - i ; , I: : I I --- // . !: \ �_ i : I! i: ....I........ il i! I I .. . : ............... ...."... .................... ...I-- ............11 .. .­..��...I.... ...........I.........I. ­......................� 1 3 I i I : i i 1. ; i �_ I ; \ \ : LOT COVERAGE/ BUILDINS AREA: I .. . '! 1. i .I I I., I I . il I -1 4) C) C\2 C\2 li 1[ . ..-.............. 1: : 1 1 i� it 1.....................__...... !I . .........,"/. : � t E . J I . Ii I ..... 1 1 ......I....... 11 I. I­.. I I .. . .. ....... "''I" , E : __J_ / / I \ _.._........I...I........... ...................­. i!V -0 I ....... . ...11 I? .........I....I.........�....�.....................I 1... ­ ! : I­ , , 1� III \\ \' ­ ..... --I . ---1............................I........ ....................................................................... 77 ":i . . / � \........11.117f�7_' I '... I 1 ___�� . ­�. I I . 1� : I ­ i� I ** ­ I - I � I I _------ _ ___. : i. Z _ :........_ ­­­_ _ifl__._ / : I LL -4 -------_.-- .�---_. I . .-1 .11---------- 1 :� E . i i-111. . ... .. . I E . 'I �: . I . i.E - , !P i ,, __---" � I :: i I �, i ;i !I I ............­ -......I�....� �. . ./ ...... I..��- �� .i \ I : I 11 I F.............. I I i I , � ..............I. . ...........I i: - *...... . ..1. . I i .. . . I ; .....................�........................ I ­ - - I--------- Q � I,.. -­_ _ ...... I .......................... . ....................... ......................I..I I....­­ **" : I 1 ; 'I I 1 _:�*___ ___ ii I ---------11 ­­­­ , ___-_- 7:I I E I I : *­ ­:'_".n*:.-,=..........:W__._._..____i I ........ .......1:11...............:...........- 1 4 ...... , _ - ' ' .-.1-1- i 1i I! I;1 _­­ ::i ­ �_____­ .. �/ / i ! 1 ,,:-,--12 ­­­ ,,, FRONT FORGH 210 ..... ___:_-_-::-.-.-_.:�---,-�_I ,,, __i-1----------i I...... .,; ,, - , % . - ; . 7'_'�_7..:"==** t H L - ...--- ..-- - ,--- - __---- -- , .. ... : ,''''11 -_ - I 1!I 'L - ­ - ­-­ ;' - I—— . ­­­ I I I \.\ \ i '-' -i C\2 n - L---�--------­-_---l- .1 -__- � I ----.-I--_.____________.I__.__. -1 I 1i , I t-.---.,__---.__ , I 1- i: ! ; I I - ; (P � ­ I i ­ ­.- ':� -r-.-11-.'.............� I /!I : I : . ," i I : 1; I . I _ .... � �I - � . � ­L­­­­- - ­- L .E I i .1 ­­ I !I _ . / I i REAR TERRACE 1100 i -.l_'-..._" ,''"," ; ............... ...... K.___.__,�..... _J ... ...... ...... . ./ I I I ­n ­­...,. ,,__"- I,. . ! I \ 14 - - - - - - - ; z ....I........I ­ .... ..- - - ........... ........w..._l; . . / !, �__�­_­ L�=� 1. I : ; . I I......... �...... _. � , I i -- 1`11!� :E E .r I 1 !; - - I ...11.11.1.11, - . . ....�...... ...I.. : ,; 1. 11 -................-I-1-.....................! .......... A i 11 : ::: ..... [......::::::::::_:.:,................. ... I.............................. .7.................................. ,...--..- ; ---------- - __ - .! \\ .....................­...................... ..i .1... . It ., 11; ; � ­ i , I -­�I—-I.1.___,___,:�.......................................... : ":- :��......*......:':...........I - - ­ 1- ; I ­*1 ... I I I ; z 1z I——_.__­....__­_._! j,.-._� � ��­. I I , -__�- I------­ : ': ; ; � E ­-I I -1.1 . �.­��.. - ... : I________J �`Eu.._; . 1--�.,.,-.-��l--.-.,-----.-..-.-.---.�- ­­­_-_ . -1 11-.1 I -11- �� ­.. __..., _ I : . ...- � � _/ \ FOOL 4 TERRACE 1344 ______­­­­- ­­ . 11_-__.._____..___,___ . I ,E i .--".,.......................................... ........_.­._­.__.­ - . , .....T..............1-......­T__._.­.T­_.­__.r­........ , --,-----,-- ­ I . i I i \ I... -1-_._1__-_111.____ . I ...­­....�--- t �. 4 . I _­____ .. / I I I E i! :\ --.---.,., ­­ -'�'-L"--�-"-'--L--'-----'---l-�--- --1 ­ -1 I___­ . E :. I !, : I 1-11 ­­__ ,/ , � : i I .........`­_*......*......",_­..........E.............................. T",," , . , t . : i 1, i :: I I: : I , . I 1_ ._­Ir ,� i E .111 � . .mE 4. t : -,-- _�'.'­­ ­_­­ u H T / ! I, 1 I : I : SPORTS COURT 5000 t 1 : . . ­­­ - I _______ I � .1 i : , i I, ­___­____--- �i . : ;: : : r . I: ;I // i ,I : : : . � .. :: ; : : . . I I!�; I . . ..�............ . I .I......11......................................................... .:..........I.............� . i .....I.......... : : . E � I ....I , f iE I : : \ \ - -- -............-............ ­ - �­­ ­­---! ­­ . ; : 1i i , I , I i � :� I " ` . / : I IT : \ ......I I .........................I............­­.. t ........I I It--- ­­__J_- -1 I 11' N . ; :: : L t i i! t t : I I I, H "It I I i �I 1i I 1: I .. t: i: 1. I ; I : .11. . i I w , , -, -­ : I p i I : i :: i ___ , ._­�/ / I _­. .. � --.1-11. -T. . i i __ I . � E r I . , . I� : ; tt " ;: I VM:::::;.p::.T.:_;q......;,.,. ==:fs:E.M:;:::.:..:............ ...............­.­..... - I :: ! i I I ; !� . : 11 !I!, \--_ ----- - - '-­-- ------T----- 11,200 SQ.r I I . _ __ .....1- . ­�I­.--­­­---_____-._1_.___.. ­ .1 ; - i ! ­_", . i i i . . N :: H ...-­ - _- --" � - . ; t. ; : : : :: .: 4. .; \ . t _....- I **I---1-1111-1-111-1111-11--I­,­­­1-1­_­­­ - �_____! I! : i � I . . I I .. . I *l . . L' :: E I � i I I ii ,\ -_-------- ----------------- i . i . : I I 1 i. I—— , / i ; 1: I_. � ­­­_­________._ . E : I iE I! 1: :� z� :: : :. ; I / .�\ ____ ­­­­ � _­­ ­­, ­ _._1-_-__1___- ---t ___1 . i % I ; :. .. . ..... / I� . il I ., :, 1 �\ , ; i p . .. . :1 ;�1i .. � :; 1 \ . :1 z . . I - I , E - E! I 1" I I !I � 1: , I I .- __ - - - - - _- --i-..... I"*" 1 - - ­ - - � I- - - - ___�__ - - - - - �� ;��4 ; . . .... I I I...I...I.........I....................­­ - - - - - . : z , - - .­­ -1 ........................I.I I., .= ........................ =. ........... , : i I I E I . . - - -i Jh__SEC0ND FLOOR 1, I , . i, . :L Z-7'1 1' -14 __ - -1_ ..-..- �. - - q I : . � .� I: i .;: :. : \ \ ?� .L.T 0. . � � ! ; . Ii . E _; ii / .! i I E E . : ; / I � : .-'11, I : 11 I � . : .: 1;; ; � / I !I . .......____.________ I ___--__;1____---_--_-11 --- I- - � I ­ I - ; _-_-__--i I : I : i: . v , .t : I . � - _- - .--I------. - - i..__.I................�.................t,..................;E I :� 2 � . I ! . i ; .....k....................................I. 11 [ ::::-::,--:--::...�...................................�.................... r : -............-E....11-1 I...... . . .........�� ­­ I..................E..........I.......:1. .�.........7:...:........:.:.:.::::.::::.::::.::��:::::::.�::!!::":::::-.::::::-.:!�:::::::::::::i::..�:: : ,/ I- 1 I! I ;z I: : � ­ _...._ ... ; : i *: �_____ I..I r.I E: - - - ,- - - i P - : . : .. ......k................... ...........................:...I......�....I....... I H :;!i J : - 4- ; Q) Q) . ................................................................. ..............I................4 ... � � � .. .....-11....I......-......f=:::::::::: ...............­­­........ . I .. I = --- ....-- .. ... .......... i __ �........­­­............ . __ - -----.--: VI ::!! - -- ; ,% - - - - - - - . I ; : &_­­­.................. .&........._=___-- mma wmawm&&M�....46&16........... .....I.-TI �4 J ,/ 4 :; !: i I i: 7 Pre-existing Grade Calculations I I t : I I -114 ; .....­­............1.­.............­­................ .. ......... i - I : I ­­­­...�&.. .....r.......&...&..'.,.-,.=... F_: - .�� .&.: �' .. . ''&:.&..&&..���=.&.&.&.&.&.&.&.&..&.....=7.'.&_......=....... =.....:.:7...:,:......... --,--:-..-___........._.......-.........&­&.&.&&..............f&... .......... 1. / I F :1 r: if ....................&..........­........­­.....&....­­.....­­......�....-... I ....:.......I . ;&.....&........I...... :1, i / I U : I : : : ;; lt ­ 11 11� � I 11 I % I I . .. .1 L'. , _ . _. : : & I . P 'L \­...... - 1-1-1­­ _­­_I I I . I / I; I I : : I E I :; r I , I I **1 ** ­­** 1 . - I ­­ iL . I I I E i - H _ I 11 �� -.0 9 1 *-1-1_____----------" .. .1._1 - -I... .1 � .I 11 I— � I­­.­­_.____---------­­--,----,i : - -__1_111 I—— " z�� z�� _____ ! ii-I...11 � ...I...........�.....I............... _____, , I - - - - - - - - - - - - ; ! : -.-..­­ - �2�� , 2 ;:I I : E __, . - � = � 18 , X � 14.90 = z 279.38 ...- I...........­&..........I..............­­­­...............­.. ; i I .....­....... ............I......I...........I............ 18.50 + � 19.00 .75 ;Et - ­........ . E - : f.................... ­.............................. ..... I .... . � 4_� m I ; : I ......­...&........................- .1 ...­....I......I.­.­......- : ............11......................... - fp­ --�l ...&..................... __ . . . : / I: I � ._-_ !l!!E_._­ .. I _­_­------_ ­ �­­ I I . ..... p - - &......- � ­_ - " 1 ­ I i :, ­...­t "�­­i­ -I11 I --&--­&..... �___ ... ........&......, ,__ , , . ............ I ,. ... I............. -..................�.........................I................­­........I........................................... ....... I...............................­­... .i: . 7 ............... . .............­ I .....&............I...I _; _1 I :. . ­. i -4 . - I : ..... ­_­­ "' .1 : , , *** .. . � i - H ; ............... :r :;- I I �, .1 :I .r-q . : 11 1: �E . . ", ,-- T : _,_­I - 1 R I Ii : � I: 1 I ......................... ;: 11 __.__­__ U ....�� .............- I t I;1' r I I—— t : __::*�_'* i I ­­�­_. I �i : :: I � ­ ­-1 ­­ [:; � E I -__..._...______ __I-".,___-__­�----­__­_­_______-­­­ --------.%1-_-_1_1.__ __­ 14fl . 19.00' + � 19.50 -2 � 19.25' x 1 5.00 = : 96.25 ­­­ ...­.- I .­...­­­­­ - ­­­.- __1-�_.......1 %I� ­ ; ;: � 1: � � I :; ,�, i i I i� i I ; : ;: ii-: ". : : r. :: : � I 1 ..........­......­.......­­ . t�: I I -.1 .1. " " I-.I 11 . I .1. -11 I ­ I , - -1 :! : . .... ................ : I 4 :1: I , I 11. ­ ­ iE ; ....-1 .....-" , : ; I I � 1: I i - - --! I: .&&.... ­ ...­ .­...... ...-.... .....1...�I ...­­­. 11- ... .....................I....I..................I......I.......&&...........&.....­...­ �......... � , 11 " I , 4� � . ­ � I . � . ..,.%.......�......_......I t :i � : I­*........***....***'­....... : III .,,;i . :1 I�l I :i : : .1 . . :1 : ,:, 4.: :: I i : I :i: : :1 - 1--i __,'. ! : .: :E ; r] : E : _ I : 1l: ; I .'" . � ­ 11 ...... , I E :1 ..... .......I ... : It :il ­.......� ;; l __ � . 1 I ,E 19.50 + � 20.50 -2 � = 20.00 x � 30.00 = 600.00 _.!_� I- i. :: : : I............ I ............................ ..­....................... [ : I J-11��- � __-', : ......I... t� ......-...- : . :!; i I: :: I ............: .� . I . .. .... . ..I ­.� I I I ...... ................I....­.............. . . N i :: ....... I ......... i: � I I : 1 I ::I I El I. . ......'': I - . ; ; lE . : 4Ei z I 1 i; : V:E..;...;.......E,��.�.�,, , , ; i .� : I . ; : 11---- - I .., 11, i . :, E; -1-__._-.-__-. : ­­--------%-'-L-'---'-'�'�-'--.�-�-�--,--,.-----..-----,--�--.---.--.%.---.-�--� ,��-.1-1I ­­­ ---- ': .- if ._______-__ -___-_1-- - I 1. -­ : . I� : : ii ! i "I I I I : . � 1 4 :----­- ­ . , � I I .11 . .. � I :� .­ -11 ; � . EVE ­ .. :: 1: . I I I I I - I I . __" ", I � 1. ­ I 11 I -1 i - _:_- ........................­­­­...............­..............­­....&.......&........­­...&&...&...­&........- ­..­­­­&­­.. ­­...­..%...�.�­........... , :: ; ; E : ;. I : ;: li I :: : .. I I.. ­ ; t ; ! 1, 1 , Q � � I ; I � i: : � , - ­. -1-�: ---�V. ................ � . ­­ .. ­­­ . I...... . . ....� . � ...&...... . . : I : i ...-........".­­.I....� .- ,; ...............I..,.......... :; I q -.. . I I I. E.t : .­ ­­.......I I-111.1... p ..... : E � r I I i . .....I I ; i 1! ;; 11 ; iiE i i . cl� 0 4 .1 ,;: ......I. . & .... . ............. .: I I 11 - : H : .. .; I .i I * , �1.�-i . : � I.. � . ­ � - I :t - . : . ­ � qp� I , : I ! � � : I��­_,_,_',,�E it� I : : ; .: 7' ': - - - � 20.50 + E 19.50 -2 � = 20.00' x , 5.00, = I 100.00 IE ": I ­L_: ,.!,-=,,'j! I , ­­]i I I� : :; �.I �1­" �__"__ . 11 - 6:� , __ _____._ I T; E: I , ,* ­ ­______ . I I . , - I-..-.-.--11.--­I- .1%.�­... ­­__� ___1-_ 11- - I____ ,: �__ _.__1 i .1;:�­-- . .. . -1 � I-.I-- I __ �; JE ____---.-.____-__ - ___-, .�_��. ._-� __ -1--) i �:� ;t ...I - . -I-.-.- - - i : I . :.� , : t I -�.I,11. - I � I ­.- 1_,, -,-.) I i �I : :: . : 1; :, I i 1. : I. : 11 i I I I j: I : ;1 E :� i; i i i : . i : ;; : ;; 1 �____ i : I .­ � ..-I——I t; I ' ­ � ,� I 11� � �I— I . - . . ­ I l� I....... i .� __ I., 1: ,�, -- %­­_­_ ::,=1...T..i .� ;; ------I- -1 -­ E . I 1 'L­­-'&- ­­-�I �I � � --­----­­­---­­­----­-­---------- : � !: ---- ; 1: : : ; .,-1 : .: : it � I; �E: . l r : I: I I I!i .. : I t JEr ..........�....... � . ...................__... i; :� ? i -............................... - ­ � I. ­ .. I..... . T z : 4 I:; ; ­_­­I I 1 : .............I.......­.....-.....� : ;� I :i i I : .; ..... : .........-.1........__&.... . . . -­ i ! i. : E * 2 = � 19.50 x � 8.50 = 1 16 75 1 % : ---t --.---. -1 ;I I . , . I I _., t I : ! : i ": :1; : 19.50 + 19-50`' '-' ' ' 5' , �� � * i:- : �[......_! I E: I E i I : . I!: �:.;T:1::;. I : . .� I . I I I . . ....-I.....I...I 1".. .-� ............................. . ....... :1 I , i � � I. I I . i i: :1: I: ; I E : ­­ -1-1 V.E.;1 Ii :::r:::T:: :,­...:i I I . . : __­ I 'I i . : .- --.---­- -­____ --1-....._-._---­_.­­ I 11.­-------­_____.,__.,.__­__­ 0 �� I .I I �� .,:,�1�;J ­­_­��--1� - 1! �1 r ----_-------11[t .1---..­." ­­Ved�+0� . , ' I r u I - - I 1: � z I : I - I ------------ - �: �­­, !!�__-.1 ; .I 1: ­ . ' ' ' "­' . � ': 11� :t t 1 t _; .:r:2::%nJ::T!V:;;:E;:1 :J� : i � i . F ­..--1­­_ I I �_E­� �­­­= I-�` 4 ; i .- - I - :: : 1 3 __ -, .---._,. ,- -- �-- - - � "� ..l. - : �. =, _Z' �---�',-1-� --_­ -_­ -�__� L . %�. -77 I --­ ----------- ----------- - . I : ill 1 i 0 + E - 2 = ' 18.50 x � 30.W = ' 571.65 - M 0 - I 1: -7, � , ___ - V� ........... I ...I. I. I � � � I� � ;; - -1. --1-i 4.4141.4. + -11-1 P ­ 1.I­ I., .. - I .1­­­ ­­­ � � E . I I -21_w, .+-41 11 . I . 4; �. 1. I �: 1, �ilq­­,_ ­. z 4 . +4...I......... I: s- .+: -E ­: "E i �: �� � � ­ .- 1. - ­ ­ ­ � . r 4.1 1.,� I I I, 1 �­_ � -Ell.- �X�:;��, --_ i . : . �� __1 , , , I . � f" . i E, I � `-1 , - 4 . ; I . 44 1 1 ­­� 4 - . I'll , I I 1 -1 1 1114% ­­ , I � I I(� . .. i : : ,l. ­.. ... -.J:.. 4 � I: .......�.......­..­.. ..........-...­..... I - � I ­­­. I.I I 11...I——................11...I.......................... ­­...&&......................­&........�.............I..........I........... I ; ... ­ .4 I I; __ , - .... U) (D L'--� - -...,;: I I � ; ­ . .. ....­ � E:: : . � I ) ____­­­­.. - . - 1. %& i : , . I- !_! 1111-11, E ; -11- -- I : � - , ; " ­ - - .4 ..... L �"I i --r-.-1.11,-...I'l ; = r 1., .4 11 i'- :: .� tt i& ::=�_� ,��......... ,-,.E, .E.. �­­.�; ++ i I � i '7 ;�,_.._. - :"" ! ll� I 1 .. 1::i . � .1 1 +14 I_4:::..:::::...::: . 1. ­. " ...L - ` -4 I � )E, -1�-'­: - _�- , � _�+., iE I-,-,­�V.,._ i i : 1 4 - . � � - 4 .E ­ I t 4 - 1. . ­ 4444 : I: _1_.___1_1_1.1-%._ 7 1 14 11-1- . I -1 1. I I - ............I. 1 4 . I - ,lu�nm,4:IZ4.; .� ":,l.mmurry I -1 I -�. I 1 ­ :_:�­ _�: I I : I , �_ _r,:.:+. f i r." i : . . 11 � , , ,-,-,---" - ­ ­ ­"-,+-+,__-,­-­--,--- --­­ � Q) , ;. _� 1.�.".�,��,�.+'.�+r-+�:+.::.:.4 ­...M:,N;:=E.+4 - � I .I - E �1 17.50' + ' 19.00 -1-2 � = , 18.25 x ; 20.90 38 43 . I -...4 �i 4i.. : . . , �=� : � % __ 11--_--Y : :; : I .I..... :!j . 'le,.; ., "%n.......:!.,.,: '. !1 ­ �:j , � ; . I f T .--- ­ . .. I.,­­­ ­- ­­­' � -­- � I I I I I'll. . ...I .. . :: tt .. _4 1 �.­ ­ - �­ - ! : : . i ­_­------- i--_-_-_` _��_: 1 HE I 11 I . "', , 0 1 .. . . ::�:..,:;, . ,.._:,: -�� �� I I .. .. ., ,: �," :: & [ N I i - . 4 cl� (5 r., I ,&T­E� *, &, , ,L' '. . .....4, i : ......................11 ......I............ . - !�,2::-".,"- :_.. 1�_ i -1_1l - - , - _'. I . ,4...4 I---- I . ........1-11+1 ­..�­ --;­ - 1 � .. + , . .. .... .... 4. I i z:;�A .4 . I ­ _....I � 1 =.z ....... I! ......... : I . - %;41l 414. .�� :. I .11 ..... :4.........I......I......1.1-11,...............� : ­­­­ +4-1 ............I....NV: ; :--! 1�= - _ f i I� - ..........I I I...I.�............,........................................................................... % . �- ­ ,__�..' '11- ­�.­­. - "I" :;:.�:�_�;k--,.:, . .�" I I 1, . - - I.' 1 19.00 + -2 � I - .". - ,� 4 __ � �,_..,...._, ­ , �� ., - ;� ......---...­++­­............4 .....4 -:­�­­�117� 22.00 20.50 x 53.30 = � 1092.65 � ­�, .� . . [--.-­.lt.­.:.�++++++.+,, , I �i: -+-.) I E �:: ;,. " , �� , !�_ ... : ]LI � , . - , - - _�.�� ;;;� ", , ,� � I! IL_=A__=...... I 111_=,.�L=_ --- ­­ 1- = � 1. I 1 -5... t 1 4 -4.1­ I .. � i_ , 1 4+ . .. .11 ,1 -1 : + & . 11 I � -41-4.4- 1 I­E,,,,E!,__, ,, 1 4 .l--- i ; - I - :-­ - -_--_ _J - __4- - -_ - - - - - - � t;,_ '-7.---- I. � - La I � , . � I 1. ,.11:.',,+-.+_...; .11-1 . . 11 F �' : ;; _4 1 L......-_-_� ­ -11, ­-114-111 11 . I 11 ­I 11. I 11.11.�11 41 1�I "I I --1 1.1.111-1 -'-T-I - :-: � +1 . . ,..� � ' --El- -­ �_ - , I �1.4..I. .i.:i,:..;:T;;q;...I I& , - �_-- 4, E ,I.:�. , , I . ,-_ : , ..::.:, " ­ ....It.� �� I i: =__��, __=__�______ ­___ - - � ­I . , - 17.50 - J_ �I ii : ; 19.5 11. , I ----,--,-., I X : , � I " 11" - I ".. .. I � .1 =:.:......�' 5�­. .... _11 - fl I-J ri) -JN FIRST FLOOR . ::.. I ; , - 11 � ++ I 4[ " ,_:� �" ,�,_-. if-L _� I - - . ..................... - , I. -=_.._'__............................................_...............__.._____ I I 1-1 I 11 I I I 11 I�"I .1 I—— 4-4 - -"��. _ �- � - . - ....... " -,-_ t. -4 .I 4+ .. -_4 - _-+ - 4 E -', �,�­,;,& �1.I , - - I � : . + : : + 'I........:.- I E :. - " _.- -�..�___ - I - -- ---,- -_.'�­- - - - . , , .� - � -, 1, _� -1 ' ' � V 11 ,I E:-,-E, :;.,.: . .. i i _-++-..&. ........�- _.........=,:�........................�......­..................................................._&.........­­ ­­­­ --1....1.1....I..........................................................................._­........­...�& () 0 EL-. 2 JD& _.'.1_r:��� 3-­ -1 i E,. t� , - ­.-_'­_�','.,'-;rt1 L�� 1-1_J.....:..............� ­­­....­­­............................�., __....&.......-...,..1.1......... .....&...4.....&.....&........... . - �_q . � ,­.I I ". ... I . - . �� _ I I— - ; . I -' 2 � = � 22.25 x � 13.10' = 1 291.48 _�.� 4 ! " -e :�� � 11-U; I... .... I ,:�,l ....P.I.P......p . : . .'., - ,� 4 .. -,---7-- ^�'L ;:l.l_o _ ­ - I � . ........... :+ :I.,- '!f l; ..!:..' ; ­.ppp.......... I..................&.....&................................. _1�................-I 11-­­� .. - ­.. . .4 . ­.. ­.. ... .., . ...... . . ... .... . .. .. . � ­ ... I—-....1.14.4-4. ..............& ­ ......... . .. ......... � ; 4 11 : z: I I : - - � .�.If2E. � -, ...... rE� �!141­11��I: ­...... P.P.-I-1-4 %_ 22.00 + t 22.50 _0 _.i � , I... . .- ... I EE.�� �:� " 4� . � .....Ir t::......- -4 1, � . , i ., ;: + ,.; =� -- .. , t q . .1 ­ 1-11 .14-11 1 1 I—— I ­ � I-1.1 +::.� � _ ,&....... I.. 1. 14 .4.11 E- ' ­-' ­_' ' 11 -,,,",­ %,­­, ­­­_11 4__� & ...........­ . I , 1. .111 .. -, . . 44414 1 ... I :1 ­.. 4 ­- v�::t, . .1.1, . ,-_+,+,_,4........-� ­..1­.........E......1 �7� .+.),!. � 4.44" I " , . , (1� .�-&:,++7 __ 1� �_�-�I� I . - .- ....I........I...4.4444,...........................................I—................�.......1,....­1...........- I � + ""', ..4.....F.Ipll :r f I I: .-"--- -- --_­1----&-�---,-�--,---.---,--4--.-.-­­­ .. I E __­­­­­1_.___.____.1_...-__1.......�..%�.��.-�--�--�----..--�.---,-...--.--- _..__._--__1-----------I— -I � I -­4...-� . ­...­­..� .­- � - , - � , +. ... - ­ ­­­.. � .:-, - C� I I . , 2 'I = 0 r - . I ;( -1 __­ ­ : -, + , :r, I­_' � , I I I ".-/,, =`1 i I , ( � ­ - I I . E___1 :_:: ic., � " % ! I E , , ': :1 - i I.,...............&...........­­­......................14,441,44414..........­ I ­.I.W.- 1 '.. � 2'5"'.00 + 23.50 - 24.25 x ; 16.10 = , 390.43 Q) -4 I I ili­_�I'-.;;,- . _.:,l..�­1 ,. ..... :;, .li .. � I -..----1...n- - ___ 1-�_­ ­ ..-.. 1111111 - � .. 4 . I. .. &..... . 4 . . : 4 .. I .........+­....7:4. ,. . .: & ________ r. . - . ­.. .. I ... � ­ . I.4+...........-.. ................. &...-.....­.......I.I.......-.1...4.1....I. 1.......: . .­=.. , _� . I E , 4 1 11. I 1. � 11 . .. "I 1. '' �­ � + ..", ... 4 ...., � 1:+4+:+:�: "% .J'.::�:_ __.- I . .........=&, _M___"""""- 111-11 I I I I ­ ­­­ ­ I -11-1-1 .14 1 1.-.1 .. i � � � __..,:; � .: i .� 0 -4--1 1 E U-­�,'' .;.:..;;r.. :_ :�....: & .....I n:::rr,.4.. , . . I , I VVE ,�-_ i t 44 -U�t: �-�, ­­ , I -, L'' 11, : ­­ +1- - . �t I : - - lm:"�""E­E� . - ­ 14'......-l-................................11................................................................................I.....I...I....­-...141"......................4-41......­....... ­­...­� I ­­­­­­ .......-.............4 1 t 4 �: I .. - E� - I -1 I � ._.- . -1 . t = -- - _ 4 ': �1:. I___ . .1 I -- u : I: -:4,Eti.,.,_�­:_;ll..-.-,. -_ - i � . ."- -.:;E,T-V, :_7+.::E]��`-_.��:r,j�� i'�=�I -, t I .- I I��­�11- I­. � I I k -) 0 clo �i ; 4 � 11 . ... .. .......... .4 a ..... � � , 23.50 x I_C� �-, 7 ; I ..,I I �i _. ......� -i _­ -1 I '14'__..._-1__-- � 1-1-- ,� ___ --,+,+---._-, , , -__ � - � - - _ -� _­­- ­' "­­ ' ­­­--­­­­­­-­­­­­­ -2 = 11 , , i � I. �. E - I . : ­.­+�.i .+ .41. . . 4 - 23.50 + 23.50 : 53.40 = 1 1254.90 1 ,ll. ,-l4: : .. .t � -1414:144::� I , Iii, +. I. ...uJ,;::: 1, '­ ­ I— -11111- - ­ 1-1-1- 1 _­­­111.1 4 4- 1 1 1 ­ 1.14 4 11 I 1 1.1.144 . I 1. 4 . -..... ,,' ��. . .........." 44.4 I.�� , .. �... +.:-,;1. '. .........4......... I - I .­.. .._+ .........+­__.._ .... I .......­.-....�...­............