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HomeMy WebLinkAbout42114-Z ��p�Os FF�I'�C®Gy Town of Southold 7/17/2019 P.O.Box 1179 co co T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40510 Date: 7/17/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 760 Hillcrest Dr N, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2017 pursuant to which Building Permit No. 42114 dated 11/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED PORCH, RAISED PATIO, SCREENED PORCH, ATTACHED GARAGE, AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Carullo,Bruno of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0195 02-04-2019 ELECTRICAL CERTIFICATE NO. 42114 01-04-2019 PLUMBERS CERTIFICATION DATED 06-04-2019 fl B d Piecuch th d ignature zrlz=-- ��o�gdFFOt,t Town of Southold 7/17/2019 o P.O.Box 1179 co 53095 Main Rd p � -0 �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40511 Date: 7/17/2019 THIS CERTIFIES that the building HOT TUB Location of Property: 760 Hillcrest Dr N, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2017 pursuant to which Building Permit No. 42114 dated 11/6/2017 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: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Carullo,Bruno of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42114 05-14-2019 PLUMBERS CERTIFICATION DATED 0 0t 0 Signature o�gUFfO(�-c�G, TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 42114 Date: 11/6/2017 Permission is hereby granted to: Carullo, Bruno 19-50 Steinway St Astoria, NY 11105 To: construct single-family dwelling with an accessory hot tub as applied for per SCHD approval. Two CO's will be required simultaneously. At premises located at: 760 Hillcrest Dr N, Orient SCTM # 473889 Sec/Block/Lot# 13.-2-8.22 Pursuant to application dated 10/13/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,870.80 CO -NEW DWELLING $50.00 ACCESSORY $250.00 CO - SWIMMING POOL $50.00 Total: $3,220.80 Buildi pector 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 l%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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �- House No. S Hamlet Owner or Owners of Property: �l/011 0 U L' 0 Suffolk County Tax Map No 1000,Section l Block Lot 6 . Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: � check on Fee Submitted:$ �50 '111licant gnature pF SO(/l�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road cos Fax(631)765-9502 P.O.Box 1179 roper.richert(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Bruno Carullo Address: 760 Hillcrest Dr N City. Orient St: New York Zip: 11957 Building Permit#: 42114 Section: 13 Block. 2 Lot: 822 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 64 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 3 Recessed Fixtures 67 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200, Switches 62 Twist Lock Exit Fixtures TVSS Other Equipment: range hood, well pump, 1-paddle fan, 2-bath fans, 2-garage door openers, 12-ARC fault circuit breakers Notes Inspector Signature: Date: January 4 2019 OF 81-Cert Electrical Compliance Form As I Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ® �® roper.richert(CD-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bruno Carullo Address: 760 Hillcrest Dr N City: Orient St: New York Zip: 11957 Budding Permit#- 42114 Section. 13 Block. 2 Lot 8.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1 st Floor Pool New x Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DRryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS ROther Equipment: GFCI protected disconnect for self contained hot tub Notes- Inspector Signature: - Date: May 14 2019 81-Cert Electrical Compliance Form(1)As o�xhoF soUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • O Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - ------- - -------------- - -------------- -- -------- -------- ---- ---- ----- - - - - - ---------- ---------- - JUN 1 8 2019 ---------- CERTIFICATION Date: 1(AOf Building Permit No. Owner: Corvl l 6 (Please print) Plumber: b (ad vi 'eC UC (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this "t \ GONfVii=D.i3i)NCFi . Notary Public,State of New York day o 2010 No.01 SU6185050 Qualified in Suffolk County-� Commission,Expires April 14,2 Notary Publi, County �OFSopT�, how o� coUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION lvfFOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tx1o� d � � �iM, i?K/ � �1✓ l h _ z 101 Pi a✓ -�v � l Y • DATE A INSPECTOR SoplyO TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR S: DATE < INSPECTOR BOE SOpT�, �o� olo coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �flpmnq *elv. Ts DATE INSPECTOR OF soUjyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ON [ ] -FOUNDATION 1 ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A qLe�d, Mum I © IL DATE J�/ INSPECTOR l TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPEC IOM [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA LKING REMARKS: r Qlvm6VlMf �0/DATE y� INSPECTOR pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Ot ho��OF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION lvf CAULKING REMARKS: �& i &Lx� Co.-iNVA fife" DATE INSPECTOR (�fi Alifi IV o��pE SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &*-&✓ a4� k Ce.; 6 q J (Q T* A&mT-<,A- 0 , 4,-( .ems Daye OLZ4 DATE INSPECTOR OF 50�1y0� # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [bC] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o DATE 1 �� INSPECTOR �` SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION IST [ ] GH PLRG. [ ] FOUNDATION 2ND JNSULATION [ ] FRAMING /STRAPPING [ FINAL id [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS.- I 0 f .F a-c Pflefi-16 �— tic u 43 � � baa✓ � w DATE INSPECTOR �O��OF OUI,yOIo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTILON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINALIQ/ - IVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: LOAoCA� V-&�-,!!, vlv 1 DATE INSPECTOR ENERGY TESTING SERVICES,LLc The Best Energy is Saved Energy" 1648-A Locust Avenue Bohemia,NY 11716 631-244-2627 Fax:631-244-2629 - - - - - www.energytestmgservices.com APR - 9 2019 March 29, 2019 ' 17�- Gabrielsen Builders, LLC P.O. Box 317 Jamesport, NY 11947 Re: 760 Hillcrest Dr. Orient, NY As requested by the Town of Southold, Energy Testing Services was retained by Gabrielsen Builders,LLC to perform a Blower Door Test at the above said building. Michael Caruso HERS Rater License BER-7960376 performed above said test and found that the above buildi s sati ied the NY State requirement 3 air changes per hour with the results of the Blower Doo t 2.3 air anges per hour-which more than passes the requirement. Energy Testing Services, LLC also performed a Duct Blaster for the above building and found the leakage rate to be 20%better than the required 4% Duct Leakage Rate per code. If there is any further information that you need, please do not hesitate to contact us. Thank you Michael Caruso Rater Builders' & Homeowners' Certified Source for: 1 • Home Energy Rating Service(HERS) • Manual J&D • Infrared Imaging ao ALLIRI 131M) • Certified Home Performance Energy Audits UR(.A% \7171, All designed to improve home comfort, durability, health&safety and to reduce homeowners'energy costs. Carullo • Hous -� 760 Hill Crest Drive North D D 9 , , Orient, NY 11957 TR 2 9 2019 I MAN=UAL=J LOAD-C-AL_C--_U_L T-3- NS 1 1 Prepared B_y: GreAory�W.�Silir_is—Job_T_itle:-Draftsman/_Estimator��_____._ — T 1— I T 17 l j Signature:i� - 'i Date:-Apr-i140;_2019- ILj-i I ,--- I � I ��-`-�-�T---• ,ter- - ----_--_-- - - - I ' +1_I fit —fI ---� - T --; - -J-�' '_ nj F. L 1i !T ,�-1 � � � � ___fir_ � • 'FYI-_I �, ;�� �-� 9 � � , JL i 7 i I� Ld i i lFI T - L-ITN;GAT ��N O- r - -, I 0-0__D,S O�J=1V=D ii4V E N lJ'E --j - 1-7-�! fir. -' ���! ' NI1AT'fiITU• �K!' NLY 119 5 2� i- CSP=-' I I ► Hkolb Pro ect Summa Job: J Summary Date: April 10,2019 Carullo By: GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)298-5527 Email info@kolbmechanical corn Web kolbmechanical corn Project Information For: Carullo House,Gabrielsen Builders 760 Hill Crest Drive North, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 70 OF Inside db 74 OF Design TD 60 OF Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 41594 Btuh Structure 35771 Btuh Ducts 13133 Btuh Ducts 13187 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 54727 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 43083 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Tight) Structure 11515 Btuh Ducts 2002 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 2386 2386 Equipment latent load 13517 Btuh Volume(fP) 26510 26510 Air changes/hour 0.25 0.13 Equipment total load 56600 Btuh Equiv.AVF(cfm) 110 57 Req.total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` il I1tS0 2019-Apr-10 13 43 51 W P 9 Right-Su de@ Universal 2013 13 0 10 RSU10077 Pagel al'J's\Carullo Residence\Carullo Residence rup Calc=MJB Front Door faces. N ®lProject Summary Job: Date: April 10,2019 NkAHU1 By: GWS HEATING TCOOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)29M527 Email*info@kolbmechamcal.cem Web.kolbmechamcal corn Project • • For: Carullo House, Gabrielsen Builders 760 Hill Crest Drive North, Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 70 OF Inside db 74 OF Design TD 60 OF Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16869 Btuh Structure 14865 Btuh Ducts 4534 Btuh Ducts 4699 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21404 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 17216 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Tight) Structure 4889 Btuh Ducts 685 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 822 822 Equipment latent load 5574 Btuh Volume(i13) 8876 8876 Air changes/hour 0.29 0.15 Equipment total load 22790 Btuh Equiv.AVF(cfm) 42 22 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 926 cfm Actual air flow 926 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -k-�` 1+ WrlghtSOft' Right-Suite®Universal 2013 13 0 10 RSU10077 Page 2 2019-Apr-10134351 �" al'J's\Carullo Residence\Carullo Residence rup Calc=MJ6 Front Door fares* N ®'b Pro ect Summary Job: J •� Date: April 10,2019 AHU2 By: GWS HEATING TCOOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)29M527 Email:info@kolbmechamcal com Web.kolbmechamoal com Project Information For: Carullo House, Gabrielsen Builders 760 Hill Crest Drive North,Orient, NY 11957 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 70 OF Inside db 74 OF Design TD 60 OF Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24724 Btuh Structure 20906 Btuh Ducts 8599 Btuh Ducts 8489 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33323 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 25867 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Tight) Structure 6626 Btuh Ducts 1317 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 1564 1564 Equipment latent load 7943 Btuh Volume(fP) 17634 17634 Air changes/hour 0.23 0.12 Equipment total load 33810 Btuh Equiv.AVF (cfm) 68 35 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1393 cfm Actual air flow 1393 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. At WPC htsOft' 2019-Apr-1013 43.51 Right-Suite®Urnversa1201313 010 RSU10077 .al'J's\Carullo Residence\Carullo Residence rup Calc=MJB Front Door faces N Page AED Assessment Job:Hkolb Date: April 10,2019 Carullo By: GWS HEATING-COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Matbtuck,NY 11952 Phone (631)298-5527 Email info@kolbmechanical com Web kolbmechamcal com Project • • For: Carullo House, Gabrielsen Builders 760 Hill Crest Drive North,Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 74 Elevation: 30 ft Design TD(°F) 60 9 Latitude: 41°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 36.4 33.4 Dry bulb(°F) 10 83 Infiltration: Dailyrange(°F) - 16 ( M ) Wet bulb( F) - 71 Wind speed (mph) 15.0 7.5 Test for • ' • Exposure Hxrly Gaang LoEd 22,000-- 20,009-- 16,0011 2,0020,0016,00 14,000-- 12,000-- 10,000-- 8,000- 6,000-- 4,000-- 2,000-- 0 4,0012,0010,008,006,004,002,000 8 9 10 11 12 13 14 15 16 17 18 19 20 H—fEty They /A.W i AED** Maximum hourly glazing load exceeds average by 33.