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Home My WebLink About50448-Z oF soUryolo Town of Southold * * P.O: Box 1179 �0 53095 Main Rd coutm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45688 Date: 10/25/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1665 Glenn Rd Southold,NY 11971 Sec/Block/Lot: 78.-1-25 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/22/2024 Pursuant to which Building Permit No. 50448 and dated: 03/19/2024 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 unfinished basement, covered front porch, rear deck, roof deck and attached garage as applied for. The certificate is issued to: 1665 Glenn LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1809 10/17/2024 ELECTRICAL CERTIFICATE: 50448 09/12/2024 PLUMBERS CERTIFICATION: Gene Kleine 09/24/2024 Auth rize i ature o�SufFo��co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE • SOUTHOLD,'NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50448 Date: 3/19/2024 Permission is hereby granted to: 1665 Glenn LLC 3 Sandie Lane Manorville, NY 11949 To: construct single-family.dwelling as applied for per SCHD approval. At premises located at: 1665 Glenn Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-1-25 Pursuant to application dated 1/22/2024 and approved by the Building Inspector. To expire on 9/18/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,884.50 CO-NEW DWELLING $100.00 ELECTRIC $275.00 ELECTRIC $100.00 Total: $4,359.50 Building Inspector ho��pE SO(/T�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1665 Glenn LLC Address: 1665 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 50448 Section: 78 Block: 1 Lot: 255 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Big Bear Electric License No: 43841 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 24 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 91 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Septic Switches 5$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Hood, Micro, Mini Fridge, DW, W/D, Gas FP, 200A Panel 40 /40 (12) 120Arc Faults (11) 115Arc Faults Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: September 12, 2024 1665GIennRdHouseElectric(3) s�- Town Hall Annex �� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 d � tU BUILDING DEPARTMENT TOWN OF SOUTHOLD 0 CT 2 4 2024 I�'v "r3 Y CIE+i TIFII�L'1�'1[ION ,' Date: r Building Permit No. Owner: �,f L L C- (Please print) a Plumber: G^ �ILAL AJJ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this of 41L day of 20 Notary Public, \'t— County CHRISTINE VAZQUEZ Notary Public-.State of New York No.01VA6367026 Qualified in Suffolk County My Commission EVims June 30.2026 I 1 50�� oFsouTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. Comm,�' 631-765-1802 INSPECTION [ ]7FUNDATION 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: 4vl IRP6 4 Jw-vAazbg&fl L'R' 1.—* 62, Oe__ Aj"�� 40 ULAII danti ova- d . DATE 0- � INSPECTOR l OF SOUjyO� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 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: ol Y► Vi LocAtovi tl - o DATE S �'?7 INSPECTOR ��F 80UTyolo r� � ��nn--.<�1`� # . TOWN OF. OUTHOLD BUILDING EPT: . 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] 'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY.- [. ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: a� - mad `� t �. l' T�1�S1 e eoMOf P . d 4 r A CLZ-,,v r 1: aow) A ��2 Z4 � s DATE INSPECTOR SOGIyO� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION , [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]'-'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION - [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: D'JUtkll ( /VuA tu55&ee z a ovi g�ce 5 Itud,5 Poe, coo 4-, . Cad, as" vIt . DATE INSPECTOR SD q&, SOUTyO h # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vi I cl-n lc�- Cajj I LZ4 J �. owpje cl&arz- rZecisv 4� A"AC4 otz' ' c� 42 oo umen DATE _ _ INSPECTOR / a SO//lyO # TOWN OF SOUTHOLD BUILDING. DEPT. . o � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ . ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &-( (L 6c I ACK k)A- V6;� - DATE ANSPECTOR pF SO(/TyO� # # TOWN OF SOUTHOLD BUILDING DEPT. "nurm, 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 [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ]' RENTAL MARKS: I l qa;qA t I fC uo r DATE INSPECTOR OE SOUIyO� �v Ll / "' �J I cli A lad - # # -TOWN OFSOUTHOLD.BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY -[ ] -FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:--rw _Vtoe-y W r(�j DATE 0' f INSPECTOR hO�aOF SOUIyo� # TOWN OF-SOUTHOLD BUILDING DEPT. coum 631-765-1802 �o $ INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I U.LATION/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: Cam" Vwt 6b (c�_&V tt x r ALI An n DATE INSPECTOoqjugoK ACCA Manual DJS HVAC Load Calculations for Residence 1665 Glenn Rd Southold, NY 11971 w it HVACRI~SIDENTIAL RHVAC LOADS Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Tuesday, March 19, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 - Page 2 Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 03/19/2024 Client Name: Residence Client Address: 1665 Glenn Rd Client City: Southold, NY 11971 Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com -- ---- ---- -- - Design Data --- - ---- - - --- -- Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,000 CFM Per Square ft.: 0.643 Square ft. of Room Area: 3,112 Square ft. Per Ton: 1,056 Volume (ft3): 38,964 Building Loads Total Heating Required Including Ventilation Air: 46,800 Btuh 46.800 MBH Total Sensible Gain: 30,546 Btuh 86 % Total Latent Gain: 4,802 Btuh 14 % Total Cooling Required Including Ventilation Air: 35,348 Btuh 2.95 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service V ACCA Manual DJS Islip Terrace,NY 11752 Page 3 Load Preview Report Sys Sys Sys A Duct Scope Ton /Tor Area Gain Gaine Gain Loss CFM CFn Htg M CFM Size Building 2.95 1,056 3,112 30,546 4,802 35,348 46,800 2,000 2,000 2,000 System 1 1.10 1,005 1,106 11,972 1238 13,210 19,417 800 800 800 10x1 Ventilation 132 307 439 988 15 15 15 Zone 1 1,106 11,84C 931 12,771 18,429 800 800 800 10x1 1-Bed 1 274 2,583 153 2,736 3,921 170 175 175 2-6 1 2-Bed 2 274 3,011 214 3,225 4,901 213 203 203 2 5-Hall,Loft 302 4,157 438 4,595 6,301 274 281 281 3- 11-Bed 3 257 2,088 126 2,214 3,306 144 141 141 2-- System 2 1.84 1,087 2,006 18,574 3,564 22,138 27,383 1,200 1200 1200 12x1 Ventilation 307 716 1,024 2,304 35 35 35 Zone 1-Clg.:73%,Htg.:66% 1,393 14,963 2,324 17,287 16,427 786 879 879 10x1 3-Foyer,Dining 538 5,603 747 6,350 7,667 367 329 329 3-- 8-Pwdr 30 281 0 281 52 2 16 16 1- 10-Kitchen,Great Room 825 9,080 1,577 10,657 8,708 417 533 533 5-- Zone 2-Clg.:279/,Htg.:341/6 612 5,463 524 5,987 8,652 414 321 321 8x1 4-MBed 311 3,198 359 3,557 4,820 231 188 188 2-- 6•MBath 147 1,006 116 1,122 2,518 120 59 59 1-- 7-Mud 112 469 35 504 1,013 48 28 28 1- 9-Laundry 43 791 14 805 301 14 46 46 1- Sum of room airflows may be greater than system airflow because system has multiple zones. D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Energy Rating Service ® ACCA Manual DJS Islip Terrace, NY 11752 Page 4 Duct Size Preview Room or Source Mlrrmu Maxim Rough Desig sP Duct Duct Htg Clg Act. Duct Size Duct Name Velocl Veloci Fact L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Bed 1 Buift-In 0 750 0.01 0.1 444.5 170_: 175 2--6 2-Bed 2 Buift-In 0 750 0.01 0.1 518.2 213_I 203 2--6 5-Hall,Loft Built-In 0 750 0.01 0.1 476.9 274_ 281 3--6 11-Bed 3 Built-In 0 750 0.01 0.1 359.3 144_I 141 2-6 Other Ducts in System 1 Supply Main Trunk Buift-In 0 900 0.003 0.1 768 800_I 800 1 0x1 5 System 2 Supply Runouts Zone 1 3-Foyer, Dining Built-in 0 750 0.01 0.1 558.8 367_I 329 3--6 8-Pwdr Built-In 0 750 0.01 0.1 188.9 2_ 16 1--4 10-Kitchen,Great Room Built-In 0 750 0.01 0.1 543.3 417_I 533 5--6 Zone 2 4-MBed Built-In 0 750 0.01 0.1 478.4 231_I 188 2--6 6-MBath Built-In 0 750 0.01 0.1 433.2 120_ 59 1--5 7-Mud Built-In 0 750 0.01 0.1 315.8 48MI 28 1-4 9-Laundry Buift-In 0 750 0.01 0.1 340.8 14_ 46 1--5 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1,20 1,200 12x17 Summary System 1 - - Heating Flow: 800 Cooling Flow: 800 System 2 Heating Flow: 1200 Cooling Flow: 1200 D:\ ...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description_ Duan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 593.2 10,676 0 8,378 81378 0.3, SHGC 0.3 11 F: Door-Wood - Solid Core With Metal Storm, U-value 24 403 0 128 128 0.28 11 P: Door-Metal - Polyurethane Core, U-value 0.29 22 382 0 121 121 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2977.8 12,148 0 2,106 2,106 cavity, no board insulation, siding finish, wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 2492.2 4,785 0 796 796 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 20P1-30op: Floor-Over open crawl space or garage, 90.4 190 0 9 9 Passive, spray foam insulation, R-30 open cell 1/2 lb. spray foam insulation, 8 inches in 2 x 10 joist cavity, any cover, U-value 0.035 19A-30p: Floor-Over enclosed crawl space, No insulation 2005.6 3,435 0 459 459 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 32,019 0 11,997 11,997 People: 7 1,400 1,610 3,010 Equipment: 683 13,250 13,933 Lighting: 560 1,910 1,910 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 175, Summer CFM: 83 11,489 1,696 728 2,424 Ventilation: Winter CFM: 50, Summer CFM: 50 3,292 1,023 439 1,462 AED Excursion: 0 0 612 612 Total Building Load Totals: 46,800 4,802 30,546 35,348 Check Figures Total Building Supply CFM: 2,000 CFM Per Square ft.: 0.643 Square ft. of Room Area: 3,112 Square ft. Per Ton: 1,056 Volume (ft3): 38,964 Building Loads Total Heating Required Including Ventilation Air: 46,800 Btuh 46.800 MBH Total Sensible Gain: 30,546 Btuh 86 % Total Latent Gain: 4,802 Btuh 14 % Total Cooling Required Including Ventilation Air: 35,348 Btuh 2.95 Tons (Based On Sensible+ Latent) Notes - -- --- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential& Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 6 Equipment Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1624AJ1/RCF2417STA Indoor Model: RA1624AJ1/RCF2417STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 24,000 Efficiency: 14.5 SEER Heating System Type: Natural Gas Furnace Model: R96VA40 Manufacturer: RHEEM Capacity: 40,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODS:83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 11,972 Btuh, Lat. gain: 1,238 Btuh, Sen. loss: 19,417 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.7F, Entering htg. coil DB: 68.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 539 CFM, Req. htg. airflow: 240 CFM D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating ServiceV ACCA Manual DJS Islip Terrace, NY 11752 Page 7 Equipment Data - System 2 - 1st Floor Main Cooling System Type: Standard Air Conditioner Outdoor Model: RA1636AJ1/RCF3617STA Indoor Model: RA1636AJ1/RCF3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 36,000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R96VA702317 Manufacturer: RHEEM Capacity: 60,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 18,574 Btuh, Lat. gain: 3,564 Btuh, Sen. loss: 27,383 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.8F, Entering htg. coil DB: 68.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 832 CFM, Req. htg. airflow: 326 CFM D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating ServiceV ACCA Manual DJS Islip Terrace,NY 11752 Page 8 Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 11.972 Outdoor Wet Bulb: 71 Latent Gain: 1.238 Indoor Dry Bulb: 75 Total Gain: 13.210 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 800 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 19.417 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.9 Indoor RH: 30 Supply Airflow: 800 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1624AJ1/RCF2417STA, Indoor Model: RA1624AJ 1/RCF2417STA Nominal Capacity:24.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.2 IF IF CFM �F Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 62.7 80a 84 24 1.37 0.75 181 Interpolation Results: Percent Load of Load Sensible Capacity: 18.000 11.972 150% Latent Capacity: 6.000 1.238 485% Total Capacity: 24.000 13.210 182% Power Input: 1.37 Heating: Model Type: Natural Gas Furnace, Model: R96VA40, Nominal Capacity:40.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 40.000 19.417 206% D:\...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:51 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace, NY 11752 Page 9 Manual S Performance Data - System 2 - 1st Floor Main Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 18.574 Outdoor Wet Bulb: 71 Latent Gain: 3.564 Indoor Dry Bulb: 75 Total Gain: 22.138 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 1,200 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 27.383 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.3 Indoor RH: 30 Supply Airflow: 1,200 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1636AJ1/RCF3617STA, Indoor Model: RA 1636AJ 1/RC F3617STA Nominal Capacity: 36.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.2 IF IF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 62.8 1200 83 36 3.2 0.694 25 Interpolation Results: Percent Load of Load Sensible Capacity: 25.000 18.574 135% Latent Capacity: 11.000 3.564 309% Total Capacity: 36.000 22.138 163% Power Input: 3.20 Heating: Model Type: Propane Furnace, Model: R96VA702317, Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 27.383 219% D:\ ...\1665 Glenn Rd_03192024 ACCA Manual DJS.rh9 Tuesday, March 19, 2024, 3:52 AM C J Drcn 0 H D 0 (2020 Energy Conservation Construction N Code of New York State) R403.6 Mechanical ventilation,The Building and dwelling units shall be provided with ventilation that complies with the requirements of the Residential Code 0 of New York State or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. Mechanical Ventilation Rate(CFM x 24hrs) z 0.01CFM x CFA+7.5CFM x(#of Bedrooms+1) Mechanical Ventilation Reeulretl 48 CFM z W R403.6.1 Whole dwelling mechanical ventilation system fan efficacy.Fans used to provide whole-house J mechanical ventilation shall meet the efficacy c ' requirements of Table R403.6.1 I, V Kitchen, Great Room MBed »> s HRV,ERV 3.2 cfm/watt � In-tine supply or exhaust fan 2.8 don/watt Other exhaust fan 2.8 chm/watt(Under 90 cfm) Other exhaust fan 3.5 cfm/watt(Over 90 cfm) �D l � w w -- p � ERV/HRV ` cfm/watt Pwdr N - � Z O Foyer, Dining W z HERS RATER: MATT WANL = RESNET CERTIFICATION r — •2572945 — APPROVED: DATE:03/19/2024 70B NUMBER: Y MANUAL 1ST FLOOR I M2 SCALE: 1/16" = 1'-0" !! kl-L ...... .- 0 J ��.rth O H O (2020 Energy Conservation Construdlon N Code of New York State) R403.6 Mechanical ventilation,The Building and dwelling units shall be provided with ventiWtbn that romplies with the requirements of the Residential Code of New York State or with other approved means of ventilation.Outdoor air Intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. Meehan al Ventilation Rate(CFM x 24h,, Z O.OSCFTI x CFA+7.SCFM x(A of Bedrooms+1) Mechanical Ventilation Required 48 CFM z W R403.6.1 Whole dwelling mechanical ventilation system fan efficacy. Fans used to provide whole-house J mechanical ventilation shall meet the efficacy �FFff requirements of Table R403.6.1 v/ HRV,ERV 1.2 cf./watt LIM In-line supply or exhaust fan 2.8 cfrn/watt Other exhaust fan 2.8 cfm/watt(Under 90 cfm) ILD Other exhaust fan 3.5 cfm/watt(Over 90 cfm) W ERV/HRV 1.2 dm/watt Ln 1 Bed 3 0 >I Bed 2 Hall, Loft Z W WH sura4s} § HERS RATER: MATT WAHL 4.rrAr. — RESNET CERTIFICATION — #2572845 APPPROVPROV — ED: DATE:03/19/2024 )OB Nl%ABER: 9rtFi 2ND FLOOR tloll SCALE: 1/16" = 1'-0" Home Energy Rating Certificate Rating Date: 2024-03-19 FAWSY Projected Report Registry ID: titrl`,a Based on Plans Ekotrope ID: vgoyRyX2 HERS' Index Annual Your home's HERS score is a relative 1665 Glenn ' • performance score.The lower the number, Southold, NY 11971 • 1 the more energy efficient the home.To $ 1 ,202 Builder:learn more, visit www.hersindex.com *Relative to an average U.S.home Roberts Premier Development Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 93.6 $562 2020 New York ECCC Cooling 4.5 $178 2018 International Energy Conservation Code Hot Water 14.8 $69 Lights/Appliances 25.3 $888 Service Charges $169 Generation (e.g. Solar) 0.0 $0 Total: 138.2 $1,866 HERSIndex Home Feature Summary: Rating Completed by: ,.,or.F—p Home Type: Single family detached Model: custom home Energy Rater. Matt Wahl Existing 140 Community: n/a RESNET ID: 2572845 Homes 11,0 Conditioned Floor Area: 3,090 ft2 Rating Company: Energy Rating Service Inc ° Number of Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752 Reference 100 Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 Home Primary Cooling System: Air Conditioner•Electric•14.5 SEER v, Rating Provider: Building Efficiency Resources 8. Primary Water Heating: Residential Water Heater.Propane•0.72 UEF PO Box 1769 Brevard,NC 28712 House Tightness: 3 ACH50 800-399-9620 ..• ,, Ventilation. 65 CFM,65 CFM•22.75 Watts(Default),22.75 Watts .e 4 This Home (Default)•Exhaust OnlyExhaust Only ' Duct Leakage to Outside: 81 CFM @ 25Pa(4.01/100 ft� Above Grade Walls: R-18 ;I Ceiling: Vaulted Roof,R-38 Zero Energy o Window Type: U-Value:0.3,SHGC:0.28 Matt Wahl,Certified Energy Rater Foundation Walls: N/A Framed Floor: R-30 Digitally signed:3/19/24 at 3:36 AM ekotrope Ekotrope RATER-Version:4.2.2.3358 reportThe Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifications to the energy model.(As Modeled) This does not • or guarantee. RESNET HOME ENERGY RATING ENER6Y,'eIce Standard Disclosure For home(s) located at: 1665 Glenn Rd, Southold, NY Check the applicable disclosure(s): Will.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 1012.In addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: WIA.Mechanical system design WIB.Moisture control or indoor air quality consulting WIC. Performance testing and/or commissioning other than required for the rating itself WID.Training for sales or construction personnel E.Other(specify) 113.The Rater or the Rater's employer is: []A.The seller of this home or their agent B.The mortgagor for some portion of the financed payments on this home E]C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home W14.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater EEmployer Rater Employer Thermal insulation systems Rater DEmployer Rater Employer Air sealing of envelope or duct systems Rater DEmployer Rater Employer Energy efficient appliances Rater DEmployer Rater DEmployer Construction(builder,developer,construction contractor,etc) Rater OEmployer Rater OEmployer Other(specify): DRater Employer Rater DEmployer 115.This home has been verified under the provisions of Chapter 6,Section 603 "Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification 4: 2572845 Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 3/19/24 at 3:36 AM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc Projected Rating Address:1665 Glenn Rd,Southold,NY 11971 Phone:631-566-8439 Rating No: Rater:Matt Wahl Date Rated:2024-03-19 Rater ID(RTIN):2572845 Estimated Annual Energy • • • Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 93.6 $562 Cooling 4.5 $178 Water Heating 14.8 $69 Lights&Appliances 25.3 $888 Photovoltaics 0.0 $0 Service charge $169 Total 13&2 SIA" •Based on standard operating condemns ERI with PV:57 ERI without PV:57 Annual Estimates Electric(kWh):8,854.7 CO2 Emissions(Tons):11.3 Natural Gas(Therms):0.0 EnergyMaximum • - PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope.Name: Matt Wahl Signature: A44V Organization: Energy Rating Service Inc Digitally signed: 3/19/24 at 3:36 AM Rating Provider Data and Seal Company:Building Efficiency Resources Address:PO Box 1769 Brevard,NC 28712 t. Phone#:800-399-9620 Fax#:877-399-1361 'CC*�DITATtD~a� To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/search_directory (Projected. Confirmation required.) MandatoryClimate Zone 4 -. Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and maximum Pass 402.1.1 or 402.1.3 fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house R402.4.1.2 Envelope air leakage maximum leakage rate Pass R402.4.1/Table R402.4.1.1 Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402A.4 Rooms containing fuel-buming appliances Pass* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass (SHGC)Pass R403.1.2 Heat pump controls Pass* R406.2 Ducts outside of conditioned space to be insulated to a minimum of Pass* R-6. R403.3.2 Duct sealing on all ducts Pass* R4033.3 Duct testing for ducts in unconditioned space PASS R403.3.5 Building cavities not used as ducts. Pass* R4035.1 Heated water circulation and temperature maintenance systems Pass* comply R403.5.3 Hot water pipe insulated to R-3 Pass R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Pass* Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems. ACCA forms required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical Pass* requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable Pass* R403.10 Pools and permanent spa energy consumption meet requirements Pass* for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. Pass* R404.1 High efficacy lights installed in 90%of permanently installed fixtures. Pass *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.2.2.3358 New York ECCC 2020 ERI compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 1665 Glenn Rd Southold, NY 11971 Builder: Roberts Premier Development Model:custom home Community:n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside 81 CFM @ 25Pa(4.01 /100 ft2) Foundation Walls N/A Total Duct Leakage 81 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Propane•96.1 AFUE Slab N/A Cooling Air Conditioner•Electric• 14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.3,SHGC:0.28 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.if rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the maanndatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. A*d� Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 3/19/24 at 3:36 AM Version 4.2.2.3358 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the =ro,mation shown on this report. Air Leakage Report Property Organization Inspection Status EI Wd )��Kmle1665 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier 1665 Glenn Rd,Southold Development General Information Conditioned Floor Area(W] 3,090 Infiltration Volume[ft3] 39,070 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACHSO(Calculated) 3.00 ELA[sq.in.](Calculated) 107.17 ELA per 100 s.f.Shell Area(Calculated) 1.197 CFM50(Calculated) 1,954 CFM50/s.f.Shell Area(Calculated) 0.218 Duct Leakage System 1 Leakage to Outdoors 81 CFM @ 25Pa(4.01 /100 ft2) Total Leakage Test Type Post-Construction Total Leakage[CFM @ 25 Pa) 81.0 Total Leakage[CFM25/100 s.f.1 4.0 Total Leakage[CFM25/CFA] 0.040 Mechanical Ventilation Rate[CFM1 65 CFM,65 CFM Hours per day 14.0,14.0 Fan Power 22.75 Watts(Default),22.75 Watts(Default) Recovery Efficiency% 0.010.0 Runs at least once every 3 hrs? true,true Average Rate(CFM] 37.9 CFM,37.9 CFM 2010 ASHRAE 62.2 Req.Cont.Ventilation 68.4 2013 ASHRAE 62.2 Req.Cont.Ventilation 43.8 2016 ASHRAE 62.2 Req.Cont.Ventilation 72.9 Ekotrope RATER-Version 4.2.2.3358 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary ENER6K R Property Organization Inspection Status 1665 Glenn Rd "energy Rating Service Inc Results are projected Southold,NV 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R 1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold General Building Information Number Ot Bedrooms 4 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 3,090 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 39,070 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number Model custom home Community n/a RESNET/IECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall Foundation Wall Library List rionC Pal'^SL Rt Slab None Present Slab Library List r one Present Building Summary ENfR6Y,1 Property Organization Inspection status tr'Itf 1665 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n�a Builder R 1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd.Southold Framed Floor Name Library Type Carpet Floor Grade Surface Area Location Basement R30,FG2/RO,12-16 eko w/o 0 Above Grade 2,022.0ft' Insulated Unconditioned sheetrock Basement garage ceiling R38,LDF1,12-16eko 0 Above Grade 90.0 ft' Unconditioned,attached garage Framed Floor Library List "came Effective R-value R30,FG2'R0,12-16 eko w.0 26.569 sheetrock R38,LDF1,12-16 eko 34.694 Rim Jois Name Ubrary7ype surface Area Location I-amb R 20.0 173.0 ft' Exposed Exterior Rim Joist Library List "amc HkctW*Insulatior111-tales Wall ^aamc Library Type Surface Color Surface Area Location exterior walls 1 RI9,FG2.6-16 eko Medium 1557.0 R' Exposed Exterior exterior walls 2 R19.FG2,6-16eko Medium 1A31.0ft Exposed Exterior gable walls R20,LDF 1,6-16 eko Medium 419.0 ft' Exposed Exterior garage common walls RI9,FG2,6-16 eko Medium 315.0It' Unconditioned,attached garage 2 Building Summary EN► I�6Y4� Property organization Inspection status lCC 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:rva Builder R 1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Name Library Type Surface Color Surface Area Location stairwell walls R 15,FG2A-16 GCW eko Medium 46&0 ft' Insulated Unconditioned Basement Name effective 11•value R15,FG24-16GCW eko 17.65 R 19,FG2,6-16 eko 15.559 R20,LDF7,6-16 eko 17.862 Name Library Type Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang ftTo Orientation Surface Area Assignment Assignment Depth Top Bottom Unnamed Glazing U:030,SHGCa0.28 exterior walls 2 South 68.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 2 Yes _ 0 7 South 19.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior avails 2 Yes 6 7 South 34.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 2 Yes 0 0 North 108.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 2 Yes 0 0 0 West 34.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 1 Yes 2 0 4 East 10.0 ft' Unnamed Glazing U:0.30,SHGCOIB exterior walls 2 Yes 2 1 9 South 50.0 W Unnamed Glazing U:030,SHGC:0.28 exterior walls 2 Yes 0 0 0 South 34.0 ft Unnamed Glazing U:0.30.SHGCA.28 exterior walls 1 Yes 0 0 0 North 286.0 ft' Unnamed Glazing U:0.30,SHGG0.28 exterior walls 1 Yes 0 0 0 West 70.0 ft' Glazing Library List Name S h g c U-factor U:0.30.S GCC._o 0-- J.300 3 Building Summary IL EN,FR6Y Property Organisation Inspection status culll.'y 96FICL 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NV 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd Southold ' Skylight None Present Skylight Library List None Present Opaque Door Name Library Type Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location Assignment Unnamed Opaque Door 1-3/8 Wd solid core exterior walls 1 0.9 0.75 Medium 24.0 ft' Exposed Exterior Unnamed Opaque Door- 1-3/8 Wd solid core stairwell walls 0.9 0.75 Medium 21.0 ft Insulated Copy Unconditioned Basement Unnamed Opaque Door- R5 steel insul garage common 0.9 0.75 Medium 21.0 ft Unconditioned. Copy-Copy walls attached garage Opaque Door Library List Name Elective Li-factor 1-3/8 Wd solid core 0.588 R5 steel insul 0.250 Roof Insulation Same library Type Art,Exte°ior Area;fr°; Cla'c,Cunaete Roo' Surface Color Surface Area Location Tiles - 2,475 No Mediwr 2,475.0ft' Vaulted Roof 4 Building Summary EN cu17I:(,K IL Property organization Inspection Status i),mice 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd Southold Roof Insulation Library List Name 4as Ramant Barrier EffectiveR-value R38.LDF1,10-16seko No 31505 Whole House Infiltration nfiltraticr Measurement Type Shelter Class ACN at 5O Pa Blower-door tested a Mechanical Ventilation Ventilation Type Ventilation Rate(ft'/ Operational hours fan Watts Runs once tvery Energy Recovery Model Number Manufacturer Minute) per day three hours Percent Exhaust Only 65 CFM 14 22.75 Watts(DefauR) Yes 0 Exhaust Only 65 CFM 14 22.75 Watts(Default) Yes 0 Lighting �o Interior Fluorescent °o Interior LED Lighting Qv Exterior Fluorescent of Exterior LED Lighting oe Garage Fluorescent ae Garage LED Lighting Lighting Lighting Lighting 10^ n •nn 100 Onsite Generation none Present Onsite Generation Library List `sonc?resan! Building Summary ENfR6Y� Property organization Inspection Status li; �ClUIIY 1665 Glenn Rd Energy Rating Service Inc Results are projected Southold,NV 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Solar Generation Dehumidifier None Present Dehumidifier Library List None Present Whole House Fan None Present Whole House Fan Library List None Present Conditioning Equipment ^•:ame Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Cooling 1 st Floor ACC,36K 14.5 SEER 0% 75-: 0°t Unconditioned Basement Crawlspace Cooling 2nd Floor ACC.24K 14.5 SEER 0% 25% 0% Conditioned Space Heating 1 st Floor Prop Furn,64k 96.1% 75% 0% 0% Unconditioned Basement 426Eae /Crawlspace Heating 2nd Floor Prop Furn,43k 95%334 25-t 0't 0% Conditioned Space Eae Water Heating Prop,ST 48 gal,81% 0% 040 100% Unconditioned Basement .72UEF /Crawlspace 6 Building Summary ENER6Y, Property Organization Inspection Status _7 7;� ')elI/ACC 1665 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-9439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Equipment Type:ACC,24K, 14.5 SEER Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtu/h] 24 Equipment Type:ACC,36K, 14.5 SEER Equipment ;pe Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtu/h] 36 Equipment Type:Prop Furn,43k 95%334 Eae Equipment Type Furnace Fuel Type Propane Distribution Typr Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 95 AFUE Heating Capacity[kBtu/h] 43 Use default EAE No EAE[kWh] 334 Equipment Type: Prop Furn,64k 96.1%426Eae Equipment iypr furnace Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 96.1 AFUE Heating Capacity[kBtu/h] 64 Use default EAE No EAE[kWh] 426 Building Summary EN, R6Y Property Organization Inspection Status wIU:4 1665 Glenn Rd Energy Rating Service Inc Results are projected ,J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R 1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Equipment Type:Prop, ST,48 gal, 81%.72UEF Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.72 UEF Tank Capacity(gal.) 48 Hot Water Capacity[kBtu,,h] 50 Recovery Efficiency 0.81 Distribution System Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 8 Building Summary ENfR6Y Property Organization Inspection Status uli,,:y }entice 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Distribution System Distribution Type Forced Air Heating Equipment Heating 1st Floor Cooling Equipment Cooling 1st Floor Sq.Feet Served 2,022 a Return Grilles 1 Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[ft= 551.61 Return Duct Area(ft'] 102.15 Leakage to Outdoors 81 CFM a 25Pa(4.01/100 ft') Total Leakage 81 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 HVAC Grading HVAC Grading Not Conducted Ceiling Fan Has Ceiling Fan No 9 Building Summary K'7vxe ILProperty organization Inspection status 111:y 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566.8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd Southold Water Distribution Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 80 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No CWMD"W Cef 3.01 Fuel Type Electric Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference C Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate $0.12/kWh Gas Rate $1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Defaults Type Custom Dishwasher Size Standard Dishwasher Efficiency 234 kWh Annual Gas Cost $33.00 Electric Rate $0.13/kWh Gas Rate $1.05/Therm Is Outside Conditioned Space No Dishwasher Available Yes 10 Building Summary EN W Property Organisation Inspection Status u�7r4 1CL 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier Development 1665 Glenn Rd,Southold Appliances and Controls 1 hermostat Cooling Setpoint ..•.75.0 Thermostat Heating Setpoint `""`70.0 Range/Oven Fuel Propane Convection Oven? Yes Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 656 kWh/Year Refrigerator Outside Conditioned Space? No NOUN MJW 03/19/2024 UPDATED DRAWINGS PREVIOUS INFORMATION Co^o^+onw�bor nr�s"_ q_�55-� '60' M4dum-lrt'I .045 Pei.n.-Y. /M1Y M1lCNV Vtenda1_.d.s!utned panp�� i Has erct•c Nmca Ftl.y Spa.' r MJW 01/20/2024 1665 GLENN RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE,ELECTRIC -10:12,3:12 PITCH -4 BEDROOMS -2 STORY -FRONT FACES SOUTH -MECH ROOM HOUSES,1 HOTWATER,1 AIRHANDLER,1 ACCOIL,1 FURNACE -SEALED ATTIC HOUSES 1 A/C,1 FURNACE -RETURN GRILLS 5 -INDOOR AIR QUALITY: BATH FAN 69 CFM X24HRS -SOLAR PV: N/A 11 Builder Affidavit EN Y Property Organization Inspection Status `u lJ UC 1665 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1468-1-1665GLENN-MJW Roberts Premier 1665 Glenn Rd,Southold Development Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS°Index Score:61 Builder Name:Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 3/19/24 at 3:36 AM Ekotrope RATER-Version 4.2.2.3358 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. o 40FFOt� �O Town Hall Annex Gym Telephone(631)765 1802 54375 Main Road c Fax(631) 765-9502 P. O. Box 1179 us at Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: L'nLAA - Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): x Truss type construction (TT) _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor a'hd,,roof framing (FIR) Signature: / r Name (person submitting this form): DP\V(D Capacity(check applicable line): xOwner Owner representative TnussReg15.docx Effective 1/1/2015 ® 9WL I OCT 2 1 2024 Home Energy Rating Certificate Rating Date: 2024-09-04 ENERGY -.