­­­­....­ .. ...... - .....­­­....­.. ......­­ .. .14........... ....''.- I � - , E . . - t � � : , i �4 . 4 1 : �-_i tr­�-­-.� L :1. ... 4 :4. 1 � -1 Q) " I I I ­I � , E. ­- _ I, F, ­­.­...­&.......-.................I...........I......... 4..................1�......­.­­­.­...........I.,.....................I......I—.............�......­ I I -11"...................................�...........�. ........&...­...­................................... * 2 � = � 24.25 x ; 16.10 = �� 390.43 I. 1, `7 I , , - , .. .. ME 4 ­_ . � ._ . 23.50 + 25.00 -. I Q) Q) CO M Q) I �, - � - . Y I. . � l" 1 - 1.%.,.,, . : 1._.- -1 I— ­­-- --' '' - ' ­­­ ­� ­­-­­­­­ ---­­­'' '' . ­ ... -1 .1. .­ ­ . 4 I 4 11 4 4 . I 11 I I . ;r I" e I K RACE .44 1: 1.4 - 1:::;:;..;:;I I 1- .. . I . . - . ­ I__ I 4� . E� I I I POO- TER _L - %% .4 1 -.4 . � ' ___ -1­I—— - � . ...1+14.11.1.1.................I­...� I......'.... ...... ..­-......­­­­...­..­­.........­­.­ . 11 11 11.........­.................­......� � I&.......1........­...........I I cl� `(� Q) ._� I .. .........&i. ,_� aL -. �'4.60, 23.00 + : 21.50 -* 2 ! = : 22.25 x , 13.10 = I 291.48 , ,� ;7I %%% " + '.1 ,j "1 � .. .I 1- ­­ I- . ­ �­­­ ­-1-­- ­­­r­ ­­ .1. ­ . - I ­ I . ­­__.­.._.­.. ....-- I � % I � V) ( _.� I ? ,7 I I I ­ . I. .44. Q) 1 : I , I, ��� I"� 1, -i illillill!1!1!1!1!1!1!1!!!!!!!!!!!!!!!!I ­­­----LL"'I I­�­-_­___­._.___--,---_.--�---------------_...."I 1-1 ­__­�-1.11-­I—-4._­�­­-11 .........--'­­­­­-- ' Q) > Z 7) _AE��, - � ,I, _� 1 I = z , : 21.50 + 20.00 -2 20.75 x ' 10-00 = , 207.50 1: il I .1,Wwlllllllllllll 4 ...4-...4.......I..................411. ... I .­­ . I .... ­­­..........................4... I 44 444 4.4�4 .. ... I : � ; .---------i , 1; : __" - ­ -11 1-1 I., -1- -I .1�11- ,� i I I 'i - -1 4 1 , ,­ 11 I I 11 � I I I - . 1 - 1 -........ I wool -.------ --++-,_�.......____-------__,____.__.,_______ __.._______,++__ - - __ I , . M �� U) �_4 - * 2 , = �: 20.00 x , 10.80� = � 216.00 1 ­ 1.11 I 1:,�i!iillllli!ll!ill!!Iii!!!!!!!!Iiil!!!!!! EXISTING NATURAL GRADE ,a EL. 20,(35' ..--1­­­-I—— �11�.;_ 1--- .1 -_;w___, _ ,-- -- 20.00 + 20.00 , .. .1 I I . % . 4 11. 11 - I . � 11 I F, � Q) 1 ... . ....4. � -................... .....­.+­........ .. � . ­­ .-- - - - - - - - - - - - - 11 41 4 1.�I 1. I I� , t 4 " �: C) 4-) � : � I .._____________­.___.­_..­__­-------------_­_­_.­_________­ ­ 20.00 + 18.504 -2 � = 1 19.25 x � 12.40 = � 238.70 Q) Q) 0 7) ­­.I­­ .1 .­­­-_ - ��� 1.1- �I - . ­_ ­ . I ,,, , I I 11 . I I . I ­ � I I .r...-1 �� Q) C Z .....--.4-...I...4-4..........­­­........-....I..�........-.1........�..I..... �.....I.....4.... ......4,....1-1-14,............& I ; I � -___-l , I i 313.50 6568.00 U �_4 � -1+__---___._-.__- _.. ..­__+­_­ ­­I— . � . - . - ­ -1.11- I __ 41-1 I -1 � 144+1-1 4 I I 1 4 4 4 11 4 4 1 1 . I -11111 � .111,-111.-11 1� I 4 1 ­ -, � , ,,,, ­­ I—I.- .r-� r, 110 - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111111111""""'11 I � k ! ! 4 (t � Q) Q) i � I �I I - I I I - 1, I I � ­ I I I � I " I I . 1�.I. . - I- I . �Q 0 110 '0 ­__� I f=f;;;1:10NT ELEV,4TION 6568_00W - 313.504 = 20.95 Pre-existing Grade ._� ._.q (O 1 -4--) U) ,_-, r SCALE : 3116" = V-01' �D, Q) Ln _I HEIGHT CALCULATION5 . 0 0 -� �. , .. I� CD 0 Q) .­� 7) �: -0 0) Q) Q) �> -6 �iiiiL (:::� �,;, *,r-,, (t - 5,,jn 4 Seal: �, 0 ARc/,, I N\ 4 R. AID / r ,,­__ �- -.,.,..t�",.4,44.-_._..­1.I-—.................._­___ .� ..........�.....................11-11-1-...,...... ..................4.4,­-­..­_.... �.. ....;;_�� .. �.......�.........I.I.-I....­_-__..............�..........&.....................................4......-.,r ......--..................&.............�-------------_ .........1 -1_1__ .. - -,'+' ____N_--__1__.,,,."._. I-­­�.�­E.­­_­-�_-,­­­­ I - "? (11 : I .-.-..----.r I 1� I I r!, 11 l , .........f ..........-------------------------------------------------------------­-­----- LL�-, i. ­-­-­-­­ I �,�, -7. ,A � Ill t : i . , - : I 'tt', 0 : : iii . : I I i : co , ;,-7- I : : ir : I i I =) )k .. , I : I 9 � I > * : : , 20'-11" 11 i� . i lI - I I I I , - , ',\ I i I I 1 -1 I F�� �­­­­ ._ _ -,--,-- * _ - \ . � ­ ­ � � .\- \ - -1 - ,Q� ­� sN 1_/ \" \ I 5ALCON`T� 0 It 15 3 VIOI O'' A -a, \ "I -1 at on o I -tin'a . I , d�r, , #1111"� alter � 11 \11 \ - \� \" underthe _.t, 6 ,\,��, =33-4,ro7 SOFT, I an item in any way If I Inci ine 5 :al of an � I I 1,\4 architect i5 altered,the altermc3 architect 5hall affix to I -� . I - \,� 1, I -, ,;� I h15 item the 5cal and the notation"altered by"followed 1\ ;\\ ,///, �0> ,� \;� `//�, -1 I 1z Ill b;hi5 5i,paturc and the date of 5uch alteration,an I a ,;\ 11 11z I I \, -, � � , \19, 1 19� I 5PCCIfIC CIC!5cription of the alteration. \ 11 �, \/,� \(O //�/ : .. , I11 ..............1,�,.�... , I �� lw�- .... ...... ...�... ........ _.. ......... .­&.. ...... _.... ­­ &.... . ... -11 44. .....­ ..... -..,- __ I f I............. ­:.::V� ­. , i � : : .: I . ��/X/11 . . .­­I�1\ X " I - .. 1,\ � _ �: � � - � 11 .\ 1�1 \ � - ____ - I - - I I -1 \'11 I ­_/ - I 1�1 . - - .1 - I : I , XI \ -­ 11 \�c p 1�111:1 111 I . I 11 \, < KXz I I .1 / / . I lcjl_�,III i /_J"^,_03fI (\I . 30'-34 ,_.___1-_�z-_ V�) --)4 () (() - X I A< 17 / / . < J IN \ I � X-1 J d) \, : X \,>1 I (6 0) : : .. . : : /I /I / / IN I I / K : I : I : 1E . 'n" : . - : � - : - ! - . 10 , - 1: � __ ___ 11 L -_ , - I: : 'A - . 1: ­\ I :::_ i.. : (C) I ......I i I . -_ I -I - --.......I T--_­­&__.­_­......... ,I -1 1,,1......, : : , , I �; I X 1�lz 7 __ I z . - i , I I /�N - ___ (P i LO ; T :/ . - : L. : - :. I : 1414 1 : : _! . : : - I \1 : . : - : F 0 R6 / : Go 0 0 fR X;t I : : FIR () : I It : I : i X X X X I I I X , .1 /\<- ___ !� QK I /"� 1 , J (D U)- 2 : ; - \ t - : : �) > \ I . : .­ i I ...r_ I : , r- 0 : I—- ......­... . C3� ,C3 Ul�, . I : t.......... - ; t 5 F/`T� : >2 (Oro , � -T I : a - �3(Q,F I...I... : :I I / : ;=, / - - i Ld : /\ i ; .. ; : I: ­ ...­- X &........... ­ : -1 I ,"*I ; I �< I < 0 : - z : : : ': i� I i .... - I ,; < : : ; : & I : if : I i -,! i. \ I � I 1i t I < 2 141- /I it � it',- _____1_------- : . ;--.1.4 I >1 >/� \ l I (29 � _\___ _,X�_�.I<'\,-7--7 / ..­I 11 ,I -__X >< -- I ­ ­­­.-. ..�1-1-�....&&.......4........­&........-1 - 1�/ \7*_­­ I I .--,. i I �i i Z @) i I I \1/ ; ; 1: I E I ; I \ / I : LLL : .E1 : ..�.. A 41 I I E (0 :I I ; - ,___ - :. / I I: ! : : \ - __� I\/-- -V,'L \ Ill- J! 4 1 X V I! ; (D - : i � I 1 T�"11�`��_, i 0 1 �V_/ -- ,V /\V,, \"/"\t,// ill ___1 I I if - I / 113,-52 o_- �11._ 2 11 I 1 301-341, = I NI-J,-5 --1-11 20'-11" ­­ &.! � I : : I 11) Ji�. N/ ti) / 11 I I : � I i J U - I __ � !I I ( -1 \ _X , I I. X i i ----\i I . I r- / r_ : I i; I! LL. : . ; ___ I I < ; I I A \/\< ; I �-- 1 114 1. ­ I : / < I . ; ; ll� I -, �� . I N : i �X E I P�> 11; : Q I i ; �.,,,,­ I : < I\_ __/, 1�, I _.... -_ . _ -I I / +\_ _ _�� , I- __ I I 1 4117X I-1 �= 4 i I I : ;i ,I- !­ ,,�2- .. FIROF`05EID � ___ 11 . V- I :1 ; . < < , � . I I I , ­ = . i : . ;it i = l \ I :; 1 3 :E ; � . :; I i () F1FP,5T FLOOR 2,S30,"34 aq ft. Q i () :1 .i I ; Q) I I I / I 1\ i i m. -1111 : : -1 i 1 301-01, Q) : 1: I I i ; . I .I I v d) I i I I it) I i ; E I . i I : � E ; I...............- ... I .-,-. I I I 1 :2 1 �\ �1 - . I \ SECOND FLOOR 2,ro&S.&O eq.Ft. �__ . , -] � V_\/-><,\ // \. I- 17- ,& �,&-___ >T\ / : �I , /\-I�\/Y\- .. ­ I : oc:E�z I I : I TOTAL 5'r000.54 6q.rt. i il �i I kc � I _ 311-01, : . I :i rr ---7-) J = I I I : lv;� ii ,; ; � 1. < I..................p......................p.......�...................................................................�......�.... -.......................................................................................................................&..............&&...___&................i I .I I t : : . () � � !I I I i I ; � . I...........&......I........................................__­............-........................I............4 1 / I I r. I I I - �I : I I / I I I : : : I. I I I ;I I I......-, , ENTF"'r FlOfRC�ll4 I : \� 111-32 11 :-____ I I . I - i : -) �� . I I I !. ! Project Title: I i L. I ..__...._..I! I&......& ........ i I i --.--- -------- ­ - -.i ­- -- - . , - ­ - ___7 ; [ ­1­4­��­­il­- -__I___=_1i .......................---�_ 1 3, , �__ ...I........................................._­.. I I I : ; ; I i - __ - I I L__-4- . I . ; - I : ; . :1 i : ; I ; I : �._ I : I I I-,---- __ , _______­ : : I :L------- 1 1900 BAILIE BEACH . : : I 1 201-1111- ; : . : : i : I......&.............­.. . ......I-I : : : J : Z­�­__-_ : : I I : : : /4.1=- z = I & I � : . I � -1 I I: - 'I /4(��T Fi�14 r-1 , I 7 14 F;�E A F=--) 114(��T F:�14r I ,::: . 14F_p_1__E4 ED � li/ 1 i � I , .0ill"' - � ; E, . ; : I IMEM :; ,I ; I i I ____.__..___ . T � .. lmma_­ .: . ____ __& _J ; - - I . : I I ii I /111 I i I . ',,,,�, ! I, :! I &CALE : N.T.S. I I 1 rp -- .. -+++ 11 . : - f=-1F,,5T FLOOF, L,4N &CALE : N.T.5. I 11 I, I i � PIF,&T f=LOOfz,:' I=L,4N I . I Drawimj Title: . : I , : t ,__�,, I i I, I I I . - i ,I !E �: ATTIC I . I i: I : I .E :. T I I A AG / / I i I I 11 ; i .,I I 11 : 1 ZONING . ���"-�,�,-"��----.-�,�---,--.-.�.........____-"-&..........&.....____......I �: /p. I/ / / I i : : . :: ;! - : . CE I L ING 1: 11 & I : I, . :::_- T &I " �,521 11 5 , T, �[ I I ': I INFORMATION I I : I, I I : .. � � 11 i 11 ,t/ (I: : : i" i 1. : CA il !l JNDEF�, 1 ' Elllllro ` 5i K I ;1 I ; q IV . : Vi . I I I - � . I / il �, I! : I I I � E .: . I .1 ; Project#; 5calc: . i -� � / I ; I : : I � ; � i ,I I : I i 1 1000-99-03-13 As Noted � : 4 1 1 1 :r I, I zl i I I ; I I : I I . I �--7.____-_-_- -7 . - � I � / � z ii I : : � I : Date: : . �Ii I , i : 6 I t I : I I / i I 5heet#: I ;I I I : 11 . 4 I ; I p November 26, 2021 2 of 21 � i I .1: I I ------* _.___E_, i I z ,r=-1- I / ; f11,111. . I I : I : - : I I : I I : -, 5heet: i i..... - J.�_-.:........:................ I i i / I I ; ; ,,_._­ I I I ; : : i ; ; ­`_`....._­_'___'__­_­---L- , ................ ......�....­ -11..........I.........",�.. I I I : I : 1 - - - - -1 : : : i /'� 0 1 . n r, � ______. _.......____..._ ­................................................_____...­..........................---,, / E���� *....J I __,E�_ _ ,D��= " � -,, / :_____ I Z - U u u I \ / I 11 ; I, .- I .......7 , !, `_ I I r 'T , .��,�. I T* I 1 : I I I : : I I t I i 1� �­­-­_ I � !_1­_ I \ � - \ - � -,--,- I I - E �/ I 1-+-i-, ..!r I / ; I I I / I I � .. r I-,,- '. '. ; p � I . I I I If �_- f I 11 i. � : t - E .? � .. : -1 � :1, � r I � : � ------i- , _�, - - _�_- .: � - �1 r I I I. __ = �i ff==� I I It I I I r : : I I I! 1 1. - I I I �X I � i 1 1 1 1 1 I : t � 1� I " ... \,q \ I \ � : : I : : : : � ,�� ) i �t I I I 1: I : � I 1; I ; , I . � I = � � � - . I I I .: I 1 t: I 1: � i I I V I I I I I I I \ I i )i i i iI I I p -,Ill;'.7��.,:�=,7�-==j= - ,­­ ,-7 ­ ---;Z.--;-�--z77�=-="F-�-,i�--�-",�-�7�­, ­� ­Q:�­-l'-'--'������--,�,�,7-�-7�;"--�,,-�---�-=7-.",-,-�,�l�-�,+�,-,,-�"":c�� ,�7-'--�,2��-�'i"-='�,=I-�-y,-��-7:a:-, ­­�,-�-4 ­­ f�­a;�J,,�­­=-7 ---,',:,�Z:1:�--­- ,�;�;�=,--�--�l:-,��v�7-i'��-;---,V -7--------=_'L��Z;E;,-:L��_­Z=T,­- , - - --- r---r 1� 11.1-­1 7-�-- �­;�__­�,�!E;E-,--77----�----_­ _,�= _ . _ ,, I -1--,.,-.-----11-I � I I ...�K-, , ,,- ,-­ N 7 A 4 L�4 g� �-.- --�­­--1, -"� I I , - 2z� _=�­ _ !7!!!!!li"=!!-77,­T 77, 1 TT­11­="�� � ­ �f- ­ --a�'­;;;­� - jZ-­�;�--­,,-- ,­= "'7---'-I�7-'-I--',:�-�7��',-7�:�':-�'-'­ -, 1-1-1.1- .. - 11 I--il I I,"�, - ­ ­.,-,-.I ­­­I ­�",�;;,__--�-- -, - I -1 ,­�­1.,v -.1.1.- I, ,I - 11­ -11 � I 1.�.1 I I 1,'Ell, �"'�--r,,7_-,','-,."'7-�-�'-a�E:=_����'-1 ,� I I I ,. I - . _ -- ­­­ � ____ = -� � - I MAJOR DIVISIONS TYr'ICAL NAMES 1 �, OBSERVED BY: 6rMaot� 233.3 _ TEST PIT 1 GlUSEPF E ADRAGNA, R.A. MR, �� '" LIC. "040-151 1 11 —� on ,� " Mw �" DIG DATE: MAY 11, 2021 � 2 3 4 _ _ � 1M' TIME: 10:00 am, GW WELL-GRADED GRAVELS,GRAVELAAND MIXTURES, _ on � WEATHER; 69° MOSTLY SUNNY IS WELL-ORNOFlNES. ~ MRR .. "" START GROUND ELEv.: 10.0' u�, d $9 1 LITTLE. �~ _ DEPTH OF PIT: 11.0' W »Z Z ♦ GROUND WATER: NOT ENCOUNTERED m a GP LITTLE POORLY RGNO FIINES SLS�GRAVELSAND MIXTURES. � a IRSMATERIAL GLASS OF '�' SILTY GRAVELS.GRAVELsAND-SILTMIXTURES. 1G 5v I ' DEPTH (FT.) DESCRIPTION MATERIAL ++ W �' 1� GM > /♦ ♦ �' ©� TOP SOIL 11-005 I�i rii CLAYEY GRAVELS GRAVEL-SAN II ♦ �' ©©©��©© 2 DELAY MIXTURES. O ♦ �� ♦ ©©© c W ,� °�'�' �' • ©©© ^ �����© W�2 + SW WELL-GRADED SANDS.GRAVELLY SANDS,LTT•rLE OR NO xo SIV 100 ♦ ♦ ��®©©, ©©�©©©©© _ —1— tj g .y �+1I 1► FINES. o 0 Q +� ♦ ♦ '�♦ ♦ ©© ©©�� �� , �0® © i _ TRACE OF SILT 8-65 djjv €dam J� NO FINES RLY GRADED SANDS OR GRAVELLYSANDS,LRTLE OR o O IL ♦ — — "_�_-_►--_ m.m' $ � N�W � � S M SILTY SANDS,SAND-SILT MIXTURES. � � Q" •o Y_ in SC CLAYEY SANDS,SAND-CLAY MIXTURES. 14LFINE SAND, r G 0 a) TRACE OF 1-65 p U � INORGANIC SILTS AND VERY FINE S GRAVEL to V1 ML CLAYEY 4aoaIiPL.aLTYOR 11 END OF PITCID q FINE SANDS OR CLAYEY 80.76 WRH SLIDHT PIABTICRY d\" P'IDRGANIC CLAYS OF LOW TO MEDIUM PtMnCrrY ORAVELLY CLAYS, 4 C\2O CL SANDY CLAYS,SILTY CLAYS.LEAN CLAYSrn Q \\\\ dG CD CD CD J OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW 6 N PLASTTcrTY. z —TOP a� BLU(=� — — P OF BLUFF- / // �_ — U R ��N / ♦ TEST }�i T 2 GIUSEPPE ADRAGNAD, R.A. �' C x MH INORGANIC OR SILTY SOS ELASTIC SI 9DISTOMACEOUS FINE U F 0 LIG. "040751 Q// ♦/ O O BL, FDIG DATE: MAY 1 z _j CH CLAYS OF HIGH PLASTICITY,FAT CLAYS / / 0 N 1, 2021 `Ei` e0 G CH �} I® TIME: 10:45 a.m. �' N 5 COASTAL WEATHER: 69° MOSTLY SUNNY z� J 9 OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICrTY, � ASTAL €RO O _ START GROUND ELEV.: 8.0' �� -' C7 ! 1 ORGANIC SILTS. DEPTH OF PIT. 10.0 -- �% ✓ /�`�0"�\i \' \ GOHAZARD LINE U Z { �,� ,� � _ � GROUND WATER: 9.m +, \ \ — — — — — �- DEPTH (FT.) MATERIAL CLASS OF • \ DESCRIPTION MATERIAL DIVERSION RIDGE REQUIRED ,{ M TOP SOIL II-65 WHERE GRADE EXCEEDS 2X _2 OR GREATER �V p 2 SAND, COARSE ~ i�Sy , / / I•, /L GRAVEL ro 05 ROADWAY b D p I 4. O(3,A FILTER FABRIC p w FINE SAND, SECTION A-A (� U p - — — jJJ TRACE OF SILT 5-65 Q � �\ NT- \ / �� /ZJ 9' ROUND WATER NCOUNTERE NOTE: O v' �► �� �\�,� \ \ ,4FE,4=2.513 ACRES \ = / _ _ — � \ / / — — — , r O m.m END OF PIT STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES p z TO TIE LINES �I E \ — (j( { OR OTHER APPROVED METHODS \ I I V OR CONTINUOUS BERM OF � Izi ATI EQUIVELENT HEIGHT TO CHANNEUZE RUNOFF TO p +� \; ���yp�Q = \ 1 / / — 3 Q , BASIN AS REQUIRED. U � U 1�i,t \ \ \ \ \ \ 1 \ m r SUPPLY WATER TO WASH r U D WHEELS IF NECESSARY [/1 N 16S A N > FLOW --�/ `. FLOW p U _ �I� DISTURBANCE_—_ / NOTE: VJ -F \ \ \ --- -----__--_-- -.� /��� PER UNITED STATES DEPARTMENT OF 4' o �• ° U O \ \ — _ / AREA OF SITS D15TURBANCE FOR PR ———WORK 15 42,9`'0 SQFT' \ _ / \ THE INTERIOR GEOLOGICAL SURVEY ' \ �Q� \ --- \ J \ — WATER-SUPPLY PAPER 1619-GG PRINT 3 MIN. 6" THICK -- \ \ s — HIGHEST GROUND WATER TO BE AT EL. 1.0 COURSE AGGREGATE o� 12' MIN. O '-0 'Q e �.. DIVERSION RIDGE ® CJ mREAR TERRACE 1 ' y.......,.....«.._..... ... ..„...............J.....t..... I b0 SQFT. 1 c311-103 11 i 50' MIN. Q ) m _ .2850 �°R � 1 ..�� - _ RLAN Com`\\\ \\\ TE(� ACE UNDER p34 / �.'�. 5EPAR � '(CATION �^' I � \ � NOTES: r _ __ _ 1 �3� k 1. THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT �\ 5 u TOP 4 BOT WI TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY ''N' , � GALV. RAIL � 0 POOL TERRACEy SPA i Q O 1 tV *, < 8 REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 5ign45ea1: 1344 5QFT. I \ ,,; _li STORY FRAM I I TO TRAP SEDIMENT. \ 2 2 �\ \ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO • •�8”TALL POOL EENCEI 52 °�m RESIDENCE 1 GATE r m 9. m' (l // ` �\ EENING 7R E5 TALL p 1 s - 2-3/a"0 G ) V. POSTS HED STONE THAT DRAINS 1 / !(\ "� / y y � ��/ �. �� A PUBLIC RIGHT-OF-WAY. r F F E �y3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED BRED q WITH CRUS N70 AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. \ �/ \ • t..,:.e' ��.° � • BOULDER 3mD _ I / .,` ' � CHAIN LINK FENCE W/ GREEN A-- , ,` , \ / \" J%a WALL V" �2 � / TEMPORARY GRAVEL CONSTRUCTION J •„� • •` \\a'' � •� \ 1. ,/ / °� \ VINYL FILTER \T' , // ASP 1ALt DRIVEWAY / ` e9 I' ',a°< __ .28.50 WITH BLOCK CURt9 gid, .5• a-. 1 ' � ENTRANCE/EXIT DETAIL * �^'�, ;&Z 3180�QFT. \ &� s \ \ cs \ `♦ 340 SQ.FT. 911-54 i /, Il �• � > ` ; BASE TO BE SECURED W/ scALE: NIS 1f // \ \ • 1 `." ` SANDBAGS OR CMU BLOCKS L �'"- �� It 15 a violat e�rs'on s cting under the alter EXTRA STRENGTH FILTER FABRIC an item In any of an NEEDED WITHOUT WIRE MESH SUPPORT 0 architect Is altere to shall affix to .:_.._ _ r _ - .._ ..: hl5 item the seal and t red b followed \\ 1 A WOOD by his nature and the date of such alteration,and a 101 / / POST sig ATTACH FILTER FABRIC 5Pecific description of the alteration. BOL C \\ 5 SECURELY TO UPSTREAM GRA�EL vm.9 96'- �"/ 26 - SIDE OF POST - PARKINCs GOU1�T :,�. TE1�'fFF'C�A�~' COi�ST�;�GTICN FENCE \\s • ® .\ WELL Pump \ ,/ / / ac e ,Nrs ?. \\,v-, ? b ,a" \250 \HOU5E MP 1000 SOFT. CELLAR A %. r ' k @o •Y \ IUALK OUT I ( 1 :ti�-LOW N . • � 10'•MAXIMUM SPACING WITH >(/ / 12" GRANULATED BACKFILL WIRE SUPPORT FENCE MAX, 40" TALL /\�\\\\\� � �""� 6' MAXIMUM SPACING WITHOUT � OD \\ / � N ry 4: ,--,� .260 _ - - �' ?/ I ,I _ �, - � � L-.=!f,=.�li- WIRE SUPPORT FENCE r^ \\ �g z \ • = / _ / / ALL REINFORCED BACKFILL SHALL BOULDER WALL U1 are` ti BE COMPACTED '35 OF MAXIMUM �_1..,Ij,-.i z L0 STANDARD PROCTOR DENSITY 1 1-if `I f C1 k o J.: l-t STEEL OR WOOD POST BOULDER WALL 1;:''l l. • J � t 36 HIGH MAX. \\ �1 W I TEST PIT-I f O / SOIL RETENTION FIL I ER FABRIC 63FLOW 12" MIN. TOE EMBEDMENT 1-L -; I,.E.i1, lir O Ott \ A_� I / / —__ _ ---� -� T: 12,:: - TI':;�:��11 12I PONDING HEIGHT PONDING HEIGHT (� - -"l 3//4" MIN. DRAIN ROCK _j / / S 231Ii. n / I II 'I ' Uj il;_III-1. FLOW 9' MAX. ISI \k�` \ i �� /� //��//��� W Q \ /fes , / a // / `��.SC/SC/I - STORAGE HT. 8" 0 1 �EeZ0 \\ CO / SOU IJ� LL iREUTMCNT \\/\ o tc F' /• - SCALE : N.T.S. 12" MIN. \\ � 12" MIN. pP GO aGE °A / 0, / A., \ "x6" TRENCH P Z � m" ♦ SPORTS COURT / BACKFILL COMPACTED / / � / ADHERE CAP UNIT WITH CONCRETE 'Q 11 C' ADHESIVE IN ACCORDANCE WITH Q N 'Tu7 sPollZrs couRr �� 2� " / MANUF. SPECIFICATIONS (TVP.) TRENCH DETAIL INSTALLATION WITHOUT TRENCHING UNDER SEPARATE APPu Ar1oN V / NOTES: REFER TO PLAN FOR T.O.W. AND 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE B.O.W. ELEVATIONS (TYP.) PONDING EFFICIENCY. V // e _ _ _ _ — — /l 0 / 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE \��� ♦ / / _ / f my / / CONCRETE SRW UNITS SHALL SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE z HEIGHT. �� Y� ��_ — J — — — — �� // I �� BE "STANDARD" UNITS BY , � igrU � / �•.._--_ — — — — ?~ / � 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL j*_ rq VERSA—LOK OR APPROVED NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY q, ♦ /�ANcF / / -.1��v��fi // 011) EQUAL (TVP.) STABILIZED. •2 m SEGMENTED BLOCK RETAINING WALLS ;�/ EL. VARIES Project Title: —�— bm ——— — / ALL REINFORCED BACKFILL SILT FENCE DETAIL _ _ / � SCALE: NTs _ X '' SHALL BE STRUCTURAL FILL _ w.LIMRRM IT OF DISTURBANCE — --J/ < ;.' ` COMPACTED 95% OF MAXIMUM 'I 900 BAILIE BEACH �6 S (o °2 3' – –– – •) Clears ace for approval stamp(s) (s) I 00 I I —� - " " STANDARD PROCTOR DENSITY GRANULAR LEVELING o w PAD 6" THICK (MIN.) _ ^y " (TYP.) / IMPROVED LOTCOMPACTED to RETAINED BACKFILL (TYP.) I 1000 B41L IE BE.4CN / RD / STRUCTURAL FILL , Drawing Title: EL. VARIES — ARCHITECTURAL �`—T;`` • ' „',� — GEO—GRID SHALL BE MIRAGRID 5XT REINFORCEMENT 0100% SITE= i='LAN 1�-. ` GEO FABRIC (TVP.) COVERAGE, OR APPROVED / IT--1 ' w EQUAL (TYP.) SITE PLAN SCALE : I" = 20'-0" UNDISTURBED SOIL OR III' rll. 4" DIA. (MIN.) DRAIN PIPE / SUITABLE BACKFILLw^ W/FILTER FABRIC. PROVIDE COMPACTED TO 95% OF . m THRU-WALL WEEPS 020'-0"O.C. MAX. STANDARD PROCTOR w AND OUTLETS AT ENDS OF WALL Probed#: Scale: 1000-99-03-13 As Noted rt DENSITY (TVP.) / DRAINAGE AGGREGATE 12" Date: Sheet•: THICK (MIN.) January 04, 2022 3 of 21 Sheet: SEGMENTAL BLOCK RETAIN'kN'G WALL DETAIL SCALE: NTS sP - 1o1 . 00 / 77 1 �I C, �I 1 D RA I' `' v I I `� COEFFICIENTS: ROOF: 1.0oIM5 IMPERVIOUS: 10 GRAVEL:0B 1011 �-- �` �- - -- ( DRAINAGE ROOF DRIVEWAY RAVEL DR TERRACES 5PORT5 DRAINAGE DRYWELL EFFECTIVE DRAINAGE GROUND DIST.TO _ -- -- RIM ELEV, T.O.RING INVERT B.O.RING �1'• 03 � � �_ � �• ( 1 SYSTEM AREA (s.0 AREA la.fJ AREA (&.0 AREA(s.0 COURT(a.f.) REaD (c.0 NUMBER pEPTN(ft.) PROVIDED WATER EL. G.W. � _ .. �- _ -- ( 1 A m 2680 m m m 6'10.0 A-I 10.00 9.00 0.00 4.00 4 168 c.f. 1.0 3.0 _ A-2 10.00 9.00 8.00 4.00 4 168 CS, 1.0 3.0 - - 1 A-3 16.00 14.00 8.00 4.00 4 168 r-T. 1.0 3.0 1 • �"-- - - _ _ 1�� A-4 14.00 12.00 8.00 4.00 4 168 C.f. 1.0 3.0 5UBTOTAL 612 c.f. • -- "� I 1 B 1610 500 1800/1,440 340 0 912.5 5-1 11.00 16.00 1530 1.30 8 331 C.F. 1.0 6.3 5-2 11.00 16.00 15.15 1.15 8 331 c.f. 1.06.15 +' 5-3 11.00 16.00 15.00 1,00 8 331 c.f. LO 6,0 SUBTOTAL 1011 c.f. �3 3� _ - ©©0��� (Mcn. <M,V C 1850 0 0 2530 0 1095.0 C-1 22.00 21.00 20.30 12.30 8 331 C,f. LO 11.3 Q _/e - C-2 22.00 21.00 20.15 12.15 8 331 r-S. LO 11.15 o c-3 22.00 21.00 20.00 8.00 12 506 c.f. Lm q . SUBTOTAL 1180 c.f. O Qom • , 0 0 0 0 5000 1250.0 D-1 11.50 16.50 16.00 4,00 12 506 C.F. 1.0 3-0 s D-2 1150 16.50 16.00 4.00 12 506 c.f. 1.0 3.0 o �o 20 D-3 1150 16.50 16.00 8.00 8 331 c.f. 1.0 1.0 (U +, a SUBTOTAL 1349 cS, TOTAL 3,460 3,180 1,800/1,440 2,810 1 5,000 3,981.50 1 TOTAL 4,212 c.f. I o r, ♦ i NO p� ��1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU / - - - COUNTY AND/OR VILLAGE STANDARDS. // _ - - - _ - i - - - -I-�� 2. ALL STORM DRAINAGE PIPING TO BE 6 HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE "ztr CO CO ♦ - / /�`� - - _ - _ �� - - - _ - / / - - - - - �- - - I- UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. � 13. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME, oLn r­ AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. o o - �P OF BLUFF 1 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST 631 286 - 0240, OR APPROVED EQUAL z° - � co /ice - i -TOP aF B�uFF- _ LAN _ ( ) / 1 (P 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. FINISH GRADE ♦ /��/ O BLIaF NOT 0 N U SANITARY SYSTEM DESIGN FOR S BEDROOM RESIDENCE :>) CONCRETE ,;. 2,250 GAL. SEPTIC TANK REQUIRED " BRICK UP OVER BELOW 1' MIN ♦ BES E N LA TINCOASTAL ER SIO NA ARD 1N _ MINIMUM LIQUID SURFACE AREA OF 61 SQFT. 4" DIA. PIPE MIN. I AS REO'D GRADE 2' MAX 1-14 / / \ O I - MINTIG. SLOPE 1/8* FT. i T JOINTS N A \ \ \ COASTALDRO E I USE 10' -P SEPTIC TANK WITH A LIQUID DEPTH OF 5' = 2,500 COAL. ._.. our ♦� i / \ / / ^ \ NAZAR 1 LIQUID SURFACE AREA = 68.4 SQFT. IN 3 MIN. X +� - /♦ ii / / ' \ \ \\ \ \ \ - - - I_ i FOR DI TRIBUTION POOL i •� C� 3'-0" I '�'0 8 BEDROOMS a 150 GAL/ BEDROOM/ DAY = 1,200 GAL./ DAY DESIGN MIN- M„N. 0 +) j11 1,200 GALJDAY N CtS O fi � \ i \ \ \ - _ - - ( 2 GAL./SF/DAY = 600 SF OF SIDE WALL REQUIRED p� ♦ - - _ moi w rC ��� ♦ I \ \_ \ / - Sl USE 8'4, LEACHING POOLS = 600 SF SURFACE AREA -' 000000000 i �7 I \ / / I I _ 25.1 SF/ VF = 23.9 V.F. (-,.I '.I c_,z =0000®0000c � i \ - - "„ 000000000 � O �� � i - / - 000000000 w N fi� 1 I \p 1000-99-03-13 / / -� �2 USE (3) 8'0 x 0' DEEP LEACHING POOLS = 24 FT. OF EFF. DEPTH 1 000000000 w I (tj O ,}, _ of=0000 oI=o Q / 1 r= p PROVIDE CLEAR SPACE FOR EO% EXPANSION POOL C2) &',Px8'DEEP GROUND WATER I_-4" 4----4 - V-0" WIN• 0 w ♦ i \�'¢O\� \ \ AREA-2. 13 ACRES / _1 1 �r' 6'0WATER 0 TIE SINES I I m m BACKFILL UNDER AND AROUND DRLL I I C) '� IMTH GRANULAR MATERIAL CONTAINING j 6' PENETRATION INTO ACCEPTABLE -- \ Q \ 1 -� / 1 iU p LESS THEN 157 FINE SAND, SILT & CLAY. LEACHING MATERIAL C) +� m (SILT & CLAY FRACTION NOT TO SEE SOIL BORING FOR DEPTH TO U �,A EXCEED 5. ACCEPTABLE LEACHING MATERIAL -1 U \ n U \ i \ \ \ i I- _ -I • RING DEPTH MAY BE GREATER (� THAN EFFECTIVE DEPTH U _....................................... --- _ __ LEACHING POOL Q' \ \ -y� LIMIT OF DISTURBANCE Q \ \ - i ( CELLAR_SLAB/ GRADE \ AREA OF SITE DISTURBANCE FOR PROPOSED WORK 19 42,950 SQFT. \ �_ _� / \ I NOT TO SCALE r U1 - - -------- ---- / m E L. 18.00 N INV. OUT INV. IN INV. OUT --I Z (U O C� \ \ -------�------ ( 1 g 15.50' 15.45' m 1520' d 1- \ \ ---•-•-• --.®-•-•--•---•-•-•-•-•-•-.8- / �- _` r.�• _. �\ _ - - -� -I mN583' INV. IN G N N - '�\� ♦ \ ,��/r \ e-• --•-•-•-•-•-a--•-•_ - - �- - - .�,.,m - - - - .� \ '"� � -\ ( � 15.r�z' � � o �d � � ♦ \ \ \ 1 N REARlTERRACE I ® , (1 5'-0" U \� - 1 - - - DISTRIBUTION o N \, \ \ �/ o � \ � -._ i' ♦ 1 1180 SQFT. -�' 1 , I ♦ I ♦ \i o POOL 24.0 BOX ♦ i \ // \ A \ -00L UNDER sEPNRATE ' '2S- / DD ,� 1 1 I 1 Q ctS POOL44 TEQRRAGE STORY FRAM ; c s ao �p ALL SANITARY SYSTEMS •\ \( RESIDENCE ; 1 1 1 ♦ \ m // \ \ S \ 46"TALL POOL FENCE GATE ••p 2500 GAL. TO HAVE 4" CAST IRON sign.Seal: \\/\�\\I'1' ♦ 1 J r�i g F.F.E S. 0' ti 1 I ( SEPTIC TANK B.O. UNIT SCREENING TREES TALLY O PIPE �' Ya" /FT. MIN. // �\ O \ -i I --_ime Af 9 8 } 1 i •\ C-I i d / ( � 1.50' -litED Air?C \ BOULDER` / , 3mID I 1 µ ! 1 i LEACHING POOL 4/ // \ WALL ♦ // ASPHALT DRIVEWAY 1 m 1 1 e A I I T \ � e�,e T I S I e C T � O I`I J WITH BLOCK CURB s i H9 j a2a5m s,I -- - m I `/ I �4 I lit I I ' �4 Q: t I \ 3180 SQFT. \` � c-3 I _ 340 SQFT. i e I � C.I.FRAME V/1 SOLID '�-� � •; JZ L NOTE: HIGHEST GROUND WATER 'a ELEV. 1.0 SCALE 1/411 = 11-0II LOCKING COVER AT GRADE � SEE TEST PIT INFORMATION SHEET SP-101 FINISHED GRADE It 15 f e ora hers ire acting ♦\\ \ j ._._._._.__..+t.e 1 \ 1 I ( \ I� / / under the cL �I,' r !� �I��m7 Ret to alter 7/,\\ / le • • yze i \ i A A I 1 I� / 1 an item In any th al of an j 1 \ I architect Is alterea =shall affix to \\ \ j • 1 1 8 1 ` 7l1 / hi5 item the seal and the alte'ed b followed \\ m 1 I ts�eaa' 1 Z /' I I z '� by his signature and the date of such alteration,and a \\ j •1 BOULDER \ d i w°nim30" PRECAST R.C. \\ j WALLS a \ 1 \� I I I fs ` \EXP ION TOP SLAB specific description of the alteration. ♦\\ j \ \ GRAVEL 1 ms n G rr G it 1 _ _ ♦\\ j \ WE PARKING= COURT - \\s \ \HOUSE .-225 180o 1 1800 SQFT. \ ✓• C4EArl_�TaR / / I / f O MINIMUM SLOPE M l n11T \ 9 1 \ C� / \ I �� 1 a'Il8sr_I�TPIPE°o A' e / I 1/4 PER FT \ � 1 I REFER TO PLAN FOR WITH TIGHT JOINT c _ N � `\ \ /<Q \\ ! \ ��✓✓' •ye AFT,MIS \ /LEACHING OPEN OR SOLID COVER F �• to POOL I 1 i FRAME AND GRATE BRICKED TO C.I.FRAMEW/SOLID \� /j \ / ✓s •?1 ! ✓• 1 / DEEP I GRADE BY"CONTRACT"OR IN LOCKING COVER REINFORCED CONCRETE r 1 FIELD (ALLOW 4 MIN. 12 MA COVER SLAB - T FFIC v y/ �q 4" CAST IRON PIPE ♦\\ j \ << 0 \ 3m,- ✓�� I ��� FOR ADJUST ENT) AT GRADE TQP (H-20 RATED) cN a d ♦\\ i j �k / S 5 RIM ELEV. 8 THICK/#5 AT 6" E.W. w r WITH TIGHT JOINTS (V / \ ! SEPTIC �� a '" ® / ( 1' MIN. 12" �L 12" 0 1 8 PER FT. T \\ •> TANK "� TOP OF RING ELEV. SEE PLAN FOR FRAME AND COVER TYPE o �..-1 HDPE INLET PIPE 2 M a MINIMUM CD N �gC / • _ n / (FOR SIZE AND INVERT I I �---^- ^^- TOP ELEV. D (V SEE PLAN) _ \\ O \, I LEACHMCs ii l / / / ( i I I ( 4" I \\ i O / I POOL o �� " RECAST CONC. ♦\ �10 R / ` 0 \ ` DEEP o n / / I I INV E __ �M5 STORM DRAIN 6'-0" 3'-2" Y BOULDER WALLS ---- / / / - - -- �, z Lo GEOTEXTILE rER% _ i v Lo LEACHING / f 1 m �' `\\ \ • .h ` / wv:��m I 6-I 6 2 1 y\"a POOL2 / r �' �� �� 20®®®® - - -- � � O `\� w0 \�` -ice. DEEP , S � ,5231001, I I l ®®®18®® - - --- I N SECTION A-A "" LIFT HOOKS PIPE TO CATCHBASIN ®®®®®® I \\ P°� ge �\ 50,001 191BBOU118BIBIIBBII -o" ®I�®®®® - --- o vwwi Y < �°ul�ttE / 191810110 6 8116 0 8 - TYP 0 12ff]® - - -- I a v t/2 TO 2/3 C� AS PER FIELD CONDITIONS VOLUME Z �.O Pj°EP�pA ♦ i j / / / / /tiJ♦ 0z NEENAH FOUNDRY ®®®®®® I r -1 /� II A V "r BOTTOM OF pG ut t 5 \ i ��Oc�E z>• /0 / TRENCH DRAIN y ti .. F I < U INC E / ! aj v / FRAME & GRATE. ra, r. i i+Ar•r ;: AS NOTED ON P.L'AN '`--"w`' o N °>< SPORTS COURT / ! (� / CATALOGUE N0. ,;s I MINIMUM TO \ LL 0' R-4990-DX, MATH " „3, , , GROUND WATER 1 \ i d ! +' $ TYP PERIMETER FIBER BOARD 6' MIN. PENETRATION -,;N p \ TYPE 'A' GRATE - EXPANSION JOINT WHERE INTO ACCEPTABLE W / Q i A- ! `_ ? 0`0 » ADJACENT PAVEMENT LEACHING MATERIAL {`. '.+3:;i';,:: '" T ? ;r,„ BACKFILL UNDER AND AROUND CONTAINING DRYWELL c > ��� WITH GRANULAR MATERIAL CONTAINING Z IS CONCRETE. ,..yr:, s m �~ / � �ti,�'.- .' ;' r ✓"' LESS THAN 15$ FINE SAND, SILT & D-I D-y / �] REINFORCING STEEL y y �s'<"'YSi CLAY. (SILT & CLAY FRACTION NOT TO EXCEED 57) I I 7010 49 / pO VIRGIN STRATA y ! /.k �✓ �i\y: ✓kf FA E - / /y� •; ��; v S ♦ i A-4 / - / ��,� ,' Wi CAST ASSEMBLY. MBLY. DRYWELL 44- =Z=!= ���fi/// n SCALE: NTS _ / ♦ 7m SEGMENTED BLOCK RETAINING WALLS 12" TRENCH DRAIN _ SEPTIC TANK _ _ b ___ -- 6 --= - / / HEAVY DUTY FRAME SCALE: NTS Project Title: /�'"�',L � �... � - -- r V� AND GRATE. __-y`_----_•-------__..,,_,_ / I CAMPBELL FOUNDARY IT OF DISTURBANG / "� FINISH PATERN No. 2815 NOT TO SCALE CAMPBELL FRAME & COVER C S &4o231001, I I I 1900 BAILIE BEACH MODEL N0. '1735, OR W " `"Y GRADETO GRADE ­TF-At. CAST IRON FRAME AND COVER Clears ace fora roval stain (s) APPROVED EQUAL 13,gj�1 AUT ,1 tli (TIGHT-FITTING TO PREVENT SURFACE NATER ENTRANCE) 4"0.PIPELINE IMPROVED LOT FINAL GRADE ,} TIGHTJOINT / -� f I MIN.SLOPE 1/8"/FT. STOPPER OR END PLUG I 180P� BAILIE BEACH RD BAFFLE / a 12"MAX. Drawing Title: F G I ��A� I Q ? IIIRICK ED AS R.S. ONLY i i [ ka,,. k, �J I�t ° REQUIRED � � - 24" --�-, 9 DRAINAGE & DRAINAGE 4 SANITARY SCALE : I" = 2m'-m" 6" SPE 6"e MIN. PIPE . '� , �. .. 2 FT.MI„. SANITARY SYSTEMS 2'X2' PRECAST AS - - SITE PLAN VARIES t • 3"PRECAST CONCRETE NOTE:ALL OUTLETS - / CONCRETE BOX. REQUIRED 6" 6"POURED-IN-PLACE AT SAME ELEVATION 24" 4"D.PIPELINE MIN SLOPE%B".FT. 30' ELBOW 6 45" ELBOWS � 4 . u 11- - -_--- � Projed'�1000-99-03-13 Scale: s1eNoted / a 3" INVERT. 5heet 8: 2• MIN. a Date: �. o ELEV. VMIN. INVERT November 26, 2021 4 of 21 L e u,. ° END CAP LEVELING DISTRIBUTION BOX DEVICES TO BE INSTALLED Sheet: 60' W j E�,T I Ci r,; ' `�J ON ALL OUTLET PIPES DRAIN CLEANOUT DETAIL ,/ PRECAST CONCRETE DRAIN INLET DETAIL DISTRIBUTION BOX S P - 102 . 00 SCALE: NTS SCALE: NTS SCALE: NTS NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PA55AGE 01= A 4" SPHERE 4 TRIANGULAR OPENING FORMED BY RISER TREAD E BOT. RAIL OF GUARD TO RE515T PASSAGE OF 6" SPHERE b + > O NOTE: e v PROVIDE "5IMP50N" CONNECTIONS OR APPR'VD EQUAL AT ALL FRAMING CONNECTIOi`IS. FOR DETAILS, SPEC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E �— — 0 SIZES AND NAILING REFER TO DATA SHEET a U Q � O r NOTE: .o ° 0 GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUTin ao 5 DWELLING UNIT A5 5PECIFIED IN NY5RC E3902. P ° 3 > b p U M NOTE: INTERIOR FANS AT ALL 5ATH5, PROVIDE 100 CFM EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR CDo . o 0 mti z cit 1 c d NOTE: ��ti ALL NEW INTERIOR 4 EXTERIOR WALL5 TO BE 2x6 CONST. UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NYSRC SECTIONS 8.602 8302.11 41 �< CABANA 001 1 'y NOTE: sD GUARDS TO BE MINIMUM 36 TAL L AND COMPLY Y WITH 2020 /- a, fi CCS � o NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING + <<�� % °° PROVIDE 10D CFM • • �4�� OF TREADS AND COMPLY WITH 2020 NY5RC R-31183 y v� EXHAUST FAN VENT O �� �' �� ti0 p • ATH OOM Fool] LU/ RIGID DUCT TO _�__; �o;y,+� , NOTE: 9' LIL Q EXTERIOR - - C'ry.�� N O +' SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALL5 �•''+s'y�4o sss9 • `�' \ fi Q •� AND CEILINGS. �;�ti�ti� \ �I �s U O rd O NOTE: PROVIDE 100 CFM U N (0 M U ALL HABITABLE ROOMS TO COMPLY WITH 8303 EXHAUST FAN VENT COUJI +, SEE LIGHT AND VENT CALC5 FOR THE ROOMS CELLAR EXTERIOR RIGID DUCT TO �N Q)• 001 E T.O. SLAB Q' e EL. 18.00' O o a� NOTE: CO ALL NEW INTERIOR ANG EXTERIOR STAIRWAY P��ry = sD �' � U O CO STAIRUJAI' ILLUMINATION TO HAVE CEILING _e �co G U U AND/OR WALL MOUNTED FIXTURES UJ/ 3-WAY _ pq o Cz 5WITCHE6 AT TOP AND BOTTOM OF STAIRSA -�-j M s I I I I i I A5 PER 2020 NY5RC SECTION R-303.-1, R-303.8 T.O. SLAB R o I I EL, 1 .50' 1280 Hss "5/s HSs 5"X5'X iib" O U `/ 6'-8" HEAD HT COLUMN 5x5 x�6 Y) '� N 0'-011/2" SILL HT COLUMN ©COLUMN U N > 'b NOTE: L 5'-1111/4" x &'-1 lis" —1 Q 4,1 z SHOWER DOOR TO BE TEMPERED GLA55, VERIFY W/ I 1 MANUFACT. COMPLIANCE W/ 2020 NY5RC SECTION 8308 Hss I I 5"X5"X 5x6" 1 COLUMN 1 IS RISERS N 5ign 4 5eal: /4" HOUR RATED m 133° Q PROVIDE 5/g" TYPE a u COUNTERTOP RECEPTACLE NOTE: e :`. ! AIR "X" GYP. BOARD S.G. FIRE DOOR 10Uf=""TREAD N a aB30I ,�EFZED ARC' IN KITCHEN PANTRIES, BREAK',FA5T ROOM5, DINING ROOMS A 301 HANDLER WALLS a CEILING ———— ---- ------ o^ W o N �5 R y/ AND 51MILAR AREA5, RECEPTACLE OUTLETS FOR 121-0" 311_10 ———— ----------- �QPE COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE - MECHANICAL Z ——— — ----------- W/ NYSRC E3901.4.1 THRU E3g01.4.5 = ———— ----------- ,� c� z 0 SELF ELECTRIC z AIR VENC 001 AIR Q 0 4}-N .D * HANDLER HIGH EFP. CNICsH EFF.J HANDLER _—— 0 O _ ' BOILER — ----------- p p "'~a `� u� .p ——— — ----------- Q i- O N= Q duly i20� i1 �acting EXT, OPENING $ WINDOW HDR SCHEDULE �Q } It Is a the dire 4 — —— — _ O Z Q Z under the direc np Jk�e cit to alter A 51 (K73 0 an item In any way. a{{�+.•(( i? h cal of an HEADER SIZE ., Z _ , ISE U4,4 — ------ oaoaa?�ae architect Is altered tri ect shall affix to CLEAR P 3Yz x9y2 L.VL z'DutY1F?ILN N5 item the seal and the notation"altered bV'followed UP TO 4'-0" 3) X II-Y6"LML OR 5-)'411 X 5-V L.Y.L 3559 ------ ----------- = by his Signature and the date of such alteration,and a UP TO b'-0" I 5-Y411 X 11-1'8"LYLn Specific de5crlptlon of the alteration. o'-8 HEAD HT Z-V 051317HIS TAILE IF HDR NOT NOTED SD 1'-9" SILL HT x 4'-II" ` LINTEL SCHEDULE: (EXCEPT WHERE NOTED) CLEAR SPAN STEEL ANGLE SIZE UP TO -0" 3-Y211 x 3-V x V } • N UP TO04-0"x 3-Y2"x 00 P toy 8 W'-0"" 5-0"x 3-Y2,,x 00 UP TO 10'-0" 4-0"x 3-Y2'x Yb NOTE:USE THIS TABLE IF HDR NOT NOTED ^_ �E L LA F=, F::)L ,4N D .. BATHROOM RECEPTACLE NOTE: a 14 -42 BATHROOM RECEPTABLE OUTLET TO BE LOCATED A5 PER NY5RC E3901.6 SCALE 1/4" = 11011Ld U 1 2 ,a 2 4 _ Q NOTE: . .` Z �° INSULATE ALL PLUMBING 5UPPLY LINES 'Q U PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE A5 - PER NY5RC. 18'-0" @@@Nyd N C • V ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIREDD D E BY STATE AND LOCAL GODE5, ELECTRICAL CONTRACTOR TO 30z 30z z VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ROUGH-IN. •ti REC. ROOM 8 i Project Title: 000 NOTE: " 1900 BAILIE BEACH 5MOKE AND CO ALARMS TO BE HARD- WIRED AND �sD INTERCONNECTED, AS PER 2020 NYSRC 8313 a 8314. (0'-8" HEAD HT 0'-01/2" SILL HT • 51/-1111/4n X 61/--1 11/2u Drawing Title: NOTE: INSULATE ALL WALL5 AND CEILINGS AT GARAGE. CELLAR PLAN N NOTE: ALL DIMENSION $ WINDOW OPENING TO BE VEi;Z--IED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD Project N: Scale: 1000-99-03-13 As Noted Date: Sheet N: NOTE, January 04, 2022 5 of 21 WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS o• s , °• 5heet: LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE A — I O O < O O OR SURFACE BELOW, A GUARD RAIL MU5T BE PROVIDED A5 PER 2020 NY5RC 8312.2 NOTE: INTERMEDIATE RAILINGS SPALL RESTRICT PASSAGE OF A 4" SPHERE d TRIANGULAR OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD TO RESIST PASSAGE C 6" SPHERE NOTE: > ° PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL rn AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC0 SIZES AND NAILING REFER TO DATA SHEET E Q" I V) � I v Q NOTE: I o o a 0 GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT Q bk DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 0 E rn IF -. . o NOTE: CO a INTERIOR FANS AT ALL BATHS, PROVIDE 100 CBALCONY� �Q a a ti° co EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR ti'' C; � � ABOVE ( 1' �/ . + ° NOTE: G�mti � ��d �, o-� \\ Z CO �. ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. ���m�y\ � ti�G��P�°J UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF PG?m��°;���°�°���o .� w°e� Gw�� �c� o MIN.Y" GYPSUM WALL BOARD AND INSTALL LATERAL �,e�. �����,.� °��� BLOCKING PER 2020 NY51RC SECTIONS 8.602 R302.11 Pyaw'�oj �ti ti ti„ +��� 0 (y ° ° ��\ti +28;.50 +� P,� e�ee�°�oo���`w NOTE: e?e¢ �Sp ° Q - Q H GO o�o�c�otic + F11GUARDS TO BE MINIMUM 361. TALL AND COMPLY WITH 2020 // �sD �gD 4+ NYSRC R-312.1. HANDRAILS HALL BE 34-38" ABOVE NOSING / TE ERE° '6 MASTER 8, FAMILY ROOM 20''0 - --- �LAss C / / BEDROOM � � OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 6., III / / _-___ a,, jo +' a / 1 //%/ r 1 / \\ o • • / OO NOTE: /// KITCHEN ( 1 _ • O r o SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLSs, I I u - AND CEILINGS. ATH 00 O ///// I I i �_� i MAT <qF � O � `'--' U)cc ` foe • 0 v o +' NOTE: \ /// 4'-0" 10'-0" I ; ; 3 , U ccS ALL HABITABLE ROOMS TO COMPLY WITH R303 / r------ --_4-I ------------- 0 I AT ROOM e I - +6 �� o CO U) o I I , HI SEATING , ---- � CO SEE LIGHT AND VENT CALCEi FOR THE ROOMS /// — _ ---__- I l0 I 4 � NOTE: BREAKFAST NI m SD a° OTE: � NOOK I I � IL I D.W. I L_ I I - � // � o � °; ti 112 / 5'-6 - ALL NEW INTERIOR RNID EXTERIOR STAIRWi4Y �',m 0 L_ ____�--�_- _�-____ I v? / 10 o U) STAIRWAY ILLUMINATION TO NAVE CEILING AND/OR WALL MOUNTED FIXTURES W/ 3-WAY BUILT IN SEATING � ( � � cl � CD o SWITCHES AT TOP AND BOTTOM OF STAIRS , , SSD ul +� o AS PER 2020 NYSRC :SECTION R-3m3.�, R-3(Z�3.8 � � I z � r---- -----------� 0 23'-II— D — I + _T � a) ^ - - VENT EXHAUST POO 4 12 j " 16'- " J� 1.4 o TP DIRECT TO EXTERIOR 1 + x MASTER ® U NOTE: PANTRY 4CLOSET Q) Q) CYTONS : M- - ---- -------------- SHOWER DOOR TO BE �Ir 106 Q Z MANUFACT.COMPLIANCE WP2020 NYSRC SECTION R308 --------------ERED GLA56, VERIFY W1IIi I� 1 REF. FZR. 4 I'1- 91J f'" ,, '- - � I I 1 1 PROVIDE 100 CFM 'q EXHAUST RISERS IS RISERS I EXHAUST FAN VENT 133" m 1.33" Sign 4 5eal: B = ® SD UJ/ RIGID DUCT TO „ COUNTERTOP RECEPTACLE NOTE: -------- -COAT( ® EXTERIOR10 TREAD 10" TREAD ILL----A-301 - ( ------------- IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS �S _' CLOSET ......°-"--- u� A m, RED ----AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR N 12' m" -- ----- ----- �sD 'C� qRc ---------- COUNTERTOP SPACES SHALT_ BE INSTALLED IN ACCORDANCE FOYER ___ ___ R.-1 w FY W/ NYSRC E3901.4.1 THRU E3201A.5 e,, �� I 101 _-- rLl� 'D CL g 'Py + + ---------- o ` W r ----------------------- 96 � I • O I 4' �ii 4-�ii � m04-T z EXT. OPENING 4 WINDOW HDR SCHEDULE —!' `r I +� �� 102 ------ vi j' N O w z LAUNDRY STUDY `L ---------- a z z m 7 p = _ I � 0 (Y _ lfd5 DIRECT VENT �o- --- __-------_ Q Q , It is a viola a ran a so actin 1 -----L z"' 6Q p IO - DRYER TO yyp 9 HEADER SIZE — 11`G Q @ O R- W 14- � under the it Qckh�s� c o alter G R P 3,"x S-Y2"L.YL - -------- m W +NEXTERIOR 'LICsN7 t VENT MlN. ______ w..Q an Item In y . Bary a ar��'t�je al of an UP TO 4'-0" 3/2"x II-Y8'L.VL OR 5Y"x(3y"L.YL ROOM AREA 168 SaFT. J 4 architect Is altere 1' alt L'h shall affix to UP TO b'-0" 5 Y"x 11-Ye"L.VL LIGPT: 13.44 512 PROVIDED �l -------- - Q Q his Item the seal and t a tered by/'followed VENT: 6.12 MIN. 51.2 PROVIDED O Z a Q Z ------ by his signature and the date of such alteration,and a 0 R?MTHIS TAELE IF HDR NOT NOTED N Q i i a p L@ specific description of the alteration. z2LUu► �� i�� C �'-) 0 : z q e SINK WASHER DRYER 14'-m" 1`3 15'-0" ��� �� - -' W 15 -0 O 8'-oil 6i_rni LINTEL SCHEDULE: (EXCEPT WHERE NOTED) ' EGRESS EGRESS EGRESS CUBBIES N CLEAR SPAN STEEL ANGLE SIZE_ ( `' �" UPtO 0 3Vx3Y2"x�"__ UP TO T-0" 4-0"x 3-Y2"x SC� T N UP To V-0" El-10"x 3-Y2"x% FIR I ..._I ' 103 S cv N UP TO 10'-0" 4 0"x 3 2"x%g _ MUDROOM 3559 CD NOTE:USE THIS TABLE IF HDR NOT NOTED @ \\�� r iii 8'-0 HEAD HT , V-1" SILL HT (0 � V-11" x 4'-IP FLOO� fLAN BATHROOM RECEPTACLE NOTE: 10 v BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER I� „ _ ab '� ,��+� 1m _4i„ 3559 5'-0 HEAD H7 ALE 0'-I" SILL HT W U NYSRC E3901.6 C -� 1 2 � O 2 0 1 2 4 L3/4" HOUR RATED J V-11" x 4'-II" U j NOTE: INSULATE ALL PLUMBING SUPPLY LINES 8'-0" HEAD HT U 3'-1" SILL HT z x 4'-11" PROVIDE ELECTRICAL OUTLETS TPROUGH-OUT RESIDENCE AS 5329 U PER NYSRC. 'i ii ii i 8'-0" HEAD HT ^ 'Q " 5'-'1" SILL HT u N II " II 1 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING I. I I x 2'-5" < d u u W/ ALL STATE RECEPTACLES IF REQUIRED II �� �� 4113I BY STATE AND LOCAL CODES ELECTRICAL CONTRACTOR TO D ii ii ii D 8'-0" HEAD HT VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO 3�2 A-302 V-11" SILL HT Z ROUGH-IN, h II u u 3'-II" x 6'-I" € II II II I O " 1 GARAGE O 10896 n u 104 8'-0" HEAD HT O II II II I - ' ii ii ii O 0'-0'/2" SILL HT Project Title: tt! itu 5 u TYPE a GYP. BOARD 9'-0" x l'-II lie" x ii ii i!FROVILUE /8 X N NOTE: E _ ii ii ii i SMOKE AND CO ALARMS TO BE PARD- WIRED AND WALLS d CEILINGeI. II II I � 3513 1900 BAILIE BEACH INTERCONNECTED, AS PER 2020 NYSRC R313 4 8314. � ;; ;; ;; IN�ULATE WALLS WITH R-19 8 8'-0" HEAD HT i n u n CEIkING WITH R-38 INSULATION I'-II" SILL HT u u u x 6'-I" II u u I u n u NOTE: I-{ (2) 3513 Drawing Title: INSULATE ALL WALLS AND CEILINGS AT GARAGE. l GARAGE SLAB V-0" HEAD HT ii 4'IIPOUR�D CONCRETE SLAB (3,500 F-51) 1'-II" SILL NT FIRST FLOOR PLAN REINFORCED W/ 6x(o 10�0 W.W.M. 5'-10" x 6'-I" NOTE: ii ii OVEf� MILT POLYETHLEENE VAPOR BARRIER II II II I 18996 ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ 0 WINDOW SCHEDULE AND VERIFIED IN FIELD K/'/aJ1'-0" HEAP HT ---J------ ---- II � _01,2ii SILL HT ------------------------ 15'-81/a" x l'-11 1/2n Project#: Style: 20'-0n 1000-99-03-13 As Noted NOTE: 5313 Date: 5heet WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS 81'0" HEAD DSILL HT T January 04, 2022 s of 21 LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR 4'-5" x 6'-I" Sheet: AND GREATER THAN 12 INCHE'S ABOVE THE FINISHED GRADE OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS 0 ® n a� 959 A - 101 . 