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 601 Btuh (PFG - 1.3*AFG) � wri ft` 2019-Apr-1013.43-51 htso ti 9 Right-Suite®Universal 2013 13 0.10 RSU10077� Page 1 e4C. al'J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N 6 NkolbAHU1 AED Assessment Job: Date: April 10,2019 By: cws HEATING—COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Matbtuck,NY 11952 Phone*(631)298-5527 Email info@kolbmechanical com Web-kclbmechanical com Project • • For: Carullo House,Gabrielsen Builders 760 Hill Crest Drive North, Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 74 Elevation: 30 ft Design TD (°F) 60 9 Latitude: 41 ON Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 36.4 33.4 Dry bulb(°F) 10 83 Infiltration: Dailyrange(°F) - 16 ( M ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Fb*Gwng Load 11,00 10,00 9,00 8,00 7,00 6,00 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—OfDay H.M i A.G. i rv:orft Maximum hourly glazing load exceeds average by 32.2%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 173 Btuh (PFG -1.3*AFG) 2019-Apr-10 13 43 51 �� vvrightSOft` Right-Su dee U niv ersal 2013 13 0.10 RSU10077 Page 2 )IM .al'J's\Carullo Residence\Carullo Residence rup Calc=MJB Front Dcorfaces N AED Assessment Dat NkolbAHU2 Date: April 10,2019 By: GWS HEATING;COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)298-5527 Email info@kolbmechamcal corn Web:kolbmechanical corn Project Information For: Carullo House, Gabrielsen Builders 760 Hill Crest Drive North,Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 74 Elevation: 30 ft Design TD(°F) 60 9 Latitude: 41 ON Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 36.4 33.4 Dry bulb(°F) 10 83 Infiltration: Dailyrange(°F) - 16 ( M ) Wet bulb(on - 71 Wind speed (mph) 15.0 7.5 Test for • - • Exposure Hx.rly GanM Lead 12,00 11,00 10,00 9,ao 8,00 7,00 6,00 5,00 4,00 3,00D-/ 2,000-- 1,000-- 0 ,001, 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—.fC* i H1r i atn Maximum hourly glazing load exceeds average by 35.2%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 428 Btuh (PFG - 1.3*AFG) 2019-Apr-10 13:43 51 (t wr'ightSOW Right-Suite®Universal 2013 13 0.10 RSU10077 Page 3 Arm .a['J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N ®���� Right-JO Worksheet Job: HEATING+COOS ING Carullo Date: April 10,2019 By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone,(631)2985527 Email.info@kolbmechanical.com Web.kolbmechamcal com 1 Room name Carullo AHU1 2 Exposed wall 180.0 ft 72.0 ft 3 Room height 11.1 ft 10.8 ft 4 Room dimensions 5 Room area 2385.5 ft2 821.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area UP) Load number (Btuh/ft'°F I (Btuhlft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 12F-0sw 0 065 n 3 90 0.76 568 458 1785 350 60 7 60 234 46 1 OD-v 0 490 n 29.40 7.55 24 0 706 181 0 0 0 0 4A1-2oc 0 470 n - 28.20 1386 86 0 2425 _ 1192 0 0 0 0 12F-Osw 0 065 e 390 0.76 298 244 950 186 273 219 852 167 11 1OD-v 0.490 a 29.40 24.33 24 0 706 584 24 0 706 584 ; 4A1-2oc_ _ - _ _ 0 470 _e _28.20 50.56 _._ __30 - _ -0_- , 846 _. --1517 _ _30 _-__.___ 0-_ _ __846 ___ 1517 V+J 12F-Osw 0 065 s 390 0.76 733 474 1848 362 380 244 952 186 �G 4A1-2oc 0 470 s- 28.20 25.12 - 259 0- 7304 - 6505 136 -0 - 3835 _ ., 3416 12F-Osw 0 065 w 390 076 453 396 1542 302 73 46 177 35 1 OD-v 0 490 w 29.40 24.33 27 0 794 657 27 0 794 657 _ - 4AI-2oc - -_ -_ _ 0470 _w_ 2820 50.56 30 0 - __846 _. 1517 - -0 0 _- 0 _ _ 0 12B-Osw 0 097 - 582 098 620 572 3329 563 315 294, 1711 289 1 OD-w 0.490 n 2940 7.55 12 0 353 91 0 0 0 - 0 4A1-2oc 0 470 n 2820 13.86 15 0 423 208 0 0 0 0 11 DO- ._ 0.390 n 23.40 - 895 21 21 491 188 21 21 491 _ 188 -C- -- 16A_19al ----- - -- ----0.049-_-_ 294 _ 3.26 _ - 644, 644-----__1894 _ 2098 __ 0 0 _ -_O - _ -- 0 C 16A-30ad 0.032 - 1.92 213 1530 1530_ 2937 _ 3253 536 536 - -_ 1028 -_ 1139 C -16C-19al- 0-049- 2- - - 94 1.79 288 288 848 515 288 288 848 515 - - - - - - -- -- ---- -- -- - ---- -- -- ---- -- - - - -- - --- -- - - -- ----- -- - ----- C 1813-30all 0.034 _,2.04 056 98 98 201 55 - - 98 _- -98 _ 201_ 55 F 19A50bswp___ -__- - 0034 _ _ -, 1.71 0 27 43__ - 43 _ 73 _ 12- -_-- 22 22 _ 38_ __ ._ 6 F_ 19A-30bswp _ 0.034; , 1.71 027 2343 2343 4011 632 799 .799 _-__ 1368 . 216 61 c)AED excursion 1 6011 1 1 1173 Envelope loss/gain 34311 21567 14081 9188 12 a) Infiltration 7282 596 2788 228 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 7 1610 3 690 Applianceslother 11997 4759 Subtotal(lines 6 to 13) 41594 35771 16869 14865 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 41594 35771 16869 14865 15 Duct loads 32% 37% 13133 13187 27% 32% 4534 4699 1 Total room load 5 Air required(cfm) I 1 1 23201 423201 27 I 1 9261 7961 9 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. fA' WPIg~1tS®ft' 3*51 Right-Suite®Universal 2013 13 010 RSU10077 2019 Apr-101 Pa9e 1 al'J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N ®�®'� Right-J® Worksheet Job: Carullo Date: April 10,2019 U EAT3NG+COOLING By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattrtuck,NY 11952 Phone:(631)298-5527 Email.info@kolbmechanicel.com Web-kolbmechanicel corn 1 Room name AHU2 2 Exposed wall 108.0 ft 3 Room height 11.3 it 4 Room dimensions 5 Room area 1564 0 ft' T Construction U-value Or HTM Area W Load Area Load Y ( ) number (Btuh/ft'"F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter �/ Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool �—G 10D-0 -J - 0.490 --n -29 40 - - --- -— - - - 6 I—G 12F-Osw 0.065 n 3 90 0.76 508 398 1551 304 7.55 24 0 706 181 4A1-2oc__ '0470 _n 2820 _ 1386 86 0 2425 1192 _ 12F-Osw 0.065 a 3.90 0.76 25 25 97 19 11 1OD-v 0.490 a 29AO 24.33 0 0 0 0 4A1-2oc_ ___ 0.470 _ e_ _ 28.20 __ 50 56_ ___0 _ 0- __ 0 _ 0 v� 12F-Osw 0 065 s 390 076 353 230 896 1,75 ! _ G 4A1-2oc OA70 s 2820 25.12 123 0 3469 3089 12F-Osw 0 065 w 390 076 380 350 1365 267 t OD-v 0 490 w 29.40 2433 0 0 0 0 4A1-2oc _ _ _ _____0470_ w 28.20 _ 50.56 30 0 846 _ _ 1517 12B-Osw 0.097 - 582 0.98 305 278 - 1618 274 - 10D-w 0.490 n 29.40 7.55 12 0 353 91 4A1-2oc 0.470 n 28.20 13.86 15 0 423 208 11D0_ 0.390 _n_ 23.40 __ 8.95 0 _ 0 0 0 C_ _ 16A-1 gal _ _ _ 0.049 - __2 94 _ 3.26 644 _ 644_ 1894 2098,_ C _ 16A-30ad _ - 0 032 - 192 213 994 _' 994 1909 2114 -- C C 16C-19al _ _ 0049 - 2.94 179 _ _ _ 0 _ 0 0 _ _ 0 C _ 18B 30a1 _ ., _ 0 034 2.04 0.56 0 0 0 _ 0 F_ _ 19A-30bswp __ __ 0 034 = 1.71 0 27 21 _ _ 21 _ _ _35 6 F 19A-30bswp _ 0 034 - 1.71 027 1544 1544 2643 416 61 c)AED excursion 428 Envelope loss/gain 1 20230 12380 12 a) Infiltration 4494 368 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 4 920 Applianceslother 7238 Subtotal(lines 6 to 13) 24724 20906 Less external load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 24724 20906 15 Duct loads 35% 41% 8599 8489 Total room load 3 Air required(cfm) 1 I 1 13931 293931 I I I 1 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. wreghtsoft' Right-Su ite®Unrversa1201313.010 RSU10077 2019-Apr-10134351 i Page 2 al'J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N ®f Right-J® Worksheet Job: AHU1 Date: April 10,2019 HEATING 4 COOLING By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtuck,NY 11952 Phone*(631)2985527 Email info@kolbmechanical com Web kolbmechanical com 1 Room name AHU1 Master Bed. 2 Exposed wall 72.0 ft 28.5 ft 3 Room height 108 ft 112 ft heat1cool 4 Room dimensions 1 0 x 380 5 ft 5 Room area 821.5 ft2 380.5 ft2 Ty Construction U-value Or I HTM I Area (ft2) I Load I Area (ft') I Load number (Btuh/fPL.F) (Btuh/ftp or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 n 390 0-76 60 60 234 46 0 0 0 0 1 OD-v 0 490 n 000 0.00 0 0 0 0 0 0 0 .0 4A1-2oc. _ _0.470 n_ 0.00 0.00 0 0- 0 0 _ 0 0 0 _ -0 12F-Osw 0 065 a 3.90 076 273 219 852 167 0 0 0 0 11 1 OD-v 0 490 a 29.40 24.33 24 0 706 584 0 0 0 0 _- 4A1-2oc- __ _ 0.470__e_ _ 2820 50 56 30 0 _ _ 846 _ _- 1517 _ _ _0_-. _ 0,-- _ 0 _-__ _ 0 V�! 12F-Osw 0 065 s 3.90 076 380 244 952 186 245 169 659 129 l—C 4A1-2oc 0 470 s 2820 25.12 136 0 3835 _ 3416_ 76 _- 0 2143 - 1909 VU12F-Osw 0.065 w 390 076 73 46 177 35 40 13 51 10 1 OD-v 0 490 w 2940 24.33 27 0 794 657 27 0 794 657 4A1-2oc- 0470 -_w- 000 _ _ 0.00 0 _ 0_ 0 _ 0_ 0- 0 '0 0 128- 0 097 582 0.98 315 294 1711 289 0 0 0 0 10D-w 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 W-2o c 0.470 n 000 0.00 0 0 0 0 0 0 0 0 1100 0.390 -n 2340 895 21 21 491 188 . 0 0 .0 _0 C _ _- 16A-19a1 _ ____0-049 - --_0.00 -_ ,000 0 _ 0 _ ___0 _ _ 0 0, _ __0 _0 0 C _- _ 16A-30ad 0 032 1 92 _ 2.13 536 536 _ 1028 1139 173 173 331 367 C_ _ 16C-19al _ 0 049 - _ _2.94 1.79 _ 288 288 _ 848 515 288 288 848 515 C 188-3Oal - 0 034. -_ 204 - - 0.56 98_ 98 201 - 55 _ 0 0 _ 0 0 F_ -- 19A-30bswp -- -- -0034 ---- 171 -- -0.27 - 22 ---- --22- -- 38 --- -- 6 - -2 - - - 2 - - 3- 0 F 19A-30bswp _ 0.034 - 171 0.27 799 799 1368 216 .379 379 648 102 61 c)AED excursion 1 173 1322 Envelope loss/gain 14081 9188 5477 4011 12 a) Infiltration 2788 228 1012 83 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants @ 230 3 690 2 460 Appliances/other 4759 2426 Subtotal(lines 6 to 13) 16869 14865 6489 6979 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbubon 0 0 0 0 14 Subtotal 16869 14865 6489 6979 15 Duct loads 27% 32% 4534 4699 27% 32% 1744 2206 Total room load 1 I Air required(cfm) I I 1 219 61 199 61 I 1 83561 9186 Calculations aDaroved by ACCA to meet all reauirements of Manual J 8th Ed. A 444- w�iightsaft• 2019-Apr-10 13.43.51 Right-Suite®Unrversal 2013 13 0 10 RSU10077 Page al'J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N ®�� Right-JO Worksheet Job: AHU1 Date: April 10,2019 Ii2ATING+COOLING By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email info@kolbmechanical corn Web kolbmechanical com 1 Room name OfficeMall 2 Exposed wall 435 ft 3 Room height 10.4 ft heaUwol 4 Room dimensions 10 x 4410 ft 5 Room area 441.0 ft' Ty Construction U-value Or HTM Area (ftp) Load Area Load number (Btuh/ft'-°F I (Btuh/ft5 I or perimeter (ft) (Btuh) I or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool - -- - ----- - - -- - - - - - -- -- - - - -- - -- - -- - - -- - -- - -- - 6 12F-0121` 0.065 n 3 90 0.76 60 60 234 46 1OD-v 0 490 n 000 000 0 0 0 0 --7f. 4A1-2----oc 0.470 n- 0.00 0.00 0 0 0 0 - - -- - - - - - 12F-Osw 0 065 e 390 076 273 219 852 167 11 1OD-v 0 490 a 29.40 24.33 24 0 706 584 4A1-2oc- -_ _ _ _ -_0.470 e- _2820 5056 -30- _ __ 0 - 846 _ _ 1517 41/ 1217-0sw 0 065 s 3.90 0 76 135 75 292 57 4A1-2oc 0.470 s _ 2820 25.12 _ _ _ 60 0 1692 _- 1507 12F-Osw 0.065 w 3.90 0.76 33 33 127 25 10D-v 0.490 w 29AO 24.33 0 0 0 0 4A1-2oc 0.470 w 0.00 0.00 0 0 0 __ __ 0 12B-Osw 0.097 - 5.82 0.98 315 294 1711 289 10D-w 0.490 n 0.00 000 0 0 0 0 4A1-2O c 0.470 n MOO 000 0 0 0 0 11 DQ 0.390 n _ 2340 _ 8.95 21 21 491 188 _ C _-16A-19al- _ 0.049_ -_ 0.00_ _ 0.00_ _ ___0 _ 0- 0 _ _0_- C _ 16A-30ad 0.032 - _ 1.92 _ 2.13 363 _ 363 697 - 772 C 16C-19al 0.049 294 1.79 _ 0 _ 0 _ _0 _ 0 _ C.