•zr,rr•.rt :,� c l� Ti�161 Final Report Registry ID: 176768734 u:'�i � '� a Ekotrope ID: vgOyRyX2 Tov-,r HERS' Index • SavingsHome: Your •me's HERS score performance score. The lower the number,5 • $4,919 Southold, NY 11971 the more •y efficient the home.To Builder:learn more, visit www.hersindex.com 'Relative to an average U.S.home Roberts Premier Development Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 84.5 $3,589 2020 New York ECCC Cooling 4A $124 2018 International Energy Conservation Code Hot Water 15.3 $658 Lights/Appliances 23.5 $669 Service Charges $1,166 Generation(e.g. Solar) 0.0 $0 Total: 127.6 $6,206 HERSInclex Home Feature Summary: Rating Completed by: NN•r,om HomeType: Single family detached Energy Rater: Matt Wahl sso Model: custom home Ewisting 11 0 Community: n/a RESNET ID: 2572845 ►tomes 130 Conditioned Floor Area: 3,090 ft' Rating Company Energy Rating Service Inc uo Number of Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752 Reference i Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 Horne Primary Cooling System: Air Conditioner•Electric•15.5 SEER 90 Rating Provider: Building Efficiency Resources so Primary Water Heating: Residential Water Heater•Propane•0.72 LIEF House Tightness: 1221.6 CFM50 0.88 ACH50) PO Box 1769 Brevard,NC 28712 Ventilation: 65 CFM,65 CFM•30.1 Watts,30.1 Watts•Exhaust 800-399-9620 •�•w so TMsHom• OnlyExhaustOnly 40 Duct Leakage to Outside: 81 CFM @ 25Pa(4.01 /100 ft') 30 Above Grade Walls: R-18 'O Ceiling: Vaulted Roof,R-38 //� r� 'ta.:,:� •• ZeroEHn� o Window Type: U-Value:0.3,SHGC:0.28 Foundation Walls: N/A Matt Wahl,Certified Energy Rater n3 ftr„•, -4w LOU them Framed Floor: R-30 Digitally signed:9/23/24 at 1:13 PM 6 ekotrope reportThe Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calcu late-d without modifications to the energy model.(As Modeled) This • not . or guarantee. 1665 Glenn Rd Southold W IndexRating Date: . • Annual Estimates: Rating Company: Electric(kWh): 9,104.7 Energy Rating Service Inc Propane(Gallons): 1,061.0 Rating Provider: CO2(Tons): 10.3 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $6,206 PO Box 1769 Brevard,NC 28712 HERS Index__M Home Feature Summary: ,r,• Single family detached,4 bedrooms,3,090 ft2 ISO .w Heating:96.1 AFUE 10 Cooling: 15GSE l» ` iw Hot Water:Reference100Home Air Leaka ge•0 1221.6CFM0) Ventilation:65 CFM,65 .1 Wrnis x•�• •ExhaustOly w 30 Duct LTO: M 81 CFM @ 25Pa(4.01 /100 ftz) zero E� o Above Grade Walls:R-18 Ceiling:Vaulted Roof,R-38 Window:U:0.3•SHGC:028 Foundation Walls:N/A Ekotrope • . . 4.2.2.3485 - 1665 Glenn Rd Southold, NY 11971 Builder: Roberts Premier Development Model:custom home Community:n/a THIS HOME IS CERTIFIED TO MEET THE NEW YORK2020 ENERGY • i Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside 81 CFM @ 25Pa(4.01 /100 ft2) Foundation Walls N/A Total Duct Leakage 81 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Furnace•Propane•96.1 AFUE Slab N/A Cooling Air Conditioner•Electric•15.5 SEER Infiltration 1221.6 CFM50(1.88 ACH50) Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.3,SHGC:0.28 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: A*X Organization: Energy Rating Service Inc Digitally signed: 9/23/24 at 1:13 PM Ekotrope RATER-Version 4.2.2.3485 New York ECCC 2020 Certificate compiiarxe results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tod.All results are based on data entered by Ekotrope users. Ekotrope disclaims al I liability for the information shown on this report New York 2020 Label 1665 Glenn Rd Model:custom home Ekotrope RATER-Version:4.2.2.3485 HERS*Index Score:59 Building Envelope Specs Ceiling:R-38 Above Grade Walls:R-18 Foundation Walls:N/A Exposed Floor:R-30 Slab:N/A Infiltration: 1221.6 CFM50(1.88 ACH50) Duct Insulation:Supply:R8,Return:R8 Duct Lkg to Outdoors:81 CFM ,�25Pa(4.01 /100 ft2) Window&Door Specs U-Value:0.3,SHGC:0.28 Door:R-6 Mechanical Equipment Specs Heating:Furnace•Propane•9u.I AFUE Cooling:Air Conditioner•Electric•15.5 SEER Hot Water:Residential Water Heater•Propane•0.72 UEF Average Mechanical Ventilation:75.8 CFM Builder or Design Professional Signature: _ 4 ♦ - +" •_a. �•• i 4t u � .Zs `►,. , file ` {Wl � • ' If Y !� A F _ �. it • 1 ti lop E { l aW LS E� L v f OCT 2 1 2024 LL �� C a , r I✓ • i t/1 IrJJ� a a s y'��..,,;y l.� ! `� �` ill�♦'' ;35�/ 4a ` .�iC'��' I' � �— "`s`.rl�`-.«-w-:♦r..i^r.r+'�"�..��-_C...+-'-`c �� _�F.-.ss.c.,6+... , ♦ l s + 1 1/0 '' '. j. � t bWk� sd 1 t 1 mm�ooLM :x t r 4 i �.. +'� P 0 ` j i� ,1� t � � i i �� i 4 ,� �, "' .! i i ,.; ' � , i. .� t i � - i � f �'� f � — �. � .�—�. 1 '�- �.. � � •� ,, �, �. r, - i 4 � �, � , �o K � �� ,l, ► i ��, •� d t M1 �- � �: � I � / { � `� k - ,j—- � f �.\ I � y,, _. ,- . ._. , : � .. 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COMMENTS FOUNDATION ROUGHFOUNDATION (2ND) FRAMING PLUMBING C !!rll� owl�[ , INSULATIONSTATE FM map Wolin �`:�1�� _• SET. �► I . Idaz. � � • • 'fix 1AN 1 94 a n • ♦ ♦ .JIM • ^ 1 1 • 1 gut Fotk�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtpm=.Rov Date Received APPLICATION FOR BUILDING PERMIT D�..`� IV, For Office Use Only E PERMIT NO. S6L4 Building Inspector: JbN 2 2 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an �y c tg Owner's Authorization form(Page 2)shall be completed. Date:1/19/2024 OWNER(S)OF PROPERTY: Name:1665 Glenn rd LLC SCTM#1000-78.00-01.00-025.00 Project Address: 1665 Glenn Rd Southold NY 11971 Phone#:631-905-4789 Email:david@djcustomhomes.com Mailing Address:3 Sandie Lane Manorville NY 11949 CONTACT PERSON: Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-905-4789 Email:david@djcustomhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Arcitecnolo 9ies Mailing Address:625 Claves Neck Rd Southold NY 11971 Phone#:631-848-3321 Email:arcitecnologies@yahoo.com CONTRACTOR INFORMATION: Name:DJ Custom Homes, Corp Mailing Address:3 Sandie Lane, Manorville NY 11949 Phone#:631-905-4789 Email:david@djcustomhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION ©New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other P0°i $600,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 i PROPERTY INFORMATION Existing use of property:Vacant Land Intended use of property: Residential Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 � this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, _housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as.a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pVr �a' e : avid Roberts ❑Authorized Agent BOwner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF �. ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the /`2_ /V� (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 cJ 20 OR-q Notary Public MI PROPERTY OWNER AUTHORIZATIONEm VICTOR=Mar14, New Public York 60 (Where the applicant is not the owner) N0.01 alified iy mission ,2026 I, 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 n. A BUILDING DEPARTMENT- Electrical Wspelpfi i� TOWN OF SOUTHOLD cm Town Hall Annex - 54375 Main Road - PO V.D Southold, New York 11 971-09EQnVo,", — Telephone (631) 765-1802 - FAX (631) 765-9502 0 sea nd-(@,so utholdtown ny. 1, amesh(a-southoldtownny.gov _qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 03/28/2024 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 EZI I request an email copy of Certificate of Compliance Elec. Address.: 45 Ramsey Rd, Unit 5, Shirley NY 11967 JOB SITE INFORMATION (All Information Required) Name: 1665 Glenn LLC, David Robers, Member Address: 1665 Glenn Rd, Southold, NY 11971 Cross Street: Main Bayview- Phone No.: 631.905.4789 Bldg.Permit#: 50448 email: david@djcustomhomes.com Tax Map District: 1000 Section: 78.00 Block: 01 Lot: 025.00 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction, 200 Amp Service Square Footage: 13900 Circle All That Apply: Is Rough job ready for inspection?: F./I F7, g 11 YES NO h InEIF;nall Do you need a Temp Certificate?: Fv—(] YES ❑ NO issued On Temp Information: (All information required) Service Size 71 PhF—]3 Ph Size: -200 A # Meters 1 Old Meter# 0 0 New Service❑Fire ReconnectE]Flood ReconnectElservice Reconnect Ounderground Doverhead —]# Underground Laterals[]1 2 M H Frame 0 Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPI-ICATION !kkw h yoc?W)-4 Slesvill Li Ui W\�� Come,\C.\)i-q I:Lq -%wo mid BUILDING DEPARTMENT- Electrical Inspec�4f TOWN OESOUTHOLD Town Hall Annex 54375 Main Road - PO B.o 1: .7T, ;a Southold, New York 11 971-0959,E,;� . . ; r �631) ."65,-1002 - FAX 63'I 765-9502 T. IeNhorre , { } jamesh ag,southoldtownny.clov — sea ndCc southoldtownny.clov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (Ali Information Required) Date- 03/28/2024 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 rlec:. email- office@bigbearelec.com _ ° Elec. Phone No: 631.760.1997� _ ❑✓ 1 request an email copy of Certificate of Compliance Elec. Address.: 45 Ramsey Rd, Unit 5, Shirley NY 11967 JOB SITE INFORMATION (All Information Required) Name: 1665 Glenn LLC, David Robers, Member Address: 1665 Glenn Rd, Southold, NY 11971 Cross Street: Main Bayview Phone No.: 631.905.4789 _ BIdg.Permit 50443 _ email: david@djcustomhomes.com Tax Map District: 1000 Section: 78.00 Block: 01 Lot: 025.00 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction, 200 Amp Service Square Footage: 3900 Circle All That Apply: is job ready for inspecticn?: ❑ YES F NO ❑Rough !n ❑ Final Do you need a Temp Certificate?: ❑✓ YES ❑ NO Issued On Temp Information: (All information required) Service SizeW11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 0 New Service[]Fire Reconnect[:]Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead # Underground Laterals 1 2 Z H Frame Pole Work done on Service? Y �N Additional Information: PAYMENT DUE WITH APP ICATi N $Icy �� AIM l��au ViNkk come, %C, LAIXLI:.H `il6a 'fink n-), A' cork RCC C) _ PERMIT# Addres§: Switches Outlets GFI's I Surface Sconces H H's UC Lts Fridge HW POOL PanellAL, -e - r3 b#4 Fans Mini Fr. W/D Pump 42, D -n/--/, Exhaust Oven Cj Sump Heater Trnsfmr Smokes DW� Generator Salt Gen.2Zo Carbon Micro GrbDis Water Bond i, f , U Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo C Cooktop Minisplit Blower AC AH Hood C Blower Service Amps Have Used Sub Amps Have Used Comments , Owner: 1665 Glen LLC Address: 1665 Glem Rd, Southold NY 11971 L' 'l _ - 0OT 1 0 P-024 1...: 113 --- '�/}J -- - --- - ------- ..- -- --- ._.......... _._ -- - - - - _ ont — (,�i✓�CpQ PAY' -- ------ - ��'`"'�� ------------- - - - - Electrician Name: Paul De1.Lcia, Big Bear Electrical Contracing _ Address: PO Box 606„ Yaphank, NY 11980 Fax: 1.518.270.6899 Email: office@bigbearelec.com O�OSVFFQ(, COG BUILDING DEPARTMENT- Electrical Inspector �� . yam► TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road -'PO Box 1179 o • Southold, New York 11971-0959 y�jOl �0�' Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(@-southoldtownny.gov - sea nd(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 1/19/2024 Company Name: Morrison Electrical Consultants Inc. DBA Electric Joe Electrician's Name: Joseph Morrison License No.: 48402-ME Elec. email:electricjoeinc@optonline.net Elec. Phone No: 631-478-8006 El I request an email copy of Certificate of Compliance Elec. Address.: 117 Hedges Ave. Patchogue NY 11772 JOB SITE INFORMATION (All Information Required) Name: 1665 Glenn LLC Address: 1665 Glenn Rd Southold NY 11971 Cross Street: Grissom lane Phone'No.: 631-905-4789 Bldg.Permit#: 50 q, V email:david@djcustomhomes.com Tax Map District: 1000 Section:078.00 Block: 01.00 Lot:025.00 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 3500 sq ft home with new 200 amp service Square Footage: 3500 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 21 New Service[—]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 DH Frame ✓ Pole Work done on Service? Y rV-1 N Additional Information: PAYMENT DUE WITH APPLICATION g�FW/C BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Tow_n Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �yfj01 �a0� Telephone (631)765-1802 Temporary Certificate # Date Age, 2024 Customer Name U k Electrician Name 9aul o al Address` GlennPhone U51 -i6O I q q- e-mail day, 31 nolocaborm.com e-mail CEI .cam Phone (,PSI `7 kq License# \\AF._ Size_A&CD_A Phase Overhead Underground 1of* #of Meters Remarks #of Underground Laterals 1 2 New V00 "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N hit Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. 1 Authorized by �SVFFOL��O Town Hall Annex ,�Zd �¢ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 coo z Southold, NY 11971-0959 �s► . ^� BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF.TRUSS TYPE CONSTRUCTION:..PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Date! ��16zg Owner: J_(�5 (OLAA LL_C.--. - Location of Property: )6(S (4 0 n=f2 Please take notice that the (check applicable line): 'X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): 1t Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor a roof framing (FR) Signature:_ Name (person submitting this form): D LV(J) Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 LAND NOW OR FORlWMY OF SURVEY OF LOT 34 EDWIARD J BAUMANN !R & RRIM POMWODA MAP OF )PEST CREEK ESTATES xS 7WOW30 I E 105.00" , SITUATE AT SOUTHOLD FR. 2.6'Nr IX XFE. 1.8'N EDGE OF WOODS *Z`�' TOWN OF SO UTHOLD % LD'� n zO'N SUFFOLK COUNTY, NEW YORK � r x FILED: 0811911963 MAP No. 3848 LOT 34 S.C.T.M. No. 1000-78-01-25 L x LOT AREA = 22,826 S.F. ELEVATIONS PER NAV88 DATUM k 0 I EXISTING LOT COVERAGE = OX EXISTING LOT CLEARING = 82 S.F. = 0.2.E SURFACE )PATER IS LESS THAN 300' FROM WOODED 20 o SUBJECT PARCEL. x ;L, TEST BORING 321' 9.1 APPLICAW% EL.= 12.1 PROP. PROP. o TANKS DAVID ROBERTS 0.5ROWN LOAM OL w I.G.P. �$BROWN SILT ML DJ CUSTOM HOMES le 3 c �:s6' "to 9 6, o Cm DAVID®DJCVSTOMffOMES.COM O PROP=1 631-905-4789 PALE BROWN SAD SP DRYW AU Ts; 8'0-8'D c ^ tiro N!0 as PROPOSED SAWARY SYSTEM (4 BEDROOMS) 10.7' w � N 65.8' Q '� L►� I A OUTS TREATMENT SYSTEM DESIGNED BY WATER IN PALE 6o. A p,0 PORCH�� o C STUDIO A/B'ARCHcrEcrs SAND P02 NE y O 3'7 20.5 4 24:1 W�, OROP. , p a , `W= DRYW►ELL f! 17' O to 6'!s-7'D w STORMWW'ATER CALCULATIONS BY STUDIO AIB ARCM ECTS WATER ENCOUNTERED 10.7'BELOW SURFACE N w PROPOSED c co AREA: 3,178 S.F SF X 2/12 (0.167)= 530 CF NEEDED 11/07/2023 ° q 1 & 2 STORY _- PROVIDE 8' DIA.• X 13' DEEP LEACBING POOL = 660 C.F. BY McDONALD GEOSCIENCE , �L 4 BEDRO. 1 0 L_ 4.0' FF. .22.8' , •0 eb GF�EL.17.0' nBVF� 0 6.0' • 3 ti0.20.8' 2A2A L.16. ')ZD GUARAMEES OR COMRrATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES 23.5' PORCH ti' ".V4 A f FASE11400 NOT SHOWN AND,U17LTIY POLE LOCATIONS ARE,NOT GU4RANTEED. (EL,19.0) 6 THE OFFSET DIMENSION SHOWN.HEREON FT7OM THE STRUCTURES TO 7HE PROPERTY LINES ,l C, ] ARE FOR SPECIFIC PURPOSE AND US$ THEREFORE ARE NOT INTENDED TO GUIDE THE V ERECTION OF'FENCE?i RETAINING WALL$-POOLS, PAnOS,.PLANTMAR&% a ADDITION'TO BUILDINGS AND OTHER'CONSTIMRON INE EX51STENCE OF RIGHT OF WAM WETLANDS AND/OR FASSI MS OF REC0R0.IF ANY, NOT SHOWN ° PROP. �� ARE NOT CU04WEED I/A 0W rS 9 UN4UWOR2W ALTERATION OR AODMON TO THIS SURVEY 6 A WOLAnON'OF' tip' SECOON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY MAP SYSTEM �oj TEST NOT BEARING NOT BE CONS IHDERLL A TRUE ViUJD COPY.TURE AND RED INK OR EMBOSSED SELL SHALL HOLE ALL LOCATIONS OF MID DISTANCES 70 WELLS_AND CESSPOOLS ARE BY LOC477ONS OTHHEERSH SINCE MOST AR NO�eLE�/LOOCA17ONS AND DIM�oOED NNS CANNOT MON a '� BE CER71RED. U.P. FND aQ ' 13y 66 0.2'E �00.2 6 `''1 �60 OH. 1/IRTsS tiZb % O 6 � KOUT o �0. 8p9.61 tCL7.67 11. 75 09 3 112 3 EDGE OF PAVEMENT' EP13.31 EPi1.97y9.70 gp . EP18.50 EP15.07 EXISTING WATER MAIN �L11.60 c +CL13.55 >;P9• +CL15.22 Ep11.S7 +CL16.57 SP13.1a { NOt� SECCAFICO LAND SURVEYING PC Ep16.14 EP14.75 EDGE OF PAVEMENT e r..�E'CC U.P. ` & GLEN11 T ROAD `` ''� t, 500 Montauk Highway New York 11955 lzs ,a , Moriches, (50 f .1 ram; Phone: (631) 878-0120 Phone (631) 728-5330' WIDE) pseccatico@optonline.net f Pat C. Seccafico. PLS Pat T. Seccafrco. PLS DATE: 0310612024 (REVISED BLDG.) �., =A� '� �:�;� NYS Lk. No. 051040 NYS Lid. No. 049287 ' DATE: 0310112024 (MOVED PROP. BLDG.)DATE: 1111612023 (TEST HOLE ADDED) copyright - 2024 Seccofico Land Surveying PC PROJECT No. 64380 SCALE: 1" = 30' DATE: 1012412023 SANITARY SYSTEM DESIGN: EDWD RD , OR F 8 HOUSE: EVEtOPED US P M tR�POF #OF BEDROOM: 4 REQUIRED 440 GPD,AS PER TABLE 3, SCDHS RESIDENTIAL STANDARDS ` FE 2 BLIC WA�E WODq R i VENT TERMINATION _ VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE i ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM ADVANCED TREATMENT UNIT: FUJI CEN 5 S' I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY p�' k � � 5�� ' HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY �.� 4' 9 30► �� 4' -C"IIAI��, � N ��5 00 i PORTION OF THE ROOF. LEACHING SYSTEM: LEACHING POOL,WITH SOIL REPLACED FOR DIRECT h rEN�\ I I ADDITIONAL VENT NEAR R P IS CONNECTION TO SP SOILS I E EDGE D OPTIONAL IF NO HOUSE TRAP REQUIRED: FOR 0 TO 413EDROOMS:300 FT2 SIDEWALL AREA, \ GE OF 11,00 i I DESIGNED: 5 GANGED LEACHING POOLS,EA. 3' DEEP, V DIA,AS PER FIGURE 3, I l ?•, MAP ` DS SEWAGE DISPOSAL SYSTEM FOR HIGH GROUNDWATERCONDITIONS � LINE � I POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, FOR UP TO A FOUR-BEDROOM RESIDENCE / x'�` I SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL I I 50% FUTURE EXPANSION: (3)3'DEEP, V DIA LEACHING POOLS I I CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION LO 1 P. O,�r i BLOWER IN COVER ON PAD T 3. HOUSE I 4 WASTE CAST IRON WITHIN 2'FROM 34 I GENERAL CONDITIONS: W SITE PLAN BASED ON A I FOUNDATION WALL, CONTINUED TO a / SURVEY OF LOT 34 I i CLASS 2400 OR SDR 35, (OR SDR40) 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COU NTY DEPARTMENT OF HEALTH 0 U / I I 1/4"PER 12"SLOPE MIN. SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE W co MAP OF WEST CREEK ESTATES STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S fNSTRUCTIONS. W SITUATE AT SOUTHOLD EL.22'+/- I I p �� SUFFOLK COUNTY NEW YORK I 4"WASTE (D5A3LDEEP,8' I I CLASS 2400 OR SDR 35, 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO W FILED:08/19/1963 MAP NO. 3848 1/8" PER 12"SLOPE MIN. CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J 6"RISER;24"MAX (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, ` x l U S. T AREA A= 1 ,826 -01-25 I EL. 18'+/- EL. 17.0'+/- PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, x- /' LOT AREA=22,826 SF I "' LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE / ELEVATIONS PER NAV88 DATUM i _�. - J;� CONCRETE _ I_- z COVER a HOLDERS. Cfl / BY I I N O / SECCAFICO LAND SURVEYING PC ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. i 2 500 MONTAUK HIGHWAY,MORICHES, NY 11955 1 ---- 3. O --� .: UNFINISHED ---- 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND / 2 U A9 PAT T.SEC 4/2023 , LIC#049287 BASEMENT i MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE '" DATED- 162'2023 C1j � � -\ / i� /� � SITE IS� 162'TO WEST CREEK FUJI CEN5 s.a PROVIDER. / 221 _ / 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK �] PROp S / /�V I DIAP� �� PROP MIN. COUNTY DEPARTMENT OF HEALTH SERVICES). £- W/MNj/ - /Dw Fort T 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED o IY00I)ED POOL // ' ANkS STORMWATER CALCULATIONS REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; / cU AREA:2674 SF X 2"/SF(0.167)=445.67 CIF NEEDED HIGHEST EXPECTED _ ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER / 0 8'DIA DRY WELL=22/35 CFNF O GROUNDWATER EL. 6.0' .' z / HIGHEST EXPECTEDCD REQUIREMENTS THAT SCDHS DEEMS NECESSARY. OJ 445.67/22.35= 19.95 VF NEEDED iv ih o �� x / / GROUNDWATER EL.6.0' `rm � O N d OR 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: C° Y w / M PROVIDED: 20 VF _ _ _ _ _ 7 _ _ _ _i _ _ -� _�_ _ z I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN x � ,� ' (1)8' DEEP,V DIA DW w W -O W w - - - - - - -WOF NINETEEN(19)MG/L OR LESS. "'� / �, PROP s'DEEP W �` r _ Y 1- (2)6 DEEP, 8 DIA DW > 0Y > Z > j u_ �'STyF s DIA a z O Q z IF THE EXISTING SOIL IS p,, 11 N z _ _ z O ALTERNATE LEACHING I (8' DA WMENQUS DW'i� O °0 NOT SP OR SW, EXCAVATE �, SYSTEM FOR HIGH ST SEPTIC/TREATMENT CONSTRUCTION CRITERIA: E 1.SEPTIC/TREATMENT �Dw W ,, AND REPLACE W/CLEAN O GROUNDWATER I ALL NON-CONCRETE TANK WALLS, FLOORS,ROOF AND ACCESS COVERS SHALL I EL. 0'+/- SAND AND GRAVEL, 17CONDITIONS FOR UP TO RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). POWER SUPPLY CONNECTED TO DEDICATED I r PROP 2.s- / f r, O 0 - - - - - - - IL NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO - TO REACH HI SP AND/OR I m w FOUR BEDROOM THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS 115 VOLT AC, SINGLE-PHASE,20 AMP CIRCUIT FL yF _ SW SOIL,WHICH DEPTH IS _RESIDENCE _ (5)-8'DIA. 3'DEEP LP EC,22 , RAN) 'MORE THAN 6'_ - - - - - "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI BREAKER ON HOUSE MAIN x 0 E MOUSE l �cv Z1000-2007 AND ANY UPDATES THERETO. CONTROL PANEL ' i r 0 5 10 15 'FT III. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER / I r- AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE BLOWER IN COVER Ol�PAD COINLET END OF THE TANK: ' 1. MANUFACTURER NAME OR LOGO ' VENT ;� Co 2+' �j r 2. CAPACITY AND NUMBER OF OPENINGS o n SECTION DIAGRAM 3. MAXIMUM DESIGN LOAD /� '� FUJI CEN 5 _ 1 / 1 W ` 3/16" - 1'-0" 4. THE DATE MANUFACTURED. i / IV ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE,BE / 3 p W 3 / �' tl LOCKING, ° O ' �- TAMPER-RESISTANT,WATERTIGHT, INSECT-PROOF,FLAT,SKID-PROOF,AND BE / u, I W O U APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF w` (5)3'DEEP,8' IA L i/ k WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. OF 2500 LB FOR 60 MIN WITH A c ' I FUTURE 50% P EXPANSION AREA( P) a FEiP / U q w a MAX.VERTICAL DEFLECTION OF 1.5 IN. / 6'DIA V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE x��'� 3 , � •-7 W O sFPTIC AJO 5'M1N i 1 I o Uco TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, ��_�i �^ INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. FND I ' ,W VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR Q �ei,� ° m DEVICE SHALL BE PROVIDED. U'P• 0 S -� 9 Q � /N%-- 1 1 ` i a ! 2.SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT'AND CONSTRUCTED OF SOUND E ��e 10'M1N AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR �� o EDG � z a a. TEST 2� N � TEST BORING DECAY. r�r E OF p L - \ �'N� ° ° /HOL �, s I EL.= 12.1 A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY 10.50 PAVE 0�' /a E i MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING NT x FI�IIE / r �.� _N �50 �� AD OL BROWN LOAM METHODS. +C' I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A r t Q 5% r,;hl_o 9 3 �- LOSS OF 10%OR LESS. �� --jV N ML BROWN SILT II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT F;r'lr;• Eh 1 L ' I �I 3' ELEVATION +c'r.l:;.•: 3 FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD EXISTING h A ( �° Q I 13 5.6 6 PALE AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 _ - HOURS. 1�. .; +CL13.ss R MAIN Er'11.3; SP_j BROWN Design Proifessional's Certification Required. B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A E1 9 , WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED SAND Submilt P.E. or R.A. Certification For TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP, �3.113 +CLI I•�;o � Er;.-lo 10 7' The Installation and Construction of the Sewage Disposal System ED w +CL9.','o WATER MAIN WATER IN 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET W GE Oj PAVEM Er,11.,,, o +C1./.5i DIARK OUT SP PALE Use Form WWM-073 INVERT TO THE BOTTOM OF THE TANK COVER. ;� T E1VT L BROWN Er'3.1 r I, � FINE SAND EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY Et' 4.ACCESS TO EA q 1 `/ ;•I' AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER, 11 AND IN COMPLIANCE WITH 5-111 AND 5-1146 (50 -7 OF CDHS RESIDENTIAL STANDARD 2016. ' OAD �i WATER ENCOUNTERED 10.7' BELOW A L OPENINGS SHALL MEET THE OPENINGS SHALL BE PROVIDED LLOWING OVER ALL INLET REQUIREMENTS: OUTLET PIPES ALL DEVELOPED pA rr IDL' t j P SURFACE B. WHERE EXTENSIONS RCELS 11/McDO3 SUFFOLK COUNTY aEPARTN"'NT OF HEALTH SERVICES C. SEPTIC TANK&I/A OWTS EMAN MANUFACTURERS SHALL PROVIDE A LABEL OF WITHIN 1IVE 50'OF SUBJECT PARCEL U �rST BY HIGHEST EXPECTED LD GEOSGROUNCIENCEDWATER I` MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN SE PUBLIC 0a0 ELEVATION 6.9 BASED ON US S DEPTH PERMIT FOR APPROVAL O F CONSTRUCTION I`O`� A "ENTRANCE INTO TANK MAY BE FATAL" WATER TO GROUNDWATER VIEWER SINGLE FAMILY RESIDENCE ONLY SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: 1 I/A OWTS LAYOUT n TEST HOLE DATA " = 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE 1 20'-0" 1" - 20'-0" IMPLEMENTED, 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH DATE 1/18/2024 -,S- REF.F. R-23-1809 A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY LEVELED AND APPROVED Pi COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK&IA4 OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND FOR MAXI j UMa.'_ C 4 BEDROOMS COMPACTED IN 6-INCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, AND CONSTRUCTION DEBRIS. EXPIRES THREE YI ARS FROM DA Or APPROVAL 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC TANK &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER PROJECT: NO. Description Date THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. Innovative and Alternative Onsite GENERAL NOTE Wastewater Treatment System 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: (I/A OWTS) 1665 Glenn Rd. GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. studio a b architects -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION r-�- 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Riverhead, West Main Street, ✓QI EM M.-8 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNCWATER IS HIGH OR FLOOD Riverhead, NY 11901 �'��g 631 5912402 CONDITIONS EXIST. 6313231426glynts@studioabarchitects.com mailing address: Q' PO Box 444 �,9 k 2AS �O Orient NY 11957 pF IN ABBREVIATIONS: & AND LP LEACHING POOL @ AT MAX. MAXIMUM B.C. BOTTOM OF CURB MIN. MINIMUM Owner: BOTTOM WALL N.T.S. NOT CO 1665 Glenn LLC I/A OWTS Layout CONC. CONCRETEE PROP. PROPOSED C.O. CLEAN OUT REQ. REQUIRED DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF Project number 23232 E or ELEC. ELECTRIC HEALTH SERVICES ELEV.or EL. ELEVATION ST SEPTIC TANK G GAS T.O. TOP OF Date 12/18/23 `t property Tax Map#: D b HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB Drawn y GB N • I/A OWTS INNOVATIVE:AND ALTERNATIVE ONSITE TW TOP OF WALL 1000-078.00-01.00-025.000 N WASTEWATER TREATMENT SYSTEM W WATER E E ATTACH�� E T ' S Checked by HA M dd INV. INVERT W/ WITH o LG LEACHING GALLEY site street a 1655 Glenn Road ress: N C.01 N Southold, NY 11971 o 1 00 Scale As indicated CNI 2-1/2"VENTILATION SCUM BAFFLE g PIPE ' 7'- 10 3/4" CONNECTION RECIRCULATION — FUJI CLEAN CONTROL PANEL 2'- 101/4" 2'-7 1/2" 2'-0 3/4" AIR LIFT PUMP PVC WELDED 6FT LONG WIRE INSTALLED ON WOODEN POST CONNECTION 8 1/8" SERVICE RECEPTACLE TERQI$ i[b 16 IN-L1 DISINFECTION MANUFACTURER mg - - — - - _ --_ - --- Control Panel Wiring Diagram p.2 CYLINDER TANK WALL PROVIDED PROTECTION COVER _ ,� ® r Q © Q,TBI (OPTIONAL) CONNECTION ° HARDWIRED PLASTIC LANDSCAPE STONE + + ---r----r---r--- a ADAPTERCf) © .FROM BY ZABEL ENVIRONMENTAL,OR EQ. + <*I 4" INLET PIPE 4"OUTLET PIPE m �G CLASS 2400 CLLRSS52400 OR „ 7 1/8" POWER RSDR35 rna° http://zabeizone.com/ i 3/4 PVC CONDUIT SUPPLY + + + + + + I + 10/4" PER 12" o �A 1/8"PER 12" AIR LINE STABLE BASE I N i �v�e+ i + + + + V + + SLOPE MIN SLOPE MIN 1/2"AIR BUTYL SEALANT MAC 80R PLAN VIEW + +�jF + _ NOT TO MOVE BY FROST ACTION , + ,� R + 3/4" DIA. + ALARM FLOAT I � $ I INTAKE PRESSED AROUND - TO FUJI UNDERGROUND AIR LINE TO CEN-5 UNIT + _________1�_,___ Ana rLaat. T N ® EFFLUENT PERIMETER OF ti CEN FLEXIBLE 3/4"AIR LINE:3/4"PVC CONDUIT �------- ► + I INLET BAFFLE 03 AIR LIFT THREADS (O UNIT I I © PUMP 4 3/8" bo 4 3/8" %" FLEXIBLE IRRIGATION LINE, 100 PSI MAX, I INSTALL �_____________, I MAY ALSO BE USED FOR THE AIRLINE I I SECONDARY PW SAFETY RECIRCULATION PIPE FLOW BAFFLE �J 1/2"AIR INTAKE P i C:BIOB TEST. NORMAL, SILENCE DEVICE,TYP. (CLEANING B 3/4"AIR LINE TO BE AIR INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 80R BLOWER DETAIL ,15 T FLOW OPENING (TYP-) N.T.S. -�- 2 aHa ' OPENING) CONNECTED AIR LINE TO BE IN aEaamR TNSID8 PLAN VIEW MIN.6"DEEP + ataRN I s • AHt11 FLOAT SENSOR CONTROL.CONNECTION � LUG ® a CIRCUIT BREAKER N • TRENCH 43 TD I , 20" INSULATED COVER - 24" INSULATED COVER INSTALL SECONDARY CHAMBER VOLUME VOLUME (GAL) BLOWER SPECIFICATIONS NOTES: �$"a I N 1Nu ON INSULATED 6" RISER ON INSULATED 6"RISER SAFETY DEVICE,TYP. 24"INSULATED COVER 1 SEDIMENTATION CHAMBER 277 MODEL: MAC 80R PRESSURE (24"MAX.)BY TUF-TITE, (24"MAX.)BY TUF-TITE, DISINFECTION ON INSULATED 6"RISER 2 ANAEROBIC FILTRATION CHAMBER 278 AIR FLOW: 2.8 CFM BRANCH CIRCUIT PROTECTION,OVERLOAD SWITCH s o PROTECTION AND MAIN DISCONNECT OR EQ. OR EQ. 7,11 CYLINDER (24' MAX.)BY TUF-TITE, 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:2.2 PSI PROVIDED BY OTHERS AND MUST BE TBI FSI1s TBI \ttl3 (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 63 POWER: 120V/1.OA/60Hz 3 5 DISINFECTION CHAMBER 4 OUTLET CONNECTION: 3/4 INCH SIZED ACCORDING TO PUMP/MOTOR vj�s XI/ R `X2 FLOW OPENING TOTAL VOLUME 749 WEIGHT: 11 LBS MANUFACTURING SPECIFICATIONS. ALARM FLOAT DEACONa� POWER CONSUMPTION: 55 W 4" INLET PIPE N POWER CABLE: 6 FEET EXTERNAL COMPONENTS(COMPRESSOR �' HWL BOARD TYPE SYSTEM SPECIFICATIONS AND/OR PUMPS,AS APPLICABLE), iv _ _ CONTACT MEDIA MODEL: FUJI SEN-5 ° INSTALLATION/OPERATION& T- _ ANAEROBIC MEDIA PP/PE FILLING RATE 32/o PROVIDED BY OTHERS AND MUST BE U.L. WATERTIGHT o - BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENANCE NOTES: APPROVED THERMALLY PROTECTED CB120 TBI ., N SEALED WL L RATE 16% - INSTALL BLOWER ON STABLE PUMPS a Atoms—+s________.._---'i t ...._________. ____ FLEXIBLE JOINT © AEROBIC MEDIA PP/PE FILLING RATE 57% BASE, SUCH AS CONCRETE OR CMMSSOR FASTENED TO ( TEMPERATURE RATING OF FIELD BLOWER 2.8 CFM CONDENSING UNIT PAD BY CIRCUIT flREAKCR THE PIPE W/ ;r, © ® TANK FRP DIVERSITECH www.diversitech.com INSTALLED CONDUCTORS MUST BE AT STAINLESS STL a� ® RECIRCULATION PIPING PVC/PP/PE OR EQ.). ENSURE ADEQUATE LEAST 140 DEG. F. (60 DEG.C.) RETRACTABLE 'j' r= `T' A i CLAMP, TYP. �r ® ~ ASSEMBLY ACCESS COVERS PLASTIC VENTILATION AND PROTECT TERMINAL STRIPS AND GROUND LUG USE • M N DISINFECTANT(OPTIONAL)CHLORINE TABLETS AGAINST SUNLIGHT. COPPER CONDUCTORS ONLY. AERAraR -'- MAINTENANCE REQUIRES A TRAINED TECHNICIAN. ® © NOTE - FOR MAXIMUM EFFICIENCY, CONNECT GROUND LUG IN PANEL TO A 11 AEROBIC MEDIA AFTER LEVELING THE TANK, FILL THE INSPECT AND CLEAN INTERNAL AIR SECURE EARTH GROUND ' SEDIMENTATION TANK(#1)WITH FRESH WATER TO THE LOW WATER LINE. FILTER ONCE EVERY 3 MONTHS calzs TBt AERATION ASSEMBLY - VALVE DASHED LINE PRESENTS FIELD WIRING a A%'I _____ ____ ________ ____ ' FS128 REPLACE DIAPHRAGM/VA s -- � - _ N ASSEMBLY ONCE EVERY 12 PUMPI I -<° , o Q.°. . . . . ;° ° - - .. -•-a" ;:a - , MONTHS CIRCUIT BREAKER PIMP FILGA7 (NOTE: A DAMAGED DIAPHRAGM SECTION A-A VIEW 4 TO 6"SAND AND GRAVEL BED SECTION B-B VIEW WILL TRIGGER THE P CEN 5 1/4"TO 1/2"COMPACTED, LEVEL AUTOMATIC-STOP FUNCTION). 0 1 2 FT TO WITHIN 1/8" I I FIELD WIRING CONTROL PANEL FUJI CEN 5 DETAILSELECTRICAL DIAGRAM - FUJI 1 1/2" = 1'-0" N.T.S. BACKFILL MATERIAL TO BE COARSE SAND AND GRAVEL Z z CONCRETE 7- g IMPERVIOUS SOIL COVER N i ® ® ®01 ® uEs . 3 0, INLET - in ® ® ® ® ® ® — MIN.4" DIA. - - = ® ® ® ® a •-MIN. 0 2 4 FT APPROVED ° - . °,; r MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED PIPE a`° `,� _` -- " - ° ' o `z `` _ - ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP PITCHED 1/8 _ - _ _° PER 12"MIN. SHOULD ENTER THE MIDDLE - 1-- F �) RING AS HIGH LMIDDLE OUTSIDE IF THE EXISTING SOIL IS NOT SP OR E ATTAC H[Al E R T AS POSSIBLE cn (S) PRECAST CONC PRECAST SW,EXCAVATE AND REPLACE W/ Lu RING CONC RING CLEAN SAND AND GRAVEL, W TO REACH TO SP AND/OR SW SOIL, j SEWER PIPE DOUBLE SIDED HIGHEST RECORDED HIGH CROSS- WHICH DEPTH IS MORE THAN 6' GROUNDWATER OVER PIPE 45 DEG. ELBOWS WYE ELEVATION 1.0' LASCO D448-040 30 DEG ELBOW 60 DEG WYE OR EQ. ALTERNATE LEACHING SYSTEM FOR HIGH GROUNDWATER CONDITIONS FOR UP TO ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE 132: FOR USE WITH FOUR BEDROOM ST RESIDENCE BLDG.EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION ( W/DOUBLE SIDED SWEEP ` CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC O LEACHING POOL DETAIL 4 CLEANOUT DETAILS 3 1/4" = 1'-0" N.T.S. PROJECT: No. Description Date Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS) 1665 Glenn Rd. studio a/b architects 651 West Main Street, Riverhead, NY 11901 AR 631 5912402 X �g M.e 631 3231426 glynis@studioabarchitects.com ) r mailing address: * , , PO Box 444 , qW Orient NY 11957 OF N Owner: 1665 Glenn LLC I/A OWTS Details Project number 23232 Date 12/18/23 M M property Tax Map#: Drawn by GB 1000-078.00-01.00-025.000 Checked by HA o site street address: 1655 Glenn Road C 02 i,4 Southold, NY 11971 Scale As indicated LAND NOW OR FORMERLY OF SURVEY OF LOT 34 EDiIARD J BAUMANN JR & IIIs'LLI POLiADDA I S 75009'30"I E 105.00' MAP OF WEST CREEK ESTATES SITUATE AT SO UTHOLD �'„ 2.8 X IX � 1.8'N EDGE OF fY00DS ,�� TOWN OF SOUTHOLD 4' CHAIN LD1TK FENCE d SUFFOLK COUNTY, NEW YORK raj°+• �g�' FE. 2 0'N U r x 9 FILED: 0811911963 MAP No. 3848 LOT 34 I S.C.T.M. No. 1000-78-01-25 x LOT AREA = 22,826 S.F. LEVATIO PE R ER NAV88 DATUM I EXISTING LOT COVERAGE = 03� All x E LISTING LOT CLEARING = 82 S.F. = 0.2X SURFACE WATER IS LESS THAN 300' FROM WOODED ti� SUBJECT PARCEL. x O PROP. IV 9 APPLICANT: �q,• ; o TANKS DAVID .ROBERTS eo i DJ CUSTOM HOMES o as DAVID®DJCUSTOMHOMES.COM 0 631-905-4789 C M�CONCRETE PIERS �9 6 i 31.7 �24.1 O J ,JUN 2 2o24 H O BUILDING DEPT. CONCRETE 23.9' "'� TOWN FOUNDATION 6.0 ..F u�O ��1Q)1.. T.F.