00 PER 2020 NYSRC R312.2 '--" HEAD HT --" SILL HT - -- -- 1 II X _I 11 7 77 NOTE: INTERMEDIATE RAILINGS D SMALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR OPENING FORMED 13Y RISER TREAD RAILING NOTE: RAILING NOTE: BOT. RAIL OF GUARD TO RESIST PASSAGE OF HANDRAILS t GUARDS TO BE HANDRAILS t GUARDS TO BE w MINIMUM36" ABOVE NOSING OF TREADS MINIMUM36" ABOVE NOSING OF TREADS 6" SPHEREINTERMEDIATE RAILS SHAL RESTRICT ,6,-II„ INTERMEDIATE RAILS SHAL RESTRICT RAILING NOTE: PASSAGE OF 4" SPHERE ( AS PER 2 PASSAGE OF 4" SPHERE ( AS PER HANDRAILS t GUARDS TO BE 2020 NYSRC SECTION: R-311.,.8 2020 NYSRC SECTION: R-311.18 y MINIMUM36" ABOVE NOSING OF TREADS INTERMEDIATE RAILS SHAL RESTRICT +o FIA55AGE OF 4" > NOTE: O 2020 NYSRC SECT ONRR-311A�8 ER 0 PROVIDE 'SIMPSON" CONNECTIONS OR APPR'VD EQUAL AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AND NAILING REFER TO DATA SHEET Q ` BALCONY BALCONY \ ��Qf �oQ° o o NOTE: GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUTlie ��� . ��m e� DWELLING UNIT AS SPECIFIED IN NYSRC E3eO2. Q �' ?4 �'� s �` G�m� NOTE: ,m Q o CO INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM ��o �� � EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR MASTER o LO � Ecco �— 204 0 C) MASTER Q OO ® Q I © R ® OO ® �gD z° co NOTE: 210 ALL NEW INTERIOR EXTERIOR WALLS TO BE 2x6 CONST. CRESS EC•sREss E s ____ - T' G s EGREss EGRE s '6 PROVIDE FINISH LAYER OF �' LIGHT t VENT MIN. I LIGHT t VENT MIN. UNLESS NOTED OTHERWISE. P�: 8, �I ROOM AREA = 181.64 5Q-FT. II i ROOM AREA = 181.64 SOFT. j MIN./2" GYPSUM WALL BOARD AND INSTALL LATERAL LIGHT: 31.59 MIN. 0. PROVIDED • o I e • LIGHT: 31.59 MIN. 0. PROVIDED i � VENT: ,.26 MIN. 00.00 PROVIDED e e I VENT: ,.26 MIN. 00.00 PROVIDED I U i it O PROVIDE I(DN CFM I PROVIDE INN GFM � I I U BLOCKING PER 2020 NYSRC SECTIONS R.602 6 8302.11 ' EXHAUST FAN VENT , EXHAUST FAN VENT I 1 �� r `_FULLBEff 545.15T-)TWN BED 38"x,5 I AT O W/ RIGID DUCT TO W/ RIGID DUCT TO - �ULL BED 54"x,5"_� r--ii g, \ EXT j RIOR EXTERIOR TH 00 TWIN BED 38" \ x15" i ,- - N i 208 i 206 \, N - U NOTE: o CLOSET - I ' ® I '_6" - CLOSET Q G GUARDS TO BE MINIMUM 36'' TALL AND COMPLY WITH 2020 - o NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING - K� - - N COMPLY WITH '2020 NYSRC R-311.8.3 DUNK TEMPERED Z ADULT Z TEMPERED j �' 209 GLASS �' REG. ROOM GLASS e., OF TREADS AND PL \ �_ I D � o X -- ------- TUB -II 20l i� TUB t---------------r�--- X O =31 D KIDS \\ 12'-6" mi �SD co BUNK /,'' O y) O NOTE, 1205 C�5 Q o SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS •°® rr_� ,;�uLL BED 54"x,5� --- I -- --- �SD -------.,--T-,, -___- - (FULL BED 54 x,5 r-�1 j ®\•j° AND CEILINGS. \' % TWIN BED 36"x75" - ------- I IN BED 38"x,5"�7 /, ((� O U + U c� U NOTE: •\.' -- I -- U U ALL HABITABLE ROOMS TO COMPLY WITH 8303 3 m ' , � I I 47 � 211 ° - - - + 5 -0 5 -0 + L+ SEE LIGHT AND VENT CALLS FOR THE ROOMS L J I -- I I I � �� t "� \ I 1� �1 '� \�� --- A H O �myQ� N > � U] a --- +8, " i -- ---- I -_- T�� 203 ti�`' CLASSDOORS Ul NOTE: �< q4i�yP = STAIR TREAD AND RISERS TO S d o U —1N CONFORM TO 2020 NYSRC R311.15 U o ALL NEW INTERIOR AND EXTERIOR 5TA9RWAY RAILING NOTE: Z o ua ��,, � HANDRAILS t GUARDS TO BE �SD w STAIRUJAY ILLUMINATION TO HAVE CEILING +e, `� INEIMRMEDIATEBRAAIiLSSNIALRESTRICT NG OF DS c0 C� � U U AND/OR WALL MOUNTED f=IXTURES W1 3-WAY Q ~ 5 -D 5'-OI' �SD PASSAGE OF 4" SPHERE C AS PER 4 -11 ~ O M U 2020 NYSRG SECTION: R-311.,.8 - SWITCHES AT TOP AND BOTTOM OF STAIRS 18 RISERS Iro RISERS 6 ,.33" m -1,5011 Q U U AS PER 2020 NYSRC SECTION R-3,03.-(, R-3,03.8 PROVIpE lm rl ��_�- �uLt-BEo s4"x,5' LO EXHAUST F R _ = �\ 10"TREAD 10" TREAD ERO USTFANO VENT I o 1 N BED 38"x,5" 47 ttl q) DN UP W/ RIGID DU T3� I ti+ 8, Q m i� _ _� � �+ ----- ----- ---- ---- g UJ/ RIC3ID UGT TO I A 301 ® U EXTERIOR q� A 00 Q - ___-- ___-- 1� EXTERiO I I I U U 201 v I� NEN --- - I .---I Q Z 4 (z --- NOTE: I ^KV --- --- ---- ----- - _ SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ �, PROVIDE ION CFM = 1 1 1 �' O 1 EXHAUST FAN VENT , MANUFACT. COMPLIANCE W/ 202s� NYSRC SECTION 8308 12'-I'2" 1 W/ RIGID DUCT TO ____------- --- - - ----- - J U • 1" EXTERIOR - ---- — — — - ---� '--------- -J N e - 2 ------ u ' 1 n -� _I I 5ign f Seal: BEDROOM =ic, 12'-0 g'_62 ----------- ------- -- -- - - - _'rI COUNTERTOP RECEPTACLE NOTE: �sD --- j = _A5 E ---------- -------- - --- IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS -- ----------- ---------- E A r-----�-FUL-L BED�4"x�5"I AND SIMILAR AREAS RECEPTACLE OUTLETS FOR r \ Q ' O Q ----------- -- _-- ------------ TW R, IN BED 38"x,5" �- O COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE 1 '-m° I lU W/ NYSRC E3901.4.1 THRU E3901.45 _ ( LIGHT t VENT IN. Q u I I -(p _J .� ROOM AREA 159.69 SQ.FT. LIGHT: 12.11 MIN. 6 PROv DI D 1 VENT: 6.38 MIN. 67.11 PROVIDED I IJ ' � # EXT. OPENING 4 WINDOW HDR SCHEDULE 1 Jl I I ' I (Q It le a viola olf7 aa,1pers ,acting -=-a -ECsRESS-- __f REss ECS ESS I I y 111 I- I under the ill o� ��1��� ctir� i;o alter HEADER SIZE I 3 y2"x 12412"L.VL K K K I -A I Q an item m any e _ �he al of an -1 1 , architect Is altere ali�{-�g�c _t shall affix to Q Q O SO 1 ( R I his Item the seal and t altered bV'followed UP TO 4'-0" 34?x II-Ye"L.VL OR 54/4"x S-V L.VL ( I by his signature and the date of such alteration,and a UP TO b'-0" 5-Y4"x 11-Ye"L.VL -II ( I specific description of the alteration. J I i �i 9'-2 1 I b0TV O1'4I6 TAE LE IF HDR NOT NOTED I I Ali , I LINTEL SCHEDULE: (EXCEPT WHERE NOTED) e C ON E�) F L O OF,:' f L AN CLEAR SPAN STEEL ANGLE SIZE - a I ------J I L Iii E��00R ��PED UPTO -0" 3�„x3Y2"x%" SCALE 1/4" = l -011 L_ P TO,'-0„ 4-0"x 3-�"x 0/ r -„ UP O 8'-0n - u 5 2 K/ I 2 4 I —————— 1 ------ ------- 5 0 x 3-Y2,, x ,� ----- ---------------- -----4 OD UP TO 10'-0" 4-0"x 3-Y2"x%8 I �L— __ —_ NOTE:USE THIF IS TABLE HDR NOT NOTED Z ILI LO BATHROOM RECEPTACLE NOTE: BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER x Lr�-1 � NYSRC E3901.6 r-------- o oI Q J NOTE. INSULATE ALL PLUMBING SUPPLY LINES D !302 A-3 2 Ii I A ( _ F '-V FINISH PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESI DENGEAS E 0 35,1 PER NYSRC. UNGOND't�I,ON>=D ATTIC ,'-N" HEAD HT 'Q x l'-5" cr=]LING 1'-1" SILL HT Q 00 `t x�I 2'-I1" x ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIRED ry N m Q 4,4, BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO x , (A F 3' HEAD SILL HT E �X I 3'-I" T z VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ROUGH-IN. I 3'-II" x 3'-II" II I 5 3559 ,'-0" HEAD HT V-1" SILL HT Project Title: x NOTE: L_L------ SMOKE AND CO ALARMS TO BE: HARD- WIRED AND QI 0 5329 900 BAILIE BEACH -,a HEAD HT INTERCONNECTED, AS PER 2020 NYSRC 8313 4 8314. 4 I 4'-7 SILL HT r 4'-5" x 2'-5" 1L E NOTE: ,'-m" HEAD Drawn Title: INSULATE ALL WALLS AND CEILINGS AT GARAGE. --- j 1 4,65 5 z� �------ AD HT SECOND FLOOR J 1'-7 SILL HT - - - _-- --_ - - - \ 3'-„" X5'-5" PLAN NOTE: HE Imaes ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ 0 ,'-N” HEAD NT V-2 WINDOW SCHEDULE AND VERIFIED IN FIELD " SILL HT 9'-0" X 6'-91/y" Probed M: Scale: 1000-99-03-13 As Noted \l 3565 Date: 5heet M: NOTE: ,'-0" HEAD HT November 26, 2021 7 of 21 WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS 1'-1" SILL HT 2'-II" x 5'-5" sheet: LOCATED LESS THAN 24 INGHE:i ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRAD /� OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS 3541 / ,'-0" HEAD HT ���lll I .��� V-," SILL HT PER 2020 NYSRC 8312.2 2'-11" x 3'-5" NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD TO RE515T PASSAGE OF V' SPHERE NOTE: PROVIDE "51MP50N11 CONNECTIONS OR APPR'VD EQUAL AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AND NAILING REFER TO DATA SHEET / ` \ f2)0 w \ / 0 NOTE: / \ / \ BALCONY BELOW / \ / \ ° "" p GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT / `\ // \ / ` / \ 0 r0 DWELLING UNIT AS SPECIFIED IN NY5RG E3902. / \ / \ / r, NOTE: INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFMI \ , \ / \ - ,- EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR \ / / 14 Lo r Z —, C\2 co NOTE: - - - - - ALL NEW INTERIOR EXTERIOR WALLS TO BE 2x6 CON5T. UNLE55 NOTED OTHERWISE, PROVIDE FINISH LAYER OF \ MIN.Y" GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NY5RG SECTIONS 8.602 @ R302.11 \ / NOTE: \ \® U� ,� Cj GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 \ / I 1 S D`� . k0V1 / NY51RC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING / 1(� \\ -4 G o OF TREADS AND COMPLY WITH 2020 NYSRC R-31 .8.3 � � - - - - - - - - - / ?�o o LINE OF 5'-O" CEILING — — — — — — �b"' LINE OF 5'-0" CEILING C) \ �� r. / Q NOTE: _ I _ _ _ _ _ _ _ _ _ o +' SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS - - -- - - - - - - -- - \ �� � LINE OF T-O CEILING �,� LINE OF T-O CEILING AND CEILINGS. I / \ ® ® / \ I Io u co NOTE: / / I .IN -1N U ALL HABITABLE ROOMS TO C01PLY WITH 8303 S LIGHT AND VENT CALCS FOR THE ROOMS I / // / 45'-I��n r \\ \\ \. I lmm� � > � Y)EE \\�JNFINISN 1 \ \ �., I ® UNCO ITIO ATTIC ml� ® I \ I o 0 -� NOTE.: / \— LINE OF T -O" CEILING 1 7'- "�� I INC 6' I LINE OF T -O" CEILING �� \ U O Y) ALL NEW INTERIOR AND EEXTERIOR STAIRWAY I ,' // \ I -' 2 O m 1 % \\ '�� z U o E STAIRUJAI' ILLUMINATION 'TO HAVE CEILING ,� // U Q AND/OR WALL MOUNTED FIXTURES UJ/ 3-WAY o '� SUJITCHES AT TOP AND EOTTOM OF 5TAIR5 ' — — — - - — — — — — — I \ LINE OF 5'-O" CEILIN / t — — — — — � U ^ 0 A5 PER 2020 NYSRC SECTION R-303.1, R-303.8 �� \ I I / i �r I \\ O ' � I \ I I / I 16 RISERS I 1 t ® U •'-' \ Y)FRONT DORMER WINOW!544 10" TREAD II I � � N NOTE: I I _ ---- IDN__ SHOWER DOOR TO BE TEMPERS=D GLASS, VERIFY W/ 1 �\ I I / I MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION 8308 I I u \ Ib L- - -- -- - --- -- 1 _ ------ II I SignSeal: COUNTERTOP RECEPTACLE NOTE: I I \ / ---11)0 IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS I \� — — — — — — — — _ — — — — — — — — — — — — — — // --- I I j t '(EREDgR+ AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR _______ __ ---------- 1 z f /`I I l N5 C COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE I III R''�O W/ NYSRC E3901.4.1 THRU E39014.5 ( I III J ., �G Vr sit= Z I I 1 . ; . (P EXT. OPENING $ WINDOW HDA: SCHEDULE 1 III It Is a violaorrb e I �' r�on, n�s cting under the di c ar alter HEADER SIZE — L —�— _J J III I an Item In any y � �^ of an architect Is alter it c 11 affix to C R P 3-,Y x 9-Y?L.V.L O O his Item the seal an no br e bb'followed UP TO 4'-0" 34/2"x II-Y"L.VL OR 5-Ya"x 9 Y2"LVL by his signature and the da e o sucb�lteration,and a UP TO 6'-0" 5 y"x II-Ya"L V.L specific description of the alteration. WITO 85VHI5 TAE LE IF MDR NOT NOTED LINTEL SCHEDULE: (EXCEPT WHERE NOTED) 4 T T I C f=L ,4N N CLEAR SPAN STEEL ANGLE 51ZE UPT04-0 3y"x3-Yz"x%" SCALE 1/4" UP TO 7'-0" r=111111111111111111111177 ;< c\1 4-0"x 3-Y"x5/ ii uP To a-0" 5-0"x 3-V x% 2 ® 1 2 4OD UP TO 10'-0" 4-0"x 3-V x%a I rn N NOTE:U5E THI5 TABLE IF HDR NOT NOTED v J I z � BATHROOM RECEPTACLE NOTE: BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER ( W " O NY5RCE3901.6 I- - - - - - - - - - - -I Q d NOTE: INSULATE ALL PLUMBING SUPPLY LINES I Q 0 PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS N PER NYSRC. I I I Q ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIRE[) I E BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO Z VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ROUGH-IN. Project Title: NOTE: L - - - - - - - - - - J 900 BAILIE BEACH SMOKE AND CO ALARMS TO BE HARD- WIRED AND 1 INTERCONNECTED, AS PER 2020 NYSRC 8313 4 8314. NOTE: I Drawing Title: INSULATE ALL WALL5 AND CEILINGS AT GARAGE. - - - - - - ATTIC PLAN NOTE: ALL 1)IMEN51ON 4 WINDOW OPENING TO BE VERFIED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD Probed#: Scale: 1000-99-03-13 As Noted Date: Sheet N: NOTE: November 26, 2021 8 of 21 WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Sheet: LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS — o PER 2020 NYSRC 8312.2 NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 0 TRIANGULAR OPENING FORMED BY R15ER TREAD ¢ BOT. RAIL OF GUARD TO RESIST PA55AGE OF 4- (Oil SPHERE _ \l NOTE: PROVIDE "51MP50N" CONNECTIONS OR APPR'VD EQUAL — — , , AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC \ /; SIZES AND NAILING REFER TO DATA SHEET — / \`\\ o x / - 42) _..,. BALCONY �/ _-... �; o NOTE: X� BELOW GFCI RECEPTACLES SHALL BE PIROVIDED THROUGHOUT DWELLING UNIT A5 5PECIFIED IN NY5RC E3902. , 0 CID NOTE: INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM O \ m � L EXHAUST FAN PENT W/ RIGID DUCT TO EXTERIOR •� ;i 1 ,� ,\ � •�`:`/ ,/� . ,:' �i o 0 0 ! I \ \ \ \` \ \ /' 0 \ ' c\i 1C01 I ii , x — — —NOTE I ' ALL NEW INTERIOR EXTERIOR WALLS TO BE 2x6 CONST. UNLE55 NOTED OTHERWISE. PROVIDE FINISH LAYER OF _ MIN.YZ GYPSUM WALLBOARD < N INSTALLLATERAL .. _. 1 U BLOCKING PER 2020 NY5RC, 5ECTION5 R.602 8302.11 :. i/ \� ................ r i \ NOTE it \ . �••, \ �-,,� � •� ' ,�� 6 TALL AN COMPLY WITH 2020 .• � ...... ... .. .. _ . _.. _....... . .. _....._... ... ........... ................. .. /' •� ,- /. ' GUARDS TO BE MINIMUM 3 L1 D \ j/ f \. ctS NY5RC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING -_._ „ ... .-. .. OF TREADS AND COMPLY WITH 2020 NY51RC R-3118.3 o O " o 1 ! NOTE: ; ; Q o \ ....... � \ „ SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS l : ....... .... O AND CEILINGS. I ( " `� ....... , •rl , 1 X1, i NOTE: _..-. °� I I I c� � ,, I ALL HABITABLE ROOM5 TO COMPLY WITH R303 __.. f .� E I ; ccS O . THE OOMS I , a� V) SEE LIGHT AND VENT CALLS F � E R � ; ! : � ,5 . 7Z— Q) �, .......... ............ . .. ................ . . . ........ oNOTE .................. ....................... ....... ..... ..... .... } Q) c� ALL NEW INTERIOR AND EXTERIOR STAIRWAY E _ a STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL MOUNTED FIXTURES W/ 3-WAY - o -d ,.n — SWITCHES AT TOP AND BOTTOM OF STA125 .......... I I : Ra a� AS PER 2020 NY5RC SECTION R-303.1, R-303.8 �L .. E \ / U , , i , NOTE. , � 3 I . I SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ : , I E :, �= MANUFACT. COMPLIANCE W1 2020 NY5RC SECTION R308 L — L —L \ in : i \ 5 4 Seal: .COUNTERTOP RECEPTACLE NOTE: .. .... ,.. _ , _ — — ! I I 1 5 INING OOMS ED IN KITCHEN ANTI 5 AKFAST ROOM D R / \ \ \ \ / \ \ y " i E P R E , BRE — \ t SER qR : . — — — — — i AND 51MILAR AREAS RECEPTACLE OUTLETS FOR �/ rt G P I ' ! -9 901.4.tW/ NYS G E301.4.1 TH U E3 ANCOUNTERTOP 5PACE5 SHALL BE INSTALLED IN ACCORD r A i JI c f i 1 d �t G I I! > Ih I 1 I C� a� , . z l l i ! E I E^ ii '\ It i i I S a v o atl t la f n I WINDOW H ,BCH U 'rsX1 incI XT. OPENING ED LE D D R i I' i I - under he dde t1 r t a alter i� d i l', I _ I I j n item n n 'i a to l a w a f ,FL an HEADER SIZE � f '� Y I „ „ architect Es alterete tec all affix to -TUR,SPAN 1; 3 x 9 L.vL x i' Ys �4 I , I „ �� „ his item the seal and t ed b)/'followed UP TO 4'-0 34/2"XII-Ya"L.VL OR 5 Ya X 9 L.V1 I ? by his signature and the date Of 5uch4teration,and a UP TO 6'-0" 5 y"XII-Y"L.V1 \ I i I• ;\ 5pecfBc description of the alteration, 010 851M15 TAELE IF HDR NOT NOTED INT DULE: (EXCEPT WHERE NOTED) FROOF �L A k LINTEL 5CN E CLEAR SPAN STEEL ANGLE SIZE SCALE 1/411 1 _ -0 n UP TO 4'-0" 3 y2°x 3 y"x UP TO T-O, 4-0"x 3 Y"x I ,--iI N P Oa 0° „ 5 2 O 1 2 4 I. r �I 5-0 x 3 xl' 00 UP TO 10'-0" 40"x3Y�"x% PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS NOTE:USE THIS TABLE IF HDR NOT NOTED VENTING 'a ALL FL45HING AT ALL VALLEYS ICE 4 WATER SHIELDS I to RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES \ BATHROOM RECEPTACLE NOTE: ICE AN i! \ WATERD HIELD I i' I;' I v! 0 BATHROOM RECEPTABLE OUTLET TO BE LOCATED A5 PER / ': I l W U NY5RC E31301.6I;; I r1 .J NOTE: W INSULATE ALL PLUMBING SUPPLY LINES I l IE , PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS I \ PER NY5RC. Q ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING 2 W/ ALL STATE RECEPTACLES IF REQUIRED BY STATE AND LOCAL CODES ELECTRICAL CONTRACTOR TO I VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO I I I ROUGH-IN. is : Project P Title: : ' ro NOTE: _ - - - - ( I ' 1900 BAILIE BEACH SMOKE AND CO ALARM5 TO BE HARD- WIRED AND \ INTERCONNECTED, AS PER 2020 NY5RC 8313 $ 8314. E I NOTE: I I( Drawing Title: E ;•:r i INSULATE ALL WALLS AND CEILIN.'x5 AT GARAGE. .�I ROOF PLAN e NOTE., ` ALL DIMEN51ON k WINDOW OPENING TO BE VERFIED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD Project k: Scale: 1000-99-03-13 As Noted Date: 5heet 8: NOTE: November 26, 2021 9 or 21 WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Sheet: LOCATED LESS THAN 24 INGHE5 ,4BOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES 45OVE THE FINISHED GRADE OR SURFACE BELOW, A GUARD RAIL MU5T BE PROVIDED A5 PER 2020 NY5RC 8312.2 T.O. RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � EL. = 61.31- - - - - - - - - - - 12 12 14 cnit14 STANDING EAM ETA ROOF / MEAN ROOF _ � EL. = 54.99' 12 .I 12 0 1 10 0 rn� r I RGNITECTURAL SPI-•IA T S q �., >~ m ARGI-II EGTURAL ASPNA - - - °�3 o ROOF SNINGL S 1- - ROOF SI-IINGL S ROOF AVE RCI{ITE TUBAL SP ALT ARCI II EG U ALA PN L a 'D EL. = 48.rol' ROOF SqINGLES 30,41 RD e BA TEN ROOF SHINGLES N °° VERTICAL SIDING - 7 :� Ty B.O. CEILING- - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 w w� e EL. = 49.00' I AZEK PANEL NARDI BOARD LAP - _ SIDING 6" EXPOSURE O^ _-_. .- LL 11 JIL STAN INC 5EAM ETA ROOF 7� SECOND FLOOR - - - - - -- _ - - - - - - - - - - - - - - - ---- --- 1 - - ---- - - - - - - E30,44[) 4115,44EN EL. = 40.00' - AZEK PANEL _ - ER VTICAL SIDING - - - - - - - - - - - 61 - I O m Q - 1 NARDI BOARD LAP tL 0 NARDI BOARD LAP l� --- _ ..."� _ - _- - U) 0 4, SIDING Com" EXPOSURE SIDING (o" EXPOSURE - LLJ r------------- 0 4--)i _� --�� - �TI�-IN STONE-YE�ER — C -J Tali�i STONE VEN R--I +' - _ - _1 -HARD I BOARD LAP (tS U r � SIDING �" EXPOSURE_ +' FIRST FLOOR =ONEV - - -�' EL. = 29.00 - - - - EE- I -1 = O - - - _ v� - - --_- --- ---- ---- --- - --------- SIDING ro" EXPOSURE --- �_ Ci i V 7L — - - - - - -- - POO TERRACE EL = 24.00' -- --- - - -- - ® Q, L .'...i k _ _ -0N -- — — EX15TINNATUR,4L GiR,4DE 0 EL. 20.9 ' „... . .. M ,. . . . m W _ . , a . a s » TX ro u µ .,. ,,.. ., � z 4— � G->: F fRON T ELEvATION SCALE 114 = 1'-0'1 Si,3nlSea: - - - - RED gRcy P •A - T.O. RIDGE - - - - - - - - - - - - - g EL. = 61.31' J t�wi` ey Z Ur - > - 121 12 It Is a viol * w for an pers (�+I acting 1— 1 under the di c I� ,to alter 10 10 an Item in any f �eQ�ese -,al of an _ z` �_ �1 ��g architect is altere with& �d' pt shall affix to 1 7 _ his Item the seal and��ered b�'followed I F I by his signature and the date of such alteration,and a -T_1 - specific description of the alteration. 1 1 -- _/ 12 - l - ? 1 12 10 ,r N 00 B.o. CEILING v! Q - - - - - - - - - - - - 6EL. = 49.00' - - - - - - - - Z •- - lA W O LL[lu — — - - — - - - - - — — s FLOOR — - - - - - - a --SECOND - - - -r - -1 1w EL. = 40.00' x d T.O. ATTIC SUBFLOOR - - -- - Z - F-1 i Project Title: r1=� ---- — 1900 BAILIE BEACH FIRST FLOOR Drawing Title: - - -- --- - - - - - - --- -__ - ---- _-_- -- - - - - - - -� - - - - - - - - - - - - 4- EL. = 29.00' - - - - - - - - - - - - - - - - - --- - -- -- - - ----- -� -- - BUILDING I t - - - - - - - - - - - - - - - ELEVATIONS _ - -- - - - - - Probed#: $tale: - - - 1000-90-03-13 As Noted _ ---- Date: Sheet#: -- - -- -- / November 26, 2021 10 of 21 --- e I` [D �l ,C L T I` C)N Sheet: SCALE 1/4" = V-01' A — 2 01 . -77 T.O. RIDGE - - - - - - - - - - - - - - - - - - - � EL. - G a� �i Q � o 1- o O q o InnS B.O_. CEILING _ - - - _ - - - - - - - - - - - - - - - - - o Q �J EL. 49.00' o u w 'It CO ro Q � P fl ® (6) Q \�� o to � - - - --- C C C\2 C J LGt RAIL GLASS RAIL GLASS RAIL GLASS RAI -- U ---- SECOND FLOOR 40.00' _ - --- - 1L J J-- 4-) r �— O _ I Y) I Ll U L Q) V) ci� -1--, A111 Co --rk FIRST FLOOR _ - _ - - - - e EL. = 29.00 - - - - - - — - - -- - _ ---- --- r - O 'C� Q LEVA/MON SCALE1/4" = V-011 Sign45eal: SCALE �/ f- FtE D qR T.O. RIDG_E - - - - - - - - - - - - - - - - - - - �� �� C RC1 EL. = 61.31' �' U► !�2 az 12 12 under the nay pe ro£�,to alter ss 9 1(I� - I a - �I an item man Qr�i e in t seal of an architect r5 alter t Ygct shall affix to hr5 item the seal and ion,'.�ltered b/followed _1 by his 5rgnature and the date of such alteration,and a -T specific de5criptron of the alteration. 12 12 10 ,/ 10 I 7= U 00 B.O. CEILING - - rn - - - - - - - - - - - - - - SEL. = 49.00' - - - ^ i vI o Q a - - - - -----� -- - w o _ -�---------- - ---- X X X - C -- - - -----0 -- ----- r LL== Lull 11LIJI ILL=== SECOND FLOOR - - — -s EL. 40.00' ZD C-- � - - - --__ - - T — 7 - - — - - - - - - - - - - - - - 1 E _._ _ I!_.. .. Project Title: �� _ _ �I - ,_ -- - - - ---- - -I - _ - - - _ =�� -= -- — r _ T._ i -�L_ �- --=t- -- _[ -- Drawg Title: FIRST FLOOR - - � � - �T—i� �I - -_= � - - - - - - - - f � �— --- BUILDING � EL. = 29.00 - � -- ,� _{-� - )u� - —�r�f _ -_ � Jl = - - -- � - --- — --- -- -- ELEVATIONS Project#: Scale: 1000-99-03-13 As Noted Date: 5heet#: `I ##�� \ , Jay I November 26, 2021 11 or 21 e I D L \ / / \ T I ON I\I Sheet: 4., ., ., .,. •, . . .,«.,» . .,� .. .. ,.. .m...., .., .. .. ».. ;�.,... ...�... .�...�, Po.�. ., , ... »,,....,... ��. �.»„».� .....»,. »»»�».» ..M... ..�... ».,.�. .». x �F 'G &CA L E 1/4" = P-m l' A - 202 . 00 T.O. RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EL. = 6131' U TYPICAL ROOF CONSTRUCTION: _ `_ \ -ARCHITECTURAL ASPHALT ROOF SHINGLES 12 �D 2"x8" G.T. \ R, -PROVIDE RIDGE VENTS 10� 16" O.G. \ IE 4 ? ti, \ ©Ca � -ALUMINUM FLASHING AT ALL ROOF _ \ `• VALLEYS, OPENINGS AND ROOF \\ PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM \ EAVES TO POINT MIN. 36" PAST 'rHE WARM 12 \\ SIDE OF WALL LINES 10� \\ -301b. BUILDER FELT _ -3/4" CDX PLYWOOD SHEATHING IF \ 0 ` -2"x12" ROOF RAFTERS 0 16" O.C. -R-38 BATT INSULATION v CEILING I 0 o U Q TYPICAL SOFFIT: UNCONDITIONED 0 s� -211 CONT. SOFFIT VENT ATTIC o " a -3/a" PLYWOOD SOFFIT BD. (WATEf2 PROOF) -2"X6" OUTRtGFGER'.'Nr 16" O.G — — — — — — t. Y X' " Z ,, ti' a r 4 — — _ _ - �_ 9 p r, u " iY a }f , u u'. �i _ - - - - - _ -I x8 FASCIA BD. (PAINTED) B.O. CEILING_ — �• x10 `G.