__ 18B-30all 0 034 _ - _ - 2 04 . 0 56 98 98 201 55 _ - - - - - ---F___ 19A-30bswP_ - ---- -- ---0 034 = --- 171 - 0.27 0.27 --- 21 ---- -- 21 __ -_35 - -- 6 - - F _ 19A-30bswp - 0 034 --1.71 _ 0.27 421 421 720 113_ 61 c)AED excursion 1 -149 Envelope loss/gain 8604 5177 12 a) Infiltration 1776 145 b) Roam ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/other 2333 Subtotal(lines 6 to 13) 10380 7886 Less external load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 10380 7886 15 Duct loads 27% 32% 2790 2493 lir required(cfm) I I I 13170 5701 10378 4911 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wrightsoft- Rig ht-Su ite®Universal 2013 13 0.10 RSU10077 2019-Apr-10134351 Page 4 al'J's\Carullo Residence\Carullo Residence rup Calc=MJ8 Front Door faces N 1,y � Right-J® Worksheet Job: ®k®1b AHU2 Date: April 10,2019 IIEATrrdG+COOLING By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone.(631)298.5527 Email info@kolbmechanical.com Web:kolbmechanical.cem 1 Room name AHU2 LivingKitch. 2 Exposed wall 108.0 ft 58.5 ft 3 Room height 11.3 ft 11.9 ft heaticool 4 Room dimensions 1.0 x 1060 8 ft 5 Room area 1564.0 ft' 1060 8 ft' Ty I Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft--°F I (Btuh/ft) I or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool - - -- - - -- - - - - -- - -368 - -1551 - - - --203 -- - - -- 6 1217-0sw -0065 n 396 076 508 1 304 147 572 112 1 OD-v 0 490, n 29.40 7.55 24 0 706 181 24 0 706 181 4A1-2oc 0.470 _:n 2820 1.3.86_ 86 _ _ 0 24.25 1192 32 0 902 443 12F-Osw 0 065 a 3.90 076 25 25 97 19 0 0 0 0 11 1OD-v 0.490 a 0.00 0.00 0 0 0 0 0 0 0 0 4A1-2oc______------ _ _ OA70 e- _000 _-- 000- - ---_0 0 ------0- - - - -0----- -0-- --- - 0 -- 0 ____ 0 �1 1217-0sw 0.065 s 3.90 076 353 230 896 175 353 230 896 175 '-=! 4A1-2oc _ -0470 s_ _ 2820 _ 2512 123 0 3469 3089 , 123 0 3469 3089 12F-Osw 0 065 w 390 076 380 350 1365 267 215 203 792 155 10D-v 0 490 w 000 000 0 0 0 0 0 0 0 0 4A1-2oc _-_ _ 0.470 _ w_ 28.20 _ 5056 _ 30 __ _ 0 __ _846 __ 1517 ___- _12 _ 0 338 - _ _607 Fj 1213-0sw 0 097 - 582 098 305 278 1618 274 305 278 1618 274 I!��CGI 10D-w 0.490 n 29.40 7.55 12 0 353 91 12 0 353 91 4A1-20c 0.470 n 28.20 13.86 15 0 423 208 15 0 423 208 11DO-_ 0.390 n 000 000 _0 0 .0 0 _- -_- 0 0 C_---- _ 16A-19al_ __. _ 0 049 - , _294 _ 326 _ 644 _ _ 644 ___-1894 _ _2098 2098-_,_ 644 644 644 ____ 1894 _2098_ C - 16A-30ad 0 032 1.92 213 994. 994 - 1909 2114_ _ - _491 491 -_ 943 - 1044 C _ _ 16C-19al_ 0 049 0.00 0.00 0 _ 0 0 0 0 0_ _ _ 0 ___ 0 C_ 188-30al 0 034 r 0.00 - _000 _ 0 0 . 0 0 0 0 0 0 F _ 19A-30bswp-_ 0034 _ - __ 1.71 __ 0.27 -21 _-- _ -21 -35 ---- 6 --- 5 _ _ -- -5- _ -__ 9 -- 1_ 19A-30bswp 0.034 - 1.71 _ 0.27 1544 .1544 2643 416 _ -_1056 1056 1807 285 61 c)AED excursion 1 4281 1 1 1 293 Envelope losstgain 1 20230 12380 1 1 14722 9057 12 a) Infiltration 4494 368 2736 224 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Apphanceslother 7238 4715 Subtotal(lines 6 to 13) 24724 20906 17458 14456 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24724 20906 17458 14456 15 Duct loads 35% 41% 8599 8489 35% 41% 6072 5870 1 Tir otal groom ired(cfm) 1 1 1 313931 293931 1 1 239841 20962631 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. wrrightsoft' 2019-Apr-10 13 43 51 11- Right-Suite®Umversal 2013 13 0,10 RSU10077 Page 5 al Vs\Carullo Residence\Carullo Residence.rup Calc=MJ8 Front Door faces. N NmAko` Right-M Worksheet Job: /4HU2 Date: April 10,2019 HEATING*COOS INN By: GWS Kolb Mechanical Corp. 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email info@kolbmechanical corn Web kolbmechamcal com 1 Room name Bedrooms 2 Exposed wall 49.5 ft 3 Room height 100 ft heat/cool 4 Room dimensions 305 x 165 ft 5 Room area 503.3 ft' Ty Construction U-value Or I HTNI I Area (f t') I Load I Area I Load number (Btuh/ft'-°F (Btuh/ftp or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool - - -- --- - - - - -- - - - - - -- -- -- - - - - -- - - -- - - - - 6 12F-Osw 0.065 n 390 0.76 305 251 979 192 10D-v 0.490 n 2940 755 0 0 0 0 4A1-2oc _ __ _ OA70 _n_ 2820 1386 54 0 1.523 748 _ 1217-0sw 0 065 e 390 0.76 25 25 97 19 1 1 10D-v 0.490 e 000 0.00 0 0 0 0 4A1-2oc_ _ _ 0470 __e_ 000 —_000 _ __ 0 0 0 _ -0 V�J 12F-Osw 0 065 s 390 076 0 0 0 0 l—G 4A1-2oc_ _ 0.470 s 2820 __ 2512 -_--_ 0 _ 0 0- _ -0 12F-Osw 0 065 w 390 076 165 147 573 112 10D-v 0 490 w 000 000 0 0 0 0 4A1-2oc - 0.470 w_ _ _ 28.20_ ---50.56 _ 18 18 _ 508 910 _ 12B-Osw 0.097 - 682 0.98 0 0 0 0 10D-w 0.490 n 29-40 7-55 0 0 0 0 4A7-20c0.470 n 2820 13.86 0 0 0 0 11 D0 0.390 n- 000 0.00 _- _ 0 0 0 0 C 16A-19al — ---- -0.049---- _-294 _- 326 --------0 -- 0 --- 0 C 16A-30ad 0 032 192 _ 213 503 - 503 966 1070 _ C_ ----- 16C-19a1 -----0049 0-00 0.034 0.00 0 0 0 0 - - - - - --- --- - C _ _ 18B-30al -- 0.00 0.00 0-- -_ _ _ -_ - -.. _ - - F 19A 30bswq _ 0 034 _ - _ 1.71 027 _ _ _15 -'15 _26 F 19A-30bswp- 0 034 - 171 027 488 488 835 132 6 c)AED excursion 135 Envelope loss/gain 5508 3323 12 a) Infiltration 1758 144 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Applianceslother 2523 Subtotal(lines 6 to 13) 7266 6449 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7266 6449 15 Duct loads 35% 41% 2527 2619 TotaAr required red(cfm) I I I room load97934091 906,1 4301 I Calculations aaoroved by ACCA to meet all requirements of Manual J 8th Ed A� wright-,ioft' Right-Suite®Universal 2013 13 0.10 RSU10077 2019-Apr-10134 3.51� al'J's\Carullo Residence\Carullo Residencerup Calc=MJ8 Front Doorfaces- N Paggee 6 �r N A.0-Basemen Basement 1 Job#: Kolb Mechanical Corp. Scale: 1 : 132 Performed by GWS for: Page 1 Carullo House 11500 Old Sound Ave. RightSuite®Universal 2013 760 Hill Crest Drive North Mattituck, NY 11952 13.0.10 RSU10077 Orient,NY 11957 Phone:(631)298-5527 2019-Apr-10 13:44.20 ..Residence\Carullo Residence rup kolbmechanical.com info@kolbmechanical.com { N A.1-First Floo Office/Hall i I Bedrooms I ' I I i Job#: Kolb Mechanical Corp. Scale: 1 : 132 Performed by GWS for: Page 2 Carullo House 11500 Old Sound Ave. Right-Suite®Universal 2013 760 Hill Crest Drive North Mattituck, NY 11952 13.0.10 RSU10077 Orient,NY 11957 Phone:(631)298-5527 2019-Apr-1013.44:20 Residence\Carullo Residence.rup kolbmechanical.com info@kolbmechanical.com 5 i 4�> •e / A • re DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES SECTION: 06 17 33-WOOD I-JOISTS REPORT HOLDER: APA—THE ENGINEERED WOOD ASSOCIATION EVALUATION SUBJECT: PERFORMANCE RATED I-JOISTS ICC -ICC ICC p��; LISTED _ law "2014 Recipient of Prestigious Western States Seismic Policy Council a �WSSPC Award in Excellence" IN3ERtiAT10NHA! � � A Subsidiary of caltecoa�tcic ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. K There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this \ report, or as to anyproduct covered by the report 160'iec 1706 rmcuct c2mheehW Souly x100• Copyright° 2018 ICC Evaluation Service, LLC. All rights reserved. ES: IGGEVALUATIONSERVICE Most Widely 'Accepted Trusted ICC-ES Evaluation Report ESR-1405 Reissued December 2017 Revised October 29, 2018 This report is subject to renewal December 2019. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD,PLASTICS AND EWS 1-joists," dated April 2012, for the performance rating COMPOSITES of prefabricated, performance-rated 1-joists (PRI) used Section: 06 17 33—Wood I joists in floors of residential construction The standard is promulgated by APA—The Engineered Wood Association. REPORT HOLDER: The standard complies with the requirements of the codes specifically referenced in Section 1 0 of this report, and APA—THE ENGINEERED WOOD ASSOCIATION with ASTM D5055 and the ICC-ES Acceptance Criteria for Prefabricated Wood I joists (AC14). PRI-400 also complies EVALUATION SUBJECT: with the code sections referenced in Section 2.0 of this report. PERFORMANCE RATED I-JOISTS 3.2 Materials: ADDITIONAL LISTEES: 3.2.1 Flanges:The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a EACOM TIMBER CORPORATION minimum net width and thickness of 11/2 inches (38 mm), except the minimum flange thickness can be 15/16 inches BOISE CASCADE WOOD PRODUCTS, LLC (33.3 mm) for structural composite lumber. The structural composite lumber used as flanges are recognized in an INTERNATIONAL BEAMS ICC-ES evaluation report issued to the manufacturer of the structural composite lumber, or are recognized in the NORDIC STRUCTURES. ICC-ES evaluation report issued to the[-joist manufacturer. The structural'composite lumber has a minimum equivalent ROSEBURG FOREST PRODUCTS specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity STARK TRUSS COMPANY,INC. of 0.42. The top flange is the same size, type, grade and species as the bottom flange. 1.0 EVALUATION SCOPE 3.2.2 Webs: The webs have a minimum thickness of Compliance with the following codes: 3/8 inch (9.5 mm) and are Exposure 1, exterior-grade, ■ 2018, 2015, 2012 and 2009 International Building plywood or oriented strand board panels, and comply with Code"(IBC) DOC PS-1 or DOC PS-2. ■ 2018, 2015, 2012 and 2009 International Residential 3.2.3 Adhesive: The webs are adhered to the flanges Code°(IRC) with exterior-type adhesive complying with ASTM D2559 Properties evaluated: and Section 5.4.3 of ASTM D5055. 4.0 DESIGN AND INSTALLATION ■ Structural ■ Fire resistance 4.1 Design: 2.0 USES Designed Installations of the 1-joists must be based on the allowable design properties in Table 1. Holes In webs of The prefabricated wood 1-joists described in this report are joists must comply with Figure 1 and Table 2. Where used as floor joists, roof rafters and blocking to support required by Table 1 and the notes to Figure 2, web code-required loads.The wood 1-joists comply with Section stiffeners at joist supports must comply with Figure 2. 2303.1 2 of the IBC; and Section R502.1.2 of the 2018 and 2015 IRC, Section R802.1.8 of the 2018 IRC, and Section 4.2 Installation: R502.1.4 of the 2012 and 2009 IRC, for allowable stress 4.2.1 General: 1-joists produced by manufacturers listed design. in this report, or those complying with the requirements of 3.0 DESCRIPTION PRI-400 and recognized in a separate ICC-ES evaluation report issued to the 1-joist manufacturer, must be installed 3.1 General: in accordance with this report. The separate evaluation The prefabricated wood 1-joists described in this report report issued to the 1-joist manufacturer must indicate the comply with the "PRI-400 Performance Standard for APA 1-joists have been evaluated for compliance with this ICC-ES Evaluation Reports are not to be consuved as rept esenting aesthetics or any other attributes not specifically addressed,not are they to be construed as an endorsement ofthe subject ofihe i epos t at a recononendation jot its nse Thele is no svmranty by ICC Evaluation Set vice,LLC,expi ess at unpheel,as Now to any jlnding of oihet marten ui thus i epint,of as to any p oditci coveted by the t epoit w �„� Copyright©2016 ICC Evaluation Service,L.L.C. All rights reserved Page 1 of 12 ESR-1405 I Most Widely Accepted and Trusted Page 2 of 12 report, and that they are to be installed in accordance with 4.2.2.3 Assembly 3: The assembly must consist of a this evaluation report and the separate report single-layer floor of minimum 3/4-inch (19.1 mm) tongue- The I-joist properties in this evaluation report are based and-groove plywood, or minimum 23/32-inch (18 3 mm) on ]-joists installed such that the in-service moisture tongue-and-groove APA wood structural panels (exposure content of the joists does not exceed 16 percent. 