=18.80 � o 0 18.FE P ti 40 2 R+� GUARANTEES OR CERTTfIGAONS ARE NOT 7RANSFLRIBLE UNDERGROUND URURES ��• 04 21.0 N 1 U q EASEMENIS NOT SHOWN AND URUTY POLE LOGDONS ARE NOT C ARAM®. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES 70 THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO GUIDE 7HE U ERECRON OF FENCES RETANNG WALLS; POOLS,PAROS PIANRNG.AREAS ADDITION TO BUILDINGS AND OTHER CONSTRUCRON.7HE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR FASEMENIS OF RECORD, IF ANY,NOT SHOWN ARE NOT GUAR MM UNAUTHORIZED ALTER4770N.OR ADDITION TO THIS SURVEY IS A VIOLARON OF Lq x g� SECRON 7209 OF THE NEW YORX STATE EDUCA770H LAW. COPIES OF THIS SURVEY MAP W NOT BEARING THE.LAND SURVEYORS SIGNATURE AND RID m OR E7Nsom SEAL SHALL ®� b NOT BE CONSIDERED A TRUE VAUD COPY. x1o6ALL Loamm OF AND DISTANCES TO x1� C � FROM HOMmwNERS FIELD OBSERVA ONSEAND%OR/N aN oA erNNmLO Ou NS C OTHERS SINCE MOST ARE NOT VISIBLE THESE=47IONS AND DIMENSIONS GNNOT MON aQ U.P. �/T BE CMMRED. FND 12 "� 135 fjb �` 4x _'.� 0.2'E ��6 S�0 . 0 6 1PATE 9 r U.P. N 75009 30 iP 112 3 Bp9,s1y7.s7 M� 11 EPl1'•3.7 .EDGE OF PAVEMENT Ep13.31 EP28.60 EP16.07 EXISTING WATER MAIN 4L11.80 c +CL9'70 gp7• TCL19.66 EPe•' +CL18.67 +CL16.22 EP31.37 EP13.18 SECCAFICD LAND SURVEYING PC Ep18.14 Ep14.76 EDGE. OF PAVEMENT OF NE� y GLENN ROAD NY ��.U. SE� � o 500 Montauk Highway P• �-� ,c� 12S CO ��i ° Moriches, New York 11955 (50, Kim) * * Phone: (631) 878-0120 Phone (631) 728-5330 pseccatico@optonlfn`e.net 04/26/2024 (FOUNDATION LOCATION) Pat C. Seccatico. PLS Pat T. Seccafrco. PLS 0310012024 (REVISED BLDG.) 069040 QJ� NYS Lic. No. 051040 NYS Lfc. No. 049287 03/06/2023 (TEST HOLE ADDED)/202 (MOVED PROP. BLDG.) 11/16 LANO SJ copyright — 2024 Seccoftco Land Surveying PC ' PROJECT No. 64380 SCALE: 1" = 30' DATE: 1012412023 RMERLY OF EDIFARD Jr BA OW OR M& KELLI POLINODA SEPTIC (SUPPLIED BY OTHERS SURVEY OF LOT 34 MAP OF BEST CREED ESTATES -- S 75009'30"x E 105.00' S. A , B , SITUATE AT LSD UTHDLD FE.r 2.6 X ` lx - x 1.8'N EDGE OF WOODS *� ,SEPTIC TANK 7' 4,2, TOWN OF LS0 iJTHOLD DIST. POOL 33 51 4 C LINK FENC �� FE. z 0�N LEACH. POOL 31 ' 46' SUFFOLI r (;O UNT Y, NEW YORK s. TREE ROW s E egg FILED: 08/19/1963 MAP No. 3848 L, LOT 34 S.C.T.M. No. 1000-78-01-25 t b PROP. LOT AREA = 22,826 S.F. o TANx I^ � TYr� ELEVATIONS PER NAV88 DATUM FIL TREE Roy LOT COVERAGE = 3,228 S.F. OR 14.1 Z X GATE X 4' CHAIN Mff FENCE " " X _mil ' try LOT CLEARING = 21487 S.F. = 94.1 Z SURFACE WATER IS LESS THAN 3000 FROM > SUBJECT PARCEL. COP• G 37.4' ' ''J APPLICANT: x INGROUND Tfr.20.3 O PROP. c-6 POOL o TANKS --' « �.j DAVID ROBERTS I_s I 1 ' f„�J t DJ CUSTOM HOMES =' DAVMODICUSTOMHOMES.COM O x DRYWELb DRYWELL coo CID c ti l 631-905-4789 C� B 0, 8 D B1P.19.84 k~ TiF.20 O ko 56.7 H TW.21.70 R/0 FRAME DECK �l• y, F r 1 r 'a Oil+ k 92.0 24.1 IT.15.29 O �,; �. i r k It; TW 15.97ko co o ca 1 dt 2 STORY 01 s <: (" OCT,_ .�- = {� t., * c- <. 1 i 202�4 d ) � FRAME r �•"� `I A, < ram• �r I '�^• (W Y"� {.I Y O❑ 1. RESIDENCE v�• • 5.9 ` -- _. SUFFOLK EALTH SERVICES w N0. 1885 r _.� �__ .,, � � CO.. ti kN k FF.22.05 OFFICE OF I'VASTEWATER &RIGMT • N !'. 'rt 6 CR BLOANE13.ALARM 21.1 -" 0 22.3 1�� , i EASG�OR NOT CD AND UTILRE NOT POLE L NSFEWL RE OMRODUND U ES M. 5 N R/0 SLATE S THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY TINES PORCH Q . ry,_,. ARE FOR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO CUfDE THE (5.2' SIGE) p. W CQ ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, DW.18.94 ASPH. 1P •4 R+ ADDRiON TO BUiLDHVCS AND OTHERCONSTRVCThDN. Tl F�f/STDVCE OF RICER q T1P.19.18 ® �' V A OF WAYS, WE7LANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN vi ARE NOT CL LAWM D k C O a VA ON 72 9 Or THE T10NEW YORK STATE EDUCATION LAW.IS A MLA77ON OF SE COPIES OF THIS SURVEY MAP DRYWELL C NOT REARM THE LAND SURVEYORS SIGNATURE AND RED #X OR E3W9OSSED SEAL SHALL 4�• LP3 ' ti 8-0, 8'D to NOT BE CONSIDERED A TRUE VAUD COPY. SEPTIC yti� Q ALL LOCAflONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS 1 S=m ti F FROM HOMEOWNERS FIELD OBSERVAITONS AND/OR INFORMATION ORMNE D FROM Er OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CER77RED. MON a 35 0.2 S �,FND U.P. 1 B TER giN o ^^ 0.2'E %b, oil. E 12 MARK OUT U. N 75009 30 2.38 + $p8.51 ,7.57 1 .`��- ^„ tip. 11.37 * ,CL9.70 Ep . EDGE OF PAVEMENT EP13.31ta EP26.50 Ep15.07 MSTING WATER MAIN +CLi l•60 0 +CL13.55 9' OF NEW j' +CL15.22 +CL16.57 EP13.18 � , EP11.s7 �� .SEC C��°� SECCAFI CO LAND SURVEYING PC EP16.14 EP14.75 EDGE OF PA C0 0 500 Montauk Highway a� GNYT MNN R' 1 ="� ' ►`}� Moriches New York 11955 w 12S -�' i Phone: 631 878-0120 Phone 631 728-5330 (50 WIDE) J`L pseccafrcogoptonline.net 09/13/2024 (FINAL) �� 04 b� 4- Pat C. Secca Pico. PLS Pat T. Secca 5co. PLS . 04/25/2024 (FOUNDATION LOCATION) `scup 5J � NYS LiC. No. 051040 NYS Lic. No. 049287 03/08/2024 (REVISED BLDG.) L A N� co i h t - 2024 Secca 0co Land Surve 'n 0310112024 (MOVED PROP. BLDG.) p yr 9r ) g PC 11115/2023 (TEST HOLE ADDED) PROJECT No. 64380 SCALE: 1 " = 30 DATE: 1012412023 ?, OCT 21 2024 GENFIIZ& N01F-5 C 1,ALL UYhX PERFORMED 9iA.L DE N COMPLWCE W1M Ai.L FEMI-.STATE a LO& NOTE:IIL ELlOiRICII WGRK YO eE N ACCOV® WITH M FLE5 a W REAUriON'OF M NYBFL.MD ACt"CATE FROM M N.YBFU. �) 2 MFO COPES ME OgTNA W KTOM PF 5MMP 10M OMSR Af M COWLEWN OF M". \ M O.MER 94MJ"PROM E NJ.51RPAa MOMEP Lq PaMI , 2.DEFQE COAW Lvw 1 f CE rG M aNERAI CONIom wmv r" F cowto r T ORER ELtcmT Eaw.io 6_SPPLW DYELECTp^JL LONIRACPOK. T a AROMCi WIM COPES LF NA R°QitP N"(Rlfl'T MD WGRKER'SCOAMEN`AfION O aRiECOW MIRYNAM50F1O 9I5C FORP MWR6<IPI zC K CON5IONntN. NL swaE5M W.CEP(A 5f0 EE'LPIRON'"PECO(A"co. ,vv Rta55ED DOATLIGI/TS TO eE"Lldt"r.or PPP.EO i9M-111w 5.M CONRJC10R5 SWL D:iL5PON5ELE FOR IlA.AMEN5ILM a COJJITIOF•I`ON M J01 M MMAC-i f MIB L NOTEED Q'/M'VARNilOtVl FROM M PINENSIONS S'IOMJ NOTE CoN(RACfOR 5VLL PROVDE PINKER 9MTOE5 FOR ALL ffa55 W 5.M CONTRKfOK SHN.L 9PPI.Y NA.IIEfX M!J MNE0A15Vt M ON 11E WAN1N.h W.E55 onf*v 5v Now 5.M CON TOR SHNA-M W5FLN5"FOR AMQM ELY LX'/OIY.a PpO1EL1Nr.PLL PO.ML171f`i.VERIFY LCKATIONS a AtL ELEC.pEVX25 WFM CLENf. V/OFS WdlN CON51nCCMN A4NFM VA ,ERZIKM2,C0. .PISTOKTION a 5EC."A" V Q DIRLEX GLCfRICN.FEapfAdE O h W OFnll A'(LOFLNT fO ALL AWLrA E SPATE ANJ LOCH.COM5.MYXLICNM1C 7 3 6.M aN'L.C�NRK'TGR 5l°LL PAYFCR II-L PERAtlfS.RES,a fL5T5 RG.AfED fO M 44c R SEPARATE f RECWTAW s CONIRACf.M aNERAI GONMAMW"W NnAM ILL WIQLMP 31/211 2' 2" 31/2" 3I�2"--,F r ` 'L F. VC11 OF VAgM COAELETEP INMK i LON TW.E55 OM1E %NORP. II q mal DIEIP%RECEPfKLE/LId711JJ FNl.i N2RAPf `./ 7.M RB{ONTRI'LTLR55 Af ALL RMt5 KEEP M PWMI%6 Q.tAN MD A@ C�1 � I �, � I• % _ " ONC.P $ WALL 9MICH �- RE5PON51PLE FOR REMOJN.OPM,L IaDC191CR/aED eI MRiJOhTAIN.iRN)ES IION r _____________J___________________ __________ __________________________-_________________ i (I'./.yL 12 FXTERIOR6 G5J S•� !IWAYWILL SNAfCN �1-WAYWM.L-- I Rea f- S-1 C_ L: `'J L�J L��'J L RECE55EP W!M-Y.Nf(IEOOWJ"lICM0.ER"CR B.IN1'"EX'R/5"FOR NJYMDALI.PRPCO�OI(IONS/SIHSTNJTIA.CH4.IZ59Wl eE I'a`i•I 'AI'I I iy`j�l 1`/ DONA"tFtTEP WIMMLOXESTIMATEa APP9OVtP eY OhKR MD A;MS AaNf eEFLE IL_./J G.�'J L J EO. N'•I SfMMING M AOPITIO'•W.WOK. 31 I EXMWe REa5 V POV*Lg (100VO"LI O.ER"OR MP.EO ("'�) `D•�D I 9.POlax FLomjol"Aa Tom NSfA1.LED MMRA WILL PAX'fttYJN`EN6Y' PARALLEL f0 M FRAMRY.PROVIM IYTBI.E ILR..YI9T5 Af ALL C NIM RPFER TO I ®j CEI.MG MOW2p,AF•CnON 001( CON5MXfM VM'5.FOR 9ZM 8''pl I 5'_811 20'-3" -�IF� -9"V.I.F. 24'-I" lo.ALL FRAMNG LIY.'EtR to EE po J PR w2 CONST,aAOE CR W. wALL MQMCP'LdC v OOf � � _f�:' 10'-O" � WALL MOIN2D GIW.SPOILY]1f ;�,.�. -j I"1 V.I.F. AEWCCLWMaMEDJNCTI( VMFOL%FFI PNJ/L101P n.nLEXfEtdGR zrwwn�rO eEM)E OR eEnenfN exTeaazSEnTHNu. F� I2.TH5 CQJTRALTaR SNNL PROJLE SWR DRAWNGS POK ALL SPECIN.WORk SWf AS eIl I -- 6NIH RIAL`AMf01 Af WILL.FMTIiS f0 PE i1lPLED e1'aW.eR. ' - -t_�-T'-? ( NEW 2LRJG MOIlJ(ED,NJCIK�J Bp(FLR Rta55EP E)Q44151 NOf LIMHED iP.MLLWORX,5"R,N.ER SY51EM5 MD STEEL WOW. SLLP PR WW6 ___ a.:1_'R ,..'_ •L 1•-i:- _FL•.. - h. Na-0MA°PROVN.CFMAA]gIECTPgOR TO PRGCEEDW.lNT11'IE WOR2. I 6' 61 I 3 - -._.. 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S.AW"EXTRAS"FOR AW MD ALL FII COKV"IONS/"51rM114L CHMYIGES 54'LL M DOCLLVENIED WAFT THE COST ESTUMTE a APPROVED BY OWNER MD OR HS ACENr BEFORE 4 STARTkdG 1w/'DDITIO.•V.M'm, 9.DOLOLE FLOOR J06"APE TO M INSTALLED WDER ALL WM.L PARIf1ON5 01"NC PARALLEL TO TI£FRAAMII.PROVLE M"PM._101 5 Af&L 01TW 6.REFER TO COd91RTC110N VAU'S.FOR 57E5. 10.ALL FRAA"WhOW fO BE DOU2.A6 FIR-2 CON5T.GRADE OR CO. - 11.ALL EXTERIM STRAITM TO M ADO t OR BENEATH EXTERIOR 12.TPE CONTRACTOR SHN.L PROJDE 910P GRA"45 FOR AL 9Tak NqM SICK$5 Mr I �/hN 1_ \sAl NOr LIMnt7 TO:MLLWOR:.5PRIW4VR 5t5jMM5 MD STEEL WOM.ALL%CW DRnN•Yb NEED 71E APPROVAL OF THE AROfMCT PRIOR TO PWCEEDNG NWH THE WOW. - 1 __ _ - I_I 'Ji(:CL _ I I I (IPCPL TWO LGCATIOVS) 41. FER WOLA EMEMS PY"NEW YORK STATE M9DENTK CON9fRIC'nON CODE.Ae CERfFYTHATIM DF5VN CRITERIA 5 DOPE PER PRESCRPTNE DESIGN.ALL OF THE LOAD FCN.OLNTONS B 5TRICTiRN.PLM15 COMPLY MTTFI NL OF PEW YOM 577E CON519CTION - .2-I 5 4"X 9 I/2"GP MICRO-LAM CODE BASED ON(AFBPA) I • •^ • • • CJ.TO AGE BM POINT AD5 u u wICAl TWO LOCATIONS) h I ( i PROV 2-I 5 4"X II 7 B"GP MIOROi LVLW I-5 aRDER RESTING OJ PONr LOADS DO'N EPD'S, i I ' I .2i 5/4"X II 7/B"W MICROiAM 1 _ _ VL R AFL OR. WiNDON/6 TRIM CFGS. I EXTEKV 8"BEYOND ACTUAL OPG. - C TwCA.ALI_AREAS) _ 1 FR5f F OCR WALL WlaN FLOOR w LAM L RPWT. & w ADS. r _; ("rCN-ALL FLOOR Ma�AS.) li i I � x V I - v c e F 11 5 0%1 7 MC {pM 1 • _ CARIRRALT RtSiNJC.C+N PONf LOPDS BOM ENDS. FRO p q FROJ.5-I 5/4"X 14"CF MICRO-LAM LVL L VL(COJi,) �1 ILL I n � i b - i SEC.T I AT I I Generated by REScheck-Web Software Compliance Certificate Project 1665 Glenn Rd Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,090 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Solar Ready: false Has Charger false Has Battery: false Has Heat Pump: false Electric Ready: false Responsive Water Heating: false Construction Site: Owner/Agent: Designer/Contractor: 1665 Glenn Rd Southold, NY 11971 1665 Glenn Rd Southold, NY 11971 Energy Rating Service, Inc Matt Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Complianc'e: Passes using UA trade-off Compliance: 7.4%Better Than Code Maximum UA: 551 Your UA: 510 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Roof Rafters: Cathedral Ceiling 2,475 38.0 0.0 0.027 0.026 67 64 Wall 1:Wood Frame, 16"o.c. 183 19.0 0.0 0:060 0.060 8 8 Window 1: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall 2:Wood Frame, 16"o.c. 188 19.0 0.0 0.060 0.060 10 10 Window 2: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 3:Wood Frame, 16"o.c. 44 19.0 0.0 0.060 0.060 3 3 Wall 4:Wood Frame, 16"o.c. 285 19.0 0.0 0.060 0.060 15 15 Window 3: Other 43 0.300 0.320 13 14 SHGC: 0.30 Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 1 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 24:Wood Frame, 16"o.c. 263 19.0 0.0 0.060 0.060 15 15 Window 18: Other 18 0.300 0.320 5 6 SHGC: 0.30 Wall 25:Wood Frame, 16"o.c. 124 19.0 0.0 0.060 0.060 2 2 Window 19: Other 20 0.300 0.320 6 6 SHGC: 0.30 Window 21: Other 48 0.300 0.320 14 15 SHGC: 0.30 Window 20: Other 20 0.300 0.320 .6 6 SHGC: 0.30 Wall 26:Wood Frame, 16"o.c. 59 19.0 0.0 0.060 0.060 4 4 Wall 27:Wood Frame, 16"o.c. 121 19.0 0.0 0.060- 0.060 7 7 Wall 28:Wood Frame, 16"o.c. 130 19.0 0.0 0.060 0.060 7 7 Window 22: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 29:Wood Frame, 16"o.c. 92 19.0 0.0 0.060 0.060 5 5 Wall 30: Wood Frame, 16"o.c. 68 19.0 0.0 0.060 0.060 3 3 Door 2:Solid 22 0.290 0.320 6 7 Wall 31:Wood Frame, 16"o.c. 9 19.0 0.0 0.060 0.060 1 1 Wall 32:Wood Frame, 16"o.c. 18 19.0 0.0 0.060 0.060 1 1 Garage Ceiling:All-Wood joist/Truss 90 30.0 0.0 0.033 0.047 3 4 Basement Ceiling:All-Wood joist/Truss 2,022 30.0 0.0 0.033 0.047 67 95 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew Wahl I Digitally signed by Matthew Wahl matthew Wahl, HERS Rater 2572845 --Date:2024.03.19 03:59:23-04'00' Name-Title Signature Date Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 3 of1l section # Foundation Inspection, Complies? Comments/Assumptions &Req.ID 303.2.1 lA protective covering is installed to ❑Complies :Requirement will be met. [FO11]2 ;protect exposed exterior insulation UDoes Not Band extends a minimum of 6 in. below l8J ;grade. :❑Not Observable; ❑Not Applicable j 403.9 Z ;Snow-and ice-melting system controls:❑Complies ;Requirement will be met. [FO12] installed. ;❑Does Not ; l0 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 5 of11 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 ;Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 i installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' IE]Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 7 ofll Section Plans Verified Field Verified Final Inspection Provisions Complies? Comments%Assumptions &Req.ID, Value- Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 I [Fill' ; ; ;❑Not Applicable I I 1 I I I 1 1 I I 1 I I I f I 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. - []Does Not [FI2]1 ;Blown insulation marked every ;300 ft2. ❑Not Observable IE]Not Applicable 402.2.3 lVented attics with air permeable ❑Complies ;Requirement will be met. [F]22]2 linsulation include baffle adjacent ❑Does Not ;to soffit and eave vents that ,extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI311 I insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ; I I ❑Not Applicable I 1 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies :Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ;❑Does Not I<=3 ach in Climate Zones 3-8. ; ;[-]Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a I pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in I❑Not Observable tests,verification may need to ; ❑Not Applicable occur during Framing Inspection. j 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F[24]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]z installed-for control of primary ! ❑Does Not !heating and cooling systems and ❑Not Observable initially set by manufacturer to i code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed IE]Complies ':Requirement will be met. [FI10]z on heat pumps. ' []Does Not ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ;Requirement will be met. [FI11]z ;systems have automatic or ❑Does Not laccessible manual controls. ❑Not Observable ; []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 9 of11 Section Plans Verified Field,Verified # Final Inspection Provisions, Value Value. Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 11 ofll TE ACOO CERTIFICATE OF LIABILITY INSURANCE DAl/(19/20 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES-NOT AFFIRMATIVELY OR NEGATNELY AMEND,EXTEND,OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW: THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED -REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endbrsement(s). PRODUCER CONTACT NAME: Debra Ferraro Brazier Insurance Agency aeN o •Et (631)286-1400 ac No: (s31)'2ac-14o6 1745 Montauk Highway O-MAILs:brazier-debra@optonline.net ADDRESINSURERS AFFORDING COVERAGE NAIC f1 Bellport NY 11713 INSURER A:Evanston Insurance Company INSURED INSURER B:Ate rit Specialty Insurance Company DJ Custom Homes Corp. INSURERC: 3 Sandie Lane INSURER D• INSURER E: Manorville NY 11949 INSURERF: COVERAGES CERTIFICATE NUMBER:CL2411923055 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING MY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS'AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIYY POLICY EFF POLICY EXP LTR D/ YY MMIDDNYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 AGE To RENTff'- A CLAIMS-tttADE �X OCCUR PRRER SES(Ea occurrence) S 300,000 X MKLVIL-BC003741 10/24/2023 10/24/2024 MED F-XP(Any one person) $ 5,000 PERSONAL S ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY JEST LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S .AUTOS AUTOS NON-OWNED PROPERTY DAMAGE- 8 HIREDAUTOS AUTOS Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE S 4EXCESS LIAR HCLAIMS-MADE AGGREGATE S DED RETENTION S S LIABILITY W AND EMPLOYERORKERS COMPENSATION PERTAT OTH- R . S' YIN SUTE. E _ ANY PROPRIETORIPARTNERiEXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? ❑ N/A B (Mandatory In NH) 01-P-XL-P70001363-1 10/24/2023 10/24/2024 E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORO 101,Additional Remarks Schedule,may be attached If more space Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN . 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE TUC"ZdC'SIBgCJ TaFex4tS --- Kevin Brazier/KEVIN,�,.ttleliIA411V)�-' ---- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The.ACORD name and logo are registered marks of ACORD INS025(201401) RYSIF Now York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 461572203 . ��• BRAZIER AGENCY 1745 MONTAUK HIGHWAY BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY'PERIOD DATE 12366 960-9 563616 07/17/2023 TO 07/17/2024 1/19/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER .FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS.IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND,.WITH RESPECT TO OPERATIONS' OUTSIDE OF NEW YORK,.TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID.,POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS; OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE.INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO .BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE.WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS .NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE�CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO .PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR. DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND 1 � � DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:331420833 U-26.3 YTAT workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or.licensed.insurance agent of that cairrie 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE,NY 11949 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to. certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town•of Southold 53095 Route 25 3b,Policy Number of Entity Listed in Box"la" Southold, NY 11071 DBL571625 3c.Policy effective period 01/01/2024 to 12131/2024 4, Policy provides the following benefits: ® A.Both disability and paid family leave benefits. J 0 B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible underthe NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes.of employer's employees: r, Under.penalty of perjury,I cert(fy that.l am an authorized representative or licensed agent of the insurance carrier referenced'above and that the named . insured has NYS Disability.and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/19/2024 By Quo U (Signature of insurance cariier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number .516-829-8100 Name'and.Title ' Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized'representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT.COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be e'mailed to PAU@wcb.ny.gov or if can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200,Binghamton, NY 13902-5200. PART 2.To be corripleted bythe NYS Workers'Compensation Board(Only,if sox 4B;4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid•Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By I (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please'Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and.NYS licensed.insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1'(12-21) I�IIIIl,DB=120.1 (12-21) I+f IL) r r _ 4 FZa FirstAmerican 71"tle , �`�o g 024 - JAN 2 January 25, 2024 �'`' ' y'�a ; .,� , r•,� •,•, Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: SS5890-S Premises: 1665 Glenn Road,Southold Tax Map No.: 1000-078.00-01.00-025.000 Dear Sir or Madam: Please be advised that American Dream Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc: American Dream Abstract, Inc. 180 East Main Street, Suite 100 Patchogue, New York 11772 Phone No.631-776-1710 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600• Fax 212.922.0881 www.firstamny.com AMERICAN DREAM ABSTRACT, INC. Representing First American Title Insurance Company of New 180 East Main Street Suite 100 C3 Patchogue,New York 11772 Phone:631-776-1710 Fax:631-776-1715 info@americandreamabstract.com COUNTY OF SUFFOLK TITLE NQ.:_SS5890-S SS.: STATE OF NEW YORK AMERICAN DREAM ABSTRACT,INC., as policy writing agent for FIRST AMERICAN TITLE INSURANCE COMPANY hereby certifies to THE TOWN OF SOUTHOLD that a search was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the following described property: 1665 Glenn Road, Southold ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as. - DISTRICT: 1000 SECTION: 078.00 BLOCK: 01.00 LOT: 025.000 See Schedule"A"description attached THIS search is for information. The Company's limit of liability under this certificate, for any reason whatsoever, whether based on contract or negligence, shall not exceed$25,000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder; Searches have been run to December 20,2023 Dated: January 25, 2024 A American Dream Abstract,Inc. By: Caroline S. Bancroft Swoy to before me this , n 25,- day of 4 Not ic.- J5511 L BRUrT* NOTARY PUBLIC STATE OF NEW YORK Suffolk County Commission# 0 IBR6143897 *y.Commission EtP'trO April 17,-20'Z-& TITLE NO.SS5890-S SCHEDULE `X' ALL that certain plot,piece or parcel of land situate lying and being in the town of Southold, County of Suffolk and State of New York known and designated as Lot No. 34 on a certain map entitled, "Map of West Creek Estates,Property of Ernest E. and Harold W. Wilsberg, situate at Southold, Suffolk County,New York" made by Otto W.Van Tuyl from surveys completed January 28, 1963 and filed in the Suffolk County Clerk's Office on August 19, 1963 as Map no. . 3848. Said lot being more particularly bounded and described as follows: BEGINNING at a point on the Northerly side of Glenn Road, said point being distant 135.66 feet Westerly as measured along the Northerly side of Glenn Road from the corner formed by the intersection of the Northerly side of Glenn Road with the Westerly side of Grissom Lane; RUNNING THENCE North 75 degrees 09 minutes 30 seconds West, 112.38 feet; RUNNING THENCE North 13 degrees 28 minutes 40 seconds East, 210.06 feet; RUNNING THENCE South 75 degrees 09 minutes 30 seconds East, 105.00 feet; RUNNING THENCE South 11 degrees 28 minutes 10 seconds West, 210.3 6 feet to the Northerly side of Glenn Road at the point or place of BEGINNING. FOR INFORMATION ONLY premises being known as 1665 Glenn Road, Southold,Town of Southold 1000-078.00-01.00-025.000 American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 25 h day of J u 2024 N fi ublic JODI L BRUST NOTARY PUBLIC,STATE OF NEW YORK Suffolk County Commission# 01BR6143897 � My Commission Expires April P,-20!6 TITLE NO.SS5890-5 SUBJECT PREMISES: SCTM: 1000-078.00-01.00-025.000 CHAIN OF TITLE DEED John P. Wells and Alice A.Wells,his wife, Julia A. Terry, Dated: 02-18-1909 William F. Terry, Henry Eugene Wells and Sarah L. Wells, Rec'd: 03-09-1909 His wife, Jesse G. Wells and Nellie F. Wells,his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda DEED Ida Poliwoda a/k/a Ida Polywoda Dated: 11-22-1958 To Rec'd: 11-24-1958 Ernest E. Wilsberg and Harold W.Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 DEED Ernest E. Wilsberg and Harold W.Weilsberg Dated: 05-17-1968 To Rec'd: 05-20-1968 Peter Jellett and Margaret Jellett,his wife Liber: 6349 cp 598 DEED Margaret Jellett, as surviving tenant by entirety Dated: 08-13-2013 To Rec'd: 10-18-2013 Andrew.Jellett and Lisa Jellett as Trustees of the Margaret Liber: 12749 cp 18 Jellett Irrevocable Trust Agreement,dated 8/13/2013 NOTE: Covers premises and more(we are Parcel In NOTE: Peter Jellett died 02-02-2009 Surr#2009-590 LAST OWNER OF RECORD 'td American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 25LQ day of Jq" W2, :24 Not ' Public ;]ODI IIL RUST' NOTARY PUBLIC,STATE OF N,-EW PORK Suffilk Councv Commission# OIBR6143897 c� MY Commission Expires April 17,20!-�Q TITLE NO. SS5890-5 PREMISES ADJOINING TO WEST: SCTM: 1000-078.00-01.00-024.000 CHAIN OF TITLE DEED John P. Wells and Alice A.Wells,his wife,Julia A. Terry, Dated: 02-18-1909 William F. Terry, Henry Eugene Wells and Sarah L.Wells, Rec'd: 03-09-1909 His wife, Jesse G. Wells and Nellie F. Wells,his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda DEED Ida Poliwoda a/k/a Ida Polywoda Dated: I 1-22-1958 To Rec'd: 11-24-1958 Ernest E. Wilsberg and Harold W.Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 DEED Ernest E. Wilsberg and Harold W.Wilsberg Dated: 10-23-1970 To Rec'd: 10-29-1970 Donald S.Frederick and Helen Frederick,his wife Liber: 6831 cp 420 DEED Donald S. Frederick and Helen Frederick,his wife Dated: 12-09-2006 To Rec'd: 12-22-2006 Steven R. Geehreng Liber: 12484 cp 536 DEED Steven R. Geehreng Dated: 08-10-2012 To Rec'd: 08-10-2012 Steven R. Geehreng and Heather P. Geehreng,his wife Liber: 12701 cp 779 DEED Steven R. Geehreng a/k/a Steven R. Geehring and Dated: 01-14-2014 Heather P. Geehreng,his wife Rec'd: 08-14-2014 To Liber: 12785 cp 30 Steven R. Geehreng and Heather P. Geehreng,his wife LAST OWNER OF RECORD American Dream Abstract,'Inc: By: Caroline S. Bancroft Sworn to before me this 25th „ay of Jana . ,.2024 N-,f I .Not :u lit JODI L BRUST NOTARY PUBLIC,STATE OF NEW YORK Suffolk County Commission# 0lb"143;997 Mp Com+T+iceipII:E7[PirES ttptil 17�20 !/r' TITLE NO. SS5890-5 PREMISES ADJOINING TO EAST: SCTM: 1000-078.00-01.00-026.000 CHAIN OF TITLE_ DEED John P. Wells and Alice A. Wells,his wife, Julia A. Terry, Dated: 02-18-1909 William F.Terry, Henry Eugene Wells and Sarah L.Wells, Rec'd: 03-09-1909 His wife,Jesse G. Wells and Nellie F. Wells,his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda DEED Ida Poliwoda a/k/a Ida Polywoda Dated: I 1-22-1958 To Rec'd: 11-24-1958 Ernest E.Wilsberg and Harold W.Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 DEED Ernest E.Wilsberg and Harold W.Wilsberg Dated: 08-21-1967 To Rec'd: 08-21-1967 Richard J. Albin and Theresa Y.Albin,his wife Liber: 6206 cp 123 DEED Richard J. Albin and Theresa Y.Albin,his wife Dated: 05-15-1973 To Rec'd: 05-17-1973 Clifford F. Saunders,Jr. Liber. 7400 cp 72 DEED Clifford F. Saunders,Jr. Dated: 05-18-1976 To Rec'd: 05-18-1976 Anthony J. Aquino and Rose Aquino,his wife Liber: 8035 cp 01 CONTINUED /J AX-(N� American Dream Abstract,Inc. By: Caroline S.Bancroft Sworn to before me this 25th iy of January; 024 Not ie JODI�L�BRL ST NOTARY PUBLIC,STATE OF NSW PORK ` Suffolk County Commission# O1BR61 i3897�(,., MpCommission'Eapiies April i7,.?0 (/ TITLE NO. SS5890-S PREMISES ADJOINING TO EAST: SCTM: 1000-078.00-01.00-026.000 CHAIN OF TITLE continued DEED Anthony J. Aquino and Rose Aquino,his wife Dated: 11-08-1993 To Rec'd: 12-06-1993 Edward T. Rogowsky and Peter F.McGarry,JTWROS Liber: 11654 cp 650 DEED Peter F.McGarry as surviving joint tenant of Dated: 04-25-2010 Edward T. Rogowsky Rec'd: 05-11-2010 To Liber: 12624_cp 452 Nuno M. Fernandes Dias and Diana F.Morse,his wife NOTE:No proof of death found on Edward T.Rogowsky LAST OWNER OF RECORD American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this 25' day of J uary,:2:Q24 Not Public xaf L BRL'5T NOTARY PUBLIC,STATE OF V-Ew PORK Suffolk Countv Commission# 01BR6143897 r My Commission ExpireE rYpril 1l,20 �(J TITLE NO. SS5890-5 PREMISES ADJOINING TO NORTH: SCTM: 1000-078.00-01.00-010.003 CHAIN OF TITLE. DEED Alice J. Dart Dated: 01-26-1943 To Rec'd: 02-10-1943 Alfred F. Dart and Alice J.Dart,his wife Liber: 2272 cp 496 DEED Alfred F. Dart and Alice J.Dart,his wife Dated: 01-25-1974 To Rec'd: 01-31-1974 Leo Kwasneski Liber: 7581 cp 09 DEED Ann P. Kwasneski,individually and as Exec and sole Dated: 01-15-1983 Beneficiary of the Estate of Leo Kwasneski, deceased Rec'd: 02-15-1983 To Liber: 9315 cp 356 Elsie D.Young NOTE: Leo Kwasneski died 09-14-1981 Surr# 1710 P81 DEED Elsie D.Young Dated: 04-08-1996 To Rec'd: 04-22-1996 Edmund J. Baumann,Jr and Kelli J.Poliwoda, as jtwros Liber: 11770 cp 759 - -__------- DEED Edmund J.Baumann,_ Jr and Kelli J.Poliwoda a/k/a Dated: 11-09-2023 Kelli J.Baumann Rec'd: 12-28-2023 To Liber: 13230 cp 814 John A.Ardito and Joseph Ardito, as JTWROS LAST OWNER OF RECORD -American Dream Abstract,Inc. By: Caroline S.Bancroft Sworn to before me this 25 day of J` ua*2.,,, ' Na Public JODI L.BRU T NOTARY PUBLIC,STATE OF -NEW YORK Suffolk County Commission# OIBR6143897.�(„ My Commission Ecpires ilgiii 17,70_ TITLE NO. SS5890-S PREMISES (STREET)ADJOINING TO THE SOUTH GLENN ROAD American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this ,2 th,day ofJanuary,.2024 Public JODI BL BL RT- NOTARY PUBLIC,STATE OF N,M YORK Suffilk Council Commission# 'IBR6143897 My Commission Expires ,April P,20 2'� i A�'� CERTIFICATE OF LIABILITY INSURANCE 7E(I.IMDDIYYYY) 19/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). IXCT PRODUCER NAME. Debra Ferraro Brazier Insurance Agency AICN o E (631)286-1400 Ac No: (631)206-1406 1745 Montauk Highway ADDRESS:brazier-debra@optonline.net INSURER S.AFFORDING COVERAGE NAIC rt Bellport NY 11713 INSURER A:Evanston Insurance Company INSURED INSURER B:Ate rit special y Insurance Company DJ Custom Homes Corp. INSURERC: 3 Sandie Lane INSURER D INSURER E: Manorville NY 11949 INSURERF: COVERAGES CERTIFICATE NUMBER:CL2411923055 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDDNYYY MM/DDNYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 _DGE TO A CLAIMS-MADE 50 OCCUR PREM SES (EaENTED occurrence) S 300,000 X Ni¢ViPBC003741 10/24/2023 10/24/2024 MED EXP(Any one person) S 5,000 PERSONAL 8 ADV INJURY S 1,000,000 GENIAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE S 2,000,000 PRO- 2,000,000 X JECT LOC PRODUCTS S POLICY ❑ OTHER: � S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANYAUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S HIREDAUTOS AUTOS Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION S S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑ E.L.EACH ACCIDENT S OFFICERIMEMBEREXCLUDED? N/A B (Mandatory In NH) 01-P-XL-P70001363-1 10/24/2023 10/24/2024 E.L.DISEASE-EA EMPLOYEE S it yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) The-certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Yi a ueJCISiarud te(ttexttc� Kevin Brazier/KEVII1.r..,t.,,.,.,Jt'kTak+r ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) N YS I F NOW York State Insurance Fund PO Box 66699.Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE .RI z• ti AAAAAA 461572203 •�' BRAZIER AGENCY Y r��+• 1745 MONTAUK HIGHWAY BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366 960-9 563616 07/17/2023 TO 07/17/2024 1/19/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:AWWW.NYSIF.COMICERT/CERTVALASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' 'NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE SUR NCE FUND 4 411 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:331420833 U-26.3 YOR I workers' CERTIFICATE OF INSURANCE COVERAGE — `- s°aTE 1 Compensation �- ;Board i!!YS DISABILITY AND PAIL] FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE,NY 11949 1c,Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required it coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 53095 Route 25 DBL571625 Southold, NY 11971 3c.Policy effective period 01/01/2024 to 12131/2024 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability andlor Paid Family Leave Benefits insurance coverage as described above. Z r / :Z Date Signed 1/19/2024 By � (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White. Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if sox 4B,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and pain'family leave benerits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. DS-120.1 (12-21) _ �IIIIIPiiBi�iiiiiiiii�ii�i�iii�iiii�iii—iiisaiiilll111 9 Generated by REScheck-Web Software Compliance Certificate Project 1665 Glenn Rd Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,090 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Solar Ready: false Has Charger false Has Battery: false Has Heat Pump: false Electric Ready: false Responsive Water Heating: false 1 Construction Site: Owner/Agent: Designer/Contractor: 1665 Glenn Rd Southold, NY 11971 1665 Glenn Rd Southold, NY 11971 Energy Rating Service, Inc Matt Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com compliance: Passes using UA trade-off Compliance: 7.4%Better Than Code Maximum UA: 551 Your UA: 510 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Roof Rafters: Cathedral Ceiling 2,475 38.0 0.0 0.027 0.026 67 64 Wall 1:Wood Frame, 16"o.c. 183 19.0 0.0 0:060 0.060 8 8 Window 1: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall 2: Wood Frame, 16"o.c. 188 19.0 0.0 0.060 0.060 10 10 Window 2: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 3:Wood Frame, 16" o.c. 44 19.0 0.0 0.060 0.060 3 3 Wall 4:Wood Frame, 16" o.c. 285 19.0 0.0 0.060 0.060 15 15 Window 3: Other 43 0.300 0.320 13 14 SHGC: 0.30 Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 1 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 24:Wood Frame, 16"o.c. 263 ' 19.0 0.0 0.060 0.0�0 15 15 Window 18: Other 18 0.300 0.320 5 6 SHGC: 0.30 Wall 25:Wood Frame, 16" o.c. 124 19.0 0.0 0.060 0.060 2 2 Window 19: Other 20 0.300 0.320 6 6 SHGC: 0.30 Window 21: Other 48 0.300 0.320 14 15 SHGC: 0.30 Window 20: Other 20 0.300 0.320 6 6 SHGC: 0.30 Wall 26: Wood Frame, 16" o.c. 59 19.0 0.0 0.060 0.060 4 4 Wall 27:Wood Frame, 16"o.c. 121 19.0 0.0 0.060 0.060 7 7 Wall 28:Wood Frame, 16" o.c. i 130 '19.0 0.0 0.060 0.060 7 7 Window 22: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 29:Wood Frame, 16" o.c. 92 19.0 0.0 0.060 0.060 5 5 Wall 30:Wood Frame, 16" o.c. 68 19.0 0.0 0.060 0.060 3 3 Door 2: Solid 22 0.290 0.320 6 7 Wall 31:Wood Frame, 16"o.c. 9 19.0 0.0 0.060 0.060 1 1 Wall 32: Wood Frame, 16"o.c. 18 19.0 0.0 0.060 0.060 1 1 Garage Ceiling:All-Wood Joist/Truss 90 30.0 0.0 0.033 0.047 3 4 Basement Ceiling:All-Wood joist/Truss 2,022 30.0 0.0 0.033 0.047 67 95 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew Wahl Digitally signed by Matthew Wahl matthew Wahl, HERS Rater 2572845 Date:2024.03.19 03:59:23-04'00' Name-Title Signature Date Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 3 of11 4m APPPOYED AS NOTED FEE-00"'5�6,) P P 0 _1�,. E1R,1"T7 F P ITIO NAA iM ' B.P. t ONLONfk ffSR BY- cERnFicAtE,OtK-ob-4 * Nomr-YWILDIN DEPART TAT -�JgED �T G T AT sm'��M'' IN-�f 'ER 031-765-1802 8AM TO 4PM FORTH E SUPPL V-'�Y&TEM CA NNC FOLLOWING INSPECTIONS: Fi i�0"OF-1% LF4 1. FOUNDATION-*rVVO RE01""y-n FOR POURED CONCRET;- I SOUGH-FRAMING&PLU,v� & INSULATION 4 FINAL-CONSTRUCTION MUST PLUMBING Mtfe- ��- "'WATER LINES NEED BE COMPLETE FOR C.O. G .w a FO.- RECOVER14 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTON ERRORS INSPECTION REQUIRED COMPLY WITH ALL CODES OF FRUSS PLACARDING REQUIRED NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF ------—, S"OLDTM 3A-- ,...FRAMING.UNTIL-j� REX- 111%f6W 09-FOUNDATION10-CAVION 7� WAOLD HAS BEEUAPPR4F -7 t7' Must provide Manuals A I and S as per NYS Energy Code OCCUPANCY OR USE IS UNLAWFUL Blower door WITHOUT CERTIFICA71- and ductwork OF OCCUPANCY, testing required. All exterior lighting installed,replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. GFNF r_1'& NOBS CONSVUCTION LFGr'NP Poop SCNNPULF, WINNOW SCNFPUL[� FILFICTP"IC& LF1GFINP NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY ANP ALL � U1 C:HAN6iE5 TO THE:CON5TRUCTION PRAWING5 DUE TO FIELP CONPITION5, Ell] I.ALL WORK PERFORMED 5HALL BE IN COMPLIANCE WITH ALL FEPERAL, 5T-ATE & LOCAL ® NEW EXTERIOR PARTITION(15T. FL.BATH) -2" X 6" WOOF 5TUP WALL W/ 1/211 POOR # WIDTH; HEIGHT: POOR MAT'L. OPERAT10N: LOCATION/QUAN. ALL WINPOW5 TO BE ANPEM5EN 100 5ERIE5, 5INGLE HUNG U.O.N, REF.QUOTE: 1/30/24 CLIENT REQUESTS,ANP OR GENE 12AL GON11?AGT012 I�VISIONS. BUILDING COPE5 ANP OPPINANCE5. ACQ.PLYWD.EXTERIOR 5I EATHING( BLLE5KIN WRAPPEP & TAMP),W/ 1/2" NOTE: ALL ELECTRICAL WORK TO BE IN CERTIFICATE F WITH THE PILES& REGlLA110N5 OF THE: N.Y.B.F,U.AND A CERTIFICATE FROM THE; N.Y.B,F.U. WATER RE515TANT GYP,BP.ALL INTERIO 5URFACE5(SHOWER 1/2" CONC.BACK.BP,) FIRST FLOCJP; SIMULAiEn DIVIDEn LIGHTS/ WHITE PMEPAINT, INT,JAMBS,ARGON FLLEP GLA55. - 2.BEFORE COMMENCEMENT-OF WORK,THE GENERAL CONTRACTOR SHALL FLRM15H OWNER PROV,VER5A1EX TRIM TO MATCH EXIST'G. 5UNROOM, IS TO BE PRESENTED TO THE OWNER AT THE COMPLE110N OF THE JOB, - U-FACTOR; 0.3, SOLAR NEAT COEFFICENT: .28, VISIBLE LIGHT TRAN5: .51,CON.ME5,:53. THE OWNER -L PPOVIPE:ALL 5112 Aa MOUNTI;n LIGHT FIXTURF5.ALL O s &ARCHITECT WITH COPIES OF ALL M 62UIW-P IN5URANCE ANP WORKER'5 COMPEN5ATION P f�AWI N G I S�" CERTIFICATES INCLUPING NAMES OF ALL 5UIBCONTRACTOP5 INVOLVEP IN THE: CON5TRUC11ON. ® NEW INTERIOR PARTITION -2" X 6" WOOF 5TUIP WALL W/ I LAYW 1/2" GYP.BP. ROUGH ROLUH OTHER ELECTRICAL EQUIP,TO BE 5WPLIE12 BY ELECTRICAL CONTRACTOR. 5CREWEP/TAPEP BOTH SIRES, ANPER5EN REFER. NO. OPENING OPENING QUANTITY REcEss Tn POS ANPWNNLII�s T PLE L GHTOLIFP" OR APP..EECE CQ�TOMCWHITE, B n A-N G�N�f?AI� N01�S O � � g 3.THE CONTPACtOR5 SHALL BE RE5rON5IBLE FOR ALL PIMEN51ON5&CONPITION5 ON THE INTERIOR TRIM -REFER TO TRIM LEGENP, POOR5 BELOW TO BE ANPEP5EN 100 5EMIE5, U.O.N.REF.QUOTE: 1/'50/24 WIPTH HEIGHT „ � � Z - JOB.THE ARCHITECT MU5T BE NO'IFIEP OF ANY VARIATIONS FROM THE PIMEN51ON5 SHOWN. REF, *R I00 4 PIV.LT5, I I I I Z PROVIDE MOI5TURE RESISTANT GYP,BP.(CAREEN BP.) FOR ALL 51MLLATEP PIVIPEP LIGHTS/ WHITE PREPAINT-, INT,JAMB5,ARGON FILLED GLA55. AO 72 1/2 78 I/4 2 SINGLE HUNG 4.THE CONTRACTOR 5HALL 5UJPPLY ALL LABOR ANP MATERIAL SHOWN ON THE PIZAWIN65 BATHROOM WALL5 AMP CL65,PROVIDE CEMENT WALL BP,FOR ALL IOOSN53066-2 NOTE CONTRACTOR SHALL PROVIDE WINNER SWITCHES FOR ALL RECESS. h...� O UNLE55 OTHEMIM5E NOTED. AREA RECEIVING TILE, INCLUPING FLOOr5. U-FACTOR: 0.3, SOLAR HEAT COEFFICENT: .28, VISIBLE LIGHT TRAN5; .51,CON.RE5,:53, © #200 6 21V.LT5, 72 1121, 78 1/4" 2 5IN6I_�n G POWNLIGHT-5. VERIFY LOCAT1ON5 OF ALL ELEC.PEVICE5 WITH CLIENT. A-O 13A5�M�N1' FLAN v 5,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BEING & PROTECTING ALL INTERIOR PAINT-TO IV "BENJAMIN MOORE" U.O.N., ONE COAT PRIME ROLIGN ROLIGN G REF. 400 2 121V.LTS, 48" S6" I AWNING O I OOA54O3O TEMPEC4 & TWO COAT-5 5AT1N FIN15H C COLORS T.B,P,BY OWNER) U.O.N. AN12EMSEN REFER. NO. OPENING OPENING QUANTITY REF, #400 4 PIV.LT5. 1 1 5INGLE HUNG PU'LEX ELECTRICAL RECEPTACLE z WORK DLOMFNINCA CONSTRUC110N AGAJNST PAMI-ICA E BREAKAGE,COLLAPSE, 12I5TOPT10N & �PM�TO BE 5ATIN FINISH,BATE ZOOM PAINT 110 NAVE MILnICIVE 4 SIM W T PTH I ORE��6006 4 nIV.LiS. �611 781 2 TEMPEREP (Ppr POUBLE nUPLEX ELECTRICAL RECEPTACLE A-1 I I r\S1- f L OOP\ PI-AN V \ MISALIGNMENT ACCOM12ING TO ALL APPLICABLE STATE ANP LOCAL COnF`.5. OI REF. *�500 60 96 I MASTER B.R. DIOOSN53066 36 78 5 5INGLE HUNG 6.THE GEN'L,CONTRACTOR 51-IALL PAY FOR ALL PERMIT'S, FEE5, & CO5T3 RELATED TO THE REF. *k800 4 PIV.LT5, 15c PUPLEX SEPARATE CIRCUIT RECEPTACLE 2 WORK OF THIS CONTRACT.THE GENERAL CONTRACTOR SHALL INITIATE ALL REQUIRED ® HARPWP,MR. -SELECT REP OAKS 1/4 WJ5,LB.FELTUNPEMLAY. INSWING PATIO POOR5-PRIMARY RIGHT PANEL FROM EXTERIOR-TEMPEREP GLA55, Dmr. # 4046 4811 5411 1 5INGLE HUNG (VaI nLPLEX RECEPTACLE/GRCn1Nn FALLT INIEMMLf'T IN5PECTION5 OF ALL WORK COMPLETEP UNPEP THI5 CONTRACT'UNLE55 OTI ERWI5E NOMP. FINISH - I COAT 5TAJN, 3 COATS OF CLEAR 5AT1N POLYI•E2ETHANE C PACIFIC BRANP), O REF. #700 7211 96" I MASTER B.R. gMF. #900 060 2'LT5. 72'' 72" 4 5INGLE HUNG $ wALL SWItcN A-1 11 F I I?51' F L oOp PACK I?AM I NG PLAN FL z 5U3- OOR- 1/2 O THICK PLYWO GLUEP ANP NAILED, 7.THE 5UB-CONIRACTOP5 SHALL AT ALL 1IMF-5 KEEP THE FMEMI5E5 CLEAN ANP ARE OLtfSWiNG PAT10 DOORS-PRIMARY PIGH1 PANEL FROM EXTERIOR-TEMPEMEn GLASS. N mp.#300 4 PTV.LT5. 48" 36" 2 5INGLE HUNG RESPONSIBLE FOR REMOVAL OF ALL MUBBI5H CPEATEP BY THEIR INPIVIPLIAL TRADES U.O.N. ® EX15T'G.TO REMAIN, FINISH -SAND LIGHTLY& FINISH WITH 3 COAT5 OF CLEAR 5ATIN OIOOSN53O6O $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH OIL BA5EP POLYURETHANE(PACIFIC BMANP) 3 REF, #500 6011 9611 1 MASTER B.R. J REF.#1200 4 PIV,LT5. 36" 481, 1 CASEMENT $� RECE55EP POOR ACTIVATEP 5WTCH A-2 5F-CONP FLOOp PLAN U T B.ANY"EXTRAS" FOR ANY ANP ALL FIELD CONPITION5/505TANTIAL CHAN6E5 SHALL BE O OIO0053040 nIV.LtS. 1 11 5INGLE HUNG RECESSED DOWNLIGNT C IOOW) " LIGNTOLIEM" OR ADP.EQ. V q POCUMEN1E9 WITH THE COST ESTIMATE & APPROVE12 BY OWNER ANP OM:NI5 AGENT BEFORE ® CARPET TO BE SELECTED AN12 Pl92CNA5ED BY OWNER. INSWING PA110 DOORS-PRIMARY RIGHT PANEL FROM EXTERIOR -TEMPERED GLA55. OIOO5H53056 36 66 I TEMPEPEP G�i G {� G�i G /� b N 11z 5T-ARTING THE APPITIONAL WORK, 2 PTV.L 11 11 AWNING 44 EXTERIOR REGE5%P PoWNL1GHTC IOOW) 11 LIGHTOLIER" oM ADP.EQ, A-211 51-CONP I LOOP\ Pl_CK I rAMIN6 FLAN F� DOOM *R W112TH: NEIGNi': POOR MAT'L. OPERATION: LOCATION/CILIAN. L 36 30 I 9, PoLmE FLOOR JOI5T5 ARE TO BE IN5TALLEP UNPER ALL WALL PARTITIONS RUNNING I00A55026 TEMPERED MSTRUTER PARALLEL TO THE FRAMING.PROVIDE POUBLE NPR.J015T5 AT ALL O'ENIN65.REFER TO FIR5T FLOOR: FRONT POOR ALT. #1: � CEILING MOUNTED JUNC11C�1 BOX \ 0 \�\� CON51MIC11ON PWG'5.FOR 5IZE5, 4 EXT.-2 3'-O"/ 96"/+ CLAD /GLA55 LEFT/5W1NG FOYER S WALL MOUNTED JUNCTION BOX A-21I SrCONP FLOOf? CLG 1 �pAMING PLAN # - - � o,\� 10.ALL FRAMING LUMBER TO BE POUGLAS FIR 2 CONST.GRADE OM EG. 2 -MATCHING 51PEUG{-E1'S O.A, W1PTN �� WALL MOUNTED nUAL SPOTLIGHT " NEW CEILING MOUNTE12 JUNCTION BOX FOR SURFACE FAN/LIGHT -� 11 II.ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXTERIOR 51 ATNING. TNERMATRU FIBERGLAS/GLS.C�2 ADP.EQ. A FI?ON1'/ .16H-r FLFVA11ON5 \tee EXTERIOR MORTI5E.LOCK5ET, WITH DUAL 5WITCH AT WALL.FIXTI�TO BE 5U'PL FP BY OWNER. �' \ 12,THE CONTRACTOR SHALL PROVIDE SHOP PRAWING5 FOR ALL SPECIAL WORK SUCH A5 BUT _ ,1 _ 1 \�� NOT LIMITEP TO; MILLWORK, SPRINKLER 5Y5TEM5 ANP 5TEEL WORK.ALL SHOP PMAAWING5 O 2 6 7 6 MPF RIGHT/SWING PANTRY NEW CEILING MOUNTED JUNCTION BOX FOR PECE55EP EXHAUST NEEP THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEPING WITH THE WORK, P L U M31 N G L F G FI N P � FAN/LIGHT WITH PUAL 5WIT-CH At WALL. "BPOAN" HEAVY PUTY UNIT A-�1 I f?�A?/ L F-F1' F_L F_VAV ON 5 \\ SOLID INTERIOR MPF POOR -OR APPROVED EQ. OR ADP.EQUAL, ® PPOVIPE ALL NECE55ARY PLUMBING ROUGHING ANP VENTING A5 INPICATEP ON THE O PAIR P-811 7'-6" MPF LEFT/RIGHT SWING PASSAGE d NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT,CONTROL BOX) P CON5TIZUCTION PLAN5. FOLLOW ALL NECE55ARY N,Y.5. & LOCAL PLUMBING COPES 5C7L112 INTERIOR MPF POOR -OR APPROVED EQ. FP ac NEW STRUC111RED CABLE (-TO BE WIPED TO CENT.CONTROL BOX) A-4 PUILP1 N6 5F-C110N/ PF-1'AL5 THAT APPLY TO WORK TO BE COMPLETED.PROVIDE ALL NF-CF-55AIZY DRAIN VALVES yr N O FOP WINTERIZATION,REF.TO CONSTRUCTION PLAN5 FOR FIXTURE TYPE5. O pA IZ P-8" 7'-6 - MPF LEFT/RIGHT SWING PANTRY 0 5MOKE/CARBON MONOXIDE PETECTOR; TO BE WIRED TO CENTRAL ALL WA5TE LINE5 ARE TO BE IN5LLATEP W/ 5OUN2 ATTENUATING IN5U-A110N.(TYI'.) sD BOX OL . Gam- }� PROVIDE FROST FREE NOSE BIBS. 50LIn INTERIOR M12F POOR or APPROVED EQ. FP CONTR A-5 NAILING 5CHF_V UL� NEW POORBELL PER REQUIREMENTS BY THE NEW YOMK STATE RESIDENTIAL CON5TRUCTION COPE, WE CERTIFY ® 3 O V-611 MPF RIGHT/SWING GARAGE CALCLLA ONS& 5TRX ITUR& 0 F_ PER AN5 COM�PIS.YRWITN1H ALL OF NEW YORK 5`rATE CONSTRUCTION 05 SHOWER NEAR(FROST FREE SHOWER BODY) 50L121 EXTERIOR 2 HOUR FIRE RATEP MPF POOR -OR ADP.EQ,W/ F.P.5.C. ALL ELECTRICAL/L1GN11NG 5Y5TEM5 SHALL COMPLY WITH THE RE5check COMPLIANCE A-6 pLUM31 N6 NAILING 5CNF_PUL F COPE BASEP ON C AF&PA) ® GA5 LINE FOR: BBQ, 12M IZ& OVEN: 6A5 TANK LOCATION A5 NOTEP CERTIFICATE(ENERGY COPE 2018 IF-CC)ALONG W1TH ALL EXHAUST 5Y5TEM5, G ON 517E SURVEY, WITHIN THE INNER 6RA55 AREA OF THE CIRCILAR O 3'-0" 7'-6" MPF LEFT'/5WIN6 LAUNPRY DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. SOLIn INTERIOR MPF DOOR -OR APPROVEP EQ. ALL SUPPLY&WASTE LINES ARE TO BE INSI LATER 1M1N SOUND 10 2'-8" 7'-6" MPF LEFT/SWING M.BEDROOM 1 N SUL A r1 O N N O S \ 1 Q � i ATTENl.lA11NG INSILATION.(1YP.ALL) � � \ CONTP\/ \C-rOI\ NO I S 0Fn FLOOR PRAJN: PROV,A V PIA.X 5' P.CATCH PA51N CV.I.FJ. SOUP INTERIOR M12F POOR -OR APPROVEP EQ. II 2'-8" 7'-6" MPF SLIDING POOR M.BA1N PROPOSED EXTERIOR WALLS: 2"X6" WOOF 51U7,PROV,3" TNK,CLOSED CELL FOAM W/ THE ADPITION OF R-8 BATT IN5LLATION BY 'CERTAINTEEP' OR APPROVED EQUAL, AFTER PEMOLITION,THE CONTRACTOR WILL INSPECT TW EXI5TING STRUCTURE & NOTIFY THE 501-I1:9 INTERIOR MPF POOR -OR APPROVEP EQ. -HEAVY PUTY HARDWARE & PULL. (TYPICAL ALL EXTERIOR WALL AREA5) O ARCHITECT OF ANY FIELD CONPITION5& OR PAMAGE TO THE FX1511NCA 5TRUGTUME; PLUMBING FIXTURES: PAMAGE TO THE EXISTING 5TRUCTURE; (T H15 APPLIES TO RENOVATION5 ONLY) OWNER TO 5ELECT 5TYLE5 OF FIXT, INCLUPING THE FOLLOWING: 12 2'-4" 7'-6" MPF RIGHT/SWING C1.05. PROP05EP ATTIC/ROOF: 2"XIO" R.R.PROV.7" THK.CL05EP CELL FOAM W/, I.ORIENTATION OF EX.FLOOR,CEILING, OR ROOF J015t5 THAT DIFFER FROM THE 5INK5,TOILETS, TUB5, FAUCETS,TUB FIXT., & SHOWER CONTROL-5. 1/2 " PMYWALL COVERING 5TUP5. (TYPICAL ALL ROOF AREA5) 1U � ►� CON5TRUCTION PLAN5. FIXTURE ALLOWANCE TO BE PROVIDEP TO OWNER BA5EP ON TYPE5 SOLID INTERIOR MPF POOR -OR APPROVED EQ. `J 2.ROTTEP OR CRACKEP EX.FLOOR, CEILING, ROOF JO15T5,W0OP 5TUP5, OR SHEATHING. OF FIX1 URE5 SELECTED.' � „ PROP05EP BA5EMENT CLG,: R-21 BATT IN5L1-ATION OP APPROVEP EQ,W/ 1/2" DRYWALL Z z A PETEMMINATION WILL BE MADE A5 TO THEIR REPAJR OR REPLACEMENT,(TH15 APPLIE5 TO ALL FIXTUJ Y_5 TO BE PUZCHA5EP ANP IN5TALLEP BYTI E PLUMBER. 13 2 -8 7 -6 MPF SLIDING POOR M.BATH COVERING FLOOR J01515. (TYPICAL ALL AMEA5) l \ ALTERA11ON5/RENOVATIONS ONLY), UNLE55 OTl F WI5E 5PECIFIEP BY OWNER 50LIP INTERIOR MPF POOR -OR APPROVED EQ. -HEAVY PUTY HARDWARE & PULL. NEW INTERIOR WALLS: M-21 SOUND BATT INSLLA110N OR APPROVED EQ.W/ 11211 14 16' W.X 7' H.GARAGE POOR-CLOPAY 6LA55/METAL, PMYWALL COVERING POTN 51PE5, (TYPICAL ALL AMEA5) �L1 G OR APPRQVEP EQUAL, 11/2 N.P,OPENER W/ 3 REMOTE CONTROL5 PR EL OV. BLUF5KIN VP 100 SF AVHFMP WATER RE515TANTAIR DARMER MEMBRANE ^ ' ALL EXP05EP 5URFACE5.C TYPICAL ALL AREA5) I FAMILY PETACI EP PWELLING P L U M 13 I N G N OTF1 S z 5ECONP FLOOR: `- ZONE I I B 1.PLUMBING 5UBCONTRACI-OR TO BE RE5rON51BLE FOR COMPLIANCE W/ALL APPLICABLE 15 .-Bit 7'-6" MPF RIGHT/5WING BEDROOM-2 7 HEATING PAYS -- 5750 COPE ANP 5AFETY REQUIREMENTS. 2, IF WALL PLATE5 OR JOISTS ARE CUT PUZING THE IN5f&L•AT1ON OF PLUMBING FIXTURE5 SOUP INTERIOR mm POOR -OR APPROVEP Ea. � PAN F L PLAN, L F G�N P & N O�5.' COINCIDENT WET-BULB TEMP, - 73 OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE COPE5 ANP O SUMMER PE516N PRY-BULB TEMP. - 83 NOTIFY THE G.C.OF THE CHANGE5. ' 16 2'-4" 7'-6" MPF LEFT/SWING GLC Sl' 0 3, PROVIDE MATERIAL5 FOR WATER SUPPLY ANP n15TOPLMON 5Y5TEM5 PER TABLE5: REFER TO A.I WINDOW& POOR SCNEDILES FOR PANEL LOCAnONS. WINTER DESIGN 121ZY-BLEB TEMP. - 6 P29044, .1, P2904.5 OL , & P2904.6. SOLID INTERIOR MPF POOR -OR APPPOVEP ECI. �"4 - MATERIAL5 FOR PRAIN5,WASTE, & VENT5 PER TABLE P3002.1 & P3111.5 2-3'-211 X 6'-71' 1 1/2" #8 WOOD 5CMEW5 V C ME=FEM TO TABLE 1609.1,4) I -2'-8" X 6'-7" PVC TO BE 5CHEPL-E 40 OR BETTER. I7 2'-8" 7'-6" MPF RIGHT/5W1NG BATH 12� GLAZING 11 U" FACTCx2 - 0,45 # PANEL slz� PANEL slz� � PAT P`L 6'-O"I?PANEL 2'-O"16 PANEL CEILING 11R11 VALUE - 0.45 SOLID INTERIOR MPF POOR -OR APPROVED EQ. wlrnN l IG81f wpm w1C,1Fi1 IMF. rfm AND of 5CI�W5 OTY. Mr. VIM AND#OF 5MVV5 QTY. SPAN SPAN < 8'`0" SPAN < 6'-0" , (� 5'-6"V.1.F. 7'-0" I/2" TEMP.GL5. PERnM \RANG BATHROOM licit #85Mw5a81,O.c. 11 „ O #85cmW5a81,O.C. 11 A_TMNAVV� FOP OFNG pp01�C110N 1 EXTERIOR WALL RVALUE - 0.455'-0 x a'-lo I 1 3-6'=0 x 2'-lo I � � � NOWOMM-14 Vl:"CAL-10 HORIZONTAL-15 V�1211CAL-24 , SNWR. POOR/ENCLO5UME "FRAMELESS GLA55" W/ SAT, NICKEL HINGES OR ADP.EQUAL. \\v f\ FLOOR "P" VALUE - 0,45 #e 51c�ws a 8"C.C. O #8 SCRnws�8"O.C. WOOD STPUCTUZAL PANELS WITH A MINIMUM TNICKNE55 OF 71161, & MAXIMUM PANEL SPAN OF 8'-O" PLUMBING F i x-r rl L 1 S�', "J&K" 2-4'-0"X 2'-6" 3 2 3-7'-0"X 2'-10" I ' 18 2'-8" 7'-6" MPF RIGHT/SWING BEPROOM-3 HORIzoNTAL-Io v>;RncAL-16 HORIzoNrAL-IS velzTlCa.-24 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON &TWO STORY BUILDIN65.PANELS SHALL #6 5MVV5 a all O.C. #8 5aMW5 a 81,O.C. 5HA1.1,BE PMECUT t0 COVER GLAZER OMNINC45 WITH ATTACHMENT HARDWARE PMOVIPED. TOTAL EXTERIOR WALL SCI,FT. - 5,548 SCI.FT. SOLID INTERIOR MPF POOR -OR APPROVEP EQ. �O 11F" 2-5'-0"x 2' 9" I O 3-z'-0"x 2'-Io^ I HORIzoNrAL-IS VERTICAL-12 HOI:IzoNrAL-IS V1;R11CAL-24 (REFER TO SECTION 1609.1.4 ABD 1609.6,5 ANP TABLE 1609.1.4) TOTAL WINPOW 50.FT. - 607 5Q.FT, BATHROOM NXTURE5; BY KOHLER(VERIFY WITH OWNER) 1 11 #8 5MW5 a 81,O.C. #8 5c1�W5 a 81,o,c. 2 2 -4 7 -6 MPF MIGI.11-/SWING CLOS. ��N" 4'-o"xb'-lo" I ® 3-6'-2"x2'-lo" I -"AI3L� 1609,1 ,�. TOTAL POOR GLA55 AREA - 300 5Q.FT. TOILETS: CIMARRON COMFORT I EIGHT-TWO PIECE -K-3497-RA HOOZONM-10 VW"CAL-20 HORIZONTAL-16 VFPnCAL-24 5INK5: THOREAU UNPERCOUNTER LAVATORY-K-2907-4U SOUP INTERIOR MPF POOR -OR APPPOVEP EQ. #8 5MVV5 a all O.C.FINEST RAT10N AREA - 907 / 5,548 X 100 - 16.4 VNM2 SINK FALICETS: FORTE MPE5PREAP LAV,FAUCET-K-102�2-4G "A s v" 2- 7' 0"x 15'-9" 4 WINPBORNE DEBRIS PROTECTION FASTENING SCNEDLLE FM WOOF STMUC11 EZAL PANELS ® „ HORIZONTAL-16 V�"CAL-12 SHOWER TRIM KIT: FORTE E55ENTnAL5 PERFORMANCE PACK-K-I0827-4 2 -8 7 -6 MPF LEFT/SWING BATH TOTAL 5Q.FT.AREA - 4,946 50.FT. #8 sMWS a 81,O.C. PANEL SPAN 2'-01 I< PANEL 4'-0'1 < PANEL 6'-0" < PANEL PROVIDE CU5TOM SHOWER PAN5 PMOV,ALL NECESSARY PLUMBING WN1-5 SOUP INTERIOR MPF POOR -CR APPROVEP EQ. 11D$E11 HORIZONTAL-10 WMAL-22 4'-0"x T-4" 5 FASTENER TYPE < 2 -011 SPAN < �'-O" SPAN< 6'-O" SPAN < a,-Oil 5HOWEM BOPIE5 BY IIKOI -FRII LET 5EAT5 a 5'-6"V.1.F 7'-011 I/2" TEMP.GL5. PER PRAWING BATHROOM 1i 11 #e 5mW5 a all O.C. „ ,1 11 MINIMUM �QUIpM�N1' p�p�OpMANC� PROVIDE TOILET GLAsssHOWERnOORSBYOTHERS ® a 1-IOIZIzoNrAL-20 vFIzncAL-20 2-7'-o X�'-6 4 II/2 6wn,SCMEws I6 16 IZ 9 > SMNR, POOR/ENCL051 M "FRAMELE55 GLA55" W/ 5AT. NICKEL NINGE5 OR APP.EQUAL. ' KITCHEN FIXTLIM L15T: 11/2" #8 WD.SCREWS 16 16 16 12 sic EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM KITCHEN 51NK: UNPEPTONE -K-V83 21 2'-8" 7'-6" MPF RIGHT/5WING or -4 OIL-FIRE125TEAM ANP 120E 10 CPR PART 4-50 PERFORMANCE, FAI IGET: AVATAR 5INGLE CONTROL PLLLOUI FAUCET-KE350 �,d. VERIFY FIXTU- V,L15T WITH OWNER PRIOR TO PURCHASE, SOLID INTERIOR MDF POOR -OM APPROVED EQ. S' <}' S' <}' 71 q 1 •71 NOT WATER BOILERS SUBPART B,APPENDIX N. /�FUE 80% O 11 11 - ------`- < 300,000 BTU/N. 22 2 -8 7 -6 MPF SLIDING DOOM M.`-PATH ---------- ------- ---------- ------- -------------- 501AP INTERIOR MPF POOR -OR APPROVED EQ. -HEAVY DUTY HARDWARE & PILL. 0 I I i I 12 1_6 I I I 12'-911 l� O PAJR 2' 7'-6" MPF LEFT/RIGHT-5NNG BEDROOM-4 �\ �0 I 1 I I I I I I I �. I ,, 11 I I I I 1_ I I I G L 13 -10 I J K I I I 13 9 1 I I G 13 6 n0 AC/ N A�'I N G N O S "UPSTA,E" INT. MPF DOOR -C 1360 OR ADP,EQ. FIXED PULLS C TO MATCH LATGNSETS) FP I ---- --\ I I /r I I ® I I `�' I I O O Z I I I I�1-loll I. MECHANICAL SLBCONIRACTOR 15 RESPO I •� I I \� �� I 71L ,_ 11 > 121-911 _ ANP 5AFETY REQUIREMENTS ACCORPING TO NEW YORK 5TATE RESIDENTIAL COPE5. QTY- I I I I I I 2.HVAC 5UBCONTRACTOR TO FULLY COORDINATE Al_ 5Y5TEM PATA ANP REQUIREMENT5 W/ X- p 10 1?,/ I N I O I M 5'-O" X 3'-101, ------- I I I I I I I I ' 1 THE EQUIPMENT 5UPPL IER. \ \ \ \ \ 1 QTY-5 ---------- I I ' I�'-9" I �� I 3 3.HVAC 5U3CONIRACTOR TO PROVIDE FINAL 5Y5TEM LAYOUT PRAW1N6 & 5U3MIT-IT TO THE 2 -4'-011 X 2'-6 11 QTY-I I I I I I I GENERAL CONTRACTOR, OWNER,ANP EQUIPMENT SUPPL F INTERIOR WlndsorONE CLA55IC COLONIAL(OR APPROVV BY GENERAL CONTRACTOR) 2 - 5'-0" X 2'-911 I I i I I I I PROVIDE TWO ZONE HEATING ANP COOLING 5Ys1EM CON51511NCA OF: I EATING SPECIFICATIONS ALTERNATE GA5 FIRED #1 BA5E MOL12ING : WOBMOOI Qfy"1 QTY-4 ONE GA5 FIRED BOILER: "NORITZ" C13199 -PV 4 ZONE WALL HUNG TANKLE55 UNIT, PIRECT WINPOW SILL: K PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. 4'-5" X 6'-10" OTY-4 CITY- 5 2 -7'-011 X S'-611 PIRECT VENT OR APPROVED EQUAL. 51ZE A5 REQUIREP,EXACT LOCATION IN THE UTILITY RM. W1NPOW& POOR CASING: W00B001 , W005001 2 -7'-01, X 3'-91, 4'-011 X 7'-411 TO BE DETERMINED IN THE PIMP. CROWN MOLPING: W0CM001 -VERIFY WITH OWNER 3 LOW SUBCONTRACTOR TO PROVIDE ALL NECESSARY PIPING,CIMGULAtGRs, CONTROL-5, & VERIFY W/OWNER TRIM OR PER PRIOR TO PUEPWHE. 6'—�}' �`-- 7' 7' �}' .�` -6'-2" > > > LOW VOLTAGE WINING. ALL INTERIOR TRIM TO BE PRIMED AND PANNIER WHITE �1LE55 I I I � � � IEATING 5PECIFICATION5ALTERNATE OIL FIRED #2 OTHERWISE NOTED. ----------- ----------- ----------- ---------- Lu „ 11 I I I I I I I n. fl BIA51 8-40 5 5EGT10N CAST IRON BOILER WITH RIALLO BURNER, C SIZE:AS REQ DJ U.O.N. PROV.8" PIA. "ZERO CLEARANCE" FLUE EXTEMIOMc I I I I I I I >L >L z I 12'-101, I IT-1011 I 10-101' I 12'-101 6, ONE VAUGHN 70 GAL, INDIRECT-NOT WATER 1 EATER, UNLE55 OTNERWI5E NOTED, ,I I I 2 I t I 4 � (�1~I77 fl ALL NECE55ARY PIPING, CIRCLLATOR5, CONTIZOL5, ETC.,ANP ONE I I I I I - w 275 GALLON FUEL TANK, UNLE55 OTHERWI5E NOTED. ---- ----- I I ----- ----- I �. �� I I � ��' I I �� ' 1 -1011 IT-10'I I 2' 12'-101' COOLING 5PECIFICAT10N5 I I I I TWO "CARRIER PERFORMANCE 5ERIE5" 12 SEER A/C COMPRE550R5: UNLE55 OTE ERWI5E I..pN iL�l}'} f i i 1 NOTEP.REFER 5UGGE5TEP LOCATION5ON PWG,A-1. I --- --- I ___-- ___-- I I ___-- ___-- I _ __-- _ I ir,:,7:.11 I TWO "CARRIER" (SIZE A5 REQUIPEP) AJR I IANPLER5 UNLE55 OTHFW5E NOTED, REFER �i �i �i p �} I I _ I � I I I ,,5UGGE5TEP LOCATION5 ON PWG.A-1.SIZE ALL UNITS PER MFG.RECOMMENPATION5. �'1Lli Lli liNP P001 SC11 PUL NO S I I I I I I .^\ 1 1 1 I 1 11 1 1 i 1 I I �, Cy4 NOT WATER COILS,CEILING/ FLOOR OUTLETS A5 PER ENGINEERING 5PEC. IN12 VIPLIAL I 12 -10 I 12 -10 I 2 -10 I IZ -10 �}�. , ?_ AouPER SPACE PE11 IZNS ON SECOND & FIRST FLRS. NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. N °� ®N. PRC�'OSEP NEW FLOOR RE6I51ER5 TO BE INSTALLED,C V.I.FJ ® 10" CERAMIC TILE - "AMERICAN OLEAN" TILE W ADP.EQUAL.TILE HARDWARE; PPOV. 5CHLAGE HVY. DUTY LOCKSET/ LATCH5ET5(5ATIN NICKEL) POPPER W/2011 TILE ON A 45,' TO BE IN5TALEP OVER 1/211 CEMENT & 5AT1N NICKEL NINGE5 THROUGHOUT.(U.O.N.) Lj ALL HEATING/COOLING 5Y5TEM5 5NALL COMPLY WITH THE RE5check COMPLIANCE BOARP, U,O,N.WALL ANP FLOOR GROUT TO HA E WATERPROOF OTY-I CITY- I QTY- I QTY-I 5CALE, CERTIFICATE(ENERGY COPE 2018 IECC)ALONG WITH ALL EXHAUST 5Y5TEM5. APPITIVE MIXEP IN. LO LOKSET- DB C MORIISEP DEAPBOLT 6 FIXED PULL5(TO MATCH LATGH5ET5) 3-6'-0" X 2'-1011 7'-0" X 2F-10" -5 -7'-01, X 2'-10" 3 -6'-2'' X 2'-10" ® 6" X 6" CERAMIC 11LE - "AMERICAN OLEAN"TILE OR APP.EQUAL.TILE LAT-CH5E1- ®ovrrHEAP BALL LATCHES NOTE: O DWG. NAME: BONDER W/201' TILE ON A 45' TO BE IN5TALLEP OVER 1/211 CEMENT NONE: INPICATE5 BEARING POINT LOAF BOARD, U.O.N.WALL ANP FLOOR GROUP r0 HAVE WATERPROOF G.G.TO VERIFY W/ OWNER ALL 5IZE5, 5TYLE5,TYPE5, OF ALL INT. & EXT. POOP5 PRIOR TO TH15 LOAD MUST BE TRAN5FEREP 2 I O 2� G�N�I?AI, ADPIINE MIXEP IN, CRPERIN6.G.C.TO VERIFY ALL 5IZE5, 5TYLE5,TYPE5, & EGRESS COMPLIANCE OF ALL INT., W/ ADEQUATE VERTICAL BRACING, N01--5 ® 1011 X 10" CERAMIC TILE - "AMERICAN OMAN' TILE OP APP. EQUAL.TILE EXT,WINPOW5, POOR5 PRIOR TO ORPEMING, POPPER W/2011 TILE ON A 45' TO BE IN5TfLLEP OVER 1/2" CEMENT BOARP, U.O.N.WALL ANP FLOOR GROUT-TO HAVE WATERPROOF NOTE: THE5E PRAWIN65 ARE I1\151MUMENT5 OF 5ERVICE & APPITIVE MIXED IN, COITTRACTOM TO NOTIFY T W ARCHITECT ARE ThE PPOPEMtY OF TEE ARCHITECT. PWG. NO.: OF ANY ANP ALL MV1510N5 PUE TO PIMP NO CMANGE5& OR MOPIFICATION5 5HALL PE C NT,ANP OR GENERAL ALLOMeP W/O WRITTEN AITHO2IZATION PY THE A _A ' CONTRACTOR WHICH PIFFEM FROM THE ARCHITECT.ANY MEPROPUCTION IN PART OR r/�\ I\v� CON5T•RUGT, PMAWING5/SPECIFICATIONS. WHOI-E 15 STRICTLY PPOHIBITEP BY LAW. I,ALL WORK PMRFORMEP SHALL M IN COMPLIANCr WITH ALL FFPr::M, 5TATE & LOCAL N01I�: ALL rLMCTRICAL WORK TO BM IN ACCORPANCr VVITN THE RLILMS& - PUILPING COPr5 ANP ORDINANCES, RM61,1.AVON5 OF TNM N.Y,B.F.U,ANP A CEF IFICATV_FROM TM N,Y.B,F,U, 2,BEFORE COMMMNCMMENT OF WORK, TNM GENERAL CONTRACTOR 51.1OJ-L�UtzN15H C�1�12 IS TO PE: f'12�5�NT�n t01N� OWN�tz AT TI-�COMI'L�T10N C�THE JOD, & ARCHITECT WITH COf'Ir5 OF ALL RMQUIRMn INSLMZANCE AMP WORKEM'S COMPENSATION THE OWNER SHALL 1ROVIPM ALL SLAZFACE MDUN71 n LIGHT FIXTURES,ALL Z �c Cr-"FICATM5 INCLUPING NAMr5 OF ALL 5UBCONTIZACTOR5 INVOLVEP IN THE CONSTRUCTION, OTNrM ELECTRICAL EQUIP,TO BE SLA'PLIMP BY ELECTRIICAL CON112ACTOR, } s 3.THE CONTMACTOMS SHALL Br RrSPONSIBLr FOR ALL nIMMN510N5& CONPI110N5 ON TNr ALL SWITCHES MP RMCrTfACLr5 TO BM 'LLIMON', "C�MCORA" COLOR T,B,P, JOB,THr ARCHITECT MU5T BE NOTIMP OF ANY VARIAnON5 FROM TW PIMMN5ION5 SHOWN, RECr55MP nOWNLIGHfS TO Br "LIGH1 OLIER" OR ADP,rQ,TRIM -VVHITE, nRA NOTE: CONTIZACTOIZ SHALL PROVIPF- PIMMVF 5W11'CHr5 FOR ALL RMCr55, 0 4,THr CONTRACTOR SHALL SUPPLY ALL LABOR ANn MATERIAL SHOWN ON T1 Ir VVINGS POWNLIGHT5, VERIFY LOCAnON5 OF ALL ELMC,PMVICMS WITH CLIENT, \ U UNLr55 OTI-CRW15E NOTrn, 5,THr CONTRACTOR SHALL Car Rr5PON51BLE FOR ADEQUATELY BRACING & PROTECTING ALL s SAC A" � PLk'LMX ELECTRICAL RECMPtACLM WO PUKING CON5TRLICnON AGAIN5T PAMAGM, BRMAKAGM,COLLAP5r, n115'r0FTION & " MISALRK IGNMMNT ACCORDING TO ALL APPLICABLE STATr ANP LOCAL COPrS, � � � z �� POUBLr PLPLEX ELrCIMCAL RECrPTACLE 6,THr GMN'L,CONTRACTOR 5HALL PAY FOR ALL PMRMIT5, FMM5, & C051'5 RMLATEP TO THr Esc nuPLrX 5rPARA1'E CIRCUIT'warrACLr _ WORK OF THI5 CONTRACT,THE GENERAL CONTRACTOR 5HALL INITIATE ALL IT5CIUIREP 9' -3 1/ 211 9'-3 1/ 211 9' -3 1/ 211 9'-3 1/ 211 9' -3 1/ 2" 9'-3 1/ 211 INS01ON5 OF ALL WORK COMPLMTEP UNMIZ THI5 CONTRACTLE UNSS OfNMRV 5r_ NOTED, (Da, nLIPLMX RMCMPTACLE/GROUNn FALLT INTEMRUPt 1E 1'-8'' X I'-8" X I'—0" P, 1, CONC, FTC, $ WALL SWITCH Z N 7.1'HM 5W-CONTRACTOR5 SHALL AT ALL 11Mr5 KMrP THE PRMMI5M5 CLEAN ANP AT-- 10" PIA. F. CONC, 50NOTUBE OWP TO I" Rr5PON51BLrFORREMOVALOFALLRUBBISHCRMATrnBYTNMIRINPIVIPUA'LTRAPrSU.O,N, r - T.- - - - - - - - - - - - - - - -._ - _.�._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -._ - _-- - - - - -._ - _.- - - - - - - - - - - - - - - - - - - - - - - - ABOVMGRAPM,CTYP,ALL12rXTrRIOR, FTG,S) $3 3-WAY WALL SWITCH 4-WAY Mtn _ _ C'_t'� _ U :. .. :I I" `fi\;I I'• '` ;I I F:, ;I I, I $b5 RECE5%P POOP ACTIVATEP5WI1'CH m 8,ANY"rXTRA6" FOR ANY AND ALL FIELP CON P Ill ON5/5UB5TAN11AL CKWICZ5 SHALL Br I I'. �';;�' I I'. ;�''I I' �'.t I'..�' �' I I'.�;�}' I I'. �'•.�}''I - POCUMENTEP WITH THM C05T ESnMATr &APPROVEP BY OVVNrR ANP OR H15 AGENT BMFORM I L -'J L -':1 L• -':9 L_•_'J L_•_'J L •-' 1 L-._':J RMCr55rP POwNUGHf(IOOW) " UGH1'OLIF-V OR APP,EQ, 5tARnNG THE:APDInONAL WORK, I N til •� EXTERIOR RMCrsSrn nOWNLIGHT C IOOW) " LIGHfOLIMR" OR ADP,EQ, 9.DOLIBLM FLOOR JOISTS ARM TO BE IN5TALLMP UNPMR ALL WALL PARnnON5 RUNNING _ I •� CEILING MOUNTEn JUNCTION BOX ��\\\�� 110 CO SN LTRUC ON PWRAMIFor 51OM5M POUBLF HPR,JOISTS AT ALL OPENINGS,RMFER TO I 20'-3" 5'-8� 5' -9" V,I,r-, 2 wm, MouI.ITrP JLINC11oN Box y 10.ALL FRAMING LUMBER TO BM POUGLA5 FIR #2 CON5T.GRAPE OR EQ, - -_ 1 10 -O" \ \ WALL MOUNTED nUAL 5101LIGI-YC II,ALL EXTERIOR 5n? 1'AP11NG TO Br A130Vr OR BENEATH rXTrRIOR SHEATHING. _ V'1'F' NEW CEILING MOUNS12 JUNCTION BOX FOR 5UMACr FAN/LIGHT � WITH I I TH PURL SWITCH At WALL,FIXTLM TO Br 5UPPUEP BY OWNMR, p 12,TNr CONTRACTOR 51 tALL 1ROVInE SHOP PRAWING5 FOR ALL 5MCIAL VI/ORK SUCH A5 BUf i i \� NOf LIMITEP TO: MILLWORK, 5PRINKLrR 5Y5TrM5 ANP 5SErL WORK.ALL �HOF PMAWINGS r_____ --- -,z ---- r - : -.- - _. _ _- -' - -_T , - _ ,- _. NEW GrIUNG MOLMP JUNC11ON BOX FOR Ma55rn r \\r• " �� FAN/LIGHf WITH DUAL 5W1tCN At WALL, "BROAN" HEAVY nUTY UNIT \\\ NMP THM APPROVAL of THE ARCHITECT PRIOR TO 1ROCr-PING WITH THr VVC m. i i 6 -6 i i �.-- - - ° -'_-- --- ' �'+� - -r Y ' ="1 I`� T. -- ' - - - ' '• 1 Oil i XNALIST \\ \ I goo GAL, ,1 jFOR 4'{ OR ADP, EQUAL, \\\�\ \�\ I uG GAS L -�- -- -7 -r- - -. -�:- - - - - - - T r..T:_ - - - - NEW A13Lr TV r TO CENT.CONTROL BOX) I TANK t'I1'MI7 I _L. �— _. _ i �_-.7'�— _ri - - _�ri":j.•r' -- _ - m. d C RECEPTACL C TO BE WIMP I fO HOU5M, i------- ----------- I'.'I I �`_m;• �: EW 51VLICTLMP CABLE (TO BE WIMMP TO CENT,CONTROL BOX) asr N NOS I I �• ,A I 0� 5MOKM/CARBON MONOXIDE PMTECTOR: TO BM VAMP TO CrNTRAL .• CONTROL BOX, \ pp NEW 12001 MLL PROV,F,C, 5/8 GYP, BP, OVER NEW � -- _ -- -- .- _ -� �=br� PF_R RMQUIRMMMN'C5 BY TM NEW YOW SPATE RM51PMNnAL CONSTRUCTION Com, WE CrRTIFY I y o eF• THAT THM PM51GN CRITERIA 15 PONr Frr PRMSCRIPT]w PM5IGN,ALL OF THr LOAM I I I I I I I I I I I I I � . FUMNACM ROOM CEILING AND WALLS, CALCLLA110N5& STRUCTURAL PLANS COMPLY WITH ALL OF NMW PORK STP�TE CONSTRLICnON { I B - - - - - - ........ NOTE: ALL OUn-rT5 IN GARAGE AMEA TO BM ON A S.C, I. _ coDr BASMP ON( AF&PA) .., I I I I I I I . I I , 1 � '- r- -% �• I I I I I I I I I I I I I I '`;' 20' -6 1 1 --__ J `•.�__ , --- I i PROV,BEAM POCKET(5IZE A5 RMQUIRMP) & (1 PROV,WATCHDOG WATER PROOFING ALONG (TYPICAL ALL FOUN AnON AREA5 , SHIMS, ` I II PMIMMTM OF FOUNDAnON WALL BELOW 1MOV.PBL, 2" X 6" ACQ, SILL PLATE WITH FIN,GRAPE, INCL, PARGEn JOINT BrfVWFN " _ I r FOUNDATION WALL ANP FOOTING, r.^ --`� � -., r: - r j--� r.^r-+ r r--•� I �,1.1 Ti RMITE 5HIF-Ln FIBROUS IN5LLA11ON, - - - - - - - - - - I yl- - - - =:�_ = - - -I = 1 - - - - - - - - - I I - - - - - - - - - I i:e.,.. . 1 - - - - - - - - - I - I- - - - - - - - -1= I - - (TYPICAL ALLXRA5) CHIMNEY CON5TMUCnON: PROV. 2" X 8" PROV, 2" X 8" FRAMING a 12" O,C„COW. L _:r L!-_'L J L-•�'�.� �'_ 'J I_ -'J L•_`.:J \ PROV, 5/8 DIA,X 10" L. STL,BOLTS TNRU O O W/I LAYER 3/4" ACQ,PLYWP,5WATHING 1 I I a \ I' DBL,SILL PLATE MMBMPnrP�INTO CONC, a •. / } <( _ __ \ NO MORE THAN 3 O.C. & 6 12 FROM r� I I I ALL PLATE INTERSMC11ON5,PROV,3" z W/ ADP'L,LAYER I/2" SCREWED CEMENT i I --__ - }� - __ 1 r 1U BP,M 11W_WOOD CHIMNEY BUILT ON TOP 6-0 C.H. ,' � �L/ I` U SQUARE WASHERS ALL BOLTS,(TYP,ALL). OF 12 H.CONCRMTM BLOCK LOWER WALL °1 c v,LF•> i _, -_ OVEM V-4" W.X V P.F.CONG.FOOMCA, I -_ 1� / ----- r~ 1U \ z W/ I/2" LAYER CEMMf PP.,PFOV,TERMITr �� 6 _ 5" P, CONCRrTr SLAB W/ W,W,M, WATER 5HIELP WMIZ BtTM. 2 X 8 1LATr, r 1 I v 1. THROUGHOUT OVER TAMPED GRAVEL BA5F-, — _ I_ I_-. -- -. ._ -- -- _.. 1 _-_- -- I,: C TYP. ENnME BASrMMNT ARrA), PROV, 2 - 10" PIA, "ZEMO" CLEAR 5/5 I I In _ ---- FLUrS(V,I,F,FLLlEDIA,) W/CUSTOM STONE I -__� --_-_ ---�_ 1�` � CAP & 2 CU5TOM CrRAMIC CAP5,EXTERIOR - ------ /- r L - `- -- I I PROV, CONT, 2 THK, RI2,4 GSM FOAM CHIMNEY TO Br COVMRMP IN CLILTIJRMP I I I 1 1 PANEL 6" BELOW FIN. GRAPE(TYP.ALL). (, 5TONE (COLOR T,B,P,).FLA5H ALL ROOF/ ;•' I I I �, WALL PENMTIZAVON5,(TYP, BOTH F-P,) z �1 z 2' X 2' X I'-O" P. P.CON(, F0011N6 j;. I � I I (rM.ALL 8 INTERIOR FOOnNG5) ".{ �` _ II 1 I - PROV, 5, 11211 5Q, STRUCT, STL.COL, I j I y ---------\y - \ _ O BOLT TOFTG, & GIRPrR BrAMSABOVM, r_ -� I\ r .� �' _ a -_..T_^ -r r� (TYPICAL9LOGATIO - - - � _ _ _ - _ - - - - �`= - - - - - _ - - -(: =:E _ - � _ _ _._._._:� __.�:_._._._ _ _ _ _ _ _ = I pi il! I I 11 I-.d a 1 LINT OF WALL ABOVE, I i I PMOV, 2-I 3/4" X 117/8" 61 MICRO-LAM 1• -'_ --- I LVL W (COW.), IN BMAM POCKET5 BOTH ENP5,C TYP,ALL BA5EMMNT GIRDERS ABOVE) is I I r.---, I r---., r— —71 r— I '" •'.' - - - - - - - - • - I ' - - - - - - - 1 I - - - - - - - - - - � '' GAp�AGF_ 51-A13AI OVA LIP I — 141Z, .. PROV.4119.(V,I,F J CONC,VVINPOW WELL _---___-- > TOP OF 8" THK,P.CONC,VVrLL TO Br 3" I_ \ \ --- AL30W GRAM.PROV,PRAINAGr GRAVEL TO 3' BELOW BOftOM of 3' P.COW.Poor'G, rTI �•': Iillllllllllll� •, I �, ,� I I ---, \ I �� - ' I I , PROV,FLUSH ALUMINUM REMOVEABLr GMATE - - PROV,COW. I" THK,BLUM5TONr CAP,CONT. I ,j i'- ��- - - - a FOOf'G,: 1'-6" W.X 1'-0" P.36" B,F•GR, , IIIIIII � j _- i _ J i' -- - - C TYP.3 BA5MMENT WNPOW LOCAnON5) •1.� I.; i• � y I I I � � z� 21 -0I1 11 I o �- _ _ _ _ '�•I s ha I1 `�-� Q. �'-611 i�� Jed �> •I -.t.�-w _ .,T Y .�1 pf f• L m6f r I'. •I 2 L I - 20' -10" 11 6' -O" .-Oil 5" P.CONCRMTr- SLAM;W/ W,W,M, W/ CONY, HAUNCH SLAB FTC,(OVER TAMPEn �[ SAC1 t= J L_.-'J L_•_'.9 GRAVEL BASE C TYP. BASE,AMA). , A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HAUNCH 5LAP: 2' W. X1'-6" P.W/51LL, 21 '-p l l 22' -0'l i�� ;�. {,�0�1�. � L 1�A5� M� Nf PLAN , ass; e: ' F � I ALL FOOTlNC451'O BM PLACr5 ON VIRGIN � 21?1 ©/'/ �. UNPI5TURBrP SOIL, TYP.ALL FOOTINGS,) {'��'" N N N N N ttl a - N N 5CALM: NOTr: OI I I C l� -/li� 1/ 4 11 s 1 1_p i 1 INPICATF-5 BEARING POINT LOAF PWG, NAME' W/ ADEQUATE V�RT1C�BMACING: 2'�OF2� 13A5F-MF-Nf PLAN NOTE: TW5M PRAWING5 AM IN5TRUMrNT5 OF 5MRVICM & COITT1 RACTOR TO NOTIFY TM ARCHITECt AM THM PRO MRTY OF THE ARCHITECt: OF ANY ANP ALL REVISIONS PLE TO FIrLP NO CHANGM5& OR MOPIFICAnON5 SHALL BM DWG, NO.: CONP�CUtNt,ANP OR GMNF:M A A OWMP W/O WRITTEN AUTHORIZATION PY THM CONTRACTOR WHICH PIFFMR FROM THM ARCHITECT,ANY RMPROPUCTION IN PARE OR _O CONSTRUCT.PRAWN65/5PECIFICAnON5, WHOLE 15 STRICTLY PROHIBITI P BY LAW, I.ALL WORK PERFOMMER SHALL PE IN COMPLIANCE WITH ALL FERERAL, STATE & LOCAL NOTE:ALL ELECVICAL WORK TO PE IN ACCOMRANCE WITH THE RLLE5& v PUILRING CORE5 ANR OPRINANCE5. W6U1_ATION5 OF THE N,Y.P.F,U,ANR A CEPT1FICATI;FROM 1HE N,Y.P.F,U. r 2,PEFOPE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR 5HALI. FUIZNI5H OWNED 15 TO PE pRESEN1I;R TO THE OWNER At THE COMPLET10N OF THE JOD, �� _ & ARCHITECT WITH COME5 OF ALL REQUIRER IN5WANCE ANR WOPKEM'5 COMPEN5ATION THE OWNED 5HAA, Fk'OVIM ALL 5I.MACr: MOUNTED LIGHT'FIMM5.ALL � Z g CER1IFICATE5 INCLURING NA.ME5 OF ALL 5UPCONWCT0125 INVOLVER IN TI-t CON5TRUCT10N. OTHER ELECTRICAL EQUIP,TO PE SUPPLIER PY ELECTRICAL CONTRACTOR. } ALL 3,THE CONTPACTOP5 SHALL Pr_RE5PON51ME FOR RIMEN51ON5& CONRI11ON5 ON 1HE ALL SVVItCNES ANR MECEPtACLES 1013E 'LU1120N', "RECOPA" COLOP T,t3,R, O THE ARCHITECT MUST PE NOTIFIER OF ANY VARIATIONS FROM THE RIMENSIONS SHOWN, MECESSER ROWNLIGNTS TO PE "UGNTOLIER" OP API',EQ.TRIM -MITE. Z g NO'M: CONT12ACTOM 51 TALL PPOVIn5 121MWP 5WITCHE5 FOIZ ALL MCE55. � � z -4,1HE CONTRACTOR SHALL SUPPLY ALL LA130R ANR MA1I;RIAL SHOWN ON THE PRAWN65 ROWNLI6HT5, VEPIFY LOCAT10N5 OF ALL ELEC. 12EVICE5 WITH CLIENT, UNLESS 011-ERW15E NOTER. 