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Home My WebLink About43938-Z �S1�jFFOt,� �o�p cpGy� Town of Southold 8/6/2020 P.O.Box 1179 o ! 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41322 Date: 8/6/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1700 Cedar Dr., Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2019 pursuant to which Building Permit No. 43938 dated 7/9/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, deck, screened porch with roof deck and outdoor shower as applied for. The certificate is issued to Scott&Patricia Paskewitz of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0018 7/31/2020 ELECTRICAL CERTIFICATE NO. 20-66466 8/3/2020 PLUMBERS CERTIFICATION DATED 7/10/2020 [Nana 'tan Plumbing Inc h riz Signature o�SUFFo��co TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43938 Date: 7/9/2019 Permission is hereby granted to: Behrmann, Robert 159-02 28th Ave Flushing, NY 11358 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1700 Cedar Dr., Southold SCTM #473889 Sec/Block/Lot# 78.-8-17.1 Pursuant to application dated 6/17/2019 and approved by the Building Inspector. To expire on 1/7/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,670.80 W DWELLING $50.00 Total: $1,720.80 Bu' ding Inspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 6/6/2019 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1700 Cedar Drive Southold House No. Street Hamlet Owner or Owners of Property: Scott& Patricia Paskewitz Suffolk County Tax Map No 1000, Section 78 Block 8 Lot 17.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: McCarthy Management, Inc. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ &PVk, _ Appli t Signkwe II Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) L Scott& Patricia Paskewitz residing at 29 Brixton Rd. (Print property owner's name 7i f%Ju)lof (Mailing Adm) Garden City,NY 11530 McCarthy Management, Inc. do hereby authorize 9 (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signa - - (O erS gnature) (Date) Scott Paskewiiz (Print Owner's Name) Patricia Paskewitz (Print Owner's Name Authentisign ID:13646B06.462E-4DCB-BA92-6EA20937E532 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Scott,Paskewifz = residing at 1700 Cedar Drive, Southold =(Printproperty owner's name) (Mailing Address) do hereby authorize McCarthy Management,Inc. - - (Agent) - --= -_ to apply on my behalf to the . Southold Building Department. Authenfis*w "wi__- _ 06/19/2020 6/19/202011.34:63 AM EDT - (Owner's Signature) (Date) Scott Paskewitz (Print Owner's Name) i Building Department Anulicw on AUTHORIZATION. Gere the=Applicant is not the ;Robert&Marilyn`BatrmanrV== = _ 'residing at 159-02 28tH Av_enue;:Flustiing;.NY-11358:=ti (Pr'infpiopecty owner''-name)" _ - (1Vlaiing:Address) _ m Irv, _ - -- do liereby"authorize : ==McCarthy.-Management, to--appyo� 1. on o�m -lialft -the, - ' . _. - -- Southold Building Depa_rtnient:_ _ _ , ( wpow's'Signature] (Owner's Signa Rolert:6'etirmari�+;_ _ (Print:Owne _s-Name _, . 'Marilyn Bi9if in - _ (Print Owner's I Authentisign ID:36F053EF-DODE-4CC9.6F4E.ODCC90C64D2C CONSENT TO INSPECTION Scott&Patricia Paskewitz the undersigned,do es hereby state: Owner(s)Names) _That the undersigned(is) (are)the owner(s) of the premises in the Town of _ Southold, located at 1700 Cedar Drive, Southold, NY 11971 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 78 ,Block 8 ,Lot 17.1 That the undersigned(has) (have)filed, or cause to be filed, an application in the -Southold Town Building Inspector's Office for the following: To construct a finished basement That-the--undersigned_do(es)hereby give consent to the Building Inspectors of the To enter upon the above described property, including any and all _ - _—_ - - - -buildings--located-thereonrto conduct such inspections as they may deem necessary with _- -- respect td-the- fofesaid_application, including inspections to determine that said premises ,o ,;Rh=ml-of-the--law"s;ordinances,-rules and regulations of the Town of Southold. _ - The_undersigned,=-in'tonsenting to such inspections, do(es)so with the knowledge _=--=and=understanding that-any-information obtained in the conduct of such inspections may -be used in-subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. 06/19/2020 Dated: (Signature) Scott Paskewitz AAe� (Print Name) Paxn cia P"kewuj, 6/19/2020 11.3T dIsy tUre) Patricia Paskewitz (Print Name) Certificate of,Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 - P: (631) 598-5610 . .................._......................._..._._......_......_........._........._................._......_.._.-.._.................-..-.-..................._.... CERTIFIES THAT Upon the application of Upon premises owned by McCarthy Management Paskewitz Residence 46520 Route 48 1700 Cedar Avenue Southold, NY 11971 Southold, NY 11971 Located at: 1700 Cedar Avenue, Southold, NY 11971 Application Number#: 20-66466 Certificate#: 20-66466 Electrical License#: Section: 78 Block: 8 Lot: 17.1 Building Permit#: 43938 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical.devices and wiring, described below, located in/on the premises at: New House w/Service Equipment/Air Conditioning Equipment( 1 Unit) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,•was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 3rd day of August 2020 Name CITY Switch - 15 Amp, 120V 42 AC Blower- 15 Amp, 220V 1 GFI Receptacle- 15 Amp, 120 V 7 ARC-Fault- 15 Amp, 120V - 7 GFI Circuit Breaker-20 Amp, 120V 1 AC Condenser-30 Amp, 220V 1 Exhaust Fan - 15 Amp, 120V 4 Dryer Circuit-30 Amp, 220V - 1 Electrical Inspector:Anthony Giordano Vduumnn,,,,, APPROVED 1 D 1. _ AUG - 7 2020 This certificate is not valid unless raised seal is present. -BUILpING Lm Certificate of Compliance ............................................................................. . ....... . CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........_.........-.......-.-...........-......-.._......................................................................................... ........ .. CERTIFIES THAT Upon the application of Upon premises owned by McCarthy Management Paskewitz Residence 46520 Route 48 1700 Cedar Avenue Southold, NY 11971 Southold, NY 11971 Located at: 1700 Cedar Avenue, Southold, NY 11971 Application Number#: 20-66466 Certificate#: 20-66466 Electrical License#: Section: 78 Block: 8 Lot: 17.1 Building Permit#: 43938 Name QTY ARC-Fault-20 Amp, 120V 2 Combo Smoke&Carbon Detector- 15 Amp, 120V 4 Dimmer- 15 Amp, 120V 11 Duplex Receptacle- 15 Amp, 120V 55 Incand. Fixture- 15 Amp, 120V 63 Smoke Detector- 15 Amp, 120V 3 Electrical Inspector: Anthony Giordano :APPROVED;o` This certificate is not valid unless raised seal is present. ® � -UVF= D AUG - 7 2020 T€-, " , 17HOLD Sib Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 "BUELDING F7 �� '� I I L9DEPARTMENTTOWN OF SOUTHOLD A U G 5 2020 BUIMING DEPT. "A'F 01'IT-4 C E R T I F TC A T-I 0-N Date: 7/10/2-020 Building Permit No. 43938 Owner: Paskewitz (Niase print) Plumber.- Samaritan Plumbing, Inc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature)- Sworn to before me this 10th day of /July 2020 No THoA#AS J.MCCARTHy s,Wublic,SW9 of IV iffnjL. com1r;Wolk county.No 606tv yodc I—IonEvrZN0 - 04790 VOM*23,Yg-- v Notary Public, -Suffolk - County Olaf so y� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INS E /]l� OUNDATION 1ST I'�� ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 10 �.. ' AtM f444 VIADATE I lit INSPECTOR LnA� 3 3 �oF soy TOWN OF SOUTHOLD BUILDING DEPT. co ��' 765-1802 .-- NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY ' [° ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Wl t<7 D DATE 3 �� INSPECTOR Vin F W faF S0Ulyo6 # # TOWN OF SOUTHOLD- BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] SULATIION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE IIC/O,�� REMARKS: k DATE INSPECTOR L l� Load Short Form I Job. 1700 Cedar Drive Date: 643-2019 Entire House - AUG - 5 2020 By, Anthony Amodio,PE PE Load Calcs, LLC 225 Franklin Court winter Haven,F1.33881 Phone:901257.5910 Email:anlhonyamadio@pelodcal mtlV@tY'Wkh3{ ToPdoaa�.cgtg ��OF NE y • _l. �Q. ONS( R. q 0,9 CO Pr oject For: O Digitally signed t"" C[ 1700 Cedar Drive,Southold,W 11971 by Anthony R M I w � t� Amadio 4 Z Date:2019.06.13 to 17:50:16-04'00' ;P1 X98289 �� Design InformationASS%ONP� Htg Cig Infiltration Outside db(°F)- 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)42 Design TD(°F) 62 9 Pressure/AVF 50 Pa/1016 cfm Daily range - L Inside humidity{%) 30 50 Moisture difference(grAb) 26 34 --HEATING-EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Propane Furnace Trade Low Speed Model EL296UH045XV3613--* Cond XC16S024-23W* AHRI ref 4988231 Coil CHX35=36B.**+EL296UH045XV36B*+TDR AHRI ref 202194770 Efficiency 96AFUE Efficiency 13.0 EER,16 SEER Heating input 44000 Btuh Sensible cooling 16800 Btuh Heating output 42000 Btuh Latentcooling 7200 Btuh Temperature rise 41 OF Total cooling 24000 Btuh Actual airflow 925.cfm Actual airflow 815 cirri Airflowfactor 0.026 cfm/Btuh Airflowfactor 0.042 cfmA3tuh Static pressure 0.80 in H2O Static pressure 1.00 in H2O Space thermostat _ Load sensible heat ratio 0.83 ROOM NAME Area - = Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (Cfm) (Cfm) Znl-Downstairs- 1320 21443 12520 556 525 Zn2-Upstairs 1055 14211 8881 369 372 Entire House 2375 35654 19295 925 815 Other equip loads 2038 309 Equip.@ 0.89 RSM 17526 Latentcooling - 4106 TOTALS 2375 37692 21633 925 815 861d1dallc values have been manuaW overrlddan Calculations approved byACCA to meet all requirements of Manual J 8th Ed. WI-igr71f50fi`C, 2019-Jun-1317:44.00 F t-suite@ Universal 2019 19.0.08•una•ro.�d-u,n..A,v�.., 9 Page 1 ACC& ..oTesldopU700Cedar Dr11700Cedar Or-JSDrup C61c=W8 FrontDoorfacea W I. Right-M Worksheet Job: 1700 Cedar Drive Entire House Data: 6-13 2019 ��U By: AnttlonyAmadio,PE PE Load Calcs, LLC 225 Franklin Court,Winter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadio@peloadcalra com Web:wwwpeloadcais com 1 Room name Entire House Zni-Dowrrslairs 2 Evosed wall 297.0 It 1621) R 3 Room height 86 R 90 R 4 Roamdimensions 6 Room area 23750 IF 1320.0 ft? Ty Construction 1.1-value Or HTM Area Load i (fF) Load number (OtuhAl:-°F) Pump) or perimeter (R) (B h) or perimeter (R) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12D-0sw 0.086 n 533 1.84 560 513 2738 944 366 320 1707 588 2glaang,drlow-e 0.320 n 19.84 7S6 -- -=29 - 0 575 219 22 0 436 166 L-D 11 0 0.350 n 21.70 8.17 18 18 388 146 18 18 388 146 W f6B-15ad 0.061 n 3.78 286 64 64 241 182 0 0 0 0 11 W 12D-Osw 0.086 a 5.33 1.84 629 452 2412 831 369 272 1448 499 2 glazing,drlow-e 0.320 a 19.84 2938 39 0 776 1149 20 0 388 574 2gla2ing,drlow-e 0.320 a 19.84 26.44 96 0 1909 2543 36 0 722 962 2 glazing,dr low-e 0320 a 19.84 6.72 41 83 821 278 41 83 821 278 W 16B-15ad 0.061 a 3.78 2.86 16 16 61 46 0 0 0 0 U)/ - 12D-Osw 0.086 s 5.33 1184 560 496 2645 912 360 315 1680 579 lam; 2glazing,driow-e --0320 s 19.84 1328 • 64 0 1270 850 45 0 893 598 W 16B-15ad 0.061 s 3.78 2.86 64 64 242 183 0 0 0 0 12D-0sw 0.086 wr 5.33 1.84 '-"' 577 411 2189 755 369 260 1387 478 2 glazing,dr low-e 0.320 w 19.84 7.56 •- 6 12 116 44 6 12 116 44 2 glazing,dr low=a 0.320 'w- _19.84 26.44 110 0 2174 2898 52 0 1032 1375 2 glazing,dr low-e 6.320 w 19.84 1456 30 38 595 437 30 38 595 437 11N0--I __ °0.350 W 21.70 4.43 _ 21 21 456 93 21 21 456 93 W 16&15ad 0.061 w 3.78 286 68 68 257 1 . 94 0 0 10 0 C=. 1613.38ad _7-01)26 1.61 122 :_ 1328 1328 2140 1617 -273 273 439 332 F 19A-SObswp 0.034 1.77 027 1301 1301 2302 349 1301 1301 2302 349 F- 20P-30w 0.035 - 2.17 024 19 19 41 4 19 19 41 4 F 20P-30w 0.035 - 2.17 024 8 6 16 2 0 0 0 0 II f 6 c)AF-D excursion 0 1775 En%elope loss/gain 24362 14676 14851 9279 12 a) Infiltration 7379 503 4239 289 b) Room ventilation 0 0 0 0 13 Internal gains; Occupants@ 230 4 920 0 0 Applianoedother 2500 2600 Subtotal(lines6 to 13) 31741 18598 19090 12067 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31741 16598 19090 12067 151 Dudloads 120/0 4% 3913 697 120/0 40/6 2353 452 Total room load 35654 19295 21443 12520 Air required(rim) 925 815 556 525 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rl'�' wwig►t.YsviFY^ •�^� -�•- . Right Sufte®Universa1201919.0,OBR2019-Jun-1317:44:00 5U1821B Pagel oOesldop11700CedarDr11700CedarOr-JSD.rupCalc=MJ8 Front Doorfews:W i Right-J®Worksheet Job: 1700 Cedar Drive Entire House Date: 643-2019 ; 13y. Anthony Amadlo,Pa PE Load Calm, LLC 225 Franklin Court Winter Haven,FL 33881 Phone:901257.5910 Email:anlhonysmadio@petoadralcs.wmWeb:v wtpeloadealsmm 1 Room name Zn2-Upstairs 2 Exposed wall 135.0 8 3 Room height 8.0 it 4 Room dimensions 5 Room area 1055.0 to Ty Construction U-value Or HTM Area number (Btuhfl6-°F) (Btuhfi?) or perimeter eer U 8 ( ) orB h Load i Load perimeter Heat Cool Gross N/PlS Heat Cool Gross NIPS Heal Cool 6 12D-0sw -0.086 n 5.33 1.84 Z00 193 1031 355 I-G 2 glazing,drlcw-e 0.320 in 19.84 7196 7 0 139 53 -0 11NO 0.350 n 21.70 8.17 0 0 0 0 W 16&15ad 0A61 n 3.78 2.86 64 64 241 182 11 VL, 12D-0sw 0.086 a 5.33 1.84 260 181 963 332 2 glazing,dr low-e 0.320 a 19.84 2938 20 0 388 574 2glazing,drlow-e 0.320 a 19.84 26.44 60 0 1186 1581 2gla;dng,drlow-e 0.320 a 19.84 6.72 0 0 0 0 W 16B-15ad 0.061 a 3.78 286 16 16 61 46 1� 12D-0sw 0.086 s 5.33 1.84 200 181 965 333 L- G 2glaang,driow-e 0.320 s 19.84 1328 19 0 377 252 W 1613-15ad 0.061 s 3.78 2.86 64 64 242 183 12D-0sw = _ 0.086 w 5.33 1.84 208 150 802 276 2glaang,drlow-e 0.320 w 19.84 7196 0 0 0 0 291aang,drlowa 0.320 w 19.84 26.44 58 0 1143 1523 2g1 'ng,dr Iowa 0.320 w 19.84 14.56 0 0 0 0 1170 0.350 w 21.70 4.43 0 0 0 0 W 16&15ad 0.061 w 3.78 286 68 68 257 194 C-- 16B-38ad -_ 0.026 - 1.61 122 1055 1055 1701 1285 F 19A-30bswD 0.034 - 1.77 027 0 0 0 0 F 2011-30w 0.035 - 2.17 024 0 0 0 0 F 20P-30w 0.035 - 2.17 024 8 8 16 2 i i I� i 6 o)AEDexnusion 255 Envelope lossIgain 9511 7426 12 a) Infiltration 3140 214 b) Room ventilation 0 0 13 Intemalgains: Occupants@ 230 4 920 Applianceslother 0 Subtotal(lines 6to 13) 12651 8560 Less e)demal load 0 0 Lesslransfer 0 0 Redishibution 0 0 14 Subtotal 12651 8560 15 Dudloads 120/0 4% 1559 321 Total room load 14211 8881 Air required(dm) 369 372 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -� wright�soft^ 2019-Jun-1317:44:00 ARight-Suite®Universal 2019 19.0.08 NSU18218 Page 2 .-otDesklop117o0Cedar DA1700Cedar Or-JSDrup Calc=W8 FrontOoorfacev W ,y4Ytl1U11Y�,, Manual'S Compliance Report Job: 1700 Cedar Drive d Date: 643-2019 DPLOAO UMS Entire House %r AnthonyAtnadio,PE .�' PE Load Calcs, LLC r,11�o 225FranWinCourt WiinterHaven,FL33881Phone:901.257.5910 Email:anlhonyamadioQpetoadralscam Web:wwwpeloadcalcs.00m Project Information For: 1700 Cedar Drive,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.4°F Sensible gain: 19604 Btuh Entering coil DB: 75.8°F Outdoor design WB: 72.1 OF Latent gain: 4106 Btuh Entering coil WB: 63.5°F _Indoor design DB: 75.0°F Total gain: 23711 Btuh Indoor RH: 50% Estimated airflow: 815 darn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: XC16S024-230A**+CHX35-36B-**-*+EL296UH045XV36B*+TDR Actual airflow: 815 clim Sensible capacity: 19000 Btuh 97%of load Latent capacity: 5000 Btuh 122%of load -Total capacity: 24000 Btuh 101%ofload SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 37692 Btuh Entering coil DB: 65.5*F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: EL296UH045XV36B= Actual airflow: 925 cim Output capacity: 42000 Btuh 111%ofload Temp.rise: 50 OF Meets all requirements ofACCA Manual S. wrightsoft' 2019-Jun-1317:44:01 Iaght-SuitaUniversal 201919.0.08RSU18218 Pagel ACCP%_oUesktop\1700Cedar DA1700Cedar Dr-JSDrup Calc=MlB FrontDoorfaoes W f Duct System Summary Job: 1700 Cedar Drive Date: 643-2019 pe(pN,Cgr,�q Entire House By: AnthonyAmadio,PE PE Load Cales, LLC 225 Franklin Court,Winter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadioQc peloadcalcs ooln Web:wmvpeloadcalrs corn Project I • • For: 1700 Cedar Drive,Southold,NY 11971 ' Heating Cooling External static pressure 0.80 in H2O 1.00 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.49 in H2O 0.69 in H2O Supply/return available pressure 0.297/0.193 in H2O 0.418/0.272 in H2O Lowest friction rate 0.055 in/10011 0.078 in/10011 Actual airflow 925 cfm 815 Ch Total effective length(TEL) 885 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (ch) (cf-n) - FR (in) (in) Mall Ln(ft) Ln(11) Trunk Bath 1 h 1253 39 27 0.064 4.0 Ox 0 VIFx 90.4 370.0 -st2A Bath h 798 25 20 0.055 50 Oxo VIFx 91.0 445.0 st1A Bed h 1407 44 43 _ .0.060 ZO Ox VIFx 106.5 390.0 st1A Bed 2-A h 1407 44 43 0.055 7.0 Oxo VIFx 101.0 435.0 st1A Bed h 1813 56 53 0.056 7.0 Oxo VIFx 98.0 430.0 st1A Bed 3-A h 1813 56 53 0.056 7.0 Ox 0 VIFx 93.0 440.0 st1A Den C 2128 66 79 0.063 7.0 Ox 0 VIFX 94.0 380.0 st2A Den-A C 2128 66 79 -0.064 7.0 Ox 0 VIFX 102.0 360.0 st2A Kitchen h 2218 69 60 0.060 5.0 Ox 0 VIFX 121.5 370.0 st2A latd,en-A h 2218 69 60 0.065 4.0 Ox 0 VIFX 83.0 375.0 st2A iatchen-B h 2218 69 60 _ 0.072 7.0 Ox 0 VIFX 66.5 345.0 st2 Kltrhen-C h 2218 69 60 0.071 7.0 Ox 0 VIFX 58.1 360.0 st2 IGtchen-D h 2218 69 60 -- 0.073 4.0 Ox 0 VIFX 75.0 330.0 st2 U%ing-A c 1879 58 65 - _ 0.071 7.0 Ox 0 VIFx 75.5 340.0 st2 Living-B C 1879 58 65 ' 0.071 7.0 Ox 0 VIFX 64.1 355.0 st2 M Bath h 1228 38 25 0.062 5.0 Ox 0 VIFX 60.0 420.0 stl Master C 1363 56 69 0.085 7.0 Ox 0 VIFX 84.0 410.0 stl Master-A c 1363 56 69 0.085 7.0 0X0 VIFx 77.0 415:0 stl Pwdr h 1087 34 14 - 0.063 4.0 Ox 0 VIFx 119.0 350.0 st2A WC c 2123 66 72 0.061 7.0 Ox 0 VIFx 84.5 400.0 stl i Bold/dalic values hale been manuallyover idden E wtrighYsieft „ 2019-Jun-1317A4:01 PoghtSuiteOUnivaisa1201919.008RSU18218 Pagel ACCK ...oVesktop11700Cedar DA1700Cedar Dr-JSDnip Calc=MJ8 FrontDoorfaces•W i Supply Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (dim) (dm) Rk (fpm) (in) (in) Material Trunk st2 PeakAVF 668 629 0.060 601 13.4 10 x 16 ShtMetl st1A PeakAVF 225 212 0.055 325 9.1 10 x 10 ShtMetl st1 st2A PeakAVF 343 319 0.060 495 10.4 10 x 10 ShtMet] st2 st1 PeakAVF 442 447 0.055 402 12.0 10 x 16 ShtMetl DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb1 Ox 0 1110 1076 348.5 0.055 727 15.6 10x 22 ShMt f I tE I} I i 1 s } 1 i i f 3 5, 1 I r f f r a 1 i( rl t Soldrdafrc values have been manuaWoverddden r t 4�-wrightsoft" 2019•Jun-1317,44.61 Rghl-Suite®Universal 201919.0.08RSU18218 Paget ovesldop11700Cedar DA1700Cedar Dr-JSDrup Calc-W8 Front Door faces.W i I l N 1st Floor 2x10TK 4�� . 20cfm 4x•8 ;4x8 `45 cfm " '65" frri.,_ :> 7„ h 65_cfrrr T y, Kitchen 20 dm_ cx 10 X 10 ;�®16>x 1 Q. =; L30x20RA. 22x10 z. k Zone2 77 575�->- 10 0 < .16x 10; 66 66m, _ Devi 30x 6 ;,- Living' 4x10 . 4x10='f { 85 dm' Important Notes: 85cfm , ? -3 i 1. All Interior Doors shall have at least a 1-inch undercut clearance between the bottom of the ' door and fthe inished floor. 2. When only one zone-calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. ACCK. Meets all requirements of ACCA Manual D. Job#:1700 Cedar Drive PE Load Calcs, LLC Scale:1 :71 Perfomned by AnthonyAmadio,PE for. Pagel 1700 Cedar Drive 225 Franklin Court R * dasa�9 Southold,W 11971 Winter Haven, 5910 2019,1ur13lVt.19 S Phone:501,25757.5914 -Cecl�rOrt1700cedartlr-JSDnp �.pek)adcabs.com anthonuamadb@pebadcabs.com { 1 t r N ' ^ ,y 2nd Floor 7"'f 4x`8 7" 4 x 8 30 cfm, s'5,"- 4x 10. 7-" 4•x 10 I 60 ch 60 cfm - , 85 cfiit t .85 cfm s , > 5 Bath 2 , Bed-2 s 10x 10 5 Master, , >` f r' 36x12 -10x10`: .. ® ®`= 3 < 5, ®' Q9 � 4x8 _ - 30dM z M,Bath - 16" I -Bed 3 _ 24 x 12 „ 4x8 3. Z" 60 cfrn 7" 60;cfim 85 cfr0ri z 7,; WIC ° Important Notes: 1. All Interior Doors shall have at least a 1-inch undercut clearance between the bottom of the door and fthe inished floor. 2. When only one zone calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. ,aCQk Meets all requirements of ACCA Manual D. Job#:1700 Cedar Drive Scale:1 :71 PerfomiedbyAnthonyAmadlo,PEfor. PE Load Calcs, LLC PDX2 225 FrankEn Court R 1700 Cedar Drive 1 Sutszts�9 Southold,W 11971 Phone: Haven,57.e,901.257.5910 33881 2}19J M317A4..19 Phon .�CedarDr11700CedarDr-JSDnp mmmpeloadcal;s.com anthonyarriad6@Oeloadcalos.com i I OLD PRO FRAMING, INC. 6 CHERRY LANE MT. SINAI, NY 11766 516-768-9708 August 4, 2020 Town of Southold Building Department Permit# 43938 P.O. Box 1179 1700 Cedar Drive Southold,NY 11971 Southold,NY 11971 Building Department: I, Michael Matheson, certify that the ridge strapping was installed to code for the above- mentioned property. Skle y4esn Michael President � - } '' N � AUG - 5 2020 0 9� V� Load Short Form Job: 1700 Cedar Drive •-• , e►•>y.'' Z Date: 643-2019 Entire House By v Anfhon Amadio,PE PE Load Calcs, LLC 225 Franklin Court,Winter Haven,FL 33881 Phone.901.257 5910 Email anthonyamadio@peloadcalcs.Com Web wwwpeloadcalcs Com- �! OF NEW Y 0 Project Information it O For: Digitally signed C 1700 Cedar Drive,Southold,NY 11971 by Anthony R c" I LU W Amadio 2 Z Date:2019.06.13 N 17:50:16-04'00' F6 10 C98289 v Design In • • 90FESS10�P Htg Cig Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design7D(°F) 62 9 Pressure/AVF 50 Pa/1016 cfrrl Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 26 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Propane Furnace Trade Low Speed Model EL296UH045XV36B= Cond XC16S024-230A** •AHRI ref 4988231 Coll CHX35-36B==*+EL296UH045XV36B*+TDR AHRI ref 202194770 Efficiency 96AFUE Efficiency 13.0 EER,16 SEER Heating input 44000 Btuh Sensible cooling 16800 Btuh 'Heating output 42000 Btuh Latentcooling 7200 Btuh Temperature rise 41 OF Total cooling 24000 Btuh Actual airflow 925 cfin Actual airflow 815 cfm Air1owfactor 0.026 drnBtuh Airflowfactor 0.042 drnBtuh Static pressure 0.80 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.83 "ROOM NAME Area Htg load Cig load HtgAVF CIgAVF (ftp (Stuh) (Btuh) (cfm) (Cfm) Zn1-Downstairs 1320 21443 12520 556 525 Zn2-Upstairs 1055 14211 8881 369 372 Entire House 2375 35654 19295 925 815 Other equip loads 2038 309 Equip.@ 0.89 RSM 17526 Latent cooling 4106 TOTALS 2375 37692 21633 925 815 Boldlrtalk values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2019-Jun-1317 44 00 -v+srightsoft® ht-Swte®Universal 201919.0.08RSU18218 9 Page 1 ,4CCK..o1Desktop\1700 Cedar Dr11700 Cedar Dr-JSD rup Calc=MJ8 Front Door faces.W Right-JO Worksheet Job: 1700 Cedar Drive Entire House �� Anthony19AnthoyAmadio,PE � PE Load Calcs, LLC 225 Franldin Court,Writer Haven,FL 33881 Phone 901.257 5910 Email anthonyamadio@peloadcalcs,com Web.vwjupeloadcal s com 1 Room name, Entire House_. :,= , =•r;,Zn1,Damstatrs,, 2 EVosedwall 2970 ft =r y,, ;;r.,, 1620,ft 3 Room height 8.6 ft 9.0 it 4 Room dimensions 5 Room area 2375.0 f13 1320.0 P Ty Construction U-value Or HTM Area (ft) Load Area (fly Load number (Btuhd2--°F) (Btuhffl or perimeter (ft) (Btuh) or, penmpr r (ft), (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 612D-0snr=0.086 n -5.33- 1.84 560 513 2738 944-' 360 320 , 1707 588 2 glazing,dr iaw-e '0 320 n 1984 7.56 `- 29 0 575 - 219 M 0 436 166 -D 11NO - 0.350,ten 21°70 8.17 18 ,_ _.. 18 ;388 . _ 146_ - -'..18- 113 = 388 146 W 1613-15ad0.061 n 3.78 2.86 64_ 64 241 182 0 0 0 0 11 12D-Osti -- -,OA86 •e=533 1.84"629 12 452 24 -- 831 369° 2n 71448 _ 499 2 glazing,dr 1=4 0.320 a 19.84 29.38 39 0 776- -1149 ;`,20 'JO' 388 - 574 2glazing,drlaw-e •0.320 a 19.84 , 26.44 . 96 0 1909 2543 " 36 _ 0 722 " -: ,962 III-----GGG 2 glazing,ddow-e- :-0.320 e-,___.19.84__...:_6.72 41 83 � 821 278 41 83 821:. - -= 278 W 1613-15ad 0.061 e 378 286 16_ 16 61 46 � INI '�- 12D-t)sN ''•` � �• 0.086 s'= '"'••.,5.33�`1.84 X560 , 496� 2645 T=912�- 360 315 1680 �'�'t 579 -G 2glazing,drlow-e- 0.320-s- 64 0__1270�850 ' 45 0 893 598 W 1613.15ad 0.061 s 3.78 2.86 64 164 242 183 0 0 0 0 W 12D-O9v 0036 -w 5.33,184 517 ' 411 2189 755 369 -- 260; 1387 478 2 glazing,dr low-e .0 320 w 19.84 7.56 6 12 116 44 z,6 . 12' " -116 '44 2glazing,drlow-e " 0.320 'w 19.84 . 2644 110. , 0 2174 2898, 52 0 ` 1032 `^. 1375 2 glazing;dr low-e 0.320 ,w 19,84 14.56 30 38 595 437 30 38 - 595 437 -11NO 0.350 w- 21.70 4_43 21 21 456 93 21 21 ' 456 93 W 1613-15ad 0.061 w 3.78 286 68 68 257 194 0 0 0 0 C 166 38ad= 0.026 1.61 122=a8=lffN- --_2140 __J 6.17.y •273 27.3 439-- -332 F 19A-30bsrvp 0 034 1.77 027 1301 1301 2302 349-"-1301 1301 2302 349 ,� "F .,20P 30we 0.035 217 0'24:.18 1.9' 41-==4-'" 19�_19.- 41 �...=?l F 20P-30w 0.035 2.17 024 8 8 16 2 0 0 0 0 u --------.-•--�-K--•-r-- ,fit a-..t,_ -�---------+• , 6 c)AED excursion 0 1775 Envelope lossigam 24362 14676 14851 9279 12 a) Infiltration 7379 503 4239 289 b) Room ventilation 0 0 0 ;s 0 13 Internal gains Ooiupants @ 230 4 920 0 0 Applianceslother 2500 i 2500 Subtotal(lines 6 to 13) 31741 18598 ;• 19090 12067 Less e)demal load 0 0 0 0 Less transrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31741 18598 19090 12067 15 Dudloads 120/6 4% 3913 697 12% 40/6 2353 452 Total room load 35654 19295 21443 12520 11 Air required(dm) 9251 8151 556 a -525 Calculations approved WACCA to meet all requirements of Manual J 8th Ed. ~ C - wrtgt�tsoft® 2019-Jun-13174400 Right-Sude®Universal 2019 19 0 08 RSU18218 Page l ofDesktopX1700Cedar DA1700Cedar Dr-JSDrup Calc=W8 FrontDoortaoes W nJob: 1700 Cedar Drive Right-JO Worksheet Entire House Date: 6-13 2019 PE Load:Calcs, LLC BY AnthonyAmadio,PE 225 Franklin Court,Writer Haven,FL 33881 Phone 901257.5910 Email anthonyamadio@peloadcalcs.00m Web wwwpeloadcalcs oom 1 Room name Zn2-Upstairs 2 Bposedwall 135.0 ft 3 Room height 80 It 4 Roomdimensions 5 Room area 1055.0 fl= Ty Construction U-value Or HTM Area (ft) Load Area Load number (BluhRF-°F) (Btuhin or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+J 1213-09N 0.086 n A 533 1.84 200 - 193 - 1031 355 2 glazing,dr low-e 0.320 n 19.84 7.56 7 0 139 53 _ 11N0 _ 0.350 n ,,•21.70 8.17 0_"_ 0 ---:-0- w --:-0W 1613-15ad 0.061 n 3.78 286 64 64 241 182 11 W' 1213-0snr 0.086 e''5.33=1.84--260 181 963 .332 2 glazing,dr low-e 0.320 e . 19.84 2938 20 0 388 574 2glaang,drlow-e 0.320 a 19.84 - 26.44 60 0 1186 1581 2glaang,drlow-e__.__ - 0.320-e_19.84._..._...672 0--0 0-, .._.,,r0 W 16B-15ad 0.061 a 3.78 286 16 16 61 46 1N 1213-Osuv 0 086 s 5 33 1.84 200 181-."795 7- --Ci 2glaang,drlome_---, -0.320__a-19.84 1328 - 19-, 0-377 377 252___-___-__-_ _ _ -- W 16B-15ad 0.061 s 3.78 2.86 64 64 242 183 _ W- :ib-09w, 0.086 w 533 164' -208 -�'150 602 2.76 2glaang,drlow-e '0.320 w 19.84 7.56 0 0 0 0 2 glazing;dr low-e 0.320 'w 19.84 26.44 58 .,O - 1143 , 1523 2 glazing,dr lave 0.320 w 19.84 , 14.56 0 0 0 0 11N0 0.350-w_-21.70 4.43 0 0 0 0 W 16B-15ad 0.061 w 378 286 68 68 257 194 C 169:38ad_::!w=6.026 --1B1- _. -122 - 1065_10551.7.01, 1285 F 19A-30bsnp 0.034 1.77 027 0 0 0 0 'F 20P 30w _ _ 0.0352.1] _.024 0 0 0 0 F 20P-30w 0.035 - 2.17 024 8 8 16 2 6 c)AED eM.vrsson 255 Envelope loss(gain 9511 7426 12 a) Infiltration 3140 214 b) Roomventlation 0 0 13 Internal gains. Ooupants@ 230 4 920 Appliances(other 0 Subtotal @nes(3to 13) 12651 8560 Less external load 0 0 Less transfer 0 0 Redtstrtbubon 0 0 14 Subtotal 12651 8560 15 Ductloads 120/a 4% 1559 321 Total room load 14211 8881 Air required(dm) 369 372 Calculations approved WACCA to meet all requirements of Manual J 8th Ed. -FW 2019-Jun-13174400 w w- Right-Suite®Universal 2019190.08RSU18218 Page ...olDesktop11700Cedar Dr11700CedarDr-JSDrup Calc=W8 FrontDoorfaces W -13 Manual�S Compliance Report Dob:Date: 6 6-13 cedar Drive •es• �.t, °'a - .:; ', 2019 . a P8LO1D Entire House AnthonyAmadlo,PE PE Load Calcs, LLC 225 Franklin Court,Winter Haven,FL 33881 Phone 901257.5910 Email anthonyamadio@peloadcaics corn Web.w wpeloadcalcs com Project • • For. 1700 Cedar Drive,Southold,W 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.4°F Sensible gain: 19604 Btuh Entering coil DB: 75.8*F Outdoor design WB: 72.1 OF Latentgain: 4106 Btuh Entering coil WB: 63.5°F Indoor design DB 75.0°F Total gain: 23711 Btuh Indoor RH: 50% Estimated airflow: 815 dim Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Lennox Model: XC16S024-230A**+CHX35-36B""-*+EL296UH045XV36B`+TDR Actual airflow: 815 cfrn Sensible capacity: 19000 Btuh 97%of load Latent capacity: 5000 Btuh 122%of load Total capacity: 24000 Btuh 101%of load SHR: 79% Heating Equipment. Design Conditions Outdoor design DB: 8.0°F Heat loss: 37692 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer. Lennox Model: EL296UH045XV36B" Actual airflow: 925 cfm Output capacity: 42000 Btuh -111%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. -FJ wrightsoft® 2019-Jun-1317.4401 rikAME. a��N,��,.w�. -�, WghESudera�Urnversa1201919.008RSU18218 , , I Page 1 RCCA .o\Desktop\1700 Cedar Dr\1700 Cedar Dr-JSD rup Calc=MJ8 Front Door faces W `,OfiLLpto', ' Duct System Summary Job: 1700 Cedar Drive o *%Q Data: 643-2019 06�o��a Entire House By: Anthony Arnadio,PE PE Load Calcs,,LLC 225 Franklin Court Wnter Haven,FL 33881 Phone 901257.5910 Email anthonyamadio@peloadcalcs.mm Web WWWpeloadcalcs com., Project • • For. 1700 Cedar Drive,Southold,NY 11971 Heating Cooling External static pressure 0.80 in H2O 1.00 in H2O Pressure losses 0.31 in H2O 0.31 in'H2O Available static pressure 0.49 in H2O 0.69 in H2O Supply/return available pressure 0.297/0.193 in H2O 0.418/0.272 in H2O Lowest friction rate 0.055 in/100ft 0.078 in/100ft Actual airflow 925 cfm 815 cfrn Total effective length(TEL) 885 ft SupplyBranch Detail Table Design Ftg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 h 1253 39 27 0.064 4.0 Ox 0 VIFx 90.4 370.0 st2A Bath h 798 25 20 0.055 5.0 0x0 VIFx 91.0 445.0 st1A Bede h 1407 44 43 0.060 7.0 Oxo VIFx 106.5 390.0 st1A Bed 2-A h 1407 44 43 0.055 7.0 Ox 0 VIFx 101.0 435.0 st1A Bed h 1813 56 53 0.056 7.0 Oxo VIFx 98.0 430.0 st1A Bed 3-A h 1813 56 , 53 0.056 7.0 Ox 0 VIFx 93.0 440.0 st1A Den c 2128 66 79 0.063 7.0 Ox 0 VIFx 94.0 380.0 st2A Den-A c 2128 66 79 0.064 7.0 Ox 0 VIFX 102.0 360.0 st2A Kitchen h 2218 69 60 0.060 5.0 Ox 0 VIFx 121.5 370.0 st2A Kitchen-A h 2218 69 60 0.065 4.0 Ox 0 VIFx 83.0 375.0 st2A Kitchen-B h 2218 69 60 0.072 7.0 Ox 0 VIFx 66.5 345.0' st2 Kitchen-C h 2218 69 60 0.071 7.0 Ox 0 VIFx 58.1 360.0 st2 ,Kitchen-D h 2218 69 60 0.073 4.0 Ox 0 VIFx 75.0 330.0 st2 Living-A c 1879 58 65 0.071 7.0 Ox 0 VIFx 75.5 340.0 st2 Living-B c 1879 58 65 0.071 7.0 0x0 VIFx 64.1 355.0 st2 M Bath h 1228 38 25 0.062 5.0 Ox 0 VIFx 60.0 420.0 st1 Master c 1363 56 69 0.085 7.0 Ox 0 VIFx 84.0 410.0 st1 Master-A c 1363 56 69 0.085 7.0 Ox 0 VIFx 77.0 415.0 st1 Pwdr h 1087 34 14 0.063 4.0 Ox 0 VIFx 119.0 350.0 st2A WC c 2123 66 72 0:061 '7.0 Ox 0 VIFx 84.5 400.0 st1 Boldldallc values have been manuallyovemdden wrightscft- 2019-Jun-1317 44.01 M�tA Poght-Suite®Universal 201919 0 08 RSU18218 Pagel AX11 olDesldop\1700 Cedar DAI700 Cedar Dr-JSD nip Calc=MJ8 Front Door faces W 1 \ Supply • Trunk Htg Clg Design Veloc Diam H x W, Duct Name Type (dm) MM) FR (fpm) (in) (in)` ' " Material Trunk st2 PeakAVF 668 629 0.060 -601 13.4 10`z--`16 `' ShtMetl st1A PeakAVF 225 212 0.055 325 9.1 10 x 40 ShtMefl st1 st2A PeakAVF 343 319 0.060 495 10.4 10 x 10 ShtMefl st2 st1 PeakAVF 442 447 0.055 402 120 10 x 16 ShtMet! Return Branch Detai I Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb1 Ox 0 1110 1076 348.5 0.055 727 15.6 10x 22 ShMt Bold/rtalic values have been manuallyovenidden 2019-Jun-1317 44 01 i+ wrigl7tsoft® ht-Sude®Universal 201919 0.08 RSU18218 Page 2 /4CCA .o\Desktop\1700 Cedar Dr\1700Cedar Dr-JSD.rup Calc=W8 FrontDoorfaces W 0 - N 1st Floor T 4x8 2x10TK 4„ 20cfm 4x8 E- 4x8 45 cfin 65 cfm 7" 65 cfm 5,. T 711 Kitchen Pwdr 20 chL4"' Zonel 10x 10 16x 10 30 x'20 RA 22 x 10 i A . � Z T Zone2 1 5" 7 7" 7" 5 10 0 16x 10 7 71, 711 711 4x8 T 7° T 20 ch 4"y 4x8 Bath 1 65 ch 4" 4x8 20 ch y, Den 30x6, TG 4x8 7" 65cfm LiVing 7" <-6-> 4x 10 4x10 Important Notes: y 85 dm 85 cfin 7 � 1. All Interior Doors shall have at least a 1-inch undercut clearance between the bottom of the door and fthe inished floor. 