1 or exterior-grade), conforming to DOC PS-1 or PS-2, or an ICC-ES evaluation report, with I-joists spaced up to The compression flange of the joists must have 24 inches,(610 mm) on center; and a ceiling of two layers continuous lateral support In single-span, simply- of 1/2-inch-thick (12.7 mm), Type C gypsum board [two supported conditions, the compression flange is the top layers of 5/8-inch-thick (15 9 mm), Type X gypsum board flange of the joist, and lateral support is normally provided must be used for installations using I-joists flanges smaller by the floor sheathing attached to the top flange. Lateral than 11/2 by 13/4 inches (38 by 44.5 mm)] applied to the support for the Hoist bottom flange must be provided at bottom chord. Minimum flange dimensions of the I-joists interior supports of multiple-span joists, and the support are 15/16 inches by 11/2 inches(33 mm by 38 mm). adjacent to the unsupported end of cantilevered joists. The floor sheathing must be installed in accordance with The ends of joists must be restrained to prevent rollover. code requirements or with applicable ICC-ES evaluation This restraint is normally provided by diaphragm sheathing reports,with all butt joints located on framing members attached to the top flange and to an end wall or a shear- transfer panel capable of transferring a force of 50 pounds she first layer of gypsum board must be attached with per foot (730 N/m) Blocking with equivalent strength is 15/8-inch-long (41 3 mm), Type W screws spaced up to permitted to be used 12 inches (305 mm) on center. The second layer of gypsum board must be installed with the joints staggered Concentrated loads in excess of 1,500 pounds (6672 N), from the first layer and must be fastened with 2-inch-long applied to the top flange of the I-joist, require installation of (51 mm) [21/4 inches (57 mm) long for 5/8-inch (15.9 mm) web stiffeners in accordance with Figure 2, except the gap gypsum board], Type W screws spaced up to 12 inches must be at the bottom flange. Blocking or squash blocks (305 mm) on center in the field and up to 8 inches must be installed where concentrated loads occur at I-joist (203 mm) on center at the butt joints. Type G screws, supports. 11/2 inches (38 mm) long [13/4 inches (44.5 mm) long for Spacing for nails installed in sawn lumber flanges of 5/s-inch (15.9 mm) gypsum board], must be spaced up to I-joists must be•sufficient to prevent splitting of the wood. 8 inches (203 mm)on center and up to 6 inches (152 mm) Allowable loads for nails in solid-sawn-lumber flanges each side of the butt joint The second layer must be must be in accordance with the allowable loads specified finished with joint tape and compound. in the applicable code for spruce-pine-fir with a specific Resilient channels are permitted to be used as part of the gravity of 0.42. ceiling attachment system, provided they are spaced up to Spacing for nails installed in SCL flanges of joists must 16 inches (406 mm) on center. The resilient channels are be sufficient to prevent splitting of the wood. Allowable permitted to be spaced up to 24 inches (610 mm) on loads for nails installed in SCL flanges must be in center, if I-joists are spaced up to 16 inches (406 mm) on accordance with those in the applicable code for solid- center. The channels are fastened perpendicular to sawn lumber with a specific gravity of 0.42. Fastener type joists with 1-inch-long (25 4 mm), case-hardened-steel, and fastener penetration into the top flange of the I-joist, 0.15-inch-diameter-shank (0.38 mm), self-drilling, self- for fasteners attaching subfloor sheathing or combination tapping, Phillips-head screws. The ceding must be subfloor/underlayment to the I joist, must comply with the attached to the resilient channels as described above, requirements of the applicable code For engineered except 1-inch (25.4 mm), Type S screws and 15/8-inch design, the designer must specify the proper I-joist (41.3 mm), Type S screws must be used for the first and designation and flange configuration to match the second layers, respectively, spaced at up to 12 inches calculation assumptions. (305 mm)on center. 4.2.2 One-hour Fire-resistive Floor-ceiling Assemblies: When used as a roof-ceiling assembly, the decking is I-joists produced by manufacturers listed in this report, permitted to be any wood deck specified in the code, and or complying with the requirements of PRI-400 and the I-joist spacing is permitted to exceed 24 inches recognized in a separate ICC-ES evaluation report issued (610 mm) on center. However, when the I-joist spacing to the I-joist manufacturer, may be used as wood structural exceeds 24 inches (610 mm), the ceiling attachment framing members in one-hour fire-resistive floor-ceding system, including the resilient channels, must be applied to assemblies when the assemblies are constructed in stripping spaced up to 24 inches (610 mm)on center.The accordance with Sections 4 2 2.1 through 4 2 2.4 of this attachment to the stripping is similar to the previously report described attachment to the joists. The stripping must be either nominal 2-by-4-inch, construction-grade Douglas fir 4.2.2.1 Assembly 1: The assembly must be as described lumber [for spans of up to 5 feet (1524 mm)] attached to in Figure 3. the bottom chord with two 10d box nails, or material and 4.2.2.2 Assembly 2:The I-joists are permitted to be used attachment of equivalent strength. in lieu of the wood joists or trusses in the one-hour floor- 4.2.2.4 Other Fire-resistive Assemblies: The I-joists ceiling assemblies described in ICC-ES evaluation report described in this report may be used in the assemblies ESR-1338, and described in item 21-1.1 of 2018, 2015 and described in 2018, 2015 and 2012 IBC Table 721.1(3)and 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3). 2009 IBC Table 720.1(3), Item Numbers 23-1 1 through Minimum flange dimensions for the joists are 1.5 inches 28 1.1, and Item Number 30-1.1 (2018 and 2015 IBC only), (38 mm) for width and 15/16 inches (33 mm) for thickness provided the I-joists used meet the criteria described in the The thickness of wood structural panels for the floor must table's "Floor or Roof Construction" column. For the not be less than 1/2 inch (12.7 mm), nor less than required purposes of the minimum flange area requirement of 2.3 by the applicable code. square inches (1480 mm2) in Item Number 23-1 1, a ESR-1405 I Most Widely Accepted and Trusted Page 3 of 12 11/2-by-1 1/2-inch (38 mm by 38 mm)flange havin�q a cross- 7.2 The report holder's contact information is the sectional area of 2.25 square inches,(-1450 mm ) may be following* considered sufficient APA—THE ENGINEERED WOOD ASSOCIATION 4.3 Fire Protection of Floors: 7011 SOUTH 19TH STREET The 1-joists described in this report, when installed and TACOMA,WASHINGTON 98466 protected as specified in Figure 4, meet the provisions of (253)565-6600 2018 and 2015 IRC Section R30213 and 2012 IRC www•apawood.org Section R501.3 The 1-joists described in this report, when help(oDapawood.org installed and protected as specified in Figures 5 through 9, are alternatives to the 2-by-10 dimensional lumber 7.3 The additional listees' contact information is the prescribed in 2018 and 2015 IRC Section R302.13 and following 2012 IRC Section R501.3 Exception 4, and have met the EACOM TIMBER CORPORATION requirements for a floor assembly demonstrating 1195 PEOPLES ROAD equivalent floor performance. SAULT STE. MARIE, ONTARIO P6C 3W7 5.0 CONDITIONS OF USE CANADA The Performance Rated 1-joists described in this report BOISE CASCADE WOOD PRODUCTS, LLC comply with, or are a suitable alternative to what is POST OFFICE BOX 2400 specified in,those codes listed in Section 1.0 of this report, WHITE CITY,OREGON 97503-0400 subject to the following conditions: 5.1 The 1-joists must be produced by'a manufacturer INTERNATIONAL BEAMS listed in this report or must be evaluated in a current 240 SOUTH PINEAPPLE AVENUE,SUITE 510 ICC-ES evaluation report issued to the 1-joist SARASOTA, FLORIDA 34236 manufacturer. NORDIC STRUCTURES 5.2 The design and installation must comply with this 1100 DE LA GAUCHETIERE STREET WEST, report and the wood design provisions noted in the SUITE 504 applicable edition of the National Design MONTREAL, QUEBEC H313 2S2 Specification° for Wood Construction (NDS) CANADA referenced in the applicable code. 5.3 Drawings and design calculations demonstrating ROSEBURG FOREST PRODUCTS compliance with this report must be submitted to the POST OFFICE BOX 1088 building official. The drawings and calculations must ROSEBURG, OREGON 97470 be prepared by a registered design professional where required by the statutes of the jurisdiction in STARK TRUSS COMPANY,INC. which the project is to be constructed. 6855 CHESTNUT RIDGE ROAD NW BEACH CITY,OHIO 44608 5.4 No cutting of 1-joist flanges is permitted. 5.5 The I-joists must be produced at the manufacturing plants noted in Table 3, under a quality-control program with inspections by ICC-ES and APA—The Engineered Wood Association (AA-649) 6.0 EVIDENCE SUBMITTED 6.1 PRI-400 Performance Standard for APA–EWS 1-joists,dated April 2012 6.2 Data verifying compliance with the ICC-ES Acceptance Criteria for Prefabricated Wood I-joists (AC14), dated October 2017 (Editorially revised May 2018) 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC-ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018) 6.4 Reports of fire tests conducted in accordance with ASTM E119. 7.0 IDENTIFICATION 7.1 The 1-joists must be identified by a stamp indicating the product designation, the evaluation report number (ESR-1405), the manufacturer's name, and the name and logo of the inspection agency (ICC-ES and APA—The Engineered Wood Association). ESR-1405 I Most Widely Accepted and Trusted Page 4 of 12 TABLE 1-DESIGN PROPERTIES FOR APA EWS PERFORMANCE-RATED I-JOISTS' R,(5)(Ibf JOIST DEPTH JOIST x1108 M,(3) Vr(") End ReactionginVLCIB) K(9) (in) SERIES (Ibf-In2) (Ibf-ft) (Ibf) Intermediate React onl613/4"Bearing Stiffeners? B (Ibf/ft) X1 06 No Yes No PRI-20 '132 2,520 1,120 1,700' 830 830 1,120 2,000 494 PRI-30 159 3,225 1,120 1,905 945 945 " 1,120 2,000 494 91/2' PRI-40 184 2,735 1,120 2,160 1,080 1,080 1,120 1,120 2,000 4.94 PRI-50 186 3,800 1,120 2,040 1,015 1,015 1,120 1,120 2,000 4.94 PRI-60 219 3,780 1,120 2,160 1,080 1,080 1,120 1,120 2,000 494 PRI-20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 6.18 PRI-30 271 4,170 1,420 1,905 945 945 1,420 1,420 2,000 618 PRI-40 313 3,545 1,420 2,500 1,200 1,200 1-,420 1,420 2,000 618 11'/8' PRI-50 316 4,915 1,420 2,040 1,015 1,015 1,420 1,420 2,000 618 PRI-60 371 . 