5.1W CONTRACTOR SHALL C3E RE5PON5113LE FOR Al2EQUAIELY 13MACIN6j FK PROTECTING ALL ® � WORK PLIVING CON5TRUC110N A6AJN5T RAMAGE, DMEAKAGE, COLLAPSE, R15'1`0"ON & It IgUrLEX ELECTRICAL PECEPTACLE z MI5ALI6NMENT ACCORRING TO ALL APPLICAI3LE STATE ANR LOCAL CORE5, sry ROUt3LE RL11'LEX ELEC112ICAL RECEPTACLE z 6,T1-IE GEN'L.CONTRACTOP SHALL PAY FOR ALL PEPMIW5, FEE5, & C051"5 PELATER TO THE 4)5c RUPLEX 5EPA12ATE CIRCUIT RECEPTACLE RK WO OF THI5 CONTRACt,THE GENEMAL CONTRACTOP 5+1ALL INMATE ALL REQUIMER A IN5PEC110N5 OF ALL WOW COMPLETER UNRER TH15 CONTWC r UNLE55 OTNEMW15E NOT E19, � 1 RUPLEX RECEPTACLE/GROUNR FA.LT INIEMMUPT PL 1.THE 5 -CONTPACTOt25 SHALL AT ALL T1ME5 KEEP THE PMM15P5 CLEAN ANt2 Al2� $ WALL SWItCN Z � L13 RE5PON51I3LE FOR REMOVAL OF ALL RUPP15H CREATER PY THEIR INRIVIRI,taL fRARE5 U,O,N, CID $3 3-WAY WALL SWI1CN h-WAY WALL SWITCH 8,ANY"EX11ZA5" FOR ANY ANR ALL FIELD CONP111ON5/5UP5TANTIAL CHANGE5 SHALL PE ® ® ® ® ® ® $� PECE55ER ROOM AC11VATER 5WITCH O R- POCUMENTVP WITH THE C05T E511MATE &APPROVER PY OWNER ANR OR HI5 AGENT BEFORE 4$� MECE55E12 ROWNLIGHT(IOOW) " LIGHTOLIM' OR APP.1 EQ. U N 5TAM11NG THE ARRMONAL WORK, _ EXTERIOR MECE55ER ROWNUGHT C IOOW) LIGHTOLIER OR APE,EQ, 9, ROUBLE FLOOR JOI Sty AT--TO DE INSTALLER UNRER ALL WALL PARI1TION5 PUNNING __ ,_ ____ _ � CEILING MOUNTED JUNC110N PDX PAMALLEL TO THE FRAMING,PROVIRE ROUBLE HRP.JOI5T5 AT ALL OPENINGS,MEFEP TO 5 _�i i -- - -- -- - - CON5TMUC110N RWG 5,FOP SIZES, w"--` --- - w" - --- "--- -- w"--- - w---- --- w 1_ I I WALL MOUNTER JUNCT10N 130X I\ 10.ALL FMA.MING LUM3ER TO M ROUGLA5 FIR #2 CON5T,GRADE OM EQ. 1 O O � mommmmill' \� I , �/,1,�, �� WALL MOUNTER RUAL SPOTLIGHT \ 11.ALL EXTERIOR STPAPPING TO K ABOVE OP PENEATH EXTEMIOM SHEATHING, 1 -- - \\ �, ® � NEW CEILING MOUNTER JUNC110N 130X FOR SURFACE FAN/LIGHT \� mm Tj 1 \\ G / WITH RUAL 5\MTCH At WALL.FIXTURE TO PE 5WPLIEt2 PY OWNER, ',\gg\\ 12.THE CONTRACTOR 5NALL PROVIRE 5HOP nMAWING5 FOR ALL SPECIAL WOW 5UCH A5 PLIT E E ��i/ E \ \ NOT LIMITER TO: MILLWORK, 5PMINKLEP 5Y51EM5 ANR 511 EL WOPK,ALL SHOP RMAWINGS NEW THE APPROVAL OF THE ARCHITECT PRIOR TO PMOCEERING WITH THE WOMK, sc � � \ _ 1 I NEW CEILING MOUNTER JUNC110N 130X FOP PECESSER EXNAUSt I E23 �_ �� FAN/LIGHT VVI1H RUAL SWITCH AT WALL, C3ROAN NERVY RUN UNIT �\\\ !\_i\® R // OP APE,EQUAL, \�� \\ \ G do NEW CABLE TV RECEPTACLE (TO PE W1MER TO CENT.CONTROL PDX) NEW 5TM-JCTUT12 CABLE (TO t3E WIRER t0 CENT,CON1120L PDX) ®5V 5MOKE/CARBON MONOXIRE I2ETECTOR: TO PE WIPER T MFL O CENT // ' - ---- \• ® ', M, M npOOM p CONTROL PDX. ' PER PEQUIREMMr5 PY THE NEW YOMK 5TATE RE5112EN11AL CON5TRUCT10N CORE, WE CERTIFY IS'-9"x I5 -O" Rim NEW 120OMI3EL1, THAT THE RE51GN CRITERIA 15 PONE- PER PRE50W IVE 12E51GN,ALL OF THE: LOAl2 / \ I `------- 1 I GF1 NOTE: ALL OUTLETS IN GAPAGE AREA TO PE ON A S,C, CALCLLAT10N5& 5TMUCTUMAL PLAN5 COMPLY WITH ALL OF NEW YOM 5TAM CON5TMUC11ON / I I1 -------—4 / ,' w CORE PASER ON( AF&PA) a3/ 1 //' ! 1 \ 1 I I I I I 1 1 I I 1 JD/F \ f O 1U i' -/ --- I GF1 ! 40j-p——— —�� `\1 — \I D.C. 17117 1 \\� nR�r>Ru�v. p 12 / C�05, F I I ! I \ O�IJT' rPIP TO gP-61,x15'-0'=_ I z \ --- - � o� i KI1'CN�N. i I\,,\ 1 4 to W. i 71 _011 EFL17 -------------------------� F - Cl - -10 ---- - -- ------- �JD f'AN1k:'Y � 5,-O„X15'-10" II\ O/i-�\I+ I 4,155XI '_6" \\\ I1\ I \I • \ 3 1 I 'lrc reparation ' ------ ------ % � a;; I ! r�.quirod as per DENGN/LOCKRRS Cl, / 3 n NYS Code 1 / LIP r . / 17 R, 17 R. \ LP ! PR.MR. \ FL. \ I + /F + , I z U L=ii I , 1 -0--_L__,,----0. W 51'UI2Y/ L91NIN6 r"m, 13'-ID" xl9'-10" MAXIMUM 619,055 F1,001,, AQ A; --- w - --- _ _ , /_ _ _ _ _ _ THF-5F- AMA5 �XCL PF_ 13A5_MF_N1', I'DI?CN�5,/ I��CKS Of? A1'11C J w A 14 -L3 FII?5f FL�002 AMA; 2,552 5,rf, I N F-Q. 5�CONn FLOOP, AMA: 1,050 5,F, > 'rC'r F1_002 AMA: 3,652 5,F.SF-C,''A' I '-2 1I TOM- &L.OWAPIX FLOOP, AMA: 3,632,6 5,r-,�Q, �Q, �Q, �Q, I ��'3 �>� ' 201_I 11 W.F. 21 '-O" 22' ED A ,, z a N0-g9p''.� 02121 `gyp� N N OF NEB 4 5CALE: I?��I?�NC� NO�5 r'�FF ? NCB NOBS I?��?�NC� NOBS I?�f✓�p�NC� NOBS NOS` I/ 411 p��p�NC� N01�5; O�� I C� 5��' INRICA1E513EAMING POINT LOAD PWC'' NAME 12EF."A" PMOV,ALLOWANCE FOP 3 CU5TOM BUILT-IN WALL UNIT5 t0 CLG, CL05Et INTEMIOM TO CON515T OF 5 FIXEt2 5HELVE5 ON RIGHT PMOV, PLLL-t2OWN At11C ACCE55 STAIR, "PE55LER" OM APP,EQ, F,"K" PROVIt2E NEW CU5TOM 5TAIM: FLOOR TO FLO012 HT. - 10'-0"+/-W.F. TH15 LOAJ2 MU5T PE T AN5FEMEI2 2 1 O 24 VENEER TO PE 5TAINEI2 WALNUT OR APP.EQ,ON ALL EXP05ER 51M (1/2 CL05ET VVIRTH),LEFT 5112E TO CON515T OF CONT,FIXER PROV, POL.CWOME O,H, EXHAUST FAN TO PE RUCTER OUr5112E 5TAW PE5CMIPTION: CLEAR REt2 OAK 1REA125- 11" +/-, CLM.PINE W/ AI2EQUATE VERT1CAL PRACING. r 1125 FL1001p, 5URFACE5 POTH INTERIOP/EXTEVIOP. INTFPIOR TO DE RESIGNER COAT R012 & FIXER SHELF, UNIT5 TO PE MA12E OF CLEAR PINE ARJ, EXT.WALL.ALLOW 02,800.00 FOP UNIT ANR RLICT1NG. PI%IQ5.FOPMEI2 OAK"LING ANR TURNER OAK 5PINRLE5, PALING FLAN PEP CLIENT'5 MEQUIMEMWr W/ INTEPIOM LIGHTING, PAJNTEV W/ ' COAT5 OF PEN, MOOMI; 5EMI-6L055 PANT. PPOVIRE 10' 121A.EXHAU5T VENT-(GALVANIZER & 5CREENER) CONnNuE5 ACP055 PALCONY APOV'E, NOTE: THESE 12RAVVINGS ARE INSTRUMENTS OF SERVICE & CL05ET INTERIOR TO CON515t OF CONT,FIXER COAT MOR & 5H. �,"n" TO EXTEPIOP WALL 50FFW AMA. F,"�" PPOV,10" PIA.5QUARE FIMPGLA5 5T RUCt.COLUMN,ARV fRIM PER EXTEPIOP UNIT5 TO PF_ MARE OF CLEAR PINE PAINTER W/ 3 COAT5 OF PEEN, ® PPOV,CU5TOM 1/2' THK.TEMPERER FPAMELE55 5HOVVEP ROOM/GLA55, COLUMN5, PAINT 3 COAT5 PENJAMIN MOORS PAINT.(5 INTERIMCOLUMNS), OF ANY CTOM TO NOTIFY ANR ALL REVISIONN IE ARCHITECTS RUE TO FIELR N THE PROPERTY OF TIC ARCHITECT, F ANY NO CHANGES&OR MORIFICATIONS 9-TALL PE RWG, NO,: MOORS 5EMI-61-055 PAINT. VERIFY LENGTH IN TI_FIELR X T H. CON CIENT:ANR OP GENEMAL ALLOWER W/O WRItTMN ALITNOMIZAT10N PY TI-L 12IMEN51ON5: P-6" H.X 1'-,4" R.W.F. CONTRACTOR WHICH RIFFER FPOM THE ARCHITECT,ANY REPRORUCTION IN PART OR A- 1 CON511ZUCT.RPAWING5/5PECIFICA10N5, WHOLE 15 5TMICTLY PMOHIPITERPY LAW, 1.ALL WORK PERFOMMEP SHALL PE IN COMPLIANCE WITH ALL MI?Fl fU-, 5TAS & LOCAL PUILMNG COt2E5 AN12 OMINANCE5. M� 2.MFORE COMMENCEMENT OF WORK,THE GENERAL CONTPACTOR`HALL FURNISH OWNER &ARCHTECT WITH CO°IE5 OF ALL WEQUIMP IN51.IWANCE ANP WOWKEW"5 COMPEN5AT1ON Z CERTIFICATES INCLUPING NAME5 OF ALL 5LUOCONTRACTOR5 INVOLVEt2 IN THE CONSTRUCTION. 3.THE CONTRACfOP,5 5HALL PE ME5PON5113LE FOR ALL 1:71MEN51ON5& CONVITION5 ON 11t JOP,THE ARCHITECT MU5f DE NOT1FIEE2 OF ANY VARIATION5 MOM THE MMEN51ON5 SHOWN, Z 4.THE CORACTOM SHALL 5LPPLY ALL LABOR ANt2 MATERIAL 5HOW�1 ON THE MAWINGS z WT UNLE55 ONEMWI5E NOM12, U s 5.THE CONTRACTOR SHALL M WE5PON5113LE FOR Al2EQUATELY PRACIING & PROTECTING ALI- u WOWK t?IXING CONSTRUCTION A6AIN5f t2AMAGE, PMAKAGE, COLLAPSE, M%OMT10N & � Z MI5ALIGNMENT ACCOR121N6 TO ALL APPLICABLE STATE M12 LOCAL COpE5. 6.THE GEN'L.CONTRACTOR SHALL PAY FOR ALL PEWMIT5, FEE5, & CO5f5 RELATER TO THE 5F-C A' -R WORK OF THI5 CONTRACT.THE GENERAL CONTRACTOR 5HALL INITIATE ALL MEQUIREI2 IN5PECTION5 OF ALL WORK COMPLETEt2 UNt2EM TH15 CONTRACT UNLESS OTI_IEWWSE NOTEt2, 7.THE 5UP-CONTRACTOR5 5H&I-Al AI-TIM55 MEP THE MMI5E 5 CLEAN AN12 AIT- N P RE5PON5IME FOM WEMOVAL OF ALL RUI3PI5H CREATEt2 PY THEIR INPIVIPUAL TRA12E5 U.O.N. PROV. 5 I/2" X 5 I/2" ACQ.PO5T5 OVER [� Z _ _ CONC. 10" ILIA, LTG, I" Af30V5 FIN.GRAMS. � ^ V > � B.ANY"EXTRAS" FM ANY ANP ALL FIELt2 CON1211ION5/5LV5fAN1 &CHANGES SHALL ME ABOVE A 2' X 2' P.CONC. <TYp,ALL) I I I I I I I I I I f ROV. 1POMPAIR F.J,130TN 51 51M51'OST, � � - t2OCUMENTEt2 WITH THE CO5T E5TIMATE & APPROVEt213Y OWNER AN52 OR HI5 AGENT BEFORE L J L J J J J J J W/ fECO'5 TO CONT.FLA5HEt2 ACQ.HEAMI?. 5TARI1N6 THE A12121110NAL WORK, TYPICAL ALL FIR5T FLOOR DECK AREAS) 9, t70UBLE FLOOR JOISTS ARE TO BE INSTALLER UNt2ER ALL WALL PVTI110N5 RUNNING IL PARALLEL TO THE FRAMING.PROVIRE 12OLME;HRR,JOI5T5 AT ALL OPENIN05.REFER TO �� Q5 Q3 CON5TRUCTION 12W6 5.FOR 51ZE5. 10,ALL FRAMING LUMBER TO BE ROLMA5 FIW #2 CON5f.GMARE OP EQ. X: x_ r- -1 r _� x_ 11,ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXTERIOR 51 EATHING. N N L/ ; J N 00 p CD p C3 12,THE CONTRACTOR SHALL PROVIRE SHOP t21ZAWIN65 FOR ALL SPEC:IAL WORK 5LICH A5 BUT tV - -- -- -- -- -- --NOT LIMITER T0: MILLW01M, 5PWINKLER 5Y51EM5 ANI2 5TEEL WORK.ALL SHOP RRAWINGS \J-1 TIC L, 1 I \IMME\\\\\\\ NEE?THE;APPROVAL OF THE;ARCHITECT PRIOR TO PROCEERING WITH THE WORK. --� ��- MOV.5HEARWALLHOLR-ROWN5MOM I -- -- -- - - - - - - -- -- -- -- --=-'= - -- -- -- -- -- -- - - -- -- -- - -- -- -- -- -- -- TI-IE5E; LOC.TO CORNER.REF.TYP. MT.12-11, I I - - I MIN RWG,A-6(TYP.ALL EXTERIOR CORNERS), I I I PROV.2-1 -5/4" X 9 1/2" GP MICRO- I I I L - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -N I THESE -PTO CORNER - OWN5I2E O[9-1 1, O LAM LVL UNREW FIM5PLACE5 C TYP.) _ I I RWG.A-6 (TYP.ALL EXTERIOR COWNER5). PER REQUIMEMENT5 PY THE NEW YOM STATE RE5112EN11AL CON5TRUC110N CORE, WE CERTIFY Tl-IAT THE t2E51GN CRITERIA 15 PONE PER PRESCRIPTIVE RESIGN.ALL OF THE LOAl2 CALCUI-MON5& 5TRUCTUMAL PLAN5 COMPLY WITH ALL OF NEW YOFK 5TATE CONSTRUCTION I I 0 v O 0 6 0 6 CORE PA5EI2 ON( AF&PA) I N p N p 1 N p N p I I = : OU 06 O�i I I xp xp xp I 1 I I I I I I I I I I I I I I I I I I 1 I — __ _ I I FIR5T FLOOR WALL ABOVE(TYPICAL) I I I I U I ; o c i I PROV. 2-I 3/4" X 9 I/2' GP MICRO- i LAM LVL MOO PART1TION5(Tyr.) _ \ z I � I I 1 06 xp xp xp up xp I PROV. 2-I 3/4" X 11 7/8" GP MICRO-LAM LVL W1 1 3 8 X—ir, 5T_.PL.(cow.) FLUSH GIRRER M51ING IN BEAM POCKMT5 I I I z BOTH EN125. C TYP.ALL BASEMENT GIWRER5. FIR5f FLOOR WALL ABOVE (fWICAL) I I I I �------------- PROV. 2-I 3/�I" X II 7/8" GP MICRO- I I -- -- -- -- - -- -- -- -- -- -- � , O LAM LVL UNRER PARTITION5& POINT LO 5, I C TYPICAL ALL FLOOR AREASJ -- � I - � I I I I I I I I I I --------, iL __ i______________________________ I I O I I I I I I 4 I l I I V 1 I I I I O� 0, Ou I xp xp xp �O x0 I I vJ N= I I I n�.•. � I i � � � I I I f- 2 1 I ^ ^ II I^ I 1 I l) I O� Ou I � Z� I I I i I fl I � � I I j� -- -- -- -- -- -- — — I — — — — 1 �_ L-———— I 1 > o I — I I x I II I I I L--------------------------------------------- 5F-C, A'� l A-ilk NO lu LU � 0 0 0 TH15 MAWING 15 FOIz MMMNa ONLY ANt2 15 NOr INTFWA n TO PF_ 5C&EV, OFy z N � SCALE: NOTE: 1/ 411 OI I I CIi �li� INRICATE5 MARING POINT LOAR RWG. NAME: TH15 LOAR MLI5T BE TRAN5FEWER 2 1 O 24 W/ AREQUATE VERTICAL BRACING. FII'.51" FL , nF-CK MAMING FLAN NOTE: THE5E RRAWN65 ARE IN5TRUMENT5 OF SERVICE & CONTRACTOR TO NOTIFY THE ARCHITECT ARE THE PMOPMMTY OF THE ARCHITECT, OF ANY ANR ALL WEVI51ON5 RUE:TO FIELt2 NO CHANGES&OR MORIFICATION5 SHALL 13E RWG. NO.: COM M57FIEZ3 NT,ANt2 OR GENERAL ALI-MCP W/O WRITTEN A nORIZATION PY THE CONTRACTOM WHICH RIFFER FROM THE ARCHITECT.ANY MPRORUCTION IN PART OR CONSTRUCT.12RAWING5/SPECIFICATIONS, 1M ME 15 51VICTLY PMOHIPITE2 PY LAW. A- 1 . 1 i i GFN�p"& NOTr-15 FL_�CTP,,ICA l,F,GFNt2 1.ALL WORK PERFORMED 5HALL BE IN COMPLIANCE WITH ALL FEDERAL, 51'AI; & LOCAL NOTE; ALL ELECIIZICAL WORK TO BE IN ACCORDANCE WITH 1NE MLLES& � � U BUILPING COPE5 ANP ORPINANCE5. M6LLAT10N5 OF THE N.Y.B,F.U.ANn A CERI1FICATE FROM THE N.Y.B.F.U. a r 2,BEFORE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR SHALL FLVNISN OWNEM ' IS TO BE PRESENTED TO THE OWNER At THE COMPLETION OF THE JOB. &ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE ANP WORKER'5 COMPENSATION THE OWNER SHALL PMOVIPE ALL SURFACE MOUNTE LIGHT FIXTURES,ALL Z CERTIFICATE5 INGLUPING NAME5 OF ALL 5U3CONTRACTOR5 INVOLVED IN 11-IE C0N5TMUC1ION, O1NER ELECTRICAL EQUIP,1013E SLPPLIEP BY ELECTRICAL RICAL CONTRACTOR. O 3,THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL nIMENSiONS & GONDIT10N5 ON THE ALL 5WITCW5 ANP MCEPTACLE5 TO BE 'LUTRON', "DECORA" COLOR T.B.P. } O JOB.INS ARCHnCT MU5T BE NOT1FIEn OF ANY VARIA11ON5 FROM THE DIMENSIONS SHOWN, RECESSED DOWNLIGH151013E "LIGN1 OLIER" OR ADP,EQ,TRIM -WHITE, z g NOTE; CONTRACTOR SHALL PROVIDE DIMMER 5WITCHE5 FOR ALL RECESS. Z 4.THE CONTRACTOR 5HALL 5WrLY ALL LABOIZ ANP MATERIAL SHOWN ON THE MW1N65 12OWNLIGHr5. VERIFY LOCATION5 OF ALL ELEC, PEVIICE5 WITH CLIENT, UNLE55 OTHERWI5E NOTED, 5.THE CONTRACTOR 5HALL BE ME5PON5IBLE FOR AM62UATELY BRACING 81 PROTECTING ALL WORK PUKING CON5TRUCTION AGAJN5r PAMAGE, BREAKAGE, COLLAPSE, r'15TORTION & v DUPLEX ELECTRICAL RECEPTACLE ® `S MISALIGNMENT ACCORDING TO ALL APPLICABLE STATE ANP LOCAL COPE5. Z �� nOUBLE PLA'LEX ELEGTIZIGAL RECEPTACLE 6.THE GEN'L,CONTRACTOR SHALL PAY FOR ALL PERMIr5, FEE5, & C05T5 RELATED TO THE c C 1 I AI I WORK OF THI5 CONTRACT,THE GENERAL CONTRACTOR SHALL INITIATE ALL REQUIREDSL Esc PLIPLEX SEPARATE CIRCUIT RECEPTACLEo IN5C11ON5 OF ALL WORK COMPLETEP UNnER THI5 CONTRACT UNLE55 CTWIZW15E TE NOD. �GFI DUPLEX RECEPTACLE/GROUNn FAULT'INTEMRL '1 PE 7.THE 5UP-CONTRACTOR5 5HALL Ar ALL 11ME5 KEEP THE PREMI5E5 CLEAN ANP ARE $ WALL SW1rGN � z `N RESPONSIBLE FOR REMOVAL OF ALL PLVL315H CREATEP BY THEIR INPIVIDU/V,TRAnE5 U.O.N. $3 S-WAY WALL SW1TCN 4-WAY WALL SWITCH w � 8,ANY"EXTRAS" FOR ANY ANP ALL F►ELP E CONPITION5/5UB5TANTIAL CHANGE5 SHALL B $ns RECESSED HOOK ACTIVATED SWITCH v DOCUMENTED WITH THE C05T E5TIMATE &APPROVEP BY OWNER ANP OR HI5 AGENT BEFORE RECESSEn DOWNLIGNr C IOOW) " UGNTOLIER" OR ADP.EQ, � � U � _ 5TARTIN6 THE AnPIVONIAL WORK. EXTERIOR RECESSED POWNLIGNr(IOOW) " LIGHTOLIER" OR ADP, W. \Z) 9,POU3LE FLOOR J015T5 ARE 1013E IN5TALLEn UNPER ALL WALL PARTN10N5 RUNNING PARALLEL TO THE FRAMING.PROVIDE DOUBLE NPR.JOI5T5 AT ALL OPENIN65.REFER TO CEILING MOUNTEn JUNCTION BOX �� CONSTRUCTION PWG'5.FOR 51ZE5. \ ��\ WALL MOUNTED JUNCTION BOX 10,ALL FRAMING LUMBER r0 BE nOUGLAS FIR #2 CONST.GRAnE OR EQ. � WALL MOUNTED DUAL SPOTLIGHT II,ALL EXTERIOR 5TR1WPIN6 TO BE ABOVE OR BENEATH EXTERIOR SHEATHING. i � � NEW CEILING MOUNTEP JUNCTION BOX FOR 5URFACE FAN/LIGHT 12.THE CONTRACTOR SHALL PROVIDE SHOP PRAWIN65 FOR ALL SPECIAL WOW\5UCH A5 PUT' I I WITH DUAL SW1TCN AT WALL, FIXTLNZE TO BE 5LlF'PLIEP BY OWNER, NOT LIMITED TO: MILLWORK, 5PRINKLER 5Y51EM5 ANP STEEL WORK,ALL SHOP PIZAWINGS 414 NEED 1NE APPROVAL OF THE ARCHITECT PRIOR TO PROGEEPING WITH THE 1NORK, I00 I � NEW CEILING MOUNTEn JUNCTION BOX FOR RECESSED EXHAUST I I FAN/LICAK WITH PURL 5WITCH At WALL. BROAN HEAVY nUTY UNIT i I OR ADP,EQUAL, INN \\ I I do NEW CABLE TV RECEPTACLE (TO BE WIMP TO CENr,CONTROL BOX) 4 sT NEW STRUCTURED CABLE (TO BE WIREC2 TO CENT,CONTROL BOX) 05V 5MOKE/CARBON MONOXIDE DETECTOR: TO BE WIMP TO CENTRAL N 0_rr_1 CONTROL BOX. PER REQUIREMENTS BY THE NEW YORK STATE RE5IPENTIAL CON5TRLICTION CODE, WE CERTIFY NEW DOORBELL THAT THE 12E516N CRITERIA 15 HONE PER rM5CRIP11VE PE516N.ALL OF THE LOAD NOTE: ALL OUTLETS IN GARAGE AREA r0 BE ON A S.C, CALCLLATION5& 5TRUCTURAL PLAN5 COMPLY WITH ALL OF NEW YORK 5f TE CONSTRUCTION ^ CODE BASEP ON< AF&PA) V 1 on O U � III HIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �3 \ z I I - CI-05. '�W 13�1�P?OOM-4 ®sty ®sn I2'-0"xI2'-6" I Z ------ i K CLG, PO U5p/ — --- \�— d 21 I -------' C GFI —3�9 -----------'/' I I - - / — 1- — — - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_-- -- I - - ��'�;- - 24 I i PA 13'-9" x13'-101, �/ 22 - -IL ............1 ----------------- � 29'—QI LOFT 6-0"X 9'-0" I 1 235 —Q I liGcit I � 3 Ioft2il — — — — —.—.—.—.J PMOV.ALUMINUM(WHITE) CABLE-RAIL 36" �- I / p AJ H.BOLTED TO POUBLE 5TUP ARAP T OR j Q i I I II _ _ / _ APP.EQUAL.(TYPICAL ALL HECK AREA5.) Z v 1 usBi ____- ,, `9t7N, - 5CARF 2" X 10" ACQ.F.J. a 1/4"/Ft, ��c _ I I ! " SLOPE W/ 3/4" ACQ, PLYWOOn.BP, v I - _ PROV. EPnM RUBBER ROOFING. t�O _ -'/ ------ ® I G FR NOT'NAIL SLEEPERS 51 EPFM5 fl I 13� DOOM-2 sn - - - I i COOS, 16 1�" x 13'-10" i - - - - - Q - - i I 4,-0„x 5,-6„ CLG. I I N j I I fl � licit G N f_ _ IF 1 1 L L J A > 10' -51I 10�_51I 6�_211 13�_61I 23 _ > > 5F—C.IIA'I 21 O __. �v vkEp A z tat No-� 51�CONP FL, 00P-,, PLAN O O o 0 121 dQ� fl �S NOFN N L N N 5CBLE: N°'t' S 1/ 411 .__ 1 1_p1i INPICATE5 BEARING POINTLOAn 0� I I 12W64, NAME: Izl�•"A" PROV.ALLOWANCE FOR 3 CUSTOM BUILT-IN WALL UNITS TO CLG. �• 'c" CLO5Er INTERIOR t0 CON515T OF 5 FIXEn 5WLVE5 ON RIGHr �," ' PROV,PULL-19OWN AT11C ACCESS 5tAJR, "BE55LER" OR APP,EQ. �,"K" PROVIDE NEW CU5TOM 5TAJR: FLOOR TO FLOOR K. - 10'-0"+/-V.I.F. THI5 LOAn MU5T BE TRAN5FEMEP VENEER rO BE 5rA1NEP WALNUT OR APP.EQ,ON Al- EXP05En SIDE (1/2 CL05ET WIDTH),LEFt 51M TO CON515T OF CONT. FIXED PMOV.POL,CHROME OP.EXHAU5r FAN TO BE PUCTEn OUr5IM 5TA IZ DESCRIPTION: CLEAR REP OAK TREAP5- 11" +/-,CLR, PINE W/ AnEQUATE VERI1CAL BRACING. Sr-CONP F110012 SURFACES BOTH INTERIOR/EXTERIOR, INTERIOR rO BE M516NEn GOAT ROD & FIXED SHELF.UNIT5 TO BE MAPS OF CLEAR PINE ADJ.EXr.WALL,ALLOW 02,800.00 FOR UNIT ANP DUCTING. R15EM5,FORMEP OAK RAILING ANP TURNEP OAK 5PINPLE5, MAJLING R-AN PEM CLIENT'5 REQUIREMENT W/ INTEMIOM LIGHTING, PAJNTED W/ S COAt5 OF BEN. MOORS 5EMI-GL055 PANT. PROVIDE 10" PIA.EXHAUST VENT-(GALVANIZED & 5CMF-NEP) CONTINT5 ACR055 BALCONY ABOVE, NOTE. TI IESE DRAWINGS ARE INSTMUMENrS OF SERVICE & CLOSET INTERIOR TO CONSIST OF CONT,FIXED COAT MOD & 5H. "n" TO EXTERIOR WALL 5OFFIf AREA. �,"�" PROV. 10" PIA. SQUARE FIBERGLA5 5TMLICT.COLUMN.Ann TRIM PEM EXTERIOR UNIr5 t0 BE MAPS OF CLEAR PINE PAINTEP W/ 3 COAT5 OF BEN. ,"�' PROV,CUSTOM 1/2" THK.TEMPERED FRAMELE55 SNOWS&POOR/GLA55. GOLUMN5.PAINT''5 COAT5 BENJAMIN MOORS PAINT,(5 INTERIOR COLUMN5), OF ANY N19 ALL MVNoT1 I THE AR TO FIt ARE THE PM 5&OTY OF THE ARCHITECT. OF ANY AND ALL REVI510N5 PUE TO FIELn NO CHANGES&OR MODIFICATIONS SHALL BE DWG, NO.. MOORS SEMI-GL .055 PAINT ."�" VERIFY LENG HE TH IN T FIELD X 7' H. CONPTMR�ENt,AND OR GENERAL ALLOWED W/0 WRITTEN A M'10RIZATION BY THE 12IMEN51ON5: 1'-6" H.X 1'-4" P.V.I.F. CONTRACTOR WHICH DIFFER FROM THE ARCHITECT,ANY REPRODUCTION IN PART OM CON5TRUCt.PMAWIN65/SPECIFICATIONS. WHOLE 15 5TRICSY PROHIBITED BY LAW. A�2 GFINF NOBS I.ALL WORK PERFORMED SHALL M IN COMPLIANCE WITH ALL FEDERAL, 5TAS & LOCAL PUILPING CODE5 AND ORDINANCE5, W � U 2.MFORE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR 5FV" FURNI5H OWNER ~� &ARCHITCT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'5 COMPEN5AT10N CE"FICATE5 INCLUDING NAME5 OF ALL 5LOCONTRACTOR5 INVOLVED ITV THE CON5112UC110N 3.1NE CONTRACT0R5 5HALL PE RE5PON5IN_E FOR ALL DIMEN51ON5 & CONDIVON5 ON THE JOP.THE ARCHITECT MU5T PE NO11FIMD OF ANY VAMIAT1ON5 FROM 11 IE PIMENSIONS SHOWN. z g 4.THE CONTRACTOR 5HALL SUPPLY ALL LABOR AND MATERIAL 5HOWN ON THE DRAWINGS Z UNLESS OTHERWI5E NOTED. 1H C E ONTRAC11OR SHALL M RESPONSIBLE FOR ADEQUATELY PRACING & PMTE OCI1NG ALL s 5. WORK DURING CON5T RLIC110N AGAN5T DAMAGE, BREAKAGE, COLLAPSE, DI5TOR110N & Z MISALIGNMENT ACCORDING TO ALL APPLICAM5 5TATE AND LOCAL CODE5. 6.THE GEN'L.CONTRACTOR SHALL PAY FOR ALL PEMMIT5, FM5, & CO5T5 RELATED TO THE WORK OF TH15 CONTRACT.THE GENERAL CONTRACTOR 5HALL INITIATE ALL REQUIRED IN5PMC11ON5 OF ALL WORK COMPLETED UNDER TH15 CONTRACT UNLE55 OTHMM M5E NOTED. 7.THE 5UB-CONTRACTOR5 SHALL AT ALL 11MF-5 KEEP THE PREM15E5 CLEAN AND ARE u RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL T RAM 5 U.O.N. Z N 8.ANY"EXTRA5" FOR ANY AND ALL FIELD GONDIT10N5/5W5TANTIAL CHANGE5 5HALL BM v > DOCUMENTED WM i THE C05T ESTIMATE & APPROVED BY OWNER AND OR H15 AGENT BEFORE v 5TARTING THE ADDIVONAL WORK. N 9.DOUBLE FLOOR J015T5 AM TO BE IN5TALLED UNDER ALL WALL PAMI11TION5 RUNNING PAMALLEL TO TIt FRAMING.PROVIDE DOUBLE HDR.JOISTS AT ALL OPENINGS.REFER TO CON5TRUC11ON DWG'5. FOR SIZES. \ �\ 10.ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST.GMADM OR EQ. 5F-C Al I \\ 11.ALL EXTERIOR 5TMAPPING TO BE ABOVE OR PENEATH EXTERIOR SHEATHING. 12.1HM CONTRACTOR SHALL PROVIDE SHOP DRAWW65 FOR ALL SPECIAL WORK 51,ICH A5 PUf - _._,.. _.--- -_. _---_.----.__-__- NEED 1HM APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH TI�' WORK, NOT LIMITED TO. MILLWORK. SPRINKLER SYSTEMS AND STEEL WORK.ALL SHOP DRAWINGS r .. - - _-- �----- - PMOV. 2 1 3/4 X 9 1/2 GP MICRO-I.AM --- --- ----- LVL G.J.TO RIDGE BM.POINT LOAD5 V1� (YPICAL TWO LOCA110N5) I �- - — - NOTF, ,III PER MEQUIWMENT5 BY THE NEW YORK 5TATE RE51DENVAL CON5TRX11ON CODE, WE CERTIFY THAT THE M516M CRITERIA 15 DONE PER PME5CRIP1IVE DE516N.ALL OF THM LOAD — J CALCULAT10N5& 5TRUCTUMAL PLAN5 COMPLY WITH ALL OF NEW YOMK STATE CON5TRUC110N PROV. 2-I 3/4" X 911211 GP MICRO-LAM LVL C.J.TO MIDGE BM.POINT LOAD5 CODE BASMD ON< AF&PA) �' �' �' (YPICAL TWO LOCAT10N5) u u u u u v u _Ou OvI Ou O� it xp xp xp xp xp xp xp yl I PROV. 2-1 3/4" X 1I 7/8" GP MICRO-I AM LVL W/ I-3 8" X II" 511.,PL.C GONT,) GIRDER RE51IN6 ON POINT LOAD5 BOTH END5. ALT: i lu 11 Ilk L PMOV.2-1 3/4" X 11 7/8" GP MICRO-LAM J24 0 _ LVL OVER ALL DR./WINDOW/& TRIM OPGS. EXTEND B" BEYOND ACTUAL OPG. m v -- (TYPICAL ALL AREA5) 3 3 up l FIM5T FLOOR WALL BELOW(TYPICAL) p o x ZZ SECOND FLOOR WALL AT30VE(TYPICAL) PROV. 2-1 3/4" X 11 7/B" GP MICRO- _- N L _ - LAM LVL UNDER PAR11110N5& POINT LOADS, (TYPICAL ALL FLOOR AMEA5.) r0 r0 xZ x� IN 7 Nu 71 U _ _ 0� j r0 PO N� N� PROV. 2-1 3/4" X 117/8" GP MICRO-LAM x\Z) x LVL W/ I-3/8" X I I" 5TL. FL.(CONT.) IN INC41P MM RM5TING ON POINT LOAD5 VOTH END5. ro14 � N ALT: p N N WOV.5-1 3/4" X 14" GP MICRO-LAM LVL LVL(CONT.) 0 ----------------- � ZN > aov NIQ Nv v X X�D IN nO X[ 00 00 O� (V INlV 1� - `> fl � N 5eC,"A" > i LU o TH15 LWAWING 15 FOI2 Pr_-Fr-;MNa ONLY ANn 15 N01'INTrW2E 71'O 13F- 5C&L P. I r + kA ` . - 02121 SCALE: NOTE: , I 1 -()11 O I I lNDICAV5 PEARING POINT LOAD nWG. NAME: W/ ADEQUATE VERTITCAALL I'WACING. �'I�'2� 5F-CONn R, MCK TAMING MAN NOTE: THE5M DRAWING5 ARE IN5TRUMENT5 Cr-SERVICE & �1'RACTOR TO N011FY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT. OF ANY AND ALL REV1510N5 DUE TO FIELD NO CHAI1J6E5& OR MODIFICAT10N5 5HALL BM DWG. NO.: COUNT,AND OR GENERAL ALLOWED W/O WRITTEN AI.ITHOMIZA11ON BY THE CONTRACTOR WHICH DIFFER FROM THM ARCHITECT.ANY REPRODUC110N IN PARE OR CON5TRUCT.DRAWING5/5PMCIFICA11ON5. WHOLE I5 5TRICTLY PROHIBITED BY L A-2 . 1 AW. M G�N�I�AI� NOBS � � I.ALL WOMK PERFORMED SHALL BE IN COMPLIANCE WITH ALL.FEPEMAL, 5W; & LOCAL u BUILDING C012E5 ANP OMDINANCE5. w 2.BEFORE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR SHALL FURNISH OWNER U� & ARCHITECT WITH COPIES OF ALL MEQUIREP INSURANCE AND WOMP'5 COMPEN5ATION Z CERT1FICAS5 INCLUPING NAME5 OF ALL 5UBCONTMACTOP5 INVOLVED IN THE CON5TI2UCTlON. � O 3.THE CONTRACTORS SHALL BE ME5PON51BLE FOR ALL PIMEN51ON5& CONPI11ON5 ON THE ® [ JOB.THE ARCHITECT'MU5r BE NOTIFIED OF ANY VARIAT10N5 FROM THE 1:2IMEN510N5 SHOWN, 4.Tit CONTRACTOR SHALL 5UPPLY ALL LABOR ANP MATERIAL SHOWN ON THE DRAWINGS � � O � UNLE55 OTHEMWI5E NOTED. U 5,THE CONTRACTOR 5NALL BE WE5PON51BLE FOR ADEQUATELY BRACING & PROTECTING ALL U 7 WORK PUKING CON5TRUC110N AGAINST 17AMA6E, BRE GAKAE,COLLAP5E, D15TORTION & M15ALI6NMENT ACCORDING TO ALL APPLICABLE 5TATE AND LOCAL COM5. Z &THE GEN'L.CONTRACTOR SHALL PAY FOR ALL PERMIT5, FEE5, & C05r5 MELATEP TO THE 5F-C. 'A 9° WO OF TH15 CONTRACT,THE GENERAL CONTRACTOR SHALL INITIATE ALL MEQLJIREP MK IN5PEC110N5 OF ALL WORK COMPLETED UNDER TH15 CONTRACT UNLE55 OTHERWISE NOTED, 7.THE 5UB-CONTRACTOM5 5HALL Ar ALL TIME5 KEEP THE PMEM15E5 CLEAN A'ND APE Z ME5PON51BLE FOR REMOVAL OF ALL RW[315H CMEATEn BY THEIR INPIVIPUAL•tPADE5 U,O.N. 8.ANY"EXTPA5" FOR ANY ANP ALL FIELD CONnITION5/5w5TANTIAL CHAJ\IGE5 5HALL BE = U DOCUMENTED WITH THE C05T E511MATE & APPROVED BY OWNER AND OM HIS.AGENT BEFORE 5TAP11NG THE ADPIT10NAL WORK. 9.POLME FLOOR JOI5r5 APE TO BE INSTALLED UNDER ALL WALL PAP.IITION5 MUNNING sv PARALLEL TO THE FRAMING, PROVIDE POUPLE NPR.J015T5 AT ALL OPENIN65.REFER TO CON5TiZUCT10N DWG 5. FOR SIZES. b b 10.ALL FRAMING LUMBER TO BE DOl IGLAS FIR #2 CONST.GRAPE OR EQ. N N j N 0 0 0 0 ------------- \�\ II.ALL EXTERIOR 5TI2APPING TO BE ABOVE OR BENEATH EXTERIOR SHEATHING x x x x ,. � �� CHIMNEY KRICKI r : 7/12 PITCH,LEAN 12,THE CONTRACTOR 5HAL1-PROVIDE SHOP PRAWIN65 FOR ALL SPECIAL WOMK SUCH A5 BUf COATED COPPER FLA51-1ING A5 WQ'L7. I I N N N (V AT ROOF & INTO SIDE OF CHIMNEY. I I � NOr LIMITEIE D TO: MILLWOM, SPRINKLER SYSTEMS ANP 5TMI-WORK.ALL SHOP PIZAW1N65 I I \ \\ NEED 11- APPROVAL OF THE APCHITECT OR PRI TO PROCEEPING WITH THE WORK, I I �\\�\� TRIE VALLEY ENP CONNECTION AT ALL I I \\��\\\ RIDGE BEAM5 W1 51MP50N HANGERS I ILILULILL W/ 5KEW& 5LOPE ANGLE5 HU, M5C5 CZ-T. I I OR APPROVED EQUAL-(TYPICAL ALL LOG,) ————————————— TRX VALLEY END CONNECTION AT ALL RIPE BEAM5 W/ 51MP50N HANGEM5 N O PROVIPE CONT. 2 - 1 3/4" X 14" GP- 21'1 X ioj,l 12.R.0 11 21 j X 00 R.R. W/ 5KEW& SLOPE ANGLES HU, M5C5 GLT, LAM LVL RIDGE BEAM.(TYPICAL ALL APEA5) 16 O.C. L) I6' O.C. TYP. L) OR APPROVED EQUAL.(TYPICAL ALL LOC.) FIM5T FLOOR WALL BELOW(TYPICAL) 5TRAPPING CONNECTING RAFTERS TO TOP PER REQUIREMENTS BY THE NEW YORK STATE ME5119EN11AL CCN51RLICIION COPE,WE CERTIFY PLATE5 TO 5TUD5 TO BE 51MP50N 1-12A THAT THE PE516N CRITERIA 15 PONE PER PRE5CRIP1lVE PE516N.ALL OF THE LOAD PROV. 2-1 3/4" X 11 7/8" GP MICRO-LAM (TYPICAL ALL APEA5) CALCULAT10N5& 5TMETI gZAL PLAN5 COMPLY WITH ALL OF NEW YORK 5TATE CON5TPUGT10N LVL OVER ALL DR./WINDOW/& TRIM OP65, COPE BA5EP ON( AF&PA) EXTEND 8" BEYOND ACTUAL OPG. PROV. 2-I 3/4" X II 7/8" GP MICRO-LAM v ` (TYPICAL ALL AREAS) EXTEND 8"' BEYON ACTUAL OpG, IM OPGS. PMOVIPE CONT. 2 - 13/4" X 14" GP- (TYPICAL ALL APEA5) LAM LVL RIDGE BEAM.(TYPICAL ALL APEA5) 0 91 O " \ STRAPPING CONNECTING RATTERS TO TOP Ni � " PLATES TO STUDS TO BE 51MP50N H2-A x x _ N (TYPICAL ALL APEA5) 21-1 X 1011 12.R. 16-1 lo.c. L) N lV O � 2H X 10H R.R. O IFT 1 11 I � 9/ � i z z 44 fl 2 X 10 R.R. z 16' O.G.$ITW. L) fl tn� d C z N\Z Nlb (Vf �- v PROV. 2-1 3/4" X 11 7/8" GP MICRO-LAM -' LVL OVER ALL DR./WINPOW/& TRIM OPG5, v EXTEND 8" BEYOND ACTUAL OPG. O v (TYPICAL ALL APEA5) x p FIR5r FLOOR WALL BELOW(TYPICAL) Kl N n 5ECONP FLOOR WALL BELOW(TYPICAL) n V Xo o" x0 ?� N� U — N� V V U x� I Xcj - N� N� Q b i Q 1L fl� fl �- N � 5F-C ''A - S�CONf� F1, 001?, 0� 11,, IN6 N?AMIN6 PLAN Z �AE° ABC' TH15 LWAWING 15 FOP, MMMNCr; ONLY /.�� ;K No ANn 15 NO-r INTF-WE fO PF- 5CALM -k fl 02121 �Q N N N SCALE: NOTE: -I / QII 11 -011 INPICATE5 BEARING POINT LOAD Or ,r I Cr, 5FI T MCA. NAME: TH15 LOAD MU5T BE TRAN5FEMEP 2.I O.24 5�CONn FI , POOF W/ ADEQUATE VERTICAL BRACING. MAMING PLAN NOTE: THE5E DRAWINGS ARE IN5TRUMENT5 OF SERVICE & COWPACTOP TO NOTIFY THE ARCHITECT ARE THE PMOPEMTY OF THE ARCHITECT. OF ANY ANP ALL RMVI510N5 DI.JE TO FIELD NO CHANGES&OR MODIFICATIONS 5HALL BE 12WG. NO.: CONS 11'fOt 57MENT,AN[?OR GENERAL ALLOWEV W/O WRITTEN XITHOMIZAVON BY THE CONTRACTOR WHICH DIFFER FROM THE ARCHITECT.ANY REPRODUG110N IN PART OR ' CONTRAACT.PRAWING5/5PECIFICAT10N WH 5. OLE 15 5TRICTLY PMOHIBITEP BY LAW, Fzz Z s U � Z Z "0 1 2 tzOV',(LIT " X SL13-FASCIA WITH 2 TFX" FASCIA Can, �° TOp OF AMC FL., I'COA 51"MNLJAMIN M0OM" PAJN ATS 1 a- N - Z � -- - - -- -- - -- -- - - - - - - - - - - 6" WHITF ALUMINUM GLITTER ANn W LFAPEP5,U.O.N.(TYPICAL ALL AI2FA5), TOP or- WINOW rROV,CON.3/4" x 6" "Vr;P5ATFX' _ - (� U 5OFFIIt W/ 5CMEF NFn I" VFNT OD (TYPICAL ALL ATA5) - V PWV,7" 130ARV & 13ATTFN 51N6LF VINYL ~� EQ.W/ "13 X%IN" vv AE' IN LIFU OF \\ ' _ I STYVFK(PTYPCALL A1ZFAs) oR MPP�ovFn �\\\NWRINI``' \ 00\\\\ O. \om\\ \� RNI WOV. LIFFTIMF GMF A5PHALT ROOF �\ 5HINGLF5(TW.ALL AT::A5)OVF_R 15 W. V.I.F. M.11" U,O.N, (COL—OR T.13.12,) \• �\e ' ro PPOV, "WFATNCRWATCN" UNrRI_AYMFNT p OF 5FCON FL, UPVNNCPO� 000 uPO" ' IICA, A ROFAMA5) \\� amm\� 6" WNITF ALUMINUM GUtT>;f2 ANn - - - - - • - - — LFAMk5. U.O.N. TYPICAL ALL ATA5). rop of WINnOW �/ PPOV.CON,3/4" x 6" "Vl Ir5ASX" C SOFFIT W/ 5CWFF NFn I" VFNT (TYPICAL ALL AMA5) 9' - CA - 8' 8" 5Q, I OMO FIPEFR61,_A5 5TRLJCTlFA_ COL. OR API'. FQ. (TYP, 9 LOCATION5) , - rRov. 51141, X 6 #2 aL?AR nFCKING OR A .l3Y OWNFIZ, l (FP ALL FXT F_RIOP nFCK LOCATION5) - rop or FIpsT Loop APPL.5SP IF GRAVE HT,FXCFFn5 7 3/4". I � 'I` . ' ' .. . ' . . .. • ..: ': . . . '. . • . .: • . . ' : •• .. - - ---- --- - Lam•.-'_ _ . _•_ .� •' .. _^y-._T-.: ._'• . . 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FQ.) r,I - - - - - - - - - - • - • - - - - - - I . - . . -L . - . - . - . - . - . - . - . - . - . - . - . - . - ---------------------------------------------- -- - - I I I I I I I I I I I I �.®c 12 t I I I I I I I I I I I I I �`�fJ24f- j� N N 2 I I I I I I I I I I SCALF, �II L1 L L_ I L ------------------------------------------- L I I I I I I I I J NOTF, rr `/'�' I 4 I O 9 i I L__ L__J L--J I L--------------------------------------------- ---J OFF I CV /FIT I II N I AS5OAV MUSTN 4POINTI OAP nWG, NAMF; I F k?,O N f L F VATI O N I I +W/ AnFQUATF VFI2T1GAL 1312ACING, I O �� MOW/ pIGN1' rop OF C3A5FMFNr FLOOR I I I I F_�F_VA1'ION5 II _________ _________ ___________ ________ ____ ___ ____ II NOTF; TNF5F PPAWING5 AM IN5T12UMFNT5 OF SERVICE & _ �'i LT - ------ ---------- -- ------�------ -�- -- ---- -- 1 L 1 OOM ACTOP TO NOTIFY THE ARCHITECT AT THE FROf'F;M OF TIC APCHITFCT, ------ _--J OF ANYAW ALL WV1510N5 nLIF TO FIFLn NO CHANGF ALL 5& OP MOVIFICAVON5 SH ft ------------------------------------------------ -------------_-� — ---- � C N,ANn OR GFNFRAL ALLOWFt7 W/O\Wl-rTFN AU OH IZA'nON PY TNF nWG, NO,. CONTRACTOR MICH n1FFFP FROM THE ARCHITECT,ANY I2FPROPUCTION IN PART OR CON5TRLICT,nRAWING5/5MCIFICATION5. WNOLF 15 5TRICSY I'RONII31TF12 PY LAW. TOP Or orcir- (V,I,r-,) t - - • — • — • — • — • — � v z rk'OV. "LIFE1IMF-" "GAF" ASPHALT ROOF } SNIN6LE5(TYP,ALL AITEA5)OVR 15 L13, ® ? FELT, U,O,N, (COLOR f1312,) Z g PROV, "VVEATHERWATCH" UNI2ElaLAYMF-Nf N ALONG EN11W- BOTTOM E126E OF ROOF Z (TYPICAL ALL ROOF AREA5) � O � s Z Z WOV,CUf 2" X 10" 5W-FA5CIA NTH 5/4" X 10" "WR5ATEX" FA5CIA P12. TOP OF AT11C R , FILL ALL NAIL HODS& APPLY 2 COATS j' 1 COAr5 "BMNJAMIN-MOORS" PAINT v 9 u _ ORAPP,EQ,(TW.EXPOSER 5IM5) -- - -- - -- - - - - - -- -- - -- -- - -- -- -- Z N `= 6" WHITE ALUMINUM GUTTER ANI2 . — . — . — . — . — . — _ L AI2 R5, U.O.N. TYPICAL ALL AMA5), V TOP OF WINI20W T- _ PROV,CONT,'5/4" x 6" "WR5ATEX" 5OFFIT W/ 5CWENEI2 I" WNf PROV. 3/4" X 8" "VER5ATF-X" VIM 1312, � � S � US (TYPICAL ALL AW-A5) K K W/ 3" "VER5ATEX" CROWN TRIM(TYP. 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FELT, U,O,N, (GOLOR T,13121) / PROV, "MATHOWATCH" UN F-RLAYMENf ' ALONG ENTIRE BOTTOM ERGS OF ROOF UP S'-O" (TYPICAL'�LL ROOF AI2EA5) TOP Or- At11C M, > - TOP OF WINI20W — — / / �_- - i = \ \ OF ""-'YP,,,AM I P G _ G8" "VER5ASX" 11TIM BI2, \ '- W/ 3" "VERSATI;X" CROWN MM(TYP, � C.N. / - - ALL APEA5 U.O,N,) \ Q 32' SIRING f3'Y��FR1 AINTPF►2 OR APPROV C2 V•� �' 8 "5 2 - - EQ. W/ "BUr::5KIN" WRAP IN LIEU OF �v TYVFK, (TYP.ALL Al F-A5) \ 0 O v- / -— - t- z �T PROV, 3/4" X 6" "VER5ATI X" CORNER \ BOAITI2 W 5 4" X 4 ' WNI2OW TRIM \ �' / 12 3 •1•F• JLJ12 V,I 5URROUNt2, (TYPICAL ALL NI ,A5) \ TOP or 5Ec Nt2 m \ N • -� •�•= 6" W1-IITE ALUMINUM GUTTER AN12 � � — — .� . — . — . — . — - _�' - _ R5, ,N, CAL ALLAtTEAS - • - � I n n "- 2 PROV,CONE,S/4" x 6" "WR5ATEX" n SOFFIT W/ 5GREENEI2 I" WNf 9 - (TYPICAL ALL AI2EA5) C.N. z I > >L SQ, ROUM12 FIBER6LA5 5TMJIC•I•URA- I z ,.... - COL, OR APP, EQ, (TYP, 9 LOCA110N5). �C1E©A PROV, 5/4" X 6" #2 CEI2AR t2ECKING OR APP,BY OWNER, "` C TYPICAL ALL EXTERIOR MCK LOCAT10N5) TOP �r- FItT5T m0012 = • ''s; ;ti,;. I Annl.,STEP IF GRA12E Hr,EXCEEI25�3/4" (S�� t — . .— . — . — . — . — . — . — — . — . — . L . — . — . — . I• I I I I I I I I I - - - • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — • — •�— Q2121 QQ� fl � •� N N I I I I I I I I I I I I I I I I I I �Op(IIE�� N N N tll - 24 I _O I I I I I I I I I I I I I I I I I I i i I � I I SCALE- - tV N r l I T- rl IT________________ I I I I I I I I I I I I �� -1-L --------- L1 �------------j I �L�, �L1, �L.1, �1--1� I I I I I I I I I I NOTE: L---J-----------L---I ---------------- ' ' ----------i i L--J L_-J L__J L J i i I L]I I I i "OI I LOA I I I NI2IGAT>;5 BEARING POINT 12 t2WG, NAME: I VAVON I I W/ At2EQUATE W"CCAL BRACING, 2'10'24 I NI� TOP Or- BA5EMF-NT"MOOtT A 10N5 L--------------------------------------------------------------------------------------j I 9 i -LT---------------------------------I------------------------------------------------- NOTE; THE5E PRAWIN65AIT, IN5Ti WNf50F SERVICE & �OR'f2ACTOR TO NOTIFY THE ARCHITECr AM THE PROPERTY OF THE AITCHITECI'. ------------------------- ------------------------------------I I -L-_-J OF ANYAN2 ALL REV1510N5 t2UE r0 FIELt2 NO CHANGES& OR M012IFICA1ION5 51�lALL BE MCA. NO.: - ---- ------- COklrrlTo]T5-CFlNr,AN2 OR GENERAL ALLOWCI2 W/O WITITTEN AUTHORIZATION PY THE CONTRACTOR WHICH I2IFFER FROM THE AITCHITECf,ANY MPRO12X-nON IN PAITf OR CON5TRUCf, 12RAWING5/5PECIFICAT10N5, VMOLE 15 5TRICTLY PROHIBIT t2 BY LAW. z � N PROV,PM. 2" X 6" AGO SILL PLATE(TYP,) WALL6" 10" P.GONG,FOUNDATION WALL 5TU19 Z WALL.PROV. MIN.8" FPN. 5WATHIN6 5IMP50N HL35 KANT_5AG L51122 OR MXP05Wr--A130VW FIN.GRAPM N16LF PUTY SIMPSON L5TA21 STRAP ' 1 N 5ULA-'1 ON N O�5 ® � C TYP.ALL AREA5) ��''� BRPCKWT RIDGE WITH C 16) IOd X 11/2 FA5TWNER «) 2"X 10" e; �I CONNECTION OF WALL Z g SHEATHING TO WINDOW BEAM <STRAP REQUIRMD FOR 16" J015T I SCRWW THROUGH WINDOW I al HEADER PBL,MICROLLAM PMPTH OR MEMBER5 WITH SLOPS - - BRAGS At MACH HEADER :4=," PPOrO5Fp rMIZIOR WALL5, 2"X6" WOOD 5TUp.rROV,3" 1NK.CLO%p CALL FOAM W/ z e OF 7/12 OR GRWATMR), PROV,WATER BARRIER BETWEMN - ti:.: - FLANGE ^^ Q ° e HEADM I CONNECTION OF WALL THW AV[2I11ON OF R-6 BATT INSULATION BY CERTA WTWEP OR APrIZiOVFp EQUAL. `� U e FOUNPATION WALL & ACQ.RIM J015T, I 0.75" X 3'3 MIL - lii ' C IFATNING t0 2"X 6" STUDS (TYPICAL ALL F-XT�MOR WALL AT_A5) v PROPO5Ep AT11C/ROOF: 2114011 R.R,PROV,7 THK.GLO5MP CELL FOAM W/ Z 2" X 10" R.P. �;�_' 1/2 " PMYWALL COVERING 5TUp5. (TYPICAL ALL ROOF ARWA5) - PROV. 2 CONTINUOUS # 4 JACK i' Z W_-PAR.