2. When only one zone calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. 1 ACCP.. Meets all requirements DACCA Manual D. Job#:1700 CedarDrive PE Load Calcs, LLC _ Scale.1 :71 Performed by AnthonyAmadio,PE for. PEW1 1700 Cedar Dmie 225 Rankin Court R 1 0aU*821a Phone.901.257.5910 5910 �9 Southold,W 11971 Winter Haven,57 2019Jin-13174419 _CedaDr11700Ced3Dr-JSDnQ www.peloadcalcs.com anthonyamadio@peloadcal�s.com N 2nd Floor E 4x8 <— F : T- 4x8 7" 4x8 30 ch 5" 4x10 7" 4x10 7" 60 ch 60 ch 85 cfm 85 cl`M Bath 2 Bed 2 10 x 10 Hall Master 36x 12 8" 10x 10 511 4x8 30 cfm M Bath 16" Bed 3 24x 12 �607" 4x8 4x8 4x10 cfm 7" 60 cfm 85 cfm 7„ WIC Important Notes: 1. All Interior Doors shall have at least a 1-inch undercut clearance between the bottom of the door and fthe inished floor. 2. When only one zone calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. 1 ACCK® Meets all requirements of ACCA Manual D. Job#:1700 Cedar Drive PE Load Calcs, LLC Scale.1 :71 Performed byAnthonyAmadio,PEfor. _ Page2 1700 Cedar Drive 225 FrankIn Court R#gppgR rivffs e�9 Southold,IVY 11971 Phonritere: :901.,57 5910 2019Jur13174419 Phone:901.257.5910 _CedaDr\1700Ced@rDr-JSDJtp mmpebadcaics com anthonyamadio@peloadcalcs.com o7/, NH , - ME EERGY SOtUTLONS, C0NSERVATI0WTHk01j H EFFICIENCY' 187 East Main Street, Huntington, NY 11743 (631) 673-0664 Blower Door Test Disclaimer ,R402.4.1;2'Testing.,Ili,building or dv�elling ainit'shall be tested an(i iiei ifsed as'laaving au air;leakage rate no_t exceeding five'air'changes per Hour i a Climate,Zones 1 and=2;',a'n' d tlniee a-i-r'changes ger-hour i a'Climate-Zones 3-through8_Testing shall be'conducted,m accordance with,ASTIM F_779,or ASTM E -1827 and reported at-a pressure o£0:2 inch'w_g:,(50-PascaLs)_'�Ulaere req*' ed .by#lie;code-q, zcaal, testing shall be'conducted!by.an aPP.roved third party_-A wistten r�poit o -the=exults of Y the test,shall be sigaedby the.party'conducting tlie_fest and providedto"_ code v c3irJ_ Testing-`sfliall iie tier foiffied at any time af3e cxeati46 of allgeneti ons of the Z* d 4 alerih&erre40�e= _ As shown above,new construction is mandated to pass a blower door test measuring a home's "Air Leakage". This standard of a home's "Air Tightness"set by the code,is not an easy benchmark to meet. It is based on a home's volume and takes into consideration not only leakage to the outside but air flow to any unconditioned spaces like a vented attic, garage, or unconditioned basement. Home Energy Solutions,Inc. is strictly a 3rd-party testing and inspection firm. Our recommendations are based SOLEY on what will be best for the home and the most cost- effective ways to pass the difficult performance testing. Our firm has performed hundreds of blower door tests and have extensive knowledge on what designs will potentially pass the blower door tests and which designs will likely struggle to achieve the 3ACH required by code. This document is a disclaimer that simply states if you choose to not follow our recommendations on how to properly insulate and air seal your home to maximize the chances of passing the blower door test,there will likely not be any quick fixes if you fail the blower door test in the end. Please keep in mind we do charge a Re-test Fee of$250 for every failed blower door. These fee's will not be waived if you choose to ignore our recommendations. -Glenn LaMay CEO,Home Energy Solutions, Inc. Any questions or concerns please feel free to contact our office(631)673-0664 *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/a,ir infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. , Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. f ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHnECfURE LLC Brooklyn Office:204 25th St,Suite 203,Brooklyn,NY 11232 Laurel Office:3075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 � 1 i I " RE: 1700 Cedar Drive Southold, NY 11971 7's Ls u SCTM: 1000-78-8-17.1 1 Dr AUG - 5 2020 To Town of Southold Building Department: , 'dye 1 I conducted a site visit at 1700 Cedar Drive,Southold, NY to inspect the insulation,gas piping,fire caulking and rough`plumbing. Based on my inspection the insulation,gas piping,fire caulking and rough plumbing was completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have any questions. Sincerely Anthony Portillo, RA, LEED AP' ED ARC �:.A 037405 _0 pF NE�1 , 1 i Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1700 Cedar Drive,Southold Test Date 7/20/2020 Building Permit#: 43938 { �� ' —1 �' ,,�-Compliance Pathway Performance 5- -C (? Test Completed by: Christopher Silvia S1NET Rater ID# 4150294 Home Energy Solutions AUG _ NATE ID# 187 East Main Street 5 2020 ICC ID# Huntington,NY-11743 l:< BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if-. Floor Area Volume ❑� Conditioned Basement Basement 1294 11646 ❑ Conditioned Crawl Space 1st 1312 10496 ❑ Sealed Attic 2nd 1117 10053 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI 2765,except that conditioned floor Attic 0 ?in es areas where the ceiling height is less than 5 Total Volume 32195 CFM @50 pa 1601 Air changes/hr@50 pa 2Code Compliance: Pass Duct Tightness: Post Construction Test-Tota Duct Leakage System-1: Whole House Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: N/A System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: �w,-� Date: 7/20/2020 Chr'i'stopher Silvia,Home Energy Solutions �§taffo�,��® ELIZABETH A.NEVILLE,MMC ,`Z� r/y Town Hall,53095 Main Road TOy CLERB P.O.Bog 1179 N = Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p O Fax(631)765-6145 MARRIAGE OFFICER y RECORDS MANAGEMENT OFFICER ��,� � Telephone FREEDOM OF INFORMATION OFFICER www southoldtownnygov765-1800 ldt OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT OPERATION PERMIT SEPTIC TANK OR CESSPOOL Operation Permit No. 4550 , X Residential .--,Non-Residential Fee$ 10.00 X New ' _' 'Existing Name of Owner: Scott&Patricia Paskewitz Mailing Address: 29 Brixton Road City St Zip: Garden City,New York 11530 Property Address: 1700 Cedar Drive City St Zip: Southold,NY 11971 Telephone No. 917-838-7732 Tax Map No. Section 78.000 Block 08.00 Lot 017.1 Cross Street Main Bayview Road Issue Date: 7/20/20 Elizabeth A.Neville Southold Town Clerk ,w Load Short Form Job: 1700 Cedar Drive Date: 643-2019 nLO"'VA= Entire House Ely: AnthonyAmadio,PE PE Load Calcs, LLC 225 Franklin Court Writer Haven,Fl33881 Phone:901.257.5910 Email anthonyamadio@peloadcalrscornWeb wwxpeloadnlcscam �! of NET R• q O 77 Project Inf• e �71 For: Digitallysigned r— rc 1700 Cedar Drive,Southold,NY 11971 by Anthony R n I LU W Amadio 2 Date:2019.06.13 tP 17:50.16-04'00' SQA 098289 Design Inf. . 90�ESS10NP\• Htg Clg Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 62 9 Pressure/AVF 50 Pa/1016 chn Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 26 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Propane Furnace Trade Low Speed Model EL2961-11-1045XV366" Cond XC16S024-230A*" AHRI ref 4988231 Coil CHX35-36B='*-*+EL296UH045XV36B*+TDR AHRI ref 202194770 Efficiency 96AFUE Efficiency 13.0 EER,16 SEER .Heating input 44000 Btuh Sensible cooling 16800 Btuh 'Heating output 42000 Btuh Latent cooling 7200 Btuh Temperature rise 41 OF Total cooling 24000 Btuh Actual airflow 925 cfin Actual airflow 895 Cfin Airf[owfactor 0.026 cfmBtuh Airflowfactor 0.042 cimBtuh .Stadd pressure 0.80 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (fid (Btuh) (Btuh) (Cfm) (CI n) Zn1-Downstairs 1320 21443 12520 556 525 Zn2-Upstairs 1055 14211 8881 369 372 Entire House 2375 35654 19295 925 895 Other equip loads 2038 309 Equip.@ 0.89 RSM 17526 Latent cooling 4106 TOTALS' 2375 37692 21633 925 895 Boldrrtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 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'Y;"3"^ "r�'K=xeia.� :: t' -. 7'i, •y-wae•m;-vn? - i:6...ar+i'...sw•5, cF ice. 2 ,.,,;. 6 c)AED excursion 0 1775 Envelope loss/gain 24362 14676 `14851 9279 12 a) Infiltration 7379 503 4239 289 b) Room ventilation 0 0 0 =-` 0 13 Intemalgains: Occupants@ 230 4 920 0 0 Appliances/other 2500 2500 Subtotal(lines6 to 13) 31741 18598 1909012067 Less odemalload 0 0 0 0 Lesstt-ansfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31741 18598 19090 12067 15 Dud loads 12% 4% 3913 697 12% 4% 2353 452 Total room load 3565419295 21443 12520 Air required(dm) 9251 25 815 556 :� 525 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrigF�tsote^ 2019-Jun-13174400 Right-Sude®Universal 201919.0 08 RSU18218 Pagel ._olDesktop11700 Cedar DA1700 Cedar Dr-JSD rup Calc=MJ8 Front Door faces.W Right-M Worksheet Job: 1700 Cedar Drive Entire House Date: 643-2019 Anthony Amadio,PE PE Load CaIcs, LLC 225 Franklin Court,V,Mnter Haven,FL 33881 Phone 901257 5910 Email anthonyamadio@peloadcalcs com Web:Wympeloadcalcs com 1 Room name Zn2-Upstairs 2 Exposed wall 135.0 It 3 Room'height 8.0 ft 4 Room dimensions 5 Room area 1055.0 R2 TY Constrixtion U-value Or HTM Area (fl Load Area Load number (BtuhireF) (Btu or perimeter (fQ (B h) or perimeter Heat Cod Gross N/P/S Heat Cool Gross NPIS Heat Cool 6 7,12 -n W��-,,031 7-777� 4-'� '-w 4—1-7- 2C M9 d Eff 111..� 2jj7-A W 16B-15ad 0.061 n 3.78 2.86 64 64 241 182 W"'T 0 I 11�=17 'w T 4=1 77 'j �y- W 1613-15ad e 3.78 2.W 16 16 61 46 �7` M I 5—�' , �, 4�A--�P,, EVIMILIr-1. 22�- zz AL-----0 W 1613-15ad 0.061 s 3.78 2.86 64 64 242 183 '.7 0 0 r jo W 1613-15ad 0 061 w 378 2.86 68 68 257 194 X� 10 ME,=—"TE—F YT-2,17IM-2S?—M-7 F 19X30 0034 1.77 0.27 0 0 0 0 F—7- 20P-Mv 0035 Z17 024 8 8 16 2 M --,9= 7: Q 77-7,Fr' =-5-1Z7 77777 7— UTTEM, �Z,=7-7: Z=2_7 M-- 1:1 0 EE LT=7-71H-E7=11117 7 =7=7 =1 M=1 -77 71=17.-= 6 q)AED ex-cursion 255 Envelope lossIgain 9511 7426 12 a) Infiftation 3140 214 b) Room ventlation 0 0 13 Internal gains Occupants @ 230 4 920 Appliances(other 0 Subbotal(linesiBbU) 12651 8560 Lessexternalload 0 0 Lesstransler 0 0 Redistribution 0 0 14 SubtatEd 12651 8560 15 Ductloads 120% 41/6 15591 321 Total room load 14211 8881 1 Air required(clim) 3691 3721 Calculabons approved bVACCA to meet all requirements of Manual J 8th Ed. 2019-Jun-13 17 44 00 A'�-k Rght-Suite@)Univerral2Ol9l9OO8RSU18218 Page 2 -o\Desldop\1700 Cedar Dr\1700 Cedar Dr-JSD rup Calc=MJB Front Door faces.W `,•�o,,,i;,e Manual-S Compliance Report Job: 1700 Cedar Drive Date: 643-2019 Pff,,,,D,.•,GS Entire House By: AnthonyAmadio,PE .�' PE Load Calcs LLC 225 Franldin Court,Writer Haven,FL 33881 Phone:901.257 5910 Email anthonyamadio@peloadcalm corn Web wmmpeloadcalcs com Project Information For. 1700 Cedar Drive,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.4°F Sensible gain: 19604 Btuh Entering coil DB: 75.8°F Outdoor design WB: 72.1*F Latentgain: 4106 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 23711 Btuh IndoorRH: 50% Estimated airflow: 815 clam Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SplitAC Manufacturer. Lennox Model: XC16S024-230A**+CHX35-36B**-*+EL296UH045XV36B*+TDR Actual airflow. 815 cfm Sensible capacity: 19000 Btuh 97%of load Latent capacity: 5000 Btuh 122%of load Total capacity: 24000 Btuh 101%ofload SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 37692 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer. Lennox Model'. EL296UH045XV36B* Actual airflow: 925 cfm Output capacity: 42000 Btuh 111%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. 4F wrightsoft® 2019-Jun-13174401 ,,,„, ,,gym., PoghtSwte®Universal 201919008RSU18218 /•�9lrl—�i.•R Page 1 olDesktop\1700 Cedar Dr11700 Cedar Dr-JSD rup Calc=W8 Front Door faces W `w*uq rA Duct System Summary Job: 1700 Cedar Drive Date: 643-2019 vrconoeuu Entire House W. ArlthoriyAmadio,PE PE Load Calms LLC 225 Franklin Court,Writer Haven,FL 33881 Phone.901257 5910 Email anthonyamadio@peloadcalcs com Web.wwutpeloadcalcs Com Project • • For. 1700 Cedar Drive,Southold,NY 11971 Heating Cooling External static pressure 0.80 in H2O 1.00 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.49 in H2O 0.69 in H2O Supply/return available pressure 0.297/0.193 in H2O 0.418/0.272 in H2O Lowestfiction rate 0.055 in/100ft 0.078 in/100ft Actual airflow 925 cfm 815 c6n Total effective length(TEL) 885 ft SupplyDetail.Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) 0m) (dm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk Bath 1 h 1253 39 27 0.064 4.0 Ox 0 VIFx 90.4 370.0 st2A Bath 2 h 798 25 20 0.055 5.0 Ox 0 VIFx 91.0 445.0 st1 A Bed h 1407 44 43 0.060 7.0 0x0 VIFx 106.5 390.0 st1A Bed 2-A h 1407 44 43 0.055 7.0 Oxo VIFx 101.0 435.0 st1A Bed h 1813 56 53 0.056 7,0 0x0 VIFx 98.0 430.0 st1A Bed 3-A h 1813 56 53 0.056 7.0 Ox 0 VIFx 93.0 440.0 st1 A Den c 2128 66 79 0.063 7.0 Ox 0 VIFx 94.0 380.0 st2A Den-A C 2128 66 79 0.064 7.0 Ox 0 VIFx 102.0 360.0 st2A Kitchen h 2218 69 60 0.060 5.0 Ox 0 VIFx 121.5 370.0 st2A Kitchen-A h 2218 69 60 0.065 4.0 Ox 0 VIFx 83.0 375.0 st2A Kitchen-B h 2218 69 60 0.072 7.0 Ox 0 VIFx 66.5 345.0 st2 Kitchen-C h 2218 69 60 0.071 7.0 Ox 0 VIFx 58.1 360.0 st2 Kitchen-D h 2218 69 60 0.073 4.0 Ox 0 VIFx 75.0 330.0 st2 Living-A C 1879 58 65 0.071 7.0 Ox 0 VIFx 75.5 340.0 st2 Living-B C 1879 58 65 0.071 7.0 Ox 0 VIFx 64.1 355.0 st2 MBath h 1228 38 25 0.062 5.0 Oxo VIFx 60.0 420.0 st1 Master c 1363 56 69 0.085 7.0 Ox 0 VIFx 84.0 410.0 st1 Master-A c 1363 56 69 0.085 7.0 Ox 0 VIFx 77.0 415.0 SO Pwdr h 1087 34 14 0.063 4.0 Ox 0 VIFx 119.0 350.0 st2A wtc c 2123 66 72 0.061 7.0 Ox 0 VIFx 84.5 400.0 st1 Boldrrtalk values have been manuapyovemdden h _' Wri�ghts®ft® 2019-Jun-13174401 Wght-Swte®Umversal 2019 19.0 08 RSU18218 Page 1 ACCk ..o\Desktop\1700 Cedar Dr\1700 Cedar Dr-JSD rup Calc=MJ8 Front Door faces W Supply Detail Table Trunk Htg Clg Design Veloc Pam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in)' Material Trunk st2 PeakAVF 668 629 0.060 601 13.4 10 x `16 ShtMetl st1A PeakAVF 225 212 0.055 325 9.1 10 x'`i0 ShtMetl st1 st2A PeakAVF 343 319 0.060 495 10.4 10 x 10 ShtMetl st2 st1 PeakAVF 442 447 0.055 402 12.0 10 x 16 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 Ox 0 1110 1076 348.5 0.055 727 15.6 10x 22 ShMt Boldrrtallc values have been manualyovemdden wrightsoft- 2019-Jun-1317 4401 „„„,,.,,,gym,,,, PoghFSwte®universal 201919008RSU18218 Page 2 ACCk o\Desktop\1700 Cedar Dr\1700 Cedar Dr-JSD rup Calc=MJ8 Front Door faces W N" I ' 1st Floor n(/�i}v�y�' "igt^'.:•t'v ....°h� .. ...�..., .»."._r.irr't...... 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When only one zone calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. 1 ti ACCK. Meets all requirements of ACCA Manual D. Job#:1700 CedarDrive PE Load Calcs, LLC Scale:1 :71 Performed by AnthonyAmadio,PE for. Paga1 225 Franklin Court R Ie®Urka-A2019 1700 Cedar Drive190.OBRSU18218 Southold,W 11971 Water Haven, 33881 Phone-901.25757.5910 2019Jur13174419 www.peloadcai-s.com anthonyamadio@pebadcals.com -CederDr11700Cadaror-JWnp N r, 2nd Floor -� -� 4 x 8 <— 7" 4x8 7" 4x8 30cfm 5" 4x10 7" 4x10 T' 60 ch 60 dm 85 cim 85 ch Bath 2 Bed 2 lox 10 Hall Master 8" 36x 12 819 10x 10 T 5' 4x8 30 dm M Bath 16" Bed 3 24x 12 4x8 4x8 4x10 7 711 60 cfm 7 160 dm 85 cfm WIC Important Notes: 1. All Interior Doors shall have at least a 1-inch undercut clearance between the bottom of the door and fthe inished floor. 2. When only one zone calls for Heating/Cooling, the equipment shall operate only on the first stage. Damper Stop Settings at 10%Open. A 1 ACCK. Meets all requirements of ACCA Manual D. Job#:1700 Cedar Drive PE Load Calcs, LLC Scale:1 :71 Performed by AnthonyAmadio,PE for. Peoe2 225 Frankin Court RdESu�Unve-A2019 1700 Cedar Drive Waster Haven,FL 33881 19WEIRSUMB Southold,W 11971 Phone'901.257.5910 2719JuA3174419 wmv.peloadcalcs.com anthonxamadio@peloadcalrs.com -Ceder DARDOCederDr-JSDnp HOME ENERGY S 0 L U T 10 N & tQN9EW)1ATj0W,_tR 0H'j;FF1C-ItNCV 187 East Main Street,Huntington, NY 11743 (631) 673-0664 Blower Door Test Disclaimer( R46.4a- e 1be._ a'`aria mea '�- i W� 91 3,-thiau K WTesting accor, T, L 1 7. orled -a' piessure o 0.2, r-tr r-.d -i rq "k __ !.a — n qu rt It I". � p0r.ty,"�A,Wxi 9� of - 2fidprovuI&Ifolb�i�doVI TShaB'be- aay Aft6i gatt of CZ6 As shown above,new construction is mandated to pass a blower door test measuring a home's "Air Leakage". This standard of a home's"Air Tightness"set by the code,is not an easy benchmark to meet. It is based on a home's volume and takes into consideration not only leakage to the outside but air flow to any unconditioned spaces like a vented attic, garage,or unconditioned basement. Home Energy Solutions,Inc.is strictly a 3rd-party testing and inspection firm. Our recommendations are based SOLEY on what will be best for the home and the most cost- effective ways to pass the difficult performance testing. Our firm has performed hundreds of blower door tests and have extensive knowledge on what designs will potentially pass the blower door tests and which designs will likely struggle to achieve the 3ACH required by code. This document is a disclaimer that simply states if you choose to not follow our recommendations on how to properly insulate and air seal your home to maximize the chances of passing the blower door test,there will likely notbeany quick fixes if you fail the blower door test in the end. Please keep in mind we do charge a Re-test Fee of$250 for every failed blower door. These fee's will not be waived if you choose to ignore our recommendations. -Glenn LaMay CEO,Home Energy Solutions, Inc. Any questions or concerns please feel free to contact our office(631)673-0664 *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 COMMMNTS FOUNDATION (IST) 'FOUNDATION / ROUGH FRAMING rNSULATIONENERGY - • 1 r- i =7.Weill lie LMA Ng WM ft ADDMO�44LCOAM NTS MA 1 11 �rI• o.�� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 ` 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey_ Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S'.D.E.C. Trustees C.O.Application ",V�P�� , ' Flood Permit Examined 20 Single&Separate ,uN 2018 Truss Identification Form Storm-Water Assessment Formj'� Contact: a) 1 ' L Approved ,20 Mail to: Disapproved bJc Phone. 951 PS Expiration ,20 uilding Ins f ector APPLICATION FOR BUILDING PERMIT �7 Date ( 20 Cd INSTRUCTIONS a:This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan,showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,-and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in'w iting,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. McCarthy Management, Inc. (Signature of applicant or name,if a corporation) 46520 County Road 48, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Robert& Marilyn Behrman (As on the tax roll or latest deed) If applicant is rp ignature of duly authorized officer (Name and title o orate officer) Builders License No. Plumbers License No. ' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1700 Cedar Drive Southold House Number Street Hamlet County Tax Map No. 1000 Section ``"`�"`'" °"�°"� "q 78 Block 8' r i• " 9';t`i :k.� t< :✓x-J.^.;ir t i t <�h 3ir:ae�,..r1 i` i t Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Lane b. Intended use and occupancy Single Family Dwelling 3. Nature of work(check which applicable): New Building- X Addition Alteration Repair Removal Demolitign ;` °a 2 " r x Other Work (Description) 4. Estimated Cost $400,000 } ;l Feeu ° (To,be .paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling unifs on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature andexten't10 each type of use. 7. -Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions:.Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 40.7' Rear 35.5' Depth 37.3' Height Number of Stories ,'t 1 9. Size of lot: Front 125.46' Rear 127.91' Depth 421.28' 10. Date of Purchase 7/29/2002 Name of Former Owner Virginia Olga Lee&Jane E. Preston 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO Robert&Marilyn Behrman 159-02 28th Avenue, 14.Names of Owner of premises Address Flushing,NY 11358 Phone No. 718-767-2123 Name of Architect AMP Architect Address 15400 Main Road,Mattituck,NYPhone No 516-214-0160 Name of Contractor McCarthy Management,Inc. AddreSS46520 CR 48,Southold,NY Phone No. 631-765-5815 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO�( _ * IF YES, SOUTHOLD TOWN TRUSTEES &D:E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Thomas J. McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to bef re me this 1 y ay of Jun e-- 20 / ''i "MMANE Sign e o Applicant Notary Public,State of New York No.01 814768970 Ouelified in Suffolk County nn�ww+S.n n'.r r �vr�rrge Aln.. Ql1 .QA -2 4 Scott A. Russell ,�d°S� '� ST 0>>KMWA'7C 1E1K SUPERVISORI��l[A\�A\G lE( r MEN T _ z SOUTHOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHEa All THAT AMY) Ox ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®[]x F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your protect. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witE your Building Permit Application. APPUCANT: (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. *: 1000 DatL- Distrkt NAME Mc M a nt In C. 78 8 17.1 6/6/2019 a, Section Block Lot FOR BUILDING DEPARTMENT USE ONLY ° Contact Information 631- 765-581 Reviewed By: - - — — — — — — — — — — — — — — Date: �' Property Address/Location of Construction Work — — — — — — — — — — — — — — — — 1700 Cedar Drive, Southold, NY 11971 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. fs(iForwardto tormwater Management Control Plan is RequiredL. Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M. *: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contactor,Other) ® O,O�-{' 78 8 17.1 Stormwater Management Control Plan CHECK LIST NA McCarthyMan_,agement, Inc. section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P`" Thea applicant must provide a Complete Explanation and/or Reason far notproviding Date: 6/6/2019 Rol y�' � PP P' P P all Information that has been Required by the following Checklistl UnMu, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries PX b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §2,36-17(C)(2). x :j!j L d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. R ! ! ' e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) SPO I ELEVATIONS g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& . 2:14r.y proposed structures. - 1. Location of proposed Swimming Pool and discharge [ring. j. Location of proposed Soil Stockpile Area(s). EROSION &SUAIVIEN k. Location of proposed Construction Entrance/Staging Area(s). Shall Include but not be limited to: 1. Location of proposed concrete washout area(s). A well maintained Construction Entrance, M. Location of all proposed erosion&sediment control measures. Wirp Backed Silt Fencing, stabilization & 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,stoie,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event DRAINAGE INSPECTIeNS ARE Kt:Qulmj:L) 3. Details&Sectional Drawings for stormwater practices are required for approval. C-0-At;46t 4:05 Items requiring details shall include but not be limited to: BaCkfila - 560 before a. Erosion&Sediment Controls. X , e Engineer's Certification b. Construction Entrance&Site Access. X e ralnage as been installed T- c. Inlet Drainage Str'uctur'es (e.g.catch basins,trench drains,etc.) X d. Leaching Structures (e. .infiltration basins,swales etc.) ***; FOR ENGINEERI DEPARTMENT USE ONLYF�*`*" Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: t �C/ ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ca Z& g Southold, New York 11971-0959 4V -1802 - FAX (631) 765-9502 Telephone (631) 765 170 gen-0-southoldtownrly.gov-,no seandAsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All information Required) Date, 3/11/2020 Company Name: KV. Electric, Inc. Name: -Ken_Vauqhn___._ -Licens6No-: 3389 = email: kvelectricinc@gmail.com A 405 Central Avenue, ohernib, 11 Address:- B _ Y N_ _71_6 Phone No.: 631-124-4758 JOB SITE INFORMATION (All InformationAequired) Name: Paskewitz Address: 1700 Cedar Drive, Southold, NY 11971 Cross Street: N. Bayview Ext Phone No.: 631-765-5815 7 Bldg.-Permit#:----43938- email:tmccarthy.tmccarthy@gmail.com __Tax_Map District: . 1000 SectiorV 78 Block:---. --a- :__:-_:BR1EF DESCRIPTION OF WORK (Please Print Clearly) New Residential Construction Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a7emp-Certificate?: YES / NO Issued On Temp Information: (All information required) Service Si 1 P 3--Ph -- I Size: _OC -A #Meters.- - -- - Old Meter# New-Service---Fire Reconnect -FloodlReconnect-Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame (Pole) Work done on Service? N -Aidditional'i n-for-mation, 07- tr—V_U'cc T�73(_E U PAYMENT-DUE-WITH-APPLICATION j M-AR- 1 1 `2020 ReqLtestbr Inspection F6rryf.xls Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 2_- Southold, NY 11971-0959 - BUILDING DEPARTMENT NOTICE OF_UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TI NST-Rl1CTJCN. Date;, No Truaz,, , Owner: 1 ---- Location of Property:.-- --- - Please take notice that th 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): Truss type,construction (TT) Pre-engineered woad construction (PW) Timber construction (TC) in the following location(s) (check applicable line)- Floor ine):•Floor framing, including girders and beams (F) Roof framing (R) Floor a o f framing (FR) Signatu Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RE® REFLECTIVE WHITE ' PANTONE #187 �t 11211 The construction type -STROKE designation shall be - 56I!!9 66II!!9 r4li JS9 44IV"or GGV99 to indicate the construction classification of the structure under DESIGNATION_ FOR STRUCTURAL section 602 of the DCN1(S COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION AWY FLOOR FRAMING, INCLUDING ■ GIRDERS AND BEAMS ccR» ROOF FRAMING BUILD 11FR"R FL0013 AND ROOF FRAMING STANDARDS AND CODES McCue MANAGEMENT, INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE CS� JOB NO. (631) 765-5615 FAX (6 1) 765-5616 ATTENTIo �TO 1;Z)LQ1 V SOL) RE d�N , Of r u� od I tq9 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: y ❑ Shop drawings p Prints ❑ Plans ❑ Samples ❑ Specifications ` ❑ Copy of letter ❑ Change order ❑ _ " _ 'C'y, +:rTw-+'t.Y+.��.'h_ tt`;9F�1'� •! : �*'.!�'-�'Fr,.