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 PRI-70 416 6,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 618 PRI-80 518 6,940 -1,420 2,760 1,280 1,280 1,420 1,420 2,000 6.18 PRI-90 571 8,770 1,925 3,355 1,400 1,400 1,885 1,925 2,000 618 PRI-40 459 4,270 1,710 2,500 1,200 1,200 1,550 1,710 2,000 728 PRI-50 463 5,860 1,710 2,040 1,015 1,015 1,550 1,710 2,000 728 14" PRI-60 544 5,895 1,710 2,500 1,200 1,200 1,550 1,710 2,000 728 PRI-70 609 7,865 1,710' 2,335 1,160 1,160 1,550 1,710 2,000 7.28 PRI-80 756 8,360 1,710 3,020 1,280 1,280 1,550 1,710 2,000 728 PRI-90 832 10,460 2,125 3,355 1,400 1,400 1,885 2,125 2,000 7.28 PRI-40 625 4,950 1,970 2,500 1,200 1,200 1,550 1,970 2,000 832 PRI-50 630 6,715 1,970 2,040 1,015 1,015 1,550 1,970 2,000 832 16" PRI-60 739 6,835 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI-70 826 9,010 1,970 2,335 1,160 1,160 1,550 1,970 2,000 8.32 PRI-80 1,024 9,690 1,970 3,020 1,280 1,280 1,550 1,970 2,000 832 PRI-90 1,126 11,985 2,330 3,355 1,400 1,400 1,885 2,330 2,000 832 For SI: 1 ft=305 mm,1 Inch=25 4 mm,1 Ibf=4 448 N 'The tabulated values are design values for normal duration of load(10 years). All values,except for EI,VLC,and K,are permitted to be adjusted for other load durations in accordance with the NDS The VLC values must be decreased for permanent loads per the NDS,but are not permitted to be Increased for shorter durations 2Reference design bending stiffness(EI)of the I-joist 3The reference design moment(Mr),Of the I-joist must not be Increased by any repetitive member use factor. °Reference design shear(V,)of the lyoist SThe reference design reactions(Rr),after being adjusted-by the load duration factor,Co,must meet the following requirement Rr(Co) < Fcl(Cb)(bbrg)(Lbrg) Where F,�L= Reference compression design value perpendicular to grain(Ibf/in2).Use the lesser of the Fa for the I-joist flange(refer to manufacturer)or the Fel for the supporting member Cb = Bearing area factor as defined in Section 3 10 4 of the NDS,if applicable. bbrg= Bearing width of the I-joist(In) Typically equal to the flange width minus 0.15 Inch edge easing(refer to manufacturer). Lbrg= Bearing length of the 1-joist(in) 6Intermediate reaction design values are based on a minimum bearing length of 31/2 inches,without web stiffeners 'Interpolation of end reaction design values between tabulated bearing lengths is permitted,with or without bearing stiffeners BVertical load capacity(VLC),for transfer of vertical uniform loads when 1-foists are used as continuously-supported blocking 9Deflection calculations must account for shear deformation,using the tabulated reference shear stiffness coefficient(K) For example, deflections of I-joists under uniform load or center-point load in simple-span applications are calculated as follows Uniform Load 8= 5wf'' +coe' Center-Point Load S= PP' +2Pk 3 84E K' 48ET K' Where 8 = Calculated deflection at center span(inches). Q = Design span(inches) EI'= Bending stiffness,adjusted per NDS Section 7 3(Ibf-int) w = Uniform load(Ibf/in) K' = Shear stiffness coefficient,adjusted per NDS Section 7 3(Ibf) P = Center point load(Ibf) ESR-1405 I Most Widely Accepted and Trusted Page 5 of 12 Rules for cutting holes in the webs of PRI Joists 1. The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2. 2 1-joist top and bottom flanges must NEVER be cut,notched,or otherwise modified 3. Whenever possible,field-cut holes should be centered vertically along the depth of the web 4. The maximum size hole that can be cut into an 1-joist web must equal the clear distance between the flanges of the 1-joist minus 1/4 inch A minimum of inch should always be maintained between the top or bottom of the hole and the adjacent I-joist flange 5. The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location 6. Where more than one hole is necessary,the distance between adjacent hole edges must exceed twice the;diameter of the largest round hole or twice the size of the largest square hole(or twice the length of the longest side of the longest rectangular hole)and each hole must be sized and located in compliance with the requirements of Table 2. 7 Knockouts may be utilized anywhere they occur,and may be ignored for purposes of calculating minimum distances between holes 8 A maximum 11/2-inch-diameter hole can be placed anywhere in the web (including along cantilevered spans)provided that it meets the requirements of 6 above 9 Except for factory knockouts and maximum 1'/2-inch-diameter holes (see note 8 above), the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction(measured horizontally along the 1-joist). 10. All holes must be cut in a workman-like manner in accordance with the restrictions listed above and as illustrated in Figure 1 11 Limit 3 maximum size holes per span. 12 A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them / Minimum distance from face of support to the center of hole.See Table 2. See Rule 12 14, ;� 15` ', .^ a t �,' 'ya., .<, g'.,`'.,,t s :akin'.'" :?;;'s, s ...lzrt''= .,i,•Y� `, ;>-s` 'o . ame zk 2x diameter _ of larger hole Knockouts are prescored holes often provided by I-joist manufacturers for the contractor's convenience to install electrical or small plumbing lines.They are typically 1-3/8 to 1-3/4 inches in diameter,and-are spaced 12 to 24 inches on center along the length of the 1-joist.Where possible,it is preferable to use knockouts instead of field-cutting holes. FIGURE 1—TYPICAL HOLES `ESR-1405 I Most Widely Accepted and Trusted Page 6 of 12 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST WEBS,SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSF''z,3,45 MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE(ft-in.) JOIST JOIST Round Hale Diameter(in.) DEPTH SERIES SAF' (in) 2 3 4 5 6 61/4 7 8 8% 9 10 103/4 11 12 123/4 PRI-20 13'-1" 0'-7" U-11" 2'-2" T-6" 5'4" 5'-5" PRI-30 13'4" 0'-9" 2'-0" T-3" 4'-7" 6-1" 6'-6- 9'/2" PRI-40 14'-4" 0'-7" 1'-8" T-0" 4'-4" 5'-9" 6'-3- PRI-50 14'-5" 1'-1" 2'4" T-8" 5'-0" 6'-6" 6'-11" PRI-60 15'-0" 1'-7" 2'-10" 4'-2" 5'-7" 7'-1" T-6" PRI-20 13'-5" 0'-7" 0'-8" 0'4- 0'-9" 1'-11" 2'4" T-7" 5'-8" T-0" PRI-30 15'-0" 0'-7" 0'-8" 0'-8" 1'-9" 3'4" T-9" 5'-0" 6'-10" 8'-0" PRI-40 16'-7" 0'-7" 0'-8" 1'-2" 2'-5" 3'-9" 4'-1" 5'-1" 6'-8" T-11" PRI-50 16'-1" 0'-7" U-8" V-11" 2'-5" 4'-1" 4'-6" 5'-9" 7'-7" 8'-10" PRI-60 17'-10" 0'-7" 1'-9" T-0" 4'-4" 5'-9" 6-1" 7'-2" 8'-9" 9'-10" PRI-70 18'-5" 0'-7" 1'-2" 2'-5" 3'-9" 5'4- 5'-7" 6'-11" V-10" 10'-1" PRI-80 19'-7" 1'-8" T-0" 4'4- 5'-7" 7'-1" 7'-5" 8'-7" 10'-2" 11'-4" PRI-90 20'-2" 0'-7" 0'-8" 1'-1" 2'-9" 4'-6" 5'-0" 6'-5" 8'-5" 9'-9" PRI-40 18'-3" 0'-7" 0'-8" 0'-8" 0'-9" V-10" 2'-2" 3'-2" 4'-7" 5'-5" 6'-0" T-7" 9'-4- PRI-50 16'-1" 0'-7" 0'-8" 0'-8" 0'-9" U-9" 1'-0" 2'-5" 4'-4" 5'-7" 6-5" 8'-7" 10'-5" PRI-60 19'-9" 0'-7" 0'-8" 0'-8" 1'-7" 2'-10" T-3" 4'-6" 6'4" T-4" 8'-1" 10'4" 11'-8" 14" PRI-70 18'-6" 0'-7" 0'-8" 0'-8" 0'-11" 2-6" 2'-11" 4'-2" 5'-11" T-0" 7'-10" 10'-1" 12'-0" PRI-80 22'-2" 0'-7" 1'-9" V-0" 4'-4" 5'-8" 6-1" T-1" 8'-7" 9'-7" 10'-3" 11'-11" 13,-5- PRI-90 22'-10" U-7" 0'-8" 0'-8" 2,-1" V-8" 4'-1" 5'4" T-1" 8'-3" 9'4" 11'-0" 12'-7" PRI-40 19,-8" 0'-7" 0'-8" 0'-8" 0'-9" 0'4' U-10" 1'-5" 2'-9" T-T' 4'-1" 5'-6" 6'-7" T-0" 8'-9" 10'-9" PRI-50 16'-1" U-7" 0'-8" V-8" 0'4" 0'4- U-10" 0'-10" 0'-10" 1'-9" 2'-6" 4'-6" 6'-0" V-7" V-3" 11'-7" PRI-60 19'-9" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" U-10" 1'-10" T-6" 4'-6" 5'-2" U-11" 8'-6" 9'-1" 11'-5" 13'4" 16" PRI-70 18'-6" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" V-0" 2'-11" 4'-1" 4'-10" 6-11" 8'-7" 9'-1" 11'-6" 13'-5" PRI-80 23'-11" 0'-7" 0'-8" 0'-8" 1'-7" 2'-11" 3'-3" 4'-6" 6'-2" 7'-3" 7'-11" 9'-9" 11'-3" 11'-9" 13'-11" 15'-7" PRI-90 25'-3" 0'-7" 0'-8" 0'-8" U-10" 2'-3" 2'-8" T-10" 5'-5" 6-5" 7'-1" 8'-10" 10'-2" 10'-B" 12'-11" 14'-10" For SI: 1 ft=305 mm;1 Inch=25.4 mm. 'Tabulated values apply where I-joists are spaced 24 Inches on center or less. 2Hole location distance Is measured from Inside face of supports to center of hole. 3Distances in this chart are based on uniformly loaded joists. 4Tabulated values are based on the allowable spans given in PRI-400,which assume the I-joists act compositely with glued and nailed floor sheathing(See APA PRI-400).For multiple-span applications,the lengths of end spans must be at least 40%of the adjacent span length. SJoists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size,joist spacing,span and loading conditions.The 1-joist shear capacity at the location of a circular web hole,Vrh,Is calculated using the following equation:Vfi=Published Shear Value x[(Joist Depth–Hole Diameter)/Joist Depth]. 6SAF=Span Adjustment Factor,used as defined below. OPTIONAL: Table 2 Is based on the I-joists being used at their maximum span If the I-joists are placed at less than their full allowable span,the minimum distance from the centerline of the hole to the face of any support(D)as given above may be reduced as follows D –Laaoai x D ada�d– SAF Where Drrdu d = Distance from the inside face of any support to center of hole,reduced for less-than-maximum span applications (ft).The reduced distance must not be less than 6-Inches from the face of support to edge of the hole. Lactua, = The actual measured span distance between the Inside faces of supports(ft). SAF = Span Adjustment Factor given In Table 2. D = The minimum distance from the Inside face of any support to center of hole from Table 2 above If SAF Is greater than 1,use 1 In the above calculation for SAF ESR-1405 I Most Widely Accepted and Trusted Page 7 of 12 Requirements for web stiffeners 1. Wood Structural Panel web stiffeners must be placed on each side of the I foist web at, a) Hangers with side nailing b) Hangers with a side,which do not support top flanges of I-foist. c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the I-joist between supports,or in the case of cantilever,anywhere between the cantilever tip and the support d) At exterior supports in engineered applications where concentrated loads cause exterior reaction loads to exceed 1,550 pounds. 2. Web stiffeners must be made of Utility grade SPF(south)or better for lumber and/or Sheathing grade or better for wood structural panels CONCENTRATED LOAD END BEARING Flange width Flange width (Load stiffener) (Bearing stiffener) 1-3/4" greater than Tight Joint Gap or less) t 1-3/4°t No Gap =l/8"-1J4" HH-1/8"-1/4" i 2'f Gap #2° Gap O O :H Clinch (4)Bd nails, + + OR 1 Od required 4 for t-joists with O clinched nails 3-1/2mfionge O width + ±22: 2� i�'No Gap No Gap GOF Tight Jotnt See below for web No Gap stiffener size requirements FIGURE 2—PRI I-JOIST WEB STIFFENER CONSTRUCTION DETAILS Web stiffener size required I-JOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11/2" 15/32'x 25/16'minimum width 13/4" 19/32"x 25/16'minimum width 25/,6" 1"x 25/16'minimum width 21/2" 1"x 25/,6'minimum width 31/2" 11/2"x 25/16"minimum width For SI:1 inch=25 4 mm TABLE 3—MANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road,Sault Ste.Marie,Ontario P6C 3W7,Canada Boise Cascade Wood Products, LLC 1000 North Park Drive,Roxboro,North Carolina 27573 70 Rue Industrielle,St.Jacques,New Brunswick E7B 1T1,Canada International Beams 480,Rue Jocelyn-Bastille,CP 10,Pohenegamook,Quebec GOL 1JO,Canada 10 Rouse Street,Tillsonburg, Ontario N4G 5W8,Canada Nordic Structures 521,Chemin Merrill,C P 216,Chibougamau,Quebec G8P 2K7,Canada Roseburg Forest Products 4500 Riddle By-Pass Road,Riddle,Oregon 97469 Stark Truss Company,Inc 6855 Chestnut Ridge Road NW,Beach City,OH 44608 ESR-1405 Most Widely Accepted and Trusted Page 8 of 12 1---0 2 � 't"." "�t»+. •A854. .