(TYP,ALL AREAS) STUDS PROP05E?BA5MMMNT CLG., R-21 BATT INSULATION OR APPROVED EQ.W/ I/2" DRYWALL GOVWRING FLOOR JOISTS. (TYPICAL ALL AREA5) NEW INTERIOR WALLS: R-21 5OUNP BATT IN5LLA11ON OR APPIZOVEI12 EQ.W/ 1/2" z N PRYWALL COVERING BOON 5im-5, C TYPICAL ALL AREAS) � � PROV,BLUWSKIN VP 100 SELF APHMRMD WATER RE515TANt AJR BARRIER MEMBRANE ALL EXPOSWp 5URFACM5, (TYPICAL ALL ARWA5) U COI2N�12 CONN�C110N n�_ CONNF-C110N OF 06M Pi FOUNPA110N nF-1'AIL n1 X- 13�ING n3 CONNF_C'nON OF WALL 5N�ATHING n5 C F-XAMPLF-> QA5 PE�AM TO p00F �1�I2 q-3 PLA1� 1"O FOUNPA110N q-3 C F_XAMpL�) A-3 1"O WINI2OW NF-AnF-f2 q-3 O\\\�\\ C �XAMI'L�> ( �XAMf'L�) C �XAMpL�> \\ me \ gg PROV. CONT. "COPRA,RIDGM VENT" ON \\ \ ALL NIPS. (TYp,ALL RIPGW ANP HIPS). O,SF� 1 R PROVIDE COAT. 2 - 13 4" X 14" GP- MATE C RP54> LAM LVL RIDGW BEAM.C TYPICAL ALL AREAS) NEW ATTIC/ROOF: -42 -6" - 7" SPRAY FOAM IN5ULATION. TRU55 BRACING (MT512) PROV. 5/8" AGO.PLYWP,ROOF SHEATH. (TYPICAL ALL ROOF ARMA5). X.a for of RAIL cv,I,F,) ,�� . — . — . — . — . - - Q 12 PROV. "LIFETIME" "GAP% ASPHALT ROOF l o 8 V.I.F. 5NINGLE5(TYP, ALL Ad',A5)OVER 15 L.P. FELT, U.O.N. (COLOR t,B,PJ ry p PROV. "WEATNERWATCH" UNPMRLAYMENT _ ALONG ENTIRE BOTTOM EDGE OF ROOF (11►�/ LIP S'-0" (TYPICAL ALL ROOF ARMA5) PROV. 3/4" 1-& G PLYWP. 5LV-FLR, (GLUE & 5CR'EWMp) TYP.ALL FLOOR PROV,CUT 2" X 10" 5�LO-FASCIA WITH � AREA5). CEMENt BP, IN BATHROOMS. 5/4" X 10" "VER5ATEX" FA5CIA BD. STUD r0 STLa2 roP OF AT11C 1=LOOrz FILL ALL NAIL HOLE5& APPLY 2 COAT5 (C516) COAT5 "MN-AMIN-MOORW" PAINT' �L 2"x ia1 C.J.a 211 x 10"CJ,a OR ADP,EQ,(TYP,EXPOSEP 51PE5) O O ie C.C.(TW.All.) ib O.C.-(TW.w l� 6'� WHITW ALUMINUM GUTTER ANP 16d sINK�R OR STUD TO BAND JOIST r01' OF WINDOW L 5.U.C.N. TYPICAL ALL AREA5). } 3" O.C.VERI1CAL (C516) — — — — — — — — PROV.CONT. 2-3/4" x 6" "VER5ATEX" U ,. 4" O.C.HORIZONTAL HFAPM ANCHORAGE PROV.7" BOARD & BATTEN SINGLE VINYL SOFFITS,C TYPICAL ALL ARWA5). C L5TAI8) SIDING BY "CWRTAJNTEMD" OR APPROVMp z Z 11� \ STRONG-WALL I WQ. W/ "BLl SKIN" WRAP IN UMU OF PROV. 7" BOARp & BATTEN 51NGLM VINYL SNWARWALL TYVWK, (TYP.ALL AREA5) 51PING BY "CMRTAINTMt2" OR APPROVED (TYPICAL AT I 9'CA. WQ.(TYPICAL ALL EXTERIOR WALLS.) � EACH CORNER) PROV. BLUE5KIN VP 100 5MLF Al2NF-IF PIZOV.2-1 5/4 X 11 7/8 GP MICRO-LAM 8' —O" WATMM WE515T. AIR BARRIER MWMBMANW ALL h PROVIDE CONT. 2 - 1 3/4" X 14" GP- h , LALVL OVER ALL DR,/WINDOW & TRIM OPGS. EXPOSED SUMFAGES. C TYP.ALL WXTERIC�fZ) PROV. II 7i 8" BOX BEAM - LAM LVL RIPGM BEAM,<TYPICAL ALL AREAS) IC TYPICAL ALL AREAS) 27 PROV. 2-I 3/4" X II 7/8" GP MICROLAM EXTEND 8 BWYOND ACTUAL OPG, z PRE-ATTACHED ' SILL PLATE f0 LVL OVER ALL pR,/WINDOW/& TRIM OPGS. P 2) WITH I ' F N6 U5 ON W.F. EXTEND B" BWYOND ACTUAL OPG,(fW ALL) 15 Xlo k• 12 PROV. "LIFWTIME" "GAF" ASPHALT ROOF C I2) Spy I/4 X 3 % . # USING LISP BEARING FA5TENMRS < 1' . • ° <• d ♦ mac•cr '�� —3 V.I.F. SHINGLES(TYP,ALL AREAS)OVMM 15 LB. PLATE FA5TENEWS -or' OF 5r-coNp FL. FELT, U.O.N. C COLOR T,1" LlN \ • C I-�3P5/LBPS) PROV, "WEATNERWATCN" UNpWMLAYMMNT ALONG ENTIRM BOTTOM EDGE OF ROOF FOLJNPA ON a a I, a UP-5'•-0" (TYPICAL ALL ROOF AREAS) TOP OF WINDOW 8" SQ, ROl-11'Mp FIBMRGLAS STRUCTUP.AL � 5ILL PLATE TO PROV. R-19 BAt1-IN5UL. 3/4" FOIZMLLAR PROV. 2-1 3/4" X 117/8" GP MICRO-LAM COL. OR APP, MQ. C TW. 9 LOCATIONS), Z FOUNDATION PROV. METAL FLASHING 250 O-C IN5LL, Bps, COVER & SEAMS LVL GIRDERS TO POINT LOAP5 BOTH ENP5. „ l Y� R-21 W/25 N.P. SPRAY FOAM IN5LLAT10N v AT ALL WINDOW 5LL5. -f- 2" FIBERGLA5 BATT,(TYP,WXT, WALL5) USING LISP BEARING (TYP,ALL LOCATIONS) tAPMD.C TYP.ALL BASEMENT AREAJ PLATE FASTWNWRS PROV. 1/2" THK. GYP. PP.ALL EXP05EP O C NBPs/LBPS) PROV. 4" W. X 3/4" THK, PRMFIN15NWp WALLS CLG5, (5CMEWEP),& 1/2" THK, „ „ 9' H. WOOF FLOORING A5 APP, BY CLIENT, M0151. RM515T.GYP. BP. IN ALL BATHRM5, 2 X 6 WOOD STUDS TY C 2 AGO. TN PROV. H.P.501-INP BAIT IN5ULAT10N IN ALL PLYWOOD SHWATNING,<TYPICAL) MF-1'AL FA51'FNF-12 5CWt2ULF bI I 8 -0� PROV. 3/4" T& G PLYW19. 51"-FLR, INTERIOR WALL5/CLG, C TYP. BOTH FL5, PROV. 2" X II 7/8" GP - "FIBER5TRANP" (GLIX & 5CRMWED) TW.ALL FLOOR RIM W.(GONTINUOU5 ALL ARWA5), A-3 AREA5).CEMENT BP. IN BATHROOMS, PROV.CU5TOM 8 WALL BASE POOR & \Z FIN, 6PApW WINPOW TRIM -CLEAR PINE OR APP. WQ, PROV, 5 4" X 6" *k2 CEDAR PECKING OR (ALL, 51 I'.AI'ING 1'O I3� @ 16" O C:.> C �L)AWA IST., & 2NP. FLooRs<TYp.ALL) pPY OAVLLEEXTERIOR PECK LOCA110N5) -ror' of FR51-FLOOr2 A17PL. 5TEP IF GRAPW HT,MXCWMp5 7 3/4". ' _ PROV. 5 1/2" X 5 1/2" ACQ.PO5T5 OVER " a L a ' GONG. 10" PIA.F1-G. I" ABOVE FIN.GRAPE. 1. a 16-1 O.C.(TW.A10 ABOVE A 2' X 2' P.GONG F1-G.(TW.ALL) WALL STUD PROV.BOLTEP PAIR F.J. BOTH 51PE5 P05T, PROV,COAT, I/2" THK.CEMENT BOARD TO PROV.PBL. 2" X 6" ACC1.51LL PL,WITH I I W/ TECO'5 TO CONT,FLA5HWP 2"XIO"ACQ. WALL 5TLV 2" UNPER NEW 51PIN6 TO 6" BELOW FIN, s TERMITE 5HIELP FIBROUS IN5LL.(TW.ALL I 1 NEARER(TYP,ALL FIR51-FLOOR PECK AREA5) GRAPE & 2" THK. SOLID POLY. FOAM t0 2' I I PROV.CONT.9"VWRSATEX FA5CIA ALL AREA5, BELOW GRAPE.(TYPICAL ALL FOUNDATION), PROV, 5/8" PIA.X 10" L.5TL.BOLTS I I 8, PROV. 5 I/2" SC1. STRLICT, STL. COL. THRU PBL.51LL PLATE MMBMPPEP INTO BOLT TO FTC. & GIRpWR/BMAM5 ABOVW. 8' GONG, NO MOM 11 IAJ 3'O.C. & 6-IZ" \ BOTTOM PLA1E C TYPICAL 12 LOCATIONS) P FROMASQUARW WASNWRS ALL BOLTS. I I (TW.ALL FOUNDATION), .� BAND JOIST PROV.WATCHDOG WATER PROOFING ALONG PERIMWTMR OF FPN, WALL BELOW FIN,GRAW. PROV. 2-I 3/4" X 117/8" GP MICRO-LAM Q PARGM JOINT PFMF-N FPN,WALL & F116. 5 P. CONCRMTW SLAB W/ W.W.M. LVL W/C GONT.>. IN BEAM POGKWTS BOTH THROLUHOLr OVER TAMPED GRAVEL BA5E, z TWO-MEMBM FLOOR SUPPORT BWAM r0r OF PA5F_MENr FLOOD fl CONNECTION OF WALL TO FLR.FRAMING ENDS <TYP ALL BASWMWNTGIRpERSABOVE) 8" P.CONC.FDA.WALL W/ 2' O" W.X O 5 i i P-0" P, P.CONC. FT'G.CONT,W,W,M, IN 51MP50N L5TAI8 STRAP WITH ALL WALL5& FOOTINGS.(TYP,ALL AREA5), O (12) IOd FA5TENWR. 1- 2' �� fl CONNECTION OF BAND JO15T TO 5LFI'OR1 C TYP.ALL 12 NTERIOM OC 0) SIMPSON LTP4 STRAP C 12> 8d X I I/2 N CONNFC110N Or WALL I p ��C-I')O I� I ' ' All 1'O FLOOI: MAMING, q-3 � ��II ( F-XAMI'LF-) ROOF 2" X 8" BLOCKING TRU55 5HEA11NG TO 2) 2" X 4" TOP PLATE fl TOP PLATE, BANP J015T �G' E�A � L Q -� ?\\`` WALL FLOOR FRAMING CUP ANGLE(BOTH 51PE5 OF CONNWCVON) MIN, LENGTH - J015T WEB PMPTH MINU51/2" (3) 2"X 10" POLp3LE WALL 5TUp5 k° WNDOW CONNMGTION OF WINDOW 8 5CRMW5(4 PWR LEG TOP PLATE NMAPER HEAPMR TO WXTERIOR WALL. TWO- MEMBER FLOOR fl 2" X 10" RAPTER C 12) IOd FA5TMNWR. ,��0212A �O N N N OF CLIP ANGLE) 51MP50N L5TA18 5TRAP WITH 5WPORT BEAM �` Q� / N N MIX Op N��\ N N r�CTION Or NCA RAPTWR BRACING MT512 5TRAP TON5UPPORT BEAM,5IMP50N T512 t SGALW- _ MWTAL HLIPPICANW WITH(7) IOd X I 1/2 FASTENER 5TRAP WITH(12) IOd X I 1/2" FA5TENWR CONNECTOR TO 5TUP ANP RAFTER, 2"K 6" INTO FLOOR J015T ANP 5UPPORf BEAM NO•V;_IAC WALL 5TUPS DWG. NAME: INDICATES BEARING POINT LOAF 2 I O 2q� H AV SNEATING THIS LOAF MUST BE 112AN5FMRMD W/ APEQMMW \/F-"CAL BRACING• 13UILnING S�C1", 5�c11oN� nor. J0151-1-0 NF-AMP, J0151' rt2l, CONNF-C110N or for n6 PRI25MOU11-I CU-r n7 CONN�C110N OF WALL 5NrA1-NING n8 CONNI�C110N OF: FL,001? TAMING n9 NOTE: THE5E PRAWIN65 ARE INSTRUMENTS OF 5EWVICE & PLAN C F-XAMPLF-) �A-3 WALL P,A1V 1'0 WALL 5TUP, q-3 LOW M2 Or J0151- ONLY A-3 1-O 5T 125 AIMOUNP WINDOW NF_APNf A-3 1'O 5UPPOr,-' 13F-AM, A-3 C0WPACAr P Ai1,MV15IONs PLV TOITF FiF-Lp NO F_5& OR o�ICAATION5 r5i-,ALL aE PWG, NO.: C �XAMf'L�) C �XAMpL'�) < �XAMf'L�> Coles Tom, LINT, ANP OR GWNMRAL ALLOWED W/0 W121TTEN AUTHORIZATION BY TM CONTRACTOR WHICH DIFFER FROM TW ARCHITECT.ANY REPROPUCTION IN PART OR CON5TRUCT,PRAWN65/5PECIFICATION5, W-IOLE 15 51MICSY PWOHIPIT> p BY LAW. /� /�- �AL N0 5 p�p5p�C11V� 13UILbING �NV�LOp� I?�QUII?�M�N1'S CI,IMA1F, ANb 61�06PAVHIC bF-51GN CPM1 P,IA n�51GN Cf?IT��IA G�N� (WINI2OW AMA 30% OF 6P055 F-XTrPIOP WALL ALGA) TABLF 301.2(1) (RM51DEN11AL COPE OF NEW YORK) f?��, �"AI3L� p�01 ,2( 2) WINn 5W-UCT TO DAMAGE FROM MAXIMUM MAXIMUM ROUND SEISMIC ICE SNIFLD I FAMILY PETACHED DWELLING: HEATING 5NOW 5PMEP d(MPH) PE516N e FR05T LINE UNDERLAY. moot? AMERICAN FORE5r ANP PAPER A55OCIA110N C AF&rA) r ZONE lip ' PAY5 GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL 5LA13 PEPIMETEP CRAWL SPACE LOAF 3 5EC GU51r CATEGORY WEATHERING mpTM6(ft-In) TERMITEc RFQUIREP WOOD FRAME CON5TRUCTION z U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE Q 20 PSF 130 "C" "SEVERE" 3'-O" TO HEAVY YE5 NO ZONE ROOF > 30'-40' X 1.53 ROOF > 30'-40' X I,53 WINP 5PMEP s HFAT1NG nAY5 - 5750 MOPFRATE � Z ZONE 50 0.45 R-38 R-21 R-30 R-10 R-9,2 Ft R-38 FOR 51: I POUND PER SQ.FT, - O,CkI79 kN/m I MILE PMR HOUR- 1.609 km/H.COINCIDENT WEr-BU.B TENT'. - 7:3 2 3 23.7 363 -30.3 -46.4 120 M/HR w a. WEATHERING MAY REQUIRE A HIGHER 5TRENGTH CONCRETE OR CRA12E OF MA50NRY THAN NECESSARY TO 5A115FY THE � � 5UMMER PE516N 12RY-BULB TEMP. 83 5TRUCTU2AL REQUIREMENT5 OF TH15 CODE,THE VVEATHEPING COLUMN SHALL BM FILLEP IN WITH THE WEATHERING INDEX<Ie., z g "WCLIGI13LE" "M012MRATE" OR"5EVERE" ) FOR CONC,A512ETERMINEl2 FROM 1NE VvtAiNERING PROPA131UTY MAP C FIG.R301.2(3) z WINTER M51ON PRY-BULB TEMP. - 5 THE GRAPE OF MASONRY UNIT5 SHALL BE PETEPMINFD FROM A5rM G 34,c 55,C 62,C 73,C 90,C 129,C 216,OP C 652, - C�IMA�-Sf��Ci�ICI�I?OpOS�n b. THE FRO5r LINE PEPW MAY REQUIRE PEEPER FOOTINGS THAN INPICATED IN FIG,R403,1<D.THE JURISDICTION 5HALL FILL IN V GLAZING "U" FACTOR - 0A5 THE FR05T LINE PEPTH COLUMN WIV THE MINIMUM PEPTH OF FOOTING BELOW FIN.GRAVE, MINI MUM UNIFOPMLY nI5T12113UTr-_n CEILING "P" VALUE - 0,45 PE5CPIPTi0N PROPOSED MINIMUM NOTES; THEM HJA551MENnA0H15TORYL Or�IN CALS5UC3 ��MI�TERM TE P DIAMCAA6E THM NEED FOR PROTECI1ON DFPFNDING ON WI TI R IN POUNP5 pF-l? 5Q. F001' 1'AI3LF_ 301 ,5 O Z R-VALUE R-VALUE J. TW JL RSDIC110N SHALL FILL IN THI5 PART'OF 11-E TABLE WITH THE WNP 5PFE12 FROM THE PA51C WIND 5PFE12 MAP Z EXTERIOR WALL R VALUE - 0.45 WALL TYPE I 10" P.CONC.9' H. R-10 R-10 F_8" P.CONC,FNDN,WALL URE ON TOP OF FIG,R301.2<4)).WlW EXP05 CATEGORY SHALL BE PETERMINFD ON A 51TE-5PECIFIC BA515 IN ACCORDANCE W/ 5FC.R301.2.1.4. G L I VE,� L-O! V//�}� a FLOOR "P" VALUE - 0.4_5 WALL TYPM 2 2"X6" W.D,STUD R-21 R-21 2" X 6" WOOD STUD WALL WITH I/2 CDX PLY WV. e. THE JURI5PICTiON SHALL FILL IN 111I5 PART"Or THE TABLE W/ THE 5E15MIC PF516N CATFC,ORY PET,FROM 5EC,R301.2,2.I, f, THE JLRWIC110N SHALL FILL IN THI5 PART OF THE TABLE W/ (a) TW PATE OF THE JUR1521C110N,5 ENTRY INTO THE NATIONAL q, h u ATTiC WITH LIMIS12 51'OPAGF_: 20 P5,P, - TOTAL EXTERIOR WALL SQ.Fr, - 3,816 SL1.�T, WALL TYPE 3 2"X4" W.D.STUD R-15 R-15 2" X 4" WOOD STUD WALL WITH I/2" GYP.fib, FLOOD INSURANCE PROGRAM (PATE OF ADOPTION OF THE FIRST CORM OR ORDINANCE FOR MGMNT,OF FLOOD HAZ.ARFAS>,(b) � Z � 11-E PAZ(5) OF THE CURRENTLY FIRM & FBFM,OR 011-IMR FLOOD HAZARD MAP APOPTEP BY THE COMMUNITY,A5 MAY BE AMEND, TOTAL WINDOW 50,Fr. - 60-7SQ.FT, ROOF TYPE 2" X 12" POUG FIR R-38 R-38 5iM TIMBERLINE LIFETIME ROOF 5HIN6Lr, of. IN ACCORDANCE W/ 5FC1ION5 R905.2.7.1,R905.43,1,R905,53J,R905.63.1,R905.73,1, & R905.83.1,WHEPE THERE HA5 BEEN A ATTIC WITHOUT STOPAG�: 10 1'5F, 11I5TOPY OF LOCAL PAMAGE FROM THE FFFECr5 OF ICE DAMMING,THE J1URIS121CT10N SHALL FILL IN THI5 PARE OF THE TABLE W/ U TOTAL POOR 6LA55 AREA - 300 5C1,Fr, FLOOR TYPE 13/4" X 11 7/8" „ " " " " " 121 CK5: R-21 R-21 13/4 X II 7/8 TGI PRO, 550 F.J. c�16 O.C. YES .Oil IERWISF,THE JUZI5121C110N SHALL FILL IN THIS PART NO C _ kj 40 P,S,P, I. TW GROUND SNOW LOA25 r0 BM U5EP IN DFTERMINING THE M516N SNOW LOAL95 FOR ROOF ARE GIVEN IN FIG.R301.2C 5) FENESTRATION AMA - 907 / a 548 X 100- 16.4 WWR CEILING TYPE 13/4 X 117/8 R-21 N/R i 3/4 X 117/8 TGI PRO. 550 F.J. a 16 O.C. FOR SITMS AT ELEVATION LP rO 1,000 FMEt,SITES AT NERVATIONS ABOVE 1,000 FEET SHALL HAVE THEIR GROUND SNOW LOAJ2 >e N tt1 4" P.CONC.5LAB ON COMP.FILL iNCRMA5EP FROM fW MAMP VALUE 13Y 2 P.51 FOR EVERY 100 FEEL ABOVE 1,000 FEEL. FXMOOP 13ALCONIF-5: 60 P5P. I"-I TOME 5Q.FT,AREA - 4,946 SQ.FT, 5LAO 4" P.CONC. R-9,2 R-9,2 W/W.W.M.6 X 6 RMINF. FIt F-SCAPF-5: W 40 I',5,�, �\�\ MINIMUM �QUIpM�N1' p�p�Ol?MAI�.IC� Alf? 13Appl�f? & INSU�A�'ION INS�'AI��A1'ION n�51GN Cr;IT�I?IA a i p GItAP.t2PAIL5 ANb HANI2PAJL5: 200 P,S,�, \\ EQUIPMENT CATEGORY EQUIPMENT GATFGORY MINIMUM TMBLE R402,4,1.1 '\� �� 16 09 ,6 ,2,1 C 1 6UN?I2PAIL5 IN-SILL COMI'ONFNTS:f 501 t',5,r, M� i'ERFORMANCE MAIN WNI2Paa-RE5I5TIN6 5Y5TEM WNP LOA195 FORA BUILPING WITH ROOF HFIGHi'OF 30 FF-r r LOCATED IN EXPO5U1T_Pa a a OIL-FIRED 5TEAM AND POE 10 CFR PART 430 I'ASS�NG�P V�HICL� GAP.AG�S, 50 PS,�, \ HOT'WATER BOILEP5 5UBPARt B,APPENIDIX N, AFUE 80%b,d. COMPONENT AIR BARRIER CRITERIA INSILATION INSTALL,CRITERIA WIMP LOAF ROOF HORIZONTAL LOAFS VERTICAL LOADS �\ \ < 3 BTu H. VELOCITY DIRECTION ANGLE POOM5 OTHF-P THAN 51-F_�f'ING POOM5: 40 P.5.F. \ 00.000 / A continuous air barrier shall be - shall not be MNP ZONE INTERIOR ZONE END ZONE INTMRIOR ZONE WINPWI AM \\\ \\ Installed in the budding envelope.The Air permeable insulation51, E 1PING POOM5: 30 P.5.F. GENERAL REQUIREMENT`S exterior thermal envelope coitaij a used as a sealinq material, continuous air barrier.Breaks or joints WALL ROOF WALL ROOF WNPWARCJ LEMWARP WNDWAIRP LMNWARD END INTERIOR in the air barrier shall be sealed, ROOF ROOF ROOF ROOF ZONE ZONE STAIPS: 40` P,S,P, G N f?Al 0019 LAN N O 5 The air barrier in any dropped ceiling TRANSVERSE % <ANGLF < 45- 25.7 17.6 20.4 14.0 -15.6 6.6 _I3A -11.6 or soffit shall be aligned with the 120 insulation and any gaps In the air The Insulation in any dropped celhnq 23.7 ALL ANGLES 22.8 -11.9 15,1 -7.0 -27.4 -15.6 -19.1 -12,1 -41.1 -32.7 POP, SI: I I'oUNl2/ SQ, FT, s 0,0479 Icl'A, I SQ, IN. 645 mm2 aILING / AT'11C barrier shall be sealed.Access open- and or soffit shall be aligned with the I POUN12 - 4.45 N. 1.PIMEN5101\15 SHALL TAKE PRECEDENT OVER 5CALE PRAAAN65 C PO NOT' irgs,drop down stairs or knee wall air barrier. SGALF DRAWINGS). doors to unconditioned attic spaces a. L%U%VAT�I2 GAp.AGF_ FLOODS TO 13F_ CAPA3LF, OF 5U POPT. shall 6e sealed. A 2,000 POUND LOAI2 APPL1E12 OVE-P 20 5Q, IN, MF-A. (� 2.ALL INTERIOR WALL5 rO BF COVEREP WITH I/2" 6W5UMI BOARP WITH Thee,of the foundation and Cavities within corners and headers 51NGLF_ FAMILY PF-5112F-NCF- INTF-pIOp F_NVIpONMF1Nf V METAL CORNFR REINFORCING,TAPE, FLOAT,AND 5AN12(3-C:OAr5), b. APi L E51'O Afrc 5PAC�5 M��T1NG TNF, MQUIMMF_NT5 IN sdl plate shall be sealed. of frame walls shall be Insulated by OCCUPANCY & N1",, CLA551F ICA110N5 S�C110N 1202,�-,I & 120�,1 S�CT10N P802,4,1 SOP CONVl:NT10NAlL OILING JOISTS ANb 'C- 3,W&L-5 COMMON To GAPAGF ANP HOU5F r0 HAVE A LAYER OF 5/8 , The junction of the top plate and the completely filllnq the cavlw with a FIRE IZATEP GYPSUM BOARD AT GARAGE 51M WITH 5'-0" RE11,IN ON exterior walls shall be sealed, material having a thermal resistance MINIMUM REQ'P. PRoro5EP 5�Cf ION P802,10,7 FOP TPU55F-5, ATT1C5 WITHOUT 5TOPAGF APJACENt WALL5& CEILING. MANU'ACTUREP LUMBER REQ. 2 LAYER5 WALL5 Knee walls shall be sealed, of R-3 per inch minimum,Exterior MINIMUM 5Q.FT,OF NET GLAZED OPMNABLM USM PROPOSMD SLOPE Hr./ SLOPM Hr✓ USM LITM/SQ,FT. V1;NT/SQ,FT. thermal envelope Insulation for RMQUIRMD AT�A AI2MA% AMA% AP.� TH05� WHF-M THF_ MAXIMUM CLr;M HT, 13t TVvW�N J015T5 OF 5/8" FIRE RATED GYPSUM BOARD FURRMP Hf. Fl.�2REP HT', framed walls shall be installed In & PAFTrP5 I5 LE�55 THAN 42 INCHF-5, OV WHNP, THFM 15 NOT substaritlal contact and continuous 1ST. FI OOR 1ST, FLOoP 4.ALL BATH/TOILET AREA WALLS ANP CLG. T O r0 NC, r?.O AP HAVE alignment with the air barrier. TWO OP MOM, Al2JACFNT TPU55r5 W/ TK 5AML: W�C3 WATER RE515TANr GYP,BD., OR WALL TiLE SET ON CONC,BP,OR ADP,FQ. KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 1 O'_0.1 KITCHEN 70 5Q,F1r, 141 5Q.FT, 34% 62 5Q.FT, 15/. CONIIGUPAVON CAPAI3Lt� OF CONTAINIING A MCTANGLr 4211 WNDOWS, SKYLIGHTS The space between window/doo HIGH 13Y 2 FT. WI2�, OP 6MATi;P, LOCATi V WITHIN THE I'LAN� O & POON5 jambs and framing,and skylights and DINING RM. 70 SO-FT. 293 SO.FT. 6-8 7-6 N/R 10-0 PINING RM. 70 5Q.FT, 169 5Q.FT. 23% 176 5Q.FT. 21% Q framinq shall be sealed, OF THF- VU55, FOI2 ATTICS WITHOUT 51-OPAGF_, 1HI5 LiV� }- GREAT RM. 70 SQ.FT. 542 SQ.FT. 61-8" 7'-6" N/R 1 O'-O" GRMAT RM. 70 SQ.FT, Nr�12 NOT PF A55UM�12 TO ACT'CONCU.. NTLY W/ ANY GF_NF-M TAMING NOTF-S RIM JOISTS Rim joists shall include the air barrier. Rim JOIstS shall be Insulated. BATH #1 30 SQ.FT. 35 SQ.FT. 6-8" 7-6" N/R 10' : -0" BA1N #I 30 SC1,FT, 9 SQ.Ft, 26% 4,5 SQ,FT. 13% oil-I�p 1�IV� I�OAI� QUIT MINTS, U 1 Floor framing cavity Insulation shall LAUNDRY RM. 70 SO.FT. 128 SO.FT. 6'-8" T-6" N/R 10'-0" LAUNDRY RM, 70 5Q.F1'. 25 5Q.FT, 20% 30 50.FT, 23.5% \ z I.ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRAPF OF BETTER 16" O.C., be Installed toe and In underside o Hsu e, INI21VI12UAL STAID TP.I;AI25 SHALL 13� t2�51GN�12 SOP UN- ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLA5 FIR OR BETTER, contact with the underside of subflcnr decking,or floor framing cavity. FOYER N/R 121 SQ.FT. 6-8" T-6" N/R 10'-0" FOYER N/R 1-750,F11'. 14% 21 5Q.F'f. 14% FOIQMF_I2LY 1215TPI13M12 L, L, OP A 300 U3, CONCFNTP.ATP12 _FLOOP5<Including above garage The air barrier shall 6-- rm installed at Insulation shall 6e permitted to be in LOAL2 ACTING OVrP AN AMA OF 4 5Q." WHICHI;WP 2,ALL WOOF FRAMING IN CONTRACT WITH CONCRETE OR Iv�g50NPY and cantilevered floors) any exposed edge of insulation. contact with the top side of sheathing, BATH #2 30 SQ.FT. 37 SO.FT. 5' 7'-6" N/R 10'-0° BATH #2 30 5Q,FT, 6 50.Fr. 16% 3 5Q,Fr. 8% PPO[9Ua5 THIi CAMATI;P STPI%SSPS, /TOPE PRE55URE TWATFP. or continuous Insulation Installed on 3,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO MR. extends underside of floor framing and STORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 1 O'-O" STORAGE N/R 10 SQ.Fr. 28% 5 SQ.Fr, 14% extends from the bottom to the top of d. A 51NGLI; CONCF_NPATi;L2 LOAt2 APPL1r12 IN ANY 121MCTiON J015r 5PAN DIRECTION UNLE55 OTHERWl5E SPECIFIED. all perimeter floor framinq members, BATH #3 30 SO.FT. 68 SO.FT. 5' 7'-6" N/R 1 O'_0" BATH #3 30 5Q,FT. 10 5Q,Ft. 15% 5 5Q.FT. 7.5% AT ANY POINT ALONG THE Top, z 4.PROVIDE X-BRACING OR SOLID BLOCKING AT MAXIMUM OF 8'--0" O.C. STUDY 50 SO.FT. 471 SO.FT. 6'-8" 7'-6" N/R 10'-0" 5TLVY 50 5Q,FT, 130 5Q.Fr. 28% 91 5Q.FT, 19% FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. Exposed earth In unverited crawl Where provided Instead of floor e, S�� S�CT10N P502,2,1 SOP 12�CK5 ATTACN�t2 TO l:X, WALLS spaces shall be covered with a Class insulation, insulation shall be 2NI2 FLOOD CRAWL SPACE WALLS 2NI2 SLOOP 5,FLOOR CONSTRUCTION: 3/4" 1. & G, PLYWOOD 5UBFLO'OR, FINISHED I vapor retarder with overlapping permanently attached to the crawl- f, GUAPI2 IN-FILL COMi'ONE�NT5 CALL TH05F_ PXCE fPf THE MATERIAL rO BF APPLIED OVER 5U3FLOOR, GLUE ANP 5CREW PLYWOOD joints taped. space walls. M. BEDROOM 70 SO.FT. 328 SO.FT. 6'-8" T-6" N/R 90_01. M.BMDROOM 70 5Q.FT. 107 5Q.FT, 337. 73 5Q,Fr. 23% HANPPAIL) 13ALU5TI;P5 & PANF_L FIIA LE 1k5 SHALL 131� PE�51GNEV z TO FLOOR J015T5. Puct shafts,utility penetrations,and BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 91_0" BEDROOM #1 70 5Q,FT, 33 5Q.FT, 157. 17 5Q,Fr. 8% TO WITH5TANt2 A HOPIZONTALLY APPL.IF-P NOPMAL LOAL2 OF 6,ALL WINDOW ANP PP,HPR5.TO BE MIN,(2) 211A0" UNLF55 OTW-RN5E %Wf5,r NETRATiON5 flue shafts openrq to exterior or 150 LB, ON AN AMA EQUAL TO I SQ, FT, THIS LOAI2 Nl:�t2 NOT O unconditioned space shall be sealed. BEDROOM #2 70 SO.FT. 245 SO.FT. 6'-8" 7'-6" N/R 9'_01. BMDROOM #2 70 5Q,Ft. 33 5C1.Fr. 14% 17 5Q.Ft. 7% sPEc1FlEP.ALL INT.HDRs,To BE c 2) 2"wo" uNLEss orHERvvISE SPECIFIED, p f3� ASSUM�12 TO ACT CONCUPP�NTLY W1TN ANY OTNPP LIVE Batts In narrow cavities shall be cut to M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R gt01. M.BATH 30 5Q,FT. 40 SQ,Fr. 23% 20 5Q,Fr, 12% LOAn P1;QUIP�M�NTS, � 7.PROVIDE FULL 5OLIP BLOCKING UNDER ALL BEARING WALK-5, fit, a narrow cavities shall be filled by NARROW eAVIT1M5 Insulation that on Installation readily M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R 91_0.1 M.CLOSMT I N/R 5 SQ.FT, 127. 2 5Q.FT. 5% v 8.ALL BMS,TO HAVE APFQUATE BEARING AT EACH END OR A5 SPEGIFIFP, confoms to the available cavity q. APPLI�5 TO ATTiC 5PACF-5 NOT Mr�`T1NG THF_ spy, M. CLOSET 2 N/R 42 SO.FT. U-8" T-6" N/R g'_011 M.CLOSET 2 N/R 5 5Q.Fr. 12% 2 5Q.FT. 5% M0UIMMI;NT5 POP 5TOPAGF_ PAP FOOTNOTi, b. 5M 5PCT, 9.ALL FLU511 BM,AND J015T INTEP5ECTiON5 TO HAVE GALVANIZED 116R5. Air sealing shall be provided between HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R g��" HALL/FOYER N/R 45 50.FT. 14% 7.50,FT. 7% 5F_CTioN P802,4,2 FOI2 CONV�NiONAL CF-LING J015T5 ANI2 10.TYPICAL EXTERIOR WALL5 ANP ROOF TO BE 5HEATHEP WITH 1/2" EXT, GARAGE SEPARATION the garage and conditioned spaces. BATH #5 30 SO.FT. 73 SO.FT. 5' 7'-6" N/R BATH #5 30 50,Fr, IS SQ,Ff, 16 X. 7 50PT', 87. 5F_CTION 12802.10.6 POP TPU55F,5, FOIP ATTICS WITH LIMITF-12 GPAPE PLYWOOP.PLYWOOD TO SPAN OVER ALL PLATES AMP HEADERS. Recessed light fixtures Installed in the Recessed light fixtures installed in the 5TOPAGF_ ANt2 CON5TRUCTr12 W/ 11i2U55F5, THI5 L, L. NFF 2 11.PROVIDE IN5ULATiON BAFFLE5 AT EAVE VFNT5 BETWEEN RAFTER, RMCE55MP LIGHTING Wildirq thermal envelope shall be Wildinq thermal envelope shall be air LINEN CLOSET N/R 22 SO.FT. 5' 7-6" N/R 91_011 UNMN CL05Mt N/R 5 5Q,Fr. 23% 2 5Q.FT, 9% ONLY BF_ APf'LIEL2 TO 111051� I'OPTIONS OF TNT 130TTOM sealed to the drywall, tight and IC rated, BATH #4 N/R 52 SQ.FT. 61-8" 7'-6" N/R 9._0.1 BATH #4 N/R 20 5Q.Fr. 38% 10 50.FT. 19% CHOPP OF NOT L[�55 THAN TWO Al2JACFNT TPU55r5 W/ THr, \(� Batt insulation shall be cut Heady to GUEST BED. 70 SQ. FT. 287 SQ.FT. N/R N/R N/R 9'-0 whi fit aoimd wiring and plumbing In 1' GUMSt BMD. 70 5Q.Fr. 86 562,FT. 30% 62 5Q.FT. 22% 5AMF VW-3 CONFIGURATION CONTAINING A MC rANGU% 4211 �y 6F_M Al F-L�VAT1ON NOTES PLUMBING AND WIRING exterior walls,or insulation thatGH on C 1067 MM) HI OP �12 6MAT13Y 2 MF-f(610 MM) W F2 OP Instaavaill IoneadiI4 conformsGMAT%I2 LOCATF-12 WITHIN THI; Pt ANF OF THI; TRU55, THF_ ace tend Ind I.EXT, FLASHING 10 BE CORRECTLY IN5TALLEP AT ALL CONNEC1101\15 pipinq and wiring, &I_OWVU3 PF-FLF-C10N OF 5TRUCTW& MCTANGLF, SHALL FIT 13F-T F� N THF, TOT' OF THE 13OTT0M BETWEEN ROOF5,WALL5, CHIMNEY5, PPOJECTiON5,ANP PENETRA11ON5 The air barrier installed at exterior WM13Np5a,6'` - mr -rA3 30I ,7 CHOPP ANI2 TEH 130T1'OM OF ANY OTHI:P TPU55 MRML3FP, A5 REQUIMP BY APPROWI2 CON5TRUC11ON PRACTICE5. SHOWER/TUB walls adjacent to showers and tubs Exterior walls adjacent to showers& PIPOVVF_12 THAT F-ACH OF THE FOLLOWING CPITi-PIA 15 MFT: 2,GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTiC VFNT1LATiON & ON FXTERIOR WALL shall separate them from the showers tubs shall be insulated. and tubs, ALLOWAI3L� 1. THE ATTiC AMA 15 ACC�551PLF_ 13Y A PULL-120WN 5TAIPWAY ROOF VENTS. 5TPUCTU�L M�MI3�I? OP FPAMrL2 OFF-NING IN ACCOPI2ANCr WITH 5FCTION 807.1; > 15.PROVIDE APPROPRIATE 5OFFIt VENTILATION AT OVERHANGS. The air barrier shall Installed I��I'L�CTION ELECTR1eAL/PHONE Box behind electrical or communication 2, THE TP.U55 SHALL NAVE A C30TTOM CHOPI2 I'ITCN <2:12 ON EXTERIOR W&I-5 6aces or air-sealed boxes shall be PAPTM5 HAVING 5LOf'E5 6R1EMM THAN installed, h. ATTIe 5PACF,5 5FPVFL2 L3Y A Fn12 5TAIP SHALL PF- 3 / 12 WITH NO FINI51-IEC G�ILING ATTACH, L / 180 12�51GN�12 TO SUt'I'OPT TNT MINIMUM LIVE LOAt2 Sf�CIFl�l2 � Gr-NI IPI& Pl-UMi31NG NOT�5 WAC register booth that perietrate To PAF11;P5: HVAC register boots building thermal envelope shall be FOR 5LF_F_PING POOM5, Q sealed to the su6floor-or drywall. INTI;PIOP WALL5 ANP 1°Al'11TI0N5: H / 180 1, GLAZING U5R12 IN HANI2RAJL A55RMDI_E5 ANI9 6W,1:25 fl 1,PLUMBING 5U3CONTiZACTOR TO BE PE5PON51BLE FOR COMPLIANCE W/ When required to be sealed, FLOOP5 ANP MA5TP_P CMIN65i L / 360 SHALL ar; I2L=516iNr12 WITH A 5AMTY FACTOR OF 4. THE ALL APPLICABLE COPF ANP 5AFETY PEQUIREMENT5. CONCEALE2 5PRINKLEP5 concealed fire sprinklers shall only be sealed In a manner that is SAMTY FACTOR SHALL L3F, APPI-Et2 TO EACH OF THr coo .� 2. IF WALL PLATE5 OR J015T5 ARE CUT'DURING THE I1\15TALLATiON OF recommended 6y the manufacturer, ALL OTHEP 5Ti2UCTUPAL MEMVU5: L / 240 CONCE�NTP.ATt�t2 LOA125 APPLII;t2 TO THF_ TOT° OF THF- PAIL, o PLUMPING FIXTLIRF5 OR EQUIPMENT, PROVIDE BRACING 110 THE FRAMING Caulkiniq or other adhesive sealants PFR ALL APPLICABLE COPE5. shall not be used to fill voids between EXT FXIOP WALL5 W/ rI A5TEP OP 5TUCCO ANt2 TO THE LOAl2 ON VF, IN-FILL COMPONF-NT5, THF:5F fl fire sprinkler cover plates and walls H / 360 LOA125 SHALL 13F- L21;TNi MIN�L9 INI2F-PF-NPF-NT OF ONE FINISNi > or ceilings, ANOTHF-10,, AN12 LOAI25 APB A55UMF-2 NOT TO OCCUR WITH G�N�1?AL HVAC 5Y5TF_M NOTr�5 E�XTI;PIOP WALL5 - WIN12 UCA125a WITH L / 240 ANY OTHFP LIVE LOAt2. MI-MV, FINISHES: N 1. MECHANICAL 5UBCONTRACTOR 15 RESPONSIBLE FOR APHERING TO ALL L00p5, WALL5, ANP CF-IL-IN65 FL0025 ANP FOUNPAVON5 FXTMIOP WALL5 - WINP L0A175a WITH _ APPLICABLE GOPE5 ANP 5AFETY PEQUIREMEN175, ovMR OUr51M AIR. FLM13LF FINI511C5i 2.HVAC 5U3GONTPACTOR r0 FULLY COORDINATE ALL 5Y5TEM PATH ANP N%LAIION IN5LL. IN K5LL, U-FACrM OR AMA CR PEQUIREMENr5 WITH THE EQUIPMENT'5UPPLIEP, PM5air,loN R-VALX U-FACroR X ATTA - uA DEsc "ON M FACTOr p-FAUCC X rtlaMtrtrz U`` NOMj L-SPAN MW4111I,H-SPAN Mlatr. a. TW WIW LOAP SHALL M PERMITTED fO M TAM A5 0.7 TIME5 Tim COMrONENT AND 15.HVAC 5UBGONTRAGtoR TO PROVIDE FINAL 5Y5TEM LAYOUT'DRAWING CEILING R-38 0.31 2,176 5Q,FT, 674 DA5EMENr WALL 21-01, R-10 0.56 2,064 50Pr. 1,167 CLADDING LOA05 FOR TIC PURPOSE PF DMERMIINIM Tit DEFLECTION LIMITS WMIN, � > > � & 5UBMIr IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT CRAAL 51FAM 21-01, R-19 0.56 -- N/A b, Fort cANnLEVER MEMDERs."L"Siw L eE rwxENAs Tvv>cE TT` LENGTH or TI GMi'1LEVER. ~ SUPPLIER FOR FINAL PEVIEWANP APPROVAL, INSRIOR FLocr R-38 0,31 2.450 SQ,Fr, 760 UN1�A1E17 SLAB 4" R-4,5 N/A 2.377 SQ.Fr. N/A a FOR ALUMINUM SfRUCTll2PL MEMDER50F PANELS USED IN ROOFS OR WALI.OF SWROOM � SL EXTERIOR WALL5 R-21 O,3i 5,548 50.FT, 1,714 ADDITIONS CR PATIO CCW15,NOT'51."O"NG MT ar a-A55 OR SANPWCH PANELS,IM � � is- Z TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.rC'R 5AN MOH MMS USED IN ROOr5 Cr M�12G�NCY 5CA1'�/ 12�5C U� OI��N I NG5 TOTAL AREA 13,354 SQ.Fr. fOT'AL PROPOD"UA" ,�, WALLS OF 51N200M A17DMON5 OR PAilO COVlE75,,> TOTAL LOA17 DEFLECTION 5HW L NOT EDIS I O EXCEED L/ 120. reoV U C�S�cT, P3 HF,ATING & COOLING o 0 0 0 CRITERIA ZONE IIB WALL5, WINPOW5, AN12 POOPS MINIMUM I?00� L. �. IN f'OUNI25/ 5Q. �T, O� I. MINIMUM OF ONE EMERGENCY E5CAPE AN12 RE5CUE OPENING DMTACI�D ONM FAMILY WALL5, HOPIZONTAL PIWJ�CTiON - MF, TA I3 F_ 301,6 ` REQUIRED IN EVERY SLEEPING ROOM, INSULATION r 2,C7PFNING SILL HEIGHT`r0 BE A MNIMUM OF 44 INCHES A130VF FLOOR, PM5CRIPTION R_VALi.! U-FACTOR X ARMA - UA MOM:HEATING OR COOLING 0.14 ry 3, NET CLEAR OPENING 51ZE 110 BE A MINUMUM OF 5,7 5QI.b m FEET. ROOF CEILING 0,031 WALL R-21 1,10-0,14 4337 5Q.Fr. 774 TF'. LOAIZ�bIf3MMY AMA IN 5Q, FT, FOP 4t OZ12l N M 4. MINIMUM OF 5.0 50. FT.REQUIMP FOR GPAPF FLOOR OPENINGS. UNI-VATMD 5LAB ON GRADM 4.5 WINDOW R- .3/5Q.FT, 0.35 712 50.Fr. 25O POO� 51ar_ �� 5. MIN. NET CLEAR OPENING 51LL Hf,LOCATED BELOW APJ GROUNP EL ,35 481 5Q.F1'. 166 ', WI Mo. ANY STF?UC1', MFMI3�f2 EV. POOR N/A 0BA5EMMNt WALL a,b. 0.1 0-200 201 -600 OVER 600 SCALE: WINDOW WELL Q. ALLOW FOR DR.OR WINDOW r0 BE PE FULLY OPENED, 6, MIN,OF 9 SQUAB FFFT IN HORIZONTAL DIMENSION, MIN.WIDTH OF 36" AMACRAWL SPACE WALL 0,06 tofAL AA 5530 SQ,Ft, FLAT'OR P15F LE55 THAN 4" PFR 20 16 12 NOTE: 1/ 411 1 1_011 . (ENCROACHMENT' CI�OF 6 IN5 PERMITTED FOR LAPPER OP STEPS). FOOT_(I.3) 01 F IC� PM NAME: 7,PERMANENT`COMPLYING LAPPFR OR 5TEP5 W-1ERE VERTICAL PEPTH PI5E 4" PER FOOT(1:5) TO LE55 INPICATE5 BEARING POINT LOAD EXCEEDS 44 INCHES. THAN 12 PER FOOT C 1:1) 2,1 O,24 „ 16 14 2 THIS LOAD MUST BE TRANSFEI�D +W1 ADEQUATE VERTICAL BRACING. �N�f?GY N01�5 8.BU-KWEAP ENCLO5URE5 WITH DIRECT EXTERIOR ACCF-55 PERMITTEP RI5E 12" PER FOOT'(1:1) IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENr5. AN12 GREATEP 12 12 12 9, BAR5, GRILLES,COVEP5 ANP 5CREFN5 PPOHINTEP UNLF55 DEVICF5 NOTE: THESE PPAWNGS ARE INSTRUMENTS SERVICE & COR'I FACTOR TO NOTIFY TWA12CNITECr ARF THE PRPF ORiY OF TNF ARCHITECT,, ARE RELEASABLE OR REMOVEABLE FROM IN F KE 51PE WITHOUT`U5E OFF FOR 51: 1 5Q, FT. - 0,0929 m2, I POUND PER 5Q, FOOr- 0,0479 kra. OF ANY AN12 ALL RMV1510N5 PUE r0 FIELD AL NO CHANGE5& OR MODIFICATiON5 SHALL BF PVUG, NO,: TOOL OR FXCE551VE FORCE, COUNT,INCH PER FOOT- 833 min/m, COUNT,ANP OR GENERAL ALLOVVMP W/O WRITTEN AUTHORIZA11ON BY THE CONTRACTOR WHICH DIFFER FROM THE ARCHITECT,ANY REPROPUCTiON IN PART OR CON5TRUC1'.PRAWIN65/5PFCIFICATiON5, WHOLE 15 5TRICTLY PROHIBITEP BY LAW. NAIL INC 5CNF-PULF- CONTINLE12 FROM rAPLE 3.2A ROOF+I FLOOR ROOF+2 FLOOR5 ROOF+3 FLOORS WALL NOTE: WALL 1 ICI tl 8' to- 8' to, 8' to, I 1 I I I TH115 Lr AP MU51-PE p1ZAN5MM12 T 1 U 18 2 2 I O 2� Pr�scr�FnvE nEs1GN rAr�LE 3a<n t TOP FLATS TO WALL WALL WALL W/ AMOUAE VERTICAL BRACING, RICaN FOREST&PAPER ASSOCIATION) I � � — JOINr DESCRIPTION NUMBER OF NUMBER of NAIL 5PACING ROOF PITCH PIt2GE HEIGHT AI2Ju5TMENT FACTOR 4 � �11 COMMON NAILS BOX NA1L5 (FT,)FRAMING O' C F1 0.66 0.72 0.71 0.81 0.74 0.86WALL WALL W I NOTE: THE5E PIZAWING5 ARE IN5TRUMENT5 OF 5ERVICE &Rf FTEM foroP PLATE(roE-NAILEn)MI6"o c, 56;12 5' 0,66 0,79 0,71 0,86 0,74 0.90 11 �9 ACTOR TO NOTIFY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT,E TABLE a,4fJ c SEE TABLE 3.4PJ PER RAPIER 10, 0.74 0.87 0,76 0.91 0,78 0.94 1 L I CLEARANCE OF ANY ANP ALL MV1510N5 PUE TO FIEU2 NO�CHANGE5&OR MOPIFICATION5 51-TALL PE GELING JOIST ro Top PLATE c roE-NaLEn) c�— 51, 0.72 0,86 0.75, 0.90 0.77 0.93 } TABLE 5,4A) <5EE TAME 3.4oJ PER JOIsr I I I CONK 1 �, LENT,ANI2 OR GENERAL ALL OWt;l2 W/O WiZIrTEN ALIM0121ZA110N dY THE � CEILING J015r TO PARALLEL RAFTER (FACE-NALEP) \Me�sA) (5EE rADLE 39A) EACH LAp 10 0,87 I,00 0,85 I,00 0,84 1.00 I I I CONTRACTOR WHICH 121FFER FROM THE ARCHITECT,ANY REpROt2UCT10N IN PAP.1 Or, c SEE CAE 2ARANCE ACEn� CON5TRUHt, PRAWING5/5PECIFIHAT10N5, WHOLE 15 51VIMY FIRONIPITEI2 PY LAW, O � z g 15' 1.01 1,14 0,95 1.10 0,91 1.07 cEIUNG JolSr FA E-NAI-VR M) 20' I,IS 1,29 I,04 1,19 099 1.14 I I 1 I ' W4FRONT O OPNG, TOILET, BATH ANP \ �jCLtAIRANCE SCALE: I'—I/2" Z (FACE-NAILEn) (SEE rADc 3g� C SEE TABLE 3,9PJ EACH LAP , SHOWER SPACEt2 � � O COLLAR TIE TO RAFTER C FACE-NAILM) (5M WI-E5,6) (5EE rADLE 3.6) PER TIE SHALE: I'-I/E WALL L (�I G ® k3 M MOCKING TO RAFTER CTOE-NWLEP) 2-Ion EACH ENn 1'A3LF- 3.213 BOTTOM f I�A� TO f OUNPA11ON z RIM BOAMP TO RAPIER C ENn-NALEn) 2-16P � z 3 EAGNEN� CONNF-C11ON5 C ANCNOP 130LT5> 12�SISTING WALL FRAMING 1 3"VENT 3"VENT I 3"VENT I 3"VENT I LA1-1?AL AN12 5NF-AR LOAn5 TOM WINn 3"vENr� TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I6P I 2-Ibn 1 PER FOOT f PLATES AT INTERSECTIONS(FACE-NAJLEn) 4-16n 5-t5n JOINTS-EA.SInE F-XP05Upr- 13, (PM5CRIp11VE ALTERNATE TO TAPME 3,2) I I I I I - r snln(FACE-NALEn) z-I�h 2-Ibn 24"O.C. I N HEADER TO FEAPER(FACE-NaLEn) 16n ;hn 24"O.C. FOR EXpO5U2E5 P&G ANP ALL WINI2 SPEEI25 I I I I I z TOP OR BOTTOM PLATE TO 5'fLI7 <ENn-NPJLEn) J U C SEE tAPLE 3,5A) C SEE TABLE 3.5fU I , I ( I � > MAXIMUM ANCHOR BOLT PER 51Lt2 ANCHOR POLr t2WNETER C INJ SPACING<INJ 2'^ BOr-TOM PLATE TO FLOOR JO15T,PANPJOIST I J r SHOVvER SHIOVt IR ENn JOIST OR BLOCKING C TOE-NAILEP) 2-16n 3-16n PER FOOT 1/2" 3I / I I I I/2" 12" I I I/2"r I I/2" CQ i I I f I � � I � S FLOOR FRAMING 5/8" 48 I 1/2" I I/2' I I I I I 1 I $ U N JOIST TO SILL,TOP PLATE OR 611ZMR I I I I I � I � I v r� (TOE-NAIM12) 4-8n 4-IOP PER JOI5r I rw5CMIPTIvr LIMIr5 ARE dAT-r ON A5%MPTION5 IN TABLE 3.2, I I 1 \� MV61N6 TO JOIST(TOE-NALEP) 2-8P 2-Ion EACH ENP 2 WHEN ANCHOR POI-r5 ARE U5EP TO RE95r UPLIFT,LATERAL&5HEAR LOAP5,fit MAXIMUM 51NK SINK I .SINK I I \E \ ANCHOR POMT 5pACIN6 SHALL Nor EXCEED THE LE55ER OF 1HE fABLLATEP VALUES FOR I I o I \E \ I I I \\\ BLOCKING TO J015f(TOE-NAILED) 2-SP 2-IOP EACH ENn UPLIFT LOAT75(TABLE 3,2C)OR LATERAL MV SHEAR LOAP5(TABLE 3,2P).FOR OTHER ANCHOR W,G, I W'G' I W'C' I \\\\ \ BLOCKING TO SILL OR TOP PLATE CTOE-NAILEn) 3-16P 4-I6P EACH BLOCK BOLT LIMITATIONS,SEE SECTION 3,2,1,7 ANP 3.2,2,3' SECOND FLOOR '5-wu-ATEn ANCHOR Pm-r SPAGING5 FOR LATERAL ANn 5wAR LOAP5 A55UME WALL5 ARE C.O. 2" 2" 1 4' 2' 2" C.O. LEVER 51RIP r0 KAM(FACE-NAILEP) 3-16n 4-16n EACH JOIST 51 VATf En IN ACCOIWANCE WITH 5ECT1ON 3A.4,2,FOR OTHER WALL 5WATHING TYPE5,11 HE 3" VENT 3 VFW \ JOIST ON LEPGER TO BEAM(TOE-NALEP) 3-8P 3-IOP PER J015T I `" I TAPU.ATEP ANGHC>IZ BOLT SPACINGS SHW-L PrE DIVIDED PY THE APPROPRIATE SHEATHING TYPE I �\ �� \ � �\ \ ��•\INN\ APJUSrMENf FACTOR IN TADI E 3,17P,BUT IN NO CASE SHIALL ANCHOR BOLL SPACING EXCEED �\01 BANn JOIST t0 JOIST C ENn-NAILEn) 3-Ibn 4-16P PER JOIST 6 FEET ON CENTER, I I \ I \ \\\�\I I 1 T sHIowER \ \\ \ dANn J015T f0 SILL OM TOP PLATE(TOE-NAILEn) 2-I6P I 3'Ibn PER FOOT 4LAIEIZPL CONNECTIONS SHALL DE DESIGNED TO RESIST LOAFS IN tADLE 3.5. \\ ROOFS-EATHING 1 I I f pL-UMNNG NO1�5 woos 51RUG1UZN.PANELS SD TOP (SEE TAPI-E 3,10) I I/2'� I I/2';l I I „I \1 I I I 1 I/2" WCONN-POAW SHEATHING /� G I I I I 11/2� 1 1/2'y 1 1 1 v2' 1.PROVIIZE MATERIALS FOR WATER Sl R't'LY ANI21215TRIPUTION 5Y5TEM5 I"X 6'-.OR I"X 8" 2-8P 2-Ion PER 51."ORr TAL ,2C SILL OF, 130TTOM pLA1� TO RbN� I I I PER TAPLE5: P2904,4,1,P2904,5, & r2904,6, - I"x 10 OR VAMP 3-Bn 3-TOP PER 5UrrORr .SINK P.w. SINK WASHER WRYER d.SINK B.s1I K I G,C,t0 CHECK THAT EXISTING WATER SUPPLY IS COPPER K s �r�/}y"`^ � CEIUNGSHEATHING _ CONN�CTION5 C ANCHOR BOLTS) 12�SISTING o ARcHlTEc AN REpROP ON IN ��CL�t'3°°2'' &p3"',3 b ;Z"J�t �-`INV' ` GYPSUM WALLBOARD 5P COOLER5 5n COOLERS 7"EDGE/lo"FIELD UPLIFT LOADS TOM WINn - �XpOSUf?