��; •;i tX{v )n:J> - er— sheet c fWAA ro I l a/L * v Ctrl - �' ► C © C� n • �er�'rF� c orx THESE ARE TRANSMITTED as c cked�lbeI CO L)n ,rte y�Ila P �� ` ❑ For approval ] 1�Ll�A v mi 1at 6 ❑ 5 iR L approval �� ted ies for l �l � as nb%M5 A it �' 1�%i for distribution ❑ As requested Clh Lr for corrections ❑ Return corrected prints ❑ For review and co Ian �❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: H enclosures are not as noted,kindly notify us at once. Bunch, Connie From: Ruthie Love <ruthie.love@thomasjmccarthy.com> Sent: Friday, July 10, 2020 3:32 PM To: Bunch, Connie Subject: to apply for a CO Hey Connie, I hope you don't think I'm a pain in the butt@ I just want to make sure I'm submitting everything properly. For a CO I need: Final HD approval �i Lead Solder Certificate � � -'-4 Final Building inspection ---4 Final Electrical inspection -----t Final Survey-Does the pool fence need to on the final survey? — What is a sewer disposal s9 form? Do I need? Please answer my questions and let me know if I'm missing anything. )nJ Q 1— .T&W& you, Ge-c-e)p4, X McCarthy Management,Inc. 46520 County Road 48 Southold,NY 11971 631-765-5815(o) 631-765-5816(f) ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i McCAMW MANAGEMENT, INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT JOB NO (631) 765-5815 FAX (631) 765-5816 ATTENTION TO ,f `11 ' E -Z0r"t lidN WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ ® "p max, 0 ,}� ,'�&n, �'=�.``��'.�e`�+ *:�!�T�^""z` _ --.,k°.t�-.'s`r,".rr';= ,,_�,� *�ypi��,�yyy� , `-,�r•;F� 'S; ,,.aj,�, xs;�j``�':.. .'_'. - - -"=,= 711— - �• - '^$" "'�., t•F//r��S�y�t _�',,tr_Y.x4 _ ,i4�".:r a'^ � .=?`=4.'"IrU�B •�:'�.FF.I'+'r,§�'• 4St'i _.,,. `,•,�'? _ •^'-?.: R r V l � rN 1� `4Cie, r___ I �✓ "� u s� � Ix I 1 i i THESE ARE TRANSMITTE as cl c beSb ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Ll I COPY TO SIGNED. If enclosures are not as noted,kindly notify us at once. Bunch, Connie From: Bunch, Connie Sent: Monday,July 13, 2020 12:16 PM To: 'Ruthie Love' Subject: BP 43938 1700 Cedar Drive For the CO you will need: Final survey with green stamp for Health Dept. Plumbers Solder Cert. Final Electrical Inspection Final Inspection (John will let you know any other items you will need) And yes the pool fence needs to be on the final survey. You don't need the S-9 form but you will need an operating permit for the septic system from the Town Clerk. We don't need the receipt for that. Connie NYSIP, N6V York-State Insurance Fund 8d0RO_ ORAfEC81ktERDR,ORD I=LR, -1747 MEBALLE,NEW YORK 1 _312,9 ,j,qyslf.o6m, CERTIFICATE OF WO ._,9KER,5 ,C0MPEN$A ION INSURANCE MCCARTHY E ENTANQ1 '466k, UTE�48 OU QL-P,NY.11971, SCAN TOY PAT, AND SUBSCRIBE PO 0 0-H-6' ,i _LbffFk fCbR*fCATE'HOJLIER MCCARTHY=MANAGEMENT'INC P.O;BOX 4179 WUTIHOLD; 11911 'Sbb*6LD NY-11971 6' :—DATE_7, 061jcY PERIOD 3133fb__ ( CO,TOO� VIM020, I ,- - --I - 11143,348=9 v6� —0 -IS'- R'tflt NtW`YCi fHi§ it T-6 CERTIFY.-TE 7 t J_ $kTTHE,POLICYHQLPEf3�,MME 0 AB VL t( _�PoLjo gb---1 'OBLIGATION �OF THIS OLICYHOLDt -Covtmisid tkE' ENTIRE _y OEM- . -.96T _NPERT-T--NEW WOR COMPEhSATIbN LAW NWfk :FiEdPtd-T_,`!fO ALL- _HE.I - VWOR�ERS' kK_-EkCtt!- AS -.INDICATED 'E WEMf;Qqs7'iN'-THE-9TATL.,_O, LOW.--'AND,lVWth:,FitSO.tdt�,TO'OPtwl, 'k ; - - I- [N`-THE-STATE; THE f9LIUYH L 6LDtkt� EW Y0_W`$TAj"E-,,,Emm6ffi,, �but;SIDEOPAEW 8 ojy-oY. A A ObLid*," Jf��-qMPk0Tz0J Wk0,jjFj9A 0o*kkGAkoh4d SAID !WbLtibtkr;ANY NO'nFICA-nON.OF�,CANCE[4�.XU4NSI zORMNAll M,-_V_MIT9Q_UWV,_g_sS, "AT'k W_- DATEMB&ZERT1 NEW, AM "ISNOT"ABBE 'THE _b CAMONW- == TH1S t?OLICY'DOES NOT;�YQMSTATE--NSYRA -_FUND� -U lkglk, ._,-,MftNf VFAILUI��SIJOW-KOTIJM -F M$�FORSUI-TS'--THA -K t- fF'J!-'5E'-"R-P-M,PQQILY_- '_'IN j URY SUFFERED BYTHE-'OFFICERS OF THE INSUREDIGORPORATION.—_ THOMASO MCCAkTI4y —CERTIFtCATELIS--189-UtD-.-As-A -MA'- 'Trtk--bO,"fif6kik - TION ONLY AND CONFERS', NO ,;RIGHTS MRANSURMCE, .CERTIFICATE ;DOES146t AMEND "(TEND, OR ALtEk, 4614-- CERTIFICATE - -HOL_DEP, THE-,POLICYHOLDER UNDERTAKES: tH4:04k E546t: k CALENDAR 00*E' bF'MY 0A46E",TON�O=THt'p6LICY. NEW YORK STATE:INSCEFUND DlfT_QTPRlNslURANCE,FUND UNDERWRITING VAUDATION,NUMBER:-'53730,4289, U-26Z _it;zg<,5•v-,:;`® _ -' ;;•••" DATE(MMIDD/YYYY) Acpgs?: CERTIFICATE OF LIABILITY INSURANCE _ - - '- 6/24/2020_ 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 I' REPRESENTATIVE-OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:-If tfie-certificate bolder-Is,an ADDITIONAL INSURED,the'policy(les)must haveAD01TIONAL'.INSURED:povtsions o�tie"e�dorsed, `If'6UBROGATION IS WAIVED,subject to the terms and conditions of the policy;;certain-policies may require an endorsement. A statement ori _this certificate does not confer_fthts'to the certificate holder In(leu of such endorsemenf(s)� PRODUCER - - - - - - _ - -- --- 'NAM •'=--=-_=' - - SA Genatt 3333 New Hyde Park RoadMAIL Y Mau:- - Suite 409 '1 UO ES3 .New Hyde Park NY 11042 - =�`ipsuRER s aFFORDING"covERaGE- _ -__— _ _ NAlca INSURER A:-Southwest Marine_&General Insurance;Cam an ,_ '_ 12294 (INSURED -- - -- - --- - 'MCCAMAN-02 iINSURER B:— --_ ----- >-- --- - - _ McCarthy Management Inc. - --- -- 46520 Route 48 - --- - - --- - - - �i Southold NY 11971 r -- -- --- - - --- - I ASURE112:- - --- . INSURER - New York State Insurance Furid Workers'Compensations&Disability Benefts Specialists Since.1914 8•CORPORATE-CFNTER DR,,3RD FLR,,MELVILLE;-NEW YORK•1,1747-3129-, - va T CERTIFICATE-OF WORKERS' COMPENSATION INSURANCE (RENEWED) - - %.0 - ^^^AA^ 113125165 MCCARTHY MANAGEMENT INC 46520 ROUTE 48 SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MCCARTHY MANAGEMENT INC TOWN OF SOUTHOLD 46520 ROUTE 48 P.O. BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11143348-9 6391 03/30/2019 TO 03/30/2020 6/6/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1143 348-9, 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:/IWWW.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. THOMAS J MCCARTHY 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 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER. 198345219 U-26.3 r REScheck Software Version 4.6.4 Compliance, Certificate Project Paskewitz Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 2,342 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1700 Cedar Drive Anthony Portillo Southold, NY 11971 AMP Architecture PLLC 15400 Main Road Mattituck, NY 11952 716-572-4741 aportillo@amparchitect.com e e • UA trade-off Compliance: 13.7%Better Than Code Maximum UA: 285 Your UA: 246 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly r Cavity Cont. U-Factor UA Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,294 30.0 0.0 0.033 43 Front(West)Elevation:Wood Frame, 16"D.C. 549 20.0 0.0 0.059 25 Orientation: Front Front Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 102 0.300 31 SHGC:0.31 Orientation: Front Front Door: Solid 20 0.180 4 Orientation:Front Right(South) Elevation:Wood Frame, 16"o.c. 554 20.0 0.0 0.059 30 Orientation: Front Right Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.300 13 SHGC:0.31 Orientation: Front Rear(East) Elevation:Wood Frame, 16"o.c. 605 20.0 0.0 0.059 31 Orientation:Front Rear Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 68 0.300 20 SHGC: 0.31 Orientation: Front Rear Doors: Glass 18 0.310 6 SHGC:0.32 Orientation:Front Project Title: Paskewitz Residence Report date: 06/06/19 Data filename: C:\Users\Engineer's Computer\Google Drive\AMP Architecture\Private Jobs\01_Client By Page 1 of 2 Name\Thomas J. McCarthy Real Estate obs\13askeclitz_1700 Cedar Drive, Southold-052819\05—Construction Documents\Paskewitz Rescheck.rck Gross Area Cavity Cont. Perimeter Left(North)Elevation:Wood Frame, 16"o.c. 603 20.0 0.0 0.059 33 Orientation: Front Left Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.300 6 SHGC:0.31 Orientation: Front Left Door:Solid 20 0.180 4 Orientation: Front 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirergepts listed in the REScheck inspection Checklist. A46Ay A 6-io- Name-Title Signa U AI?C Date M. p G�49 O N� s 0374y y0� �oF NE`s 5 Project Title: Paskewitz Residence Report date: 06/06/19 Data filename: C:\Users\Engineer's Computer\Google Drive\AMP Architecture\Private)obs\01—Client By Page 2 of 2 Name\Thomas J. McCarthy Real EstateVobs\Paskegitz_1700 Cedar Drive, Southold 052819\05 Construction Documents\Paskewitz Rescheck.rck �( 2015 iECC Energy Efficiency Certificate Insulation Rating RValue Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 0.00 Ductwork(unconditioned spaces): Glass&Door Window 0.30 0.31 Door 0.18 0.32 CoolingHeating & Heating System: Cooling System• Water Heater• Name: Date: Comments te FHOSE.FUEL. 58.0' sultole co�eer LCost Iron ocking Cover SCDHS REF.# R10-14-0018 SURVEY OF PROPERTY stopper end plug FINISHED GRADE N AT BA 'VIEW EL 56.0 FINISHED GRADE /EL.56.0' EL.55.0' E. a masonary chimney TOWN OF SO UTHOLD 53.0' 6'MIN. _ SUFFOLK COUNTY N. Y ,2- clean out I.E. 18" I.E. m m m 1000-78-08-17.1 / Iyj] p • 52.8":6' 52.3' I.E. 1000/(J—OU-17.1 1/4" per foot min. pitc 1/8'per foot min 51.95 m m a min. 4" dia. pipe pitch min. 4'dia. pipe m m a class 2400 pipe or equal 4- class 2400 pipe or equal ( m m a min. :.... .... ..... ......... .....:. 0 m m 0 ® e9 m m a 3' MIN SCALE. 10-40 3' MIN mom � o � m m m COLLAR 10' DIA 2000 GAL.PRECAST COLLAR m m m ono ® IN m m SEPTIC TANK - °m 0 R5 ® en em eD AUGUST 28 2007 0 m 0 ® ® es r9 en m MAY 23, 2014 (RENIS/ONS) 4' LIQUID DEPTH a m m M ITS ITS en en m s m m 0 m e � m m m � N mm0 oemmmm m SLATE OR OTHER STOPPER END – APR/L 18 2019 SUITABL COVER OR PLUG � e m m onEn En In ED M ® e9 m m m b 0 0 mm025 in en esenm e [a m m 05 en es em en m _ 8'0 ! O Iv rn LEACHING POOL SEWER PIPE W `\ SAND SW \ 3D' ELBOW 60 LESILE/M TONGE \ DWELLING \ DIG DOWN 80 TO SAND (SP) SAND WELL / REMOVE MATERIAL AND SW BACKFILL WITH SAND (SW) / 0 WYE IF CLEAN OUT DETAIL (SAND SP) N/o/F NTS ____ M & K KAV4MARIS SEPTIC SYSTEM DETAIL - DWELLING RAIN RUNOFF CONTAINMENT.• "'S ,- '' -�,,,,`` wELL 1�o'+ CMF PROPOSED HOUSE EL 54.0' CMF PARTIALLY 1294 SQ.FT X 1 X 0.17 = 220 cu.ft. UNDER ROOTS 220/42.2 = 5.2 VF N 19.19' WE— �� N/o/F \ I PROVIDE 2 DWS. 80 X 3' DEEP 4.27 L 56.0' `�\ RICHARD A CAVALLO DWELLING PROPOSED SEPTIC SYSTEM N o F J� S,c•40�30. DWELLING (6 BEDROOMS) BLUMIN&RAMSEY V10y� K 1-2,000 GAL. 10'0 X 4' DEEP DWELLING ,J�' �� o �Y ED C Y PUBLIC WATER Q�� "IVGf oR OF/'AVFN VFN(/� 1-80 X 16' DEEP LEACHING POOL T, R �9°�' 4� TEST HOLE DATA Q� a ;4 S a, DWELLING PUBLIC WATER EL. 59.0 � a� 0' 400.00,cF \ \ � 400 00, PIPE TH _ %A? /Y \ \ EL 59.0' O,y BROWN LOAMY SAND SM ry co ^a• 2Op £o A0- EL 51.9' / "6 HOU ' v \ eU/ DILAPIDATED Ste,9 \ , 3' EL 53.1' REBAR L° / FD/ZOOMh _ _ \G S FR. BLDG. j A /^r\�A Q / PALE BROWN SILTY SAND SM \ \ O \ s \ o DW \ EL 58.0' \ " 3s' \ \ Excavation Inspection Requited- --- UP 2.2'W \ �� UP s�a4 , \ \ For Sanitary System \ \ PALE BROWN FINE TO MEDIUM SAND SP 030 £ \ By Health Department \ ^o II \ S00• N• 42' ^ 4 \ � Qo .� \ � s N/0/F N/O/F \ C & R HILARY �--�, J & S PICKERELL SUFFOLK COUNTY DrPAPTHEMT OF HEAD..'' SERVICES \ DWELLING DWELLING WELL PUBLIC WATER PERP41T FOR APPROVAL OF CONtSTRUCTION FOR h. \ p ZN DWELLING CMF SPNGLE FAP"ILY Pr.GIDCE ONLY 30' o� PUBLIC WATER \ '\ ROOF JUN 2 1 2014 I —v '` 421.28, . 1.3' HANG 2 OVERHANG Y ,\` DATr. .. _�F'. . I I.:f tact. P/0 . KE a ,,�T r+ '! EL 56.2' . © = REBAR \, f" l NIAxshfi ht OF R ® = WELL `\ r " r- t EARS FROM DATE OF t,Pi /' ROVAL C & OHILARY i \ E,{�I}`�E- VACANT ® = STAKE / ® = TEST HOLE DWELLING \' ® - PIPE PUBLIC WATER \ ,\ / 0.! i"c :Veto MAY 3 1 2019 \ ' UN 2 7 (�,�f7 ! = MONUMENT .;31 O = WETLAND FLAG Ul MM-, = U77LITY POLE \ "°^IF �. R a ELEVATIONS REFERENCED TO AN ASSUMED DATUM ``\ \ ' ��OC h3;R6FI �,O' sr.. ., L_ . I am familiar with the STANDARDS FOR APPROVAL AND CONSMUC77ON OF SUBSURFACE '►°' CMF W SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth thereln and on the perm/t to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS <111 AND OR FROM DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE ' IS NOT GUARANTEED. "' N. LIC. NO. 49618 �.;�.. PECONIC.-SUR VEYORS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW AREA= 1.2048 ACRES (631) 765-5020 FAX (631) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE RAVEL ER STREET o7-175 IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 2JO 7 LD, N.Y. 11971 07--175 ,i l S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 8 LOT(S): 17.1 DWELLING / WELL / / N/0/F ' M & K KAMAMARIS DWELLING WELL 150'+ ' \ � EL 54.0' z CF R PARTIALLY— / ~ UNDER ROOTS o \ / N O F / L 56.0' / RICHARD CAVALLO DWELLING WELL N/O/F BLUMIN & RAMSEY t DWELLING PUBLIC WATER // �,� �e� o o S,00 A►�MEy jT�% VA DWELLING DWELLING PUBLIC WATER TH EL 59.0' \ / oz ST N/.0. `O X63• \ \ \ / � 70' F• m DW \ � �`ti MIN• S3'/ �OUNO 90. \ \ l can✓qN 00'VN \ \ / EL 51.9' O.e.1.412VO 3)30.,0 \ \ l n / EL 53.1' REBAR LP or EL 58.0' 1�- I UP 2'2'W 3.2'S cic� ti 7po3O„W �� 1\. ® r I y 1aN/O/Fo N/0/F J & S PICKERELL C & R HILARY FOUNDATION LOC. JAN. 10, 2020 DWELLING i DWELLING PUBLIC WATER 42128 1 Mo WELL 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS o� AND OR DATA OBTAINED FROM OTHERS I � AREA:52,479.38 SQ.Ff. or 1.20 ACRES ELEVATION DATUM ASSUMED I / 30' / UNAUTHORIZED ALIERATON OR ADDITION 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY , w 1.3' ROOF MAP NOT BEARING 771E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN / ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON OVERHANG LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777UTION, GUARANTEES ARE NOT TRANSFERABLE. N/0/F THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TD THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TTI MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FEN= ADDITIONAL S7RUC7URES OR AND OTHER IMPROMEMEN7S EASEMENTS _ / C & R HILARY EL 56.2' AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TME OF SURVEY ) - VACANT SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MEGHAN MCDERMOTT MAP OR McCARTHY MANAGEMENT; FILED: SITUATED AT: BAYVIEW i JAN 1 3 2020 TOWN OF, SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC - SUFFOLK COUNTY, NEW YORKf Professional Land Surveying and Design P.O. Hoz 153 Aquebogue, New York 11951 ,rr FILE $19-170 SCALE-I"=40' DATE: DEC. 02, 2019 N.Y.S USS NO. 050882 PHONE (831)298-1688 FAS(881) 298-1688 I S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 8 LOT(S): 17.1 #R10-14-0018 / DWELLING � WELL —c M & K KAMAMARIS DWELLING 9DI WELL 150'+ \ \ EL 54.0' CMF \ PARTIALLY-- UNDER ARTIALLY\UNDER ROOTS \ \ RICHARD A CAVALLO / EL 56.0' \ \ \ DWELLING \ \ � N/O/F / �b ® six WELL BLUMIN & RAMSEY .5's DWELLING �"cv ICO\ \ PUBLIC WATER pF PA RY / 4V _ ODPoVNO�C� 4 7004 �MENT I��NjT� W Wu \ \ l DWELLING heeDWS 4 4 PUBLIC WATER EGRESS STOOP j'WOOD SfiC S/OOP 0.6' WINDOW DW / �c� ' IST •µN,l?0,.•�0 / STK ORNN � 305'y S,g^•.''�_$�,�M•... ?�Z \ \ \ / �L 51 9' ---30�'` �8: DL,fa�91 SCB�G A�o�Q 1 2000 CAL S.Lp � ro / f EL 53.1 REBAR (1)8'0x16'DEEP P. 3 S _ c AUG - 5 2020 k� s. ' SN ADW; EL: k EL 58.0' UP 2.2'W GAS 4030„ ;\ 4'Y, �k GATE ouo,�, L/lYipf�c f 4` ppOL y —, ' UPDATE 07-18-20 N/O/F otfp 4 N/O/F FINAL SURVEY 05-21-20 J & S PICKERELL �cfALo / C & R HILARY FOUNDATION LOC. JAN. 10, 2020 DWELLING I NO VNfy DWELLING PUBLIC WATER 421 2.6'N WELL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM RELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS. ti AREA:52,479.38 SQ.FT. or 1.20 ACRES ELEVAnoN DATUM: � � / 30, / UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY O MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN OV/ ROOF �r7 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION OVERHANG LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE / N/0/F EL 56.2' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES; ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS / C & R HILARY S„X AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY VACANT SURVEYOR DESCRIBED PROPERTY 1" I ` CERTIFIED TO: JACQUELINE ZEIDE TATELMAN; MAP OF: ( I `' SCOTT ERIC TATELMAN; / FILED: _ ALLSTATE TITLE AGENCY, LLC; It SITUATED AT: BAYVIEW 'I TOWN OF: SOUTHOLD j SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design ' P.O. Hoz 153 Aquebogue, New York 11931 Fl� 19-170 SCALE:1"=40' DATE: DEC. 02, 2019 N.Y.S. LISC. NO. 050882 PHONE (631)298-1668 PAR (831) 298-1588 I. Ii I S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 8 LOT(S): 17.1 4- #R 1 0—LMP 0018K OpUNr-e CEPARTMENT OF HEALTH SERVICES DWELLING APPROVAL OF ,"I k;LICTED WORKS FOR Y WELL A SINGLE a-- `-LY RESID INCE M & K KAMAMARIS ± Oat.JUL 3 1 2020 H."Ref.No. -_j DWELLING WELL 150'+ The smge dspwal wo`mater supply faciffties at this 90mti0n hm been ® / lnsWW artDr autfied by thisbepsOr A61er�e a4 to /4,4 be ct®ry FORA IiAI� F, \LL EL 54.0' --a C) O CMF \ e M PARTIALLY\ / L y / o� UNDER ROOTS \ \ \ N/G/F Craig Knepper' P.E. Chief f j / \ \ RICHARD A CAVALLO Office ®f Upas 9 0 / EL 56.0 \ \ DWELLING \ \ � WELL N/O/F / �b Enc. \ BLUMIN & RAMSEY DWELLING / A,) 00k PUBLIC WATER / ,; P SmEDGE OF PALM 2 0� � 0 40,3 „ \ Q / �✓ w WA �A sib DW 0 E \ \ll Q�� I DWELLING AUG - 5 2020 ,<{, / cF 40 PUBLIC WATER / �4� � �^o s'?,_�. i�8 6s f'wm BUJIDING DEPT. 0 0 ,� ___:�v/avoaw DW 0 \ \ °I"C��.'�, .;'r•�6 •,-s ,,F v Qlct 6 \ - Snc DRm / EL 51.9' U, 2000 GAL S.T. w'i';:";:e;'•i.}:.::. c�' N / EL 53.1' REBAR (1)8'0xl6'DEEP LP. :;•.;::3 : :.: / six 5' -i6Y snc .::'::. ..�k ADW j k `.: EL 58.0' UP 2.2'W GAS 3.2'S Sr ZEop PoOL �tq N/O/F ` a N/O/F FINAL SURVEY 05-21-20 J & S PICKERELL ' C & R HILARY FOUNDATION LOC. JAN. 10, 2020 DWELLING DWELLING PUBLIC WATER 427 28, ! o WELL THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL M' LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS o"I AND OR DATA OBTAINED FROM OTHERS. ?�• six AREA:52,479.38 SQ.FT. or 1.20 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL7ERA770N OR ADD17ION 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCAAON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN / 1.3' ROOF ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU770N OVERHANG LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE / N/0/F EL 56.2' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INMVDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC71ON OF FENCES, ADD17IONAL S7RUC71RES OR AND OTHER IMPROVEMENTS EASEMENTS C & R HILARY Sm AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 17ME OF SURVEY I VACANT SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MEGHAN McDERMOTT MAP OR MCCARTIIY MANAGEMENT; FILED: SITUATED AT- BAYVIEW / TOWN OF. SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Boa 153 Aquebogue, New York 11991 FILE #19-170 SCALE 1"=40' DATE: DEC. 02, 2019 N.YS. USC. NO. 050882 PHONE (891)288-1688 FAX(891) 298-1588 51TE LAYOUT NOTES: a: 16- TEST HOLE r�)ATA 1. THIS 15 AN ARCHITECTS 51TE PLAN $ 15 UJI SUBJECT TO VERIFICATION BY A LICENSED a. < SURVEYOR. THE INFORMATION 2 UW1 a >- Z EL. 5C1.0 N/O/F < 0 -1 w a. uj REPRESENTED ON TH15 51TE PLAN 15 TO THE U- = - N C> 0- ARCHITECT'5 BEST OF KNOP4LEDOE. 0 != < EE 0 W �: = C> Cn = BROM LOAMNr KAMAMAR15 2. 5URVEY INFORMATION PqA5 OBTAINED �: " d = �2 W LU _j �- W W r�)NELLINO FROM A SURVEY DATED APRIL 16, 2011 UJI 0 SAND SM AND PREPARED BY: a- < 0 R-j 60- >- < PECONIC SURVEYORS, f='.C. W =) >. Z Cr < D N/C/F Z p- PALE BROM EL= P.O. BOX CIOCI LU 0 1-- C-) BLUMIN 4 54.0' 5OUTHOi2D, N.Y. 11cl-71 W M CAI Q SI LT*r SANF,> SM N/O/F cl: i,- K k= TELEPHONE: (651) -165-5020 < C) Z < = RI CHARr�) A Z Z < 0 < M -1 2 < 00- EL= C)o CA\IALLO W -jo < DNELLINO S7, PALE BROM FINE W < = uj �: PUBLIC NATER of DNELLINO L6 < 0 Cn TO MED I UM SAND SP zw �,_ o NELL W �� LD 0�- Ei 0a)) 42 ZW < n QW- UO- "NO VqATER ENr-..OUNTERED** All W= a. uj < VX51 cn (n < Z Z ILL, Z 0 �C- 141 - ) < rwj 0 CI) W d'- CL ILL W 0 �: W W W D LU �- W a 0 V = Cr. CW U PNELLINO Z 0: A / TEMPORARY 14d PUBLIC-, INATER F- < F- S (L C 7 ,0W1;tETE HA5HOLrr AREA 0 &X4' C�0�77� ON TEST HOLE 6, STOCKPILE LOCATION STORA&E 16 S7* V AREA 1,000 S.F. 0 l!'Zop, E 0 S L I -40o EL= 0 .4c)30 I sbo ftk 'y DRAINAd.--INSPECTIONS ARE REQUIRED Contact/�S Engineering at 765-1560 before LLJ cr_ Backfill OR Provide Engineer's Certification that t7a drainage has been installed to Code. 0 W N/O/F 1-1 � 5 N/O/F PI CXERELL DNELL I NO HILAR-7' < FUBL I C, NATER DNELLINO NELL 0 (7- EROSION &SEDIMENT CONTROLS N/O/F U) Shall include but not be limited to: A well maintained Construction Entrance, HILAR)" Wire Backed Silt Fencing, stabilization & oils. EL= 41 Seeding of exposed and/or inactive s V1. \/ACANT C%20 TORMWATER MANAGEMENT 01. �11 0 OP No V Q1. 0A APPROVAL OF S pt CONTRO N T n ode er 236 r-1�1— M� 1W � %,I Date' V-. A p 51 TE PLAN % —0 50'-0" X7 A X10 !V DRAINAOE S"I'STEM CALCULATIONS LOT 0OVERA C-DE —C HOUSE DE-,KS (PROPOSED)= 1,646.5 ScL. Ft. % LOT -7 2-7l.cl 646.5 S(:�. Ft. X 0.1 DF-50RIPTION AREA COVERA5E j ;1K., 2aO/42.2= 6.6 VERTIC.,AL FT. OF a' DIA POOL REMIRED K X M TOTAL LOT AREA PROVIDE (2) a' DIA. X 4' STORM DRAIN FOOLS ag . 11.1 0.2 ACRES) PROJECT: L5 PROPOSED HOUSE S.F. PASKEWITZ 2.5% M RESIDENCE DRAINAOE S`rSTEM CALCULATIONS PROP05ED DECKS 210.5 S.F. 0.4% �pA 100 DRI\/EVqA**1o' (PROPOSED)= 1,425 ScL. Ft. PROP05ED 5CREEN-ROOM WE �1 0 IeAO 142.4 S.F. 0.5% 1,425 5cL. Ft. X 0.1-7= 241.� 242/42.2= 5.7 VERTI r-.AL FT. OF 5' DIA POOL REaUIRED TOTAL AREA OF ALL 5TRUCTURE5 1646.5 5.F.�D 5.1% 1700 CEDAR DRIVE SOUTHOLD, N.Y. 11971 PROVIDE (2) a' DIA. X 5' STORM DRAIN f=00LS MAXIMUM COVERAOE ALLONED 20% DRAWING TITLE: 61 ;7. �,4 IF' 0 1/6 9� STORMWATER MANAGEMENT /;V, -M 1�)R"rNELL/DRAINAOE 5TRUCTURE NOTE: Area of Construction Includes: CONTROL PLAN -FARATION 15 Ncv4 House A MINIMUM IO' SE PROJECT DATA REOUIRED BETNEEN NATER 5F-R\/I0E . . .. Air Ncv4 Decks Sunroom LINE/LATERALS/MAINS/5EPTIC/LEA-r.HINO Extent of C.,on5truction: 1,646.5 sq.f t. :Ai ENER AND THE EDOE OF ALL 141M, PAGE: 2 STORMNA7ER 17)RAINAOE LEACHINO Z .: W.Kir -7 STRUCTURES Extent of Land Disturbance: W. A A a s N 14,005 Vf t.+/ SW-100 Including Structure, excavatinc3, Septic. LEADER NOTE: DATE: 6/13/19 1 OF�2� CONNECT ALL LEADERS 00MINO *TO BE CONTAINED BEHIND SILT FEN(fIN -1 F FROM OUTTERS 70 NEARE5T 'l- ji :�i:. 500 ' OF 51 TE BOUN17�`AR)00 NTS Q w 2 aF- pp � Q p Wp z j uj CL W LL 0 a- Lu ON � = Y w 50' MIN. Ww � aw BUT 5UFF I C I ENT TO KEEP o z3: N SEDIMENT ON 51 TE aa. a a >_. a = = p >. Q = U WmxZLu � HAYBALE5 AND OR 51 LT FENG I N5 Q o zQ x a zz cava W J � Qcr QC) wQ = wui xx ,LE- x " pozw0 zQ0 0m � W JU. cr- W O o cr J U Q Xu a Wm x Q Q w z < F- QQpo rC� TC� O WwWaWV 8" THICK REINF RCED CONCRETE 24" DIAMETER CASSTM wwpIRON p x N 0 0 RATEO� v � TRAFFIC BEAR NO c�l AR z �N � a � Fx- Zaa. � IL— GRASS SHOULDER AREA TYP. cj to ci } T-UJI .:...:.:...::.. :..:.......:. : E CONSTRUCTION ENTREANGE-FOUNDATION OF GOMPAGTED Oz 5/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL TO 18" (MIN.) ABOVE EX 15T I N5 5 RADE FOR DRA I NAGE HATER 8 DIAMETER X 4 DEEP PRECAST CON CRETE LEACHING RING. MIN. DIAMETER M1°" TEMPORARY OON5TRUGTION ENTRANCZ. GLEAN SAND 4 GRAVEL FILL — SCALE: I/4" = I'-O" TYP I GAL 5F.GT 10N ® LEA0HINO POOL SCALE: 1/4" = 1'-0" w D: M F- U w F_ 18' MAX. G. TO G. U J tLm 0: t O a t 1 .... ... ........... .... .... .. .. ... .... ...... ... .... ... ... .. ........:... ... : . F - I . � tusl- . lO .. .........:. i.. I.........:....:I : EEMBED FILTER CLO — -- 'FT......:.....:.....:......:.....:....:.....:....... ........:....:..................:.....:.....:....:.....:....;.....€.....€........ MIN. 6 INTO GROUND , _ — —w—��-----------------------------� -- MI 4 -- ...............:.. 41 4- NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET 5 I LT FENCE DETA I L5 SCALE: 1/4" = 1'-0" 8" THICK REINF RCED CONCRETE 24" DIAMETER CAST IRON Fic ME GRASS SHOULDER AREA TYP. J AN SAND SHOULDER AREA TYPICAL ,..,. I TING ASPHALT ROAD ..... RADE . . .......... ..... ... ......... .::.:. .... FILTERTH .: ... O . ;.:.... PROJECT: .:..:.....:.::: ...: ..:.::::. No :. PASKEWITZ HATER V DIAMETER X 4' DEEP PRECAST RESIDENCE CONCRETE LEACHING RING. UNEXCAVATED SOIL Z MIN. DIAMETER MIN. GLEAN SAND a GRAVEL FILL I ` 1700 CEDAR DRIVE SOUTHOLD, N.Y. 11971 TYP. LEACHI115 POOL. @ DRIVENAY ` E DRAWING TITLE: - 50ALE: 1/4" STORMWATER MANAGEMENT CONTROL DETAILS CLEAN GRAVEL FiLL FRENCH DRAIN DETAIL PAGE: SCALE: NTS SW-200 DATE: 6/13/19 2 OF 2 l W 1 H U Q LM F3 J Z w -> o W W ULL -� J O O °� O O O .J N N N H ;n- 0 O O d O N O O O W cl N M ` 0 �QlC FtEDA "Co '-4 i© 037403ypQ' ..��'•.��3." ref° SCJ OF NE OF PROJECT: PASKEWITZ RESIDENCE ARCHITECTURE ANTHONY PORTILLO, R.A. LEED AP xT. t - - .*i'ib'=ri'•.� .:Lw :Yti..o:.wrla.x ..ode, 'n'aW" ;..y n �- .Afnn n l„...,+ : --. - .'. F. u � .',.. �.,n. .'. .a ,•.Wlirv'++41MmWiVZ...�wi+-+'�+sMria.-,ywt -.. .. ._ - . ..:- -� rR,'. ,.�- ,.�-„sw.;'a:.-..+r..�,..w »wiv-w�rs.�.ow+.n� �.vFv.c.k•.tiw..�rr.�r�%ws.'.«w+.a�g�.,,:.w�-wvw�nr.�a>rr.•.-w4c.w�w�r.»w....-nww'—rxwwia«r. _ s.»Ww'.a:,�ww_-� ^'s 1 DAR DRIVE Y 700 CE SOUTHOLD, NY 1075 FRANKLIN"VILLE ROAD 204 25TH STREET, SUITE 203 DRAWING TITLE: LAUKEL IV Y. 110488 BROOKLYN , N .Y. 11232 TITLE PAGE LLC U:52'.6- -214-0160 0 PAGE: T-100 2 2020 DATE: 06/24/20 1 O 10 I. ALL CLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. PA(5E <E� NOTES � SPEC I�I GTI ONS CARPENTRY 2. 6LAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FA(5E IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8-15) UNLESS 2. OLA55 DO ARE PROVIDED. OTHERWISE NOTED. - To6ETHER AT ALL TIMES. IT IS Also THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, INSULATION FENESTRATION REQUIREMENTS �"- I QQ TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED I�IITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN 3. ALL SLIDING 6LAS5 DOORS,SKYLIGHT, AND ANY CLASS UNIT INSTALLED 8 MIN. FOUNDATION EXPOSURE. WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, - UNLESS OTHERWISE NOTED. - CENERAL NYSEGG 2015 TABLE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COMPONENT PROPERTIES COMPLIES 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 4 ALL 6LAS5 UNIT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH R402.I.2 APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSUL FL ON. SIZE HT SILL TO BE (2) I x6",UNLESS E 2"xb" MANUFACTURER'S SPECIFICATIONS. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - - - -- �c- I ®® ® I 2. ALL NST , CONDITIONS, SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4 AT FLUSH FRAMING USE 16 GAGE METAL JOIST HANGERS BY "TECO" OR 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE R-21 CAVITY INSULATION MIN. R-20 AS PER ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING ENCEXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NY5 YES GENERAL NOTES ENERGY CONSERVATION GORE. 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. ENERGY CODE - ZONE 4 STRUCTURAL DESIGN CHARTS 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR NYSEGG 402.1.3 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES AND AUTHORITIES HAVING JURISDICTION. LEAKAGE 0.30 CFM/SF U-FACTOR=0.35 MAXIMUM 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AIR LEAKAGE=0.30 CFM/SF - -- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. A-200 HOLDOWN ANCHOR BOLT OF THE OWNER/BUILDER U.O.H. MIN. R-4q AS PER TABLE -1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 CEILING R-VALUE R-4q INSULATION 402.1.2 OF NYS ENERGY YES STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHOULD BE GUARANTEED 13Y THE MANUFACTURER FOR A PERIOD OF 5 YEARS. CODE - CLIMATE ZONE 4 SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. STRUCTURAL DESIGN LOADS WITH THE WORK. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - ---------- ----- -- ------------- ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE MIN. R-30 AS PER TABLE 6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE q• '�I- WOOD SILLS AND WOOD IN CONTACT WITH MASJNRY/CONCRETE TO BE P.T. OOR R-VALUE YES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH R-30 INSULATION 402.1.2 OF NYS ENERGY (-�QQ,Q I SITE PLAN UNLESS APPROVED BY THE ARGHITEGT/EPdGINEER. THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPECIFIED. THE CODE - CLIMATE ZONE 4 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT/ZONING DATA •1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND E&RE55 ON PACE A-1. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND - - BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS REQUIRET4ENT5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT WHEN 8. DRY WELLS AS REQUIRED 8Y STATE AND LOCAL CODES. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE APPLICABLE. TEMPERED GLASS. - FOUNDATION PLAN q. DO NOT SCALE DRAWI 5,WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. NAILING AS PER FASTENING SCHEDULE ON PACE A-1 AND GLUED, U.O.N. PLUMBING DETAILS CERTIFICATES,10. IFICABUILDER ARE 'SPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) EJJ TES, CERT. OF :GUPANGY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR SYSTEMS TO NYS PLUMBING CODE. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. J� 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT J"t- FIRST FLOOR PLAN U PERM155ION FROM THE ARCHITECT. W UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. 