�:;"� 16 .C?:C`' ; ;- ` xl2 G.J; ,i6 "0. :`:`" co ,b -ALUU7TE EL. = 49.00' F. M NIGH T — AND LEADERS (TYP.) U r TYPICAL WALL CONSTRUCTION: LAP SIDING SIDING /� �r cO � 30 LB. BLDG.FELT O \L! D C\2C\2 EXT. CDX PLYWOOD SHEATHIING _ mLO . 21' x 6" STUDS 'S 16" O.C. o o FIREBLOG<(NG AT MID POINT OF �I-T WALL HEIGHT 9 EVERY STUD - REG. ROOM HALLWAY --- z - . AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ GAUL< F2-0 - R-21 BATT INSULATION —f 5/6" GYPSUM BOARD FINISH ON WALLS I "TYVEK" HOUSE WRAP - - - 12 - - -_\I5z - Lj Ll 71 - U ° & COND FLOOR — — — — — — - — EL. = 40.00' 2x10 F.J. e 16 O.G. _--r. Ih/e" I JOIST F.J. 'd 16" O.C. 1 e" I JOIST F.J. a 16" - 4. ---- i - - I I � +' - --- s~ 0 �o 0 I I b II - �, 4-j61 GREAT ROOM ENTRY FOYER ( a I I 00 109 101 0 a) (2) 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD 4 4-)r /a'ffi"it.�r16 LONG e 3r36" O.C.MIN (2) PER SILL RUN. e EL. = 29.00' ,r - --- --- --- --- -- - U Q) o TYPICAL FOUNDATION WALL = I I Z U O 10"W GONG,FOUNDATION W/ " N N 05 BARS m 18' O.G. HORIZ. Ii`1SIDE FACE 12" DIA. SONO 5 BARS 24" O.G. VERT. TYP. FCIG PIER I I /TUi="�IEf� I I / mm� -- •�. � FINISHED / w c� 8 +3 6 24" DOWELS INTO FOOTING MIN. 36" BELOW GRADE M=:>- I I "-'° � '� "- VIRGIN SOILR : CONDITIONED CELLAI 1 .. R-15 BATT. INSULATION � p " r<... 000 / ,a � C) WATERPROOF ALL FOUNDATION WALLS I I ® � I I O PROVIDE WEEP HOLES 8 FLASHING AS REQ. \ \Fkc I I G�(� 1 N 7::1 T/p CELLAR SLAB %9 `� Q Z `� C6 DA/ 4" POURED CONCRETE SLAB (3,500 PSI) " .v `SO�QcC/ REINFORCED W/ 6x6 10%o W.W.MT.O. RIDGE . TEL. = 61.31' OVER 6 — — — — — — — — — — — — — — / MIL POLYETHLEENE VAPOR BARRIER OVER 12" COMPACTED GRAVEL BASE I I a 51gn s Seal: _J TYPICAL ROOF CONSTRUCTION: �,�E?,ED 4,,y C" -ARCHITECTURAL ASPHALT ROOF SHINGLES N E R. TYPICAL FOUNDATION FOOTING -PROVIDE RIDGE VENTS _ 35070 PSI POURED CONCRETE= FOOTINGS 'G C T I O I � A — A -ALUMINUM FLASHING AT ALL ROOF �A9 12" DEEP x 2'-O"W W/ (2) "5 REBAR CONT. AND VALLEYS, OPENINGS AND ROOF � °5 REBAR GROSS TIES V 12" O.G. g BOTTOM SCALE 114" = I'-0" PENETRATIONS ;� r`'tz ) TYP. OF ALL UNLESS OTHERUJ15E NOTED -GRACE SNOW AND ICE SHIELD FROM D NOTE: "5 BAR 9 18" O.C. DOWELED INTO WALL ABOVE EAVES TO POINT MIN. 36" PAST THE WARM SIDE OF WALL LINES ,A QG ' -3016. BUILDER FELT It 15 a violatio I r an er5o cl=ing 2"x8" G.T. -3/4" GDX PLYWOOD SHEATHING under the dire n,QF IP alter r -2"x12" ROOF RAFTERS -@ 16" O.G. an item in any wa Tf i his of an � '� 16 O.G. '� � �t�' J"' -R-30 BATT INSULATION CEILING architect 15 altered, 21te r hi �ha11 affix to �s. his item the seal and the no ateced by"followed by his Signature and the date of such alteration,and a TYPICAL SOFFIT: Specific description of the alteration. -2" CONT. SOFFIT VENT -3/a" PLYWOOD SOFFIT BD. (WATER PROOF) -2 x6"-OUTRrGGER —16 o.c B-O. CEILING -1"x8" FASCIA BD. (PAINTED) 9 EL. = 49.00' — — --- — -- -- --- — — — -AEUMri�al`� TTER5— AND LEADERS (TYP.) 14 N U � MASTER rr n� N BEDROOM v! (fl 210 j Z 1 p LI U J SECOND FLOOR m EL. 40'00 ilea" I JOIST F.J. 16" O.G. 2X10 F.J. a 16" O.C."•' TYPICAL WALL CONSTRUCTION: (� AP SIDING SIDING Z (Jd . 30 LB. BLDG. FELT j h CO Na" EXT. CDX PLYWOOD SHEATHIING LJ 2" x6" STUDS gl6" O.G. < U I FIREBLOCKING AT MID POINT OF WALL HEIGHT EVERY STUD Q I I AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK R-21 BATT INSULATION N 5/a" GYPSUM BOARD FINISH ON WALLS "TYVEK" HOUSE WRAP FAMILY ROOM 111 Z :y I Z I (2)2"x6" TREATED SILL PLATE W/ TERMITE SHIELD d FIRST FLOOR 4 _ 5/a" A.B. 16" LONG m 36" O.G.MIN (2)PER SILL RUN. Project Title: EL. = 29.00' — Ill/a" I JOIST F.J. a leo" O.G. ------ 1900 BAILIE BEACH TYPICAL FOUNDATION WALL 10"W GONG. FOUNDATION W/ "5 BARS 24" O.C. VERT. Draw—Title: FINISHED "5 BARS 9 18" O.C. HORIZ. INSIDE FACE g CONDITIONED CELLAR d "5 ID 24" DOWELS INTO FOOTING FO—OW R-15 BATT. INSULATION SECTIONS WATERPROOF ALL FOUNDATION WALLS PROVIDE WEEP HOLES d FLASHING AS REQ. CELLAR SLAB TYPICAL FOUNDATION FOOTING 4" POURED CONCRETE SLAB (3,500 PSI) 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-O"W W/ (2) "5 REBAR CONT. AND Project#: Scale: REINFORCED W/ 6x6 Im/m W.W.M. "5 REBAR CROSS TIES ID 12" O.G. 16) BOTTOM 1000-99-03-13 As Noted OVER 6 MIL POLYETHLEENE VAPOR BARRIER TYP. OF ALL UNLESS OTHERWISE NOTED OVER 12" GOI"IPAGTED GRAVEL BASE NOTE: "5 BAR S 18" O.C. DOWELED INTO WALL ABOVE Date: 51heetk: November 26, 2021 12 of 21 Sheet: SECTION C; C; A - 3nu1 . 0O SCALE 1/4" = 1'-0" .O. RIDGE - - - - - - - - - - - - - - - - EL. � - - - - - - - - - — - - - - - - - - a = 61.31' I 12 14 12 12 VVV 4:12 PITCH SHED DORMER TYPICAL ROOF CONSTRUCTION: - h9 -ARCHITECTURAL ASPHALT ROOF SHINGLES � -PROVIDE RIDGE VENTS � -ALUMINUM FLASHING AT ALL ROOF i (J', ` ` / - - PENETRATIONS +� > VALLEYS, OPENINGS AND ROOF +� N (� x8 . . . Cl•.. 16 �O.G:� `�% -GRACE SNOW ANP ICE SHIELD FROM ` 12" 6" l `� 2x1 .I .R } ,I .© EAVES TO POINT MIN. 36" PAST THE WARM I � \ )�.i,` =�.•.,• ..-...�,,.. �;. %' � • t SIDE OF WALL LINES 12 lel - /g\ /¢ \`� \` j ' _ I -3016. BUILDER FELT \ / ` ` 1 T -3/4" CDX PLYWOOD SHEATHING 0 ' 10 ��y" \ p \ i /+�' / �`\ 0 -211x1211 ROOF RAFTERS e 16" O.G. 'b \ \ / 'b / `� ` -R-38 BATT INSULATION m CEILING o O . UNCONDITIONED - UNCONDITIONED \\ \\ // ATTIC TYPICAL SOFFIT: o Z ;• ATTIC \ \ / / ` i,' - -2" CONT. SOFFIT VENT .; ` ; _ _ ;..... f tz �..; ,. 3/8TRIGGE mo cWAT—ER PROOF) N SOFFIT EL. 4e.00' 2• -I x8" FASCIA BD. (PAINTED)B.O. CEILING _ 1f7LMZUTTERS - - - - — N� � pv� b AND LEADERS (TYP.) `L° O Q) ;:i U L1; M IIx 11 C O C\2 LO o CD -� 0 I [:1 El --I BEDROOM C 05E7 ATI-! OOMIL NEN0 _ c\t c-, - b (p 200 201 12 — i I - SECOND FLOOR ,1 II�a I OIS F.J. 16 O.C. II�8 I JOI T F. 1 O. ill/allI IST F.J. I O.G. TYPICAL WALL CONSTRUCTION: •r—� U I 30 LB. BLDG. FELT 4 EXT. CDX PLYWOOD SHEATHIING - . 2" x 6" STUDS a 16" O.C. -- FIREBLOCKING AT MID POINT OF _ WALL HEIGHT e EVERY STUD _ AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK -- R-21 BATT INSULATION GOAT MASTER 5/e l' GYPSUM BOARD FINISH ON WALLS 0 1— "TYVEK" HOUSE WRAP (� Q O -a•-) STUDY CLOSET FOY HALLWAY CSOT w r 114 4- r+ -- _ ��_— (2)211x6" TREATED SILL PLATE W/ TERMITE SHIELD d FIRST FLOOR =\�- _ _ - _ _ -- ---- --- L -- ------ ---- - ---- -- -- - A.B. 16" LONG 36" O.G. MIN (2)PER SILL RUN.— U i im EL, = 29.00 _,i—��_� _ - _ �o�� -- __ 11 I OIS F.J. 16 O.C. 11 11/8 1 JOI-T F.J. a 1 O. Il 1 JOIST F.J. a 16 O.G. X [— � I u u l u a �Su n 0 17) -- — J� �� �---�� iU� TYPICAL FOUNDATION WALL 10"W GONG.FOUNDATION ' l • • �'i � W/ 05 BARS 24" O.G. VERT. V N N - _� OE5 BARS @ 18'1 O.G. HORIZ. INSIDE FACE 0 rd 'Q r _ --- _ _ — — -- — FINISHED � . 4 c� POOL TERRACE �I _ 7 -, - _ _ d M5 ^ 24" DOWELS INTO FOOTING _ — CONDITIONED CELLAR . R-15 BATT. INSULATION N a EL - 2400 - - - _ \ O00 WATERPROOF ALL FOUNDATION WALLS o Ur - - - ----- ----- - - Q)TYPICAL N ,� T/�� OTING CELLAR SLAB CO 3500 PSI FPOURED OCONCRETE FOOTINGS Q Z 4" POURED CONCRETE SLAB (3,500 PSI) 12" DEEP x 2'-O"W W/ (2)"5 REBAR CONT. AND O S FPC REINFORCED W/ 6x6 101jo W.W.M. 1�j �J¢� "5 REBAR CROSS TIES a 12" O.C. e BOTTOM OVER 6 MIL POLYETHLEENE VAPOR BARRIER SGA p\� TYP. OF ALL UNLESS OTHERWISE NOTED OVER 12" COMPACTED GRAVEL BASE NOTE: "5 BAR 'd 18" O.G. DOWELED INTO WALL ABOVE 51nt5eal: N SGAL.E : 1/411 = 1'-0" �� * COD =ala ' z CUD 12 It is a wo tr? h or aiy pe 7nl 5 acting under the alter �10 an item In an it t eat of an architect is alter tllc; ect shall affix to his Item the seal and n"altered b�'followed 1 - - by h15 signature and the date of such alteration,and a i - specific description of the alteration. TYPICAL ROOF CONSTRUCTION: rJ A,• -PROVIDE RIDGE VENTS — — -4L1aMINU�I�LASHJN•a ,T ..>�I I ROOF- — — oG / \`'klaa VALLEYS, OPENINGS AND ROOF N PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM (0 12 / 211xa" G.T. EAVES TO POINT MIN. 36" PAST THE WARM d SIDE OF WALL LINES �i N -301b. BUILDER FELT ,....1 d) / \ — -3/4" CDX PLYWOOD SHEATHING N -2"x12" ROOF RAFTERS a 1611 O.G. rn / \ — -R-3a BATT INSULATION a CEILING / Z •- .I / \ TYPICAL SOFFIT: // \\ -2" CONT. SOFFIT VENT ,. { � -3/8" PLYWOOD SOFFIT BD. (WATER PROOF) { // r \\ -2"x611 OUTRIGGER a 16" o.c �f / UNCONDITIONED \ -1"xa" FASCIA BD. (PAINTED) / ATTIC \ - -ALUMINUM GUTTERS n _j AND LEADERS (TYP.) L! a /YL TYPICAL WALL CONSTRUCTION: 0� (� .__LAP SI]21Nr S1D1NG — — — — Z �J /1,LJ . 50 LB.. •..•;;.,;.•;�•.,..•,',..•,, .•z:. •1 �OIST•.F,J.`a"•,�6'• O.C.• ".•,'.,F:.. _ ; BLDG. FELT (DCO 'e EXT. CDX PLYWOOD SHEATHIING = ---- — . 2" x 6" STUDS a 16" O.C. FIREBLOCKING AT MID POINT OF �M -------- i \!"/ I WALL HEIGHT a EVERY STUD I� Q III , AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ GAULK N —�� ---------- --- -� --- . R-21 BATT INSULATION - - PROVID 5/a" TYPE "X" GYP. BOARD i � . 5/a" GYPSUM BOARD FINISH ON WALLS aWALLS 4 CEILING "TYVEK" HOUSE WRAP - — INSULATE WALLS WITH R-19 a -1tt E CEILI G WITH R-3a INSULATION I 2-CAR GARAGE { Fool _ 4" POURE GONRAGEESSLAB (3,50D PSI) (2) 211x6" TREATED SILL PLATE W/ TERMITE SHIELD d � �- ]�� - - _'•; - - I - A.B. 16" LONG a' 36" O.G.MIN (2) PER SILL RUN. - Project Title: R€( ORG D UJ/6x6 I�W.I� — — — — — — <: R=fo=MILS' YETHLEENE VAPOR BARRIE -q - _____-_____- _-- - 1900 BAILIE BEACH rl ----------------- -------- - TYPICAL FOUNDATION WALL � 10"W GONG. FOUNDATION W/ "5 BARS 24" O.G. VERT. Drawing 71tle: "5 BARS a IS" O.C. HORIZ. INSIDE FACE d 05 e 24" DOWELS INTO FOOTING WATERPROOF ALL FOUNDATION WALLS SECTIONS k A; ST���/0 TYPICAL0�0� 0� ON FOOTING 3500 PSIFPOURED CO RETE FOOTINGS Project#: 5dle: 12" DEEP x 2'-O"W W/ (2)"5 REBAR CONT. AND 1000-99-03-13 As Noted "5 REBAR GROSS TIES a 12" O.C. e BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED NOTE: 05 BAR a 18" O.G. DOWELED INTO WALL ABOVE Date: 5heet#: \— — — — — — — — — — — — — — November 26, 2021 13 of 21 / Sheet: 6G,4L.E : 11411 = 1'-0" ' USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS •-—ROOF RAFTER PROVIDE "SIMPSON" STRONG TIE STRAP FROM RAFTER TO TOTAL FOUR RAFTER OVER TOP OF 0 06 NAILS RIDGE BEAM a 32"o.c. INTO TRUSS MIN. (W/ COLLAR oamo4. TIES)FASTEN W/ 8 N10 NAILS TYPICAL RAFTER GONNEGTIC>N I 1 C ® ° LTP4 OR WRAP COIL STRAP ° "SIMPSON" � l FI �` r® ° ° FROM STUD TO p "SIMPSON" HI CONNECTOR � ° STRONG-TIE LT540 � a 16" o.c. FASTEN W/ (4) ad UNDER SILL PLATE . ° - "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H2.5 _1 INSTALL AS SHOWN y "SIMPSON" NAILS TO RAFTER: -- PLATE INSTALL a 16" O.G. INSTALL a 16" O.C. ° (8) 8dTO STUDS a J ,II WALL STUD (2) 8d TO PLATES WO ROOF RAFTER ° c °° a� o a) 8d NAILS .° "SIMPSON H7" INTO °o RIDGE BEAM � PLATES U Q E IGs 4T O U Ed NAILS S INTO 0 T D JOIST H,4NG,4F, FOF o T�'FICAL F,AFTEi� ILATE CONNECTIONS i�IDC�E STi�Aff TIE FOST TO �IFDEi� 2X INSTALLATION STUD TO FLATE JOIST TO JOIST N o � SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TYPICAL FLOOR-TO-FLOOR CONNECTION 'It CO ''SIMPSON" LFTA CONNECTOR ;; CD C\2 C\,2 r a 16" o.c. FASTEN W/(1(o) C) to E- "SIMPSON" N10 NAILS FLOOR JOIST o o - Z, r c\z n SIMPSON STRONG TIE- PHDS TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOP 3" MAXIMUM RAFTER PLATE ALL STUDS d DOUBLE 2 x (X) STUD BOTTOM PLATES e 45° SEAT CUT OVERHANG Ix OR 2x CEILING SHEATHING OR OTHER 5 ANGLE-FASTEN W/MIN. LATERAL BRACING JOISTS 6N 40" O.C. / � LATERAL BRACING AS U ° SIMPSON STRONG TIE- /a" x 12" (2) IOD COMMON NAILS ° REQUIED THREADED ROD ANCHOR BOLTS a EACH MEMBER WIND / FI 1' a 3'-2" O.G. AND -0" FROM EVERY CORNER BRACE a EACH FLOOR r� U WITH BPS/4 BOLT PLATES LEVEL AS REQUIRED 2x JOIST SPACING � � PROVIDE MINIMUM (1) MINIMUM BRACE a EACH ' EXTERNAL WALL "SIMPSON" STRONG-TIE HCP C� O HCP-2X MEMBER SIZE TWO 16d NAILS +, N - HCP-4X MEMBER SIZE (BLOCKING TO RAFTER) CEILING JOIST'SIMPSON" LFTA — • ° _ O O `\ J _ », ° X 16d NAILS FOR 00 w III LATERAL BLOCKING PER CODE OR HEEL / LAP CONNECTION CLS Q) O FOR LATERAL WIND REQUIREMENTS 7 III WALL STUD a 16" O.C. — 111 STRUCTURAL SHEATHING �� \ +-) r10 4-4 1 III 1 TOENAIL WITH THREE Irod NAILS \ (RAFTER TO TOP PLATE) �\ U O 11 TOENAIL WITH TWO 16d U U SIMPSON STRONG TIE- PHDS U U USED FOR CORNER HOLD DOWNS TOTOP PLATE) (ANCHOR DOWN TO CONCRETE) Q) > ) DOUBLE 2 x (X) STUD FLOOR-TO-FLOOD CONNECTION {�I�' C01�NEi� f L�4T� � 2U � � i�00F I�A�TE� SCALE: NTS HEEL CONNECTION � SCALE: NTS - - O O +� SCALE: NTS — Z U O CEILING OUTLOOKERS U �, AT HIP END7� DOUBLE 2 x (X) STUD m 0 ,� ' F� .-, .-4 4 ° SIMPSON STRONG TIE- PHDS "''� Y) USED FOR CORNER HOLD DOWNS ® ¢' Q) LO O (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM USING SLOPED HANGER /� RIDGE BEAM 0 N IS / SKEWED IF HIP / VALLEY BEAM / � Q Z v m ROOF PITCHESCHES ARE UNEQUAL j—CONNECT MEMBER WITH ROOF RAFTER -� "SIMPSON" STRONG-TIE H2 fR00F fRAFTEI, SLOPED HANGER INSTALL e 16" 0,C. OUTL00KER DETAIL / / NOTCH HIP / VALLEY TO SIT ON POST (75i OF ORIGINAL MEMBER DEPTH /REQUIRED) TOENAIL WITH FIVE trod 5,,3n4 5eal: NAILS (HIP TO RIDGE) SCALE: NTS RIDGE BEAM ' TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) CONNECT RAFTER TO 100, CC1 " fRAFTEfR TO DOUE3LE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 1(od NAILS N " \ CONNECT KINGS STUDS TO TOP PLATE, X// _ \ TOF FL 4TE HURRICANE TIES MANUFACTURED BY SIMPSON WRAP U14" GALS. 20 GA. COIL STRAP 4 °y ° ° ° a - -- OVER TOP OF TOP PLATE B NAIL HIP / VALLEY BEAMJ G) SCALE: NTS STRONG-TIE CONNECTORS MODEL No. H2 POST OR BEARING WALL Z OR APPROVED EQUIVALENT AT EVERY STUD -CONNECT MEMBER WITH — * c`a TO PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGERIt 15 o ° 5 actin­ HOOKED ANCHOR BOLT ALIGN WITH STUD `.,\ /�— FRAMING under c21i n do a'¢ dersunl �o alter9 d MIN. 12" INTO CONCRETE an,tem bear al of an FOUNDATION WALL a 23" O.C. architect al a e Shall affix to N5 it the al n dal ed by"followed by ht s signature thLl chaltera,on,and a I / �I ID C / //\ I speafic descrlpbon o e a terabon. fR00F i,Al'TEi� 1/ Y ,`-tLL VALET' ''O NIS CONNECTION FOST CONNECTION X10LD DOWN DETA1L --- - 1 _ SCALE: NTS N Z _ GRIPLE _ : SCALE: NTS SCALE: NTS _ STUDS N DOUBLE U (0 TOP PLATE N � d) OD r^ N USE SIMPSON Z-MAX OR HDG CONNECTORSV��Jrr TO INCREASE CORROSION RESISTANCE IL FOR ALL HARDWARE IN CONNECTION = Z HEADER W/ ACO. LUMBER cam, ` RIDGE BEAM O r1 J - (2) 2" x 10" HEADER LJ Q WALL STUDS a 16" O.C. —..\ FULL -(2) 2" x 10" TRIMMER RAFTER (� FRAMED OPENING FOR NEW LENGTH ROOF OPENING WINDOW OR EXTERIOR DOOR WALL r[� ILD STUDS I (D 2" U I � � I - 2" x (X)" ROOF RAFTER i Q rl NOTE: I -(2) 2" x 10" HEADER UPLIFT CONNECTION IS REQUIRED : AT EACH END OF THE HEADER AND AT ° 1 / TAIL RAFTER E BOTTOM PLATE RIM JOIST \�\ ° BOTTOM OF HEADER STUDS IN ADDITION TO / ° _ 3 '(1 _ _ _ _ _ _ _ _ _ _ _ _ _ CONNECTORS AT WALL STUDS AND AT TOP - - I- - - TI- - I—f - - - - —IT —I j -(2) 2 x (X) TOP PLATE ° - - - - - - - - - - - - AND BOTTOM OF GRIPLES. �� € ° a ° I I I I I I 1 \ \ i It Project Title: \ INO UPLIFT COINI ECTORS \ / a' NOTE: +� EQUIRED IN TIS AREA 411 a° ALL STRAPPING TO BE SUBFLOOR SOLE 'R I I I 11 I I 1900 BAILIE BEACH SUB FLOOR b INSTALLED AS PER MANUFACTURERS PLATE FLOOR JOISTS ° SPECIFICATIONS AND NYS CODE RIM �' � 1 ° JOIST DOUBLE ACQ SILL PLATE,, a 16 Ga. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD-\\ ° ° a CONNECTORS MODEL No, CS16 OR APPROVED EQUIVALENT. Draw.ngTitle: FOUNDATION WALL \� °, a STRAP TO HAVE MIN, 12 BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED UNDER SILL PLATE AT FOUNDATION DOUBLE BY SIMPSON STRONG-TIE CONNECTRS FRAMING a QomACO L� MODEL No. CSIro OR 12"APPROVEDITHSTPLATE TRAP TO HAVE MIN. BRIG ONEUD CONNECTION <k ii 3" x 3" x y" STL. BEARING PLATE MANUFACTURED It AND WRAP UNDER SILL PLATE AT FOUNDATION. DETAILS ° °411 ° ° \—BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPSY2 a I` d OR APPROVED EQUIVALENT FOUNDATION ° ° ° a ° ° a ° ° - �) c WALL a v ° ad° ° d a a ° a ° a „ Project N: Scale: ° TYPICAL /a" x 12" HOOKED ANCHOR BOLT a dd a ° 1000-99-03-13 As Noted - a 23" O.G. a°p ° USE SIMPSON Z-MAX OR HDG CONNECTORS - WITH 7" MIN EMBEDMENT INTO CONCRETE a ° TO INCREASE CORROSION RESISTANCE Date: 5heetk: - WITHIN 6-12" OF EACH END OF PLATE FOR ALL HARDWARE IN CONNECTION November 26, 2021 15 of 21 W/ ACO. LUMBER R-30 '111/2" LOUD DENSITY FOAM sheet: FOUND,4TION STIR,4FFING DETAIL OF CONN 3TT142YW Te��KING ROOF O`1=ENINC-c DEVIL A - 501 . 00 SCALE: /ii_ 'a -m 3 II SCALE: 3/411=11-011 SCALE: NTS ALLOWABLE HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications Min.distance from Table A 'cut holes larger Min.distance from Table B anywhere n"hole maw be cut No field cut Do not eb out- See current i Leve to (orapproved e uaI Iitorature for framin connectors 0 holes In than 1/2 In cantilever side of hatched zone hatched zones DO NOT JOIST DETAILS - I b"o of cut or notch flange. 6" ❑ O o� 6" Load bearing or shear wall above (must stack over wall below) Q) 6^ L1 2 x Dt D1 Closely grouped round Lz 2 x Lz �D2 6^ 6" Plate nail Plate nail Web Stiffeners Load from above U) minimum holes are permitted if minimum required each side IRC 502-7 requires lateral restraint (applies to all holes the group perimeter l at A2W (blocking)at all intermediate q Blocking panel except knockouts) meets requirements for Blocking supports in Seismic Design 2x4 minimum .\ Y16• o ..1 round or square holes. panel Categories D0,D1,and D2 to squash blocks ��� 0 v, Table A - End Support DO NOT strengthen the floor diaphragm. o o pp cut holes In cantilever Web Stiffeners Rim-to-joist nail - Minimum distance from edge of hole to inside face of nearest end support reinforcement S Q pp required each side I °a) o C) JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail atA1W Toenail B1 Y,6" � o .,.� � DEPTH 2.. 3^ 4"' 5" 6Y2" 7" 8%- 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%e" 11" 13" Web stiffeners 2x4 minimum N � o r. TJI®rim joist required each side at squash blocks 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" > - 210 1'-0" 1'-6" 2'-0" T-0" 5'-0" 1'-0" 2'-0" 2'-0" 4'-0" 5'4" Must have 13/4"minimum B1 W and B2W o 9Y2" 230 11-01, 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'_0" T-O" 4'-6" 5'-0" Al A2 joist bearing at ends,Attach B2 Blocking panels may be CS Use 2x4 minimum squash blocks to 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'-0" 5'-0" rim joist per A3 detail. required with shear walls transfer load around TJI®joist 110 11-0" 1'-0" 1'-0" 1'-0"1 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 4'-6" 6'-0" above or below-see detail B1 di CO o 210 1'-0" 1'-0" 1'-0" V-6"1 7-6" T-0" 5'-6" 1'-0" V-0" 2'-0« T-O" 5'-0" 5'-6" 6'-6" 11%11 230 1'-0" 1'4" 1'-0" 2'-0" T-O"1 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" T-O- V-6" 5•-6" T-0" 0 0 360 1'-0" 1'-0" 1'-15" 2'-6" 4'-0" 5'-0" 7•-0" 1'-0" 1'-0" 2'-0" 4'-0" 6-6" 6'-6" 7'-6" 560 1'-0" 1'-0" 1'-6" T-0" 5'-0" 5'-6" 8'-0"1 1'-0" 2'-0" T-6- 5'-0" T-O" T-6" 8'-0" Filler block:Attach per the table below. 7 "- z c\2 co 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. 34"r length m 8"diameter maximum hole for 11 210 1,-o" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-O" 6'-0" 1'-0" 1'-0" 1•-0" T-O" 4'-0" 4'-6" 6'-0" 8'-6" p /4 reinforcement 16"deep blocking panels; p diameter Backer block:Install tight to top on one side at E2, maximum for blocking panels 9YZ" 14" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-6" 6'-6" 1•-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" T-O"1 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 12"long. 360 1'-0" 11-0" 1'-0" 1'-0" 2'-6" T-O- 5'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5-6" 6-6" V-0" 9'-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 6'4" 9'-0" 1'-0" 1'-0" 1'-0" T-13" 6-13" 7'-0" 9'-0" 10'-0" bee minimum of 60% Attach per the table below. Maximum Y4"overhang 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6' 3'-6" 6'6" 8'-0" 10'-6 ofJolst depth Clinch nails when possible. permitted at beam. U 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" 7'-0" ° 1Ya"TimberStrand® LSL or 16•• Levels 1Ys"rim board.Nail with 360 1'-0" 1'-0" 11•0" 1'-0" 1'-0" 1'-0" T-O' 6'-0" 9'-0" 1'-0" 1'-0" 1'-0"I 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'-0" Backer block 10d(0.131"x 3")nails,one -4.. -' 560 1'-0" 1'-0" 1--()- 1'-0" 1'-0" 1'-0" T-O- 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0" 10'-0" 11'-0" 12'-0" u t both sides of web each at top and bottom flange. U with single TJI® 4" 5" 1 6" 7" 8" 1 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Top mount joist Attach reinforcement 4� 360 1'-0" 1'-0" 11-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" V-0" l'-0" T-0" 5'-0" 10'-0" 11'-0" 13'-6" hanger (� to joist flange with 8d(0.131" O 41 18" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1•-0" 1•-0" 1'-6" 4'-0" 6'-0" 11'-0" 12'-0" 14'-6" ® TJI®Flange Block Nail x Z/")nails at 6"on-center. Face mount TJI Depth,D Width Type Size Quantity A to 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'4" 1'-0" 2'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 11'-0" 14'-0" 15'x" hanger tY Face grain a�.