� 13 W-G W.0 FIRST FLOOR C.O. ALL SHEATH NG 2 (pRESCRIPI1VE ALTERNATE r0 TAPLE 3,2) WOOn 51RUIGTLRAL PANELS SP TOP C SEE TABLE 3,11) ( 5TRUCTU&FIdMMBOARP PANELS I/2" II GA GALV. - 3"EDGE/6"FIELn 700-YR'WIND 5PEE12 I10 115 120 130 140 f 50 160 170 180 195 TO APPROVEi2 ROOFING NAIL 3%COMP GU5r (MPH) <o,I2o"x 1 1/2"I-, CIO, 4„ 4 1 4" SANITARY SYSTEM x 3/e°HEAP) 51LL OR PTTM,PLATE TO PL, FOUNPATION -9 121 25 32" FI2N,ANCHOR POI-T- 51zE SUPPORTING MAXIMUM ANCHOR BOLT SPACING(IN.) 1.2 � 3 EDGE/6 FIEL19 CONNEC11ONRE51511NG 1/8 5LOMMR11 pLUM131NG I�IO�r\ �I/-�L/Ir�/"\M I/8"51-OMMRI' N N�� SL ROOFING NAIL c 0.120"x 11/2"1-, -_ " X 3/e"HEAP) 8' ENI2 ZONES 4 TRAP 0yr5UM WALLBOA P 5P COOLER5 5P COOLERS 7"EVE/1O"PIED 1 -5 5TORIE5 72 71 57 43 35 30 27 24 22 20 IL ARP 8P 8P C 5M TABLE 3.11) PARIIGLEBOARP pAJ�ELS Bn en (5EE MANl1FPCt,) INTERIOR ZONES O n1AGONALPOARP 5EATHING I -35TOR1E5 72 72 66 so 41 35 31 28 26 23 TALC 3AA WTM, AN12/ Ok OILING JC15T TALr- 3,6 1211�Gr- CONNECTION TAI3L� 3,9A t '1�12/ OILING JOIST N��L I"x10 OR I" MR 2-BP 2-IOP MR L1PL1FTLOAt2s TO TOT' PLA1� LA1rpAl ANTI 5N�Ak FF-QUIpF-MF-NT5 FOP, WIN12 ( CONTINU�12) JOINT CONNF-CTION pr-QUIr-Mr-NT5 C CONTI P) v �/ I"X 10"OR WInER 3-Sn 3-IOW PER SUPPORT 8' ENI2 ZONES � FLOOR SHEATHING CONNECTION p�QUIp�M�NTS - �XpOSUp� �XpOSUf?� 13 <12EAI2 LOAl2 A55UMPTION5: ROOF A55EMPLY 121- - 10 P5F) WOOL?sTRucTL12AL PANELS — I -3 STORIES 72 72 68 51 42 36 32 29 26 23 ZX6 3EQUIVPLENT CONNECTIONS ARE REQUIt�P FOR CEILING JOIST TO CEILING JOIST LAP SPLICES, � z I"X 6"OR I"X B" Sn IOP 6"EDGE/12"MELP INTERIOR ZOW5 <PRE5CRlrTIVE ALTERNATE TO TABLE: ,A) 4TADU-A1En HEEL JOINT CONNECTION MOUIREMENT5 PO NOf INCLUDE THE AnP1111ONAL I"x 10"OR WIDER Ion 16P 6"FPCE/12"FELn 700-YR.WIND SPEED 110 115 120 130 140 150 160 170 I80 195 WEIGHT OF THE CEILING ASSEMDI Y. VIAGON&d0AM 51 EATHING I -3 STORIES 72 72 72 60 h9 42 37 34 31 27 3 SECOND GUST (MPH) � I"X 6"OR I"X B" 2-SP 2-TOP PER SUPPORT 700-W'W INt2 5PEEP 110 I15 120 130 I< 15o 160 170 I80 195 Srmu A1En HEEL JOINT CONNECTION REQIImww5 A5%ME CEILING JOI5f5 OR RAFTER TIE5 I"x 10"OR W PVKI 3-SP 3-10n PER 5UPFORr I 3%CONI2 GL151' <MPH) ROOF 5rAN MQUIMP CAPACITY OF Rlt26E CONNECTION PRESCRIPTIVE LIMI'f5 ARE dA5E17 ON ASSUMPTIONS IN tlV3LE 3,2, ROOF PITCH ARE LOCA1En At'fl-E P01'TOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES RAFTER/CEILING J015r WALL HEIGHT NUMBER OF 812 COMMON� w 1012 PDX C FTJ C pLF) ANC LOCATED HGHER IN THE Ar11c SPACE,NO AT11G STORAGE IS ASSUMED,ANP THE n 2 WHEN ANCHOR oa-5 ARE USEI9 TO RE515r UPLIFT,LATERAL&SHEAR LOAI'75,THE MAXIMUM TADU AS HEEL JOINT CONNEC110N REQUIREMENr5 SHALL dE INGREASEn dY THE ANCHOR POUT 5PACIN6 SHALL NO'EXCEED 1-C LE55ER OF THE'rA13U,A1EP VA AV5 FOR 5rACIN6 (IN.) (Fr,) NAIL5(tOENALE12) 12EOt2 N EACH RAFTER& 12 65 77 88 113 1'59 168 199 231 266 321 FOI LOIMNG FACTORS, UPLIFT LOAP5 C VMF 3.2G) OR LATERAL ANP 5HEAR LOAP5(TABLE 3,2P),FOR OTHER ANCHOR / OR CEILING J015T TO T(l PLATE CONNECT.,2a+ 16 87 102 118 150 186 224 265, 308 354 428 z BOLT LIMITATIONS,5EE 5VCT10N 3.2.1.7 ANn 3,2.2,3. 20 109 128 147 188 232 260 551 385 443 536 CEILING HEIGHT/fOP HEEL JOINT CONNECTION 1 NAILING REQUIREMENTS ARE dA5EP ON WALL SHEATHING NALEP 6"ON-CENTER Ar THE PANEL EDGE, 8 2 2 2 2 S 3 25 3 3 3 MATE40-ROOF RIDGE S� I2 4:12 24 131 I53 176 226 279 336 397 463 532 643 HEatf(H,/HR) ADJUSTMENT FALTOMS ALTERNATIVE NAILING SCHEPlLES SHALL DE USEn wT-ERE WALL SHEATHING NAILING I5 REPLICEP, 10 2 2 2 2 5 3 3 3 3 3 NR FOR EXAMPLE,IF WALL SHEATHING 15 NAII-W 3"O.G.AT THE PANEL EPGE TO 00rNN HIGHER SHEAR 28 1505 179 206 263 325 392 464 540 620 750 CAPACME5,NAILING REQUIREMENT5 FOR 5TRJGTURAL MEMPM5 SHALL PE POLDLEP,OR 8 2 2 2 3 .5 3 3 3 3 3 32 174 204 235 301 372 448 530 617 709 857 1/2 2.00 O /� G G I� 16 36 196 230 264 338 418 504 599 694 797 964 1/� 1.50 AL1EId WTIVE CONNECTGRS SHIM L dE USEn t0 MAJNfAIN THE LOAF PATH. TALC ,3A9 / Bit ANCNOI? 130LT5 f V N SILL 10 2 2 2 3 9 9 3 3 3 4 1/4 1,33 2W TN WALL SHEATHING 15 CONTINUOU5 OVER CONNECTED MEMPER5,THE'rVU-ATEP NUMBER OF pLA1� CON N�C1'ION 1:�515TI NG SN�Ap 24 SHALL BE MRMITTEP TO DE REPLIGEP TO 1-16n NAIL PER FOOT, 8 3 3 3 4 r y 5 5 5 5 12 51 60 69 88 109 132 158 182 209 253 115, j 6 1.20 �/ 10 3 3 3 -4 5 } 5 5 5 5 6 16 68 80 92 118 146 176 206 242 279 337 LOAn5 From 5�15MIC, <PPESGI21pT1VE ALTERNATE TO tAPLE 3,3) 24 85 119 1I5 177 282 264 260 303 41 8 421 I/IO � � O 5;12 24 102 119 138 177 219 264 312 364 418 506 NOTE;LATERAL DEFLECTION OF THE RAFTER BELOW THE RAPIER TIES MAY ExCEEP 3/4 INCH WALL 8' 10, 28 119 139 161 206 255 306 364 424 468 590 WHEN RAFTER 11E5 ARE LOCATEP ABOVE ONE-THIN OF THE TOP PLATE-TO-ROOF RIDGE HEIGHT, 1 I MINIMUM 512C A 512C P St2C C fopr0m To 32 M6 159 164 236 292 352 416 485 557 674 H OR WHEN H 15 GREATER THAN 2 FEET ANn MAY REQUIRE-APPITIONAL CON51MRA110N, TALC 3,2A 5/ 8 ANCNOp 130LT5 -- 51LL r LA1I- RI2aHr(F1) �J'FACTOR 36 153 179 207 265, 328 396 466 545 627 758 FOUNI2A110N PUILI21Na L/ W L/ W L/ W TO FOUNDATION CONNF-CTION5 PF-515TING I 12 48 55 63 81 99 119 141 164 188 227 5UPPORTING PlMEN51ON5 I 1.5, 2 2.5 3 I 1,5 2 2,5 3 I 1,5 2 2,5 3 3 `, 1'15 1,25 TAC3L� 3,I0 1200� SN�A11-ZING ATTACNM�NT t0 AVOIn SPLITTING,NO MORE THAN 1W0 TOENALS SHALL BE ?O' 1,40 1,50 16 63 74 85 108 133 159 188 218 250 302 5NF-Af? L OAD5 MOM WI ND� F-Xp05tAPF- I3, W (FT,) NUMPER OF POLr5 MQUIMP +2s,s s,e IN5rALLED IN EACH 54M OF 1HE RAFTER OR CEILING J015T 20 79 92 106 135 166 199 235 273 313 378 WHEN FA5TENEn TO A 1X4'TOF r-A1E OR 3 TOENAIL5 IN EA.5IVE 6:12 24 95 111 127 162 199 239 282 327 376 453 PE�QUI FF, FOP, WIND L OAD5 F-Xp05U12r- 13 12 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I wwRE TOP PLATE-T°-RIVE HEIGHKS ExCEEn Io',THE 5H&t- 28 111 129 146 188 232 279 329 382 438 529 <pRESCRIPIIVE ALTERNATE TO TAME 3,2) 4 I6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I M APJU5TEP A5 FOLLOWS, 32 127 148 169 215 265 N9 376 436 50I 605 20 1 1 1 1 1 1 1 1 1 I 1 1 I 2 2 36 K-5 I66 190 242 298 358 423 491 564 680 7 ECONIV W1Nt2 5PEEI2 THR2PE SPrnNl2llIST 24 I I I I I I I I I 2 I I 2 2 2 I10 115 120 130 140 150 160 170 180 195 110 115 120 130 140 150 160 170 160 195 3 SECONIZ GL15t (MPH) \\v J\ 28 I I I I I I I 2 2 2 I 2 2 2 3 12 49 55 62 76 94 112 132 153 179 211 32 1 1 1 1 7 - 1 1 2 27 - 2 2 2 37 - 16 65 73 82 102 125 149 176 204 233 281 RAFTER/ RAPIER/ 5TRI"ICTI.AZAl.5HEAININ A PULPING VIMEN510N 5,1811 ANCHOR POLT5 36 1 1 1 17 - 1 2 2 27 - 2 2 3 37 - n I� G TRUSS FOUNPA11ON pERPEN121GULAR TO TALF- 15.5A TOP ANTI 1301'TOM pLATF- TO 5-rUP 20 81 93 l03 127 156 187 220 254 291 351 5HEATHNG FRAMING TM555 E t- E F E t- E F E F E t- E F E F E F E F 5U'pORTING NUMPER OF POLT5 MQUIMP 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7:12-12:12 24 98 110 123 153 187 224 265 305 350 421 LOCATION' SPECIFIC 5PACING MAXIMUM NAIL SPACING FOR 8t2 COMMON NNL-5 SILL PLATE(FT,) IN 51LL PLATE1.2•1.4 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 LA1�pAl CONNF-CTION5 FOP, WIN LOAn5 28 114 129 144 178 218 261 307 356 408 491 GRAVITY,G (INCHE5) OR IG2 PDX NAIL-5 C INCHE5,O,CJ2 20 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 G F� I� 32 115 147 164 204 250 299 351 407 466 562 12 2 2 2 2 2 2 3 3 3 4 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 1�x O5Uf\r- P C PRESCRIPTIVE ALTERNATE TO TAME!,5) 36 147 165 185 229 281 336 395 458 525 632 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 2 2 2 2 3 3 3 4 4 5 28 1 1 1 2 2 1 2 2 3 3 2 3 3 4 4 0.49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 32 1 1 2 27 - 2 2 3 37 - 2 3 4 57 - T TABILATED CONNECTION REQUIREMENT5 SHALL BE PERMrrTEn TO dE MULTIPLIED BY 0,70 FOR 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 20 2 2 3 3 3 4 4 5 5 6 36 1 2 2 27 - 2 3 3 37 - 3 4 4 57 - 700-YR,WINn 5FEEP 110 115 120 Mo 140 150 160 170 180 195 FRAMING Nor LOCATED WITHIN 8 FEET OF PULnING CORNER5. INTERIOR 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 3 SECONI2 GU5r (MPH) 12 I I I I I I I I I 2 I I 2 2 2 2TAPU.A1En CONNECTION REQUIREMENTS ARE PASED ON TOTAL UPLIFT MINUS THE ROOF ZONE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 > 24 3 3 3 3 4 4 5 5 6 7 WALL HEIGHT NUMPER OF 16P COMMON IN&5 OR 40V PDX A55EMBLY PEAP LOAl2 OF 6 P5F(0.6 x IO F5F-6 P5F) 0.42 16 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 6 12 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 STUD SPACING (IN.) (FT,) NAL5 PER%UP TO FLATECONNECTION.Ia 19.2 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 6 12 28 3 3 3 4 4 5 6 6 7 8 20 1 1 1 1 2 1 2 2 2 3 2 2 '5 3 4 3rAALATED CONNECTION Rc°UIREmrwr,ARE PASEP ON A 12 INCH RIVE CONNECTION 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 8 2 2 2 2 2 2 2 2 2 2 SPACING,FOR DIFFERENT RIVE CONNECTION SPACING,MLLT1FLY THE fAMLATEP VALUES PY 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 32 3 4 4 4 5 6 6 7 6 9 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 THE APPROPRIATE MU IIPLER BELOW; ROOF & I FLOOR 32 1 2 2 37 - 2 3 4 47 - 3 4 5 67 - 10 2 2 2 2 2 2 2 2 2 2 12 6 12 6 12 6 12 6 12 6 12 6 2 6 6 6 6 6 6 6 6 36 2 2 3 3 3 4 4 5 4 5 6 7 12 2 2 2 2 2 2 2 2 2 2 RIVE CONNECTION SPACING C IN.) 12 I6 19,2 24 48 0,49 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 36 4 4 4 5 6 6 7 8 9 10 7 _ 7 _ 7 _ 12 14 2 2 2 2 2 2 2 2 2 3 MULTIPLIER 1,00 133 1.60 2.00 4,00 19,2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 �Q 40 4 4 5 5 6 7 8 9 10 II 1 pRESCRII'11VE LIMITS ARE PA5Ei2 ON A55UMPTIONS IN TABLE 3,3, 16 2 2 2 2 2 2 2 2 2 3 4FOR JACK RAFTER UPLIFT CONNECTION,U5E A ROOF SPAN EQUAL-TO TWICE THE JACK RAFTER PERIMETER 24 6 12 6 12 6 6 6 6 6 6 6 6 6 614 4 4 41414 z 18 2 2 2 2 2 2 2 2 3 3 LENGTH."JACK RAFTER LENGTH INCIAM5 THE pvERI-"LENGTH ANTI THE JACK 5FAN, EO"� 12 6 12 6 i2 6 2 6 12 6 6 6 6 6 6 6 6 6 6 6 6 fl 50 5 5 6 7 8 9 10 11 12 14 2ANCHOR POLT5%WALL w-UNIFORMLY f215TrtPUTEI2 ALONG THE LENGTH OF THE 51LL PLATE.SEE 20 2 2 2 2 2 2 2 3 3 3 ZONE 0,42 16 6 12 6 12 6 2 6 6 6 6 6 6 6 6 6 6 4 4 4 4 " SECTION 3,2,1,7 FOR ANCHOR POLL LIMITATIONS, c�O 60 6 6 7 8 9 10 II 13 14 17 8 2 2 2 2 2 2 2 2 2 2 19,2 6 12 6 6 6 .6 16, 6 6 6 6 6 4 4 4 4 4 4 3 3 55ILL PLATE5 ARE A55UM5t2 TO PE TmATE12 SOUTHERN PINK, 10 2 2 2 2 2 2 2 2 2 3 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 '5 70 7 7 8 9 10 12 13 15 17 20 12 2 2 2 2 2 2 2 2 3 3 GADLE eNnwALL 4WHERE THE LATERAL FORGE RE515TIN6 5Y5fEM 15 OTHER 11'1AN woov 5mrTuRAL PANEL 51EAR 16 14 2 2 2 2 2 2 2 3 3 3 TALF- 3.9A 1�12/ OILING J015T NF-F-L PXt OR RAM 0.49 - 6 6 6 6 6 6 6 6 4 4 fl 80 7 8 9 10 12 13 15 17 19 22 WALL511t NUMPER OF ANCHOR POLL REQUIREi2 SHALL PE INGREA5En PY MLLTIPLYING PY 3,25, I6 2 2 2 2 2 2 3 3 3 4 TRUs5 w/ UP TO 1,V pyEpl 0.42 6 6 6 6 6 4 4 4 3 3 > 5TI-IE NUMPER OF FouN2ATION 51L PLATE ANCHOR POLLS CAN PE 12EIERMINEI2 FOR OTHER LOAF 18 2 2 2 2 2 . 3 3 3 4 4 JOINT CONNF-CTION I?F-QUIF-MF-NTS 20 3 3 4 4 5 5 6 7 7 9 CA5E5 PY MLI-TIPLYING PY THE APPROPRIATE Al2JU5T,FACTOR GIVEN IN THE FOOTNOTE 3,3A. 20 2 2 2 2 2 :'' 3 3 4 5 (PRE5CRIP11W ALTERNATE TO TAPME 39) SHEATHING RAFTER/IVU55 MINIMUM NUMBER OF BP COMMON NAIL5 SIZE SPACING<IN.O.G,) PER SUPPORT 24 4 4 4 5 6 6 7 6 9 10 6EFFEGTIVE 5E15MIC WEIGHT USER to msRMINE FOUNPATION SILL PI-ATE ANCHORAGE LOAt2 8 2 2 2 2 2 2 2 3 3 3 RooF LIVE LOAF GROUJn 5NOw LOAF INCLU2E5 20/ OF GPOUNI2 SNOW LOAV WHERE THE GROUNP SNOW LOAF EXCEE125 30 P,S,F,5 ,� 10 2 2 2 2 2 2 3 3 3 4 20 p5F 30 PSF 50 P5F 70 p5F IX6 OR IX8 12-19.2 2 2 2 2 2 2 2 2 2 2 N 28 4 4 5 6 6 7 8 9 10 12 U5En FOR 512C A.P,C,n,t2 ANV 12 AID A5 FOLLOWS; 5 - 0.17 FOR 5t2C A,033 FOR 50C P,0,5 IXIO OR LARGER 12-19.2 3 3 3 3 3 3 3 3 3 3 12 2 2 2 2 2 3 3 4 4 5 UY FOR St2G G,0,76 FOR 512C P2 -00,83 FOR 512G n „1,17 FOR Sl2C�, ROOF SPAN(FT.) I6 14 2 2 2 2 5 3 4 4 4 5 32 5 5 5 6 7 8 9 10 12 14 E-NAL SPACING Af PANEL EPGE5 F-NAIL 5PACING AT INTERMEDIATE%rrORf5 IN PNL.FIELP(IN.) 7Tw NUMPEROF FOLINPA11ON SILL PLATE ANCHOR POLT5 15 PA5E5 ON A PUILPING LENGTH,L 16 2 2 2 3 3 3 4 4 5 6 12 24 36 12 24 36 IZ 24 36 12 24 36 >> 36 5 6 6 7 8 9 10 12 13 15 EQUAL TO 80 FEET, 18 2 2 2 3 3 4 4 5 5 6 i FOR ROOF SHEATH.W/IN 4'OF TI E PERIMETER EnGE OF ROOF,INGI 4' ON EA,SInE OF ROOF PEAx ROOF & 2 FLOOR5 20 2 2 3 3 4 4 5 5 6 7 RAFIEM RAFTER MQUIMP NUMBER OF 16P COMMON OR THE 4'PERIMETER EDGE ZONE ArrACHMENT MOUIREMENT5 SHALL PE U5EP. 2 FOR WINn 5PMEn5> 40 6 6 7 8 9 10 12 M 14 17 5LOM SPACING C INJ 40n BOX NAILS PER HEEL JOINT CONNECTION THWN IA MPH,MOCK.15 MO.WMIICH TRAN5,SHEAR LOAF TOW 2 APPITIONPL J015T5 C 3 J015T tOfJ 3 I� �-I 1 Fm5CMIPTIve UMIT5 ARE PA5EP ON A55UMPTION5 IN TABLE-5 5, 12 3 5 e 3 6 9 5 9 13 6 12 17 > 50 7 6 8 10 11 M 14 16 18 21 TALC 3,313 POTTOM r LA7� TO FOUNPAI ION 3:12 16 4 7 1O 4 8 12 6 12 17 8 15 23 2TAT3LLAIED FRAMING LOAP5 ANP CONNECTION REOLIIREMENf5 SHALL PE PERMITTED TO dE 19.2 4 8 12 5 10 14 7 14 21 9 18 27 1- 60 a 9 10 11 I3 15 17 19 21 25 CONNF-CTION5 ( ANCHOR 130LT5) PF-515TIN6 MLLTIPLIEnPY0.92 FOR FRAMING NOT LOCATEPWITHINB FEET`OFCORER5. 24 5 10 15 6 12 18 9 17 26 12 23 34 TA(3LF- 3,11 WAIL 5NF-A11HIN6 ANP CLAI212IN6 70 10 10 II 13 15 17 20 22 25 29 12 3 4 6 3 5 7 4 7 10 5 9 13 z 80 II IZ 13 15 17 20 23 25 28 33 � �I20M SEISMIC, 192 3 6 9 4 6 I9 6 19 I6 6 112 17 4 ATTACNM�NT �012 WIND LOADS L 4:12 28 5 6 6 7 8 10 II 12 14 16 G 2 G 24 4 8 11 5 9 13 7 13 19 9 17 26 �XpO5UI2� 13 0 o 0 TALL ./,6 I�IDGF- CONNF-CTION 12 3 3 5 3 4 6 3 6 8 4 7 11 700-YR.WIN125PEEP o 32 6 7 7 8 Io II 12 14 15 IS FOR SEISMIC t2E51GN CATEGORIES A,P,C,120,12„ & n2 GG I�G G G 110 115, 120 130 140 150 160 170 180 195 �L QU I r\i�M�NTS I 0I? WIND 5:12 I6 3 4 6 3 5 7 4 7 I I 5 9 14 3 SECONl2 GUST <MPH) 36 7 7 8 9 II 12 14 15 17 20 MAXIMUM ANCHOR POLL 19.2 3 5 7 3 6 9 5 9 13 6 II 17 ANCHOR POUT t21AMETER<INJ SPACING(IN J''2 rXp05U12rl 13 <MA12 LOAP A55UMPT10N5: ROOF A55EMPLYVL - 10 P5F) 24 3 6 9 4 7 If 6 II 16 7 14 21 51RLIGTURf+I-SHEATHING N 40 7 8 9 10 12 13 15 17 19 22 11211 67 12 3 3 4 3 3 4 3 4 6 3 5 8 E F E F E F E F E F E F E F E F E F E F ROOF &3 FLOORS „ 16 3 3 5 3 4 5 3 5 8 4 7 10 5WATHING 5TUn SPACING MAXIMUM NAIL SPACING FOR 812 COMMON NAIL5 �T � 50 9 10 II 13 15 17 19 21 24 28 5/8 72 7�" 'W1Nn SpEEl2 110 115 120 130 140 I50 160 170 I80 195 7;12 ZD �- N N 19.2 3 4 5 3 4 6 3 6 9 4 8 12 LOCATION C INCHES O,CJ OR lOt2 PDX NAILS C INCHE5,O,CJ N 3 5ECONI2 GUST (MPH) N N 24 3 5 7 3 5 8 4 8 II 5 10 15 60 11 12 13 15 17 20 23 25 28 33 I vmLATEP ANCHOR BOI-r 5PACING5 A55UME SHEAR WAIL ARE SHEATHED IN ACCORnANCE WNH ROOF SPAN WQUIM19 CAPACITY OF PIPGE CONNECTION 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 U� N N 5EGTION 3,4,4,2.FOR OTHER WALL SHEATHING TYPES THE fAMLATEP ANCHOR BOLT 5PACING5 ROOF PITCH (Ff.) (P F)'.2°^ 12 3 3 3 3 3 3 3 3 5 3 4 6 INTERIOR ZONE 16 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 6 12 70 13 14 15 17 20 23 26 30 33 39 5HALL PE MU.11p1-YEP BY THE AP MOPRIATE 5HEATHIN6 TYPE APJUSTMFW FACTOR IN TABLE16 3 3 4 3 3 4 3 4 6 3 5 7 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 SCALE; 3.17P,FOR ANCHOR BOLT LIMITA11ON5 5EE SECTION 3,2.1.7. 9:12 12 77 91 105, 136 169 205 243 284 327 '597 19,2 3 3 4 3 4 5 3 5 7 3 6 9 80 14 I6 17 20 23 26 30 34 38 44 2 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1 ' .0 I I WALL P01TOM PLATES ARE ASSJMEP TO BE fREATEn SOIm ERN PINE. 16 103 121 141 182 226 274 325 379 436 529 24 3 4 5 3 4 6 3 6 9 4 8 12 PEPIMEIER 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 '`ANCHORAGE REQUIRED To RESIST LATERAL LOAP5 SHALL PE mTERMINEP IN THE FOUNDATION 20 128 152 176 227 282 342 406 473 545 661 E12GE ZONE M516N PER SECTION I.IA 3;12 24 154 182 211 272 339 410 487 566 654 793 12 3 3 3 3 3 3 3 3 4 3 3 5 24 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 bWG NAME: 28 160 212 246 318 395 479 568 663 763 925 16 3 3 3 3 'S 3 3 3 5 3 4 6 i PRESCRIPTIVE UMIT5 ARE PA5En ON A55UMp11oN5 IN TABLE 3,2, 12;12 POARI7 51 IEAINING OR LAP SInING 32 206 243 281 363 452 547 649 758 873 1057 19,2 3 3 3 3 3 4 3 4 6 3 5 7 2ANCHOR pMf5 SHALL PE UNIFORMLY P15TRIMITEn ALONG THE LENGTH OF fit 51LL PLATE, 36 231 273 N6 409 5G8 616 730 652 982 1190 24 3 3 4 3 3 5 3 5 7 3 6 9 SHEATHING PAFIEP/TPU55 MINIMUM NUMPER OF 612 COMMON NA1L5 PLUMBING 1?15�12/ FOR ANCHOR BOLT LIMIrATION5 5M SECTION 3.2,I.7. 51ZE 5PACING(IN.O.C,) OR IOt2 PDX NAL5 PER 5UPPC>I2r NAILING 5CNF-bUL� I HEEL JOINT CONNECTION ARE NOT'RI:QUIRI;P Wl-EN THE RIVE IS SUPPORTED PY A LOAF I X6 OR IXS 12-24 2 2 2 2 2 2 2 2 2 2 115LL PLATE5 Alm A55UMEP TO PE TREATED 5owHERN PINE. C CONTINLEV IN NEXT COLUMN) BEARING WALL,HEADER OR RIDGE BEAM M516NEP TO RE95T THE A IMIEP LOAP5. IXIO OR LARGER 12-24 3 3 3 3 3 3 3 3 3 3 4rADLLAIED SHEAR CAPACITY 15-wu3 ATEP PA5En UPON A 10 FT,HEIGHT ANn 10 F1 TOP PLATE 2WHEN THE INTERMEDIATE 5UPFORr OF THE RAFTER 15 PROVIPEP PY VERTIVAL 5fRUr5 OR E .NAL SPACING AT PANEL EVES F- NAIL SPACING At INTERMEDIATE SUPPORfS IN PNL.FIELP<INJ TO RIDGE HEIGHT.FOR OTHER CONPMON5,MLLTIpLY VALUE PY THE FOLLOWING CHART: FU31N5 r0 A LOAPPEARING WALL,THE TAPLLATEP HEEL JOINT CONNECTION REQUIREMENTS MCA. NO.! SHALL BE FERMITTEn r0 DE REDUCED FROPORTIONPLLY TO THE REDUCTION of THE SPAN, I FOR WALL SHEATHING WITHIN 4'OF THE CORNERS,THE 4'EDGE ZONE ATTACH.MO.51HALL BE USED, 2 VVIU-ATEP NAIL SPACING A55UMF-5 5HEATH,ATTACH,TO 511.17 FRAME,MEMdMR5 W/ 0,42<q<0.49, C CONT1NUU7 IN NEXT COLUMN) 3 FOR EXT.FNL,51PING,GALV,PDX NAIL-5 SHALL PE FMMIfTEn 5W5VT"ON FOR COMMON NAII-5, A-6 G�N�� NOBS ��C�ICAI...•- ��G� Nf� � 1.ALL WORK PERFOWMEV SI-1&1. BE IN COMPLIANCE WTH ALL FEPEWAL, STATE & LOCAL NOTE: ALL ELECTRICAL WORK rO BE IN ACCORVANCE WITH THE RULES & BUILPING COPE5 AMP ORDINANCES, REGIULATION5 OF TIME N,Y,13,r.U,ANP A CERTIFICATE FROM THE N,Y,B,F,U. 1�_ 2,BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL FLRNI5H OWNER IS TO BE PRE5ENTED TO THE OWNER AT THE COMPLETION OF THE JOP, &ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE ANP WORKER'S COMPENSATION THE OWNER SMALL PROVIDE ALL SURFACE MOUNTED 1.64K FIXTURES.ALL WTI r -7CEFICA1E5 INCLUDING NAME5 OF ALL 5UPCONTRACTOW5 INVOLVEP IN THE CON5TRUC11ON. OTHER ELECTRICAL EQUIP.TO BE SUPPLIEp BY ELECTRICAL CONTRACTOR, - MEN EN 3,THE CONTRACTOWS SHALL BE RESPONSIBLE FOP ALL PIMENSION5 & CONP111ON5 ON THE ALL SWITCHES AND RECEPTACLES TO BE 'LLMZON', "VECOWA" COLOR JOI3,THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, RECESSED POWNUGNTS TO BE "UGNTOLIEW" OR API',W.T1ZIM -WHITE, 'k:._ ®v- - Z 0 IF NOTE: CONTRACTOR SHALL PROVIDE PIMMEW SWITCHES FOR ALL WCE55, Z 4,TW CONTRACTOR SHALL SUPPLY ALL LAPOW ANP MATERIAL SHOWN ON THE 12RAWING5 pOWNLIGHr5, VERIFY LOCATIONS OF ALL ELEC, PEVICES WITH CLIENT. UNLE55 OT1-IERW5E NOTEP, 5,THE CONTRACTOR 511&1I BE RE5PON51BLE FOR ADEQUATELY BRACING & PROTECTING ALL WORK PURING CON5TRUC-nON AGAINST PAMA61E, BREAKAGE, COLLAP5E, pI5TO"ON & c1-F— L C, 'A' VLU'LEX ELECTiZICAL RECEPTACLE ' MISALIGNMENTACCOWVING TO ALL APPLICABLE STATE AND LOCAL COVES, \ z Qa� DOUBLE DUPLEX ELECTRICAL RECEPTACLE \ 6. THE GEN'L.CONTRACTOR SHALL PAY FOR ALL I"MMIT5, FEE5, & C05T5 RWATI V TO THE WORK OF THIS CONTRACT.THE GENEtZAL CONTRACTOR SHALL INITIATE ALL REQUIRED i 1 , i 1 , i i , I i i- Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE x IN5MCTION5 OE ALL WORK COMPLETEP UNPEW THI5 CONTRACT UNLE55 OTHERWISE NOTEP, 9' —3 I/ 2" 9 —3 I/ 2 9 -3 I/ 2 9 -3 I/ 2 9 -3 I/ 2 9 -� I/ 2 I'-8'' X I'-811 X I'-O" V, P. CON(, FTC. $GI 1 EX GN TACLE/GROUND FAULT INTEWIWUPT ® z N 7.THE 5UB—CONTRACTOW5 SHALL AT ALL TIME5 KEEP THE PREMISES CLEAN ANP ARE _ _ _ _ _ _ _ _ _ _ _ _ 10" PIA. P, CONC, 50NOTU3E OVER r0 I" � RE5PON51BLE FOR REMOVAL OF ALL RUI3C315N CREATEP 13Y THEIR INPIVIPUAL TPApE5 U,O,N. �-",_, :. „ �— —� — — — — — — — — — — — — — — — — — — — ._._._._._._._._ _._._._._.__T ABOVE GWAVE.0 TYP.ALL 12 EXTERIOR, FTG.5) $3 3—WAY WALL SWITCH 4—WAY VWALL SWTCN t`l --I --- -- -- �- �-, -- V QO 1:; r`. ;I I; I I, I li `f I I; r`� :I I; r` I I; r• I $n5 RECE5%-P POOR ACT1VATEP SWITCH 8.ANY"EXTRAS" FOR ANY ANP ALL FIELD CONPITION5/5UP5TANT1AIL CHANGES SHALL BE 1 %' ;` :' ;• { I '✓<' ;.i I:':tom'+ I I. :I I?.' '; 1 I ': 1 I' ': 'I I '✓�': `I - V POCUMENTEp WITH THE COST E511MATE &APPROVED BY OWNER AND OR HI5 AGENT BEFORE L�•_'J L -':J L�._':J L�•-":J L •":J L�•-':J L�•_'�J RECE55Ep POWNLIGNI C IOOW) " UGNTOI IER" OR ADP, EQ. E s V STARTING THE AVPITIONAL WORK. _- 31 , -91 i _ -(4 EXTERIOR WECE55EP POWNLIGHT(IOOW) " LIGHTOLIER" OR APP. 9, VOU3LE FLOOR JOISTS A� TO BE IN5TALLEP UNPER ALL WALL PART1T1ON5 RUNNING _ I �� CEILING MOUNTED JUNCTION 130X CO SN TRUG ON PWG S I FOR 510 pE pOUC3LE NPR.JOISTS AT ALL OPENINGS, REFER TO 6 -O'I _2O 1 ,�I i ' -81 I GJ' -�" �/,I 2� ' _III \\\\�� O \�\ # i - , - I _ I I �� WALL MOUNTED JUNCTION BOX ��\ 10,ALL FRAMING G-UMBER TO BE VOUGLAS FIR 2 CONSr, GRAPE OR EQ. _ 10 � WALL MOUNTED DUAL SPOTLIGHT \\ 11.ALL EXTERIOR STRAPPING TO BE ABOVE OR DENEATH EXTERIOR SHEATHING• I' I I a 1 V 1 I NEW CEILING MOLINTEV JUNCTION BOX FOR SURFACE FAN/LIGNr _(4 \�� ----- WITH pUoJ_ SWITCH AT WALL, FIXTURE TO PE `5UPPLIEV BY OWNER. \\: 12.THE CONTRACTOR SHALL PROVIDE SHOP PIZAMNGS FOR ALL SPECIAL WORK SUCH A5 PUT' \� NOT LIMITED TO: MILLWORK, SPRINKLER 5Y5TEM5 ANP 5TEEL WORK.ALL SHOP PIZAWlNGS -I ,. -, ,: ... .. ,..,.. ',...r:...'., NEW CEILING MOUN1EP JUNCTION BOX FOR RECESSED EXHAUST \� NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, I I 6, _6 i I ..A r : `ti 2' "DI FAN/L1GHT WITH PUAL 5WTCH AT WALL, 111MOAN" HEAVY DUTY UNIT \\\ �� \ I I OR APP. EQUAL 900GAL, I V.1.F, I t I U.G,GA5 I .. .., . . .. .. ., . ' f. . .+ .., 4� NEW CABLE N RECEPTACLE (TO BE WIWEP TO CENT,CONTROL BOX) I TANK PIPED I TO NousE. i——————— ——————————— f NEW 5T12ucT1 IREP CABLE <TO BE WIWEV TO CENT. CONTROL PDX) a NJ 011� I I IiAll *� SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL �,' CONTROL BOX. ------ „ NEW POOML,1L PER REQUIWEMENT'5 BY THE NEW YOM STATE RESIDENTIAL CONSTRUCTION COVE,WE GERTIFY PROD. F.C. 5/8 GYP, BV, OVER NEW THAT THE VE516N CRITERIA 15 PONE PER PRESCRIPTIVE PE5161\1,ALL OF THE LOAF IIIIIIIIIIIIII ' " \ � FURNACE ROOM CEILING ANV WALLS, NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.G. CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK STATE CON51RUGT10N ----- -_ COPE BA5EP ON c AF&PA) IIII II --- ~� ,'� ,tj 20' / -611 IIIIIII �-- --� PROV, BEAM POCKET(51ZE A5 REQUIM19) & (, ALLOW SLIFFICENr SPACE FOR METAL SHIMS, ` �• ---PROV,WATCHPOG WATER PROOFING ALONG ---- __ (TYPICAL ALL FOUNDA11ON AREA5) PERIMETER OF FOUNDATION WALL BELWO g p I PROV. FIN,GWApE, INCL, PARGEV JOINT BETWEEN J VBL, 2" X 6" AGQ. 51LL PLATE WITH I I Q FOUNDATION WALL ANV FOOTING, ,� .� �� - <v.l. . �:v -� ---, I TERMITE SHIELp FIBROUS INSULA11C7N. FOUNPA \ ION NO _ _ _ _ _ _ (TYPICAL ALL AREAS) ]L - - - - - - - - - - - - - - - ''T --1:= =:_:_:_ =i=i=: _ -':1= - - - -i-i-i —:—:—:_:_:—:—:—:—:—: _ CHIMNEY CON5TRUCT10N: PROV, 2" X 8" ............- - - - - - - - - .`. �'�:.�- PROD. 5/8" PIA, X I O" L. STL.BOLTS T1 tRU I, BASEt�ON 501 L BEARING CAPACITY, TWO TONS F'ER SQUARE FOOT MINIMUM SUBJECT TO o PROV, 211 X 8" FRAMING a 121, O.C., CONT, _ �__� __,, ___� } W/I LAYER 5/4" ACQ. PLYWP, 5HEATHIN6 \ NO SILL PLATE EMBEDDED INTO GONG, FIELD INSPECTION ANP VERIFICAT10N. I I NO MORE THAN 3' O.C. & 6" - 12" FROM W/ AVP L, LAYER I/2 SGREWEp CEMENT _ —�Q,' ALL PLATE INTER5ECT10N5,PROV,3 BP.ENTIRE WOOF CHIMNEY BUILT ON TOP , __ , 2,ALL FOOT1NG5 TO BE CARRIED DOWN TO UNPI5TURDEP 501L, NO FOOTING SHALL BE SET U I _ i I I � IIII I _6 I 5QLAT, WASHERS ALL POL1'5,C TYP,ALL), OF 12' H.CONCRETE BLOCK LOWER WALL 8C� —6iI 92 7 HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING, 5TEP FOOT1NG15 Z z OVER 1'-4" W,X I' P•P. CONC, FOOTING. I BP. PROV,CEME ARE TO HAVE A50 PEGREE MAXIMUM. � " LAYER NT TERMITE W/ 1/2 CONCRETE SLAB W/ W,W,M, WATER SHIELD UNVEW BTTM, 2"X8" PLATE. [ :'" 1 �Q' THROUGNOI IT OVER TAMPED GRAVEL BASE• 3, PROV. 5/8" DIA,X 10" L, STL, BOLrSTHWOUGH VOU3LE SILL P A M INTO - - _:_:_:_:_:_:_:_:_:_:_: , :_ _ _ - -:-:_: �:-:_:- i-i- -:_:_:-: =1_-: _ _ _ _ _ =:_3t'' ..�: :_:-:_;_:-:-: CTYP. ENTIRE PP�s mrm-r L TESE 13EppED lh PROD, 2 10 PIA, ZERO CLEAR 5/5 ._._._._ -. .• .::. - _� AWEPJ , CONCRETE a NO MORE THAN 3' O.C, & 6" - 1211 FROM ALL PLATE INTER5ECT10N5•PROD, FLUE5(V,LF, FLUE PIA.) W/CUSTOM 5TONE 4 - _ CAP & 2 CUSTOM CERAMIC GAPS. EXTERIC)IZ Jr3 == - - _ u5' - >t3 1 I 5" 5QUARE, WP5HER5 ON ALL BOLTS.(TYPICAL ALL AREA5 OF FOUNDATION,) � PROD, CONT• 2 THK. RI2,4 GRAVE FOAM CHIMNEY TO BE COVERED IN CU_T1J p _' PROD, 5 I/2" SQ, 51RLIGT, 5TL• COL. \� LINE OF SECOND FLOCJR EXTERIOR WALL j PANEL 6" BELOW FIN. GRAVF(TYP.ALL) STONE(COLOR r.PV.), FLASH ALL ROOF/ ` BOLT TO FrG & 2NV. FL, GIRDER/BEAM j 4.ALL CONCRETE TO BE I:2:3 MIX; 2500 LB,CAPACITY UNLESS OTHERWISE NOI ED OR WALL PENETRA110N5.(Tyr,BC71H F,P,) :; \I �7' _71� ABOVE UNDER REAR OF 2NV, FL. EXT, WALLS I I '•' 5PECIFIEV, :7 6 1 _01 I 2' X 2' X 1'-0'' P. P, CONC. FOOTING 8' IF CONCRETE BLOCK FOUNVA110N5 ARE TO BE USED, THE BLOCK SHALI BE AST M-45 W/ fl (rYP.ALL 8 INTERIOR FOOTINGS) _ \ j FULL MORTAR JOINTS, CORNER5 ARE TO HAVE CORE5 FILLED 50LIP W/ RE-INFORCEMENT, CORE5 WITH ANCHOR BOLT5 ARE TO BE FILLED TWO COURSES DOWN, 5EE NOTE 3 ABOVE, PROV, 511121, 5Q. 5TRUCT. 5TL, COL , r.-- -7 25" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL oz BOLT r0 FTC, & GIRVEI2/PEAM5 ABOVE, �I `,,. d I•,. .I , I.: •` •.. ' 6 PROVIDE O O A11 ) - _ - - - - - �:- _:_:-:- _:-:-: :- - - - - - - - - - - - - - - - - - - - - - - - fl (TYPICAL 9 LOG ON5 _ _ _._._._._._._._._._._:, s1 .-._._ -- =:)=:=i= =:= =i=:=i 1= = =i .`E=1 - _ _ _ _ _ _ _ = PERIMETER SILLS, \\ \ L'--7-' 7.ALL WOOL?IN CONTACT WITH CONCRETE OR MASONRY r0 PE WOLMANIZE12 OR q'cJ� .611 / I I PRESSURE TREATED, 1 � I 4 PROV, 5-1 3V 4" X 117/8" GP MICRO—LAM LVL W/(CONT.). IN BEAM FOCKE115 BOTH Tip ENDS, (TYP,ALL BASEMENT 6IRPER5 ABOVE) --101' C' LF t ---' I I 14 tZ, PROV.4' V.C V.I.F.) GONG. WINDOW WELL r ...a. `:::.::':: r;.` : 1 I I - > > TOP OF 811 THK, P.CONC,WELL TO PE 3" \ 1 --_-- ------ I ABOVE GRAVE.PROV, PIRAINAGE GRAVEL TO 3' BELOW BOTTOM OF 51 P. CONT.FOOT'G. PROD. F.U5H ALUMINUM REMOVEABLE GRATE -- __ PROV,CONT. I'' THK.MILE5rONE CAP,CONT, �� - � �� 1 3 � _ '. I 2 � ' I FOOr'G,: 1'-6" W. X 1'-0'' P. 36'' 3,F,6W, (TYP, 3 BASEMENT WINDOW LOCA1'ION5) lo � �- -`'�-__ -`�- -'�----�•� ! � � � I Q i - 'r 2 _011 4 W.F. Jt dD LEAN COMPACTED FILL ! N I I rt - J t. f' 'I •'•y 81, P,CONC.FVN•WALLW/ 2' O11 W"Ix ,I I i ��.-- II 5" P. CONCRETE SLAP W/ W,W,M, W/ .; :_•. :_ ••' �� .T• CONT, HAUNCH 5LAP FTC. (OVER TAMPEP SF-C.I 1 AI I - C1:1:•� .Y•1..:•: . * 13' _01 I GRAVEL BASE (TYP, PA5E.AMA). - - - , HAUNCH SLAP: 2' W. X 1'-6 P. W/SILL, 'v > 'v 11 5LAP OVEIZ TAMPED COMP, FILL, PROVIPE 2" THK, CUT'PLUE- 5T`ONE 5LAP STEP ANV PECK AREA U,O,N, I '�I �Q, V, E11D)A 8" P.CONC, FPN, WALL W/ 2'-0" W, XII I'-0" P. P. CONC, FT'G, CONT.PROV, FOR �� — .� ' — — 22 0 P 1 I CI k� • r r U U b SIX I' P. STEP TO GRAVE,VERIFY EQ, RISER `::' � I HGT. NOT TO EXCEED 7 1/211. ON FAAEPROV, CULTUED S �I l 1 G I I I I S�l S�s STYE -"PZY5TACK" PYCOLORAVO Ila ro E Ole APP. E0.r.�I_�r.a.n PROV. COW. PL_UES ONE LEPGE 121 HOU%) (TTYP ALLPAPEA5 U,O NO.M V'1.F' 9T �kit: 9 N N N IN SCALE: NOTE: 1/ 41 1 1 I -Oil INPICATE5 BMARING POINTLOAP OFFICE "'�j FIT 12W6' NAME` THIS LOAp MUST PIEEP TRANSTRAN5MREVACIN I I I G —1 L�16 W/ A17EQUATE VERTICAL BRACING. PLAN ALL FOOTINGS r0 PE PLACES ON VIRGIN NOTV: THESE PRAWNG5 ARE IN5TRUMENr5 OF SERVICE & UNPI5TURI3E1? SOIL,(TYP.ALL FOOTINGS•) COWRACTOR TO NOTIFY THE ARCHITECT AM THE PROPEM OF Vr ARCHITECT, OF ANY ANP ALL REVISIONS VUE TO FIELV NO CNAN6E5& OR M0I9IFICAT10N5 5HAl.L BE DWG, NO,: COUNT,ANP OR GENERAL ALLOWED W/O WRITTEN AUTHORIZATION BY THE CONTRACTOR WHICH PIFFER FROM THE ARCHITECT.ANY REPRODUCT10N IN PARr OR CONSTRUCT, PWAWIN65/5PECIFICAT10N5. WHOLE 15 STRICTLY PROHIBITED BY LAW. A-0 v I.ALL WORK PERFORMED5HALL Pe IN COMPLIANCE WITH ALL FEDERAL, STATENOTE: ALL ELECTRICAL WORK TO PE IN ACCORDANCE WITH fHE RULES& BUILDING GOPES AND ORDINANINANCES, & LOCAL W6ULAT10N5 OF THE N.Y,13,F.U,AND A CERT1FICATE FROM THE N.Y,P.F,U, \2, P3EFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL FLIRNISN OWNER IS TO PE PRE5EN1ED TO THE OWNER AT THE COMPLETION OF THE J013, & ARCHITECTITH COPIE5 OF ALL REQUIREP IN5URANCE ANP WORKER'5 COMPENSATION 1211 CEFICATE W5 INCLUPING NAME5 OF ALL 5UPCONTRACTOR5 INVOLVED IN THE CONSTRUCTION, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FI ,ALL Z OTHER ELEC1RIGAL EQUIP,r0 P3E SUPPLIED C3Y ELECTRICAL CONTNTRE5RACTOR, � (� 3,THE CONTRACTORS SHALL PE RE5PON5IP3LE FOR ALL PIMEN5ION5 & CONPIT10N5 ON THE ALL SWITCHES AND RECEPTACLES TO P F_ 'LUTPON', "PECORA" COLOR Td312, N JOP.THE ARCHITECT MUST PE NOTIFIED OF ANY VARIAT1oN5 FROM THE PIMEN510N5 SHOWN RECESSED POWNLIGHTS r0 PE "LIGNTOLIER" OR ADP, EQ, TRIM -WHITE. O Z g NOTE; CONTIZACT012 SHALL PROVIDE DIMMER 5WIrCHE5 FOR ALL RECESS, 4,THE CONTRACTOR SHALL 5UPPLY ALL LAPOR AND MATERIAL 5HOWN ON THE PRAWIN65 P0WN1_I6Hr5, VERIFY LOCATIONS OF ALL ELEC.DEVICES WITH CLIENT, Q UNLE55 OTHEIZWI5E NOTED. 5,THE CONTRACTOR SHALL PlE RE5PON5IMr FOR APEQUATELY BRACING & PROTECTING ALL WORK DLRING CON5TRUC11ON AGAIN5'1-PAMA6E, BREAKAGE, COLLAP5E, t2l%012TION & 31 _91 i Pl IPLEX ELECTRICAL RECEPTACLE o Z M15A,IGNMENT ACCORPING r0 ALL APPLICABLE STATE ANP LOCAL COPE5, NOM, dDnn nOLVLE PLIPLEX ELECTRICAL RECEPTACLE \ Z 6.THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMIr5, FEE5, & C051'5 RELATED rO THE $5c PUpLEx 5EPARATE CIRCUIT RECEPTACLE WORK OF V15 CONTRACT, THE GENERAL CONTRACTOR SHALL INITIATE ALL REQUIRED �Q, �Q �Q �Q, �Q, �Q �Q, �Q, 4VGPI PLIPLEX RECEPTACLE/GROUND FAULT INTERRUp1 � 3 IN5PECTION5 OF ALL WORK COMPLETED UNDER TH15 CONTRACT UNLE55 OTHEIQM5E NOTED, $ WALL 5W1TCH N 7.THE 5UB-CONTRACrOR5 SHALL AT ALL T1ME5 KEEP THE PREM15E5 CLEAN ANP ARE z RESPONSIBLE FOR REMOVAL OF ALL RUBBI5H CREATED BY THEIR INPIVIPUAL 1RAPE5 U.O,N, $3 3-WAY WALL 5WIrCH 4-WAY WALL 5WITCH N � Kl $n5 RECE55EP POOR ACTIVATED SWIT " CH U 8,ANY EXTRAS" FOR ANY ANP ALL FIELD CONPIT10N5/51_05r G AMIAL CHANE5 SHALL BE ® ® ® ® Lj DOCUMENTEP WITH THE CO5T ESTIMATE & APPROVEP BY OWNER ANP OR H15 AGENT BEFORE RECE55EP POWNUGHr(IOOW) " LIGHrOLIER" OR APP. EQ. H \ S q STARTING THE APPITIONAL WORK. - _ EXTERIOR RECE55EP DOWNL1GHr(IOOW) " LIGHTowmE OR ADP, EQ, \ N � 9. POLME FLOOR J015r5 ARE rO BE IN5rALLEP UNPER ALL WALL PAIM11ON5 RUNNING 1 1 CEILING MOUNTEP JUNCTION BOX \ PARALLEL TO THE FRAMING.PROVIDE POUBLE NPR. JOI5P5ATALL OPENINGS, REFER r0 8 �0 _------_ ____ ----_ _-----_ _----- _ IN ---- t3 ��0� - - -- W \\\� CONSTRUC110N DWG'S, FOR SIZES, �/,I,�, 11 � WALL MOUNTED JUNCT10N'BOX 10 -O \`\ 10.ALL FRAMING LUMBER rO BE POLIGLAS FIR #2 CON5-I",GRADE OR EQ, I V.I,F, � WALL MOUNTED PUAI"" SPOTLIGHT \�\ 11.ALL EXTERIOR 51RAPPING TO BE ABOVE OR BENEATH EXTERIOR SHEATHING, I I ', _ 1 I WITH PIAL 5WM�H Ar WALL. FI O PDX OR RFACD 13Y OWNER. \Se\\ 12,THE CONTRACTOR SHALL PROVIDE SHOP PRAWN65 FOR ALL SPECIAL WORK SUCH A5 BUr \qp .� NOT LIMITED 10: MILLWORK, SPRINKLER SYSTEMS AND 51EEL WORK,ALL SHOP PRAWIN65 •G � NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEPING WITH THE WORK. \\l PL, I 1 I !� P OR ADP, EQUAL, \\\ HP Y I \ / 1 \ �Q I I �Q 11 QC NEW CABLE TV RECEPTACLE (TO BE WIP.EP TO CENT.CONTROL BOX) 1 _ _ qp 4� NEW STRI,ICTUREP CABLE (TO BE WIRED r0 CENT.CONTROL BOX) NOS \ \\ I-- \ •5P 5MOKE/CAPPON MONOXIDE DETECTOR; T W O BE REP rO CENTRAL -- HP ___- `\ - • ' M, 13�1�pOOM P CONTROL Box, PER REQUIREMENTS BY THE NEW YORK 5rATE RE5IPENVAL CONSTRUCTION CODE, WE CERTIFY NEW DOOt?BELL T 13'-9 X I<}' 6 Ila THAT THE PE516N CRITERIA 15 PONE PER PRE5CRIPT1VE DESIGN.ALL OF THE LOAF NOTE: ALL OUTLETS IN GARAGE AREA rO BE ON A S,C, CAILCULAT10N5& 5TRUCTURAL P1,AN5 COMPLY WITH ALL OF NEW YORK STATE CON5TRUCTION COPE BA5EP ON( AF&PA) I I I cl 1 + I I QI Af f M. �\ i //' II GP.LLJJ I EF L 21 ^OI1 II I II 1 I-'-O x3di-O I // i \ / NOM, m \ ---- I I -- Du i -' __(�W C o 9' " x 4'--6.. /- NOM,6" }" \ \ I NOM,6" NOM,6 // 6 ,6 / I I I U / EQ," EQ," 4'-2" 4J-pay _ 3 _g e � \ z 1'OINf LOAD/2Nt7,PL, I I - ------ 7 1 -O I I z / I NOM, , -------.---- -J ALIGN W/ Pt2N. I ' 1 I \ \ \ 1 ANrrzr r.�-r?5 cL, �►up-I" 4'-10" 3'-10" /l \ I 2� III 1 v,1,F � -_ -� , -O II EQ, Up r / I I VJ,F, I I1 �ors, > > Ad 1 T ( G41 PL. I Ja/P 6AAI2A6F� PROV, CULTURED STONE FACADE 1 / 2.2'-0 x 24'-0 5111. - PRY5rACK BY COLORAPO 4 r r l I STONE Ott Apr. F-0. rC7LOI?1:.13,12, Q U r P + 1 PROV, CONT, PLLIE5r0NE LEDGE 1 5" X I 1/4" (SLOPE AWAY FROM 2L HOU5E) (TYP, ALL AWA5 U.O.N.) flit _ _ I U GPI I MAXIMUM GLOSS FL00P Al;��A, HB W-6" X 19'-10" �Q, \\\ _ _ M. TNF_5F_ A2 A5 F-XCLUnF- PA5F-MF-NT, F012CNF-5,/ MCK5 012 ATTIC. �5 �> 'T FR5T FL0012 41 A, :2,552 5,F, �Q 2 6" I _ -------- -- - ----------- S�CONn FL-OOP AMA: 1,080 5,�, I ________ _ f01'& ft_0012 4 A; -_-5,632 5,F, > �✓ / \ 16 1 _OI 1 TOTAL ALLOWAI3LF_ FLOOk AF�A; �,632,6 5.F, 3 � 20' -10'' L - - - ___- -- - --- JI �Q, V,I,F. �Q, > > _ J NOM, IL ------ ------- ----- -22' -0 1 Q 3" P. CONCRETE SLAG OVER TAMPED ---------------- IL ------ J -.