� Fd+`fi3:^rr�'�` ';ia'.< �, x �i..," :` 'i<. ��y^.x 3'-• (�•'., }. #6.�n '�:�..e.Q:✓:,`,'��41x 98�^^.tY,p .e de's', ft•Yl AT;e.t.�::�• .6��":.y i.�: 4- 5 b FIGURE 3—ONE-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY(Ceiling—one layer of%-inch or %-Inch gypsum wallboard,attached to furring channels spaced 24 inches on center) 1. Single Floor-APA Rated Sturd-I-Floor wood structural panels(Exposure 1 or Exterior)with tongue-and-groove edges and conforming to APA Standard PRP-108, PS 1 or PS2, with thickness, span rating and fastening in accordance with code requirements or ICC-ES evaluation reports (minimum 23/32-inch nominal thickness) Installed with long dimension of panel (strength axis)or face grain of plywood perpendicular to joists with end joints staggered. The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498 (APA Specification AFG-01). The construction adhesive must be applied to the top flanges of I-foists and perimeter framing using a nominal'/4-inch diameter bead of adhesive,with double beads applied where panel end points butt A nominal Y4-inch diameter bead of adhesive also is applied in the groove of tongue-arid-groove edges of panels before joining panels together. 2. Finish Flooring -Approved lightweight concrete floor topping (11/2 inches) or proprietary gypsum concrete floor topping 0tional over single floor, installed in accordance with an ICC-ES Evaluation Report. Minimum thickness of gypsum concrete topping is /4 inch with lyoists spaced maximum 19.2 inches on center,or 1 inch with 1-joists spaced 24 inches on center 3. Wood Structural Members-Minimum 91/2-inch deep wood ]-joists spaced maximum of 24 inches on center, installed in accordance with requirements of this report.Top and bottom flanges,minimum size 11/2-inch x 21/2-inch LVL or 11/2-inch x 21/2-inch lumber,minimum web thickness 3/8 inch.Minimum 2 inches bearing on supports.Holes may be cut in web of]-joist as permitted by this report. 4. Insulation-1-inch-thick unfaced mineral wool batt insulation(minimum 6 pounds per cubic foot density)must be placed under the bottom flange of I-joists and supported on furring channels Edges of the insulation batts must be tightly buffed against the furring channel support clips and adjoining insulation batts,and ends must be located over furring channels. 5 Furring Channels-Inverted hat-type channels,'/8-inch deep x 25/8-inches wide,formed of minimum 0.021-inch thick(25 gage)galvanized steel Channels must be installed perpendicular to I-joists in continuous rows spaced 24 inches on center. Channels must be attached to the bottom flange of each]-joist with one support clip(Simpson Strong-Tie Co.Type CSC)at each crossing.Support clips must be nailed to]-joist flange with one 11 gage(0.1205-inch diameter)x 1'/2-inch nail.At locations of end joints of gypsum wallboard,install double row of channels,centered 11/2 inches from panel ends.Ends of channel must extend a minimum of 6 inches beyond the'edge joint of adjoining panels. Channel splices must be centered under the I-joists and overlapped a minimum of 6 inches,and tied together with double strand of No IS SWG galvanized steel wire near each end of overlap: 6 Wallboard,Gypsum-Approved'/2-inch or 5/3-inch proprietary Type X gypsum wallboard,48 inches wide,installed perpendicular to furring channels (parallel to I-joists)with end joints continuous or staggered. Fasten to furring channels with 1-inch or 1'/a-inch Type S drywall screws spaced 12 inches on center. Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard,and must be located 11/2 inches from panel ends and a maximum of 6 inches from panel edges The wallboard must be: • National Gypsum Fire-Shield Type C gypsum wallboard, • U S.Gypsum Fire Code C gypsum wallboard. 7 Finishing System (not shown)- Exposed face layer joints must be covered with tape and joint compound, and screw heads must be covered with joint compound. ESR-1405 Most Widely Accepted and Trusted Page 9 of 12 1/2-inch Gypsum Board Attached to Bottom of Flange(a'b,d) '�--- Floor sheathing -- \ I-joist — 1/2"gypsum board or 5/8"wood - structural panel Crawl Space Exception(b) In accordance with Exception 2 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501 3,floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require membrane protection. -- Floor sheathing `" j ,f..,.,. I-joist 1/ i Automatic Sprinkler Exception(`) In accordance with Exception 1 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501 3,floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection o ron »,. �.:6;_s;.';E -,., � sq.Q•- Floor sheathing -joist ,a'• -:�i€� x.?� ; Automatic sprinklersystem --- (A) Floor sheathing.Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I-foist:Installation in accordance with Section 4.0 of this report. Max 24 inches on center spacing. Applicable to all flange sizes. Minimum web thickness of 3/e inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1/2-inch gypsum board-Materials and installation in accordance with 2018,2015 and 2012 IRC Section R702.3.1 or equivalent 1x3 (nominal)wood furring strips are permitted to be installed perpendicular to the bottom flange of the I-foists at 16 inches on center provided that the gypsum boards are directly attached to the furring strips using 1-1/4-inch(32-mm)Type W drywall screws at 12 inches 305 mm)on center Gypsum board not required to be finished with tape and joint compound,or /8-inch wood structural panel.Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503.2 or equivalent. Wood structural panel not required to be finished with wood filler or sanded. (D) Automatic sprinkler system System in accordance with Section P2904 of the 2018,2015 and 2012 IRC,NFPA 13D,or other equivalent sprinkler systems. Notes (a) In accordance with Exception 3 of the 2018 and 2015 IRC Section R302 13 and the 2012 IRC Section R501.3,portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet. 2) Fire blocking in accordance with 2018,2015 and 2012 IRC Section R302 11 1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. (b) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements (c) In accordance with 2018,2015 and 2012 IRC Section P2904,partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system. Check with the local budding official for specific jurisdictional requirements (d) Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 4-2018,2015 AND 2012 IRC FLOOR ASSEMBLY DETAILS For SI: 1 inch=25 4 mm ESR-1405 Most Widely Accepted and Trusted Page 10 of 12 1/2-inch Gypsum Board Attached to Web(') Floor sheathing 4 I-joist � 1/2"gypsum board a Fastener Installation Requirements at Web Holes (-joist web.------ 0 R -_--0R '— __- 1/2"gypsum board - - 1-joist web m (A) Floor sheathing Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I-foist.Installation in accordance with Section 4 of this report Maximum 24 inches on center spacing. Minimum flange size of 1-1/2 inches thick x 2 inches wide. Minimum web thickness of 3/e inch. Adhesives used shall be as described in the quality manual approved by APA At hole location,fasteners shall be installed 1 inch from the edge of the gypsum board. (C) 1/2-inch gypsum board.Materials(entire length of I-foist)in accordance with 2018,2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners-Minimum 1-inch screws(Type W or Type S)or nails installed 1 inch from edges and 16 inches on center,top and bottom Fasteners may be staggered from top to bottom. Note. (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted FIGURE 5—FIRE PROTECTION:'/,-INCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB '/2-inch Gypsum Board Attached to Sides of Flange(.) - Floor sheathing !� ti i --- 1/2'gypsum board ------------------ Fastener ✓ Installation Requirements at Web Holes I•joistweb -.� ..- OR --1/2"gypsum board �- -joist web ., --------- (A) Floor sheathing.Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I-joist Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing Minimum flange size of 1-'/8 inches thick x 1-3/4 inches wide. Minimum web thickness of 3/8 inch Adhesives used shall be as described in the quality manual approved by APA At hole location,fasteners shall be installed'%inch from the edge and 1 inch from the end of the gypsum board Maximum fastener spacing shall be no more than 8 inches on gypsum board above and below the hole. (C) '/2-inch gypsum board:Materials(entire length of]-joist)in accordance with 2018,2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound) Fasteners:Minimum 1-inch screws(Type W or Type S)or nails installed 1/2 inch from edges and 1 inch from ends,and 16 inches on center,top and bottom Fasteners may be staggered from top to bottom Note (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted r FIGURE 6—FIRE PROTECTION:%-INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE For SI 1 inch=25.4 mm | Most Widely Accepted and Trusted Page 11 of 1 Mineral Wool Insulation(.) -- Floor ae"thi»o�� Mineral wool insulation IS (A) Floor sheathing Materials andi m000uonmummrdanoo*imuo1u.uo1oanuuo12|nooecmunnnoa (a) |-juxm Installation maccordance with Section 4uofthis report Maximum z*inches onoomo,spacing. Minimum flange size m1-1/8 inches thick xxinches wide Minimum web thickness u,^/8inch Adhesives used shall uaoodescribed mthe quality manual approved by APA (o) Mineral wool batt insulation: Minimum 2.5 Ib/ft3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4inches from ends orballs Use minimum ox1o`6rmch'.1a`6'.and ua'mox+v/uemsu|otonbatt when|-ju/stspacing m1sinches, 1o.zinches and o4inches vncenter,reopomwa|y Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings o,penetrations shall uopermitted FIGURE 7—p/msPROTECTION:MINERAL WOOL INSULATION `6'invhGypsum ana,uw 19.2 inches maximum--i Floor sheathing Gypsum board I ngth 1/2.gypsum board -- ---- --' - ---- - - -- '— '' - Joist spacing(in.) Required length for gypsum boards lu 11-1/8:L l/o 16 15'1/8 l/n l�u �u�/4l/u w*°. Gyp,"mboard lengths shown vbova provide mleast 1/4"bearing""the top of the bottom Ian o"."each/-joist o,.n,mnoa. (A) Floor sheathing.Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503 (o) Hnim:Installation maccordance with Section 4ocvthis�po�. Maximum 1oumcheannconm,nvom �� nu� winimumnonooa/zon,� mohosmmkxcmoxoo,oua. Mm/mumweb m/cxn0000,7oinch Adhesives used shall uoandescribed inthe quality manual approved by APA. (n) 1-layer of1/2-inch-thick gypsum board complying to ASTM C1 396 provisions for gypsum wallboards,installed on the top of the bottom nonoo Mechanical fastener or adhesive attachment to the top of the bottom flange is not required Amoximumgap ov5/minch between the edge mthe gypsum and the|-jo/mweb shall uepermitted. Note: Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings o,penetrations shall uepermitted FIGURE B—FIRE PROTECTION:1/,INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE For Sl- 1 mo»~za^mm ` | Most Widely Accepted and Trusted Page 12 of 12 5/a-inc»Gypsum aoardi') 24 inches maxiimvm �� ="|� - _ �°� ���� \` ------ --|'ivax0 -- Gypsum board length --- (see below) L717-721, SZE �~ ---- '«/movnsum boa,6��-- Joist (in.) Requiredlength for gypsum boards 1'2 ll'�/u� l/� - ---- - - - - -- - - --' -'' --- - --- -- -- - - 16 )/o ----' - -- '------ - -- - - --- - - - 192 18'1/4Vu ---------- ------- '-'------------ 24 rn'l/a� lm . __. ' Gypsum board lengths shown above provide at least 1/4'bearing on the top of the bottom flange in each/-joisl as installed. VV Floor accordance with 2018,2015 and 2012 IRC Section n5oo (B) Hoi^tInstallation inaccordance with Section 4.omthis report. Maximum u*inches oncenter spacing. Minimum flange size ov1''/8 inches thick xuinches wide Minimum web thickness m^/8inch. Adhesives used shall uouodescribed inthe quality manual approved by APA (C) I-layer of 5/8-inch-thick gypsum board complying to ASTM C1 396 provisions for gypsum wallboards,installed on the top ofthe bottom xonuo. Mechanical fastener uradhesive attachment tothe top o,the bottom flange mnot required *maximum gap of7,,inch between the edge of,the gypsum and the I-joist web shall be permiited. wmo: (a)Penetrations n,openings for ducts,vents,electrical outlets,fighting,devices,luminaires,wires,speakers,drainage,piping and similar oponm000,ponuu�Uunouxaxuopennmou FIGURE o-'rnsPROTECTION:5/,-ImoxGYPSUM BOARD INSTALLED omTOP opTHE ooTToMFLANGE ` � ) For Sl-1inch~zs4mm FOUNDATION ------------------------------------- 13 (1311,M A, it�icawle-ol FOUNDATION (2ND) FEE Emig 0111 Woffil F��i � i• , �: ' , mil � - � , - ROUGH FRAMING lip PLUMBING R 0 Mr I 7W A�l STATE ENERGY CODE mak.. ' ,. , . � r - _ ADDITIONAL ..'rWx all � �:� r!F,711:1111111111� I / A Kiwi MIN �_ L'! IiWA' �� .� '17.x!, o ' ► .%� 5M� 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 Flood Permit Examined ,200 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: /���� Approved ,20_L1 JJ Mail to:��'�/y'� 'Jap, Disapproved a/c Phone: Expiration ,20 Ift [EC[EGV[E DD ui in Spector OCT 1 3 2017 APPLICATION FOR-BUILDING PERMIT BUILDING DEPT. Date—/O/////7 , 20 TOWN OF SOUTHOLD 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 writing,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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect engineer, general contractor, electrician, plumber or builder Name of owner of premises FEV/Vo C/*U (-Gv (As on the tax roll or latest deed) If applicant is a corporatiori;•"signature of duly authorized officer (Name,arid title;of corporate-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: _ _ House Number Street I Hamlet County Tax Map No. 1000 Section Block Lot �• 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 ��^^ b. Intended use and occupancy r 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4, Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business commercial or mixed Jocc�ancy, specify nature and extent of each type of use. 7. Dimensions of existtng structures, if any: Front Rear Depth Height Number of Stories `Ream Dimensions of same structure with alterations or additions: Front .'.' { Depth Height Numbeirlbf Stories' 8. Dimensions of entire new construction: Front Rear �'--p Depth , s - Height _ Number 9f Stories 9. Size of lot: Front /ai Depth 10. Date of Purchase Name of Former wner 11. Zone or use district in which premises are situated i?*-e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES,-KNO 14. Names of Owner of premises V L4—J) AddressPhone No.\ J Name of Architect 9c Address Phone No Name of Contractor Address Phone No. 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 B. REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ( being duly sworn, deposes and says that((s))he is the applicant (Name of individual signing contract bove named, CONiVi5 D.BUNCH Notary Public,State of New York No.01 BU6185050 (S)He is the QuaNfied in Suffolk County o, (Contr ,tor,Agent, C ' porate fficer, etc.) Commission Expires April 14,2____ 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 t before met 646day of 200 Notary Public ignature of Applicant Scott A. Russell ,��®S114- ST01K1\\M1WA\\,T1E1K SUPERVISOR _ MA NAcG IEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OT 17 7017 ( TO BE COMPLETED BY THE APPLICANT ) DOES 'TIUS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ 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. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ "E. Site preparation within the one-hundred-year f loodplain as depicted , on FIRM Map of any watercourse. ❑ 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 project. 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 with your Building Permit Application. APPLICANT (Property Owner,D rofessional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District ��JJ NAME C �Z Pn Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. ��tr ,Td,ph 1 Nu Reviewed By: — — — — — — — — — — — — — — — — i { r ^ - - - - - - - - Date- - - - - / Property Address/ Location of Construction Work: — — — 6 ® L L �� C A )r ❑ oved for processing Building Permit. ,r toi wna ater Magement Control Plan Not Required. mi Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 tai APPLICANT. S.C.r.M. : 1000 CHAPTER 236 l,A (Property Owner,Design Professionaent,Contractor,Other) ms•µ ' ' '' ' — Oso k Stormwater Management Control Plan CHECK LIST NAMEA(A 4,2. Block Loc z S M C P -Plan Requii ements: Provide ONE copy of the Building Permit Application. Pim m O Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing 73 7�© Ir all Information that has been Required by the following Checklist! Signature TNe rcNumbm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YES Paper. Y NO NA If you need additional room for explanations, Please Provide additional Pa show all of the following Items: P p a. Location & Description of Property Boundaries 0� b. Total Site Acreage. O0 c. Existing-Natural & Man Made Features within 500 L.F. .EROSION &SEDIMENT of the Site Boundary as required by§236-17(C)(2). Shall include but not be limited tg- d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water A well maintained Cap-stiruretien ce e. Limits of Clearing & Area of Proposed Land Disturbance. �0 ' f. Existing& Proposed Contours of the Site (Minimum Z Intevals) �� ' Seeding of expesed r g. Location of all existing & proposed structures, roads, soils. 11 driveways,sidewalks, drainage improvements& utilities. 0� h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. URAINAGE MSPECffleNS ARE REWIRED j. Location of proposed Soil Stockpile Area(s). 0 on ac k. Location of proposed Construction Entrance/Staging Area(s). 0� Backfill, rOVI e Engineer I. Location of proposed concrete washout area(s). 0= that the drainage h5s been installed M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impeivibus surfaces generated by a two(21 inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Lj Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. u UO — 2� b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0� d. Leaching Structures (e. .infiltration basins,swales,etc.) B ****FOR ENGINE IN DEPARTMENT,USE ONLY' Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: I — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 17_h7 SMCP has been approved by the Engineering Department. FORM * SWCP Check List-,TOS MAY 2014 Town Hail Annex Telephone(631-1802 54375 Main Road o _> Fax(631)734-9502 P.O-Box 1179 CO Southold, NY 11971-0959 -� BUILDING DEPARTIVIEVT NOTICE OF UTILIZATION•OF TRUSS TYPE C—Q14STRUCT110N, PRE-ENGINEERED WQOD CONSTRUCTION ANWORTT[MBER CONATRUCTION Date: d Owner. flJ 6 G�o` r Location of Property: '' d ��`�`�'" ►_ ` • _ Plea e t e notice that the (cheek bPPtf!,* Ine): New residential Atucture , Kf:l•• . F Addition to existing"regidential structure ti. Rehabilitation to ap3 0xisprig:residen#ia] strl`dUre y to be constructed or perfon-ned at the!ttfa ' t't�'�j t jrr a re4be above will utilize r (check applicable line): :r Truss type construbtl l •( Pre-engineered or1 ?j ` Timber construcion (TC)' in the following location(s)(check applicable line): Floor franing, inaludi6gi9ffd60S:.andF-WaR§ Roof-frariringf(R)-..--; Floor and roof.fr iniing-(FR); , Signature: Name (person abarnitt1 , #his fors��j Capacity(check applicable tine): OwnerIV Owner representative TnassResReg15.docx Effective 1/1/2015 guEFQ1 (� � �L ILDING DEPARTMENT - Electrical Inspector �O TOWN OF SOUTHOL•D SAY - 6 2019Town Hall Annex - 54375 Main Road - PO Box 1179 o� • Southold, New York 11971-0959 'JTelephone (631) 765-1802 - FAX (631) 765-9502 ®y�g0 roger.richert(c town.southold.ny.us '1O APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:' -- - - -- - - Date: Company Name: (,F CGr C Name: 6 IJ,A t,{,o License No.: 5-79 - email: S 0,Aa c-- C�2 Address: , p 0 v� �S S© U 111 o 4--2 Phone No.: Slo / JOB SITE INFORMATION: (All Information Required) Name: tJ 0 CA (WL," Address: (9 /0 lu 45 A) -r QS 7 Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) '4�-JZ`7_ 7U/S Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Fina ' Do you need a Temp Certificate?: YESI NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # MI ters Old Meter# New Service -Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Fonn.xls ` TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR 6 Town Hall Annex Receipt No. Southold, New York 11971 Date Re eived of �c Sn :I:h,c 0- A I AM(i A A 100Dollars For Fee for Fee for Fee for Fee for Fee for Certificate Electrical ❑ Sign ❑ Flood Development Pmt. ❑ Building Permit- ❑ of Occupancy Inspection ❑ Cash Check �0 �� II�C� C �_ )W,441, t0jrao Building Departm n I S��ry - ,moo - , opo Town Hall Annex 54375 Main Road , 3 hJ Telephone(631)7965-11802 P.O.Box 1179 G Q roomer richertr town sou#�holci nv us i Southold,NY 11971-0959 �! - �� y�7Ulfft`l,� I� BUIIDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 02 r,2 7 Company Name: �' � � � Date: / 7 - Name: G Li 4,a fz t License No.: 67S Address: o /3 0-w- ��� f'o �r2,o c� /U Y Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �� ri, *Address: --- *Cross Street: *Phone No.: � Y Z YI / Permit No.: � Tax-Map District: 1000 Section: Block: --- Lot: •,; I • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i ��fcf� 4Please Circle All That Apply) Is job read f i i ! y or mspectlon: YES NO Rough in Final *Do•you need a Temp Certificate: YES NO I Temp Information(If needed) I . *Service Size: 1 Phase 3Phase 100 i 150 204 340 350 404 Other I *New Service: Re-connect Undergrolln Nprmber of Meters/Change of Service Overhead I Additional Information: PAYMENT DUE WITH APPLICATION I- 1 82-Request for r 'on Form l E-0 ST e I l,�j LJ Vo i SURVEY OF PROPERTY AT ORIENT ` TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-13-02-8. pWELI— IWELL 150+1 ,2,2 SCALE.• 1'=30' VACANT QcP'i MAY 18, 2017 JULY 24, 2017 (REWSED ADJACENT SEP77C LOCATION) \ NOVEMBER 22, 2017 (FND. STAKED) ` • CONCRETE CURB JANUARY 8, 2018 (FOUNDA 77ON LOCA TION) MAY 31, 2019 (FINAL) NOR EL.95.0 SST ' )RIVE ASPHALT , CR HILL � 150-0� \ CABLE BOX EL 92.0 1f k TELCOM BOX N83'35'30 E BB CURB REBAR BOX NL EL-91-6 s TRANSFORMER--,)3 � PIPE 1 3 2019 ELEC. cp. \\ METERROG��P� ®HOLE A 0-1-7.06 06 17 11 0 t TOWN OF U1• *CB 0 O �� LOOSE STONE DRIVEWAY LOOSE STONE DRIVEWAY cp. Fy 4 10 CB Z '� 2 O• VACANT .75 PROPANE T WELL CB 0• TANK O LOT l'� O„ 5� 2 OJ N89'31'00"E 70.00' O CIB CFo REBAR EL. 61• �� EL.83.8 (p�`• _ (1 Lo-r p�9 4, NHOT AC �. �1?- / TUB Oi�o ( Cr E1.MF ACO Q BOO R ,NCE X .COR.Q. 4� 3. STONE �� p05� wXX�- o.5'E STEPS XIX i /,yam oA �cFo R/0 STONE c PATIO s, y, c�giyG METAL GATE 9 00. 