��J When reinforcing both sides, O 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" V-0111 7'-0" 11'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6' 14'-6" 15'-6" less than 31" Filler 10d(0.128"x 3") 101'1 horizontal stagger nails. 912"<Ds16" 2 Backer 10d(0.128"x 3") 101t> O Table B - Intermediate or Cantilever Support 1„ Filler 16d(0.135"x312") 101'1-each side H3 E2 E3 � � o Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support H1 Backer 10d(0.128"x 3") 1011 O --' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 1 Filler 1od(o.12s x3") 15 Q -U $4-+ JOIST ® I O less than 312" Backer 10d(0.128"x 3") 15 � 0 � "-' DEPTH Tile 2" 3" 4" 5" 6y2" 7" 8'/e" 11" 13•• 2" 3" 4•• 5" 6Y2" 7" 8%8" 11" 13" 16"<Ds20" 31„ Filler 16d(0.135"x 312") 15-each side N - O ,_, z Backer 10d 0.128"x 3" 15 +� U 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-0" 1,-0" 2'-s" 3'-6" 5'-6" 6'-0" ( ) 210 2'-0" 2'-6" T-6" 4'-6" 7'-6" 2'-0" T-O" 4'-0" 6'-0" T-O- 20"<D-.524" 31„ Filler 16d(0.135"x 32") 25-each side J U M U 9Y2" 230 1 2'-6" T-O" 4'.0" 5'-0" 8'-0" 2'-0" T-O" 4'-0" 6'-6" 7'-6" Backer 10d(0.128"x 3") 15 '-d U 360 T-O" 4'-0" 5'-6" V-6" 9'-0" T-O- 4'-6" 5'-0" 7'-6" 8'-0" (1)15 for multi-family applications Ul co 110 1'-0" l'-0"1 1'-6" 2'-6"1 4'-0" 4,-0" 8'-0"1 1'-0" 1'-6" 2'-0" 4'-0" 6'-0" T-0" 9'-0" m ) > co 210 1'-0" 1'4" 2'-0" T-0" 4'-6" 5'-0" g'-0" 1'-0" 2'-0"1 T-O" 4'-6" T-0" 8'-0" 10'-0" With top mount hangers,backer block required 1�1 117/8" 230 1'-0" T-O" 2'-&" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 8'-6" 10'-0" H2 only for downward loads exceeding 250 lbs or for uplift conditions. O U 360 2'-0" T-O" 4'-0" 5'-6" T-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0"l O O V) 560 V-6- T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-O' 4'-6" 6'-0" 8'-0" 10•-6„ 11'_0» 12'-0" Z U O 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" g'-0" 12'-0" r-I 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" T-6" 6'-0" 7'-0" 10'-0" 12'-6" N Q) 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-O"1 T-6" 6-6" 10'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-0" 13'-0" O 7b r 360 1'-0" 1'-0" 2'•'0" 3'-6" 5'-6" 6'-0" 8'-6'112'-6- 1•-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" I-u--I r •r 560 11-0" 1'-0" 1'•s" 3'-6" 5'-6" 6'-13" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-O' 10'-0" 11'-0" 13'-6" 15'-0" BEAM and COLUMN DETAILSC) 0 R, O 210 1'-0" 1'-0" 11•0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-6" 12'-6" 16-6" 0 •� � 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-0" 16'-0" ® U iso 1 1-0" 1'-0" r•a" 1'-0° 3'-0° a'-o" 6'-6- 10'-0" 13'-0° r-0" 1'-0° 2'-0° a'-o" Tom° 8'-6- 13'-0" 14'-6'117'-0" BEAM TO COLUMN LATERAL BRACE Q) � 560 1'-0" 1'-0" 1'•0" 1%0" 2'-6" 3'-6" T-O" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" 4" 5" 6" 7" 1 8" 1 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 1 15" 17" TJI®joist 18" 360 TO., 1'70" 1'-0" 1'-6" T-O" 6'-0" 9'-0" 15'-0" 1'4" 1'-6" 4'-0" 6'-6" 9'-0" 560 1•-0" 1'-0" 1'•0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 360 1'-0" 1'-0" 1'•'0" 1'4- 1'-0" T-0" 6'-0" 11'-0" 16$" 1'-0" 1'-0" 1'6" 4'-0" 7'-0" 12'-6" 16'-0" 19'-0" 21'-0" Floor beam Sign t 5eal: 20" 560 1'-0" 1'-0" 1'•0" 1'-0" 1'-0" Rectangular holes based on measurement of longest side. ERE D qR • Holes may be located vertically anywhere within the web.Leave Y8"of web(minimum)at top and bottom of hole. Bearing on Concrete or Masonry Pocket �N5 P R 4 Full Depth Header Q n-- Q High Header Strap y"minimum clearance � • Knockouts are located in web a1.approximately 12"on-center;they do not affect hole placement. Low Header g � �,���t � � • For simple span(5'minimum), uniformly loaded joists used in residential applications,one maximum size round hole may be located BEARING AT Alternative 2x4 blocking: * Z at the center of the joist span provided that no other holes occur In the joist. COLUMN Use clips for lateral support D (do not attach to beam) • Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or hole configurations use iLevel®TJ-Beam®software or contact your iLevel representative. < -7 p 'n/�' 1 It is a wolatio dr 7a �q��n s acting 2x4 blocking forunder the direc o li 0r�ciait ,to alter lateral support an item in any way. rte ri seal of an Header Steel Column Beam seat connector architect ie altered,the a g arcbItect shall affix to his item the seal and the notation"altered by"followed Verify column capacity Header Header 2xX nailer* Concrete or CMU wall by his Signature and the date of such alteration,and a and beam bearing „ Suggested lateral bracing detail for beam Specific description of the alteration. L5 length.See current L7 L8 Lg Double nailer may be required depending L14 when required. Verify beam bearing length Other !Level® Trus Joist® Headers and Beams IL25 Levels literature. upon opening size and window type on page 36 of TJ-9000 Specifer's Guide Microllam® LVL 1.3E TimberStrand® and Frarallam®PSL (�[ LSL hole zone hole zone 2 x diameter of the Y3 depth largest hole(minimum) U DO NOT cut,notch or drill J N holes In headers or beams - - - - � except as indicated In N 00 d o _ _ ° - - o o illustrations and tables. 0 0 0 Z � U) Microllam® LVL and BEAM TO COLUMN LATERAL BRACE Parallam®PSL Header or Beam Maximum Round allowed hole zone Depth Hole Size Joist 0 Y3 span 4Y8" 1" BEAM O middle _ 5y20" 1Y4" CONNECTION CONCRETE WALL Q U 2x4 brace at BEARING FOR DOOREAM , d 1.3E TimberStrand® LSL allowed hole zone d 7Y45 20" 2" each column BEAM ON OR WINDOW HEADER dJ See Illustration for Allowed Hole Zone COLUMN CAP Strap per code top plate is not continuoussover � Simpson header General NotesStrong-Tieeor U USP LSTA9 stra • Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) ry • Round holes only Top mount LLQ• N hanger • No holes in cantilevers. Protect untreated Q Floor beam Face mount wood from direct • No holes in headers or beam. in plank orientation. hanger 4 P 1 contact with L2 L3 See current iLevel®literature L4 concrete E Column for framing connectors O z Metal post cap 0 WARNING € Joists are unstable until braced laterally Verify beam bearing length below and column capacity on a 42 Bracing Includes: L27 of TJ-9000 Specifies Guide • Blocking • Sheathing • Strut Lines Project Title: • Hangers • Rim Board • Rim Joist 'I 900 BAILIE BEACH TJI®JOIST NAILING REQUIREMENTS at BEARING WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist �� - 11/4"TimberStrand® LSL or (Load bearing wall above) � x r iLevele lye"rim board. One 10d(0.128"x 3") t9 d *With point load from above,install web stiffener tight to top nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building flange(gap at bottom flange)when there Is no support below. Drawing rte: until braced that are lying flat materials on unsheathed One 8d(0.113"x 2v2") ENGINEERED INJURY MAY RESULT. joists. Stack only over Nailin Re Requirements nail each side.Drive beams or walls. Depth Minimum Web g q nails 1 "f angle at I—J 0 I S T & BEAM TJI Joist Series Number Nails least 1Y2"from end. � WARNING NOTES: j (in.) Stiffener Size Type End Intermediate 13/4"minimum bearing at � Also see detail B2 C 0 N N E C T I 0 N S Lack of proper bracing during construction can result In serious ^ 110 All %8"x 25/8" end support;3V minimum 1 Y8 minimum at Intermediate support accidents.Observe the following guidelines: ^ � 23/4" 210 All Y4"x 2%e" 8d (1Y2"for TJ l® maximum T ^ 0/16" " t " Shear transfer.Connections equivalent to 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIe joists must be completely Installed and properly nailed. 230&360 All /g X (0.113 X 2/z ) floor panel nailing schedule 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,5600, " 3 3 Project 8: Scale: accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. s47 joist) s31 &s33 All 1 X 21/16" Rim to TJIe Joist 3.Safety bracing of 1:(4(minimum)must be nailed to a braced end wall or sheathed area(as In note 2)and to each joist. 16d 1y4"TimberStrand® LSL or 3y2"wide TJI®rim t000-ss-o3-ta as Noted Without this bracing,buckling sideways or rollover Is highly probable under light construction loads-such as a worker or Westiffener each side. 560&s47 All 2X4 ^ t iLevel®11/e"rim board or joist:Toe nail with Date: (0.135 x 3/z ) sheet a: one layer of unnailed sheathing. See sizes below. 1Y4"wide TJI®rim joist: 10d(0.128"x 3") y g � November 26, 2021 is of zt 4.Sheathing must be completely attached to each TJIe joist before additional loads can be placed on the system. 18" 4 4 One 10d(0.128"x 3")nail nails,one each side 3y2"wide TJI® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Tight fit* 560D 20" 2x4 16d 5 5 into each flange of TJIe joist flange floor joist Sheet: 6.The flanges must remain straight within 1/2"from true alignment. O W 22^ (0.135"x 3Yz") 6 11 2 Ye"-2%8"wide TJI®rim 24" 6 13 joist:One 16d(0.135"x 3y2"wide Tile A Weyerhaeuser,iLevel(&,Microllam0,Parallam®,Silent Floor®,TimberStrand®,TJI®,and Trus Joist®are registered 3 3y2•)nail into each flange rim joist — " trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1/4"minimum bearing Locate rim board Joint between Joists. Top View �,... .F- 2'-I1"—� .�-3'-11"—� .�2'-111145 41 3'-11" 9'-m" .F-2'-ll'� .f-2'-II 4. -- � 0 J r _j � > J m L ------1 ^� I , �, .�_- J N N ATTIC FLOOR mi�r — — T.O. ATTIC SUBFLOOR SECOND FLOOR — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r� EL. = 386 ' EL 40.00' — � EL. = 5m.mm' LEA 4141 3559 5329 O 4165 10882 3565 3541 5929 U 5935 2941 2941 711'-0HT "1'-0" HEAD HT 1'-0" HEAD HT 1'-0" HEAD HT 1'-0" HEAD HT 1'-0" HEAD HT 1'-0" HEAD HT 1'-0" HEAD HT 3'-43/4" HEAD HT 6'-0" HEAD HT 6'-2" HEAD HT 6'-8" HEAD HT o I'-1T 3'-1" SILL HT z'-1" SILL HT 4'-1" SILL HT I'-1" SILL HT 0'-211 " SILL HT I'-1" SILL HT 3'-1" SILL HT 0'-113/4" SILL HT 3'-1" SILL HT 2'-3" SILL HT 2'-9" SILL HT2'- Il" 3'-11" x 3'-11" 2'-Il" x 4'-11" 4'-5" x 2'-5" 3'-11" x 5'-5" 9'-0" x 6'-91/z" 2'-ll" x 5'-5" 2'-11" x 3'-5" 4'-ll" x 2'-5" 4'-Il" x 2'-ll" 2'-5" x 3'-Il" 2'-5" x 3'-ll" o o AWNING WINDOW AWNING WINDOW N 0 c � ,I I d. COCO o cit � to r m o 0 z° � cit CO SECOND FLO01� 4__�_ L I I U o 33_11—— 4" .)< — ,F--2'-11" 2'-11"�( .�--4'-5"—�( .I`-2'-11 �� 2 -11 —2'-II 15 -84 _ J 1 7 I � � � I _ _.. 1 ,F-2'-11"-� _; I I - 1 - - � � flill � � � � � � I I `.' � � oI1 , I 1 F 1 1 9I 1 9I 1 , F 1 1 1 1 1 1 , I 1 L 1 � = r I 1 � I 1 � I 1 r 1 1 1 1 1 � 1 1 ^I 1 = Q) p °+ _j rQ I I I I I I I I 1 I I I I I I I (� °� o ® Q 4-' _ � � I =_ � � PIJ I _ L-----� I I = __ 1 I I I = L -- -- -11 o FIRST FLOOR = J— — — — — — — — — — — FIRST FLOOR — — — — EL. = 29.00' 1 I �,-{ c� - - - - Q) +, 3559 ® 3559 3559 5329 4113 O 10896 Q 3513 Q!2) 3513 O 18996 5313 I I V U - 8'-¢I" HEAD HT 5'-0" HEAD HT 8'-0" HEAD HT 8'-0" HEAD HT 8'-0" HEAD HT 8'-0" HEAD HT 8'-0" HEAD HT S'-0" HEAD HT 8'-0" HEAD HT 8'-0" HEAD HT f) 3'-1" SILL HT V-1" SILL HT 3'-1" SILL HT 5'-1" SILL HT V-11" SILL HT 0'-01/z" SILL HT V-ll" SILL HT I'-ll" SILL HT 0'-0� " SILL HT I'-ll" SILL HT /�l3) 5929 2'-11" x 4'-11" 2'-II" x 4'-Il" 2'-11" x 4'-11" 4'-5" x 2'-5" 3'-II" x 6'-I" 9'-0" x 1'-11 1/z" 2'-ll" x V-I" 5'-10" x V-1" 15'-8114" x 1'-11 1/2" 4'-5" x 6'-I" X114 959 -'--" HEAD HT WINDOW IN GARAGE. -" SILL HT ,� p DIMENSION ARE FROM AWNING WINDOW x O U FIRST FLOOR HEIGHT NOT --f Z U GARAGE SLAB HEIGHT � � ,c O N _ OPENING PROTECTIVE FOR ANY EXTERIOR WINDOW AND � ° � � DOOR O R Q) LO o SCALE 144" = i'-O" co U rd OPENING NOT EXCEEDING 4'x8': ® v WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE Q Z w GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDIN IN ACCORDANCE WITH NOTE: THE BUILDING CODE OF NEW YORK STATE. PENESTR,4TION 5C14 DUL "FELLA LIFESTYLE SERIES" PROVIDE 4 COPS' OF THE UJINDOUJ GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE 5ign45eal: REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OFASTM E 11886 'CER�D ARc NO. QTY. DESCRIPTION UNIT D HEIGHT REMARKS PANEL PROTECTION cJ' CHEDULE SHEET AT TIDE �Oj �• DIMENSIONS HE IaHT INFORMATION ^ REFERENCE THEREIN. � Q�• R•q �� A F> CASEMENT 3559 2'-11" x 4'-I1" 8'-0" 3'-1" ll) 3'-Il" x 4'-1111 STORAGE LOCATION OF THE �� ��Q r�— O11 �(� ,_ „ WINDOW IN GARAGE.DIMENSION ARE FROM FIRST „ I EXCEPTION: WOOD STR:,TURAL PANELS WITH A MINIMUM THICKNESS OF Xg," NUMM) ,;,; Z B 3 CASEMENT 3559 2'-II x 4 II 5 -0 1FLOOR HEIGHT NOT GARAGE SLAB HEIGHT CI) 3'-II x 4'-II PROTECTION P,4NE L AND A MAXIMUM SPAN OF 8' (2438 mm) SHALL BE PERMITTED FOR OPENING 6) O G 1 GASEMENT 3559 2'-n" x 4'-11" s'-o° 3--ill (1) 3'-11" x 4'-11" NOTE: PROTECTION IN ONE AND TWO STORY BUILDINGS. D r- PANELS SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT LILD 2 AWNING 5329 4'-5 x 2'-5' a.-Oil5'-1 AWNING WINDOW (1) 5'-5 x 2'-5 R301.2.1.2 PROTECTION Or_ OPENINGS HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH '9 75A nn� 11 It Is a violate e rh' less acting E 4 GASEMENT 4113 3'-11" x 6'-I" 8'-0" 1'-11" FIXED UNIT (1) 3'-11" x 1'-1" TABLE 8301.2.1.2. OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND under thearec n �� ar CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE Y y ect•toan an item In an wa the seal of an hall affix to F 2 SLIDING PATIO DOOR 1Cd89io 9'-0" x 1'-11 I/z" 8'-0" 0'-'12" (3) 3'-4" x 8'-0" EXTERIOR GLAZING IN EUILD INCAS LOCATED IN WIND5ORNE BUILDING CODE OF NEW YORK STATE. architect is altered,the notation garcltered y"followe his Item the seal and the notation"altered b�'followed G 4 CASEMENT 3513 2'-11" x 6'-I" 8'-0" i'-11" CU UNIT TEMFERED AT MASTER BATH SS lU 3'-11" x 6'-I" DEERIS REGIONS SHALL BE PROTECTED FROI„I WIND50RNE by cific nature ionoftnd the date the ion.5ucteration,and a TABLE 8301.2.1.2 specific description of the alteration. H 2 (2) CASEMENT 3513 5'-10" x 6'-i" 8'-0" 1'-11" FIXED UNIT,MULLED UNIT (2) 3'-5" x 6'-i" DEE3RIS. CSL,4ZED OPENING PROTECTION FOR UJINDEORNE WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE I I SLIDING PATIO DOOR 1899ro 15'-81/4" x 1'-11 1j2' 8'-0" 0'-112° (5) 3'-4" x 8'-0" DE5R1S SHALL 1 IEET THE RECQUIREI`'IENTS OF THE L,4RC�E FOR WOOD STRUCTURAL PANELS J 2 CASEMENT 5373 4'-5" x 6'-I" 8'-0" I'-11" FIXED UNIT (2) 5'-5" x 3'-0" 1"IISSILE TEST OF ,45T1 l E19e(o AND ,OSTM E1a8� ,4S FASTENER SPACING CV S I (3) AWNING 5929 (4) GASE4 FOOT (2 FOOT MENT 2959 STAIR UNIT SEE ELEVATION l5J 5'-Il" x 3'-8" 1„IOD IFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED FASTENER PANEL 4PANEL$PAN 4PANEL SPAN v � • OPENING PROTECTION FOR UJIND1�ORNE DEE3RIS SHALL TYPE 54 FOOT 56 FOOT 58 FOOT jA d) K 3 CASEMENT 3571 2'-11" x 5'-11" 1'-0" I'-I" CI) 3'-11" x 5'-11° 1"IEET THE REC UIRE1�fENTS OF �4N ,4PPROUED �11 OD II II II r� (1) UNIT TEMPERED GLASS " n Ull L (o AWNING 4'141 3'-11 x 3'-Ii -11.01131-11, AT BATH l2) 4'-II x I'-11 11"IP,4CT_RE S I ST INS ST,4ND,4RD OR ,4NS I/D,4SM,4 11�, UJooD SCREWS 6 2 9 Z . M 2 CASEMENT 3559 z'-11" x 4'-11" 1'-0" 2'-1° TEMPERED GLASS (1) 3'-11" x 4'-11" u n " n u n 71/11 «8 1611 16" 1211 j�•'� (� N 4 AWNING 5329 4--511 x 2'-5 1'-0 5'-1 (1) 5'-5 x 2'-5 L/2 V KJ V WOOD SCREWS Uj 0 Q o O 10 CASEMENT 4165 3'-1111 x 5'-5" 1'-0" 1'-1° FIXED UNIT lU 3'-II" x 6'-5" fr U U � FOR SIP- 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, I POUND = 0.454 kg, 1 MILE PER Q }� 2 SLIDING PATIO DOOR ICI�882 9'-0" x 6'-91/2" 1'-0" 0'-21/2" C3) 3'-4" x 6'-10" HOUR = 1.609 km/h. d � Q 4 CASEMENT 3505 2'-Il" x 5'-5" 1'-0" I'-1" (1) 3'-il" x 5'-5" A. THIS TABLE IS BASED ON 130 MPH WIND SPEEDS AND A 33' MEAN ROOF Z (`) R 2 CASEMENT 3541 2'-11" x 3'-5" 1'-0" h"1° TEMPERED GLASS lU 3'-11" x 3'-5" HEIGHT. � B. FASTERNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD _ 1 STRUCTURAL PANEL. U T 2 AWNING 5929 4'-11" x 2'-5" 3''4314" 0'-113/4" (v 5'-11" x 2'-5° C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY L U 3 AWNING 5935 4'-u° x z'-n" 6'-0" 3'-1" (u 5'-n" x z'-It" SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A [] N U MINIMUM ULTIMATE WITHDRAWAL Q Q Q W 2 CASEMENT 2341 2'-5" x 3'-11" 6'-2" 2'-3" (1) 3'-5" x 3'-11" CAPACITY OF 490 LBS. ° Z X 1 GASEMENT 294-1 2'-5" x 3'-11" 6'-8" 2'-9" ll) 3'-5" x 3'-11" PLYWOOD PANEL DETAIL � OPENINGS LARGER THEN 4'x8' Z oe 2x6 ON THE FLAT DOUGLAS FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WITH (6)05 2�" SCREWS a EACH END ° ' ° o° ° Project Title: (6)08 21�" SCREWS 12' O.C. 1 900 BAILIE BEACH AT ALL PLYWOOD EDGES � I 7f6 MINIMUM PLYWOOD PANEL ol NOT TO EXCEED A 4'x8" DIMENSION - - -- - ° —WINDOW OR 2x6 ON THE FLAT DOUGLAS FIR DOOR BEHIND Drawin Title: MEMBER UNDER PLYWOOD PANEL °° o° g FASTEN EACH END OF 2x6 WITH (6)08 2X2" SCREWS A EACH END FENESTRATION (6)08 21�" SCREWS 12" O.C. � S C H D E U LE AT ALL PLYWOOD EDGES NIMUM PLYWOOD PANEL NO1T TIO EXCEED A *xxV DIMENSION ° Probed M: Scab: IL I 2x6 ON THE FLAT DOUGLAS FIR ............. v ° 1000-99-03-13 As Noted MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WITH "12" Date: 5heet(6)MS 2)411 SCREWS o EACH END o� November 26, 2021 16 of 21 TYP. Sheet: HURRIGANE PANEL DETAILS (SCALE: N.T.s.) A — 6 O 1 . 0 0 I ------- ------ ------------ -------- --i-- ----------------- ---------------- ------------------------- ---- - --- ------------ ---- - ----- -- - ---- - --- -- ------ ---- ---- ----- -� i i I I —————————————— ———————— ———— ————————— ———————— ———————— ———— ——— — ————— —————— --------------------- -- - - ---- -- -- -- --- -------- - -- - ------------- ---- --- - --- - - - -- ----- - -- - ---- -- ---- ---- -- I I l l -1001-012 1 I I I I I I 23'-3 " 53'-5" 23 -33" °' I I I I I I 1 16 -311 4 1" I ( 1 " �n5 42 I -44 20'-II -44 5'-4? 6'-7 — !0/ 4" POURED CONCRETE SLAB (3,500 PSI) / �' • �I I x ,, c�ll<Y IL / T.O.FTG. I\ :::1 q 61 / — — REINFORCED W/ 6x6 /m W.W.M. v ? \ OVER 6 MIL POLYETHLEENE VAPOR BARRIER / 1 .67' +� \ \�' s Q 1(0 \ , UNEXCAVATED U n11tY S, DECK ABOVE / / 0 r 0 83 FILL WITH COMPACTED / ` ' \ _b cn \ SAND dGRAVEL 0 Q f� M �3 - I - - - - - - - - - - - - - - - - / / I - Qoo � EL STE I _ z°P cit co BE - - - - - - - - - - � i - - - - - - - - - - / BAM I m cvL�Oo���yfiy POCKE OCKET p c •�' ��m 9����9 —T.OFTG. o& '91 / / -I—) C� ryj ' O CELLAR \ O •u.3 001 O - Int T.O. SLAB -1tt —1 d / / Q) O - a EL. 10.00' m co / (� Q O +, STEEL = T.O. FOOTING STEEL ® `- r BEAM t a EL. 1I.6I' BEAM POCKET 3 POCKET O 19'-54" I N 6' O Q) Q) e - 54"x54"x18" P.C. FOOTING 54"x54"x18" P.C. FOOTING .' U L1 42"x42"xIG" P.G. FOOTING \S) W/ (6) 05 BAR e BOTTOM W/ (6) 05 BAR a BOTTOM m a CELLAR SLAB I ct m w W/ (4) 05 BAR BOTTOM EACH WAY EACH WAY N U� -It EACH WAY 4" POURED CONCRETE SLAB (3,500 PSI) (K m Fmm3 FOm4 REINFORCED W/ 6x6 /m W.W.M. I— HSS 3 I— �4 Ip> Fmm2 HSS OVER 6 MIL POLYETHLEENE VAPOR BARRIER E, Xe>ix5/f6l, H 11 SS 5 p _N Q 12 -84" 6 " 4 ©co5uxN65111 ll OVER 12" COMPACTED GRAVEL BASE I COLUMN I I—0 El X5"XCOLUMN I I Z O 00 — TYPICAL FOUNDATION FOOTING ST BEAM ■' r� l� � E — 35(dD PSI POURED CONCRETE FOOTINGS I ( BE I � O POCKET — — — — — — S 12" D -O"W R 13 4 16 4 505UMNI'I X12 OB -8 -m DEEP x 2' W/ (2) AR CONT AND COLUMN 05 REBAR GROSS TIES a O.G. a BOTTOM — © TYP. OF ALL UNLESS OTHERWISE NOTED I R W L O ■ 5TEELO-0-1 I NOTE: "5 BAR a 18" O.C. DOWELED INTO WALL ABO E STEEL ■ BEAM BEAM -e POCKET I I �� TYPICAL FOUNDATION WALL PO KET N L FmOJ 10"W CONC. FOUNDATION U I Q Z w col- 60"x60"xl6" P.G. FOOTING W/ 05 BARS 2411 O.C. VERT. W/ (6) #5 BAR 9 BOTTOM #5 BARS e 18" O.C. HORIZ. INSIDE FACE EACH WAY d #5 a 24" DOWELS INTO FOOTING mlv r I � STEEL I c0 Sig❑t Seal: 12'-il" BEAM I `v I - - -IROc.>sET - - - - - - - - - - - - - - - - - - -� I EDr N I r _ .'d. _ 3, I �� R.gR�ti�� #5 4,0 WDOHEAD ' I T.O. WALL -O 13 I I ' ya -4 VERIFY W/MANUF � � 9 UNEXAVAD ' zEL. 2 �BARS a TOP . STEEL FILL WITH COMPACTED °I IVERIFY W/MANUF. 0" SAND 4 GRAVEL `; BEAM I (P 3'-3" 4'-lm" I I' I L— CKET I It Is a vlo l� th dw or any pe �a1 s acting # I 4" POURED CONCRETE SLAB (3,500 PSI) `9 S-4ml under the 8 Fceke r�Iy ,to alter II 5 BARS 24 O.C. VERT. ?( INSIDE FACE 3'-3" M.O. I REINFORCED W/ 6x6 Im/m W.W.M. I I an item in an r m�t cal of an - OV R 6 MIL POLY THtoalte °I — — E — — E LEENE VAPOR BARRIER — — — — — — �' architect is sea a �rn ral ct shad affix e T.O.FTG. his item the seal an altered by"followed I X 1�6� + _ I by his signature and the date of such alteration,and a specific description of the alteration. UNEXCAV8 2 II #5 BARS 18" O.C. HORIZ. ATED_ _ FILL WITH COMPACTED - I I_------ SAND dGRAVEL - I • I( 4 I NI 4" POURED CONCRETE SLAB (3,500 P51) 1 I N Im 32" I_ -------- -------- ----� �EINFOJCED W/ Cx6 /m W.W.M. I II L ------ ---- -------- -- I OVER (o MIL POLYETHLEENE VAPOR BA RS --1 N 4 10'°„-tII IrI TYPICAL FOUNDATION WALL " — 4 . I ■ ( rn d)10"W POURED GONG. 3,500 PSI OD� ■ STEEL -71 - 'NOTE: POCKET POCKET ll SCALE Ir4 1' _N J BEAM AM vJ ASSUMED ALLOW,45LE BEARING CAPACITY OF 12" T.O. LEDGE T.O. WALL 2 0 1 2 2,000 P.S.E. VERIFY IN FIELD K" c0 27.69' 26.67' I n II 61 I vI 0 ■ STEEL STEEL ■ J II II #5 BARS 24 O.C. VERT. NOTE: . fr B °IL' INSIDE FACE DO NOT BACKFILL AGAINST FOUNDATION WALLS I �P'GKET POCKET 1. �I UNTIL FIRST FLOOR FRAMING IS INSTALLED (0 Q 4..x4.. I,4..❑ .