3. ALL WATER PIPING TO f�AVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS , AND AT BASE OF VERTICAL WASTE PIPES. SECOND FLOOR PLAN II`_ J RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS -_-____ EXCEED 6'-0" AND AT EVERY 6'-0". 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 11511 PER WINDOW SCHEDULE U J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. FOOT' 7A5LE R501.1 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE - Q 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: .O I ROOF FRAMING PLAN 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL AL2 - ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL D15H WASHER.........................................2' RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRE55ED IN FA5TENING SCHEDULE AS - KITCHEN SINK.......................................2" _ _ - -- SECTION A & DETAILS NECESSARY. - LAVATORY..............................................2" BROOM GLEAN. STRUCTURAL MEMBER ALLOWABLE DEFLECTION - SHOWER/TUB..........................................2' 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PACE A-2 - TOILET........................................................3" .2" LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES LAUNDRY ................................................ RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 -/� AND ORDINANCES. 16. AT "W3 ET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. - FLOOR DRAIN.......................................... " SECTIONS B,C & DETAILS 6ENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB W/ NO FINISHED CEILING ATTACHED TO RAFTERS 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ---- THE 503-GONTRAGTORYEAR 5 FOR A PERIOD OF AT LEAST ONE YR AFTER INTERIOR K6,LL5 b PARTITIONS H/160 COMPLETION OF PROJECT. 141. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING TFiROUGFf ROOF. AS PER PAGE A-2. 1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN 4 - - - - -- -- - - - 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, DRAIN COCKS AS REGV. FLOORS d PLASTERED CEILINGS L/360 ARCHITECT/ENOINEER, AND THEIR A&ENTS AND EMPLOYEES FROM AND 20. "P.T." 5PECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN - - -- - ----- ----------- ------- ---- -- -- --------- -- -�QQ.Q I ELEVATIONS ACCORDANCE wD /AWPA 022. FOR HARDWARE USED WITH P.T. LUMBER, 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED. AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INCLUDING ALL OTHER STRUCTURAL MEMBERS L/240 ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER _.-'-_ _- ...._ _._'_- WINDOW SCHEDULE THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, L055 OR EXPENSE (A) MANUFACTURER SUCH AS: HANGERS, NAIL5, 5GREH5,FLA5HIN6, ANCHOR BOLTS, q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55,D15EASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, HEALTH DEPARTMENT 5TANDARD5 AND REGULATIONS. EXTERIOR WALLS W/PLASTER OR STUCCO FIN15H H/360 ETG ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. - - - -------- INJURY TO OR DESTRUCTION OF TANGIBLE: PROPERTY (OTHER THAN THE WORK 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED INEXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: TO CONGEALMENT OF PLUNIBIN6. _ _ ________ QQ.Q I PLUMBING RISER DIAGRAMS CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY A. TRUSS J015T M I.qE MIGROLAM HEM MAY B. GEORGIA PACIFIC, 22.0E.0E 6-P LAM II. NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING GORE. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF T BE LIABLE REGARDLESS OF WHETHER OR. NOT IT 15 CAUSED IN PART H A PSL (PARALLEL STRAND LUMBER) DENOTES NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ___ -_-_ ___ ___ _ _-_ _-_ _ __ _ GAS RISER DIAGRAM A. TRU55 JOIST McMILLIAN 2.OE PARALLAM NOR ANY POTENTIAL DAMAGE THEREOF. PARTY INDEMNIFIED HEREUNDER. - - --- -- -- - - --- ALL TO BE INSTALLED AS PER MANU. SPEG.'s 16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING STRUCTURAL DESIGN LOADS - BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING, PLA,GIN6 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR AN --- -- - --- ------ _- NOTES, AND TABLES ON PA6E5 A-I,A-2, d A-3. THE FASTENING SCHEDULE FOUNDATION, CONCRETE, D MASONRY TO BE SURE THEY ARE IN ACCORDANCE P41TH THE DRAWINGS,SPECIFICATIONS, 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINC75 SPECIFIES THE READ NAILING FOR THE 5HEATHIN6 (ANY NAILING TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE USE LIVE LOAD DEAD LOAD SPECIFICATIONS ON THE FLOCK PLANS SHALL 5UPER.�EDE THE FASTENING -- -_ - --- -- -- - - AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF THE AUTHORIZATION OF THE ARGHITECT/ENOINEER. SCHEDULE). HOLDOWNS OPERATE IN GONJUNGTION WITH THE PERFORATED FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. EXTERIOR BALCONIES 60 psf 15 psf SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). 19. THE GONTRAGTOR SHALL BE RE-SPON51BL.E FOR ANY SHOP ORAWINC5 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUr0JFLOCR PLANS. 2• ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN,UND15TURBED SOIL DECKS 40 psf 15 psf _ - NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 23. COLUMN BEARING AS FOLLOWS: 5. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK 'TREATED WOOD 3 FLA.5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. q• FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LAKE MANNER. WALL w/STEEL SHIMS # A MIN. 3/4" OF NON-SHRINK GROUT OTHERWISE NOTED SECURE w/(2) 1/2 0 ANCHOR BOLT (4" LONG EXPANSION BOLT m ATTICS WITHOUT STORR6E (ROOF BELOW 3 PITCH) 10 psf 15 psf Z 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S EXIST. WALLS 4 12" LONG HOOKED BOLTS o NEW FOUND. WALLS). FOR ANY 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. � w O SPECIFICATIONS,UNLESS NOTED OTHERWISE. P05TINC o G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN6 (m MIN. 16" ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psfm z � 22. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY @I - -- -- - - ---- - - - - -- - ---- p ----- p - - WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED m POSTING,LION). 6. NO BACK FILL SHALL BE PLAGE� AGAINST FOUNDATION WALLS � O w (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE UNTIL I TIER OF FRAMING IS IN PLACE. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 sf 15 sf UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GOi'YRI6HT PROTECTION ACT OF IggO (AINGPA), WHICH HAS SEVERE PENALTIES. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. crU 5LEEPIN6 ROOMS 30 psf IS psf w Z U.O.N. WITH TOP GAPS o STEEL COLUMNS TO BE MIN.Y4" BEFIT PLATE 5" LONG P P m W 6" RISE 3 w/(2) s/4"m BOLT THROUGH CENTER LINE OF VERTICAL LE65 6.0L D WITHNGONGFOR RETE BEAM POCKETS, UTILITIES,ETC. TO BE FILLED STAIRS 40 psf 15 psf Z = CODES AND REFERENCE STANDARD: - - -- ---- - - w 0 g SET b' DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAC A-I THROUGH A-3. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. GUARDRAILS AND HANDRAILS 200 psf 15 psf 2 0 0 03 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL _ U RESIDENTIAL CODE,AND 2015 PROPERTY MAINTENANCE CODE. --__- -.-- -_ -_ --- ------_---------__-- --- -_-___-- ---- 10. ALL CONCRETE TO HAVE: AN ULTIMATE COMPRE551VE STRENGTH AT 26 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF DAYS OF 5,000 P.5.1., U.O.N. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME ASPHALT ROOFING SHINGLES ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR ATTIC --- I. ALL SLOPED ROOFING SHINGLES SHALL BE CAF-GLA5S-A ASPHALT ROOFING " P 15 psf FOR CATH. N N N CONSTRUCTION MANUAL BY AF 4 PA. II. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH SHINGLES OR APPROVED EQUAL. b MIL. POLYETHYLENE VAPOR BARRIER UNDER Q o o 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 2 SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. "ALL STRUCTURAL DESIGN GON5IDERATIONS ARE IN CONFORMANCE WITH N 4 � CODE. NOTED. APPLY CAF-WEATHER-WATCH ICE AND WATER BARRIER FROM EDGE OF ASCE '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTETtNATIONAL FAVE TO 24' INSIDE EXTERIOR WALL LINE. 3 24 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -FROM ALL VALLEYS, AND (U WALL TIE PER(3) SQ. FT. --------------------- MEG•HANIGAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. ROOF FLASHING CONDITIONS. 5. ALL ELECTRICAL WORK" TALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA cr e-I N M NFPA'10 AND 2015 INTERN TIONAL ENERGY CONSERVATION CODE. CONSTRUCTION. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. - - - ------- ----- ---- -- 6ROUND SNOW LOAD 20 LBS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. SPECIFICATIONS. ' ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 5_ NAILING OF ROOFING SHALL BE TO GODS. Ib. NO CONCRETE OR MASOIVRY WORK IS TO BE PERFORMED IN TEMPERATURES OF ------ -- --------- -- ------------ ------------- ---- DA GENERAL WIND PROTECTION CONNECTION NOTES: BASIC WIND SPEED 130 MPH 1 CONSTRUCTION;SSTD 10-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME 40"F AND FALLING,UNLESS APPROVED BY ARGHITEGT/EN&INEER. NO CONCRETE �\� CONSTRUCTION EXPOSURE CATEGORYp� �. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, b. CORROSION RESISTANT II CAGE ROOFING NAILS AND I6 CAGE STAPLES ARE SHALL BE PLACED ON FROZEN SURFACES. __________.--._-_-__.--_-._____--_._ _____- tr ;, ,; L FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED'. PERMITTED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ SEISMIC DESIGN CATEC70RY 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 'i. PROVIDE (2) LAYERS OF IS# ASPHALT E3UILDIN6 FELT UNDERLAYMENT FCR - ---- ETl61NEER. INCLUDED 23 IN THE STANDARD BUILDIN6 CODE, SECTION 06 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2:12 PITCHES TO 4:12 PITCHES WEATHERING SEVERE �` Y 16. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND WHERE ___ __-____.__-_--_._____---____.____-____ . . '9 037405 O ' 3. METAL PLATES, CONNECTORS, 5CREP6, BOLTS AND NAILS EXPOSED EVER APPLICABLE. - - ---- �F ,��`� 4�5 "f`© DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 5. ASPHALT 5HIN&L.E5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF FROST LINE DEPTH 3'-O" OF NE`s Q V� AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. THE SEALANT TO UPLIFT FORGES USING A5TM D 6361. - �S let. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" - --------- - 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 TERMITE MODERATE TO HEAVY SHEATHING AND 51DIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6YP5UM WALL BOARD HAVE bxb 10/10 WELDED WIRE REINFORCING. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. I. GYPS UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT LGE BARRIER REQUIRED YES PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING COMPOUND METHOD. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 2X4 LUMBER IS LOCATED „ „ -- - - - -- --------- - ------------- - IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 2. ALL 6YP��lJM BOARD SHALL BE I/2" ON WALLS AND GEILIN6,UNLESS 5d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16 WIDE x 6 DEEP a PASKEWITZ b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARIN6. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 3'-O-0'" BELOW GRADE. -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY DEEMED APPLICABLE. RESIDENCE 16" WITHIN 4' OF EXTERIOR CORNERS. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. 5/6", ONE HOUR RATED,TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS MECHANICAL CONNECTIONS: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER (WHERE APPLICABLE) AT HEAT PRODUGIN& EQUIPMENT TO EXTEND THREE FEET OF I" AND 3"X3"Xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL WITH AN APPROVED EQUAL PRODUCT. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. 2. THE SUBSTITUTION SHALL. MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS "SIMPSON' MANUFACTURER. 1700 CEDAR DRIVE AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. FINISH EXCEED VALUES TAPED AND 1NTS, J-BEAD5,RECEIVE THREE COLATS�OF JOINT COMPOUND.ORNER5,AND EDOES SHALL BE ALLOW 24 HOURS 3 INDICATED N "SIMPSON" S SHALL PRODUCT LI TERHAT RE. THERE MAY BE 5EVERAL SOUTHOLD, NY SITE WORK TO DRY BETWEEN GOAT. FINAL GOAT TO BE SANDED SMOOTH. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MPSON" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. VERIFY ALL CIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, ALL OPENIN65. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER -DRAWING YITLE: RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRICK TO PROGEEDIN6. MANUFACTURERSPECIFIOATIONS OF THE PRODUCT BEINC? INSTALLED. b. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PACE A-1. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER GENERAL NOTES 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING SITE. INSULATION -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARGHITEGT PROJECT/ZONING DATA STOCKPILE ALL EXCAVATED MATERIALS. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 6. ALL CONNECTORS 5PEC4FIED AS A "SIMPSON' TOP MOUNTED BEAM HANGER FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER 4. NEW AND EXISTING BACK FILL MATERIAL. ARE TO BE FREE OF WEEDS,TREE FOIL TO BE PLACED TOWARD WARM SIDE. ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. E. GENERALLY,UNLESS NOTED OTNERWI5E, INSULATE AS FOLLOWS: ELECTRICAL: - q" R-30 FOR FLAT CEILINC75 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. - 625" R-300 FOR VAULTED AND CATHEDRAL CEILIN65 TO 2011 NATIONAL ELECTRIC CODE,NFPA?0 AND 2015 INTERNATIONAL ENERGY PAGE: - 35" R-13 FOR 2"x4" WALL CONSTRUCTION CONSERVATION CODE. - 525" R-21 FOR 2"xb" WALL CONSTRUCTION - 525" R-21 FOR FLOORS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ol A-10000j. COMPLETION OF WORK. MECHANICAL.FUEL &A5: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NEPA'i2: 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE - 6ENERALLY,VERIFY OR PROVIDE HARD WIRED NY5 MECHANICAL CODE AND FUEL OAS CODE SMOKE DETECTORS w/BATTERY BACK-UP IN: A. CH 5LEEPIN6 ROOM 06/24/20 2 OF 10 B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (6ENERALLY THE HALLWAY) G. EVERY LEVEL OF DWELLING (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETGJ .................................................................... ... ..... CONSTRUCT I ON DETAILS WIND LOAD i=ATH FASTENING SCHEDULE A A N C H O R BOLT S F E C I F I G A T I O N S NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS G O N N E G T I O N DETAILS (SEE PAGE A-2 FOR STRAPPING AND NA I L I NO REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHEWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 3.2A 4 3.28, P. 112) R CORNER FOR ALL STRUCTURES: FASTENER SPEC. FASTENER CONDITION 3q^ 5/a"0 ANCHOR BOLTS ® 3a" O.G. DESCRIPTION AND QUANTITY SPACING • -- ROOF GE I L I NG FRAMING NOTES: WOOD JOIST WOOD JO I5 ^D RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER I. MIN. T' EMBEDMENT INTO CONCRETE H/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL -- - B OG INC JOIST HANGER END TOP TWO COURSES SOLID GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION GIRDER/HEADER iv 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) a-I6d COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONE=S 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FRO - - - - - ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER E-MAIL)(TO2-bd COMMON EACH END (SEE 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NO OVER WOOD GIRDER JOIST FRAM I NO FLUSH W I TH O I RDER/HEADER WALL FRAMING w T`rF I GAL NA I L I NC/STRAFF I NO REOU I REMENTS FOR TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON ( PER FOOT H Ufi�L I �T, SHEAR, I$ LATERAL WIND RAS I STANG� _ - � TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON Lu JOISTS - EA. SIDE F_- TYPICAL NAILING/STRAPPING REQUIREMENTS FOR — U UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 ;I J HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGE5 Q WALL STUD WALL STUD CONNECTION DI � D2 BOTTOM PLATE BOTTOM PLATE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON 4 PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 DOUBLE JOIST DOUBLE JOIST BATHTUB SUB FLOOR ENDJOI5T, or BLOCKIN& (FACE-NAIL) 2-I6d COMMON PER FOOT _ AT STUD TO FLOOR ASSEMBLY TO SILL • PLATE(S) CONNECTION: FLOOR FRAMING FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST END OF STRAP (WRAP STRAP UNDER SILL PL) BRID&IN& TO JOIST (TOE-NAIL) 2-bd COMMON EACH END D I - -- - ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - --- - 2 IBLOCK►NG TO JOIST (TOE-NAIL) 2-bd COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS •, _ _ 6_ d COMMON NAILS BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) FLOOR CONNECTION w/ # LPT4 SIMP50N (OR -- - - - - - - - ------ - ----- ----- - -- --- -- EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST STANDARD/ALTERNATE J015T ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER J015T KINO STUDS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAfL) 2-Ibd COMMON PER FOOT CRIPPLE STUD- _ ROOF SHEATH I NO HEA �ER -- - - NA I L I NO�STRAFf=1 NO @ W 1 NDOW/DOOR HEADER _- _ --- - - STRUCTURAL PANELS: (SEE AL50 GRAPHIC, bd COMMON b" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) TOP PLATE PERIMETER ZONE bd COMMON 6" EDGE / 12" FIELD (4" O.G. ® &ABLE JACK STUDS NOTATION: - -- - _- -- - - - - - _ - RAKE o.H) - - -_ A- NUMBER OF bd NAILS m EA. END OF STRAPPING (3.1,P. I5-1-2001) WALL STUD B- NUMBER OF SILL 5TUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.23B,P. 193 -2001) CE I L I NO SHEATHING • _ - G- NUMBER OF FULL HEIGHT KIN& STUDS - _ -- ® EA. SIDE OF HEADER (3.230,P. 193 - ALTERNATE;5.23D,P6. 194 -2001) GYPSUM WALLBOARD - - - - _ _ _ _Z GFf J _ - - D- NUMBER OF Ibd NAILS,END-NAILED THROUADJACENT KING STUD 5d COOLERS 7" ED&E / 10" FIELD TO END OF HEADER O EA. SIDE(3.1,P. 15-1 d YVORK5HEET-2001) - - - _-_- _-- - -- ca z Ij E- NUMBER OF JACK STUDS m EA. END OF HEADER (3.22F, PI91-2001) —D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATH I NO N TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION p` : TO END OF SILL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) - ---- --- --- - - H P. I5-/ d WORKSHEET -2001) STRUCTURAL PANELS ---- --- - - - - - - - - } I: bd COMMON 6" EDGE / 12" FIELD 0 ~ � -- - - - - - ---- --- - ------- --- -- -... - - - - - -- - --- cA z O WIND RESISTANT CONSTRUGT I ON GONNEGTORS j E - RD 5 - - -- - - - - - - - - FASTENING SCHEDULE B ED&E / lo" FIELD z m ROU&H OPENIN& FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS - O "1" Ili- [IN ACCORDANCE WITH WOOD FRAME O O CONNECTION LOCATION: PART NUMBER: NOTES: : —F GONSTRUGTION MANUAL 2001 EDITiONI FLOOR SHEATHING (SUBFLOOR) 0 0 0 RIDGE-TO-RAFTERS 0520 ® 21" APPLY TO EACH PAIR OF RAFTERS �, - - ---__— — - ------ _ -- _ - - - - •---- . .._ -- -- - - - �- �� o 0 0 NOTATION C f' N N N -- --- A B G D E F G 1" or LESS bd COMMON b" EDGE / 12" FIELD i� M M m � � . I RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ROUGH &BEATER THAN I" IOd COMMON 6" EDGE /b" FIELD ,p - i OPNG 0 0 0 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER „ 2'-0° 2 I I I I I I� -------- - - IIX vi N M - - - ----- 4'-0” 4 I 2 2 2 2 PLATE-TO-WALL STUD 0520 18" APPLY TO EACH WALL STUD -.- _-_ -_ - - _-- - - -------------------- -- ---_ - -- 2ND. FLOOR. WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN) b'-o" 5 I 3 3 3 3 - - - -- -_-= REQUIRE (3) 2"x12" HD - -- 5 R (MIN) APPLY TO EACH JACK STUD R� DA HEADER-TO-JACK STUD 0520 ® 12" 8'-0 - -7 - - 2.— -5 - 4- - 4 - 4 -- ' [ p.,�h% M. CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH S I DEWALL END IST. FLOOR-UNDER-BILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE "` � ,a, �. - -- cn (USE WITH 3 SQUARE WASHERS) -1 3740 •�p� T�: •j ' © F USE THE FOLLOWING OR APPROVED 5IMP50N METAL GONNEGTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. SFL G I NO OF TOI I LATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP TE PASKEWITZ SPLICE � -- - - - ---- - - -- -- TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS RESIDENCEG CONNECTION PATTERN SCHEDULE ONTI NUOUS BUILT-Uig O I RDERS, THREE OR MORE SUFFORTS FOR WIND - EXP05URE5 540 - FOR WIND - EXPOSURES B4G - ALL OTHER GASES - ONE STORY SLAB ON GRADE BErPiMN vb BUILDINO MINIMUM SPLICE _" BUILDING MINIMUM SPLICE - --CONNECTION DESCRIPTION DF:SGRIPTION 4 1/4 OF A DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) PATTERN '� ASSEMBLY REQUIREMENTS: 1700 CEDAR DRIVE - _ --_------ ------- - - --------------- S A (2)ROWS Lod NAILS a 12"Or- M 32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER P 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" OUTHOLD NY SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE - - - - - - - - ------------------------- B (3)RONe Lod NAILS O 12.O.G. � SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 16'-O" 3'-O"/3'-9" Ib'-O" 4'-0" INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, DRAWING TITLE: G (2)ROWS I/2'm BOLTS O 12'O.G.STA66EftED; DBL.a ENDS TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-O" 20'-O" 5'-O" BUILT UP GIRDER P 52- TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. HOLDOWN, ANCHOR BOLT, D (2)ROWS I/2' m BOLTS a I6'O.G. - _-- ------ ------ -- NAILING: 24'-0" 4'-0"/5'-0" 24'-0" 6'-O" STRAPPING, & NAILING DETAILS - -- " -- - - — -- - - -- - E ROWS 1/2•m BOLTS a 24•O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE ----- 26'-O" 5'-O"/6'-3" 28'-O" 'T'-O" STRUCTURAL DESIGN LOADS BETWEEN 1/6 WITH 10d NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 3-3/8'TRUSSLOGK SCREWS O 12-C.G. t 1/4 OF A SGREWm ON(1)SIDE OF MEER MBOTHERS STAGGERED WITH A DISTANCE OF 16 INCHES -" - - - (2)ROWS 3-3/8"TRi1551.OG1C SCREWS O Ib'G.G. BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32'-0" 6'-O"/`I'-b" 32'-0" 6 P SGRE►rED ON(U SIDE OF MEM131EIR TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR - ------- = EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 36-O -1-0/8 9 561-011 '11-OHPAGE: (.'�ROWS 3-3/8'TRL155LOGK SCREWS O 24'O.G. � n , u ,- n H SCREWED ON(U SIDE OF MEMBER P V15TANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE -- - " THREE-PIECE THS,THE NAIL SPACIN6 SHALL BE REDUCED IN ORDER TO (2)ROWS O TBOTH SID SCREWS O 12'O.C. PROVIDE AN EOUIVAL.ENT NUMBER OF NAILS 40'—O" 8'-0"/10'—O" 40'—O" JBUILT UP GIRDER MAX.32" • sGREr�D ON BOTH SIDE of MEMBER p, THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS (2)ROWS 5'TRUSSLOGK 5GREWS O 16.O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LEN&TH5 ASSUME A BUILDING LOCATED -- ---- - ---------- - - sGREwEv ON BOTH SIDE of MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w,/ IN EXPOSURE B 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" (2)ROWS 5"TRUS5LOGK SCREWS a 24"oz. BETKaEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A - -"" —" ----- -- - A-200 - -- --------- L SCREWED ON BOTH SIDE OF MEMBER ! I/4 OFA HEIGHTS FOR OTHER KALE 16HT5,H,THE UNIT L b0'-O" L2'-O"/15'-O" b0'-Q" HORIZONTAL LINE. LATERAL LOADS SHALL BE MULTIPLIED BY W6; FOR ALTERNATIVE KALL HEIGHTS MULTIPLY THE ABOVE DATE: 06/24/20 3 OF 10 rbrF: P FOUR-PIECE 61DER5 ARE TO BE ASSEMLED AS SHOWN, A14D NOTED MIN.SPLICE LEN6TFf BY THE FOLLOKIN6 FACTOR 70'-O" 14'-0" ?O'-O" 19'-O" 1.BEAMS L HEADERS Nor NOTED WITH 'A'H- N 95"OR SMA E NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), PLAN SHALL USE CONNECTION PATTERN'A'WHEN 8'OR SMALLER -- -. - - - - - --------- ------- 4 CONNECTION PATTERN S'WHEN 10"OR LARSER P GIRDER. a'WALL- 1.125 b0'-o" 16'-O" 80'-0" 21'-0" 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 10'WALL- 125 - OFFSET FASTENERS 1/2'FROM ONE SIDE To THE OTHER BUILT UP GIRDER ANCHORING: 11'WALL- 1375 - - P GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 12'WALL-1.5 THIS COLUMN w/MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0'WALL GENERAL 5 '1 v IB0L <E�' : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WCOD FRAME (L.G. GO DETECTOR 5TL. WI•- L APPLICABLE) NEW Pig TIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FAME (L.G. 5TL-. SL LOO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE) 50 G.F.M. EXHAUST lil�NEWFOUNDATION WALL_ 0 �` DFAN w/ DAMPER O O 50 G.F.M. EXHAUST 45'-4"— MIN. (2) 2"x4" STRUCTURALFL FAN d LIGHT COMBP POST FOR 4" WALLS w/ DAMPER 34'-b" (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. I'-O" I'-o" 9'-8" 12'-2"- 10'-8" 12 12 12 — — — — — — — — — — — — — — — — — — — — 9 I 12 I- - 4 T 9 2'-O" LAP ol FOUNDATION PLAN NOTES ( - - - —� - -- - — — — - ' — - (te) I a (2) 2"x1o" , (2) 2"xlo" , (2) 2"xio' DROPPED 61RDER DROPPED 61RDER DROPPED 61 ER + TYPICAL P. GONG. GRADE BEAM � WALL W O CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I I I a SILL SEAL I ~ • ANCHOR BOLTS AS PER PAGE A-200 uj I I v • P. GONG. FOUND. WALL AS PER DETAIL UPON I 12 -----------fi--4---_T I-- • P. GONG. GRADE BEAM AS PER DETAIL UPON I I 12 12 I 1 I = J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. GRADE BEAM 3'-0" BELOW&RADE MIN. I I 9 I 1 I U J • 1/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN I q I q ------ APPLICABLE) I I _ 12 _ _ _� 4R _ __ _ _I 1 ( Q • AIR ENTRAIN P. CONC. FOR PORCHES/PATIOS / STOOPS (WHEN APPLICABLE) (2) 2"x10" i (2) 2"x10" (2) 2"x10' 1 • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET I DROPPED 61RDER DROPPED 61RDER DROPPED 61 ER # 6 BENT REBAR TOP 4 BOT. Q 1 I I FOR HEI&HT OF WALL d SLAB (WHEN APPLICABLE) I j j o _ j To TIE IN EA. REBAR ® EA. • R-11 F5K FIBER6LA55 INSULATION ON FOUNDATIONI I Qp Qp -< <0 6() FOOTING SECTION - FASTEN 0 1 WALLS x - x - x - 12 w/ WIRE TIES 12 iv �.fl 12 iv �� 12 O INTERIOR BINTERIOREAM LLOCATIONS SHALL BE: 13 I ( ® ® ® 9 1 1 1 COORDINATED w/LOCATION OF EXIST. JOIST I 9 9 LAP - PRECISE PIER LOCATIONS SHAM BE —+ _ DETERMINED IN FIELD (TYP. FOR ALL) I I (2) 2"x10" (2) 2"x10" (2) 2"x10" II DROPPED 61RDER DROPPED GIRDER DROPPED GIRDER HOLDOWN: I PROVIDE INSECT 1 O HOLDOWN V' AS PER PAGE I I SGREENIN6 BENEATH - ?v A-200 3 PERIMETER OF =X ff) Q� 1 C < SUNROOM ry _ O to ®BEAM POCKET(TYP) I I 9-8" - - 12'-2" - c - 12'-8" °- CORNER CONNECTION 4 m ° TYP. 5TL. CDL.: - O55" 0 5TL. COLUMN BURIED INTO P. GONG. PAD - - - - - -- - - - -- - FOOTIN6;SEE NOTED DETAIL AS PER PLAN FREEZE PROOF HOSE BIB: / FOOTINO TIE IN DETAIL BASEMENT OFASTENED w/MASONRY ANCHORS (PFLEGISE WINDOW > --- - - -- --- - - _ A-4OO - LOCATION T.B.D. IN FIELD - CONSULT w/OWNM (TYPJ - I II SCALE: 3/4" - I'-O" II II O RESERVED _ O _ SECURE HANDRAIL To WALL ON AT O FOUND 4 POSTS FOR WD. DECK: 6 - " I 7 1 Q Q I -i Q - LEAST ONE SIDE OF STAIR IN 6"xb P.T. WD. POST d 10" � P. GONG. 50NOTUBE U I w V w I V � UPON FOOTING AS PER NOTED DECK DETAIL (TYP) ILO Ua I- O W O [Q - FADER AS ACCORDANCE w/MANU. 5PEC.'s; cV= - BASEMENT_ SPECIFIED ON PLANS AND NOT PROJEGTIN6 MORE FOUND POSTS FOR WD. DECK: b x - x UNFINISHED x X x X x " THAN 412" INTO STAIRWAY; il ri m L6 O. PITCHED METAL JOIST HANGER SECOND LEVEL 4"x4" P.T. WD. P05T d 8" 4) P. GONG. SONOTUBE 3 y / �t ® UNHEATED ® ® 11 aQ = BY 'SIMPSON' OR EQUAL SEE HANDRAIL GRIP SIZES ADJACENT UPON FOOTING AS PER NOTED DECK DETAIL (TYP) - in 11 n n 11 14 ( � -- - -- - - -- - -- - - - - - - - - - - - -- - - N Z pip Z TYPICAL LEDGER BOARD ® EXT. DECK: , 10 I. (1) 2"x P.T. BD. 1- MATCH DEPTH OF JOISTS - '^ ' " MIN. SPACE BETWEEN y O w 2. SECURED w/(2) . d 4) x 5" LON& H.D. GAL. LA6 jn I f q II I I - cr WALL AND HANDRAIL Q in BOLTS m 16" O.0 3. INSTALL H.D. &A !. JOIST HAN6ER5 BY 'SIMPSON' (OR PROVIDE SIMPSON m /4 PINE RISER STANDARDS FOR GRIPPABLE HAND RAIL 0 w v EQUAL) " " cV HANGERS TO ALL F.J. "s/a' PINE TREAD - - ~ � } 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DIN6 4 2 xb 12 AND BEAMS (TYP) op _ SCALE: NTS a ? 0 BENT OVER TOP EDGE OF LEDER BD. i I I P.T. D.J. 13'-O"_- 10'-2" 13'-7" 2'-9" PROVIDE O N Z O Z 9 = _ CROS SECTION f- a Q S. SEE NOTED DETAIL `t I I o ib" O.G. _ _- -- II 12 II NEW DRAIN d g'-4" MIN. d1 z a° HANDRAIL W = J Q 1�x WET BAR (3) I.?5"xl4" 5 CONNECT TO Q CLEARANCE CIRCULAR NON-CIRCULAR U J FOR WOOD STAIRS 0 GRADE: I I = a - (3) 1.75 xl4' DRY WELL - - - IN6 < 2 LL 2 II 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON 3 n Q 4 - •-,,- FLUSHED GIRDER _ - _ _ _FLUSHED GIRDER - _ _ - U - _ " " 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN&ERS o ^ I I (�1 - - - - - - -- - - (NO INCLUDED UDED IN V2 _2 PERI 2)'4" SYSTE RADIUS _ T O U MAX. I6" O.G.,U.O.N. (MIN. 3 STRINOER5) IA '-�� b'-4" m 4 _ - -[I TREAD DIMENSION) z MIN. �a METER MAX. - - O - 0 - 0- -_- - - - �_ m (Io) Tr m tlo" DN ~0 N N N 12 24"x24"xl2" DEEP P. GONG. PAD FOOTINGS AS =� I'-11" 2'-9" 8 ry NEW --- -- ' 11 A 1 II O 0 Ti JJ PER NOTED DETAIL (TYP) , < W H �: PROVIDE 4" POURED CONG r - - SLAB W/bxb-10x10 W.W.M. O O O m FUTURE 5 1 NEW BETWEEN CENTER dUPPER -. . _ U -- -- - -- - -- ----- --� - -- - - - OINSTALL NEN 500 GAL. PROPANE TANK BELOW = d9 BOILER = - - - - - 3 2" 12" P.T. STRIN6ER5 o m > 13 •p •fl +� OF SLAB SECURED IN w/R-I N5ULATION, IF UNDERSIDE , w rl N M GRADE;MAKE/MODEL TBD �' BATHS - - - I II PLACE DURING POUR; IS PAGING STORA6E/NON-HABITAL SPACE 51 SQ.FT. PROVIDE 6 MIL POLY ON 4 Q A m I --- -- - &RAVEL BASE BELOW WINDOW NOTE: 0 MECH.ROOM SLAB 14 1. ALL NEW WINDOWS d DOORS SHALL BE - -- 54 50.FT. V GYP. BD. ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN5, q _____ _ __ DA OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. 6 I 5 Q - p 15 14 _ SPEC.'S. FOR SUBSTITUTIONS,SEE 1�lOTE #9 IN - -- - 1 FLED A "&LASS WINDOWS AND DOORS" ON PAGE A-100 2.IF CASEMENT WINDOWS - ALL G5MNT WNDWS I cV m a' 'I SHALL HAVE 5TRAI6HT ARM HINGE WHEN O x TREATED 2"x12" SILL 3.IF DOUBLE HUN& - ALL DBL. HUN& "OHS TO BE - - - (1= --- -- -- TILT WA5H 3 PROVIDE NEW - x- w - - - 1 c�V 1) w µ1 _ O J ? U FOR CONTACT w/GONG. O 4.ALL 6LAZIN6 WITHIN 18" OF FF TO BE TEMP. &L. EGRESS WINDOW >I 7 _ Q Q >L (IF APPLICABLE) 10 WELL x 3 x 3 iv ® - - ---- - - -------- - ----- --- - - - =- -- - - - ------------- - FIR5T-LEVEL •� ` x374`� ¢� ' ' � �r EGRESS NOTA: a a� ��'' < ri --- -- - - �eOF NE`s �� IN COMPLIANCE W1TH NEW YORK STATE BUILDING D n puj O 1 '9 '�� 74� CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF m m N�V EGRESS SHALL BE FOLLOWED: X� `- II II it NET CLEAR OPENINO........... 24 S.F. 2 INTERIOR HOOP STAIR PETA I L PROJECT: NET CLEAR HEIGHT............... 24" MINIMUIM p j `{ - -- --- - - - - - . NET CLEAR WIDTH................. 20" MINIMUM , A _ N " ' - - -- --- -- -- -- - - - - _ SCALE 1/2 - I O 15 14 (3) I.TS"x11.8'15" �` p- - WINDOW/DOOR FRAMIN&: FLUSH LVL GIRDER - -- -- - -- - - PAS K EW ITZ 15 SEE PAGE A-200 FOR FRAMING _- -- -- - -- - S E PAe AROUND DOORS AND o _ - - (0) _ - 10 - 3 RESIDENCE WINDOWS (TYP. FOR ALL) U.D.N. o � 12 - < x 0 12 - < --12 �p in cr - - 4 ® q 9 `t - - _ - _ _ - _ _ GIRDER _-- -- _ -_ _ _ ___ - 1700 CEDAR DRIVE -_ 6'-5" NOTE. SOUTHOLD, NY ALL DEGKIN6 SHALL BE FASTENED �— w/ COATED DEGKIN6 50REW5 BY 5/4"x REO'D NEW DECK DRAWING TITLE: BOARDS AS DECK MATE" (OR EQUAL) NOTED ON P.T. DECK JOISTS AS O D 3 �� HEIGHT P.T. RISER < DECK/4L30ARD5 PLANS NOTED ON PLANS o FOUNDATION PLAN 4 THK. x 8 WIDE x WIDTH of STAIR P. DETAILS 14'-2" '1'-8" 12'-8" GONG. PAD •MINJ I '�I I �I 2"xb" P.T. BLOCK IN BETWEEN EA. Jr N05INS mp 2"x BLOCKING ® EA. O V I�l� /l T I O I�l PLAN I `� STRINGER. FASTENED TO P. GONG. TRIN6ER TO MATCH SIZE l"� A PAD w/ 19/64" x 3-1/2" CONCRETE OF P.T. DECK J015TS PAGE: SCREWS BY "GALIBURN" (OR EQUAL) SCALE: 1/4" = 1'-0" - MIN. (3) 5CREW5 PER BLOCK o FASTEN STRINGER BLOCKING (MIN. bA-400m0l GRADE NER5) GRADE 2"x12" P.T. STRINGERS a•--�Y ® I6" O.G. (MIN:3 STRINGERS a EA. DATE: 06/24/20 5 OF 10 STAIRWAY) EXTERIOR V400D STAIR DETAIL A-400 SCALE: 3/4" = 1'-0" ........................................................................................ OENERAL 5YM50L KEY D o� (1 D D o 1 y �p a. Cp EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR � O I -L � - =::= - - . j SM w/ BATTERY BACK-UP J;' I EXISTING TO REMAIN Q CARBON MONOXIDE _6„ NEW WOOD FRAME (L.G. CO DETECTOR STL. WHEN APPLICA%5LE) 21'-6" 2„ 6'-4" 6'-4" NEW PARTIAL HEIGHT � HARD WIRED SMOKE AND CARBO 34'-6" WOOD FRAME (L.G. STL. 5M/00 MONOXIDE DETECTOR COMBO - w/ BATTERY BACK-UP WHEN APPLICABLE) IL 12'-4" I NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST 13'-O" FAN w/ DAMPER 4"x4' POSTS; PREFINISHED WHITE 1:1 MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST = FL FAN 4 LIGHT GOMBP � P05T FOR 4" WALLS w/ DAMPER F - (MIN. (2) 2"xb" 5TRUC:TURAL T POST FOR b" WALLS), U.O.N. � D_EGK 5CREEN 412 SQ.FT. ROOM FLOOR PLAN NOTE:5 � 243 Sa.FT. D L'1�331� t, PROVIDE EPDM - - - " P.T. s) o )>> ROOFING BELOW DOOR NOTE: DECKING 4f " P.T. NATURAL LIGHT 4 VENTILATION NATURAL LIGHT 4 DECKING ON i" i IrW O I. INSTALL NEW INTERIOR DOORS WHEN GALLED _ DEGKIN6 OUT ON PLANS BY 'JELD-WEN' (OR E:GIUAU. � VENTILATION SHEATHING it FLOOR AREA 154.0 S.F. � 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED r O % 5 F FLOOR AREA 1-10.0 S.F. U OUT ON PLANS BY 'THERMATRU' (OR EG2UAL). „ ry W 3.DOOR TYPE TO SELECT 2'x4 STUD FRAMED REQ PROV REQ. PROV. 4.INSTALL AS PER SELECT MANU SPEG.'s KNEE WALL W/WOOD 5161(TING;MIN. 12 3 H B% OF FLOOR 2b.0 LIGHTING;MIN. V �_ GAP RAIL S.F. 13.6 DECK FRONT ENTRY DOOR EGRESS NOTE: `J \ _ -j kj AREA 8% OF FLOOR 35.1 = _j S.F. J VENTILATION; AREA " P.T. cc I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING p � � MIN. 4% OF 5 F 14.4 VENTILATION; bb � DEGKIN6A' WHEN DOOR 15 OPEN q0" 3 t7!D FLOOR AREA MIN. 4% OF 30.3 t- Q 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" n 0-a FLOOR AREA S.F. - DR. (32" CLEAR WIDTH) 0. 1'-0" I'-O" 3.PROVIDE (2) 2"x8" HDR.,U.O.N. I STEP f X6 4.JACK AND KING STUDS AS PER PAGE A-200 I 5 A 32-6" DOWN4 5 ,_ �4 .._-...-.--:::--:---,,.:....:.::...-:•--:::.-:::.._.•:::-:::::::::......:.::-::::....:.......-:.....-- ..:_.......:.,.....7-:..�,...,.m...,::,: 4 ::, . .... - I. STAIR 4 RAILING NOTE: W gbll ..... ..:: .:: .: . ::-.: 5 ..-__..-.. -------.._.. ---- -- - --- --- 5 2 MAX. 8-I 4' RI F .. 4 5 .;. STAIRS SHALL HAVE / b-6 ...__ O I. ALL NEW .... .....-..._...._._.. ... ... . ...... .. , 4 5 ?p 6-2 :.. : :::....: . . I I-I 4-q 3- 4'-6" 3'-O" 4 MIN. g Tr RISERS SHALL BE GI _OSED _ .. ................ ............................:..: ...:::. -..... :::..:..:::.....::. ... . B B - - 6 - Q E ID " c E N 2. 36 HIGH GUARDRAIL d SPINDLE _PAGING NOT TO ALLOW F455A6E OFA 4 4> SPHERE, _: 36" HIGF+ HANDR 4 SPINDLE SPACING NOT o 0 0 5 (2) 11.815" LVL �116Q ,yQ+b IC4 _.:... To ALLOW PASS/ SE OF A 4" 0 SPHERE FLUSH HDR II'-b" T-2" 13'-6" `: 3. 6RIPPABLE RAIL 15 PER CODE OO D N/ 15 A A 8 B D D FWH24611 .,. .,. . __ FWHbObII - :;.;. '. --t� SMOKE DETECTOR / GO DETECTOR NOTES: q.-all I I'-b" - 12'-8" iv p I 5 OI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4'-O" INTERIOR A � BATH .. .... SMOKE /CARBON MONOXIDE COMBINATION DETECTOR = FRENGHWOOD HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O r KITCHEN : ...: ,, ` 5 5a.FT: :2"x b SHED 5 4 r a: :...::: ::::::::::: ::::::: �, In IN-SWING PATIO .., • d) 2.INSTALL ALL AS PER MANU. SPEG.'s s " DOORS „ '' BEDROOM .. .. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I 5 °� I 2_4 ::o~ ~"` 154 SQ.FT. v v R.R. ®Ib" O.G. .::: IN COMPLIANCE WITH LOCAL GODS 3'-6" '� '_6"- � I ;:.-.:_ . = O OVER .1. �o I ...::::.._..:a - :. „ L o O V V 8 0 GL6. [i. (V X FIREPLACE r ry- R o 0 8 _ o HGHT. �, _7 - n M,45TER r z V x m m - A v- - tt I- - _ O= i 4 10 WINDOW NOTE: -�, -�p I 5 , V - O - x . a L2'- m BEDROOM O I. ALL NEW WINDOWS E DOORS SHALL. BE Q = Q = -- = bQ DOUB HUNG � " N ® h,< ANDERSEN 400 SERIES CASEMENT, LE MANU. w� I w�' OREAT ROOM OR GLIDING (AS NOTED); INSTALL AS PERM 111 ® '= cq IA �,�m � .:;. ... .,.::m.......v:_,........n.::.«.:,.::.. ,» � ::; 8'O" GL6. .:::::...:::: ',SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN cN = :...'..:: ::::::::::::: v . a- 510 50.FT.- i ISLAND --7 q . .' - .:.,..... o i ii „GLASS WINDOWS AND DOORS ON IPA6E A-100 O - -- 7 :. „ : -1.1--:.:::- 4 ,5:.:.:: - - = 5 3 H6HT. 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS 4 cV 8 _ D -I u J 8'O" GLC. - ... n '_- L 7'-2 D I 1-11 -- .1 T ARM HINGE WHEN �t3 TRAI6H 0 SHALL HAVE 5H6HT. 5 IQ cs i 8_ �� N - p� 5 4 E .. I 5 3.IF DOUBLE HUNG - ALL DBL. HUNG h 1NDW5 TOB p • B TH m • TILT WASE+ IQ T B A SM GO „ SQ.F . C� ».....::.... :......:........... N. SM GO 4.ALL GLAZING WITHIN 18 OF FF TO 13E TEMP. 6L. 11 � - - .,,... - ... N N _ (7a- � ?Q ? A 15 i 4� - - - 'Z 6Q O .,..,......I. ................ r EGRESS NOTE: 1 6p ui - - NEW YORK STATE EiUILDIN6 m :- . ....:.. .... ...:....:.::.::.:::.:.........M11 IN COMPLIANCE KITH N U m I _ ........ .... ... - L a ti GL. `1s I 1 8' 4" A U c- 12-6" b - , 5 5 4 "`_[ ...� R3102.1 THE FOLLOWIIN6 MEANS OF RI t 7" O + m - GODE SECTION ) X dJ WN O I 5 N EGRESS SHALL BE FOLLOWED: 2 Tr t 12 a 5 �p= = Q DBL. POST . _ g • . . 3 5 I11 3-10 „ . DSL. POST ....:,, »:..........:..::.::::.:::..»,:::.,:,:::.::::.: ::`,.:::.:,::: 1 5 g /GO i �� 1' p S.F. n • N ki ? (2) 11.8'15 L✓L " � 41 ::,, N NET CLEAR OPENINO........... 5.7 n (3) 11 8"!5 LVL ::.:.: _ DOWN NET CLEAR HEIGHT............... 24" MINIMUM - 4 6Q FLUSHED HDR FLUSH HDR ---..:---.-..'..' ::....:...................::::,...,.:. • -�--- w Z b - - _- Got BAR = DOWN _ _. _ _ _ '_:'7 .............::.. ....I.... 3 -- - - 2!7'x6 PKT. 5 4 w O NET CLEAR WIDTH................. 20 MINIMUM 4f UTILITY - ...:: :::........::.............:.::..................::........ 1 " 3, 2"-- 4'-2" (I I) RI ® 11.35" :...::-. ..-..,:.-..-...'"'..::::,::. .::',...... " "GO UTILI __ _ - - - = � N � BENCH ry 3'-b" 41 :: CHASE tV " _ ::: :.::....:...::::::::::::::........:..... .. _ SEAT (IO) Tr a tI0" DN CHASE I 8 2 O w 6 � . 2 = _ - -- :. :::. ..::'::::.........................:-.........I.::: :,'.1.'1.'.'.}i::::. 1V 16HT 4 VENTI ATION --- - WINDOW/DOOR FRAMING: t I m GL. 5'-d" ...::......::::::::::::::: .::........ .. - - N Q to lY (�5 SEE PAGE A-200 FOR FRAMING -- cV s p -- `:.-.r...... ........ ....... FL OR AREA 235.0 S.F. -- 4'-O" O w ELEMENTS AROUND DOORS AND m - _ - - cV b p O - - m S.F. S.F. ® ® - } WINDOWS (7Y1'. FOR ALU U.O.N. u I t.11 _. ... .: _ ............. -.. ... c m b� 5 4 :.. ':..:......"..............*............:.....' REa. PRov. +'0 a I` r BATH = 0 = o :. ,t �' 4+ = .. .... .::-_..::.:.:: ":. :?:...�. ....1?:::}: . LI TING;MIN. 8% q = -- - ---- `fl .......': cA Z O NEW LAUNDRY ROOM: I ►- a Q I \ PANTRY° ;;::: .:`:...::......::;`:;::: :::..: OF FLOOR AREA 18.8 S.F. 21.q ry 4z m n " 15 sQ.FT. � p � Z a r n BATH- ....... ..... : :..._.........:......::;;:,.::.......,:.....:::::-.:::.. : VE TILATION;MIN. � ---- -- p O I. NEW WASH/DRY HOOK UP 8 -� O G L. O ::.:.:...:. U g 2.COORDINATE LAUND. ROOM 4 D001Z DIM.! w/SIZE _ 6 SQ.FT 3 n 10 /SA -- 3 ;. ,.::... ..:.,......::;:::1,....,».....:...... ».................. .............: 4 OF FLOOR q.4 S.F. 12 3 3 q O .,...... OF EQUIP. Oi = in= ;:: ;'.tt::;..,,. sa ..... O O 3.PROVIDE HOOK UPS AS REQ'S PER MANU. �n = O �p II = 5. . n A - V AREA - -_ -- 3-10 . .F: .O V ir O � s .•:.:::::. ....:::.:: ::: x a a SM/GO � O ---.. .---- --------- _-- - - -- -- --- _ ::..., R EXHAUST NOTE. _ - = I V I NC F -.. .: BED _::> (2) 2"x12" DRYE a ® a _ �- _ ..::::::::;:.,.::::.:.....:.::::::..::.,,::.... ROOM - -- - - cl - o 0 0 I. DUCT SHALL TERMINATE TO EXTERIOR ® • 4fb _ _ - - FL. HDR - 1. 3 0.� F to_ 0 O ............. .... ..... 235 SQ.FT. 5 --- 24icba PKT. N N N " I 5 �� r ROOM F- - - VENT` w 2.DUCT SHALL TERMINATE MIN. 3-O FROM ANY 3 O 5M/GO a a - _ _ ..... .-.....:::::::. ..::... .n......:: :.. • b 2 - = I 2X POST TO 2X P05T F- M M O OFENIN65 I 5 a+ m n = 111 SQ.FT. w..:..: :... O 8'O" GL6. O O %H 3.DUCT SIZE AS PER MANU. „ - - „ r 6 _ .........::. 1....... VALLEY TO 2 ":::";: O N two 4.DUCT SHALL BE EQUIPPED w/A BA4KDRAFT DAMPER 4'-4" I-8" 137-6 - 3 3" 8'O GL6. dJ Itr .:::. ... I .... ..:. :: :......::: :::: HOW. - - VALLEY -_ _ __- - - -_ V :::::::::: O O O 5.TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN 4 5 B Q n _ O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 1-= Q+6 - O= b-8' b II W.I.G. Q w A UP CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 10 = `o x '� = Q 65.1 = e-I N M SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO �- 6 N A-"100 EXCEED 6 FEET AND SHALL BE LISTED AND LABELED _ ENT iv ® t, SQ.FT. - A-"I00 IN ACCORDANCE WITH UL 2158A. NATURAL LIGHT d 4_.. _�, D n D b.EXHAUST DUCTS SHALL BE MIN O.OIb" THK RIGID VENTILATION = a 5 I I 5 80' GL6. METAL w/SMOOTH INTERIOR SURFP�GES WITH JOINTS cV O b RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST M.0 S.F. - BEDROOM GL ry %' = HGHT Ai? C, 1 b+ 13'-5" 6'-q" 5'-O" T-l0" Y DUCTS SHALL NOT BE CONNECTED KITH SHEET-METAL AREA S.F. S.F. m ITI SQ.FT. m G "1'-5„6Q O A A A A A REDA �' 50REHS 8'O" GL6. '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER REQ PRO ,-4X P05TTO HDR HST' TO HDR A A A C9�� r�N,M O y L'� �0�, O�� LOCATION TO THE WALL OR ROOF TERMINATION. THE V. ................. �. 11 i 16HTIN6 .:..::..........;,...:.:„ ..:... :. .., .... . 4 Z MAX. 67 H OF THE DUCT 51iALL BE REDUCED 2 5 L , LE - 4 11875 LVL " b-4 ...........:::-..'.......... .... ...... ....... ,, r (�� - - �I 15 I I m:.....:....... «...:«.....::::::::::::::::....,:.:::............,.,..,..:.„:::: .:..::..: O a O 4 .... ... ... ...... ................ .... ................. ,::,::::`.:::..: .::.:..:......::.':.... " MIN. 8% OF 142 4X POST 4 5 �? .. t FOR EACH q0 A 5 4 5 4 5 4 5 4 5 ... 4 5 i* s .iC EACH 45 BEND AND 5 FST _.-..-:._. -.. f1 FEET FOR 44.6 FLUSF+ HDR ..::.:.::::::«<.::......." :.. ..._-.: .. ... ::--:-: -:::>;--.,,,•....:...:-_..� . ... :. . ......... .. 0 ;" T DUCT DOES11 FLOOR 5 .F TO HDR ,._...».....»� ,.».,,..... :..�.. .... � HE CT. V ..:,:::::::::. . MAX. TH C T BEND. THELEN6 I AREA4 . t. GOIlERED dJ = _ ................ ...................,............ ................ ...... ...................-..... ............. _ .. -..,..... .......... .-.__........... m....... .... . + . . ... ....... .. .. ......... ........ ....... .,:.,...: .......... . T o .. TRANSITION DUCT.NOT INCLUDE THE �U :. :.... ........... ...:. r.:. .... ..: ::......:..... :...:::.............:......:..........,.......::.....:..... :......,:...::..:.:.,..,..:.,... = x :: ...:::.::: ..'.'....:::::.::::::::::::::::::: .................... .... . . . - ..... .:::::::.... :::::::....:::.::::::::.....::::...:.:......... VENTILATION; 5 N ......................... . _ X_ PORCH ....: ..:::.::.:::::.:::::::.::.:::::::.::,::::...::::.::.::.:.:::::.::::::.:: ::::::::...:::::.::.::::.... . .�:::::.::::�.:»::: :.::::..:::..::.:::::.:::.:::::::.::�:::::.:..:. .... ..... :.::.:::.::.:.. .� 4- MIN. 4% OF 7.1 _ _ tY..:.::..:...... . :: ... .... .:. 3 5 6A5 FIREPLACE: »::::::::::.:::.... ..::::.:.::::..:.::::...... :::::.::...:N:..::::::.:::::.::.::::.:::..:::::..::.:.......:..:::.»::..::: : :,..:::.:::.::.:.. .:. ...:..::.::...:.... F 7 4 O n -......I. .............. ................................. . . ............................ •:....:.........:: ...........:I:;.%,..:........ ...... .. :.. .. O� E� O 4 5 4 5 2 q 5 LVL :. ...........:.:.....:.:... ..... ::... N FLOOR S.F. ® ( ) (2) q.5 LVL R' I. INSTALL DIRECT VENT 6A5 ..... .... .... ........... .... ... .... ... .. .... . ................ ....... ....... .. ....... ..... ..... .... ..... .......... ... ..... .... . .... ,............................ ...................................... ............,.. .........-... "f _ .......I..:.::::::.....:. .:....... ........:-----::.::.............:.... .. .... ... .... ..... p -- - AREA DROPPED HDR DROPPED HDR R' ::..::.:::.:::.......::..:.:::. :::....:::.............:... ......: ..................................... ...... ... ....................... .:.:.:::..............:.... .... .......... ...................... ........... V v O FIREPLACE 12. A.F.F. n - - - - - . ............................. ........ ....... ...-,,, . ............... .- ,, . .. 2.MAKE 4 MODEL TBD - - - - - - - ......... ......... ........ ... ...... ................ .............. ......,........ ..........f.................. ...... . I. ......... ..... ............................. .. 17�� -- - --------- '_n. - _. - -- - , rt - MANU. SPECS. - _ 11-q . .-..-:::,..7.,.. .--:::: _- ...='.: ..•,:.•.-.:::.....,.:.:-::.-•-:..::�.-.:::.�::-, _.. ::.:,•- :: .. 3.INSTALL PER 8 1 � ��' �"`"' " T "� , = N ME 51ZE AS REQ') ........................ ................... ..... .1 .....:-- ,.. - ...:.�.......:.....::.... :. ......... ...:.,. .:,w:::.:.:...... .:..,..,,,..,.......:.::::..,....,:..,..:.., ..........: ... ..:.:....:.........,... 4 ADJUST FRA - b" 6" POSTS A A x P A .... ........ ................................. ................. .................................................... ... . ....:::::: - - - ».::::...:».::..:..... PROJECT: . :�� ::::::.....: ::::::: :: - , Ww:::::::..::::: ..: �:.w FOR CLEARANCES " +i ++ DECK;PREFINISHED _...............-. ..... .. . ' - ... - --.-. . _,.-.... '1-I D D NEW EXHAUST FAN SHALL BE INSTALLED WHERE D 11�_` D - __.-- R : _ --- - _ O WHITE O () �O D w ,OVENTILATION I5 NOT MET BY MEANS OF NATURAL - PASKEWITZ CIRCULATION THROU- WINDOWS OR DOORS TO OUTDOORm(,I m SPACES AS PER NYS AEGH. CODE SECTION 403.323; p < „ RESIDENCE INSTALL AS PER MA' �. SPECS 4'-II" 12'-7" 12'-I" 4'-II" ELECTRICAL PANEL: ONEW ELECTRICAL PANEL LOCATION;ALL b'-4" 14'-2" '7'-8" 12'-8" 34'-6" INSTALLATION AS PER NYS ELECTRICAL CODE 1700 CEDAR DRIVE ELECTRICAL METER: 40'-10" to REMOVE 4 RESET EXIST. E:LEG. METER A5 PER NYS MECH. CODE, 4 UTILITY CO. STANDARDS UTHOLD, NY FLOOR DRAIN: II NEW 3" GUARDED FLOOR FIRST FLOOR �� i DRAIN w/3" TRAP I� SECOND FLOOR ��t� .DRAWING TITLE:- - -_ -- -_ -__----_- SCALE: 1/4" = I'-O" 50ALE: 1/4" = I'-o" FIRST FLOOR PLAN ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES DOUBLE HUNG; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "A-201" FOR NAILING 4 STRAPPING DETAILS. YVINDOW CHART E&RES5 PAGE: ROUE+OPENING WINDOW DIMEN51ON CLEAR WINDOW TYPE QUANTITY MODEL # OPENING REOV: 20" GALL-OUT ' ------ F.,. _. :=._____- _______----------_ __ _ __ -_ - -_-- HEIGHT REQ'D:24" A-5OOmO2. WIDTH is HEIGHT WIDTH HEIC7HT OPEN REQ'D: 5.1 S.F. - _ - - . : -- - -- -- ---- ---, ,, , - - -- --- I e � I. 1 . A DOUBLE HUNG 2I TW210410 3'-Ok" s, 5' G 2'-II 5'-Oj" 5.772 __ _ - �, - - �, B DOUBLE HUNG 7 TW2032 2'�-2 " I ✓`-4 " 2'-Ij" 3'-4j" , I. _---- �;___ -- =� ; -- ---_ -- -- - - _ DATE: 06/24/20 6 OF 10 _ __ G DOUBLE HUNG I TW183b I`-1t7j" S`-8i" I'-411 3'-8g" ,..-- --...- ---------...----...:....--- ------ ----- -: .,........«..::: , . ' -, ' , I �� - 4 8 2-"1 4-8� ....... ..... ... D DOUBLE HUNG 3 TW2646 2'-8�" `� " � ; - - .. - E - DOUBLE HUNG 2 TW26410 - .. 2-8 °- -.. � - -O 2--1 5-O� ".. ." . .. ..1_1'. . SEOTION NOTES NEV4 OFINO NOTE (rtr): RID&E AS PER PLANS ELEV. +24.4'(D 1. INSTALL NEPsl ARCHITECTURAL STYLE 'TIMBERLINE'ASPHALT ROOFINO 5141146LE5 B 'OAF' OR EGUAL;MIN.6RADE 240#,50 YR KARRAN7Y OVER 2.INSTALL ICE AND PsIATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD KALL AN12 AT VALLEY5 OVER 5.INSTALL 15 # BUILDINO FELT(U.O.N) OVER 2 AT710 HEADER PER 4.1/2" CVX PLYk4OOP 5HEATHINO (BLOCK ALL 5EAM5) /'PLAN 5.CAP 5HINOLE OVER RID&E 4 HIPS (AS REOV) r-J. AS PER PLANS 6.PROVIDE RIDOE VENT(A5 REO )1. FLASH ALL VALLEY5 5.INSTALL DRIP ED&E AS REOV ct. INSTALL ALL AS PER MANU. 5PEC.'s J"Xb" P.T. DECKINO UPON T(FICAL ROOF 4 CEILIN& CONSTRUCTION: 0 EFVM MEMBRANE ROOFIN04 NEN ROOFIN& AS NOTED UPON J" CDX. PLYDWD 0 1/2" GDX PLY1,10 5HEATHINC7 (IBLOCKINIS, a ALL I ;;t 5HEATHINO UPON .JO15TS PLY104D SEAMS)0 R.R.,O.J., 4 C.T. AS NOTED ON PLANS (a SPANS OVER 5' INSTALL "X" BRIDOINIS, a CENTER OF 0000001 SPAN,U.O.N)* MIN. OF R-4cl FIBER OLASS, IN5UL. Pq/V.B. 12 U.O.N., BEDROOM FIRST FLOOR TYPIC �I_ EXTERIOR HALL CONSTRUCTION CDT): F.J. AS PER PLANS TOP PLATE - UPON 11TYVEK11 HOUSE Io4RAF (OR EGUAL)0 UPON, 112" CDX PLYJo10. 5HEATHINC7 (13LOCKIN& a ......... . NEP4 2X5 DBL ALL PLYIAV 5EAM5) T ............. 2"xb" 5TUD5 a 16" 0.0. H/DEL. TOP PLATE LLJ ....... .... .... ................ MIN. R-21 FIBERSLASS IN5UL. w. V.B., U.O.N. HEADER AE30VE ............ ... ........ .... . .... ........ ..... . . ..... .. - = ........... ALL NINDO116 4 1/2" 6YTISUM BV. KALL FIN15H DOOR5...................... .... ..... . .................... ...... 7- NEN 5112INQ NOTE (7YP): b 2X6 SILL d) . . . ................._ ----------- ....... PLATE . .. . ......... . :..�::;: :.:::: : :::.: :::++:::::::::: ; :+- -::.-I - , .; X.X.-�. i 11-- .. ............ . ........ . . . .... .............. 1. INSTALL NEV4 SIDINO (TO SELECT) LLI 2."TYVEK" HOUSE k4RAP (OR EGUAL) HINGEL)fPENCH ........ .... . ............. ..... .. . .... ......... y............. 5.INSTALL ALL AS PER MANU. SPEC.'s DOOP.... . ........... 4.PROVIDE ALL NECESSARY TRIM FOR 0.. ..... ... PANTR`( PROPER INSTALLATION 5. 51DIN5 SHALL EXTEND TO TOP OF CABINETS FOUN:)ATION NALL...................... OFEAT ROOM FINISHED DEN FIR_5T FLOOR. ... . ....... ............... ........... . . . . . . ELEV.F-J. AS PER PLANS +;2.0-...... .... ..... L............ .. .. ....... .. D.J. AS PER PLANS I w I -....... 7Y*PIC,/-\L P. CoNo. FTQ. 4 P4ALL CONSTRUCTIOt4........... . .... .... . ......... (2) 2"xb" P.T. SILL PLATES W COPPERTERMITE.......... ...... .... I -A I SHIELD 4 SIL_.. ..... ..... ............. LEV.. ..... ... ..... ...... ......... ANCHOR E30LTS AS PER PA&E A-200 ........... ... ............ ... .. .......... P. CONIS. FOUND. KALL AS PER DETAIL UPC lu P. CONC. FOOTIN& AS PER DETAIL UPON PA&E A-�600 IN A-660 ASPHALTIC MASTIC DAMP PROOFIN& TO EXTERI OB.O. FT5. 5'-O" BELOJol&RAVE MIN.......... ........... .... ... ... ........ ...A: ..... ....... ...... ...... ............ .. . 0 ::, I - 1/2" EXPAN51ON JOINT a PERIMETER OF SLAB (AHEN.... . .... .x : ...... APPLICABLE). . .... ......... .......... .. .............. . AIR ENTRAIN P. CONC. FOR PORCHES PATIOS. .......... . .................. .......... .... . ..................... .............. ....... ........... ........ .............. ...... ................................... .... ......lz . . .. . . ........... .......... .. ................. ... 5TOOP5 (K4EN APPLICABLE) BA5EMENT.... . ....... MASON TO ACCOUNT FOR FIN15H STONE ON THIN 5,=-T 4" P. CONC.... ..... .............................. ..................................... ................... .... .. ....... .......... ..................... ... .. ... .................. . . . ...... ................ ... SL FOR HEIC7HT OF INALL 4 SLAB (K4EN APPLICABLE) A5 K/ UNFINISHED.. ............... ..... ........ .... ..... ....... :-.,. % - I�.. .... ............ . .. bxb-IOXIO V4.pq.m ..... ....... . .. .. ....... ................. ........... ............ .......... ...................... ...... ............. ,:: *.............................. ......................... ................ .............. .................. ........... ........... . .......... ......... . .. .... ................ ... ............................. .... .... . _ :. ::. . w: - ....................' ........ .. NEN R-':50 BATT. IN5UL. IN FLOORSY5TEM (MIN. R- ................... .... ........... .. .......... AS FIER TABLE 402.1.2) ............. ........... .................. ........................... ... ..... ..................... .......... . . ... - - = .......... ....... . ........... . ........... .......... .......... ................ LVL RID&E........................................................... .............................. .. ....... .... ....... .. J,V 5IMf:WN 0520 RAFTER CO . ......w:............. ................. ........... ..... . ........ ..........................NNECTION:............................. . ............................ .......=:...................... ..................... .. .. .. ........ ::.. .............. ., %�� .'+.+.%%'....*%...% _ :.. .-I............... ................................... .......... ........... ................... ....... ...... ............... .......... .... .... ....... .......... ... .......:......... ..... .... .... ........... . ........... ........ .. .. ................... .... ... ........ ...- -*11 =................................... .. ......... BEAM/61RDER AS PER PLAN. .......... .................... ............ .......... ..... ......... ........ .... .. ... .......... ......... . . . . .................�7.'�.. .**'.*.' -*. .,.- ,:1.-.,::, 11 ::� ��: ..... .................................... .............. EOTION A IA-600 2"XI2" . . . ... ............. .. . .................... .............. .... ......... . .......................... .................... ........ ....... ....... .. ................ .............................. ............ .... ................. . . . . ... .... .... ...... .......... ... ..................... ... ......... . . ......... ............... ....... .. ............ %%+.: ..,.+7.+.7..+++..%%. = = =. I ......... ... ............................................. ......................... .......... ............................ ... ................................. .......... ........ .... . ............ ............ . ..... ....... . ................. . .. . . ............ . . ... ........ ... .. .............. ......................... ..... . . ....... ........... .................. ........... .............. ............................ ...... .. ... .. ........ ..*. ............... w..., = .......... ........ -)CALE: 1/4": - - .. . ..... . .......... .............. . .................... . ... ...................... . .... . . . ...........I................. . ............................... ........... .............. -�+.+.*� %:.*... ..= ..:"............ . ..... ......... .... . . .. .... ........................ ....... ...... ............... ...... ... . .... ..... ...... . ..... ....... .... ... ........ ........... ................... ............ ........... .... ....... .... ..............m........................................................... ........... ........................ ... .. ... ..... . .. .... ............. ............... ............................................... ................ ... ... . ......;.................................... . ...... ........ ...... ............: T w �,:: I ... ............. .. ...... ........ ....... ............................. .................. ........................... ....................... .. ......... . ............ .. ....... ... ............................... ................ ............................. . ...... . ........... . .. ........ . ............... .... ..... ........... .... ....... ...... ........... ...... ... . . ............. .................. ...... ........... .... ... ................ ...... ...... .......... . . ................. ......... ..... ......................... ......... .... . . ...... ....... ........ .. ... ........... ... .................. .. ......... ........................ . . ... ..... . . .......................... ..................... . .... .. ..... ...... ........... ........... ....................... ........................................... ................... .. ...................14J .. ........... ........................... ..... ....... .... ..... ... . ........... ........ .......................... ................... ............. z.......... .. ........... ................... ........... lu .... . 0 Lu..... ... .................... --__ ...... ca z-----------..... . ................ ................ ............ .. .... . . .................. ............... .............. ........ ...... ......... ............... ....... . ....... .......X, .... ..... ........ ... ... . . .......... ... ..... . ......................... ... ................. ................... ....... ................. ...... ........... ............. ... ..... ..................... ....................... . LLI. . .. . . . ... ........... ..................... ...::. ....................... ......................... 0..................... ............. ................. ........... ................................ z ......................... ..... z R.R.:. XIO" R 5.0011 <.......... z ..... ..... ............ ............. ............. 16" O.C. 16" O.C. . ..... .......... ....... . ........ ... ............. . .. . .. .............................. . ............ .............. ...... .................... ..... ..................................... ..... .................... .. ...... LL----------................_. .........�:::� 11 ...... ............ ..................... ................. ....................................... f--5.00 ".501, 2 0 0 . .... .. ..... ............. . ............................... ... ........ ... 0 .. ...... ....... ............ i ... ........................ ...... .... ... .............:..........._ ...: :: ..... ....... ............... ..... ...... ................................................ .......... ....................... ........ ... ................................... ......... .................................. ....... . .. ..................... ... ...... . .... ............. ..................... ... .... 0 0 0 ...... ......... .......... 4 04 N 04 - - - - --------- ... .. ............ . ..... .............. � -:-: ... ... . �1 LLI ............... o o ,-I ........... ....... ... .............................. ....... ... .. ... ........... ... .... .... ....... ........... ... . ........................ .. . .... ..................... ....... ......... ................. ...... ........ ..... . ..... -::;::::...... .......................... XX5-1/7' O.D. 5CH. 40 STL. ..... ................................... ...................... ............ . . ....... ... ................ 0 0 0 .................. COL. (A . . ........ 5TM A125) A5 ...... ..... ................. .......... .... ....x ........ ... ................ ....... ..... . ..... PLAN ],�ELDED TO LLI ......................... ....................... . .............. ..... . ............ ............. ..... ............................ ........... .... .... ................................. .................... ............ in &"xa"x5/&" THK. ...... .................. ........... ....................................... ............ . ...................... .... ............................................ ........... ..... ............. ..... ............................ ..... ......... ....................... 5TL. BA5E FL. ........... PROVIDE 5TRAPPINO 4 NAILINO AS 1(4) 1/2" HOOKED ANCHOR DA DA ROOF PLAN PER CONNECTION 'D' IN "T`rPICAL ��BOLT5 EMBEDDED INTO NAILINO/STRAPPINO REOUIREMENT5 FOOTINO MIN. 4" Pq/ OVER51ZED M. 1-0 5CALE: 1/4" I'-O" OR UPLIFT, SHEAR, 4 LATERAL IND RE515TANCE" ON FAC7E A-200 NEN F.J. AS PER 0 EA. STUD 0 PqA5HER AND END NUT 5ETUF PLAN <(4) 5/&11 H.D.O. LAO BOLT5 (FREDRILLED) 037405(2) 2"xb" P.T. SILL PLATE5 E3A5E PLATE 'A'UPON SILL SEAL UPON COPPER TERMITE SHIELD 40b 0 5/W 4) HOOKED ANCHOR BOLTS a O.C. H/5" 5GUARE KA5HER 4 ENDNUT;ALSO SEE ANCHOR BOLT SECTION ON PA&E A-200 PROJECT: (1) #5 RE5AR a 4a" oz. -0) # 5 REBAR 515" THK. FL. N CONTINUOUS I I 11 5/5" THK. H.D. PASKEWITZ PITCH 6RADE 5" THK. (MIN) P. CONC. i \FLOOR SYSTEM 1.2511-Ij OALV. FL. RESIDENCE b" POURED &RADF BM. (5,500 P51) NEN STL. CAP PL AS NOTED f1,,ELDED TO COL.;5E PITCH ORADE E NEISI 11OOD BEAM AS CAP PLATE 'A'-------- CAP PL. DETAILS NOTED ON PLAN'LEVEL ..... .... ...(1) #5 REBAR fFOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" HIDE 1700 CEDAR DRIVE BACKFILL. ...... .... .....a 4511 o.o. L\/L LUMBER OR (2) 2" PqIDE DIMEN51ONAL LUMBER A-r;PHALTIC If ASPHALTIC NOTE: NEN 5-1/2" O.D. SCH. 40 5TL. SOUTHOLD, NY 2" DRAINAC7E 1. REFER TO PAOE A-200 11 �. A5TIO if COL. (A5TM A125) AS PER PIPINO -----MA5TI0 FOR NAILINO AND DAMPROOFIN& DAMPROOFIN5 OUND. PLAN BY 5IM5 STEEL(oxb_IOxIO P0N.M. (PERFORATED) 57RAPPINO OF ALL 5.00,(1) #5 BENT"' (OR EQUAL)BETKMN CENTER 4 SLOPED � : +.+,++,.+, ,*+,- .. .-- &X6_IOXIO PSI.N.M. 11 TO IEBAR a 6RAVEL FILL BETIr4EEN CENTER It COMPONENTS 0 (4) 515" H.D.O. LAO -DRAWING UPPER � OF SLAB OUTLET AKAY FOR DRAIN BOLT5 (FREDRILLED) O.C. UPPER ; OF SLAB 5ECUREV IN PLA��E FROM kqALL BASE PLATE 'A' HELVED NEN 4" POURED CONO. ROOF PLAN . .. .... SECURED IN PLAC,E� (1) #5 BENT DURIN& FOJR ----REBAR a TO COL.;SEE BASE PL. SLAB DURI R FOU IN SECTION; DETAILS DETAILS FOR 13OLT 4" POURED CONC. REBAR 4b" O.C.5L I I 0 `11.NTWOUS24".:�IYB; U loqALL to M015 4" POURED CONC.RE I ARD`1_R 5LA5 (1) #5 REBAR 6 I ONTINUOU5 .................6 MIL POLY 4" BASE MOISTURE-, 4" ORAVEL B� -1;F PAGE: UPON CLEA%N COMPACT FILL RETARDER- 411 ORAVEL BASE 24"x24"AZ' DEEP P. CONG.0 UPON CLEAN PAD FOOTINO -0. 515" THK. FL.............. 515" THK. H.D.] COMPACT FILL )/4 A-600m0 '4 . ................... OALV. FL. OMPACTED FILL\-W #4 REBAR -------11 CAP PLATE 13' MIN DATE: 06/24/20 (3) #5 RZ 6 A 7 OF 10 FOR CONNECTION OF STL. COL. To (5) 1-5/411 PqIDE LVL LUMBER OR (5) 211 V41DE OR (4) 2IIx vqIDE 51, MIN-7 DIMEN51ONAL LUMBER OR 5.2511 PqIDE FSL r Tr EL NE; NPATION RETAININO NALL DETAIL....... 50ALE: 5/4" = I'-O" a" FOUNDATION NALL r�)ETAIL STEEL C.,0LUMN DETAIL STEEL COL. BASE TOP PLATE DET............................... ........................................ 50ALE: 5/4" I'-O" 50ALE: 5/411 11-011 50ALE: 5 1'-O SECTION NOTES ONEW ROOFING NOTE (TYPJ: MIN. 4" BETWEEN ED&E5 OF O I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' -I/2" SC>ZURRE BALUSTER ASPHALT ROOFING 5HIN&LE5 BY 'GAF' OR EQUAL;MIN. RIDGE HEIGHT _�? (STYLE TO SELECT) GRADE 240#,50 YR WARRANTY OVER --------'--------------------------4-4 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ELEV. +2 . SIMPSON A RAFTER X " 12 N H2.5 R 24 FROM INSIDE FACE OF STUD WALL AND AT VALLEYS • OVER 3 4 TIE (OR EQUA %nj L) 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER R P S/4"xb" P.T. Y 4.1/2" GDX PLYWOOD SHEATHII V6 (BLOCK ALL SEAMS) I P1- N5 5. GAP 5HIN6LE OVER RIDGE it HIP5 (AS REOV) DECK BOARDS b.PROVIDE RIDGE VENT(AS R'EC�b) � \ / ATTIC ' "1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REG'D '--'--- " G.J. AS PER PLANS --- _ a. INSTALL ALL AS PER MANU. SPEG.'s TYPICAL ROOF 4 CEILING GONBTRUGTION: / / (2) 1/2"41 HOT DIPPED &ALV. BOLTS O • NEW ROOFING AS NOTED / 12 A. POST w/OVERSIZED WASHERS 4 P.T. F.J. A5 9 PER PLAN ivz DECK TIERI BOARD A SEMBELYNUT PREBORED INTO BEAM, T • I/2" GDX PLYWD SHEATHING (BLOCKING m ALL / / f PLYWD SEAMS) • RR., G.J., 4 G.T. AS NOTED ON PLANS (o SPANS OVER 5' INSTALL "X" BRIDGING o CENTER OF p nF T. BEAM A5 NOTED SPAN,U.O.N) SOLID BLOCK ® 12" O.G. • MIN. OF R-44 FIBER 6LAS5 INSUL. w/V.B. �/ O (2) SIMP50N DJT14Z U.O.N., DECK JOIST TIE ® E / POST (1) 1/2"0 H.D. &ALV. THRU BOLT w/ OVERSIZED WASHER 4 END NUT OTYPICAL EXTERIOR WALL C:ON5TRUCTION (TYPJ: / 12 PREBORED INTO POST 4 DECK • UPON "TYVEK" HOUSE WRAP (OR EQUAL) / BE;DROOM BEDROOM " —,4 " ®NCOLUMN BASE J015T TIE • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING 0 — ALL PLYWD SEAMS) ry 6"xb" P.T. POST " • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE F.J. AS PER PLANS GRADE • MIN. R-21 FIBEROLAS5 IN5UL. w. VB., U.O.N. FIR5T FLOOR TOP PLATE II W • 1/2" 6YP5UM BD. WALL FINISH 1' II 1-_11 7 ELEV. +10.1 10 50NOTUBE FILLED u D NEW SIDING NOTE (TYP): �:;?:;•.��:;��. :>:1�{:«:<. SOLID w/ P. GONG. n H t..;.:. . :.......:............ I. INSTALL NEW SIDING TO SELECT O ALL ! ) >Y'.:.:. ,:,., �� :• 2."TYVEK" HOUSE WRAP (OR ECRUAL) i::..'{�:�..•.>�.:;{:: :r�.. \/ LLJ 3.INSTALL ALL AS PER MANU. SPEC.sr,:.....:::{:;:,':.a•...... ..... ;:>k<. C;::.;: %:>:<::;:>;.::::>;;:;:> :>s:;:'>< 24 x24 x12 4.PROVIDE ALL NECESSARY TRIM FOR 1� . F.., :;•::',«•:» ::.:;.:.:;;>::;>:.:> ' ^v:':''' P. GONG. PAD FTG. T ..:1,./.'viii::::i.''}:;''iJ?::'`•':,:v.i!:: J PROPER INSTALLATION y::< ........,...........::.,:::........ ::. 1.;., ... ::.: i :z::r": .... ....:.... U r:.>::..:}.>:�:>;:�:cY.S> .. i';:ii>S:'• R:.,::G.::.:{G:::>;;>:; .;;;:;>:r',::::::5::?22':;<s:;;::>';� dJ 5. SIDING SHALL EXTEND TO TOP OF v::r'.•s:;;:z::::::;>;i;::;:':;::;;:;:i::;t•'::':i>':> Rs'f.': �•.' "<'ai>:`;'Si{;iii;>;':;>;:{ FOUNDATION WALL a.?.:::::., h:.:.::.:::::::•::::.:. ��;,f;,.. .r:: is?`:>:<%;` '; :`':>:»^>`:2 3 :: (I) #5 BENT Q f 4 f :! :vi:'}+::':''�:.:'r:;+ - BAR . ,. �'�..........:................-.......--------- O5 TYPICAL P. GONG. FTG. 4 Y+IALL CONSTRUCTION: KITCHEN L5T. BATH DEN • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SILL SEAL R FINISHED FIRST FLO • ANCHOR BOLTS AS PER PAGE A-200 ---------- ELEV . : : : . F.J. AS PER PLANS ' • P. GONG. FOUND. WALL AS PER DETAIL UPON A-900 . • P. CONC. FOOTING AS PER DETAIL UPON PAGE A-600 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR -, _ Ave.ELEV. �1�>OE I� G�G SUi�i�Oi�T DETAIL • B.O. FTG. 3'-0" BF�OW GRADE MIN. ----- 1 • I/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN APPLICABLE A-601. • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ SCALE: 5/4" = 1'-0" STOOPS (WHEN APPLICABLE) 5 • MA50N TO ACCOUNT FOR F11415H STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) 4" P. CONIC. MIN. 4" BETWEEN EDGES OF O NEW R-50 BA•- IN5UL. IN FLOOR SYSTEM (MIN. R-50 SLAB W/ BASEMENT -1/2" 50UARE BALUSTER AS PER TABLE +02.1.2) bxb-10x10 W.W.M UNFINISHED _-------- TOP OF NEW SLAB (STYLE TO SELECT) -- ELEV. -6.8' SIMPSON H2.5A RAFTER TIE (OR EQUAL) O BEAM/61RDER AS PER PLAN o m i 5/4"xb" P.T. } . DECK BOARDS R SECTION G /A-COI SCALE: I/4" = I'-O" I I (2) I/2"� HOT DIPPED 6ALV. BOLTS P.T..F.J. AS -- -_EA. POST w/ OVERSIZED WASHERS 4 PER PLAN Ng END NUT PREBORED INTO BEAM, POST, DECK TIE 4 RIM BOARD ASSEMBELY 'n = T. BEAM AS NOTED SOLID BLOCK ® 12" O.G. N (2) 51MP50N DJT14Z _j z R.R. AS PER PLANS ------------------------------------ -- (U 1/2"m H.D. 6ALV. THRU BOLT w/ cn RIDGE_HEIGHT DECK JOIST TIE ® EA. POST OVERSIZED WASHER 4 END NUT m O > 12 PREBORED INTO POST 4 DECK Lu R. 1 - 11SIMPSON" ABA44 Q N -�3 o COLUMN BASE JOIST TIE o > P612 ! ry 4"x4" P.T. POST w } w Lu \ / / ATT I G \ \ \ GRADE n (h z 00 z ----- /. . G.J. A5 PERP NS ---- .=.". I1 z Z a LA � , , , �� 8"O 'SONOTUBE' FILLED II W 1_ •,j, _o• / / \ \ SOLID w/ P. GONG. un O O `a II V cr U II X O O O / \ \ ........... N -I -6 I O \ .\ O s -- -- -- --- - 12"x12"x8" FTG. it -N - --- -- - -- - 4 (U #5 BENT L BAR ® o 0 0 16" O.G. w 12 V`-r /' '\ PROVIDE EPDM NEW P.T. ROOF �� BATH MASTER BEDROOM PPF MEMBRANE RAFTER AS PER DECK PLAN DECK SUPPORT DETAIL FtEDA `� Bch, ( r F.J. � PER PLANS FIRST FLOOR TOP PLATE -► s ----- ELEV. +io.l' A-601. 1� _ ��c y SCALE: 5/4 V-0" �� ,v M• o C'r' c U ,� II NEW 'SIMPSON" LUS26 r* o * y C) NEW FASCIA GALVANIZED JOIST HANGER .J .... ,. .., '- i I BOA 03740y p 01% _q PORCH II NEW P.T. BEAM SOF SJ�`N� ✓�� >©K 144r .�a�c" I -6 �I 3 I AS PER PLA - M GREAT ROOM SCREEN ROOM NEW "SIMPSON" P064 PROJECT: 14 LIVING R00 -- (FOR 3 PLY BM) FINISHED FIRST FLOG "SIMPSON" B052-2/4 PASKEVI/ITZ . . . F.J. AS PER PLANS ---- ELEV. +2.0' (FOR 2 PLY BM) I AVG_GRADE RESIDENCE b ? --- ELEV. +0.0' I I Oz ' ------------------- EXTERIOR SHEATHING AS I L PER SECTION NOTES 1700 CEDAR DRIVE SPERNSECTION RNOTES SOUTHOLD, NY L - - P.T. P05T AS IAL AS f BUILDING PAPER 4 HOUSE WRAP 1 '- -6 I TO FULLY OVERLAP FLASHING 1 4" P LONG PER PLAN DRAWING TIT_ -(� I SLAB YV/ BASEMENT - - LE.- -- -- — - 6x6-10x10 WYJ.M UNFINISHED TOP OF NEW SLAB 6AP FOR SECTIONS ----------------- 1 � DRAINAGE 5/4"xb" P.T. DEGKIN6 - - - -- - -- - - ELEV. -6.8 '- N.O.N. ON PLAN/ -.- "Z' FLASHING SEGTION/DETAILS) DETAILS SECTION B IA-600 NEW "SIMPSON" - - POST BASE PER - ��FLA SCALE: 1/4" = 1'-0" POST SIZE P.T. DECK J015T ANTER AS PER PLAN PAGE: NEW P.T. JOISTS AS PER PLAN FASTENED wl(2) FLA5HIN6 DEGKIN6 5/8" 4) x 5" LON6 HEAVY DUTY GAL. LAO IM BOLTS o Ib" O.G. INTO MUD SILL 4 METAL 6ALV. JOIST HANGER AA -603L , RIM BD.;WHEN o FOUND. WALL FASTEN B. 'SIMPSON (OR EC�UAL) o w/(2) 5/6"0 x 5" LONG APPROVED EA. 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AS PER PLAN 50ALE: I/4° = I'-O° SOUTHOLD, NY INSULATION G.J. AS PER PLANS (2) 2"xb" GURB R-21 BATT ..-- - DRAWING TITLE: INSULATION '- 2"X10' PLATE SEE PACE NDONS '4 OR -S SHALL IN5 d STRAPP N6 DETAILS.0SERIES DOUBLE HUNG; INSTALL AS PER MANU. SPEG.'s. ELEVATIONS -- _.�._._::,� __,._..-____.1___. w__T...T - - - -�.T.=.....�._,_..�..:�_w--.•, y Y�II NDOW CHART: ' : :: :: : , : °... .. i �, . - - - - .._. . w..,._,:_._-.__. -..�,._.:�. __,..w'..._.-, _. .-�...V.:..,.._� _. _.w .�._.____.__...�......_ ___.»..,...w.._.__, .._._.. _ p - ---- -- ---- ----- - 11.1.1_ w . _ , ___, -•1 __ - EGRESS ROUGH Z7PENIN6 WINDOW DIMENSION CLEAR q GALL OUT il TYPE QUANTITY MODEL # i WIDTHOR axDx 20" = - - -_ �_�. - - -- - - - ---- --- -- - O Sa :. - - HEIGHT REOVD 24" PAGE: I p ,� WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F. - - - --- - - _ ------------------- -----_ - - - - µ." :. _M, ._.. , ; - - - off s£11 �5:-/y " i z-118" 51-01" 1_O� - =5.'12 OZ A DOUBLE HUNG 21 TW210410 3` - - -- - _ _ -__ - -- - - -- _ -___ - - ,__:-='-_ = i _ - B DOUBLE HUNG -1 TW2052 2'-2� II 3=4j" I1. 2'-I1" 3'-4g" A_700 • 0l .11 .. - _ - __ -_. - w,,,. _ _ ___ __ - - - __ - ___ ------- I :: % ,.. % . __ I .. . G DOUBLE HUNG I TWI836 I'-10 " 3'-bg" I'-9 3'-bi" . , _ - - -- F.J. A5 PER PLANS — - - - - --- - DATE: 06/24/20 _ � M.�. _ , _.._ - - - -- - -- 9 OF 10 D DOUBLE HUNG 3 TW2646 2'-5�" j- 4'8 2'-7 4'-8g" ------------ ____ W crD ' U W F- U 2 J Q 4" FRESH AIR VENT IL tL ILO I L THROUGH ROOF O p I O U Q Q k I Q I I I } LAUNDRY LAUNDRY I FULL BATH ROOM ROOM FULL BATH ____ ---j--- __ FULL BATH FLLL BATH NOTE: ALL PLUMBIN5 WORK LAUNDRY' ALL p FUEL F,SB I}„}pR{G I SHALL CONFORM TO Q� pp pp pp LOCAL PLUMBING CODE p SHALL CONFORM I 2 1 2"1 I 1 2°1 I I I TO LOCAL p i 1:211 2„ I I I I i PROVIDE "ABESGO FP200 FR O :3� 7 I I I PLUMBING GODS E z I 1 1 I EXPANDING FOAM" (OR EQUAL) p Q j �V I$ QI 1 41 I QI I Q4 x O FUEL 6A5 v I I 1 1 I I AT ALL PENETRATIONS IN FIRE U I n1= 31 I VI V EGEND U I w 3 Llry I I� - I _ Lu 1 I RATED wALL5 AND N *I I U :_ IU z Iv K cV Iv z Iv 1� N 3" FLOOR I I I I FLOORS/CEILINGS. PRODUCT 1 = 1 I- I_ = I_ �_ = I_ �_ HOT WATER _ PIPING PENETRATIONS: DRAIN w/5" 2 Ir�}}OwER 2-1 1 211 1 I CONFORMS TO ASTM E 814, c\II �� i i SHOWER INIn n�L- I11 `IN NB - DRYER EXPANDING FOAM" (OR EQUAL) �Ir11- SUPPLY rt 1. PROVIDE "ABE5c0 FP200 FR VrASF R TUB I A5TM E 64,AND UL 14-19 ---- }-}- - ® I I } f I- TRAP I I - -- - - -- --- - T WALLS l - --- -- -- ---- - -- - ---��- ,�------- --- GOLD WATER A G.O. 2 1 :211 .._ _. _ . ._.._ _ _ . _ _ _ SUPPLY -_-- _-- AND LOORS/,GE LIN65. �.._..-.._zly__.-. y.._.. y.. .._.._. _. - - - - - ------- — - - - - �- 2.PRODUCT CONFORMS TO ASTM E - - - - G.O. KITCHEN FULL BATH I j I 814,ASTM E 84,AND UL 14.79 HALF E TH LAUNDRY KITCHEN FULL BATH HALF BATH L ROOMY I • PROVIDE ABE5c0 FF200 FR _ ROOM _ --- ALL PLUMBIN6 WORK - -- -- I I EXPANDING FOAM" (OR EQUAL) _ - --- SHALL CONFORM TO I j AT ALL PENETRATIONS IN FIRE LOCAL PLUMB I N6 CODE I RATED NALL5 AND LAUNDRY FLOORS/GEILING5. PRODUCT 13 KITCHEN 12" 2111 11 O I CONFORMS TO ASTM E b14, O 1 2 1 1 I I 2 I ASTM E 84, AND UL 14-19 I 1 I l I I 12" I f IL Q I I I F to 7�1 iI� Qi il� ' . QiI Qa ii Z E FLOOR 1 I IL X31 I : X31 s , I : � � 1 . u cn N 1 DRAIN 11 2" I I i= V z' I U i* cr Iv I* Iv 1 iv i I RANGE 2" 1 w/5" 2 2" $}{OWER 1 Niry cr WPSHER ` jc\V N DW N- 1= - Q N I TRAP 2" GLEAN OUT NI _ •-1n o4 �In Fc\vIn SHOWER- I I m DRYER cV O J WASHER -- - - - r� - n=-- I -= -- -•--I- �j — - - - - -- - -- - - - -- W - - A5 REQ D -T 1 I G.O. 3" 2 3.. ---` - -- -- -46 ------ ------4L-- ---------' -9 , L~iJ >- - EXIST. F.A.I. TO - --- .._.._ __. _.._..__�.._ .._..__.._.._.._.._.._ .._ 1 .._.._. _.._.._. L_.._.•- -- I - - - --- -- - - --- ----- -- -- - - - -- -- - REMAIN N.I.F. I N Z O � FUTURE BATH __ ABOVE DFE) FUTURE BATH i 500 GALLON w U J Q z _---r z 1 z MAKE/MODEL 2 u, g _1_ O PROPANE TANK o O 03 T50 2V r I 1 1 5" FLOOR DRAIN V F_ 1 I U Ir � U w/3" TRAP lu N 04 04 tn �p 1 �S7 I I N Uro I I j UO N Q 0 o Ti V 1 I I Q 4' 1 I Q4 : Q m ui ! I w 1 i v I w o O o � 1 I N jVl� jvlX IK� K N 3 - .. ---+ - I - :_ IT- :U 1x n NEW 2" 2" I I �Nlry �nlry1= TUB 1 L L - - --- - - - - --}-I\------ —l-I\ In TUB BOILER - - - ------: --- ------=------------- I -- -- G. 2 �.._.._.._..�,y_..�y_.._.._.._.._�.._.._.._.._.._.._.._.._..-..-.. ----- TO STREET -- -- -- - -- ---- --- - - --- ---- G.O. ' ' --- -- - WATER MAIN -- A MAIDA N DRAIN - ��`� N` O,A� 4", �Uc, r�AU 4" tp• 1 i`�'? HOUSE TRAP '4 O PLUMB I N R 15ER - SUFFLY - - CAS R 15ER - SUFFLY - * c.o. SCALE: NTS SCALE: NTS 9 037405 O0 0- ri CL- ' O 4„ PROJECT: - TO SUFFOLK COUNTY SERVICES DEPT. OF PASKEWITZ HEALTH APPROVED SEPTIC SYSTEM RESIDENCE 1700 CEDAR DRIVE FLUME31 NO RI EBER - DRAIN / NASTE / VENT SOUTHOLD, NY SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: wvo% L-:.®0 . DATE: 06/24/20 10 OF 10 ..................................................................................... COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN COD S pnTE21-3-L-q^ Q P ` "�" AS REQUIRED t SOF -m f,rliiv" NT AT N i IFY 7E� 1F��2 8 A.t,A TO 4 PM FOR THE. $ „ FOUI.OWII`!G 1NSPECTIOI `�: �. FOU a^ATiO'sS - T�.'VO RFOUIRED FOR POURED CONCRETE 2. ROUGH - FR €,. PLUh�i1JINGexteriorlighting INSULATION laced or 3 MUST installed,reg 4, FINAL - COr.,STRUCT�uN •� �� ; repaired shall conform BE COMPLE T r.a FOR C.O. ^I_L I,,4EET THE to Chapter 172 ALL CONSTRUCT!0� Sh\ p E CODES OF NEW of ths.Town Code REQUIREP�1rNTS OF TH �. YORK STATE. NOT RESPONSIBLE FOR ONSTRUCTION ERRORS. DESIGN OR C W X OCCUPANCY OR W USE IS UNLAWFUL U WITHOUT CERTIFICATE Dust provide Manual, � J CF OCCUPANCY D, J and S as ger a PSS Energy Code - # . PLUMBER CEPTIFICATION PLUMBING ON LF4D CONTENT BEFORE ALL PLUMBING WASTE 1CATE OF OCCUPANCY &WATER LIKES NEED TESTING BEFORE COVERING 01=P USED IN WATER . Y TEM CANNOT I!;U OF 1 LEAD. Blov.*er door rnd ductwork DO NOT PROCEED WITH testing required. FRAMING UNTIL SURVEY APR F FOUNDATION LOCATION HAS BEEN APPRCIVED, AF z w O U LiJ Q O i w D ARCM M. P �F 0 �O PROJECT: PASA FWITZ R ESI )ENCE 2 ARCHITECTURE APORTILLO, R.A. LEED AP • - � � � PMl'dMtn M.. .. ,..e -ry s N' iwi.:TaM1Vrt-'".'MElmM.1.`q•N�AS."A•Mi�l..."+AhRr''.dNe •rAW.'..dIM�'..•M1t.M.�'MW- n .«.. _ .i-.7-777=777 7 M'i�IAM•"9�a"gAP'wA�' '�•� .: ' „ y.. ,. •W- 1700 CI PAR DRIVE'777 7 J_ s SOUT OLD NY 15400 FAIN ROAD 254 36TH STREET, SUITE 256 DRAWING TIT MATTITUto%;K, N .Y. 11952 BROOKLYN N .Y. 11232 f TITLE PAGE LLC 0:516-2 :'L4-0160 0: 716-572-4741 PAGE: LOO DATE: 6/6/19 1 OF 10 I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. NOTES $ SFE:G i F I GST I ONS CARPENTRY 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED GLEARANGE:S ARE PROVIDED. - - - t - TOCETHER AT ALL TIMES. IT 15 ALSO THE WNTRACTOR'5 RESPONSIBILITY TO READ ALL NOTEOTHERWISE NOTED.5, INSULATION FENESTRATION REGQU I REMENTS `r- � 00 TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL, LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN 3. ALL SLIDING, &LASS DOORS, 5KYLICHT5, AND ANY OLA55 UNIT INSTALLED 8" MIN. FOUNDATION EXPOSURE. WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, UNLESS OTHERWISE NOTED. �� NYSE�.G 2015 TABLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COMPONENT PROPERTIES COMPLIES PROVIDE SILL SEALANSULATION. 512E OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH R4O2.I.2 MANUFACTURER'S SPECIFICATIONS. - -- APPLICABLE BUILDING, DEPARTMENT. ---- I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. MIN. R-13 + R-5 AS PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WR-5 CONTINUOUS INSULATION WOOD FRAME WALL R-VALUE R-I3 CAVITY INSULATION TABLE 402.1.2 OF NYS YES - (OO GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib 6A6E METAL JOISTS HAN6ER5 BY "TECO' OR ENERGY CONSERVATION GORE. ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. STRUCTURAL DESIGN CHARTS 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN b. PROVIDE FLASHING PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR R-50 - 10 OWENS MIN. R-49 AS PER TABLE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ROOF R-VALUE CORNING FOAMULAR 402.1.2 OF NYS ENERGY YES AND AUTHORITIES HAVING JURISDICTION. 250 RIGID INSULATION CODE - CLIMATE ZONE 4 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - - - _..--_---- _--_--- _--- _--_- - 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 50REF-NS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NYSEGG 402.1.3 AND TABLES A-200 HOLDOWN, ANCHOR BOLT, U.O.N. WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM OF THE OWNER/BUILDER YES . ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-I/2" BEARING 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM STRAPPING & NAILING DETAILS 7 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. AIR LEAKAGE=0.30 CFM/5F STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE AIRCHITEOVENGINE'ER BEFORE PROCEEDING, 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 9. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MIN. R-49 AS PER TABLE WITH THE WORK. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE R-49 INSULATION 402.1.2 OF NY5 ENERGY - 9 ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE CEILING R-VALUE YES A-500 SITE PLAN 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH GODS - CLIMATE ZONE 4 UNLE-55 APPROVED BY THE ARCHITECT/EN6INEER. P.T. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ZONING DATA PROJECT CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, - - - -- PROJECT/ ZONING CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING, SHALL BE NAILED AS PER FASTENING SCHEDULE ROUGH OPENING,, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS MIN. R-30 AS PER TABLE BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, 5HEATHIN& 15 OF 1/2" THICKNESS ON WALLS AND REQUIREMENTS. FLOOR R-VALUE R-30 INSULATION 402.1.2 OF NYS ENERGY YES ROOF AND Is OF GDX &RADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CODE - CLIMATE ZONE 4 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING, REQUIREMENTS WHEN 10. WINDOWS IN TUB/5HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE - - -_-- --- _ ----- A-400 FOUNDATION PLAN { APPLICABLE. TEMPERED 6LA55. 9. DO NOT 50ALE DRAWINOS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX &RADE. 10. OWNER/BUILDER ARE RESPONSIBLE: FOR ALL INSPECTIONS, APPROVALS, G AS PER FASTENING, SCHEDULE ON PACE A-1 AND GLUED, U.O.N. PLUMBING DETAILS L NAILING, I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW)) JJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR SHEATHING, TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR SYSTEMS TO NYC, PLUMBING, CODE AND NYC, DEP REGULATIONS AND NYG 11. THESE SET OF DRV AWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. BUILDINGS BULLETIN 2008 005. i AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. -�jOO FIRST FLOOR PLAN Lu . BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIG,HTS AND AT { PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING,. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION SECOND FLOOR PLAN 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERV15ION OF THE WORK AND IS - --- -- - -- J 14. PROVIDE X GROSS BRACING, AT JOISTS,STUDS, AND RAFTERS WHEN SPANS AND AT BASE OF VERTICAL WASTE PIPES. RESPONSIBLE FOR DE516N INTENT ONLY. WINDOW SCHEDULE EXCEED 8-0' AND AT EVERY 5'-0". 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE FOOT. TABLE R501 .7 Q 14. THE CONTRACTOR SHALL KEEP PR=-MI5E5 REASONABLY CLEAN AT ALL A-2 5. G,ENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ROOF FRAMING PLAN I, TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL - V15H WASHER..........................................2" ___. ------ - SECTION A & DETAILS RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. - KITCHEN SINK........................................2" STRUCTURAL MEMBER ALLOWABLE DEFLECTION BROOM GLEAN. - LAVATORY...............................................2 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING, AND 5TRAPPIN6 ADDRESSED ON FACES A-1 - SHOWER/TUB..........................................2" ----- --- TOILET........................................................3" I LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGFI A-3 - RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 e O - LAUNDRY ................................................2 SECTIONS B,C & DETAILS AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. - FLOOR DRAIN..........................................3" W/ NO FIN15HED CEILING ATTACHED TO RAFTERS GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 4 IG,. THE GONTRAGTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER INTERIOR WALLS 3 PARTITIONS H/180 THROUGH ROOF. COMPLETION OFPROJECT. -- -- -- ------ ------ ------------ - ----------------- ------------- 19. AT RO16H OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 A5 PER PAGE A-I THROUG,H A-3. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d FLOORS 4 PLASTERED CEILINGS L/360 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DRAIN COCKS AS REQ D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW --- -- ---------------- - -- ---------- -- -- A-700 ELEVATIONS ARCHITEGT/EN51NEER, AND THEIR AGETLT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN PROTECTION. AGAINST ALL CLAIMS, DAM. -E5, LO°>5ES AND EXPENSES, INCLUDING, ALL OTHER STRUCTURAL MEMBERS L/240 ATTORNEYS FEES ARISING L r OF OR RESULTING, FROM THE, PERFORMANCE OF ACCORDANCE w/ AWPA 022;WHERE DRILLING, AND/OR GUTTING OCCURS, FIELD WINDOW SCHEDULE TREAT LUMBER w/COPPER NAPTHENATE WHiGH SHALL CONTAIN 2A5 COPPER 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED - -- - -- ----- -------------- - ------- ----------- THE WORK PROVIDED THAT ,NY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPENTED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD WITH BACK FLOW PROTECTION. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 13001LIS ATTRIBUTABLE TO ODIL INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ITSELF INCLUDING, THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, HEALTH DEPARTMENT STANDARDS AND REGULATIONS. _.- -__-_ _. --__ -__ _ - - I OO PLUMBING RISER DIAGRAMS WHOLE OR IN PART BY ANY NE6LICENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLYETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 10. APPROVAL AND IN5PEC•TION 15 REQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GAS RISER DIAGRAM EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY TO CONGEALMENT OF PLUMBING. BE LIABLE REGARDLESS OF WHETHER:OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING,: __- -- -_._.- --- ----------.__ -__---- ------------__ - ___--_,---- -- PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN 1.9E MICROLAM II. NOTCHING, AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. B. GEORGIA PACIFIC 2.OE 6-P LAM NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED STRUOTURAL DESIGN LOA175 - --- -- - -- - - ----- I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF 0ONSTRUCTION INCLUDING, PSL (PARALLEL STRAND LUMBER) DENOTES NOR ANY POTENTIAL DAMAGE THEREOF. BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR FOUNDATION, CONCRETE, AND MASONRY TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, SPECIFICATIONS, L TO BE INSTALLED A5 PER MANU. SPEC.s I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES USE LIVE LOAD DEAD LOAD APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ---- ------ -- -- - - 22. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE AND SPEGIFIGATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR BALCONIES 60 psf 15 psf AUTHORIZATION OF THE ARGHITI=GT/E1�61NEER. NOTES, AND TABLES ON PACES A-1, A-2, d A-3. THE FA5TENIN& SCHEDULE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. P 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGSPECIFIES THE REGIV NAILING FOR THE SHEATHING,(ANY NAILINGS 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L DECKS 40 psf 15 psf NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING p SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED - - - - - - --- -- - --------- -------_ -- PERTAINING ARE TO BE FIELW D VERIFIED. 5HEARALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). 3. SOIL TO HAVE MIN. BEARIIV6 CAPACITY OF (I) TON/50. FT., U.O.N. PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN 20. CONTRACTOR TO REMOVE ! RELOCATE AS REQUIRED ALL EXISTING, WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNp./FLOOR PLANS. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS - -- - - ----- - ----- --------- --- ----------- _ WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23 COLUMN BEARING AS FOLLOWS: OTHERWISE NOTED ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD POSTING, TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS ---------------------------------------------------- 22. PROVIDE FIREBLOCKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS O UNTIL 151 TIER OF FRAMING, IS IN PLACE. ROOMS OTHER THAN SLEEPING, ROOMS 40 psf 15 psf EXIST. WALLS d 12" LONG, HOOKED BOLTS O NEW FOUND. WALLS). FOR ANY 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AINST ANY P05TIN6 m G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (o MIN. 16" 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN05. 5LEEPINO ROOMS 30 psf 15 psf UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED o POSTING,,U.O.N). COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ SOLID WITH CONCRETE. STAIRS 40 psf 15 psf Z STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 3 ANCHOR BOLTS, ---- ----------- --- ------- ------ -- - - - w CODES AND REFERENCE STANDARD: U.O.N. WITH TOP GAPS o STEEL COLUMNS TO BE MIN.y4" BENT PLATE 8" LONG 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. GUARDRAILS AND HANDRAILS 200 psf 15 psf 2 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE , N INTERNATIONAL w/b" RISE d w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS BUILDING, GODS, 2015 INTERNATIONAL F2ESIDENTIAL CODE, RND 2015 PROPERTY SET b DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 25 0 - MAINTENANCE CODE. DAYS OF 4,000 P.5.1., U.O.N. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,,CONNEGTIONS OF ASPHALT ROOFING 5HIN6LE5 ROOF LOADING (LIVE = &ROUND SNOW LOAD) 20 psf 15 pgf FOR CATH. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 1. ALL SLOPED ROOFING, SHINGLES SHALL BE 6AF-GLA5S-A ASPHALT ROOFING, 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH CONSTRUCTION MANUAL BY AF d PA. SHINGLES OR APPROVED EQUAL. b MIL. POLYETHYLENE VAPOR BARRIER UNDER _ -_---___ 3. ALL PLUMBING WORK SHALL CONFORM To THE 2015 INTERNATIONAL PLUMBING 2. SHINGLES SHALL BE APPLIED OVER 15# BUIL.DIN6 FE-T,UNLE55 OTHERWISE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE No OTHER ST WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) --- CODE. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - w 1 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL (1) HALL TIE PER (3) 50. FT. -- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL LINE. d 24" FROM ALL VALLEYS, AND ROOF FLA5HIN5 CONDITIONS. - - MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. CLIMATIC AND OEOORAPHIC DEVON CRITERIA 3. PROVIDE FLASHING, NECESSARY FOR WATER TIGHT AND WEATHERPROOF 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, __ _ _ _ 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, CONSTRUCTION. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. -_--- NEPA 70 AND 2015 INTERNATIONAL E:W=R:6Y CONSERVATION CODE. 4. ROOFING, 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING, TO EXTERIOR OF FOUND. -ROUND SNOW LOAD 20 LBS SPECIFICATIONS. FROM FOOTING TO 2" ABOVE FINISH GRADE. BA510 WIND SPEED 130 MPH �D A'R GENERAL WIND PROTECTION CONNECTION NOTE-5: C+ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL - ---_. --- -------- --- -- ------_"- 5. NAILING, OF R:OOFIN6 SHALL BE TO CODE. IG,. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF - -" - CONSTRUCTION;SSTIP 10-99 AND 2015 SEC, HIGH WIND EDITION WOOD FRAME 40"F AND FALLING,UNLESS APPROVED BY ARCH TEGT/ENOINEER. NO CONCRETE EXPOSURE CATEGORY B - �O SQA CONSTRUCTION b. CORROSION RESISTANT 11 &AGE ROOFING NAILS AND Ib CAGE STAPLES ARE SHALL BE PLACED ON FROZEN SURFACES. ----- - ---------- ------------------------- -------------- -- -- - - ---- h ,� I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, B Q FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. PERMITTED SEISMIC DESIGN CATEGORY 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ g�ef��\ O 2. APPROVED CONNECTORS,ANCHORS AND OTHER FA5TENINC DEVICES NOT 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ENGINEER. ----- - -- -- - - -- -- ` INCLUDED IN THE STANDARD BUILDING, CODE, SECTION 2306 OF 15-SHALL WEATHERING SEVERE , BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2:12 PITCHES TO 4:12 PITCHES 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE --------- --- -------------------------------------- ---- 3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED 5. ASPHALT 5HIN01 ES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF EVER APPLICABLE. FROST LINE DEPTH 3'-O" �J` 3740'-1 O DIRECTLY TO THE WEATHER OR SIUBJECT TO SALT CORROSION IN COASTAL THE SEALANT TO UPLIFT FORGES USING, ASTM D 6381. ----- - - _---.-- OF q�_k AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. l0" - NE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL DEEP PROJECTING, 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 TERMITE MODERATE TO HEAVY 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTOR5 SHALL BE DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO ----- - --- ------ - --- - ---- ----- ------ PROVIDED AT THE TOP AND BOTTOM OF GRIP-LE STUDS, HEADER STUDS GYPSUM WALL BOARD HAVE bxb 10/10 WELDED WIRE REINFORCING. PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ICE BARRIER REQUIRED YES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING COMPOUND METHOD. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN -- - - -- -- ---- --- - ---- ----------- RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER 15 LOCATED 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" DEEP 3 PAS K 'W DTZ IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 2. ALL -YP5UM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLE-55 3'-0" BELOW GRADE. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4b AND EVERY DEEMED APPLICABLE. R ES I 1 ENC E Ib' WITHIN 4' OF EXTERIOR CORNERS. 8. SILL PLATE TO FOUNDATION ANCHORA&M 51" PLATE SHALL BE ANCHORED 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS MECHANICAL CONNECTIONS: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET OF I" AND 3"X3"X�" WA:- °RS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE W55TITUTED - - - - - - PROVIDED WITHIN b TO 1' INCHES OF EACH END OF EACH PLATE. ANCHOR EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL WITH AN APPROVED EQUAL PRODUCT. BOLTS SHALL HAVE A I� 'IMUM D45EDMENT OF 7" IN CONGRETE/MA50NRY CoNCRETE PANEL5 OF 5/6" THICKNESS MINIMUM. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 1700 CEI AR DRIVE FOUNDATIONS. ANCHOR tJLTS SHALL BE LOCATED WITHIN 12 OR CORNERS "SIMPSON" MANUFACTURER. AND AT SPACING NOT EXCEEDING WON CENTER. 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS,AND EDGES SHALL BE 3. ALL LOADING, CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SOUTH ILD, NY TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL SITE WORK TO DRY BETWEEN GOATS. FINAL COAT TO BE SANDED SMOOTH. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED DRAWING TITLI 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, ALL OPENINGS. 5. INSTALLATION PROCEDURES SHALL. ALWAYS BE CARRIED OUT AS PER RECEIVE CLARIFICATION FROM ARCHITEOVEN&INEER PRIOR TO PROCEEDING. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERAL NOTES 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. SPECIFICATIONS OF THE ',PRODUCT BEING, INSTALLED PROJECT/ZONING DATA STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. INSULATION 7. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY ARCHITECT STOCKPILE ALL EXCAVATED MATERIALS. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE FOIL TO BE PLACED TOWARD WARM SIDE. ONLY ALONG, WITH SPECIFICATIONS LISTED ABOVE. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. PROVIDE 2" R-10 R1610 FOAM INSULATION FOR EXTERIOR FOUNDATION ELECTRICAL: WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PAGE: 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY FOUNDATION WATERPROOFING,. CONSERVATION CODE. 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 100 - 9" R-30 FOR FLAT CEILINC75 COMPLETION OF WORK. - 8.25" R-3OC FOR VAULTED AND CATHEDRAL CEILINGS - 35" R-13 FOR 2"x4" WALL CONSTRUCTION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION - GENERALLY,VERIFY OR PROVIDE HARD WIRED - 5.25' R-21 FOR FLOORS SMOKE DETECTORS w/BATTERY BACK-UP IN: MECHANICAL. FUEL OAS: A. EACH SLEEPING ROOM DATE: 6/6/19 2 OF 10 I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE B. OUTSIDE OF EACH SEPARATE SLEEPING, NYS MECHANICAL CODE AND FUEL GAS CODE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (CENE'.RALLY THE HALLWAY) G. EVERY LEVEL OF DWELLING (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ,�' I LOAD u }�I I }�I G FASTENING SCHEDULE A CONSTRUCTION DETAILS I$ Y`4I I�iD LOAD PATH AI C.,HOR 5OLT SFEG I F I GAT I OI S NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR 5TRAPPINO AND NAILING REQUIREMENTS, CONNECTION DETAILS AND ROUGH OPENING FRAMING REOUIREMENT5) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 50ALE SPECIFICATION (WFCM TABLES 5.2A d 3.28, P. 112) CORNER CONDITION 6•_12• FOR ALL STRUCTURES: FASTENER SPEC. FASTENER 5DESCRIPTION ANCHOR BOLTS ® 311O.G. AND QUANTITY SPAG I NG • ROOF I$ GE I L I NG FRAMING %v NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JOIST WOOD JO I S I. MIN. 7" EMBEDMENT INTO CONCRETE w/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL JOIST HANGER END TOP TWO GOUR5E5 SOLID CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-16d COMMON EACH LAP GIRDER/HEADER OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES FROM ENDS AND CORNERS (TWO ® CORNERS) 1 (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-6d COMMON EACH END 1 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G I RDER/HEADE:R WALL FRAMING ww T`I'P I GAL NA I L I NO/STRAPP I NC REOIJ I REMENTS FOR U P L I F T SHEAR I$ LATERAL lel I N D RESISTANCE TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT 0 TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON J015TS - EA. SIDE F_ U TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, LATERAL WIND RESISTANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. V J HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGE5 Q WALL STUD WALL STUD CONNECTION DI s D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON 4 PER STUD BOTTOM PLATE a BOTTOM PLATE BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON I'2 PER FOOT BATHTUB ENDJOI5T, or BLOCKING (FACE-NAIL) DOUBLE JOIST DOUBLE JO I ST AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMING PLATES) CONNECTION: JOIST TO SILL TOP PLATE or GIRDER (TOE-NAIL) 4-6d COMMON PER JOIST ` FOR STRAP - 5 8 d COMMON NAILS ® EA. I o END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END D I a FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - _2 _I6_ d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS - --- ---- - - - - -- ------ -- BLOGKIN6 TO SILL or 5-1162d COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD To TOP PLATE (TOE-NAIL) \ FLOOR CONNECTION H/ # LPT4 SIMPSON (OR - - - - - • ` EQUAL) ® PLATFORM TO SILL PLATES - LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I162d COMMON EACH JOIST- STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KING STUDS BAND JOIST To SILL Or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER CRI PPLE STUD ROOF SHEATHING N A I L I N O/STRAPPING @ Y �4 I N D O Y`4/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPH I G, 5d COMMON 6" EDGE / 12" FIELD HEADER PERIMETER ZONE INTERIOR ZONE THIS SECTION) 5d COMMON 6" EDGE / 12" FIELD TOP PLATE (4" O.G. ® GABLE NOTATION: - --- --- -- RAKE O.f -_ JACK STI 105 A- NUMBER OF Sd NAILS• EA. END OF 5TRAPPIN6 (3.7,P. 157-2001) OE I L I NG SHEATHING B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B,P. Iq3 -2001) WALL STUD _ G- NUMBER OF FULL HEIGHT KING STUDS _- - -- ----___- --- ----------------------- -- - - o EA. 51DE OF HEADER (3.236,P. 143 - ALTERNATEj5.23D,P6. 194 -2001) GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER O EA. SIDE (3.7, P. 15"1 d WORKSHEET-2001) HEADER (522F, E- NUMBER OF STUL -- -- ---_ __-_ I'—D F- NUMBER OF Ibd6NAILS, ENDO-NAILED OTHROU6H ADJACENT JIACK STUD WALL SHEATHING TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A To END OF S1LL(V o EA. SIDE (DOES NOT APPLY To DOORS) —G (3.8,P. 157 3 WORKSHEET -2001) STRUCTURAL PANELS 6d COMMON b" EDGE / 12" FIELD -- - ------_-- 8 E— OPENINGSGYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Z lel I NO RESISTANT CONSTRUCTION CONNECTORS FASTENING SCHEDULE B - W - - - - - - - _ -- - - ROUGH OPENING F DOOR - - - -- --- - - RAMING REQUIREMENTS FOR WINDOW/ - - - F IN ACCORDANCE WITH D FRAME FLOOR CONSTRUCTION MANUAL 001 EDITIONI CONNECTION LOCATION: PART NUMBER: NOTES: _ - - - - - - - - -- - - -- -- - - -- — --- - - - - THING SUBFLOOR U n .. :._ � - - --- -- -- - --- ---- ---- --- —------ ------- STRUCTURAL PANEL5: - - --- -- - RIDGE-TO-RAFTERS 0520 @ 21 APPLY TO EACH PAIR OF RAFTERS A NOTATION Iil I" or LE55 5d COMMON b EDGE / 12 FIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER i- ROUGH A B G D E F G GREATER THAN I" IOd COMMON 6" EDGE /b" FIELD p OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 21-011 2 1 1 1 1 1 W - 4'-0" 4 1 2 2 2 2 PLATE-TO-HALL STUD 0520 @ 18" APPLY TO EACH WALL STUD _ REQUIRE5 SILL PLATE OF 2"xb" (MIN) 6-0" 5 1 5 5 5 5 ' 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 0 36" APPLY TO EACH WALL STUD REQUIRES (3) 2"x12" HDR (MIN.) -- -- ---- - ------------- -- x ®'APIC �� -- -- 7 2 5 4 4 4 h M. HEADER-TO-JACK STUD 0520 ® 12 APPLY TO EACH JACK STUD -- - - ------- - -- -- ----------------- CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLr7DOWN ANCHOR 55TB16 APPLY TO EACH 51DENALL END y0. WRAP UNDER DOUBLE SILL PLATE 3�ao`� IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 3" SQUARE WASHERS) FDF N�� USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SPL I Ci I NG OF TOP PLATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE TASK "W I TZ �TH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS R ES I t E N C E CONTINUOUS BUILT-UP GIRDERS, THREE OR MORE SUPPORTS FOR WIND - EXPOSURES 54C, - FOR WIND - ExPosuREs BaG - _ ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE --- - --- - --- -- - BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE =`- BETvlEEN 1/6 DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) 1 E CONNECTION t 1/4 OFA V DESCRIPTION ASSEMBLY REQUIREMENT5: �LD NY PATTERN - _ -___ -_-_-_-----_-:_--__--_-__ -------_ _ --- u WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER „ T1 1 MAX.52• 5IDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12-O :2'-O /2'-b 12-O 3-O A (2)ROHS 10d NAILS O 12.OJG. P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE --- --- - - - - -- ------------------------ - ---- B l5)Rows 10d NAILS a 12•oG. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 161-0” 51-011 I6'-O" 4'-0" DRAWING TITL) - P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, - - -- --- - ---------- - ---------- - ---—- - --- - - G (2)RON6 I,n• it BOLTS a I2•o.G.srA66ERm; Two-PIEce NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE :20'-0" 4'-0'1 20-O 5-O HOEDOWN, ANCF ?R BOLT, DBL'a ENDS BUILT UP 61RDER P MAx.52. TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. D (2)ROWS I,/2'm BOLTS O Ib'O.G. 24'-0 4-0°1 24-0 b.-O., STRAPPING, & N, SLING DETAILS NAILING: _ _____--_ ____.._._._________ _--_ ______.____ _ STRUCTURAL DE; ICN LOADS E (2)RcW6 V2'm BOLTS O 24-OZ,. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28 „ -O 5-O/b-3 28-O 7-O BETVEEN 1/6 WITH Iod NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 5-5/8•TRUSSLAGK SGREws O 12'O.G. d 1/4 OF A OTHERS STAGGERED WITH A DISTANCE OF Ib INCHES SCREWED ON(1)SIDE OF MEMBER _ a ,_ n _ u BETWEEN NAILS IN A HORIZONTAL LINE;OR GIRDERS ARE 32-O" 6 O /7 6 5:2'-0" 8 O (2)ROWS 5-516'TRUSSLOC.K SCREWS a Ib'O.G. C7 -- -- --- - - - -- - ----- — - -- --- ------ -- TO BE NAILED FROM EACH 5IDE IOd NAILS, TWO NEAR - - - SGRLD ON 0)SIDE of MEMBER w/EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE: 36'-O" 7'-O"/8'-9" 36'-O" 4'-O" AGE. H (2)ROWS 5-516•TRUSSLOOK SCREWS O 24.O.G. PDISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51N6 2-166 NAILS PER FOOT.FOR SHORTER SPLICE CED IN ORDER TO SCREWED ON(U SIDE OF M9R LENGTHS,THE NAIL SPACING SHALL BE REDU THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS Rope!;'TRU55L OCK SCREWS O 12.O.G. BUILT UP 6IRDEi2 P MAX.32• THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS J f :RL9HED ON BOTH 5IDE OF MEMBER - - - - -- - ------- --- -- ------------- -= _ ON EA. 5IDE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDIh1G 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED K A- 100 ROWS��TRussLOGK SGREI^L<i a I6•o.G. IN EXPOSURE B 50'-O" 10'-O"/12'-b" 50'-O" 13'-O" :.,REy®ON BOTH SIDE OF MEMS INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ (2)Rows 5•TRL155LOGK SCREWS a 24•O.C. BETKEEN I/6 A P15TANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL �: L SGRENW ON BOTH SIDE of MEMBER s v4 of A HORIZONTAL LINE. HEI6HTS FOR OTHER WALL HEISHT5,H,THE TABULATED UNIT 60-O 60-O,� 161-0.1 - LATERAL LOADS SHALL BE MULTIPLIED BY W6; FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-0" 7o'-O" l4'-0" DATE: 6/6/19 3 OF 10 NOTE_ FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LEN6TH BY THE FOLLOWING FACTOR 1.BEAMS t WAVERS Nor rIOTEO WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WEEN 6'OR SMALLER CONNECTION PATTERN 8'WHEN 10.OR LARGER P. GIRDER. 9'WALL- 1.125 80'-O" I6'-O" 80'-O" 22'-O" 10'WALL-1.25 -- - - --- --- - --- ------ --- ------ ------- --—--------------------------- 2.WHEN SGREKN6 OR NAIL.IN6 FROM BOTH SIDESOF MEMBER- FOUR-PIECE ANCHORING: 11'WALL" 1.5-M OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR lo'-o•wAl..l NAILED To WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL ...- --------' --------------_.------------------- ._-.---- .-.----- --------- _--------- -- -------- ---------- ----------.........................--...----------'"-----..----- -----........ ----- - -------._ .-------- - ----_ ---- - -. - _ . - _..-._..._-_ _-_._._ PROJECT IZONINGDATA ...._ . . -- LOT COVERAGE SETBACKS --- - .. _ - - - --- - -- - - - - ----- . ._ - -- - -- - - - - - - - - - - - - TAX MAP �$ 1000-�78-8-I1.1 DESCRIPTION AREA % LOT LOT AREA - 52481.1 S.F. ; R-40 G COVERAGE ZONING DISTRICT R-40 G TOTAL LOT AREA 52,481.1 S.F. LOT AREA 52481 .1 S.F. - - - - -- - MPLIES , 2Q3.8 S.F. 2 5% REQUIRED EXIST. PROPOSED GO PROPOSED HOUSE FE. 'A FLOOD ZONE AE/X/NA FRONT YARD 50.0' N/A 60.0' YES PROPOSED DECKS 210.3 S.F. 0.490y WETLANDS DISTRICT NO n/A PROPOSED SCREEN-ROOM 142.4 S.F. 0.3% SIDE YARD 15.0' N/A 26.0' YES DEC DISTRICT NO n/A TOTAL AREA OF ALL STRUCTURES 1646.5 S.F. 3.1% YARDS BOTH SIDE 35 O' N/A 83.6' YES ------ -------------------------------------- - _ --- MAXIMUM GOVERAOE ALL0I^1ED = 2096' REAR 50.0' N/A 302.2' YES EX I STING PROPOSED FIRST FLOOR AREA - 1,23.8 S.F. F- SECOND FLOOR AREA - 1,04-7.8 S.F. uj F- V GROSS FLOOR AREA - 2341.6 S.F. � J - a BEDROOM COUNT - 6 SITE LAYOUT NOTES: 1. THIS IS AN ARCHITECTS SITE PLAN 15 SUBJECT TO VER I F I GAT I ON BY A LICENSED N/O/E SURVEYOR. THE INFORMATION = m� < REPRESENTED ON THIS S 1 TE PLAN 15 TO THE KAMAr�AR I S ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED DWELLING FROM A SURVEY DATED NOVMEBER 251 WELL 150'+ 200cf AND PREPARED BY: PECONIC SURVEYORS, P.G. BLUM I N 54.0' P.O. BOX a0a RAMSEY � N/0/E SOUTHOLD, N.Y. I I�� S TELEPHONE: (631) -765-5020 DWELLING 7004 R I CHARD A PURLIG WATER � \��Q GAVALLO hr� DWELLING _- WELL w Uri ,�� 'ter DWELLING . � PUBL I G WATER ry0 v k 6 ` �� rioN TEST HOLE / LOCATION - O sr n "? - /�� O' 0 y 6 S )- O EL- SFD wu 7 \ - -- - ------ -- - - --- . i' oo�� BFO ' OG \ w BOOMS DAp 8 4Q Jo PROJECT: PAS K E V I TZ R ES I D'I ',INCE f _ 1700 CEDE R DRIVE SOUTHO P, NY DWELLING \ - ;� � / DRAWING- TITLE:_ - ------------------- PUBL I C: WATER \, .< N/O/F SITE PLAN HILAR)' _I DWELLING S7`'\ WELL O PAGE: N/O/I= \` /� —3 )0 HILARY \` N DATE: 6/6/19 4 OF 10 VACANT SITE P, .AN SCALE: I'-0" = 20'-0" OENER L 5Yl�50L KEY : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR j 5M W BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON 5M/GO MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP WHEN APPLICABLE,) NEW FOUNDATION YqALL 50 G.F.M. EXHAUST J ® FAN w/ DAMPER MIN. (2) 2"x4" 5T'RU'TURAL 50 G.F.M. EXHAUST ❑ FL FAN d LIGHT GOMBP P05T FOR 4 WALLS w/ DAMPER (MIN. (2) 2"xb" 5TRUGTURAL P05T FOR b" WALL.5), U.O.N. 2'-O" LAP FOUNDATION PLAN NOTES ::I 34'-b" OiTYPICAL P. GONG. GRADE BEAM d WALL — 24'-I0" W CONSTRUCTION: fi • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELDt SILL DI U -- • ANCHOR BOLTS A5 PER PAGE A-200 p p O ----------- • P. CONC. FOUND. WALL A5 PER DETAIL UPONF_— • P. GONG. GRADE BEAM A5 PER DETAIL UPON I = J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • S.O. GRADE BEAM 3'-0" BELOW GRADE MIN. -- • 1/2" EXPANSION JOINT O PERIMETER OF SLAB (WHEN APPLICABLE) __12'-2"AIR ENTRAIN P. C.ONC. FOR • STOOPS (WHEN APPLICABLE)ORCHES/PATIOS / q q q # 6 BENT REBAR TOP d BOT. Q • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET = __ _ = _ c = TO TIE IN EA. REBAR O EA. -I 0- FOR FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) ' - - - - - - - FOOTING SECTION - FASTEN = I I 4 ' ••' (3)61RDER P.T. (5)61RDER .T. w/ WIRE TIES ' N O2 INTERIOR BEAM LOCATIONS: _ INTERIOR BEAM LOCATION-5 SHALL BE COORDINATED w/ LOCATION OF EXIST. JOIST -jv < = LAP - PRE015E PIER LOGA.TION5 SHALL BE D O 613 O p o DETERMINED IN FIELD (rYP. FOR ALL) O_ PROVIDE INSECT II ® SCREENING BENEATH HOLDOWN: OHOLDOWN V' AS PER PAGE: - PERIMETER OF ° A-200 SUNROOM I i 3 m � O BEAM POCKET(TYP) IO - _ 12'-8' CORNER CONNECTION Li TYP, 5TL. COL.: - _ < 4 10 O5 35" (P STL. COLUMN BURIED INTO P. CONC. PAD - - - - - - -- -- - - - FOOTING;SEE NOTED DETAIL AS PER PLAN �541-7FOOTINO TIE IN DETAIL BASEMENT FREEZE PROOF HOSE BIB: _ - -- -- - -- -- - -- -- - -- -- - --- -- - --- A-400 [�6 FASTENED w/M,6=�NRY ANCHORS (PRECISE WINDow D I 50ALE: 5/4" = I'-O" LOCATION T.S.D. FIELD - CONSULT w/OWNER) (TYP) _ II II II II iv O RESERVED O FOUND 6 POSTS FOR WD. DECK: EGURE HANDRAIL TO WALL ON AT Oq ��j II -? �j w II ? V w _ _ LEAST ONE SIDE OF STAIR IN b"xb P.T. WD. P05T d lo" m P. GONG. 50NOTME UPON FOOTING AS PER NOTED DECK DETAIL (TYP) u O m 0 (11 O m _ _ ADER AS AGGORDANGE w/MANU. SPEG.'s; 6-4" 71 x BA5EMENT N° N` - SPECIFIED ON PLANS AND NOT PROJEGTIN6 MORE FOUND 3 POSTS FOR NO. DECK: - N e x UNFINISHED iv® x ® x THAN 4�" INTO STAIRWAY; ITCHED METAL JOIST HANGER SEE HANDRAIL GRIP SIZES ADJACENT 4"x4" P.T. WD. POST d 8" d' P. GONG. 5ONOTUBE S / II Ul UNHEATED ry(l = BY 'SIMPSON' OR EQUAL - SECOND LEVEL UPON FOOTING AS PER NOTED DECK DETAIL (TYP) - - II n n II N 'xl2" F.J. -- - - - - OTYPICAL LEDGER BOARD ® EXT. DECK: �m IO I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS p 2. SECURED w/(2) 5/8" d1 x 5' LONG HD. 6AL. LAS II _ "q II I� = / MIN. SPACE BETWEEN WALL AND HANDRAIL BOLTS O Ib" O.G. m II II 3/4" PINE RISER 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR - 4. PROVIDE FLASHING TiIGKED UNDERNEATH SIDING d - 2"xb" 12 12 12 !/4" PINE TREAp STANDARDS FOR 6RIPPABLE HAND RAIL BENT OVER TOP EDGE: OF LEDGER BD. �U I I P.T. D.J. - - cn O Ib" O.G. 'I'-IOy2" q'-I q'-lOy2" q'-IOy2:: " X ° CROS 5EGTION 5GALE: NITS ~ 5. SEE NOTED DETAIL �t I II II II q �Q z o MIN. HANDRAIL Z FOR WOOD STAIRS ® GRADE: I oC (3) L75"xtl b'15" - 5 _ _ - 'I - " iv D 4 DROPPED GIRDER _ DROPPED 161RDER _ 11 D(3ROPPED I6�RDER I I _ 4 :fl Q CLEARANCE CIRCULAR NON-CIRCULAR W II 4 THK. P. CONC. PAD 8" WIDE x REOV LENGTH UPON 3 _ _ �, _ - ROUNDED NOSING T_ .� _ p w/Ya" RADIUS = 4"-by4" b" GRAVEL UNDER 2'x12" P.T. STAIR STRINGERS O N - ! tD MIN. MAX. - - (NOT INCLUDED IN IYi° lya'-2" PERI- ?1'a" U --- -- MAX. Ib O.G.,U.O.N. (MIN. 5 STRINGERS) 1 2 - - - — - - - -- - - - m TREAD DIMENSION) O METER -- --- - 12 24"x24"x12" DEEP P. GONG. PAD FOOTING5 AS = 10/ " -2'-IVq -- O PER NOTED DETAIL (TYP) 4QA tjj N 0 INSTALL NEW 500 GAL. PROPANE TANK BELOW dJ m w 13 GRADE;MAKE/MODEL TBD w/R-213 INSULATION, F UNDERSIDE , I I I 15 FACING STORAGE/NON-HABITAL SPACE - PROVIDE 4" POURED GONG. _ - _ PROVIDE NEW m SLAB W/bxb-10x10 W.W.M. I I - EGRESS WINDOW BETWEEN CENTER dUPPER -- - -- WELL POF SLAB SELACE DURIN6�R;N -- - -- `r N ° I Ys' GYP. BD. DAR PROVIDE 6 MIL POLY ON 4" w I .__ I utul - - -- - GRAVEL BASE BELOW m I I Ln iv ® t 40 -76 SLAB n --- -- - %v z '� ..x , c� TREATED 2"x12" 51LL FORCONTACT CONC. 0� 3 x N N ui w/(IF APPLICABLE 3 n r F- n e Q zFIRST LEVEL UP OF iw` ``�' m 12 II II m _ _ 5 2 INTERIOR N00D STAIR DETAIL PROJECT: 4 -- — -- — — -- - - - A-400 (3) 2"x12" -- -- -_ SCALE: v2" = I'-o" PASK ' ITZ DROPPED GIRDER `A' U RESIT ENCE Q m 12- - Q -12 - : 7 6RDER - 1 700 CEI AR DRIVE NOTE:: SOUTH ILD, NY D _ — _ _ ALL DEGKIN6 SHALL BE FASTENED NEPq DECK 3 Q. D 3 D w/ COATED DEGKIN6 5GREW5 BY 5/4"x REQV HEIGHT P.T. RISER BOARDS AS D . cm II O DECK MATE (OR EQUAL) NOTED ON P.T. DECK JOISTS AS DRAWING TITL) 0 ° 5/4"x6" P.T. PLANS NOTED ON PLANS ° 4" THK. x 8" WIDE x DECK BOARDS FOUNDATION PLS WIDTH OF STAIR P. DETAILS GONG. PAD r N051N&rrrP O V I�D l'1T I O I 2"xb" P.T. BLOCK IN BETWEEN EA. o•MI11" :21,x BLOCKING O EA. STRINGER. FASTENED TO P. GONG. '�`OTRINGER TO MATCH SIZE PAD w/ Iq/64" x 3-1/2" CONCRETE II OF P.T. DECK JOISTS PAGE: 50REW5 BY "CALIBURN" (OR EQUAL) SCALE: 1/4" = 1'-0" - MIN. (3) 50REW5 PER BLOCK n ' FASTEN STRINGER 4 TO BLOCKING (MIN. b GRADE NERS) A-� 00 GRADE .. IN.J 2"x12" P.T. STRINGERS O.G. (MIN.3 STRINGERS O EA. DATE: 6/6/19 5 OF 10 STAIRWAY) 3 EXTERIOR MOOD STAIR DETA I L A-400 SCALE: 5/4" = 1'-0" f j: (5ENEEF1:'%AL 5)000'ME30L= <EY : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN 0 CARBON MONOXIDE NEW WOOD FRAME: (L.G. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.6. 5TL. SM/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE.) NEW FOUNDATION .WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER E] POST (2) 2"x4" STRUCTURAL 50 C.F.M. EXHAUST FL FAN 4 LIGHT GOMBP POST FOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL 34-b'- POST FOR b WALLS), U.O.N. _24'-10"_ i8b'-4- D D Cp til 2.. O 34'-53/4N FLOOR PLAN NOTE5 y o p , W DOOR NOTE: II'-10" 12'-4" O_ m O 1. INSTALL NEW INTERIOR DOOR5 WHEN GALLED 2 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 4"x4" POSTS; NATURAL LIGHT 4 VENTILATION 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED NATURAL LIGHT 4 r'SEPINISHED WHITE � VENTILATION OUT ON PLANS BY THERMAIRU' (OR EQUAL). FLOOR AREA 154.0 S.F. W 3.DOOR TYPE TO SELECT 'f % e�F FLOOR AREA 233.0 S.F. PROVIDE EPDM DECK REQ. PROV. S.F. S.F. ROOFING BELOW V 4.INSTALL AS PER MANU 5PEC.'s 190 50.17T. \\-KNEE REG. PROV, DEGKIN6 ON = J 2"x4" STUD FRAMED LIGHTING;MIN. FRONT ENTRY DOOR EGRESS NO D ' WALL W/ WOOD - V - e?% OF FLOOR 26.0 LIGHTING;MIN. I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING a' GAP RAIL O pO ip O AREA S.F. 5% OF FLOOR 18'6 35.1 S T G J WHEN DOOR IS OPEN 90° 2 " P.T. SCREEN x �� VENTILATION; AREA S.F. Q 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" DEGKIN6 - � � MIN. 4% OF 6.2 144 VENTILATION; Cf 5 2 DECK o DR. (32" CLEAR WIDTH) 0 ROOM ® S.F. S,F. 3 FLOOR AREA MIN. 4A5 OF 30.3 � " P.T. 3.PROVIDE (2) 2"x6" HDR., U.O.N. [A-4001 I P 131 SQ.FT. FLOOR AREA (3) RI a t'1" I �t I'-0" 4.JAGK AND KIN6 STUDS AS PER PA6E A-200 DOWN 4 5 p � � DECKING 642'. (2) Tr -±3�4" 5'-113/q," 5 DEECKNG 1 32'-53�4N in TAIR 4 RAI INC N,- 'E: 5 L - 4 - FWI gbll - -- - - - - 91. ALL NEW STAIRS S< qL.L HAVE MAX. 8-I/4" RI , ,;,.- b-b ... .. .. 4 MIN. q Tr - RISE i SHALL BE CLOSED 6 - 2. 42" HIGH 6UARDRt,,,_ 4 SPINDLE SPACING W.,...,.,, ": : ............................b'-I .,...,..........,.....,..,..................,.,....._,,,........,..,.,,..,_II-O °..,......-...........,,......,,,....,,.......,.. °`-------- .. 5 ! - _.......................... 3-O NOT TO ALLOW PA55A&E OF A 4" 0 SPHERE; ,.. AGING NOT Q HANDRAIL 4 SPINDLE SP d ::........ ....... :: M - _.,•M::: ::: >.,.,.. :,., ,.' :,,. .,, :: :::::.,,,::: ...,..: 1. 36 HIGH H L (2) II 6 TS LVL +6Q + --'-« TO ALLOW PASSAGE OFA 4" 4> SPHERE I 5 FLUSH HDR 'y ., ,,..-.,.....,.w,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,..,..,..,..,,,, ,.,....,,,,_,.,,,._,......,,, .,.__,,,...,.",,,,. ...,.,,.,,,.,.,,,,,...,.,,,,",..,,,,,,..,.,,_,.,,,,,......w,,,,,,,,,,,..,,.. .,, ... . 1. 3. GRIPPABLE RAIL AS PER CODE 5 FWH60611 Y-2" B D D FWH2g611 O SMOKE DETECTOR / GO DETECTOR NOTES: g'-6" II'-6" 12'-6" \ a 6 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4:�N -� INTERIOR j - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR _ �FRENCHNOOD _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O KITCHEN T _ : ttl IN-SWING PATIO 5 4• BATH 2.INSTALL ALL AS PER MANU. SPED,sDOORS 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I 5 � , • 2_ 4N 77 -'I� IN COMPLIANCE WITH LOCAL GORE O(Dj BEDROOM - - - 10 ' Q � 154 SQ.FT. 2"xb" SHED a+SHOWER T -- - WINDOW NOTE: Oi ry - 6 Q O "y O U O &0" 01-15.1 a w - ? O MASTER R.R.OR161, O.G. O I. ALL NEW WINDOWS 4 DOORS SHALL BE N = Q : •- ,� N U . - 1 ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNG, 1u m . <:.._: : : m Ott + O O= _ FIREPLACE OR GLIDING (A5 NOTED); INSTALL AS PER MANU. _ I w> '^ - I ' Q H w - �� 'D BEDROOM ® GREAT ROOM x ® 1 s ry v a 4'-l0" x O q FT. 5 0 5Q h 2 0 •� 33 SQ.FT TE �q IN 2 SEE - SPEC.'S. FOR SUBSTITUTIONS, n - ISLATID u - 6LA55 WINDOWS AND DOORS ON PAGE A-100 O r u - ::I ' - - N � rJ - I ;�-,: ., SOON GLC. 2 - - CENTERED O ._._.....i 2.IF CASEMENT WINDOWS - ALL G9iMNT WNDWS 4 - reATH _ J :;:::;:>.w DIN6E WHEN n PANTRY J 60' GL6. 7 453 • s d`i-6= H6HT.SHALL HAVE 5TRAI&HT ARM H D _, ,,,, _._..5 ,: to H6HT. I '�p� 0 SM/GO (L 3.IF DOUBLE HUNG - ALL DBL. HUP45 WNDWS TO E3E m I I '0 z , _ 3 cY+ w -1 TILT WASH - - m....,M.,......, ...., z C4 4.ALL 6LAZIN6 WITHIN 16" OF FF TO BE TEMP.6L. ' , 8 �Y - B v a EQRE55 NOTE: 1 � I 5 3 v I IN6 tt Bu LD YORK STATE IN COMPLIANCE WITH NFJPt Yto N I O = in i I :'::'::•:;•::::•:••::::;µ:;::•::::::::•:m::::::;:::::••�•:::::::��::::�:::. µ.._::::: f' _ �t�' - 5 4 . GORE,SECTION 8310 2.1;THE FOLLOWING MEANS OF (3) RI t 7" y� - Qr _ _...,,..._ .._ . A •o rte' 1 N p 5 x- ...... EGRESS SHALL BE FOLLOWEV: (2 Tr t 12 a _ 1 - - 1 I 5 3 L 15 • i - - - m 2 5 a - I n ® m = 1 5 �4 �0 5 GO 3 �� a M/ tV'> + D 2 g5" LVL ....... ........................................ ............... N ...... ........................... .................................. ......... NET CLEAR OPENINO........... 5.7 S.F. � � (2) 11.8"15" LVL ': _ ,...... .. ,,..., � ,,. � 1 py2 'i'-5 ?P 6Q DROPPED HD -� -: . I I � � i I , ) ! . I � i : i i - � . . I i t : � J"xb' P.T. DECKIN& UPON I EPVM MEMBRANE ROOFIN&A ! UPON J" COX. PLYDNO / 5FIOTION NOTE5 ! SHEATHINO UPON JOISTS I � ---------------------------------- RIDOE HEir,HT A--, I -- ...... .. ........., � ..,..,....I... "'___,_..........� !:,...��,,,-,,I--"""""T....� , -..' ".l..l."I",�'. '�,�.:i�,,;��1�177= =�;,f NEk4 oor-INO NOTE (TYPJ: ELEV. +24.4' �_P' ��,,_ " *.......11",11......... , .,.,::_ .'.'..,.f ..... .-.............. 12 . .. .....____ -....�...- ,�,_........I.. ........�___,..........._-, .., __ (D 1. INSTALL NEPq ARCHITECTURAL STYLE '17IMBERUNE' . . ---13.L � ==.....�...�....�-- ____", :_=_...=___ == , __....... -11 1.1=1,.1- ...-...1-.. ..........= = __ 1--- . ASPHALT ROOFIN5 SHIN&LES BY 'r7AF' OR EGUAL;MIN. ...'. ==.' _,_'.'.'.','.'-'_...=��",n,�,��""'.'.'.'�.'.','.'.'�'.'.'�,�...�'.','.=.'.'.'.'.'.'.=.