� Z COMP. FILL. PROVIDE 2" TNK, CUr BLUE- IPWOV,ALUMINUM<WHITE) CABLE-RAIL 36" (^9,4 Z - p STONE SLAB 5TEP5 ANP PECK AREA U,O,N, --___- ___-__ --__= J H, POLTEP TO DOLOL 5TUP PARAP Tf 'r v� PROV. CULTUREP 5TONE FACADE L -_--_ -__-__ __--_ ADP, EQUAL.C T YPIGAL ALL BECK AREAS U,O.N,) 5TYLE--"PRY5rACK" BY COLORAPO 5T'ONE OR APP. EO, COLOR T.f3 b 81 I �Q " �Q I I 81 I O � O O PrROV, cow, P i_x5r0NE LEDGE r 7" X 11/4" (5LOPE AWAY FROM +1. , n HOUSE) (fW. ALL AREA5 U,O.N,) C'fi M i~'"�`a N N f�5-r F L O O P P L AN �� N N � _ - N N SCALE; N01F,5, r-"rM "�Nc� NOTF-5, NOTF,5; INPICATE5 GEARING POINT LOAF DWG, NAME: 12PP."A" PROV,ALLOWANCE FOR 3 CUSTOM BUILT-IN WALL UNITS r0 GLG, P."c" CLOSET INTERIOR TO CONSIST OF 5 FIXED ShELVES ON RIGNr RPP."P" PROV, PULL-DOWN ATTIC ACCE55 5rAJR, "BE55LER" OR APP EQ P."K" PROVIDE NEW CU5T'OM 5TAIW: FLOOR r0 FLOOR Hr. - 10'-O"-+"/-V,I,F. TH15 LOAP MU5T BE TRAN5FEREP I L� 12G� VENEER TO BE 5rAINEP WALNUT OR APP, EQ. ON ALL EXPOSED 51PE (1/2 CLOSET WIPTH), LEFr 51PE TO CON515T OF CONT, FIXED P,"G" PROV, POL, CHROME O,H, EXFAU5T FAN rO BE PUCTEP OUTSIDE 5rAIR DE5CRIPT10N: CLEAR RED OAK TREAP5- 11" 1 / CLR, PINE W/ ADEQUATE VERTICAL DRACING, L} FIk5T FL0012 SURFACES BOTH INTERIOR/EXTERIOR, INTERIOR rO BE PE5I6NED COAT ROP & FIXEP 5HELF, UNIT5 rO BE MADE OF CLEAR PINE APJ, EXT, WALL,ALLOW 02,500.00 FOR UNIT AND PLICTING, R15ER5, FORMED OAK RAILING AND TLRNEP OAK 5PINPLE5, RAILING PLAN PER CLIENT'S QUIREMENr W/ INTERIOR LIGHTING. PAINTED W/ 3 COACr5 OF BEN, MOORE 5EMI-61-055 PAINT. kt P."H" PROVIDE 10" DIA. EXHAU5T VENT-(GALVANIZEP & 5CREENE12) CONTINUES ACROSS BALCONY ABOVE. NOTE; THESE DRAWINGS ARE INSTRUMENTS OF SERVICE & CL05Er INTERIOR rO CON515r OF CONr, FIXED COAT ROP & 5H, P,"n" TO EXTERIOR WALL 5CGFFIT AREA, P,"L" PROV, 10" PIA.SQUARE FIP3ERGLA5 5TRLICT, COLUMN,APP TRIM PER EXTERIOR UNIT5 TO BE MADE OF CLEAR PINE PAINTED W/ 3 COAr5 OF BEN. P."�" PROV,CUSTOM 1/2" THK,TEMPEREP FRAMELE55 5HOWER POOR/GILA55, COLUMN5.PAINT 3 COAr5 BENJAMIN MOORE PAINT. (5 INTERIOR COLUMN5). OF ANY A OR ALL RFV1FY THE ARCHITECT ARE THE CZ5& TY OF THE ARCHITECT, OF ANY AND Ad"L REVISIONS DI.IE r0 FIELD NO CHANGES& OR MODIFiGAT10N5 SHALL P3E MOORE 5EMI-6L055 PAINr. VERIFY LENGTH IN THE FIELD X 7' H. CONPTfl_�, =ENT,ANP OR GENERAL ALLOWED W/O WWITTFN AUTHORIZATION t3Y THE DWG, NO.: DIMENSIONS: P-6" H. X 1'-4" P, VI,F, CONTRACTOR WHICH DIFFER FROM THE ARCHITECT,ANY REPRO19L.IG11ON IN PAWr OR CONSTRUCT. PRAWIN65/5PECIFICAT10N5, WHOLE 15 5TRICTLY PROHIBITED PY LAW. A- 1 6F'Nr N01F15 F-LFICTMICA4,- LF-GFN 2 Cry I.ALL WORK PERFORMER SHALL BE IN COMPLIANCE WITH ALL M191p:AL, 5rATE & L NOTE; ALL ELECTRICAL WORK TO BE IN ACCORt2ANCE WITH THE RI,ILES&OCAL " u � BUIL2ING GODS AN2 OR2INANCE5, REGULATIONS OF THE N,Y,B,F,U,ANR A CERTIFICATE FROM THE N.Y:B:F,U, I5 TO BE PRESENTER TO THE OWNER AT THE COMPLIETON Or THE JOB, �� ()" 2.BMOW GOMMFNCEMENr OF WORK, THE; GENERAL• CONTRACTOR SHALL FURNI51-1 OWNER & ARCHITECT WITH COPIES OF ALL REQURER IN%PANCE AN2 WORKER'5 COMPENSATION THE OWNER 51 IAL.L PROVIRF ALL 5l IRFACE MOUN1�C�LIGHT FIXTURES,ALL 1 Z CERTIFICATES INCLUI2ING NAME5 OF ALL SUBCONTRACTORS INVOLVER IN THE CONSTRUCTION, OTHER ELECTRICAL EQUIP: TO BE SUPPLIER BY ELECTRICAL CONTRACTOR, Q \ O S 5,THE CONTRACfOR5 SHALL BE RE5PON51BLE FOR ALL 1:2IMEN51ON5& CONZITION5 ON fm ALL 5W'rCHE5 ANR RECEPTACLES TO BE 'LUTRON', "RECORA" COLOR-1-0,12, N JOB,THE ARCHITECT ST MU BE HE NOTIFIFt2 OF ANY VARIATION5 FROM T 121MFN51ON5 SHOWN, WCEFR 55 120WNLIGHT5 TO B "E LIGHTOLIM'' OR APp EQ WH VIM - ITE. 0 0L � e� z g NOTE; CONTRACTOR SHALL PROVI2E t21MMFR 5WITCHE5 FOR ALL RECF55, Z -' .I,THE CONTRACTOR 51j&L, SUPPLY ALL LABOR ANI2 MATI%1?1& SHOWN ON TIHIF RRAWIN65 2OWNLI6HT•5. VERIFY LOCATION5 OF ALL ELFC, t2FVICF5 WITH CLIENT, O v � UNLE TI- 55 OIERWI5E NOMt7: 5•THE CONTRACTOR S nL. BE M5PON5113LE FOR At2EQUATFLY BRACING & PROTECTING ALL ® Z U WORK 12URING AJ CON5TRUCTION AGN5T RE 12AMAGE, BREAKAGE, COLLAP5F, R N � 2UPLEX ELECTRICAL RECEPTACLE 15110"O & \� MISALIGNMENT ACCORt21NG TO ALL APPLICABLE 5-WT ANZ LOCAL CORE5, Up DOUBLE 2UPLEX ELECTRICAL RECEPTACLE \ Z 6,THE GEN'L.CONTRACTOR 5HAI.-L PAY FOR ALL PERMIT5, FEE5, & C05T5 RELATER TO THE S�C I I A'' 4 I WORK OF THIS CONTRACT',THE GENERAL CONTRACTOR 5NAl.-L INITIATE ALL REQUIRER � Esc RUpLEX SEPPJZA7E CIRCUIT RECEPTACLE INSPECTIONS OF ALL WORK COMPLETER UN2ER THIS CONTRACT'UNLESS OTHERWISE NOTE2, 1 2UPLEX RECEPTACLE/GROUNR FAULT INTERRUPT u �c 7,T ALL HE 5UI3-CONTRACTORS SH AT ALL TIME5 MI P THE PWM15E5 CLEAN AN12 ARE $ WALL SWrCN z N RF5PON51BLE FOR REMOVAL OF ALL RUBBI5R CELATER BY THEIR IN2IVIZUAL TVVr-5 U.O,N. 1 �4$3 5-WAY WALL 5WITCR A-WAY WALL SWITCH tA Wl 8. ANY"EXTRA5" FOR ANY ANZ ALL FIXLR CONC9ITION5/51.05TANTIA-CHANGES SHALL l3E $pg RECESSE2 ROOK ACIIVATE2 SWITCH � I ROCUMENTFR WITH THE G05T E5TIMATF & APPROVER BY OWNER ANR OR HI5 AGENT BEFORE CQ RECE55ER 20WNLIGHT C IOOW) " LIGNT"OLIER" OR APP: EQ< � � _ � CQ STARTING THE AORITIONAL WORK. -(4 EXTERIOR RMCEE2 55 ROWNLIGNT(IOOW) " 1 16HTOUER" OR APP. EQ. `.�.i N � 9, ZOWL,F FLOOR J015T5 ARE TO BE IN5rALLER UN2ER ALL WALL PARTITIONS RUNNING CEILING MOUNTER JUNCTION BOX O\\\\\�\\�' PARALLEL r0 THE FRAMING: PROVIRE 20UBLE HRR, JOISTS AT ALL OPENINGS, REFER TO \� CONSTRUCTION 2WG'S: FOR SIZES• WALL MOUNTER JUNCTION BOX \\ \ *F !�' \\10,ALL FRAMING LUMBER TO I3E ROl IGLAS FIR 2 CONST,GRA2E OR EQ, � WALL MOUNTER RIIAL SPOTLIGHT \ I I:ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXTERIOR SHEATHING, \ �� -�� NEW CEILING MOUNTER JUNCTION BOX FOR SURFACE FAN/LIGHT l\"'1\A 12,THE CONTRACTOR SHALL PROVIRE SHOP RRAWINGS FOR ALL SPECIAL WORK Sl ICN A5 Bl IT (( )i (( }E WITH RUAL SWITCH AT WALL: FIXTU TO l3E SUPPLIER 13Y OWNER, O :� NOT LIMITIi2 TO: MILLWORK 5PRINKLER 5Y5TW5 AWL?5TEEL WORK,ALL SHOP RRAWING5 :',•: .'.'.. :.: �; .. '. r"..: a . ;' .::...:.. NEW CEILING MOUNTI 2 JUNCTION BOX FOR REGESSER EXHAUST �� NEER THE APPROVAL OF THE ARCHI1I;GT PRIOR r0 PROCEERING WITH 11 iE WORK. Rl lAV SWITCH AT WALL. GROAN HEAVY RUTY NIT \ FAN LIGHT WITH :..... U v ::...:. .. .. / \ .. .. ..:. .. .. ,... .� . . w,. .. .f. . .. .. .. .. .. . .. .. OR APP EQUAL \� .. ., " ...:..: ... .,..... ,. -. -. ....... . ... . . % .. .. .. . \��\ '. ...... .... ... . .. . NEW C ETV PT B c 2 TO CENT CONTROL BOX ...:..:::.. :: NEW STRUC I URER GABLE (TO 2 T CENT,CONTROL BOX) . -,'4..' . . ".... ]i sr (`.`;; SMO C KE/ ARGON MONOXI2E RETE r• C OR: TO BF WI MO TO CENTRAL .. ...., :: sn N O I V :..... . .. . . CONTROL, BOX . . .:: :, �':. NEW 2OORBELL T TR E VW CER11F Y T Y Y K R TIiV CONS UCT10N CO2 P R RE 5 B THE NEW OR 5 ATE RE51 EN E RE UI MEN Q , . ,'';.�'."�. OA2 . PER P RPT1VE RESIGN,Al-[- OF THE L . . .. .:..'.E I N CRITERIA IS BONE P RESG I THAT THE O 5 G NO T:.• :. .......:.. .. .. .. .. . ..... , .. ... .._.: . ALL OLYfLETs I E N GARA! AREA TO BE ON A 5:C: TR Y RI T CONS UGT10N TR P GOM Y WI L OF NEW O 5 AT7 C N 5 UCTURAL LANS PL TH AL CAL ULAT10 5& '`, ':,;i P CORE BASER ON CAF& A> 4 '• k• ..I ,�,.,.• �..'•',.. { ;t " . .•. .,.. ." .. .,........ �. ... r. ..,...., .*:: ...,.i. - n. • t , .. r. iiJ ..L :, . ... . j;':%:': ' ' ,. f-� ....'�-..'Z", -�. I.. . . I -� � n ,.. . .::....... ., .. .. . ' „ .. . .,: :.. .. ,. :. l ...: .:. .,. ::, .. .. :.:,: a; .:y:: {I :r•, O "t: `,` O I. :....... k.:.... . ... , :.t.. : , 1 V� ' I . �: .. ,...,..; .. :: , U :. •. .a ,• :..... , Z .' \ •' z 1.:.:. Q j I .Q : .;.. : : 4 r �/ 4 �. t�� `. `\\\ ••- ,t', k n 1 "I NO�v1,6" I C�0S, c�a. NOMr6" c-G. ! �' 2� 5 9 j W sv PIF-p 200M-4 i z • I I - - I9 ) - -- �.. II'-8" XIT-6 , _- . 1 El-:-e �, IIII L z I- - -'~T---- --------� , p / I \ I 1 O' -011 \ I \I I\ I 7 vi 1 � I , l 14'-OI I . •p I/ I\ �� i �F l // /11 JD/F I � O \� I\ 1 .p/F j I p / ' I/ // / i O . �/ \ . \ \ ig i '9.-&� 1 f I / L -\\\ \ I I M� I . 1 �'7 � I \ \\\\` FI `- - , GPI usr3 _ I ------[�m ! I I ! _ _ -3 _�._.__- - - - - - - - - - - 1 u -- ---- / E L I �kVooM-� 18 I •�/j 122 24 1 1 _-' I / 6 131-6" X13'-10" � � O - J.L.-._._._._.-.� -.-. . \Z 28' rG I I i ,�,1 g,,31 / r � �\ -� � ,+-------- I I l I I `11 Y--I 1 I uZ 28 -3 1. �/� `, `� ; o I OWE]T \I / . I I 8 -01, X 9'•-011 ►5 I / \ I1 t- i I \ //� ___ --- / \ i K \_ \ I / I i j 4 1 \ \ I -le v / , W.F. n • 23 O I CMG, / / I) I / \\ //// �/ � 9 -� \ I I, / �/ 11C" \ -.-1 / / I I i / /\ R \ - - - = ` - - - - - - - - \ 11 Jt3/ -_ //// \ a a. 1\ . \ PROV,ALUMINUM(WHITE) CABLE-RAIL 5611 QL RL� 0p �\� 1 ; / ! _ H.130LTER TO ZOUBL 5 PARAP TOR E Q E k I i _ / -- APP: EQUAL, C TYPICAL ALL BECK AREAS,) 1 O' -011 I I I \ / G 17N \)t2N, SCARF 2" X 101I ACQ.F.J. a I/4"/FT, 2,�[ `J, I U�3/ -� I O 1 Q 1 SLOPE W/ 5/"411 ACQ.PLYWOOR, 12. �t _ --- / PROV, EPRM RUBBER ROOFING, b O b O I - _ -__- PROV, 5/�I" X�}" ACQ, SLEEPERS. O O RO NOT NAIL 5LEEPER5 TO EP2M• \ 13�C�pOOM-2 •� I G � �� i I C�cJS, 1 5 > I I V-9")(y,_6�, cLG, U U I Ss T N 1lc" G N �......._ _ -.-._.__._.-.-.- - -.-.-._._ - _ _ _.2��,. _ _ -L_ - - L J J - � � 10' -511 1O1 - 1 ,�I _,711 131 _/ I 2�1 _OIIIL C/ L Cl � � t SF-C 1"AI I 21 ' -OI I , (- ,� 4 � � � z 5�CONP Fl., 00P-,,, P�AN Ig }t'�'-"' O O O O �fj fl fl Uw 4� / _ �_ � 12 A �+� 1 fl , N N N � N - N oc\ - - N N SCALE: pF'Fr'p"Mc� NO�5, pr,M pr,NC� N0�5., p�F�p�Nc� N01�5; pErr-p�NC� N01�5 pEFF-pF'NCF' NO�5; NOTE: 1/ -.11 1 , _O11 INRICATE5 GEARING POINT LOA2 �� I � VWG: NAME: PROV,ALLOWANCE FOR 5 CUSTOM I3UILr-IN WALL UNIr5 TO CLG, r. "c" CLO5FT INTERIOR TO CONSIST OF 5 FIXER 5HELVE5 ON RICK ��."�" PROV. PULL-ROWN ATTIC ACCESS STAIR, "13E55LER" OR APP. EQ. �•"K" PROVIRE NEW CU5TOM STAIR; FLOOR TO FLOOR HT. -10'-O"+/-W.F. TNI5 LOAR MU5T BE TRAN5FMER 4.'- 2-4 VENEER TO BE 5TAINF2 WALNUT OR ADP,PQ: ON ALL EXPO5FR 511E (I/2 CLOSET WIDTH),LEFT SIRE TO CONSIST OF CONT, FI)TI2 �•"G� PROV, POL, CHROMF O•R, FXHAI5T FAN TO BE RUCT t2 OUT512E STAIR RE5CRIPTION; CLEAR WL9 OAK TWAl25- 11" -+-/-, CLR,PINE W/ A2EQUATI% V> RIICAL BRACING. 5FCONP HLOOp SURFACES BOTH INTERIOR/EXTERIOR, INTERIOR TO BE RESIGNER COAT ROR & FIXER 5HELF, UNIT5 TO BF MAZE OF CLEAR PINE AOJ, EXT.WALL.ALLOW 02,800,00 FOR UNIT ANR RUCTING, R15ER5,FORMER OAK RAILING AN2 TURNER OAK 5PINZLE5, RAILING PLAN PFR CLIENT'5 REQUIREMENT W/ INTERIOR LIGHTING: PAIN-I�R W/ 5 COATS OF BEN. MOORS 5EMI-GL055 PAINT:."N" PROVIRE 10'' RIA. EXHIAU5T VENT-(GALVANIZE2 & 5CRMNER) CONTINUE5 ACROSS BALCONY ABOVE, NOS; Tl 5E RRAWINGS ARE INSfRI IMENTS OF SERVICE & CLOSET INTI RIOR TO CONSIST OF CONT, FIXER COAT RO2 & 5H. �, "n" TO EXTERIOR WALL SOFFIT AREA "v' PROV, 10"' PIA,5QUARE FIBMGLA5 5TRUCT,COLUMN,A22 TRIM PER EXTERIOR C�NTT2ACTOR TO NOTIFY THE ARCHITECT ARE THE PROPERTY OF THE A MNITIrCT. UNIT5 TO BE MAZE OF CLEAR PINE PAINTFZ W/ 5 COATS OF BEN. PROV. CUSTOM I/211 THK.TEMPERER FRAMELESS SHOWER 2OOR/6LA55• COLUMNS, PAINT 5 COAT5 BENJAMIN MOORS PAINT.(5 INTERIOR COL.UMN5). OF ANY AN2 ALL REVI51ON5 RUE TO FIFLR NO GRANGES& OR mmricATION5 5{WI.-L 13F MOORS SEMI-GLOSS PAINT, VERIFY LENGTH IN THE FIFLR X 7' H. COUNT,ANR OR GENERAL ALLOMI?W/0 WRITTEN AUTRORIZATION BY THE t2WG, NO.; 21MFN51ON5; I'-6" H.X P--4" R,W.F. CONTRACTOR WHICH ZIFFER FROM TT-IE ARCHITECT.ANY REPRORUCTION IN PART OR CON5RRACT, RRAWING5/5PECIFICATION5, WHOLE 15 STRICTLY PROHIBITI 2 BY LAW: A-2 i 1,ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEgERAL, STATE & LOCAL � yyV BUILDING COPES ANP ORDINANCES. 2.BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL FURNI5H OWNER &ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'5 COMPEN5ATION CERTIFICATES INCLUDING NAMES OF ALL 5LVCON?I2AGT R5 INVOLVED IN Ti CONSTRUCTION, IA Z 3.THE CONTRACTOR5 51 BE M5PON50LE FOR ALL pIMEN510N5& CONPITION5 ON THE JOB,TWE ARCHITECT MUST BE NOTIFIED OF ANY VARIAVON5 FROM 11f PIMEN510N5 SHOWN. z g 4.lit CONTRACTOR 51 5UPPLY ALL LABOR ANP MATERIAL SHOW HE N ON T DR NGS AWI � N l \ z -a (j- v UNLESS OTHERWISE NOTED, U 5,THE CONTRACTOR SHALL BE M51FON50M FOR APMQUATI Li BRACING & PROTECTING ALL U WORK t2LIRIN6 CONSTRUCTION)AGAJN5T DAMAGE, BREAKAGE, COLLAPSE, 12I5TORT10N & MI5ALI6NMENT AGCORDING TO ALL APPLICABLE 5TATE ANP LOCAL GOPE5, � Z 6.Ti-t GEN'L.CONTRACTOR SHALL PAY FOR ALL PERMITS, FEE5, & GO5T5 RELATED TO THE WORK OF TH15 CONTRACT.THE GENERAL CONTRACTOR 511A1..L INI11AT1;ALL WQUIi INSPECTIONS OF ALL WORK COMPLETED UNDER TNI5 CONTRACT UNLESS OTHERWISE NOTED. 7,THE 5U0-CONTRACT0R5 51 AT ALL T1ME5 Ki THE PREMISES GLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY 11-11i INVIVIi Ti U.O.N, r T 8.ANY"EXTRAS" FOR ANY ANP ALL FIIrLq CONPIT10N5/5U35TANTIAL CHANGES 5NPJ-L BE POCUMENTEP WITH THE C05T ESTIMATE &APPROVED BY OWNSR AND OR H15 AGENT BEFORE 5TARTING TIC ADDITIONAL WORK, N 9,DOUBLE FLOOR J015T5 ARE TO BE IN5TALLEP UNDER ALL WALL PAR1111ON5 RUNNING PARAd.LEL TO THE FRAMING,PROVIDE DOUBLE 1 J015T5 AT ALL OPENINGS, REFER TO CON5TRUC1ION DWG'5, FOR SIZES, 10.ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CON5T.GRADE OR EQ. PROV, 3-1 4" X 117/8" 5 MICRO-LAM \\ LVL OVER\M WINDOW/i,ASSEMBLY THIS 11.ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXTERIOR SHEATHING, AREA, EX1"ENP 8" BEYONq ACTUAL OPG, �\\\ PROV. 3-I 3/4" X 11 7 8" GP MICRO-LAM \ � 12.1NI;CONTRACTOR 5NALL PROVIDE SHOP PRAWING5 FOR ALL SPECIAL WORK SUCH A5131UT O LVL OVER WINPOW/POOR A55EMBLY TH15 �\ NOT LIMITED TO, MILLWORK, 5PRINKLER 5Y5TEM5 ANP STEEL WORK,ALL SNOT'DRAWINGS AREA. EXTEND 8" BEYOND ACTUAL OPG. NEED THE APPROVAL OF THE ARGNITI%CT PRIOR TO PROCEEDING WITH THE WORK. PER REQUIMMENT5 BY THI; NEW YORK 5TATE M5IPENTIAL GON5TRUGT10N CODE, WE CERTIIFY 'MAT THE DESIGN CRITERIA 15 PONE PER PRW5CRIPTIVE DESIGN.ALL OF THE i CALCULA110N5& 51VUCTUM PLANS COMPLY WITH ALL OF NEW YOI&STATE C01\15TRUCTION � ; I � � ; � � PROV. 2-1 3/4" X 9 1/2" GP MICRO-LAM GODEBASEPON( A! &PA LVL G.J.TO RIDGE BM,POINT LOADS v V u u (YPICAL TWO LOCATIONS) NV N� I N� NV lVV Nk4 NV (\ / xp xp xp xp xp xp xp \L\ IN Nzt, I N N; N� UNE OF SECOND FLOOR FXTERIOR WALL (� 0 BEAM #1 I v i\L PROV,3-I 3/4" X 11 7/8" GP MICRO-LAM Pi 2-1 ^52/4" X 11 7/8" GP MICRO-LAM Z LVL W/ 2-3/B" 5T1..PL.X 11" N.(CONT.) LVL (CONT.)FLUSH i LOCML?A5 SHOWN, n FLUSH GIRDER(APPROX. 27' 1(V.I,F,) BOLTED TO 4 - 511121, 5TRUCT,STL.COL. l(� ��BETTER HEADER" #54 BM. — — — — — — — — — — — — — — — — — z PROV. 2-1 �/4" X I1 7/8" GP MICRO-i 0 I .� LVL OVER ALL DR✓WINDOW/&TRIM OP65. EXTEND 8" BEYOND ACTUAL 01 0 (TYPICAL ALL 4M5) 3 I r p O O •� F1R5T FLOOR WALL BELOW(TYPICAL) pu x x SECOND FLOOR WALL ABOVE(TYPICAL) x SL o PROV, 3IN -I 3/4" X 117/8" GP MICRO- '_� IN "-1 I r O LAM LVL UNDER PAJ2TITION5& POINT LOAFS. N _- C TYPIGPJ..ALL FLOOR AREASJ �_� x tV u I IN UNE OF ROOF RIDGE REAM I N 1 POINT LOAg5CARRIEPTOFIRSTFL.MI _._ _. _. LO S G IED O FI MIC Q4 —U —U r0 ?t0 xp F�5 0 11111 (milt PI PROV.3-I 3/ ' GP MICRO-LAM X GIRDER RW5TING ON POINT LOAFS BOTH ENDS. 0 p I (v "BETTER HEADER" #00 BM, > > CID v 00 r0 r0 X�D X� � N N 7 7 GARAGF, HF-AMP, a�cc fl " PROV.3-I 5/4" X 14" GP MICRO-LAM l� iPA 00 v LVL C FLUSH AND CONT,BEARING ON Fl?i x p x p x p GIRDER RESTING ON POINT LOAFS BOTH ENDS, O O IN 7Z n d N N N � � SAC."A" - � PROV. CONT, 2" X 10" WRAPPEP GIRDER > > > 'L C TYP.ALL COVERED PORCH AREAS) , 5� CONP FL, 00P-,, PACK FP-,.AMlN6 PLAN w TH15 PRAWING 15 FOR MFMNGE� ONLY u ANn 15 NOf IN1INA�f f0 M 5--A-W. d i n N N N N N N N N 5CALE; G OF �i C,�i " � - " NDTE. OI I (�I�- /liT PWG,4AME, I C� INPICAfe5 BEARING POINT LOAF TH15 LOAF MU5rf 13E TRAN5Mi 4�14�24 W/ A0150 TE VERI1CAL BRACING. 5E�CONP Fl, nF-CK N AMINCG PLAN NOTE c THESE PRAWINGS ARE IN5MUMENT5 OF SERVICE & COI RACTOR TO NOTIFY TWE ARCHITECT AT--1NE PROPERTY OF THE ARCHITECT. OF ANY AND ALL REVI5ION5 DUE TO FIELD NO CHANGES& OR MOVIFICA1I0N5 SHALL BE DWG. NO,: C NT,AND OR GENERAL ALLOWt;n W/0 WRITTEN Al MORIZATION C3Y THE CONTRACTOR WHICH DIFFER FROM THE ARCHITECT.ANY MPROPLICTION IN PART OR CON5TRUGT,PRAWINGS/5PECIFICATIONS. WHOLE 15 5TRICTLY PROHIBITED PY LAW, A-2 . 1 I.ALL WORK PMWORMEP 5HALL t3E IN COMPLIANCE WITH ALL FFPERAL, 5TATt & LOCAL V GULPING COPM5 ANP ORPINANCE5. 2.f3MFOW COMMMNCMMMNT OF WORK,THM GMNWRAL CONTRACTOR 5HAL FURNI5H OWNMR &ARCHITECT WITH COPIE5 OF ALL REQUIREP IN%IRANCM ANP WORKER'5 COMPMN5AT1ON CERTIFICAT1r5 INCLUPING NAMM5 OF ALL 5UPCONTRACTOR5 INVOLWMP IN THM CON5TRUC110N. � - > � 3,THM CONTI2ACTOR5 SHALL PF, RM5PON51Mr; FOR ALL PIMMN51ON5& CONPIT10N5 ON THE JOP.fHlI ARCHITECT MU5T 13E NOTIFIEP OF ANY VARIATION5 FROM THE PIMEN51QN5 5-IOWN, .4.T CONTRACTOR SHALL 5LFPLY ALL LAPOR ANP MATUTAIL SHOWN ON THE PRAWING5 0 � UNLM55 OTWRWI5E NOTEP. U 5,THE CONVACfOR SHALL f3E RW5PON51MEL FOR APEQUATE;LY BRACING & PROMCT1NG ALL WORK PURING GON5 RUCT10N A6AJN5T PAMAGM, PWA061G , COLLAP5E, P15TO"ON& z MI5ALI6NMMNTACCORPIN6 TO ALL APPLICABLE STATE ANP LOCAL CG M5. ` - \ ?Z 75 6.THM GFN'L, CONTRACTOR 5HALL PAY FOR ALL PMRMIT5, FEM5, & G05T5 RMLATEp TO THM c C i 'A RK i i o WO OF THI5 GON112AC-r.THE GMNER& CONTRACTOR 5HALI. INITIATE:AL L MQUIREP zz IN5CT10N5 OF A RK AL WO COMPLETEP UNpMR THI5 CONTRACT UNLE55 OTW W% NOMP. l J PE - `�+ Z N 7.THE: 5L V-CONVA\CTOR5 9-ni-AT ALL TIMM5 KEMP THE MMI5E5 CLEAN ANP AaM RE51PON5IBLE FOR REMOVAL OF ALL R VE3 15H GMATEP BY TWIR INPIVIPLIAL TRADES U.O.N. } M C6 8,ANY"MXTRAS" FOR ANY ANP ALL FIELp GONDI110N5/51051AN11AL CHANGES 51 IA L 13E lll � V pOCUMFNTEP WITH THE C05T E5TIMATF- &APPROVMP BY OWNER ANP OR HI5 AGENT MFORM I N 5TAR11NG THE 11 APP0NAL WORK, .. .. 9. POLMr FLOOR J015f5 ARM TO BE IN5fALLMP UNPMR ALL WALL PARI1TION5 RUNNING I 24 24 �' PARALLEL TO TH5 FRAMING,PROVIpM POU13LE HPR, JOISTS AT ALL OPMNING5. RMFFR TO u v v w �� \ CON5TRLICT10N PWG'5, FOR 5IZE5, - - - - - - NOTE: C.J.ANP FLAT ROOF RAFTMR5 TO I m ro O p °� \\m 10.ALL FRAMING LUMBMR TO BM POUGLA5 FIR #2 CON5T,GRAPM OR MQ. DEAR DOWN ON CONTINUOU5 EXTERIOR x x x x � x x- x x- x x \\ WALL/HMAPMR5 BMLOW. 11.ALL F- MRIOR 5TRAWPING TO[3E AV0VM OR BMNMATH EXTERIOR SHEATHING. CHIMNEY"KRICMr": 7/12 PITCH.LEAP \�� 12.THE GON112ACTOR 5HALL PROVIPM SHOP MWIN65 FOR ALL 5PMGIAL WORK SUCH A5 8UT COATED COPPER FLASHING A5 RMQ'p. I 4�� H �1� \\ q NOT LIMI1EP TO: MILLWORK, SPRINKLER 5Y5fW5 ANP 5fEML WORK,ALL SHOP PRAWING5 AT ROOF & INTO 51PE OF CHIMNEY, Ha�kL' _ NMMP THE APPROVAL OF THE AERGHITICT PRIOR TO PROGMMPING WITH TE-IE WORK. \\\ PROV, WPM RLN313MR ROOFING/FLASH, � PROVIPE CONT, 2 - 1 3/4" X 14" GP- OVER 5LOPEP�/4" ROOF SHEATHING LAM LVL RIPGE t3MAM,(TYPICAL ALL A;EA5) m 1/4"/FT.TOWARP5 RMAR ROOF MPGM. - - -- - - - N PROVIPM CONT. 2 - I �/4" X 14" GP- 2" X 10" R.R. a = 21' X 10" RX a - LAM LVL RIDGM BMAM,(TYPICAL ALL AREAS) 16" O.G.(TYP,ALL) 16" O.C.(Tyr.ALL) FIR5f FLOOR WALL BELOW(TYPICAL) 5TRAPPING CONNECTING RAFTERS TO TOP PM RMQUIWMMNT5 PY THM NEW YORK 5TATM RW5IPENTIAL CON5TRUCT1ON COPE, We- CMRTIFY = = MATF5 TO 5TUP5 TO C3M 51MP50N H2A THAT THE PE516N CRITERIA 15 POW PER WM5CRIP11VE PE51GN,ALL OF 1'W LOAP PROV.2-1 3/4" X 117/8" GP MICRO-LAM (TYPICAL ALL ARMA5) CALCUI-AT10N5& 5VLJCTLRA,PLAN5 COMPLY WITH ALL OF NMW YORK 5TATM CON512UCTON LVL OVMR ALL PR. WENPOW/& TRIM OPG5. _ CODE BAS:P ON C AF&PA) EXTEND 8" BEYONP ACTUAL OP6. PROV, 2-I 3/4" X 117/8" GP MICRO-LAM ( (, (TYPICAL ALL ARMAS) 16" O.C.(TW.ALL) LVL OVER ALL PR./WINDOW/& VIM OPG5, V � U� N % % N - = EXTMNP 8 BEYONP ACTUAL OPG, _ „ _ „ _ „ _ „ (TYPICAL ALL AWA5) l-i _-- XO x 0 xp xp x 0 x0 = _ � �• 5T12APPING CONNECTING RAFTERS TO TOP N (V�y (V N tV N lV lV N PLATE5 TO 5 tV5 TO BE 5IMP50N 112A (TYPICAL ALL AWA5) 2" X lo" R,R, 16" O.C,C TYP,ALL) 16" O.C.C TYP.ALL) __ O Z+1-ffli ]LIL't-Lill I 'J. z J I I I I 2" X 10" R.R. a PROV.3-I 5/4" X 11 7/8" GP MICRO-LAM I I 16" O.C.(T)V.ALL) z LVL UNPER ROOF POINT LOAP. [3TTM,FLUSH W/ APJ, CEILING J015T, 0 oo . o0 00 00 00 _ I - - �� v t PROV.3-I 5/4" X 117/8" GP MICRO-LAM - � \�✓1 LVL OVER W1NPOW/THI5 AREA. EXTENP 8" b u ( I BEYONP ACTUAL OP6. x O JI PROV.3--I �5/4" X 117/8" GP MICRO-LAM I-INIF OF ROOF RIPGE [SEAM- N`� I I II I [3MYONp ACTUAL OPG T THI5 AREA, EXTENP 8" I POINLOA125C/WOIEP TO FIRST FL. ML, I -E III POINT LOApS CARRIED TO FIRST FL. MICRO, I u� FIRST FLOOR WALL BELOW(TYPICAL) PROV. 2-1 3/4" X I 17/8" GP MICRO-LAM I x 0 j LVL OVER ALL PR✓WINDOW & TRIM 01065. EXTENP 8" BEYONP ACTUAL OP6, I -(TYPICAL ALL AREA5) - SECONP FLOOR WALL f3MLOW(TYPICAL) - O O �' N`A v u v lJ OO OO 26 N � > AA AL O O F F [�AM I N 6 F L AN . µ ED ... THI5 n1ZAWIN6 15 FOR rff11rlT5Na ONLY t�'ANb IS N01' IN`I�Nn�t? 1'O 6� SCArn, � � '� C�`r,, 12 � N N N N F N, N W\ N N 5CA X: MOM: Orr i c F, 5L�-T DWG. NAME: I -O INPICATE5 BLARING POINT LOAD 1115 LOAP MU5T t3M VAN5MWP 4.I GI 24 W/ ApMQUATE VERTICAL BRACING. 5F-CONn FL. CL-G. MAMING P[_AN NOTE: THF5F PRAWIN05 AM IN5TMAeNT5 Or 5FRVICF & CC TPAGTOR TO NOTIFY T},ARCHITECT ARF THE PROPERTY OF THE ARCHITECT. OF ANY ANP ALL MV1510N5 PLEE TO FIELP NO CH<WGF5& OR MOPIFICATION5 SHALL t3E DWG, NO.. C NT,ANP OR GMNMRAL A J OWEP W/O WRITTEN AJT•HORIZAV NCI PY THE CONTRACTOR WHICH PIFFMR FROM THE ARCHITECT,ANY RMPROPUCTEON IN PART OR CON5TRUCT, PRAWIN65/5PMCIFICAT10N5. WHOLF 15 STRICTLY PROHI6ITEP PY LAW, A-2 . 2 Gib N�� N01�5 v� I, WO PFMFORMW SHALL PrM IN COMPOANCM WITH ALL FMtXR,&, STATE & LOCAL U ALL RK MIL ANG CORES AN12 ORVINANCF5, F� 2. PffO M COMMMNCFMFNT OF WORK, THE GFWRAL CONTRACTOR SHALL FURNISH OWNER — & ARCHITECT WITH COPIF5 OF ALL R.EQUIMP IN5URANCF ANP WORKW'5 COMFEN5AVON CERT1FICATI:5 INCLLVING NAMF5 OF ALL 5U3CON1RACTUR5 INVOLWp IN THE CON51RUC110N, ?5,1HE CONTRACTOM5 SHALL PF W5PON5113LF FOR ALL PIMF_N51ON5& CONt2l nON5 ON THE JOP THE ARCHITECT MU5T M NOTTV2 OF ANY VMATION5 FROM THE pIMFN5ION5 SHOWN, 4, THE CONTRACTORALL SH 5LIFPLY ALL LADOR ANP MATERIAL SHOWN ON THEE PIZAWINC45 Z g UNLF55 OTHFRWI5F T NO 12, \ 5,TH- CONTRACTOR 5H&I, M RE5PON51NX FOR AI2FQLV\ltLY BRACING & PROTECTING ALL WORK PWING CONSTRUCTION AGAINST PAMAGF, 13WAKAGF,COLLAPSE, P15'rOUON & o z MI5ALI6NMFNT AGCOPPING,TO ALL APPUCAMIr 5TATr,ANP LOCAL COM5, oZ 6,THE GFN'L, CONTRACTOR SHALL FAY FOR ALL FFRMIT5, FFF5, & C05T5 WLATI�p TO THE 5r--C 1 1 Al 1 � ` � 75 WORK OF THI5 CONTRACT,THE GF-WIZ&CONTRACTOM 5HALL INITIATE ALL RFQUIMP 3 IN5PFCTION5 OF ALL WORK COMPLETER UNMR THI5 CONTRACT UNLF55 OTHMRWI5F NOTW- 7,THE 50--CONTRACTOR5 5R&I,AT ALL T1MW5 KWP THE PRFM15F5 CLAN ANI2 A1FI-, z N RF5FON5113LF FOR REMOVAL OF ALL RWPI511 CRFAfW 6Y Tl-IEIR INPIVIPUAL TRAI2F5 U.O.N. 8,ANY"EXTRAS" FOR ANY ANP ALL F1ELP CONI21TION5/5UP5TANT1AL CHANGMS SHALL f3F VOCUMFNTFp WITH THE C05T E511MATE &APFpOVIW PY OWNPP ANP OF HI5 AGENT BEFORE STARTING THE AVV111ONAL WORK, U 9,POUA EE FLOOR J0151'5 ARE TO 13E IN51'ALL I2 UNPW ALL WALL PA1 ,nON5 kUNNING ~� FIAZ&LFL TO THM FRAMING, PROVIM POLVL-F HpR, J015T5 AT ALL OPENINGS, MMFER CONSTRUCTION t2W6'5, FOR 51ZF5. �00 �, 10,ALL FRAMING LW6FR TO 13F 12OU6LA5 FIR #2 CON5T, GRApE OR FQ, \\ 11.ALL FXTMIOR 5TRAPPIN6 TO PF-APOVF OR PFNFATH FXTE00k 5HFATHIN6. 12. THE CONTRACTOR SHALL PROVIM 5HOP PRAWING5 FOR ALL SPECIAL WORK SUCH A5 PUr 00 1 ' I MIN EM SY MS ANP STEEL WORK,ALL SHOP pRAWINGS .. . a ... . ... .I .. .. ... . .. :,.: '::.<...:.,: ., :,:• :•...:.:...........:.. : •..:::..:.-.,...:•.: ::.. .. .:.:..:':: :,•��.,• \ NOT UMITEt2 TO. M LLWORK, 5P KL STTIr F ARGN I CT PRIOR TO PROCEFpING WITH TNF WORK, F VAL OF TN 1� _ . ., ... .r . .., .NFFp 1HF AP RO I � \:r. . .:. .::... r III w , .: .. .. r v .,v .• t O N V F I.lI"3 R ROOFING H, .. � . . •. .� ...,.PMD , WPM R r3F /FLASH,i '� 11-IIN V R P ROOF SHFA O F SLO Fp 4 00 G MAR ROOF FpGF, .w. .. .. ..:. .., .•..,•,.....,.. .....,... .. I 4 FT,TOWARpS F C NSTRLIC110N CO pF Win CFR11F Y TA11; MF51t2FNTEAL O IMF FWTS 13Y 1HF NEW YORK 5 FR MF U M Q I IIII I I I II N• F TH AI2 T I N CRI MIA I p N PFR FRESCRIPT1VF pESG ALL O F LO ........., ,.:... ,. , .. ':`' ` T1-IA TNF 12E5 G TF 5 0 � Y Tl W •..:.,.,. .. Y OMK STATE CON51RUIG O "COMPLY WITH ALL OF NFW T10N5 STRUCTURAL FLANS M L CALCULA & COp i3A51W ON( AF&PA , r r,. i`l i } y: T , , V,. . w I,w TRAP ING CON EGT1NG RAFTERS TO TOP - 1 L T P A11✓5 O 511E125 TO f3F SIMPSON H 2A O O C YP C T I AL ALL AREAS } 7. n ' , e . U ., .,•, .. Z 1� 5�. v . v7. , :� '; ,� _ .I ... _ •�- �I- - Iy- _� ` I IIII I I IIII I I III 11 z TRUF VALLEY MNP CONNECTION AT ALL MICJGE 6FAM5 W/ 51MP50N HAN6MR5 W/ SKEW& 5LOFF ANGLM5 HU, M5C5 GLT, OR APPROVER FQLAE., (TYPICAL ALL LOC.) � 6 0 � a 0 - - - O U _ IIII IIII I II PMOVIt2F 2" X IZ" "FLYING MAFTFMS" MOOF � � - - - - - - - - - - - - - - - - - - - - - - - - - - - RAF1FR5(TYPICAL ALL OVFQ*NG MOOF5), - - - - - - ZZ °x° ° I IIX XII II I it O PROVIM COW, 2 1 3/4 X 14 GF LAM LVL RIpGF PFAM, (TYPICAL ALL AMFAS) N N N N N N N Ov SECONp FLOOR WALL 13FLOW(TYPICAL) �m v I V1 0 ao PROVIpE CONT, I - 1 'S/4" X 14" GP-LAM MICROLAM LVL VALLEY RAFTER.C TYPICAL) _ -III- - II- - II- - II_ X X = V - i ' ' (VN 2" X 10—' I " O.C. 2" X 10" IZ,IZ„016" O.C. Z_ 2L Z I_ / z X to IZR„116 O c. 2 x 1 K„ 0161, O.G. STRAPFING CONNWGT1NG RAPT7;M5 TO TOP 2" X B" C,r, 16 ' O.C. 2'' X 8" C.T. aW, O,C, FLATr_5 TO 5TUV5 TO DF_ 51MP50N H2A 2 O (TYPICAL ALL ARMA5) X 8 C,r, 16 0, 2 X c ,016 O.C. i i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �C N N U\ ,q: \Z P,,00F H?AM H�AMINCA PLAN - THI5 12PAWING 15 FOB 1�ffF NCI; ONI-Y �� k °p,�K ` ANP IS NOT INTrNp�l2 TO M 5CA-F-12, � G n 4 N � N N N N - N trn N N SCALE: INPICAT7;5 BEARING POINT LOAP 12WG, NAMF: 0 I mil I THI5 LOAF MU5T 13M TRAN5FMRMp 4.I q 24 W/ AMQUATF VERTICAL PIZACING, SECONn �L, 1200F MWING PLAN NOTE: T1-IE5E PRAWIN65 AkF_ IN5TRUMMNT5 OF 5FRVICM & ART ACTOM TO NOf IFY THE ARCHITECT AM THE FROFMRTY OF THE ARCHITECT. OF ANY ANV ALL REVISIONS PX TO FEW NO CHANGES&OR MOPIFICAVON5 SHALL CiM CON�NT, AN12 OR GFNFRAL ALLOWEp W/O WRITTMN AUTHORIZATION f3Y TW pWG NO. CONTRACTOR WHICH Pir-MR FROM THM ARCHITECT,ANY REPROpUC110N IN PART OR CONSTRUCT, PRAWIN65/5FFCIFICATION5, WHOLF 15 5TIRICILY FROH1131TE12 13Y LAW, A-2 .?5 v1 � rOr Or RIIZGE (W.F.) �. — . _ . — . — . _ . — 0 � IZ � � z � l8 V.I.F. Z M ® � z � z PROV,GUT 2" X 10" SL1r3-FA5CIA WITH 5/4" X 10" "VER5A1EX" FASCIA OP. ' FILL ALL NAIL HOLE5& APPLY 2 GOATS � a rop OR ATTIC M. - COAT5"MNJAMIN-MOORS" PAINT -- -- - -- - - - - - - - - - OR APP.EQ.(TYP.EXP05ED 51DE5) -- _ _ -- -- - -- -- - - - -- - -- - - - 6" WHITE ALUMINUM GUTTER AND r LEAMR5. U.O.N.(TYPICAL ALL w top Or WINbOW PROV,CONT.3/4" x 6" 11VER5ATEX" SOFFIT W/ 5CMENE2 W VENT _ (TYPICAL ALL AREA5) PROV, 7" POARP & BATTEN 51N6LE VINYL - SIDING l3Y GERTAIN1I;EI2 OR APPROVER \ l i i TYVM, C TYP.ALL AREA5) O 32'-611 W.W/ IVL-X5KIN" VVRAP IN LIEU OF �4v „\ \� PROV. "LIFETIME" "GAP" ASPHALT ROOF \�� \`\ 5HINGLE5(TYP.ALL AREA5)OVER 15 LI3, p \ s \ PELT, U.O,N, (COLOR'f,P.l2,) \, ' 12 PROV. "MATHEI;�MATCH" UNI2ERLAYMENT �� rop OE SEGONa EL. _ —,3 V.I.F. ALONG ENTIRE BOTTOM EDGE OF ROOF \ \\ \ UP 3 •-o (TYPICAL ALL ROOF AREA5) — _ _ _ 1 6 WHITE ALUMIN GUTTE UM R AND— \\\` . .� top or- WINaDW LEAI2ER5.U.O.N.(TYPICAL ALL A5 . I PROV,CONT,3/4" x 6" "VER5ATEX" j I C 50FFIT W/ SCREENED W VENT 1 (TYPICAL ALL AREA5) I 9 PROV.GONT, 2" X 10" VVRAPPED GIRMR • C.H. I (VP.ALL COVERED PORCH A Q2 A5). 2 1 8" SQ. ROUTE157 F113ER6LA5 STRUGTLIRAL V 1 COL, OR APP. EQ• (TYP. 9 LOCATI05). PROV. 5V 4" X 6" #2 CEDAR DECKING OR APP..OYTYPICA OAL L EXTERIOR DECK LOCATION5) , rop or- FIR5r FLOOR I APM.5TtT IF GRADE HT•EXGEEI25 7 3/4". T .y ;.." } •I. •I• i i U � �- z r--n i i z L---J I I I I I I 1 1 N I I I I I I I I I 1 1 -I -I-----------------1 rop o� r�ASEMENr Loop _-J- ------------------------------------------------I -----------------r 7 I 1 I Iz I _I -----------------------------------------_1_L _ . _ . _ . _ . _ . _ . _ . _ . - • _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ • _ . _ . _ . _ . _ . _ . � z TOp Or- RaGE (V.I.F,) / PROV. " ,0-rnME" "GAP" ASPHALT ROOF 5HING1-E5(TT.ALL AREA5)OVER 15 LP. PELT, U.O.N. C 6011O2 / PROV. "VvSATHER�(VATCH" UNI2ERLAYMENT /. ALONG ENTIRE D TOM ERGS Or- ROOF UP 3'-0" (TYPICAL nL. ROOF AREA5) / Top OF ArTIG M. 1 . PROV, 5TANDIN6 SEAM METAL ROOF W/ / - -- - OL D DETEMCAPPINCAIN�INPROV "ftAOTHER- -- - - -- - - -- - - -- - - -- -- - -- - - - -- -- - -- -- - -- -- - - TCH" UN _ R[" NT ON • — • — • — • — • — • — -- ROOF, FRONT PORGH OM-Y.) / Top O� WINa0W 9' G L G PROV. 3/4" Al2VANTI:CH ROOF 5HEATH. / G.N. 3 CAI-XI? & 50REVvEI2 W/ GLUE t20WN HVY, \ Q 5H�ATHING'O�CPV 25 %12" TO EXT. \ t PROV. UMINUM(WHIM) CABLE-RAIL.'W' H. PG4,f D TO DOUf3L 5TUP PARAPET OR APP.EQUAL\.(TYPICAL ALL DECK MrA5,) Q O SN PROV. 5 4",1C 6" #2 CEDAR DECKING OR fl SN APP,DY OWNS R ACQ.5L P RS GLUED TO DECK MLOW WITHOUT 5CREW5. - /' ror' or- 5EGONa FL, (TYPICAL ALL EXTERI I DECK LOCA1ION5) -- - -- -- - -- - - - -- - - - ---- - - - - - ----�-W�/ -- - -- -- - -- -- - -- -- - - -- - - N \ � N rop or- wlNaow I A 4 A 3 9' I > C.NEDq . a �- U c I I rop O FIR5r FLOOR .'^ `' I SN S1 SN r- 1 19 1) `�� ' . _ • _ . _ . _ . _ . — _ . _ . _ . _ � _ . _ . _ . .1 . — • _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ I Q � - I I PROV.CLLTURED 5TONE DE FACA ( l - - - N N `. STYLE-"I2RY5TACK" 13Y GOLORA120 2.4 O 5CALE: StONF ORApI'.ICJ., cOL012'f.f3.b. I 1 11 PROV. CONr.13LLIE%ONE LEDGE I I I I NOM: / 9' S" X I 1/4" (SLOPE AWAY FROM HOU5E) (TYP.ALL AREA5 U.O.N.) i l I I I I I I -$ INDIGATE513EARING POINT LOAD I I l�li li MO. MAW: I I I I I 1 I i TH15 LOAF MUST M TWN5FEwV Ll I 2� r_I_1__________________________________________L I-I I I W/ ADEQL1ATt V> R11GPJ.t3RAGIN6. MONT/ 06K rop o� aAS�MENr�Loop I I --------------- ---1-r---------------------------------------------T�-�, F-��VAVONS 1 -----------------------------_ II I I -I-L -----------------------------------—------------------------ ------ ------ 1_ ------------------------------------------ ---- --_J NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE & / / ------ r -' CON1�2ACTOR TO NOTIFY THE ARCHITECT AM THE PROPERTY OF THE ARCHITt;Ct, I I /r,� _I i /� -) -_---------_ I I ^ ,T � L r VA-rl 0� I OF ANY AND ALL REVISIONS R 61 W: FIELD NO CHANGES&GN2 M0121FIGAHONS SHALL I3E L J ---------------------------�J - - - 1---JF 0I \VI fir/ I \VI OF:ANY AND OR GENERAL NO CRAM W/O WRITTEN AUMOR55HAN C3YTHE aWG, NO,: CONTRACTOR WHICH DIFFER FROM THE ARCHITEGT.ANY REPI?ODLICTION IN PART OR GON5TRLIGT.DRAWIN65/5PECIFICATION5. WI-IOLE 15 STRICTLY PROHIPITN2 PY LAW, WU C�PROV, "LIFETIME" "GAF" ASPHALT ROOF 5HINGLE5(TYP,ALL AREA5)OVER 15 L.P. > @j FELf, U,O•N.(COLOR fl:U9.) � N PROV. "WEATHERWAtCH" UNMRLAYMEN'r o Z ALONG ENTIRE f30T''I'OM EbGE OF ROOF L1'3'-0" (TYPICAL ALL 1200E AREA5) O PROV, CUT'2" X 10" 5LV-FA5CIA WITH _ Z 5/4" X 10" "VFR5ATEX" FA5CIA Can, TOt' OF ATTIC I'L, GOA 51"MNJAMIN MOOM" ANT ��-----111 OR API',EQKTYP•EXPO5EI2 5IM5) - - -- - - - - - - - -- - - -- -- - -- -- - _ s 6" WHITE ALUMINUM GUMIZANn -- - -- - - - - - - - -- - - -- -- - -- -- - - °� - 1,,EA17FR5, U.O.N,C TYPICAL ALL AREAS N t TOI' OF WINPOW — — _ PROV•CONf.3/4" x 6" "VFR5ATEX" 1"�I U 50FFIt W 5CREENEn I" VENT pROV, 3/4" X 8" 11VER5AT1rX" TRIM OV, (TYPICAL ALL A T-,A5) K K W/ 3" "VER5ATEX" CROWN TRIM(TYP. U ALL AREA5 U.O.N.) N PROV. 7" I30ARP & PATTFN 51NGLE VINYL ` 32',611 51PIN6 13Y "CERtAINTEEP" OR APPROVN2 EQ.W/ ' l3LIX5KIN LIE WRAP IN U OF .�\ TYVFK, (T r.ALL AREA5) \`\ --------------------------------- PROV.3/4" X 6�' "VERSATEX" CORNRR �\� � 130ARP W/ 3/4 X 41, WINNOW TRIM � \� 5LRROUNn, (T)PICA,ALL ARM5) w� rot' OF 5F-CON12 FL, mom 0>91, — — — — — — - -- -- - -- -- - - -- - - -- IN ror' OF WINPOW A 9'C.H. 2�1 _ 8" 5Q• IZOUTM19 F113ER6LA5 5TRLIC'CURAL _ COI., OR APP. FQ, (TYP, 9 LOCAnON5), ('\ �I ,q TOP or FIR511'FLOOR 1. . h... to_• ' • y y '. is .v. tilt I / rL-1� I I I I Z z L- L F VA-'I O N I I I I I I - 1I I I I I � 1 L----------------1 i. TOP Or- PA5V-MENT FLOOR I-------------------J (� -------------------------------------------- I 1L1 1L! — ----------------------------------------------------- �11 il-LT ----------------------------------------------------------------------------------------------- L L--- I ------------------------------------------------------------------------1----J y� rop - - - - - - OF RI126r� (v.I.F.) / PROV• "LI ETIME" "GAP" A5PNAL•f ROOF / SHINGLES C T�' ALL AJZEA5)OVER 15 LC3• ` (\ FELT, U.O.N. C GOLOR / I'ROV. "WRATFflZNAfCH" UNPERLAYMF-Nt ALONG ENTIRE POffOM EnGE OP ROOF UP 3 -0" (TYPEkA kL ROOF AREA5) roP or- Arrlc FL, TOI' OF WINPOW / ' LIN OF PYPAM12 L \/ G rROV• 3/4" X 8" "VM5ATPX" 'GRIM Can, \ /' W/ 3" "VER5ATW' CROWN TRIM(•GYP. \ C,N, AL,AMA5 U,O,N.) 111 / PROV.7" (30AZP & PA-rZN 51N6LE VINYL 8 .GJ - �- EQ51PI W/ "PL-UE5KIN'" VvrAP IN�U OF \ / I - TYVEK, (TM, ALL AREA5) \ PROV,3/4" X 6" "VER5ATEX" CORNERv- POAJ2n W 3/4" X 4" WINNOW TRIM \ 3 .I.F. 5URROUNP,(TYPICAL ALL AP. A5) \ rol' Or S�GON12 �L, S � _ ��-•' �'ti �--'� y- 6" WHITR ALUMINUM 6U11TR ANP N N — .� . — . — . — . — _ .,� - _� L AJ7 R5, U.O•N. CTYPIGAL ALL AS - • � � � 10ROV,CONE,3/4" x 6" I VER5ATEX" 50FFIf W 5CRMENEn I" VENT n _ - n 2 n ('CYPICAL ALL AR�A5) C.H. >- - -- - 8 50, ROUMP F113ER61.-A5 5TRUCTLk'.AL COI-. OR APP, EQ, (TYP. 9 LOCATIONS) , PRov, 5, 4" X 6" #2 CF-VAR t7ECKIN6 OR \fit ptti1 01,g tY/ �z SS, . APP.DY ER, TYPICAL rOp oF FIRSr FLOOR = ALL EXTERIOR nPCK LOCA110N5)APPI.-STEP IF GRAM Hf, EXGEEI�5 7 3/4". 4 ]:4f: O O O O - - - - - - - - - - - - - - - - - - - 24 I -o I I I I I I I I I I I I I I I I I I----- - _ _J - I I I I I I I I I I I I I I 1 1 I I 2�5 .�-j I I 5 N N - r-1-L 7----------- TJ_L 1 �L�� L�� L 1, �L.1� I I �j 9' --------- J ---------------- ' ' ----------! I L-_J I I NOTE: Orr ICE I/ 411 I -011 -- - I ITI I15 LOAP MU5T FpTRAN5MW PWG. NAMF-: I W/ AMOUATV VF"CAL BRACING• I �� 1'O' OF IM5F-Mr-N1'FLOOR [�Lr-WA'nON5 ____ -I_L i------------------------------I ---------------------------------------rJ_L, NOTE: THF5F MAWIN65AM IN51RUMFNT5OF 5F,"a & CON PZACfOR'rO NOTIFY THE ARCHITECT AT,THE PROI` RM OF THE ARCHITFC'r, _ _ _ _�- I I_ L___J OFANYANPALLRFV1510N517LIETOFIELI2 NOCHANGF5& ORMOt2IFICAnON55HAIA.PF ____________________ ---- - - ------------------------------- _________ GONPMOIT5.-M�Nf,ANn OR GENERAL ALLOWCn W/O WRITTEN ALIINORIZA110N t3Y TIC CONTRACfOR WHICH PIFFER FROM THE ARCHnCf.ANY ITPIZO LIC'nON IN PARE OR DING, NO,: CON5TRUCf• MWIN65/5PECIFICAT10N5• WHOLE 15 51VICTLY PROHIf31T--n 13Y LAW. A-� , l