`. _ cq° ii #5 BARS a 18" O.C. HORIZ. ` cMN II P.C. DRIVEWAY APRON "� I ■ STEEL I a Q n` II 04 BAR LONG (TYP. IN APRON) BEAM Q II "I 12" TRENCH DRAIN `� N 11, II #4 BAR a 24" C.C. 4" POURED CONCRETE SLAB (4,000 PSI) _ I I POCKET - @ II a°II 6x6 1r% W.W_I.I• REINFORCED W/ 6x& 1%m W.W.M. OVER 6 MIL - IL--�L #5 18" DOWELS INTO FOOTING POLYETHYLENE VAPOR BARRIER `� I I Lill `;' N I I I I _ 3 "0" ro I o w `4 Z 48 LONG OUTSIDE FACE � O � II ,II [1 x ■ STEEL - X - - -- BEAM CELLAR SLAB POCKET 4x4 1 II 11 4" POURED CONCRETE SLAB (3,500 PSI) ii a II :� T.O. SUBFLOOR a ELEV. 29.00' I coL MN II REINFORCED W/ 6x6 'Clio W.W.M. 4 a II 4 � Pro ect Tale: II Ir GARAGE SLAB a 21.00' -4 1 -©' OVER 6 MIL POLYETHLEENE VAPOR BARRIER II I T.O. WALL 26.6-f' OVER 12" COMPACTED GRAVEL BASE a II ° _ I I 1900 BAILIE BEACH T.O. SLAB Ir ° ° °>T T.O. FOOTING 1�.6-1' nll�t EL. = 18.00' ■ STEELSTEEL ■. #5 BARS 'a 18" O.C. HORIZ. s _ i BEAMBEA II #5 lid BARS 24" O.G. VERT , POCKET I Drawing Title: . I POCKET #5 IS 24" DOWELS INTO FOOTING °6 ° Ia 05 REBAR CROSS TIES a 18" O.G. - ��� B.O. FOOTING (3) #5 REBAR CONT. � � J 1 _ EL. = 1�.��11 ° ' FOUNDATION PLAN #5 a 18" DOWELS INTO FOOTING 48" LONG 0 I II s',• TYPICAL FOUNDATION FOOTING II s "10" — — —5 — — — — — — — — — — — ° r ii 11 �/g" I-JOIST F.J. a 16" O.G. • T_O.FTG. 3500 PSI POURED CONCRETE #5 REBAR GROSS TIES e 12" O.C. -s L _J Q ° ° a 20'-11" 11"6� + Project k: Scale: 12" DEEP x 2'-0"W (2) 5 REBAR CONT. - ` T.O. WALL ELEV. 27.69 1000-99-03-13 As Noted B.O. FOOTING � 16.6"i' ' 8" 1' -loll. � —2'- n �. Date: Sheet#: November 26, 2021 17 of 21 0UNE),4TION UUALL SET,4IL (2) #5 REBAR CONT. AND Sheet: - - - #5 REBAR CROSS TIES a IS" O.C. SCALE: 3/4" = 1'-0" �A�A�� �00� O���ii�� ��T,41L TOI OF UuALL DETAIL S 10 01 . 0 0 SCALE: 3/4" = P-0" a� ® O ®CO ®CO ®COLUMN COLUMN COLUMN ENDS ENDS ENIDS ENDS EN U U � x o U Q � c O S Q O O w C N 0O y M ;z� 3 0 (L) @ q @CD CID � to r COLUMN COLUMN O 8s o 0 ENDS ENDS ® v z6 C\2 CID / COLUMN 0 ID COLUMN ♦ NDS ENDS -C� J Bq +♦ �+ ♦ 1 —H-) � O ` , � O � , —1d m O _ . t�0 O It. 17 Lt- -� r (q _ _ p Q) ® COLUMN U 0 -1V 11 r\ O Q U r COLUMN ® •� ENDS U 0 - T' ENDS O \� Q) �cO CS - 4-) 54"x54"x18" P.C.FOOTINGS 54"x54"x18" P.G.FOOTING � U 42"x42"xl6" P.C.FOOTING U O > � W/ (6)"5 BAR �' BOTTOM W/ (6)"5 BAR � BOTTOM � � B W/(4)05 BAR s BOTTOM EACH WAY EACH WAY EACH WAY POST HSS —1 F HSS ®ENDS O HS 5"x5"x5f6" POST POST POST +) 5"x5"x6" 5'x5"xg�( " POST ®POST U) I GOLUI�M - - W 14 x 53 - COLUMN —— — — ENDS — W 1-0 x 34 —ENDS— ENDS COLUMN - W 14 x 34 - - - O i --[�7= ® _ - Tri- --= - ENDS - ENDS O O FOBT - - ENDS EN SS — — —— ENDS 4° 3111- 13'-84" -44" O '� 'Q POSTf. POST POST POST 5"x5"x5i{6' OS POSTI L BCI SO F.J._ POST I--I „� END _ __ _ENDS ENDS_ ENDS __ COLUMN __ _ NDe — ENDS -? �' 1(0" O.C. W 12 x 26 Co ®ENDS +' 123q7t / 7—t POST W 14 x 34— U I POST POST Q ENDS I I I I O (2)2x12" ENDS ENDS O N I ul I mist(v� /^Q) �Q) > 'fit -J N I \� (o0"x60"x16" P.C.FOOTING -j W/ (6)05 BAR 6 BOTTOM EACH WAY Ila 0 1N m I I x Sign#Seal• ml' N Oka BCI ems F.J. \CJ,��RED gRCh' \14 N POST POST POST x 16 O.C. �� QE R�.QO� ®ENDS 0 ENDS ENDS® / \ I POST J � I0 Z / 4075 ^^ It is a viol o f M ,unless acting under the air i ;'t ea chitect,to alter 2)2x10" HDR an item m any wa —1-seal of an D ® ® architect 15 altered,the altering architect shall affix to POST his item the seal and the notation"altered by"followed ENDS by his signature and the date of such alteration,and a ®PO ®PO ® specific description of the alteration. - 2"x12" TREAT LB. ENDS ENDS - '/s"0 LAG BOLTS,MIN 5" LONG— IlIka" BCI 130S F.J. s 23" O.C.STAGGERED 9 1611 O.C. �i23 5 n W 12 x 35 d)r-1 N = n o "MIN. SCALE 1/411 = Ii-0 - - - - - - - - 00 -Iv r -Iv — o miv n o 2 I 2 Q U IV D 111 m COLUMN171 O 6 0- �p PL WOOD SHEATHING BEARING WALL BELOW ENDS z0 Q ^ 2 BAND JOIST EXT, OPENING $ WINDOW HDR SCHEDULE C,=%�i��� BLOCK SOLID UNDER BEARING WALL �� W 12 x 35 m 60" O.C.MAX. tJ1 BOLT P,4TTERN SECTION - - - - - - - - - - (2)2"x SILL PLATE CLEAR SPAN HEADER SIRE ® POST p)� w Uj JOIST HANGER UP TO 4'-0" 3-V x S-V" L.V.L ® POST ENDS m = VFI COLUMN Q Q � U ENDS 1-1/4" DECKING= UP TO V-0" 349 x 11-Y6" L.VL OR 5-Y4" x e-X" L. ENGINEERED LUMBERc i 2"xl2" D.J. A 16" O.C. UP TO W-0" 5-Y4" x II-Y8" L.VL Q u DIMENSIONAL LUMBER a Z fII @J NOTE: USE THIS TABLE IF HDR NOT NOTED 0 —evi Lti I - = ENGINEERED JOIST U HSS (D = STEEL BEAM 4"x4 x/4 LL < U SCALE: 3/4u = I'-0" LUMBER - - - - N _ - - COLUMN SPACING p W 12 x 35 ® 60 O.C.MX. Ll.AQ LU 'Q cp p 00 N OtOJU oN zO �X IE 36"MIN.GUARD (NOT REQUIRED WHEN WHE + `9 W 12 x 3 ihieell O.G.MAX. DECK IS LESS THAN 30" ABOVE GRADE) m NJ U = �]! HSS 1-114" DECKING,PERPENDICULAR-0 P.J. _1 4 Q \ U (k 4"x4"x��u 111 t() 'Q (� 101.0 COLUMN Prosect Title: 2"xl2" D.J. 6 16" O.C. Z +� Co ? ATTACH RIM BOARD IU/MIN. O Z 'I 900 BAILIE BEACH (3)10cl NAILS 6 EACH JOIST U Z Q� X ® COLUMN ENDS 6IMF50N STRONG-TIE A-23 ANGLE —8" CANTILEVER000 N� (3)2"x12" PRESSURE TREATED G RDER W 12 x 35 6 60" O.G.MAX. ANCHOR 61RDER TO SONOTLIBE W/ m = Y L) SIl"IPSON APB66R,ADJUSTABLE BASE COLUMN Q �� O @ Drawing Title: ENDS z 0 o ze FIRST FLOOR '/i"m ANCHOR ROD,9" E',MBED 12"0 SONOTUBE PIER,MIN.36" BELOW GRADE z �X FRAMING PLAN a o Prosed#: Scale: d 1000-99-03-13 As Noted Z Date: 5heet#: �d November 26, 2021 18 of 21 a , a 5heet: IDET,41L S — 10 1 e 0 SCALE: 3/4" = 1'-011 10'-r04" 11'-I" 20'-1" ll'-1" lm'-�o l" h _ _ _ _ _ __ __ ___ __ - -- - -- - -- - -- - -- - ---.a-- -- - ----- - W 10 x 22 - -- - -- - - - - -- -—o- -- - -- - ----- - -- - -- - H -- - - - NSSW 7-XT-2 1 5"X5"x5fb" 5"X5"XSifa" 5"x5"X5i6' 5"X5"X5/ib' 5"X5"x%ll r7"X5 1 11 "w COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN 1 I 9 M ::l; (2)2xip" HDR (2)2x10" HDR 0 0 0 \ rnl�v 6l N '/ \ \ o Q N In 0 bD \ v] d 170H55 ` HSS \ \ \ � � �r X_ / // / // / /gQ, / , 5"X5 602\ / / COLUMN COLUMN \ \ \ \ \\ \ \ \ \ o o (3) Ilya" LVL HDR ` \ ` x ` . C\2 co 2)2xl " HD (3)2x10" HDR 2)2x10" HD W 12 x 53 2)2x10" HD (3)2x10" HDR 2J 2x10" 11-4 L- - - - -�- .5 \ I \ \ \ \ \ \ \ 5"XS nXSIbn I I COLUMN I I COLUMN � + � P ST I I I I I I I 11 S7 \ \\ Q¢ O EIqlD \ 0 01 bb O U1 I I lL LL _ -1 =ap @ .�.1 J I \ \ Q O i0 I � II � ' \ ' nwO 4, OlJ HJS 51.X5X5/f&"5X5"X116" N COLUMN COLUMN } I I � r U, ----�l •r- i o Q) nl I I I I 1 IN 1 1 U Q) Q) II II = 1 1 = QCO ��-( m 0 m I (tS :� U I I r^ POST I I POST POST I I I POS POT I P ST Q) > (� I I I I �., I I �„ ENDS ENDS _ ENDS E ENLTS m(� — — . — �- T I TF+RU 77 /4-117: r,=TTS" T -% �- - -- - -'% ---- 72 1 ENDS EOD — — EODST—ENDS T T — L IF LI O O Lf4'OLT 111/9" Q) O POST POST OST POST POST OSt I (3) Ile LVL I — Q) Q II BCI c30s F.J. POST (2) 11 �: g 6" O.C. -%" LVL O -d 1 (3) 118 LVL �� I *' POST POST POST POST 0 OST POST f OST m POST POST POST POST ICJ THRU THRU Q) � NDS (2)2X12" I THRU ENDS o }� O� (1) Q 0 � o I ,�� m� I \ / z z LL 'n OSS I U NDS \ / `714 n Sign 6 Seal: U � 111/8" BCI S05 F.J. -- �\� N POST POST X 116" O.G. \C ERED POST 7111/4 LVL HDR / POST ��P E THRU Q j + Q 3: n X X It 15 a violatlo o44 r5 55 actin9 ` N @ N @ POST (3)111/a" LVL W/ (I) 1/s" STEEL PLATE POST under the direc n t r Ix��tt o alter ® - - - -� - s � - - - an item 1n any way. p N he al bf an (2)2x10" HDR(2)2x10" HDR(2)2x10" HDR (2)2x10" HDR POST POST POST architect I5 altered,th ctshall affix to THRU ENDS ENDS his item the seal and the notation"altered by'followed POST (2)2x10" POST (2)2x10" POST (2)2x10" POST by his Signature and the date of such alteration,and a specific description of the alteration. zz Ilia" BCI 905 F.J. 10'-I4" 9'-10" 10'-I4" Iro" O.C. N _ r N (♦\SII Q0 SCALE 1/4" = P-011 N 2 0 1 2 4 — OD i OD rn N 11T/ " BCI 90s F.J.� a 16" O.G. r� V� to BEARING WALL BELOW HSS to EXT. OPENING 4 WINDOW IDR SCHEDULE 5 COLUMN[,i���'��'_71BLOCK SOLID UNDER BEARING WALL COLUMN '~ � OCLEAR SPAN HEADER SIZE EI POST 1 W12x26 W^ UP TO 4'-0" 3-V' x S-V' L.V.L 0 POST ENDS - - - - - - - - - --- UP UP TO V-0" 3-Yz" x II-Y8" L.VL OR 5-Y4" x 9-Y�" L.VL ENGINEERED LUMBER / POST HSS Y4 UP TO V-0" 5- " x II-Ya" L.VL NOTE: USE THIS TABLE IF HpR NOT NOTED DIMENSIONAL LUMBER I ENDS SCOLUMN 110 ENGINEERED JOIST ,,nn STEEL BEAM 1 V i LUMBER SPACING 1 � I--I Q I N N � 7( 1 N I � E 1 z 11,1/6" BCI g0s F.J. IProject Title: 1 W12x26 POS - T- - - --" '-- - - - - H55 'I 900 BAILIE BEACH ENDS 5"x5 X5/(6 11 1 COLUMN HSS 5"x5"X5/16" COLUMN Drawing Title: Oka" BCI 906 F.J. SECOND FLOOR FRAMING PLAN POST ENDS Project#: $tale: 1000-99-03-13 As Noted Date: Sheet#: November 26, 2021 19 of 21 Sheet: 5 - 102 . 00 a� a� (2)2x10" HDR (2)2x10" HDR 0 Q) ,\Q nj�ry \ l r• \ l � � O J ? U 17) X \ ¢p• I o an LO z� 8 0 0 x 1 / L 6 04 (70 (2)2x16" HDR (2)2x16" HDR (2)2x10" HDR (2)2x10" HDR (3)2x12" HDR (2)2x10" HDR (2)2x10" HDR (2)2x10" HDR (2)2x10" HDR 8 O POST Q POST // ?+� �'L�ry+\ 4-JU THRU THRU ul lu 'Q UO 0 UO 3 UO UO cv _ O X � >I - X � I > X � I ^ I ^ X0 O "' @ —1 N@ N@ r4 M `14Q) O _ Q 4-1POST I N N POST o Y) ENDS I I ENDS POST POST U O O-F �O O POST ENDS I I ENDS I I N � ,� � N 0 I ENDS I I I D @ X POST M N @ POST POST (2)2x10" HDR POST POS POST POST (2)2xIO" OR ENDS POST POS (2)2x10" HDR (2) 2x12" (L) > co � V) (3)71, LVL OST OST N N U O =�, POST POST N 2x12" C.J. 4" � O U O V) X to N 0 Lt ENDS ENDS N 6 16" O.G. 2x12" C.J. r�-1 U X 16" O.G, cv � 7 U POST @ 14'-11" N rye O 7d 10 'A THRU (2)2x10" HDR 2) 2x10" HD POST (3) 111/4" LVL W/ (2) 112" STEEL PLATES I-`-� � POST U N POST IV POST POT O -O THRU - U O END x12" C.J. I p THRU BE OW i N N 0 \ I X 6 16 O.C. I I O N > N OST (3)2x12" I cv r — — — --— _ _ t L...................... ...................... U x T — 06 ----____- I - I 5ign45eal: N0 .. ._ _ X ,n LA (2)2x16" HDR O 2x10" HDR (2)2x0HDR C2)2x10" HDR 11; — ARE D ® AR POST 2x8" L.B. BOLTED TO WALL W/J'/2"41 LAG BOLTS s 12" O.C. � i I I C sTHRU X x CO am x8 C.T W O 0 (D O W O x �- 32" O.C.474 * D I I B O. C.T. POST N X — X X N @ N @ cv @ ` I 6 AFF' I It Is a wo t� t e gyp so , acting ENDS OST POST I I under the '� f d to alter ® an Item in an a I g9�.� al'of an (2)2x10" HDR (3)2x10" HDR(2)2x10" HDR (3)2x12" HDR P ST (2)V/4" LVLI architect is all Iter hl shall affix to TH U I I I his Item the seal a n a ered by'followed by his signature a the da a of sudi alteration,and a specific description of the alteration. I � I C I L I N JOIST I SCALE : '/411 = V-0" L U I-•-II N ->►`v I 2x12" C.J. J d) 2 (d 1 2 � 2x12" G.J. OD I � I •ra 16" OGrte.. N c14 z 16" O.C. . .I —101-52 BEARING WALL BELOW I 2x8 C.T. I � r h LO 1, v v EXT. OPENING 4 WINDOW HDR SCHEDULE �,TT'; '� BLOCK SOLID UNDER BEARING WALL I .O?C.T.6 I I 2 T� CLEAR SPAN HEADER SIZE ® POST I I I -6" AFF. I J I w OU UP TO 4'-0" 3-V" x 'b-Y," L.V.L ® POST ENDS r Q J_ UP TO 6'-0" 3-V' x II-Ye" L.VL OR 5-Ya" x 9-V' L.VL I I I TPO ENGINEERED LUMBER UP TO V-0" 5-Y4" x II-Ya" L.VL DIMENSIONAL LUMBER I 5EI. W i < (� NOTE: USE THIS TABLE IF HDR NOT NOTED I I I I Z - - ENGINEERED JOIST _ STEEL BEAM I 2x12 R.R. 2x12 R.R. I _ v = _ UMBER I ,p 1 SPACING I I 6 O.C. I 4 .6 16" O.G. SHED D PITCH 4:12 PITCH I d DORMER I - SHED DORMER I Q N 1- 2x8 C.T. ^i E3.0. 32" O.G. B ( - .O. G.T. � 4 7'-6" AFF. I I z I " I I I Project Title: BELW i I 1 900 BAILIE BEACH 2x8 C.T. 32" O.G. 2x12" CJ. I = .o.G.T. m I I 16" O.C. I N� Drawmg Title: i — r I I CEILING JOIST I I - - - FRAMING PLAN — i OST F-21 —i BELOW Project N: Scale: 1000-99-03-13 As Noted Date: Sheet A: November 26, 2021 20 of 21 Sheet: S - 103000 7 7- a: oQ) ILI c � r? O lu z BALCONY a x x \ ° o p, y n1 BELOW s @ N N 0 N en (2)2, /2 c cp 2x12 R.R. \\ �y+ (p % I 2x12 R.R. o CD C O.G. o o / ,a) 6 O.C. .�, ro, Z <2) - -II +� � \ __ET_ / / 2x,2„ � — — — — — — — — — — — — — — — — / ryx POST \\ BELOW 6 O 17)D, BELOW // O \ N N ry N / _ / lV +� � �,. � O I� (2)2�\2„ �P I+ y Posr Post \ 1�+�� I "r.2" � �q���r O O I _ BELOW BELOW _ I D E O Q 0 � D E (ll 14 'V ) " LVL B �i--1 f) Iu ---- --- ----- - --4444-- -------------4444-- -4444-- - --------- Q I �--' � c j �'+� POSTI� OST-POST I I 2x12 R. U O � � 12'_m4 O 11'-I 1 i 0111 �+ ------- 16" O.G. U ,� 4444- -- -- - -- - y� POST DOWN 4 P05T DOWN _ 2 Lel U F' Q N ( ) 14" LL . — VL R.B. —IN - - ATTIC HDR �_ _(2) 14" LVL R.B. TO ATTIC HD (2) 14" LVL R.B. _ Tj � 2� POST U @ if. r -1 3 -1 r • U `� POST �`'� Q) c� -� �Q 4i y BELOW p Q ;_� 45'-104 =v U O q BELOW +� r.� r�J N J Z fR _ r `ryl 1+ \y 1 Lr1 cv @ r PO fx m id� m{ ST cv [Q r L Sj� O 4 n11� U O U O Ln', cr11Y c+l 1~ 7d POS m - 16'-74, m O 7J '0 - BELO N " 1L Q \r� x _ ^— IPOST W U 4 4 4 4-- qi—4 . U POST I / N ICJ O BELOW �� D � N (Y p �� BELOW Y U I I O x — X Pv I 2x12 R.R. U N 4 4- N N 0 16 11 O.G. 4:12 PITCH I Q Z SHED DORMER I I� ICd I ign 4 Seal: P T > � \ E D ARcy B W — I C� QPSR• go 2 x 12 R.R. C. _ 2x12 R.R. 1'-6" l'-51" 16" O.G. 2 I I I nllY �I I I It 15 a Violatl9 Y 1 e55 acting NI under the dire arL ect,to alter _ an item in any way. t9il bea ,'seal of an POST POS I architect 15 altered,t ea ring architect shall affix to BELOW ill BELO his item the seal and the notation"altered by'followed by N5 5lgnature and the date of such alteration,and a 5peafic de5criptlon of the alteration. I I FLAN - SCALE 1/4" = I'-0" J U 2 0 1 2 4 -J d) OD PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUSN I UQ VENTING 6 ALL FLA5{41NG AT ALL VALLEYS ICE 4 WATER SHIELDS - — — — — z FRIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVESLO BEARING; WALL BELOW I ( I "f O EXT. OPENING 4 WINDOW HDR SCHEDULE �,�'T'�1 L� BLOCK SOLID UNDER BEARINGS WALL (L� U CLEAR SPAN HEADER SIZE ® POST I r — I I Q J UP TO 4'-0" 3-Vx S-VL.VL ® POST ENDS UP TO&'-0" 3-Y" x 1144," L.VL OR 5444" x cJ-Ys" L.V.L ENGINEERED LUMBERLy UP TO V-V 5-j'4" x 11-Ya" L.VL DIMENSIONAL LUMBER I I ( Z NOTE: USE THIS TABLE IF HDR NOT NOTED - - STEEL BEAM _ LUMBER SPACING — � � II II � I � II II I I — I I Project Title: L 1900 BAILIE BEACH I Drawing Title: ROOF FRAMING - - - - - -�- - - -1- 4444 - � PLAN Project#: 5cale: 1000-99-03-13 As Noted Date: 5heet#: November 26, 2021 21 of 21 5heet: 5 - 104- 000 NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 D TRIANGULAR OPENING FORMED BY R15ER TREAD 4 a A > BOT. RAIL OF GUARD TO RESI;iT PASSAGE OF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6ISPHERE NOTE: W17)o ° PROVIDE "SIMPSON" CONNECTIONS OR APPR VD EQUAL AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC ° �3 0 � CO SIZES AND NAILING REFER TO DATA SHEET o o U .� >~ o ° 0 0 0 NOTE: GFCI RECEPTACLES SHALL BE: PROVIDED THROUGHOUT ta o � DWELLING UNIT AS SPECIFIED IN NY5RC E3902. ROOM AREA =LIGHT 210.Oa SQIFT. @ _ :� N. O cj LIGHT: 6.80 MIN. 00-00 PROVIDED p U � W CC�2 CC�2 Cl) NOTE o �� P VENT: 8-40 MIN. mm.DO PROVIDED Cq W C\2 INTERIOR FANS AT ALL BATHS,, PROVIDE 100 CFM ,m /��fi��%F �fi� G��� �; o c\z cO `" o "' / � coccaCOo EXHAUST FAN PENT W/ RIGID DUCT TO EXTERIOR C\2 S m � C) CZ) 0 0 0 ��, ��<� \ J�O�� �� GUEST Z -, cz c7 �r �n co NOTE: CABANA CfiS (�q ROOM lz ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2xf6 CONST. - Fool fi fie ' PROVIDE 6. ® CJD /4 fi - - • '•' -•i�' ��l�+,��i �SD UNLE55 NOTED OTHERWISE. ROVIDE FINISH LAYER OF ® ,, 8, fi - MIN.Y2" GYPSUM WALL BOARD AND INSTALL LATERAL �.'9•y a BLOCKING PER 2020 NYSRC: SECTIONS 8.602 9 8302.11 ''' s�F'go 3� e U + ( s - PROVIDE 100 CFM N r/ II \ ' EXHAUST FAN VENT 4 IS'-0" ATHROOM -I r-, 6 !0 001 C UJ/ RIGID DUCT TO U NOTE: /� , ' `� = EXTERIOR e,, GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 9' y Q ry NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING + 4 ouNGE fi� 1-4 OF TREADS AND COMPLY WIT14 2020 NYSRC R-311.83 OOO\ \ , � ��fi p � o fi� SS tzD O OO NOTE: q o SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS O AND CEILINGS, _ o r i 6j� U O + � a NOTE: U�pry a) ALL HABITABLE ROOMS TO COMPLY WITH R303 =� SEE LIGHT AND VENT CALC5 FOR THE ROOMS �-Qy-� rY) CO -+j v C T.D. SLAB O M NOTE: , ,2sm HSS 5 5"x5"x5/6" HSS r� N t/) EL. t1.50' HSS N O ALL NEW INTERIOR AND EXTERIOR STAIRWAY I 6'-a' HEAD HT °x5 x�6" COLUMN 5"x5"xNe, U o STAIRWAY ILLUMINATION TO HAVE CEILING I V-01/2" SILL HT 13 COLUMN CELLAR @SD 0 000LUMN •� � ,C � AND/OR WALL MOUNTEC, FIXTURES W/ 3-WAY S'-Ill�a" x 6'-� �," ool @cO °' °' o '-d rn � mm +' HSS 'S O SS 00' i w N SUJITCHES AT TOP AND BOTTOM OF STAIRS 1 CO °x N o AS PER 2020 NYSRC SECTION R-303.1, R-3038 co uMNLo „ 18 RISERS Q ® U �4 HOUR RATED 6 '133' Y) B PROVIDE 5/8" TYPE S.G. FIRE DOOR 10" TREAD Qua B U N > NOTE: „.. HANDLER Y- .­1 cCS A-301 •.'. AIR X GYP_ BOARD ---UP L? F�w SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ UJALLS a CEILING ———— - ------ O; w w 4 ------------ MANUFACT. COMPLIANCE Wl 2020 NY5RC SECTION 8308 ~a "a Q MECHANICAL / ———— ---- ------ °J N SELF ELECTRIC n z wp Sign t 9tal: AIR VENT AIR ———— ----------- 92 d; HANDLER HICsH EFF. (HICxH EFF.) 001 HANDLER Q 0 O 2 0 w COUNTERTOP RECEPTACLE NOTE: w.H. 13oILER 2 ..�Mwt�, � F AR IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS _ °° = ~4 u c AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR –––– --------_-- w ~O z< lu ,\ qz COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE _ -- _ � _ _ N W/NY5RC E3901.4.1 THRU E3901.4.5 3559 --- --- 'u z a z �SD 1 A.-SILL HT EXT. OPENING 4 WINDOW HDR SCHEDULE V-Ir' x 4'-11" Its a%n 1900,5 ess acting under the di f> n n c t,to alter HEADER SIZE an item in any i n e seal of an CER P 3-Y,"x 9 'L.vL ' UP TO 4'-0" 3- X 11-Ye"LYL OR 5 Y X 9-r� L.VL ,y, architect is altered, architect shall affix to ti is item the seal and the notation altered by'followed by his signature and the date of such alteration,and a UP TO 6'-0' $y"X 11-Ya"LVL specific description of the alteration. N.°iW r-WHI5 TM LE IF HDR NOT NOTED LINTEL SCHEDULE: (EXCEPT WHERE NOTED.) nI , CLEARP N STEEL ANGLE SIZE C I I A F)I A N UP to 4'-03�"x3)"x�" Db UP TO 1'-0" 4-0"x 34?x UP To 8'-0" 5-0"x 3-X"x SCALE 1/4" = 11-011 0001 UP TO I0'-0' 4-0"x 3,16K x% 11111 N NOTE:USE THIS TABLE IF HDR NOT NOTED 2 0 1 2 4 v J f �SD 10 BATHROOM RECEPTACLE NOTE: BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER O NY5RC E3SOI.6 W U ' d NOTE: U INSULATE ALL PLUMBING SUPPLY LINES Z PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS -302 302 (� d PER NY5RC. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING UNFINISHED W/ ALL STATE RECEPTACLES IF REQUIRED STORAGE BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO OOO E ' Z VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ROUGH-IN. Project Title.- NOTE: itle:NOTE: SMOKE AND CO ALARMS TO E3E HARD- WIRED AND 1900 BAILIE BEACH INTERCONNECTED, AS PER 2020 NYSRC 8313 4 8314. NOTE: � Drawing Ti"e: INSULATE ALL WALLS AND CEILINGS AT GARAGE. 1 CELLAR PLAN NOTE: ALL DIMENSION 4 WINDOW OPENING TO BE VERIFIED W/ s, r• e: WINDOW SCHEDULE AND VERIFIED IN FIELD Project!: Scale; 1000-99-03-13 As Noted Date: Sheet M: NOTE: January 05, 2023 5 of 21 WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS LOCATED LE55 THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHE:5 ABOVE THE FINISHED GRADE �— � o � . OR SURFACE BELOW, A GUARDRAIL MUST BE PROVIDED AS PER 2020 NY5RC 83122 — NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4 SPHERE 4 TRIANGULAR OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD TO RESIST PASSAGE OF IV SPHERE co I' w v I � -0oNOTE: `o oPROVIDE 'SIMPSON" CONNECTIONS OR APPR'VD EQUAL AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AN NAILING REFER TO DATA SHEET rdq � rh I U p O 0 NOTE: I I .0 a 0 0 it GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT ) I I `E) r o DWELLING UNIT AS SPECIFIED IN NYSRC E3902. a O 0 t°� � 7 � c�tc��z NOTE: / °a \\\ +�- c�2 c�2 � D CD INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM c�P Q s BALGONl C) c� EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR ° o o CO 0 (� ` ) ABOVE (; `�.) � AQQFp o c i CD1 >k �+QppQ-y JG� G � �¢�� ��yPq ��ate' Z r, C\2 c� -- , cfl NOTE: ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF G�y OE MIN,Yz" GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NYSRC; SECTIONS R.602 S 8302.11 �Pooti�o����wrymGoo� I `�+r���s°fi o 0 p�\\��ti I �I +2850 -- eQ�QOp 1` - - --- - - - ��` �C ` 4 � U NOTE: 'Qe� I +�; C` O H OG ��oti OSD OSD --- TE PERE �6, MA— $TES ®SD �V GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 --�-- NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING '8, FAMILY ROOM ///' L 2(d'I-(D" L �LAss \ BEDROOM '�I OF TREADS AND COMPLY WIT14 2020 NYSRC R-31183 's nl / / 101 o bb 0 KITCHEN ( 1 —�, °� i �� o NOTE: /// 110 I I I I co M y SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS O AND CEILINGS. / // I '0 +' / I `Q M T / I I � ATH 00 SSa`i� � 108 >x OD O NOTE: ,'/ 4'-0 ' 10'-01, I _ I _ , / r--- -- --------------------- I @ I R AT 00 8 ----� I 6 \ \ ALL HABITABLE ROOMS TO COMPLY WITH 8303 - HI SEATING I I _� \ ([S U SEE LIGHT AND VENT CALCS FOR THE ROOMS - // —_ e 1----------------- N log 6:8 > co to F_-71 71 BREAKFAST - I 0 U NOTE: G m� \ Noac E 1125'-6ii I / 1\ I I °'w I �_, I Q) O I I / r-, 00 = a' ALL NEW INTERIOR AND EXTERIOR STAIRWAY P \ ---- V--� ---------'�--�I----- L-- - I I I / Q) o _52 STAIRWAY ILLUMINATION TO HAVE CEILING -- AND/OR WALL MOUNTEC> FIXTURES W/ 3-WAY BUILT IN SEATING �'0 \ SWITCHES AT TOP AND BOTTOM OF STAIRS - �� = �J SSD ( "'`5 'D ' v z p r -4---- ---- °> .