�... . ..... ...�...-....I-- .."I.-..... ..,�, ....=11-1..... , 4 =_=l_=,.1_11___. .1 I.- _____ ___-, - . . - -1-1--.1. :-"-:- ,-. __... I . CARADE :240#,50 YR KARRANTY OVER , ,R.,�,'. ,,� -11"i ,-".- 11- s - �__,__ ,',,.,,. -.11-1-1-1111-1- ,',,- ,"".,,-,,,,,'.. .."I'll".11111, 111.11,11,111-........___ I .1-1 I 111-11,111,111---........ �......-.1.111. 1-1-.11...-...�............. 1.11,11-1111- "'..._11.1-11,.... I'll-....".." I.,....-.1111-1 1 ��=___=_171'1'1,_ - - 2.INSTALL ICE AND P4ATER SHIELD FROM FASCIA UP TO -=--'--",-' :_ .,::�...,:= .. , .1,---,.-=;. :;:::;;;:;;;::;;:;�";:;.":::�::::.�:;:::::::;::;i::::::I....;;;--l-::. ..::::,ll;: .Z* '*".� . "�LAAIS -0 .,;;:;::-......:::...;::m::=:;::::-...::;_:;__;,:::::::�...;;":...::::.";:;:;::"�,::::.....-....___.....�.....- -:;�:::::::",�:;:::::;::�.,::., -,:,.::::;;:;.........1111,11.1-...�...:::;;.... .=::::::;;::...I'll...:::::7777;:",:::;";;::::::;:::.....=::=...........�.... . . / I--_...........-..-,--....--...---....--...--,-....- ...______...._..___.. --...- - 24" FROM INSIDE FACE OF STUD KALL AND AT VALLEYS ?�_ .______,_.. _.. I-- ol N11''...'' -,- __== =__ - - - - ...... ::;;:=r_. :"�......... ........". Nl�l �.............=.::� f_ ,...�f.:;�z ,;::===� ,_= "'N", ff --l"...-,.............. .-I'....."..... 11,...1...........,......- -.1-1-....- -1-11....................1.11 .........-...... ......-...-............ I'll........11- -.................�........I- OVER .,/ Z . ......1-1. .,-- - 1. . I \Z?-. * ";, 77= .,--,- -1,777-171-1111, .1117-1-17. _111-11-11-11------ __ -,-,,__-_, -1-1-1-1 11-11-1-11-1---1 -1-1 = "I -'_-=l--;-1 �111111=1;1'�lll 5.INSTALL 15 # BUILDINO FELT (U.O.N) OVER 2 - I __ _- ��,.-.117 -I---,-,- - -111-1-11111-11--------=11=1=111.111L,........1-11.11-1.-;."-.",.,;,;�1-11;1;�"-..-,-,.-.""�............................111.1--l"...- ...".-...�....................................._,__,.,_......1:1--l"It'll"I'll",...... zz* ATTIC, - �',�_'_"'_..,.,.=_,','l, ..,.,-,.,--,.,.,,....-,-..'�-11-l.-II.I..."--�-11-1111='.�,.-".,..�"-l'�l-l'..�,.:,.,.,.,...".""'�'.""'.'.,-"..".,..--.....-",.-.", _,_.__,..______. NN,l N", _ ._....__,.......-",. - .. .,__.__ 7 (BLOr . , . I ..". . 7, - :-, ..... 4.1/2" CVX PLYk4OOD SHEATHINC ,K ALL SEAMS) , - -M= ii- -�t:;�::ti��,��i::;----iiii::",iiiiiiii�i�� ;:-,.==_/=.=...l==iiv._i.....I...___� 11--l., -....:;-�'ll"�zi::il=�iii,�ii:.:::��i,��:�.=:ii�-i:::�i�i��:il----"=if,�="I.iii, � == ::=_;; --- = ___� - _-11-1 "I-,-,,-,,. 1-1-111-11-111,111- -1111, *",� Ns, `-, 1. 111.1 1-1.- 11,11,11-1-111.1111.1-11 -1-111-11- -1-1-- --l". .11-11-- 1-11,1111-1- .11--l-11--l-,...... �-,, , -- --- 5. CAP 5HIN6LE OVER RIDOE 4 HIPS (AS REOV) I ---' O.J. AS PER PLANS 1111�1. =Tilm M.. 11 ; ____, , ,� ,-.--,--, __ , , z "Ill .. ...� .....:::!::;:::�:_,:::w---:�:::::::=::::::m:::;..._:=:::::::::::::....z;=:::::::........;:::;::::::=,_,�...��:::::::�::.,�.::-:.:::::::..::::::::::::::!:::��.�..:::::�:::........�...=::::::::%::::....:;:::::::::n.....;....___...__,...�---,.:::::::.... I I, ,.. .:::::!2;:�::::.::::::;::::':...l.,:::M:::l_.::::::....f_--:;::;::::=::::::::: -...::::::::�:�::�:�:��..�::::�:::::::::::::::::::�:::::::... ", __-- b.PROVIDE RIDOE VENT(A5 REOV) -----"""-"..--",-,.---,---"------.--�-,-",�,-"�-"-,-- ---"---,--,-"--"--","--,--, ___-, ...-I.............'......___....._.__.._....... ......- = N'll, �Nl, ____ - I-- I ;z-�-;"-__;,-=-,=,��;-��5;;z;"-�;,��,��1--��,�--- ;==== - 'I. FLASH ALL VALLEYS Z Z* -1- 11 - �_=;fz= _-1_--'__ , _=r-....... ....... ...�............. -................,,,.-,... .... .....1-11--.111-11-1.1- .1-111---l. .1...-....I'll...I.I.I.-I.- ......I.....I ... ....1-1. ...........-1- ..=........ ___._ __ . . --..-----" _,___ _", - ____,____,___,_.__ ___..........-........___,______,_,____,_:,_ - -=,- b.INSTALL DRIP EDOE AS REOV * (Ic I�- ___,.............. ....= -1 T ....j::::_,= .....................____, -- __ -I cl. INS i ALL ALL AS PER MANU. SPEC.'s '*� "`� -:;=ml .1. 'It'.�iil.",.��:;��'..:�i-l��i��.li=�=-.'I.....��_._.mll....;��=:---I'��l:i�,-�l.i:�:�..�..,-�;ii�i�ii�i�:�..,;��:1.11ii��-.iii�-.i,4ii.-.�.....__ -, - ....... ...�=.�....�...==11-=....�-1:==-1.1-11,,�;�;,.,..�.I.-I��,��-.--...�,,�=1.1.��i-.I.il.l.�,.i,�'ll.i�.-..--.�.... ..=+ - lb.-I . -, 11-1--.1-11,11-1-1---ll..._-,-_................-I"-..,---- ==1, ::ZZ� ___,___ :::;:::....,;:::;:::::,.::::....;:::::::::�::.-.::::::::::::::::;::;:::::::::::::::::::::;::::::...�....::::::::::=::::....-........- ......... . .,,-," Z, . , . :::!::::::::::::::�:f.�,�:::::::�l::::::::::.-::::....:.,.,:::::::::::::::::::::::::::::::,---:;:::::::::::::::::::...,::ff::::::::::t:::::::::��:::::.f:::::::::::�::::::�..� - - .... 1-1....I _ :�:-."�-�"�:::::::i:::::::::::::,--�::::;::::::::::::::::::::�!�:::::::::�::!:;�:-:::::,::::::::: __------ __- ______,__"_. - - 9 I ci I IV 0'-i -,-----,-. -1- ........�...--l-1-111- 11-111-111, ,',,-,,,,I,,,,,,,----,. ....... ,_"__,..._,____. ____ -"-",, .._.._._"..... .'.��E_.'._ .........-" -, '*�Nl N1,1 t tu - _.;;:�-----` . I., _ ,,., zw,',, ... __�� Z Z' - ____=,- __-___.....V__......... ___... ......._., , V - �....�_." ,_%........ , _r...I- -�_, - -�_�� - �='___ _...., ... . . T_ �........- __.........................................................._,__...__,___,_,__ - __ * 413 __ __�____, . ..___,__,___..........____.______...__,_____.........�........_.-___----__�.......... _...= .. TYPICAL ROOF 4 CEILINO CONSTRUCTION: - �4�_i�,_ :.-__...___..__--"'--... ................... =111-1........- = - .�� =;;. ;;'_::;:=�"A=::�M�=_��=;;. :40 ,��(b . .........................11, ... -xi;;:�,�.,�ii��i��ii��i.:;::Y�� :-;.....!!T=;,%�i:i=�i�,,....�:::;;:. .....i NEki ROOFINO AS NOTED .� n w --.1.1.....-11 . 11-1.11-111.1 ...........I..... -11-1.1 I.-......� ............... .. .=........11.11-.... �.......,.. - -11,11,11-1 ................. ..-I......I- .........I....... . , ................. 11........ -11-1-1..... (�) - Z Z* '111� N", -;b .....11,11:;:...... ;=�, � -� ____ ,-llx . . *-,! = K �x- ____ ,_ ., %,,,,,� 13 - .. ....�.... ..... , a ALL lo., , I......;o..- .....V, .., * ,,,,;, ."'.".__.... ......._____ __ _____ 1/2" COX PLYPO 5HEATHIN6 (BLOOKINIC cr ... , -, """, .... - . ___.,_...____..__. , -........__;�";;;; - - - . .'_ T () - - ."ZI- :_ - . . _..__,_.__._ - I" . :;t :j b",*,-- - I-�___- "I-------��...... , ___ ___.,_, , Z Z, . ll:� r =1...T7 _. � � - -�- PLY�,V SEAM5) . t6 ::) =!� ,___�___�_'�'�_ - I _�_ �� - -_71'____,__ 11 11__-- ------------__,", ___ 1-1-1- I-,,---"- I---"I'll-"----- ____ -------- -, - I w ____ 0 R.R�., '*-N -1 -Z- �I ,-- ..-,..=,-z7,,,;-,,,=,��="-Z;",X;��,�=--,;--z----------------- ---------------------" ___=, __E��------ O.J., 4 C.T. AS NOTED ON PLANS (a SPANS Z Z* N'll. (48 �_ -1- -1.1 .....__�......I.... . ._,._----_- __"__,�, .....- ml - ,----- 41-11.....-___l*__-____1,.;.--'= . . 10 0 1_- __...�,:��_,,_ =;=;� ---- -------,-=-.-='- - ,=,=----___, � OVER& INSTALL "X" BRIVOIN5 a CENTER Or- _1 .1- - I - =. -1,�'I'l��-'��-��'*"'�'ll""�"'-*"*"'4'��'� .. � w ... -�.........�I ..... V��....�. ..............,-.7.",...... ----Ap�":.�.�.-I"-"",",�,-�',�-��-��'��'� 1111-�111-'_ U-1-_ll_//l_'*"l'l'_=`. -... : __ . � . . - - . - - - � - N", ",� I= _/ "--41, � D;l........ ............_... ................................ ............�...� _............__.....�......1- .......- .1-1...11-... 1-1.-.-,, ...".........., -.111-1--...............-. ....-1-1-7.1 .."'..,....1.1-11, I'll..." SPAN, U.O.N) Z Z, '" " * ................. - ------------�------ I I 1= 0 1 . . , �_ ,,, - ,z",,"-------- ................. ................*................ , -1 -1-1-11 -1 MINI. OF R-4qr, FIBER CLASS INWL. N1 V.15. 0 . -...� -.:.,." .__ �_......... , ...': - -- - - ,� , -�"--=�:��-��--l'--,",��'-""��-,�......1-1 � * N�ll 12 FE -i - ,-"- _____-- ."--,-..--,-,- - ____"___.,_____,_, m -1--, "--- - =-�� ll--=, ,--,."-...... " " U.O.N.,OR R-500 IN OATH. AREAS. z ,.....�...........- �,,_- .,= - -...�......._,-,_,-,....... .........� _ - ,-- ��., �....�_--, �= _q, ,_ -.- "-.:; w -,.:-,�,-/,-�.,:::,-//�-/,�:::::::: I --"".__.r._7::__'._;. , :::_::::_.'_;:.. 'm . I-t I _;;_..__=_ ... - I - -",- ---,--,- �.... 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"-"'-iti::::::::::::t::�,:,i:,,- - "' TYPICAL EXTERIOR KALL CONSTRUCTION (TYP.): Ix ... .....0� -I----- .. .. .= -....n ,�--------.--,--�777,--,,�-.,--..��-' . . ='..'... _7 ,n.'�'.",.m : - - I - - - - - - - . . - � , , , - - - - - - - - __ �......f, ...7........ ...�........0� -......... ....�... .... ...I...I..........=::!:::::::. -.........I... ....-........................... .............. ......I.....�.....mm:==.....-:::::::::�:::::::--i::i�i:�ti::::.i:lI............... -1....�...;:::....�l:!::::!:::,:::::!::::::!�::!::i:,-",,::::::!:�:i::i�.. ..;:::::::ii:�:::tii::::...z::::i:,...=::=:::== - - ,:::::::::: ..-.. ....................!:i::!f:::::�.. - ....... ................ ........W_ M (��) 0 UPON "TYVEK" HOUSE YqRAP (OR EGUAL) - - - - . . � F.J. 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I -=��-�-�-,-,��,Z--�l�-,�-�"-"�--,�-=��=��-,�...7- - ...��=_�� _= . � - ,-,I�=i _j: ... .;;;��_,_ ID M-2. .........4 jb;� I I � X _:� ��, ;;;�V�:::=f . - I I I '�:=='.'�:,'.'�.":"...=,�,' _l.:..'_l:;::;......::;;,�_�::;:_-:::m._.�-:��;�::;;;;;::;�l,, :,";::;;:::::;:::..'�:�:::;:::::::..,.,:="..,..If:f:l��:::,.::�,.�:.,.,�.-=:::::....�::..,..::=::=:::....�-:�.-.,Ll=l�.��--�-,---.,..".;..-.".�1-111,�,�,�.-�l.,:.",-=:�=:;;"=............_111.11-.....-1- .... , --,-_ _�,,;;�_ 2 _�-Eii"n_"I * P. CONO. FOOTINC2 AS PER DETAIL UPON PA6,E A-600 ... 0:."",;."",�.�"";=;;;,,��',' "::;:7;;;:::.......:: I I I - I I _m__ - ;'_"Zin.-�,4 , . ----- " -1 _." 51�.=J:�=I=m- �.-_-- �_��,,__---------------------------- ---�=�_ I= o ASPHALTIC MASTIC DAMP PROOFINO TO EXTERIOR I y I : -4`- 1.11, 11...'.....". .1-1-1- ::;;;;�� ....I........- ...,.. ...".1 .....I....� ....... I--....... _.__.__,=_ I I.....111--l" .111,.....-l..-,--._.--..."**"*,-a: a .n - I - � 17 . .... - ;��". - I I I ;-,-- ;4ft-p tf__ -- ____ I.- �w ,� --I'll- __ 11_11�� V- � .------ " I -6 !�_ -�,� _= �__ 0 B.O,. FTO. 5'-O" BELON 64RADE MIN. I I I ! - '_�_ I--,- - -_1_11111=�_�-l-"""-��,�1-1-1�1-11,11-11-��;=�1-11 lz - - - - ___ ".....__-, __ � = ................. ............. .....- --�;��7- '�_-_ �:�'-';��-�-�"�;�'�-��'l-'�'--'-'= -"'- . 1-Y-=-----=��-,-wl-�1-1-�--�--,--,.�,=��. ..... ... .....=wm�_m�- 1--- l.- ___ �_ - .. .._.- .__,.______... ______ .- ...-..I-I-.-...... - 113 I __ �_'-_--l.f_,=_,.`t_t�=.-__ ,� -...��. ........... .................... - 0 1/21, EXPANSION JOINT a PERIMETER OF SLAB ("4EN _ I I I -1 I I " " ,�J_ f::-__::--,-___._.___,_ . ;-1 ... %)_;_,__:___; - - ,_�_.- ;_1111111 i " -, ��t/=_�_��_,_,_a ---I'--,--- - - --- ___,__2!!t"'��10 11 ".." 11-1 ___ __ __ � � ----"- ___",_,_- , APPLICABLE) L - - tz � "' --;;-zz�;;V (),_-_-,---,-*,_- I-- lu Q�. ............__ �......_:_-.1--...�.... - - � :-:;-::-:;- ... ::::!:��.��:::z::::=.:::_�:::::::::;:;�",,::::::�::�:r..... 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" ,,==�=, o MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I I BASEMENT I I . I �....=__V 4�i�.'��.............____.....;_._,_,,==_,...��-R�:.�-�,�.-.,.-."..,-.�"..,-"�";,=.,.=�::i-.iii:-�ll.��;=�,��..'I --"�l=,.:�1.11-11I.:il�'ll,li-Iii�-.=,-�.I.I� .....-".Z-�,-,,-.,--- (� ! .....__ __.__....._._..__.___.._........__Rl__...... I'.=-- �:_ ... ...... === - -, - ---I-,-,--. = - , FOR HEir_,HT OF KALL 4 SLAB (MEN APPLICABLE) _6 1 4" fl. CONO. , -,:- -------= =_ __--,...-- \ SLAB I^V I I UNFIN15HEP I I : --� �-:�,=-_-("-==n...�_-!--:-=,,m-_-_._-__ n-_ _('11 -,----,,-"- ........... --- ____,___,_ __ - - - ! :::--:;:- ----,- __ ,Z__.,_.,_ll_/_::___ *:------;�� -.1. . � .ll__l 11,.....��' '.�."..�,�,��..�..�.."��,�.�,��..��,.,.��.�.. .1.....- .1...1- -...� .........1--. bxb-IOXIC k4.kNI.M � _ _ , � � "" - , __ - I : - ____. -==-=_ ;i"�_�=__;=,___.......-.....-- ..... ....-.1- I I I I '. -,,,= - �........................................� ________ I I r- -I i I : , - _,��' ...�.......�. .......�......... ......-......�.......�.....- ,...11...I ......"':.....-..... ....".1 i . I tn= : ::_ ..,.............= ,� _:;;;;;;;;;;;;;;;;,.zq, ....- . _______4 ==�Z�:� NEN R-50 BATT. IN5UL. IN FLOOR SYSTEM(MIN. R-50 . I .. I--, =-=,- a�',,, -, ------------ -"j ,,I i _ :-1.� - .1. .. .... ... ... .:..11- . "=----:��.-, , i I I i - I : ; I....- -..-- __ I= (�) F I : _11"I"".."'ll, - __ _ , � AS PER TABLE 402.12) � I .. ...... .I- -".-"-'-,.. I - "I L - - _t,� I I-. - - - . - _____ -I--"-"-- - --- - _ - _,___,___ _--l- __,_ - . � � .=I 1. ,.-_= __�� -.1 :: .,�-,Z r��, _", i =f�11_11::=_ ..,_'_-,._..,_.l....._......- __ ...... --, -11 : ! - 1-1--l-_ .1-1. .- .___.........- ��........-.... ... ��...... , ...I--,....s�t_____ __.... ......_._�.... �_........_. _�__�.............. ............... a'- - -�,4 i I-- , - I-- � -...-111, ..... �...-1.1,11- ...-, ...I'll......I... I"..".,....___......I..... .....-...I-.. ._--'l_._,-.,_.._- .......I.-l".. ".111-1.....'..,...I....ll.- .1-1.1-...... .......1-1,11--........- --l-l'...". 11-1.1---.1-111-11, .."l-11 .1.1---.1................... ,;!;,;: - : i fi:-:-�.,-1,..l.11.t=.,. _�:::__;l.l..=::::...I'll,�;�s;�tt:;:::::�:::�;_,::�:::�::��--l�.:ii::�ll.�:;:.,.:t:�.,.,=!�-�-�-.-�-�:ii:i��-----,.', __!:___. _:-:0:......:.=.=, - -... F .__ - 1 lmr_ ,e== cw;- � ...�... .....::::__ __'. ., . ::::::::_...- ...:�;_==�__ ", - .. .... _=.....=:=__ -........... I LIKEE OF P-00 ___ ....................................................................................................��...............�........................I................... OTIOI'll�-, 0 BEAM/61RDER AS PEP,PLAN - ! :..............ANTEF2.5ECTION :::::;:..:::::::.......�...................................................................... .......................................� .". I :::::::: I � ____ -- ---------- i ! I Qz��_ I I 11 I I I __ i EE�=�_= ._==��?.,=' SEOTION A IA-600 . I ................. ................I... I i �..,.!:ol...:i:::i....:iiii!�-.,.I.i�:i::tit%%..:I....=:::=::: , . i I I-q.......-�.........- i . I : . . ......11-11.1 ........-I-1-11,.......- :: I :�e==,::;:�,":_. i�� I __ - __-1 50ALE: 1/4" = I'-O" -_.... - I - I � - � �_,_ - . ,- �= �11-1 : I � � I I 1-1- = � I ,tz�D__Z-- ------_; ____ --"-- - __ __ - _____ - : � . .. - - i::: : �__:�.�_�__ - - - 11... .. - , - - i _. .11, � - __ -?( - _� : : ;L,:l=_ , -_.:::====_..=il 0:_,=::��:=;:,-,=' ....::::�:?: :::�� ,::=� .....:::: I i . ,:.:::.... .... ......I......I................... -...I.......... ......�...._:::::m,:d:::: ...:=:::::::::::::::::.. -��:::::::::::::::;�,�l-:::::::::::::::::::........�..... ................. ........................... ......M � - __:��_. ___�-..___ I ! � ", , ......._.. -.1-11.1...1. ...,...............1.11.1.."... ..l., .--- ..._...._....,....I. .......-.11. .-I-111,....-.11,...-...I- ........1.1.1- ....1.1-1-1-1...1111-1111- I.-I.....I.... ...I..........�.....�...�� ..11...." .1.1-11-1 I , ;;; ,L - , _��,� - ...'.. .... _ ..� �2 1 i � i ...t�L ----------- ---- -------------------------- - - z ! � 1. ..--.,... , I I __ �::=��;:_?�� ::"===, :::===.............�... : ..........I...I,.-..��.",.."=:�.11�,.��::"=,�I :,_,::�:�...I :.:::m .......... ..._....____ _.�__ _,___ - - __ � ui I I �111_1==�,_ -_ ___ __ __ - ___ --- : 11 - � � ____ -, 2 I I _,___"._,___ -,-",--- ,__ - ____,_,__.. .......__ 111,11-1-1.11-111- _111,11,11- ------- __ -.......... -.....�------ i rt : I i 0 1 1 0 � I I � ROOF PLAN -------------------- --- --�------_ -------_- -l _____ I � i : : � ! : I ! 50ALE: 1/4" = I'-O" Lu I � ! : : � I I !� � i : I I ! I 0 � i . i � I I I � : ____------- --------.. I � P - - _1________ � I : � i I I I 1 1 >; � ul ! I � I I I a: I I : � I I ! , - I a� . I PROVIDE 5TRAPPINC7 4 NAII.INC7 AS �, DA&C, PER CONNECTION V IN "TYPICAL + f � I . INAILINO/STRAPPINC, REGUIREIMENTS = 5.001, , (4) 51511 H.D.O. LAO - t=:l '01-1!=- T, SHEAR, 4 LATERAL m A C) . - UPLIF - V41ND RESISTANCE" ON PAC7E A-200 i I /_ z !�- 1";�A NEPq F.J. AS PER a EA. STUV - -- - - -- -- - - - . _/ -- --- , -- - - - ,Ntv PLAN (2) 2"xb" P.T. SILL PLATES - //.�,--"\\ = � I"I .4 I * UPON SIH SEAL UPON -_ -- . __ I ---- ---- -- I - I - - - _ - - -,-- -_ 0 � -, I I./ 11 N e--5.00" I - - I 0 --- - 3740'a () - b i,,-- COPPER TERMITE SHIELD I � \\ // 1: OF NO 4 I 1 )) 5/&" 0 HOOKED ANCHOR E30LTS a \ - ,( I __ - --- --- � - I �,___\ - - � - -1- --- --- - - - . - - ___�5q" O.C. w/5" 5WARE KA5HER 4 1 13 5.001, 1 1-1.501, 5/5" THK. PL. I - I 1:\\ ENDNUT;ALSO SEE ANCHOR BOLT LQ , �_ 1: I SECTION ON PA(57E A-200 � : \ FLOOR SYSTEM I I 515" THK. H.D. PROJECT: ---" I li, - 1� il I OALV. PL. - a bc" O.C. _,j CONTINUOUS �11ELOEV TO COL.;SEE CAP PL. DETAILS V4 PqOOD BEAM AS I r I -__" I I P FIL AS NOTED - (1) #5 REBAR 0 '_,�(2) # 5 REBAR. NEK STL. CA , '� /1 IV4 - 1.2511 ,;=)/ PASK 'WITZ " 11 �_bl, NOTED ON PLAN - ///05-1/2" O.D. SOH. 40 HOT CAP PLATE 'A' 0 - 11 - DIP OALV. 5TL. COL. ---IV, E 5m. (3,500 F--,I) - RES11 ENCE 5" THK. (MIN) P. CONO. ____ =1 I - FOP, CONNECTION OF STL. COL. TO (2) 1-5/4" P41DE __ ep-Av - ,-" (ASTM AI:25) AS PER __ --- NEPNI 5-1/2" O.D. 56H. 40 HOT 13 b PLAN HELPED TO PL. LVL LUMBER OR (2) 2" V41DE DIMENSIONAL LUMBER - I ____ PITCH ORADE ---- DIP OALV. 5TL. COL. (ASTM q q - -- - - - - _______ � - --------------- 11 .1 125) AS PER FOUND. PLAN d� tn ON' 5"x5"x5/5" THK. A BY 5IMSSTEEL (OR ECUAL) I .; STL. BASE PL. I 11 O'N.7 - 0-5.001, , (4) 51a" H.D.O. LAO 1700 CEI �R DRIVE 11 NOTE: I /I/- b 11 1 (4) 1/2" HOOKED ANCHOR 11 1. REFER TO PA&E A-200 BASE PLATE 'A' 10NELDED NEPq 4" POURED CONO. /-BOLTS (PREr,>RILLED) SOUTH ILD, NY 11 FOR NAILIN& AND TO COL.;SEE BASE PL. SLAB BOLTS EMBEDDED INTO q . : 11 5TRAPPIN5 OF ALL DETAILS FOR BOLTINO 1, L FOOTINO MIN. 4" Pq/ OVERSIZED -- -- -- --- -1, - -- - ____ - --- -- ---- - --_ . - 11 ',� I I _�_, _ / _IoXIO kq.lq.m. >� - I- ". DRAWING TITLI , bX(o COMPONENTS ,/ HASHER AND END NUT SETUP __ BETYsIEEN CENTER 4 11 . . N,,,� / .0 / \ - ___ - - ______ --- _____ - ------.---------------- --- � 11 - 0, - __ - - - - --- ____ /- - \-- --- - - --- __1 __ __ __ __ _____ __ UT:'PER j OF 5LA5 " . , ACE 11 I (1) #5 BENT " ./f - _ .1), *,,',-,: , SECARED IN PL " 'r, )_� �. - I I b , . I ROOF PLAN V, - /, I I�-----REBAR a �l.......:z,,�.�....I......................;. .....w. I .,�"(��,, .mr....., ,_,.. C3 1 .......................... �:.'_ I DURINC7 PrAR 11 16,10.0. \ - � - - I ()_// / 11 = 11 BASE _,Ir - --- __ - - - __ ___ A__ _,___ / --- __ __ fli __ - --- -__ _____ __ Oz 410 &RA`,,IEL 11, I . � 11-1-1:..// I EASE PLATE 'A' \ / SECTION; DETAIL 4" POURED CONO. . 11 -1 - 1�I I -I'-- - --� -_ I -� - � '____�\ m 11 . "I 11 P. CONO._X I :_ I / - __ - - __ -__ - - __ - ____ ___ ___ ' SLAB_"-� 11 11 (2) #5 REBAR 24N24NIZ' DEEP "I ___;_�_2._,�. I - , & MIL POLY 11 11 ONTINUOU5 PAD FOOTINO 1�I......:11 I ." 51a" THK. PL. , , IIII -6 '111\ - i 51a" THK. H.D. I - MOISTURE---, 1111 // ,�_ i i . PAGE: RETARDER II V MPACTED FILL 1.5011 ol _�/v I OALV. PL. '__ -- _ - - 0 u . 4" 67PAVEL BASE I a 0 - 11 UPON CLEAN'--,- - --_-"---------- ------"-- CAP PLATE 13' COMPACT FILL _�, � . it - _,____�_l___l__,_�__ IlL_=____m , A-( ,00 I I FOR CONNECTION OF STL. COL. TO (5) 1-3/4" HIDE I .� , LVL LUMBER OR (5) :2" HIDE OR (4) 2"x HIDE 1-10 , 0 0 = i ,I, DIMENSIONAL LUMBER OR 5.25" HIDE P5L -1 I (�) #5 f;ZEE3Af;Z---'e__ 1-6. e � DATE: 6/6/19 . . , rf""N STEEL COLUMN 1�)ETAIL 7 OF 10 5" MIN,e--7, I A-600� SCALE: 5/4" = I'-O" r5_,� , STEEL (fo,OLUMN BASE � TOP PLATE DETAILS - "�"""'" IA-(oo - - SCALE: 5" = I'-O" , ----- -= -:_-,F_---i-ii -1 0 L� _ �I k - L __11� - 1-n. " - 4 I- �r 511", - , I- 'I [/-G " " ' "' 11 I .. - .. __ - - - - - , � ...�.... - - - " --- .........11 v " __ __ r_ :__ � _i� I I 11 I U_�_r (i)j C), : ��A Q - - - - --,--" 11 _1�7 1 rl_"� &" FOUNPATION NALL DETAIL 11 = 11-011 - i ____ - - - SECTION NOTES BETWEEN EDGES OF ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBER-INE' -I/2" SQUARE BALUSTER ASPHALT POO- I6 SHINGLES BY 'GAF' OR EQUAL;MIN. RIDGE HEIGHT ., CRAVE 240#, - i YR WARRANTY OVER -------------------------------- Z (STYLE TO SELECT) 2.INSTALL ICE A' WATER SHIELD FROM FASCIA UP TO 12 ELEV. +24.4' SIMPSON H2.5A RAFTER 24" FR3OM IN51, : FACE OF STUD WALL AND AT VALLEYS 4 (— / TIE (OR EQUAL) OVER 3.INSTALL 15 # BUILDING FELT(U.O.N) OVER 5/4"xb" P.T. � • 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) AFL P�- DECK BOARDS 5.GAP 5HINOLE OVER RIDGE d HIPS (A5 REQb) RR• b.PROVIDE RIDGE VENT (AS REOV) 2 7. FLASH ALL VALLEYS --_---- �\ / / ATT I G - -- b.INSTALL DRIP EDGE AS IREOV cf.INSTALL ALL AS PER MANU. 5PEC.'s G.J. AS PER PLANS / 2 I/2"0 HOT DIPPED GALV. BOLTS ® � TYPICAL ROOF d CEILING CONSTRUCTION: / /' 12 P.T. F.J. AS A. POST w/ OVERSIZED WASHERS d O g PER PLAN NEW ROOF I N6 AS NOTED ivy END NUT PREBORED INTO BEAM, POST, / DECK TIE 4 RIM BOARD A55EMBELY • 1/2" GDX PLYWD SHEATHING (BLOCKING • ALL PLYWD SEAMS) • RR.,G.J., E G.T. AS NOTED ON PLANS (O SPANSKT. BEAM AS NOTED OVER b' INSTALL "X" BR:IDGIN6 o CENTER OF / SOLID BLOCK o 12" O.G. SPAN,U.O.N) / d1 (2) SIMPSON DJT14Z • MIN. OF R-4qG FIBER 61.A55 INSUL. w/V.B. DECK JOIST TIE ® E (I) I/2"0 H.D. 6ALV. THRU BOLT w/ U.O.N.,OR R-300 IN OATH. AREAS. POST /'/ OVERSIZED WASHER d END NUT TYPICAL EXTERIOR WAL-L CONSTRUCTION(TY "SIMPSON" PRE a P.): 12 ABA66 JOIST TIE JOIST TIE INTO POST 6 OEGK 1 O UPON "TYVEK" HOUSE WRAP (OR EQUAL) oo / BEDROOM BEDROOM ® COLUMN BASE • UPON 1/2" GDX PLYWD. �+HEATHIN6 OLOOKIN6 o ry b"xb" P.T. POST ALL PLYWD SEAMS) ---- • 2"xb" 5TUD5 o Ib" O.G. w/DBL. TOP PLATE F.J. AS PER PLANS GRADE FIRST FLOOR TOPLATE MIN. R-20 FIBEROLA55 IN5UL. w. V.B.,U.O.N.PSUM ---- II _P II � • 5/b" GYBD. WALL FINISH 1�" ELEV. +10.1' 10"0 'SONOTUBE' FILLED � � SOLID w/ P. OONO- n ~ ONEW SIDING NOTE (TYPJ: �� Z LU `} 1. INSTALL NEW 510IN6 (TO SELECT) 2."TYVEK" HOUSE WRAP (OR EQUAL) 24"x24"xl2" I F- U 3.INSTALL. ALL AS PER MANU. SPEG.'s P. GONG. PAD FTG. O = I J 4.PROVIDE ALL NECE55AFiY TRIM FOR- U � J PROPER INSTALLATION � 5. SIDING SHALL EXTEND TO TOP OF (1) #5 BENT Q LBAR FOUNDATION WALL 4 �� Ib" O.G. .. .... .... O TYPICAL P. GONG. FTG. a WALL CONSTRUCTION: KITCHEN PUT. BATH DEN ' • (2) 2"xb" P.T. SIH_ PLATES w/COPPER TERMITE `I SHIELD a SILL SEAL FINISHED FIRST FLOOR • ANCHOR BOLTS AS PER PAGE A-200 F.J. AS PER PLANS ELEV. +2.0' l • P. OONG. FOUND. WALL AS PER DETAIL UPON A--b00 J 1 • P. CONC. FOOTING AS PER DETAIL UPON PAGE A-600 AM AVG. GRAD • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR T ELEV. +0.0' DGfG SUPPORT DETAIL • B.O. FTG. 3'-0" BELOW EiRAVE MIN. • 1/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN A-601 APPLICABLE) SCALE: 5/4" = 1'-0" I • AIR ENTRAIN P. OONC. FOR PORCHES /PATIOS / STOOPS(WHEN APPLICABLE) 5 i • MASON TO AGGOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 4" P. GONG. MIN. 4" BETWEEN EDGES OF O NEW R_30 BATT. INSUL. IN FLOOR SYSTEM (MIN.R-30 SLAB W/ BASEMENT _ -I/2" SQUARE BALUSTER AS PER TABLE 402.12) 6x6-10x10 W.W.M UNFINISHED TOP OF NEW SLAB a (STYLE TO SELECT) ^� ------------ ELEV. -6.8' SIMPSON 1-125A RAFTER � , 'D TIE (OR EQUAL) O SEAM/GIRDER AS PER PLAN 5/4"xb" P.T. l DECK BOARDS SECTION G /A-601 SCALE: 1/4" = 1'-0" (2) 1/2"0 HOT DIPPED GALV. BOLTS P.T. F.J. A5 —EA. P05T w/OVERSIZED WA5HERS d PER PLANiv Z END NUT PREBORED INTO BEAM, POST, f DECK TIE d RIM BOARD A55EMBELY n = T. BEAM AS NOTED SOLID BLOCK o 12" O.G. (2) SIMPSON DJT14Z --_----_—_---_—_—_—_—_—_-----_—_—_ RIDGE HEIGHT DECK JOIST TIE 0 EA. (1) 1/2"0 H.D. GALV. THRU BOLT w/ ELEV +24.4' P05T OVERSIZED WASHER b END NUT PREBORED INTO P05T d DECK 12 "SIMPSON ABA44 R•R.,4s — 13-4L ® COLUMN BASE JOIST TIE --4"x4" P.T. POST ¢fit. P5 / / \ \ 2 / GRADE y \ / / ATTIG \ \ II z u G.J. AS PER PLANS \ \ ----- "I 8"(P '50NOTUBE' FILLED g \ \• SOLID w/ P. GONG. I' z_ 0 II O --1 • V .10 ' a 12"x 12"xb" FTG. I I o (1) #5 BENT ---- ----- -6 I 1J •81 ./ \• \ � 4 L REBAR ® > ' iui 2 -by2 12 / \ NEW P.T. ROOF / 4-r— — RAFTER AS PER• CLOSET BATH MASTER BEDROOM \ DECK PLAN i I DEGX SUFFOR7 DETAIL ��E ARc I r - F.J. AS PER PLANS _ FIRST FLOOR TOP PLATE I 3 ELEV. +10.1' I 4 zr II NEW "51MP50N" LU526 d iia" NEW FAS21A GALVANIZED JOIST HANGER BOA Nry ``' A�, 03 lab yp� I I PORCH -6 I I I NEW P.T. BEAM F or N E AS PER PLAN I I I 3 LIVING ROOM GREAT ROOM SCREEN ROOM NEW "SIMPSON" PG64 PROJECT: — — -- _ (FOR 3 PLY BM) FINISHED FIRST FLOOR "SIMPSON" 5652-2/4 �/`15f\ 'WITZ F.J. AS PER PLANS (FOR 2 PLY BM) ELEV. +2.0 I I AVDE RES 11 ENC E G. GRA ---- a rRA 7 b 7 ELEV. +0.0' z I I 5 EXTERIOR 5HEATHINC AS I I I PER SECTION NOTES 1700 CEI �R DRIVE I o L — — d3SIDING MATERIAL AS SOUTH ILD NY /-PER SECTION NOTES f I P.T. POST A5 BUILDING PAPER d HOUSE WRAP 4' P. CONC. -6 I PER PLAN TO FULLY OVERLAP FLASHING -6 I SLAB I,,,/ BASEMENT �_ DRAWING TITL) GAP FOR 6xb-10x10 W.W.M UNFINISHED -- - - - - - _—_—_-----_—_—_-- TOP OF NEW SLAB DRAINAG5/4xb P.T. DECKINGE �� SECTIONS -- ELEV. -6.8' L "Z" FLA5HIN6 SEGTION/DETAII5) DETAILS SECTION E3 /A-600 NEW "SIMPSON" �. P05T BASE PER = j `FLASHING SCALE: I/4" = I'-O" POST SIZE DRIP EDGE P.T. DECK J015T _ - COUNTER AS PER PLAN PAGE: NEN P.T. JOISTS AS PER PLAN FASTENED w/(2) - FLASHING DECKING 5/5" 40 x 5" LONG HEAVY DUTY GAL. An LAG BOLTS o Ib" O.G. INTO MUD SILL # METAL CALV. JOIST HANGER RIM BD.;WHEN m FOUND. WALL FASTEN w/(2) 515"4) x 5" LONG APPROVED BY 'SIMP50N' (OR EQUAL) o A-( ---1 6- vMASONRY ANCHORS m Ib" O.G. EA. JOIST NEW P.T. F.J. "Z" FLASHING FOUNDATION WALL 7DATE: 6/6/19 8 OF 10 2 C.,OVE QED FOROH DETAIL LEDOER GONNEGT I ON DETAIL A-601A-601 SCALE: 3/4" = I'-O" SCALE: I" = I'-O" r i I i I i Li. D U w F- C-) -U J Q . ....................: 4" FRESH AIR VENT ji LL LL LL I`THROUGH ROOF O O O O v 31 I j I I . F - I I FULL BATH FULL BATH NOTE: NOTE: ALL PLUMBING WORK ALL PLUMBING d OL r- I I 1 I 1 I 1 w SHALL CONFORM TO FUEL OAS WORK 1010 1 2„1 1 2"� 1 1 �� 2"I I LOCAL PLUMBING CODE p SH LOCAL 1 :� SHALL CONFORM LL 9 12„ 1 1 1 1 PROVIDE 'ABED • FP200 FR I�i� I 1 1 I 1 EXPANDING FOAM" (OR EQUAL) O v = I Q4 3 1 PLUMBING CODE # 1 4: FUEL 6A5 3 1 I 1 1 I 1 AT ALL PENETRATIONS IN FIRE U ry1- 31 : 4a Q 4:c Q4 v EGEND N I 1 I I I RATED WALLS AND �I'ti Iv 1= _ Iv I x _ - W :: _ _ - Fry SUPPLY I. PROVIDE ABE5G0 FP200 FR 1 I I CONFOR/GEILIN65. PRODUCT I SHOWER In I- ry- _-.---- --.._ N -_ U1- F------ N--_--.— I 1- I_ � � � I - �-n -- -- HOT WATER - ----- - -- --------------- -- PIPING PENETRATIONS: FLOOR5ISHOWER 2:: 1 1 I 2" I I CONFORMS TO ASTM E 814, I 1 �I� In TUB �� LIQ TUB I ® - - EXPANDING FOAM” (OR EQUAL) TUB I 1 TUB ASTM E 84,AND UL 1479 - - - I I I I I I I - - -- --;�------- ' --- - - -�t�--�u,-------' -- GOLD WATER AT ALL PENETRATIONS AT WALLS G.O.L 2 2 I 2 - - - - - - -- -- -- _ . _ -.._..-..-.. Iy._.. ._.._.._.._. y_.._._.._.._.._.. .._.., .._. _.._.._. _.._. o -.._..-..� SUPPLY NFORMS — -HALF BATH LAUNDRY KITCHEN FULL BATH I i - -_- - - -- - 2.8PRODUCT 14,ASTME54 ANDGUL14 01 E - -- - - - G.O. HALF BATH LAUNDRY KITCHEN FULL BATH NOTE: ROOM 1 PROVIDE "ABESGO FP200 FR i ROOM ___ _ _ ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) T-_---_ SHALL CONFORM TO I j AT ALL PENETRATIONS IN FIRE ly I RATED WALLS AND LOCAL PLUMBING CODE c w KITCHEN LAUNDRY 00 2 i 1 1:2-1 2 i :211 i i p 1 i 11 FLOORS/CEILINGS. PRODUCT p LL 1 2"I 1 1 1 1 I 11 2-11 GLEAN OUT O I I I i A5TM E 84, AND U 1 CONFORMS TO L 14'19 14, 0 j " u I I I 1 I I 1 3 IL I 1 � H o 1 I L- f- 12 I 12 1 AS REQ D 0 I �n 1 1 I EXIST. F.A.I. TO tY I IQ Q 1 1 Ivl 4j 1 ria I I oC 1 1 i I REMAIN N.I.F. LL X31 I ISI = ryl_ SIria v 1 IT I 2" I I i ABOVE DFE) vlr U IU VI= `I� IUI� 1,)1� I I RANGE 21, I 2" I2" I I - ---\Iry- I\ ry1� DW � . 1 S�HO�WER I�ICv -QIQ I 1 SHOWER I pwl wAs I {� p ! Iry I I I - m ---- - - -- DRYER --- --- - R 2 DW I TUB r1� � � 1-I� I I 1 i,. �� TUB 1 � � I --- - - ---- - G.O. 211 2 3:: - 6-�- -�..- - — -—�.._� _ ._ _.— .� - ----------- �.._.� ._.._..�_...�_ _.� - -- - - --- - ---__- - --- -- 'I G.O. 500 OALLON H 4�� ( j PROPANE TANK w z0 z0 1 i z0 MAKE/MODEL 2 I- I I= TBD p USE k) Lu~ MAIN DRAIN L l I w U NLu z 4.: z I I Nw z SLI - --- - - - - ------ -- W HOUSE TRAP _.._.._. .. p O Lu Q Q IL lu Q Glu .O. Lu Q -�--- -- -, -- ---- ------ ---- - ----- w to Lu [a 1 Lu Lil 801LER - � � BOILER � I I I 4" BACKFLOW PR'VENTION: TO 57REET BACKFLOW PREVENTION: BACKFLOW PREVENTION: 1 PROVIDE BACKWATER 5;::�Tlo SUFFOLK COUNTY - - - r �R MAIN R^ R BG 6501.1 AME!IDMENT5 TO - ----- + BG 6501.1 AMENDMENTS TO - --- �( M A PROVIDE BACKWATER PROVIDE BACKWATER VALVES IN COMPLIANCE WITH VALVES IN COMPLIANCE WITH VALVES IN COMPLIANCE WITH CiSr SERVICES DEPT. OF _ M. p P0115 d BG 6501.1 HEALTH APPROVED ASCE 24-05 5ECTION5"1.3.3 d ASCE 24-05 SEIONSCT "13. �A AMENDMENTS TO ASCE 24-05 3 d SECTIONS 1.5.5 d -1.3.4. SEPTIC SYSTEM 'i.3.4. '13.4. 2 Q _ 7�l FLUME31NO RISER - DRAIN / NASTE / VENT FLUME31NO RISER - SUPPLY' CAS RISER - SUFFLY 50ALE: NTS SCALE: NT5 50ALE: NTS 5F 37405 OF NE�1 PROJECT: PASK �WITZ RESIT HENCE 1700 CEI AR DRIVE SOUTH )LD, NY DRAWING TITLI PLUMBING RISEF DIAGRAMS GAS RISER DIAGI W PAGE: P L-1 �O 0 DATE: 6/6/19 10 OF 10