- AS PER 2020 NYSRC SERRLo CTION -303.1, -303.8 ; 0 211 " - ; ------ J m+� °�' = O - VENT EXHAUST HOO3412 I DIRECT TO EXTERIOR 1 I ; MASTER I EGTIDNS M- miter 106 PANTRY Y 4 - '0- = GL�r U N > NOTE: - o ---------- -- - - -- - - -- - - -- _ SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ ° REF. FZR. ' 4 6 — MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 --- - _ I I PROVIDE Imo CFM I I I i I I I IS RISERS IS RISERS EXHAUST FAN VENT i Sign{�I: W/ RIGID DUCT TO ----- -- �SD 10" TREAD 10" TREAD ----- --------------- COUNTERTOP RECEPTACLE NOTE: A 01 ---------_'-cL E ( EXTERIOR ----- DN--- UP A 0I ,��o2En gRCy IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS QS N 12' '0" _____ __ ® sD �' � R. 4 AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR -- ---------- °~ 'Q C� { COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORD ANCE FOYER ; --- --- ___-- __-- � w �co 9'-Ion° Iml i ---------- " '� Z W/NYSRC E3901.4.1 THRU E3901.4.5 a+ 1�6 - ---------- -- ------------- -------- D i � _ o W �,� (� r e�.3 9 - I O 4 -m 4 m" `, v I +o'lo \ 102 ------ ---------- n ;p�'tu a LAUNDRY N z Z 105 DIRECT VENT 5 e*�oO unless actor EXT. OPENING 4 WINDOW HDR SCHEDULE STUDY _ D�' 6_, ___ _________ 0 2 Q T-1° It�s a v,o p g z U ID - DRYER TO an Item m an w a It the seal of an HEADER SIZE 114 I - Q 0 $ w °� cp under the di t� a tett,to all ________ w v m + EXTERIOR y ��} g CLEAR SPAN 3-)J,,X-5-V L.VL LIG-IT t VENT MIN. q0 architect is altered,the a Bring architect shall affix to ROOM AREA - 168 SaFT. ,a A - -------- ________ _ m Z 0 w m his Item the seal and the notation"altered ly followed UP TO 4'-0" 3-)9'x 11-Y"L.VL OR 5414"x 9 "L.VL G 3.44 V D O y t �7 Z by his signature and the date of such alteration,and a UP TO 6'-0' S y"X Il-Y$"L-VL VENT: 6.12 MIN. 512 PROVIDED Z y d bill NNIS T E IF FDR NOT NOTED N � -� �' -� r - ui Q 0 @ specific descnption of the alteration. ` ` o 0 o i z 0.© SINK ASHER DRYER 14'-O" 15'-m" 15'-m" ` ' 8'-�❑ - 6,_Oi � LINTEL SCHEDULE: (EXCEPT WHERE NOTED) '' ` '' EGRESS EGRESS EGRESS (.; `�) ( (� CUBBIES — N PTO .p ERN STEEL ANGLE551ZE —I 3 x 3-X2' x rf�, ® ' UP TO 11-01, 4-0"x 3-V x% —1F90 UP o�m FEE5-0"x3Y"xCD UP TO 10'-0 - N " � " 3 ` MUDN ® 3559 N 4 0 x 3 x/8 mROOM p r d) V-0" HEAD HT ,. NOTE:USE THIS TABLE IF FDR NOT NOTED I I ' 3'-1" SILL HT (D z 10 F15 T F L 0 0 FLA I �1 \\ 2'-11" x 4'-II" ( BATHROOM RECEPTACLE NOTE: BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PERI,-o,- 4-" HE H n O SCALE : i/ ii = I'-/Til I 2 5'-0" HEAD SIELLDHTT W U NYSRC E3901.6 L/ 2 0 1 2 41 13/4" HOUR RATED I 2'-11" x 4'-II" n _j NOTE: '---------------J 8'-0" HEAD HT f• INSULATE ALL PLUMBING SUPPLY LINES ------------------------, 3'-1" SILL HT ---,I------"----- ------, 2'-I1" x 4'-II" II II II I ''- II II II I A U PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE ASII II II II I 5329 n n II I D 8'-0" HEAD HT Q PER NYSRC. II 5'-1" SILL HT Q N x n u n I ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIRED x113 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO II II li D ii ii ii i D 8'-0" HEAD HT -�2 u n n I -3CD2 1'-11" SILL HT z VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ii ii ii 3'-11" x 6'-1" II II II I ROUGH-IN. Q II II II I GARAGE OF 10896 O ii ii ii i 104I V-0" HEAD HT SILL HT Protect TrUe: 1JJ II II II V-0" X 1''-11 1/2" NOTE: X� ii ii iiPROVI��5/WALLS d I CEILING BOARD N � SMOKE AND CO ALARMS TO BE HARD- WIRED AND 0 3513 1900 BAILIE BEACH Q II II II I O INTERCONNECTED, AS PER 2020 NYSRC 8313 4 8314. ;; ;; ;; INSULATE WALLS WITH R-19 4 V-0„ HEAD HT u CEIkING WITH R-38 INSULATION I'-11 SILL HT 2'-11" x 6'-1" u u n I u u u I it II 11 IDrawing T"le: NOTE, u n u I (14-0) 3513 II II II I INSULATE ALL WALLS AND CEILINGS AT GARAGE. ;; ; GAR8'-0" HEAD HTAGE SLAB I'-11" SILL HT FIRST FLOOR PLAN 4',;POURED CONCRETE SLAB (3,500 PSI) 5'-10" x 6'-t" ° R-INFORCED W1 6x6 10//fo l u h OVEIk 6 MIL POLYETHLEENE VAPOR BARRIER O 18996 u u u NOTE: II II II I ii ii ii i u u n V-01/2" SILL HT ALL DIMENSION 4 WINDOW OPENING TO BE VIEWED W/ 8'-0" HEAD HT f Pro)cct 5cal ___-��-_____�_____-�______,_� 15'-81/4" x 1'-n 1/2"1/2" /: e: WINDOW SCHEDULE AND VERIFIED IN FIELD ~ " 1000-99-03-13 ���-� As Noted O5313 Date: sheet N: NOTE: 8'-0" HEAD HT January 05, 2023 6 of 21 - WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS I'-II" SILL HT LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR X 6'-r' Sheet: A- 101 . 00 � AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE © �l31 5929 /\ 0 . 0 0 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS _ ) L 1 '--" HEAD HT PER 2020 NYSRC 83122 " SILL HT NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR OPENING FORMED BY RISER TREAD 4 BOT. RAIL OF GUARD TO RE515T PASSAGE OF RAILING NOTE: RAILING NOTE: HANpRAILS t GUARDS TO BE HANDRAILS t GUARDS TO BE w » MINIMUM36"ABOVE NOSING OF TREADS MINIl9UM36"ABOVE NOSING OF TREADS 6" SPHERE INTERMEDIATE RAILS SHAL RESTRICTI„ INTERMEDIATE RAILS SHAL RESTRICT RAILING NOTE: PASSAGE OF 4"SPHERE( AS PER �6'-12 PASSAGE OF 4" SPHERE( AS PER HANDRAILS it GUARDS TO BE 2020 NYSRC SECTION: R-311.1$ 2020 NYSRC SECTION: R-311.18 p ¢ MINIMUM36"ABOVE NOSING OF TREADS N INTERMEDIATE NOTE: PASSAGGEOF 4RSSPHERE( ASEPERGT O N � PROVIDE "51MP50N" CONNECTIONS OR APPR'YD EQUAL 2020 NYSRC SECTION: R-31L18 0 AT ALL FRAMING CONNECTIONS. FOR DETAILS,SPEC o SIZES AND NAILING REFER TO DATA SHEET F' P Eo a ' n o o \ s 0 L) 0 BALCONY ���� �,`Q�. o°� o NOTE: BALCONY .o Q. o o co GFCI RECEPTACLES SHALL IBE PROVIDED THROUGHOUT G��y fiG �� w��`�i�p^32m e D rj � OO tiT T�y� �, G m� d� \�� tip. Rry Q _ O r_- DWELLING N DWELLING UNIT AS SPECIFIED IN NYSRC E3902. a��Gti �s '� r� � VI .7 b 3 O N � oUfx Ra C\2 C\2 C\2 NOTE: INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM �� 23e3 co EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR MASTER o LO E- C\2 .- �Qa I— - - - - - - - - - - - - - 204 00 -, 000 MASTER ® OO ® ®R" z NOTE: 210 ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. KESS EGREss E s - _-- ---- - --- -- -___T G s ECsRESB _ ErsRE s '6- UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OFLIGHT t VENT MIN. LIGHT E VENT MIN ROOM AREA 181.64 SQFT. r MIN. /2" GYPSUM WALL BOARD AND INSTALL LATERAL ROOM AREA = 181b4 SOFT. ' I LIGHT: 3159 MIN. 281 PROVIDED e e LIGHT: 3159 MIN. 52$ PROV D D I VENT: 126 MIN. 00.00 PROVIDED ° PROVIDE 100 CFM PROVIDE 100 GFM ° VENT: 126 MIN. 00.00PROVIDED U U BLOCKING PER 2020 NY61RG SECTIONS 8.602 8302.11 ,' I EXH4UST FAN VENT I EXHAUST FAN VENT i _ ` i I r--- - -FULL BED 54"x-15" _ (FULL BED U71 54x,5" W/ RIGID DUCT TO W/ RIGID DUCT TO _ TWIN BED 38'x 5" AT O EXT PRIOR EXTERIORi TH 00 TWIN BEp 38"x,5" I I `\ •r®i („J NOTE: N. .',' i ;' 208 I 20206L_ 06 N GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 _ 1 '-6" CLOSET C 4_j �9D 1 12'.6° O NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE N051NG � - i � KPS TEMPERED = j V1'B RNK I ADULT OF TREADS AND COMPLY LL`11TH 2020 NYSRC R-311.83 >x 11 209 GLASS j RFC. ROOM GLASS - e,, c x ` - --------------jTUB =fi 20� i� TUB -------------- ttD p KIDS l m � •- �, ,_., ' 12'-6" mi OSD im BUNK N O e+-, NOTE: I 205 CCS Q .� SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS �° O `'-1 °O ' r--- - -FULL BED 54"x15 �cJD r-- -- ------ a AND CEILINGS. • ' r ' I 1FULLBED 54"x,5 1 - � e V / ' I I%(/ TWIN BED 38"x,5" 1 ! i ------ TWIN BED 38"x15" \\ U O �'" CLOSET,- , U 0 (CS NOTE: • - _-- , ' �' 3 -- U \ U � ALL HABITABLE ROOMS TO COMPLY WITH 8303 O +� I +� v I Q CtS U , SEE LIGHT AND VENT CALCS FOR THE ROOMS 211 I s'_,a,i I \ s'-0n + II 1 ,�+ A H U v, CO ' --- ------- -----� I , �-- - - - --- ---- � ��=J `` y CsL S DOOR NOTE: G�4� A STAIR TREAD AND RISERS TO `SSD O �- Uj NOTE: ;� CONFORM TO 2020 NYSRC 8311.1.5 U O ALL NEW INTERIOR AND EXTERIOR STAIRWAY I ATTIC STAIR I - w RAILING NOTE: U O (TS 3� � PULLDOWN � , HANDRAILS t GUARDS TO BE �SD w U �.., STAIRWAY ILLUMINATION TO HAVE CEILING +8 L———_——J MINIMUM36" ABOVE NOSING OF TREADS NI. ~ 5'-(d" � ® SD PASS�AGEtATE OF 4�SP ERE(LAS PERIGT �CO lV � N N AND/OR WALL MOUNTED FIXTURES W/ 3-WAY C ® 2020 NYSRC SECTION: 8-3AS MO (� ° � SWITCHES AT TOP AN[) BOTTOM OF STAIRS �-- I8 RISERS + PROVIDE 10 r-_--- -ALL BED 54"x,5� I 1 1 18133 PROVIDE 100 GFTf �' U LO O AS PER 2020 NYSRC SECTION R-303.1, R-303.8 EXHAUST F r 10" TREAD EXHAUST FAN VENT f O �, W/ RIGID D T3� i TWIN 8"x ' � +� ( Q I!r _ ---------- ------------ 201 p EXTERIOR - 1 i i �� }cn@ Ale) EXTERIOR 4 1 i \\\ ��+� i ----- DN--- ---------- 6 f8 EXTTER 012 UCT TO I 301 U U D° s- 201 _ �t I LINEN - ----- ----- �'' c—I Q yr (CS NOTE: - `�' 111 _ w PROVIDE 100 CFM =1cv SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ I EXHAUST FAN VENT MANUFACT. COMPLIANCE WI 2020 NYSRC SECTION 8308 12 -112 W/RIGID DUCT TO ---------- L U °- 1 _ EXTERIOR 1 ---- I -- I ,�r I Sign€Seal: _ J--------------J o I BEDROOM °icv i 12' oil S'-6�" ----- ----- ---------- -I'-1 COUNTERTOP RECEPTACLE NOTE: 200 I --- P E - 2 /� I I I D`��` IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS OsD - As _____ _____ I I `c.� QE 9 AD FO - RECEPTACLE OUTLETS FOR AND 51MILAR AREAS, i TWN BED 38"x,5 �% COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE , , I '-0° I U f I =1N r j v W/ NYSRC E3901.4.1 THRU E3901.4.5 _ LIGHT t VENT MIN. I = I I 6, I LI) - ROOM AREA 159b9 SQFT, I I , * I - L CHT: 12.11 MIN. 61.11 PROVIDED tj/' VENT: 638 MIN. 6'1.11 PROVIDED I ' I I S O I I EXT. OPENING 4 WINDOW HDR SCHEDULE `�_JI I I I I 0 I (� It is a wolat T ! kQ �o unless acting - L _EGRESS___EGRESS ECs ESS W under the dir :oF£FleFllc>� Iteet,to alter HEADER SIZE Z I (= an Item m any way. nej the seal of an GER AN 3-X"X 9}�"LVL K- K: K I I -1 I I@ I architect is altered,the altering architect shall affix to C O I r� his Item the seat and the notation"altered til/'followed UP TO 4'-0" 3-)9'x 11-Y"LVL OR t>�"X 9 L.VL I I by his signature and the date of such alteration,and a I I specific description of the alteration. UP TO b'•0" 5 Y"x II-Ya"LVL I �i I I ZTI0 NNIS T LE IF HDR NOT NOTED I �I I I 011 I it I LINTEL SCHEDULE: (EXCEEPT WHERE NOTED) e C O � L O O S S L A u€ARvPAI`T STEEL AW-LE SIZE � I I I LIr�IE OF DROf�'PED I I I U t0 UP TO 4'-0" 3-)!t"X 3)�"X 5!n SCALE = 114" = 1'-0" J l___ UP T01'-m" 4-0"x 3-39 x i I FLOOR 16" f 1 N UP70—vol 5.0i x 3-�"x h 2 I 2 4 I ------ - ------------- ----- ,._.d 00 UP TO 10'-0" 4-0"x 3-X"x%a I f ----- I NOTE:USE THIS TABLE IF HDR NOT NOTEDLO I I MI I C� BATHROOM RECEPTACLE NOTE: I - BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER I I I I O NYSRC E3901.6 I ..,i 1 ► v1 Uj U NOTE: INSULATE ALL PLUMBING SUPPLY LINES I rl'� 3 I I 302 V ,- 'Q U PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS I I HE 35'1 d PER NYSRC. I x _ r-r' SILL HT FINISHED "I'-0" HEAD HT n REC ROOM IJ N 0 200 t oI V-II" x ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING - W/ ALL STATE RECEPTACLES IF REQUIRED I N I C 4141 7 HT BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO X. X3'-1 HEAD T VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO I DI 3'-1" SILL HT z ROUGH C 3559 -0" HEAD HT 2'-1" 51LL HT rrolectTtle: NOTE: I I z'-n" x 4'-n„ SMOKE AND CO ALARMS TO BE HARD- WIRED AND I I I OX I 5329 1900 BAILIE BEACH ( � I I -'-0" HEAD HT INTERCONNECTED, A5 PER 2020 NYSRC 8313 4 R314. 4'-7 SILL HT x 2'-5" NOTE: 4165 Drawing Title: INSULATE ALL WALLS AND (:FILINGS AT GARAGE. I I I I 1',o HEAD HT SECOND FLOOR I I I I'-1" SILL HT L -1— —— ——J — ( x 5'-5" PLAN NOTE: —J ALL DIMENSION # WINDOW OPENING TO BE VERFIED W/ HE X882 7'-0" HEAD HT WINDOW SCHEDULE AND VERIFIED IN FIELD 0'-2iis" SILL HT 9'-0" x 6'-9i/z" Project#: Scale: 1000-99-03-13 As Noted 3565 Date: Sheet N: NOTE: 71'-0" HEAD HT January 05, 2023 7 of 21 WHERE THE WINDOW SILL OF: AN OPERABLE WINDOW IS I'--I" SILL HT LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR 2'-n" x 5'-5" 5"eet: AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE 3541 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS �'-0" HEA- 102 . 00 HEAD HT PER 2020 NYSRC 8312.2 3'-1" SILL HT 2'-II" x 3'-5" 77 Z NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PA55AGE OF A 4" SPHERE ¢ TRIANGULAR OPENING FORMED BY R15ER TREAD d E BOT. RAIL OF GUARD TO RE5151' PA55AGE OF 6" SPHERE 0 U3 NOTE: \\ — I \\ _ j U) o ;~ PROVIDE "511-11=50N" CONNECTIONS OR APPR'VD EQUAL T — — — 0 AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC / \ — m co SIZES AND NAILING REFER TO DATA SHEET / \\ \ \ / / \\ // \ \ _ Q NOTE: / \\ / \ BALCONY / \\ // \ °� 2 � .0 c. Co o w, a o co GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT / \ / \ BELOW / \ / \ > : DWELLING UNIT AS SPECIFIED IN, NYSRC E3902. m oar \ / NOTE: \ I / \ / v INTERIOR FANS AT ALL BATHS, PROVIDE Udo CFM I \\ \ / \\ // I 4) o � � o CO 0 EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR I \- \ / ( o 0 0 o 0 0 \ / \ / I z° c\z c) LO CO NOTE: �� �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� ALL NEW INTERIOR B EXTERIOR WALLS TO BE 2x6 CONST. UNLE55 NOTED OTHERWISE. PROVIDE FIN15H LAYER OF ` �� \\ �� �\ MIN.Y" GYPSUM WALL BOARD AND INSTALL LATERAL \ \` / \ / BLOCKING PER 2020 NY5RG 5ECTION5 8.602 6 8302.11 O NOTE: \ / \ / 4� GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 ` \ 0 NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING OF TREADS AND COMPLY WITH 2020 NYSRC R-311.83 \ _ \ / _ _ \ / o LINE OF 5'-m" CEILING LINE OF 5'-0" CEILING \� /�/ \��\ / �, 0 0 4-4 \\\ ) O NOTE: i SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS �� - ------ - -- -T — — — — — — — — — — — — -------- - -- { �� O `'-' � — — — — — — — — — — — — — — — — / LINE OF �'-m G ILI G LINE OF -f'-+a CEILING �j AND CEILINGS. I , / \ O Q ~ o -� NOTE: \ _ I I \ t� k, ALL HABITABLE ROOMS TO COMPLY WITH 8303 �� / ---- --- -'------ ------ - --- - - - - -- - - - ---- - - -- N-- --- -- - ---- --0 \ \ � 10 � � SEE LIGHT AND VENT CALC5 FOR THE ROOMS �� // I 45'-I04° `\ `\ `� I N Q) > Lt UNFINISHED =1 // / ® UNCONDITIONED ATTIC r<11d ® I \ \\ I Q) NOTE- / / I \— LINE OF l'- " CEILING ATTIC STAIR I 71'-5" CEILING 6' LINE OF 1'-m" CEILING /� I \\ ,� O 00 ALL NEW INTERIOR AND E=XTERIOR STAIRWAY I �� // I \ _i L=0MIT I 2mm I — �,' z O STAIRWAY ILLUMINATION TO HAVE CEILING / I I \ I / I I \ cCS I~ AND/OR WALL MOUNTED FIXTURES W/ 3-WAY I ,� // I \\ I 16 "�¢" I // I - --/ \ `� I o -0 ' 5WITCHE5 AT TOP AND BOTTOM( OF STAIRS —LINA—of — / / \ - - - - — �A5 PER 2020 NYSRC SECTION R-303.-1, R-303.8 1-6--Gifl—LING I I / I \ / I \ o v II�Y I \ FRONT DORMER WINDOWS N N NOTE: 1 4 SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 I I u \ I 0. ---I. 5iyn 45eA: COUNTERTOP RECEPTACLE NOTE: I I I I \\ / �Q ARC IN KITCHEN PANTRIES, BREAKFAST ROOM5, DINING ROOMS I ( I \ / III j I -1 AO Fc - RECEPTACLE OUTLETS FOR I z �� - - - - - - - - - - - - - - - - - - - - - -/� I i I I � ��� •'-'� Ryc � AND 51MILAR AREAS, \ / I , COUNTERTOP SPACES SHALL E E INSTALLED IN ACCORDANCE I I I ( I i I II i Itz W/NYSRC E3901.4.1 THRU E3g0145 III s O n4015� � EXT. OPENING 4 WINDOW HDA: 5CHEDULE I I I III It is a violatio P to e55 actmg III under the directs of t�re 1��e to alter HEADER SIZE L —�— —J �— — — J an item m any way.I he seal of an G 3 X LVL R SPAN " I T III I architect m altered,the altering architect shall affix to 9}� O his item the seal and the notation"altered bV'followed UP TO 4'-0" 3 "X 11-Y"L.VL OR 5 y"Y'.9 "L.VL by his signature and the date of such alteration,and a UP TO 6'-m" 5 Y"x II-Ye"L.V1_ specific description of the alteration. b01V ONMIS TAE LE IF HDR NOT NOTED ( I LINTEL SCHEDULE: (EXCEPT WHERE NOTED) ATTIC f L AN I I N J c-1- STEEL ANCsLE 51zE SG,4LE I�4" = 1'-�" v jNUP o 4-0" 3-V X 3.V x X" UP TO 1'-0" 4-0"x 3-,i"x UP TO 8'-0" 5-0"x 3-V x 2 0 1 2 4 LIP TO '-(d 4-0"x 3}�°x%a N NOTE:USE THIS TABLE IF HDR NOT NOTED V to BATHROOM RECEPTACLE NOTE:': --' BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER I O NY5RCE3901bI r - - - - - - -_ - - � I Q J Q NOTE: INSULATE ALL PLUMBING SUPPLY LINES I I I I ( � QU PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS I I a q PER NY5RC. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING W/ ALL STATE RECEPTACLES IF REQUIRED II II BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO I I = VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO ROUGH-IN. f rolegit Title: NOTE: L - - - - - — � SMOKE AND CO ALARMS TO BE. HARP- WIRED AND — — — — 1900 BAILIE BEACH INTERCONNECTED, AS PER 2020 NY5RC 8313 4 8314. NOTE: Dram"Tee: INSULATE ALL WALLS AND CEILINGS AT GARAGE. - - - - - - - ATTIC PLAN NOTE: ALL DIMEN51ON 4 WINDOW OPENING TO BE VERFIED W/ WINDOW SCHEDULE AND VERIFIED IN FIELD P%feet/: 5cale: 1000-99-03-13 As Noted Date: Sheet/ NOTE: January 05, 2023 8 of 21 sheet: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS LOCATED LE65 THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE A- 103 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS PER 2020 NYSRG 83122 NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 TRIANGULAR OPENING FORMED BY RISER TREAD BOT. RAIL OF GUARD TO RESIST PASSAGE OF 6" SPHERE 0 NOTE: \ -- ---� / \/ \ �' - - o PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ' - --- \ / — — '` ° AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPECJ\ — rn \ \;. / SIZES AND NAILING REFER TO DATA SHEET \/ \ y \� E ° ° ° t/ ylo (J) NOTE: '\ . --- / \� BALCONY / ! \ /� o o Q) i::: o , Q .. _ \ �\ vi U G ` `\ \ / BELOW \ \ GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT / \ 2 o . DWELLING UNIT AS SPECIFIED IN NYSRC E3902. \ vCT- / p N (\2 co NOTE- INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM \/ I \ / \\ %� LO FAN NT W/ RIGID DUCT TO EXTERIOR /\ J \ \ \./ /\ \ '\ ' C EXHAUST VE > / CQ I � v oc\z � 000 /I"I oo .- 000 c�z CO�/ \�\./ --I' �n co / J i NOTE: .._� .,.� y /\ /\.—� � —f_.�_/\ � —�_� ,� ,L. Z ' ALL NEW INTERIOR EXTERIOR WALLS TO BE 2x6 CONST. ' \ / \ \� \� \ / k \ \ �, WIS PROVIDE FINISH LAYER OF /' \ n UNLESS NOTED OTHERWISE. MIN.Y" GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NYSRC SECTIONS 8602 19 8302.11 k �/ NOTE: / _ GUARDS TO BE MINIMUM 36 TALL AND COMPLY WITH 2020 NYSRC R-312.1. HANDRAILS SHALL BE 34-3b" ABOVE NOSING - - - OF TREADS AND COMPLY WITH 2020 NYSRC R-311.83 �; \ J / NOTE: \ / \ . \ / -- - - - i' Q o \ Y ,�\ i ctS r_—, SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS \ , ` \ --_ , AND CEILINGS. \ - - / - \ / �''" - - - - / \ - I '< -f-1 o NOTE: \ ALL HABITABLE ROOMS TO COMPLY WITH 8303 - - -- - SEE LIGHT AND VENT CALCS FOR THE ROOMS ' \ - 1u f) I/ X J - - \� o NOTE: i \ - \. ��/ - - \ - \� / - - - i. h \ y 1 ALL NEW INTERIOR AND EXTERIOR STAIRWAY \ STAIRWAY ILLUMINATION TO HAVE CEILING AND/OWALL MOUNTED FIXTURES W/ 3-WAY % I Q R SWITCHES AT TOP AND BOTTOM OF STAIRS I ` /" ` �� /'\ i\ ; o z� -i) AS PER 2020 NYSRC SECTION R-303.7, R-303.8 - - - - - y / \ \ \ ` f/[ W v h Q NOTE: ZED GLASS, VERIFY W/SHOWER DOOR TO BE TEMPER MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 L J ,, ► /' / \ / ` \ _ _ - \ I 1 1 \\/ 5i n 4 Seal• COUNTERTOP RECEPTACLE NOTE: I — A i IN KITCHEN PANTRIES, BREAKFASTROOM5, DINING ROOMS RCy� AND SIMILAR AREAS, RECEPTAGL' OUTLETS FOR �\ \ \ - J_ SHALL BE STALLED IN ACCORDANCE COUNTERTOP SPACES ° W1 NY51RC E3901.4.1 THRU E3901.4.5 7Kj EXT. OPENING WINDOW H>:>R�CHEDULE / -� i' /i \ I \ I It cl r the dir F� a ow any per , ess acting �I/ I under the directs h�,�En$ a� to alter > �—•+ \ \t_. \ 1 ! an item in ary way. the seal of an HEADER SIZE — i GLE R P 3)4"x 914"L.VL ,T\ architect is altered,the altering architect shall affix to 0" 314"x II-Ys"L.yl OR 514' V LYL 1 ! / his item the seal and the notation"altered by'followed lN't0 4'- by his signature and the date of such alteration,and a a u v \' y specific descri tion of the alteration. '0^ xl I- L L p P u To 5 Y f Y s _ beiV eUMIS TAE LE IF HDR NOT NOTED LINTEL SCHEDULE: (EXCEF WHERE NOTED) c R STEEL SIZE SCALE I/¢ = I'—�" UP TO -0314"X3-VX%„ IN x UP 0_T_0" 4-06 x 3- x _ ' s 2 0 1 2 4 \/ lI d) !�TON-0" 5-0"x 314 x — f W LIP I0'-0" 4-0"x 3-V x Ya — PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS Iln� N NOTE:USE THIS TABLE IF HDR NOT NOTED _ VENTING a ALL FLASHING AT ALL VALLEYS ICE d WATER SHIELDS (n t4 RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVESto BATHROOM REGEPTACL5OTE:: \, ICE AND BATHROOM RECEPTABLGUTLET TO BE LOCATED AS PER WATER SHIELD 0 NYSRC E3901.6 / -- - NOTE: INSULATE ALL PLUM5It6UPPLY LINES Ix l C) < U PROVIDE ELECTRICALUTLET5 THROUGH-OUT RESIDENCE AS 1�` a Q PER NYSRC. ELECTRICAL CONTRLOR IS RESPONSIBLE FOR COMPLYING ` W/ ALL STATE RECE5CLES IF REQUIRED Y STATE AND LOC CODES, ELECTRICAL CONTRACTOR TO / B . VERIFY LOCATIONS'IELD W/ ARCHITECT PRIOR TOK. _ \ ROUGH-IN. I I I I I 1 Project Thle: NOTE: — — — — — N CO ARMS TO BE HARD- WIRED AND / �\ SMOKE AND \\ I I 1900 BAILIE BEACH INTERCONNEGTEL5 PER 2020 NYSRC 8313 4 8314. 17, NOTE: — \,. Drawing TRIe: INSULATE ALL L;S AND CEILINGS AT GARAGE. I / ,� ROOF PLAN NOTE: ALL DIMENSIOWINDOW OPENING TO BE VERFIED W/ WINDOW SGHEr AND VERIFIED IN FIELD Project#: Scale: 1000-99-03-13 As Noted Date: Sheet/: NOTE- January 05, 2023 9 of 21 WHERE THE UDW SILL OF AN OPERABLE WINDOW IS Sheet: LOCATED LrHAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATiHAN 12 INCHE:i ABOVE THE FINISHED GRADE OR SURFACjLOW, A GUARD RAIL MUST BE PROVIDED AS — PER 2020 NC R3122