70 STAKE > 0.5'W \ � CLF \� 0,5N• 0 ry �0 0.1'W EL 68.COR. 0.2'N v� \� aF ��� Arg•� �,� 5 Q G • CPGE° ROCK R DEER FE• T\` KEY �� r' is 3 '"'°E a, ® = nll REBAR �/ � - O WELL S� �/ DEER FE N l0 8 ® = STAKE 0. w R\VE — TEST HOLE TEST HOLE DATA 0.5 S 540\`\p% , \NOEC \ , v\� RPe� v \ ® = PIPE McDONALD GEOSCIENCE600 04/17/17 - EL.91.6' ' ® - MONUMENT DARK BROWN LOAM OL = WEIZAND FLAG ---- 0.1' / \ = UTILITY POLE BROWN SILTY SAND SM LOT NUMBERS REFER TO 'HILL CREST ESTATES, SECTION ONE FILED IN THE SUFFOKK COUNTY CLERK'S OMCE ON AUGUST ---- 43' JATy 15, 1983 AS FILE NO. 7218. BROWN CLAYEY SAND SP SC ELEVATIONS ARE REFERENCED TO NAM 88 DATUM _- - 48' ` NW IGS=� BROWN CLAY ANY ALTERATION OR ADDITION TO INNS SURVEY IS A VIOLATION OF ------ 78' PECONl0lvSURVEY0S, P.C. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT (631) 765-5020 FAX (631) 765-1797 AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON BROWN FINE SAND SP TOTAL AREA = 40,084 SQ. FT. ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP 84' P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE N07Z.• NO WATER ENCOUNTERED OT 0.920 ACRES 1230 TRAVELER STREET 17 03 SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y• 11971 I SURVEY OF PROPERTY A T ORIF � NT 1 TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. \ pWELLIN , �WEL� 150+� 1000-13-02-8.22 \ SCALE. 10=30' VACANT `,P% 1 MAY 18, 2017 —a JULY 24, 2017 (REVISED ADJACENT SEPTIC LOCA TION) NOVEMBER 22, 2017 (FND. STAKED) 0 8M201�i CONCRETE CURB JANUARY 8, 2018 (FOUNDATION LOCA TION) TH 1 1 NOD EG95.0 +n", DRIVE PHALT , �EG920 RESTAS TELECOM-.,P% D :, a 'J 1 C BOX CONCRETE CURB 0HILL 150.0 EL-94.8 L1 Tt�EB N83'35,30"E JAN 8 2018 TRANSFORMER N AG EL-91.6 PIPE �• T `j ..t .. ,?. r.... '.• 0.8'5. CPTd d`�1`�OF SOUITl®LD Ln TEST - Z I) HOLE O C. 1°I7•OC� EG91.6 O+ Lp• O p cp .4 nj� VP�� St n (� r'�1 SOT O21 ' (bo 0.CMF 0• 0. N 89'31'00"E 70.00'� ,:, RESET EL.3.38 EL TC.O CORNER ? �L /� O. 2�'� E• WITH 1`�1y1 REBAR tzi �V O• v 1r,►�k v,• \+\ Lo-r p to to O) \+ N F STAKE EL-68.0 0.5 � ° 2� o 37• `�F`�, �� ER fE• `'a ,� IKO.f E• N. / �C E468.5 L LL NIpIF pR�VE LLG / � � uNpV SEW TEST HOLE DATA �� \� e ® =STAKE McDON�117117CIENCE /i �w�/ \ ��AQE \` e -MONUMENT ®r4p,5 EL.91.6' DARK BROWN LOAM OL LOT NUMBERS REFER TO HILL CREST ESTATES, SECTION ONE" FILED IN THE / !vQ c- °' BROWN SILTY SAND SM SUFFOKK COUNTY CLERK'S OFFICE ON AUGUST 15, 1983 AS FILE NO. 7218. ---- 43' # s t ELEVATIONS ARE REFERENCED TO NA VD 88 DATUM BROWN CLAYEY SAND SP SC 48' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ---- �• r VIOLATION OF SECTION 72090F THE NEW YORK STATE BROWN CLAY •'� 5:, '�49618 EDUCATION LAW. EXCEPT AS PER SECTION ---- 78• PECONIC SURVEYORS, P.C. 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE BROWN FINE SAND SP (631) 765-5020 FAX (631) 765-1797 VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID 84' TOTAL AREA = 40,084 SQ. FT. P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE NOTE.- NO WATER ENCOUNTERED or 0.920 A CRSS 1230 TRA VELER STREET SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 117-037 REVISIONS: 1 > HEALTH 00/00/2009 Y, D ��� _ D 1 1 IXISf WELL ♦ � HILL CREST DRIVE M AY 1 0 2019 7 UNDEVELOPEDRECEIVED Tomes OF SOUT1101L (VACANT) � UNDEVELOPED 0 (VACANT)� LL �@ JAN L 4 2019 DEVELOPED EL 824• EL 130.0' N 15°7'53"W EL 916' �Upepp���" ®a HEALTH �� DWELLING o � (SEPTIC+150,) �p 854ES OFFICE OF WASTMATER Neff.Uj e WELL DEVLOPED I82 / dF,a W :el06,t;., , ;, :1•Tlt ": v DWELLINGrirk} (SEPTIC+1501) 7ly/ / \J'f^!•{ i•.S£^ }'�`?^,'��iS�it}S2yxifyx�\^' 11 U b ♦ `>",// mel-4y.A �5� ac \•r,r.s kFcJ ,}`,F s rJYA't3x,��ti; 0 p �'669 3 �• ' ' i E` S Fa f♦ tZ /SOMI Vs DEVELOPED \\ EL 72 2' " 76 /i/ i PT0 r#�;,:�;, DWELLING N 3 5 2 // ` 0q5 e��'a'B �' EXIST WELL 2 hL 7si ' \� \ FF• Cop' ` # (WELL+150 EL fi8574 7,GF.E P`V \\ ♦ ♦` v} EL 141 10 U V%• EL/ 1 / 1 1 \ ♦ 1 SL S4 N i rl 1 \ • . n J >k}}`1 r ii I $ SO 415— ►1 aasr•sEvac I \ \ �kf .z1feI:iis�°?6��i5sy xr �i'� ♦��/ _ ��.a q' A_'z; gv02 i \ � I) If z -I p Jhim 1 1 7s / /1 x �mg- LIP^ �1: k� ki�x z ax x d x, k IR y k x x P x, :k0 �x M'4 � F �`� x` I'NfsF`a"�x1 v P• 'w *` $'� O r `�♦ � fx 5tt sni xr 10'XEO'( 1 x,T-f' x'x7:.i`uiixs� i _ASPHALTDRIVEWAY.1ixj M►"c p u' V] 1 / ♦ / .ii DV// -! Ali":`Fi F }tai ` xt }, �`}i 'tkl�aa��..� l I / El/ 1 �n �r �i CatA xxtx Fxi x 2 Y.}; 1 t�Y.e. km; i at, Fifj S�' .i 1 / EL ns' LL EL/ 1 tI 1 x ,}: x €m, F<ia r. �? 4a 3 m' ' I o ELROY S 15 80 E 115.0' EL93a �!p'il,�® 3 �t� ZI � , _ i 7b I 000gu1 SEPTIC O G'�I V-A _ 1 \ A ➢� , 76 \ TANK 1 •� Y~.-OP - , \ 1 N/O/F 500 SOUNDVIEW DRIVE LLC 71 N O F (GRAPE VINES) IEN 'Rki JANE SSCTM# 1000-13 -2-8 .22 1 0 LEACHING ON POC) El L co (VACANTANT)) rTl I C) 7 zZ' \ SUFFOLK COUNTY C`;I�A�T�E`JT OF HEALTH SERVICES ^ 76 76 T -- SITE PLAN ���0���O�� P �tsr�T�e wO �s FOR ° A N EZ"^ H SINGLE FAWLY RZ.:SIDENCE EL 680 " 2150" E S23- SCALE: 1" = 40'-0' Dater� s 0 4 2819 I-I.S.Ref. N®. NAME: TOTAL: The sewage dispo3al and VG-ter supply f2'B:IIItft?S at this IOatiorl have t)G'@f1 Inspected and/or cern ped by this D. iNflian or Other a�enr ies and found to U CONDITIONED SPACE: 2346.7 SQ.FT. be satisfactory FOR A fdj(.il„'�I,4UsQOF ® BEDROOMS. LOT NUMBERS REFER TO"HILL CREST ESTATES, GARAGE: 1042.7 SQ.FT. SECTION ONE,LOT 20,"FILED IN THE SUFFOLK "" DRAWN MH MS COUNTY CLERK'S OFFICE ON AUGUST 15,1983 SCREENED PORCH: 240.0 SQ.FT. I I CraigKne er, P.E,, Chief SCALE 114"=1'-0" PROPERTY: 40086.4 SQ.FT. 0.92 ACRES p� JOB# AS FILE 7218 LOT COVERAGE:11.1% r Mana ement J-uary 23,2019 FRONT PORCH: 160.0 5Q.FT. SHEETNUMBER MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: MAY 18.2017 — DECK: 655.0 SQ.FT. UPDATED: JULY 24.2017 N A yLjI REVISIONS: HEALTH SEP y 0 0/2009 a pan _ (p� j IXISr WELL V�8-"'�7{yN V qe �v ' ����t9�� 9 pl�� HILL CREST DRIVE EL.91.6' �����A Excavation Inspection 4 qa.d 0.11 DARK BROW tc C 8 11For a 141.0 Sanitary Systern 111 NO By Health Department UNDEVELOPED ~ UNDEVELOPED Department (VACANT) (VACANT) BROWN SILTY SAND SM O 1 /1 1 !):� C Lf a\1-••Iii EVELOPED ELIz' 130.0' ♦/' N 15753"W EL 976' 4.3' V �?r �_6t"tC;i1 / td! DWELLING o --EL 90 — — — — }n,e C O EL 90`` f m services. esa a6 / �I:..itE`OE&� ("�,Qp�y6�� ����'�, �� �akl—r• .. SEPTIC ,� - _ BROWN CLAYEY SAND SP S QQ''�� ttj351-1-57010, ` age ref ��qp �j., gg 4 g '`'4C�°ra?i'.;G, •_ 1.•d�y61✓Ar-I�w•••s![4.IVl'y d'W a"7��{Iw l{l �'\ /84 / OPOSFE _ _ r � ♦fid TO Schedule Ii"d♦a-E�"M'.cttir:)i (cs-, 182 4s 3�L � Ftp _ DEVLOPED ii c ,Yo cr. `"Ysf*°.. ?' . p1,.',. ,. 1 — — — — tea^" z w o,� (SEPTIC+150') IN '' 'E Qsf`' ''• �S`S ' � �� 1 `s � kk ry I EL BROWN CLAY SP SC OQ05ONOa ' e ^t&tjsE 7Syr1'€ 90 c$ ♦♦�EL 72 2 DEVELOPED ii' / 1 1 1 DWELLING 76' IXlrr WELL N 3�52.2�1 752 76 , U O !,• P,Q.f.Ve>3 L (WELL+150') — — — — 1- 174 �s •••• 1p- Ce s / / ' I — — 1♦,`° BROWN FINE SAND SP W �� In i i i ' `` ♦� -_ E< I arc `i n a V a I ss A i i 11 11 ` 1 eR _ EL ♦ - ez art =i J ensr•sevac �. `- ,s �° ♦ a�`lx� FA xom A c:. ♦ i 00 1 1 1 ♦ ` yd-, I IIx a: v c`'c' EL.7.6' — — — — B¢ '+4 i t2 �,_.zw `, € -moi` i, m � � H� ), � �' O NO WATER ENCOUNTERED 1a' 3l' w T .3 �A 3 t rpt ,,.,.r V E �iP POS�EDDRIVEWAY��� :�,s,;; TEST HOLE DATA. SS ,6a s3 / GBADE • Z"�"`b EL71Y EL Et EL McDONALD GEOSCIENC 4.1 DATED: 04/17/17 ' p 1`EP 1 OOOgaI ; y _EL 600' S 1500'011 115.01 EL 930' _ I 1 TANK 77 y Z 1 1 1 1 8'dL,X 16' 1 \ �L•���� ➢ 1 1 7f \ \ ' LEACHWG 1 1 ^ OF �.? �� ('� p r- I I \ ` V POOL / S Yv`, N/O/F EF 1 ♦ ` / ` i 1 �' 500 SOUNDVIEW DRIVE LLC 71 I \ %♦ �♦ ' ` � (GRAPE VINES) 1 1 k `♦ , �' 8 LQ N/O SCTM# 1 -13-2-8 .2 2 JANE SELUAR ACAN W _ w pq b Z C3Ur t"f3L.e{ COUN hY i�a'.F.�,i"CCCi fn1F t Ok I ie`r1.1�:1 e'it+liCAL^e:a O EL `_---- 74 110.01 r'1 FOR =r`:1•a t7ni f °,{c'1�'.4J?,.1"{ ;1 "�,7�A � Ca z N 71 SITE PLAN 71 E �I�J�P/1t"1' Cc��2 t)!/ , t�GJ.d... 01= �0, EL 680' , 011 S 23'25 SCALE: 1" = 401_01 .�a1N ',LEE FA! ,{-7 R.V5 Lr1%C 0Njf w U �O NAME: TOTAL: OCT 1 2 2017 s� x CONDITIONED SPACE: 2346.7 SQ.FT. U LOT NUMBERS REFER TO"HILL CREST ESTATES, GARAGE: 1042.7 SQ.FT. OO Fall J4�f_t;_ :1 ��T. —� —�"^ y,„,D;,;)L/.•°� SECTION ONE,LOT 20,”FILED IN THE SUFFOLK �N COUNTY CLERK'S OFFICE ON AUGUST 15,1983 SCREENED PORCH: 240.0 SQ.FT. EXTI.11n ,Irsj -^ `•,' t);ei 1N1't,f I ,1 •fL`�o's♦C'IPl�Ed = DRAWN- Mx J Ms AS FILE 7218 PROPERTY: I 40086.4 SQ.FT. I 0.92 ACRES ,'•••��> S t"+a``•_�•� :l.:,.sea::-, SCALE 1/4" 1'-0" _ ............. .......r...__..,.__._......._.. JOB# FRONT PORCH: 160.0 SQ.FT. LOT COVERAGE:11.1% �" September 18,2017 SHEET NUMBER: MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE. MAY 18.2017 DECK: 655.0 SQ.FT. UPDATED: JULY 24,2017 (�— �1 1\J e p REVISIONS: ' 1 " —HEALTH 06/00/2009 t it FF:90.0' GRADE AT EL 775'SURROUNDING 20'OF SEPOC SYSTEM 8.0' 8.0' 9 3' 74 0' o Im 14 ow GRADE SLAB• .. 80.0' 80 GRADE.77.5' GRADE 77 5' GRADE.77 5' GRADE 77.5' 4°dla PVC c >. w MIN 1/4"PITCH m Z 12"MIN12"MIN. MIN 1' 78.3' 78 4' 24"MAX 5.6'4"dla. PVC 24"MA 6.4' 1 8"PITCH MANHOLE 10" 12"6 75.,V u 748' 74.9' 8 14 � EL 71.0 8° c 3'CLEANSAND ——————— .e COLLAR ° GRADE 66' 1000 GAL LEACHING POOL 16-0" 20.0' (MAX 5-1.SLOPE) ON 3'CLEAN SAND _ COLLAR 59.8' �9 8'DIAMETER LEACHING POOL � _w � • so W u FINISHED GRADE SCTM# 1 W x — nno a CLEAN OM Z T OUT94 O W�W a�--FLOW I I I I �:) �0 4"dia. PVC �CAST PIPING TO @ 1/4"PITCH ( I EXTEND 2 FT.MIN.INTO T � i I I I V I I I I FOUNDATION WALL `/ DRAWN MH MS f SCALE. 1/4"=1'-0" TYPICAL CLEAN OUT DETAIL 'SHF September 18,2017 SHEET NUMBER F NTS S— ,� L • •LIMITS OF CLEARING TO BE (VACANT) (VAL.AIV NO MORE THAN 20'FROM _�— PROPOSED WORK AS 0 e' INDICATED ON SITE PIAN z 130.0' 1 N 1507'53" W EL 91.6' DEVELOPED EL.82.4' ---------------ft1---- ----- ----- 90 WELLING Et sb \ I 1 ; O o 85.4 / 1,�•,. 5'� (SEPTIC +150) �/(�'� / CJ -r•- "�ii`�;y';fS t�{J:,�,'rLta .� '"ri'� �.�i sV N •v;.�'I'ir i''4s i•,:Rr q'�t^;•i'.,e�•-f''"ay"X' '�+ '.'t°'e�• sdl; c>, •:tet,."4+ t:,'dvd J,�J t�;t;�'V c„ „fit �J trl�,�?�>.., EL / PROPOSED "^:>� 7- 1 t`,r>:I�:i4J. t,. yi /84 WELL ,; i' ,r=: ,:,�,_ r, i fiY; :iF <t . :a,�i'ei ;a .•�.r, ;_S '�il,'if,?lr / ' / I ft�1:r',5}:'J�'+ I<�'�.'.:T•'t'i ytd: 'S_ri.� S� •i;.$it',�.a{.i+t t .jtF r 'f i >,;i'°'r-1�;S j;.br i'.,'t•'� >�,� ,i r'„`�.� .5 i r,. i•rYt"•�� . �" t ,w+-d• i 1•,'..iJ ",:fes.; M d..` .f f.+. JSt'�i v0't. {�-"�•1 Y'','4 j/,.,',,�{i i,? 'J' -:'yJ fa 1, pf. .."..f(t-fi'•il {,' �''� �y'. / P' �• Y•; 1�e_tZ,f f''ti a�- G,.i1;j,V u�1r'ti�3.7/;'a°f`.'..7.'i r,•�r�,���f t�,�< a.� :}1:;5�/{,{�+. i _~ '7,0 „t:F,'3�,�+);� 'l�.f'� .:S�; t; T t;r`r,Y', #,t.,,.i�ti 5{•t- ��i,'•�r2""+r' y.t.t .cfiS''tt` L / �t�0 �7+ u� j.r a/;..�•;:,;V Y,.'�::'.i`'a .fa `�G`p:%'.�e.'t;_'I JY:,rd, rt;ibSn' \e O� 06.6 . 182 "nl.ir,'-,0"! iX rv� ' Y 'yeA7Y^ ''i{„r`'ri' <.x- �\ \0 (30') Sr§:itt'4i•�3^,§�:t P :yis'fL;St.:,.�b3-r,.[.d'c,.11��a[[ •,, f ,,,i,,(("i' ) rl`.`�''rft{i!'.S'�`,Iy: >J.,•v y0ifs:.f4 ii { 7•>1.0 t'I�it"�J'k''"�r 11r,.t q,. JI4” t' ''•,d� t, '/v ij,'•FC:+ �.I� �`i' A•t �. Sy. (r / / ':t, ';i ,f: a:3$b�"t.T"S..? ^'i}r�;�,t:./,:Ya, V1 •IF,;.'�fl / ja`, i.�;'�i- .iJ.;j-lr'•,ls{rj,1L'tti :lt I 1 / Q / / .',?.'t,.'r"` ,. f;; i: :i.'` o 'ia''•J,'�SY`�P,.s,.rk 1 1 1 �O / r nY trl<.,;.:SvI'';,:�� `�''i, �, a,.r�' .•Is '�7' 11 // , ),;1,�;t' _ i_ •�a,/'i, ' `Y;,%;+'•�a�l•;LO�A'Tl I I t L / / / :1, ')r ; u'�, ') a•A '�,s:•\re',y.$r'�a.S '..,r %,'. iS+S I 1 / , „,,,). .,,•Ti` ',`.r•n), ', .i,.". 1`'e•.).1,'i,Y lr.:a" .'/,: / 1 1 /jg/ EI S � OSs`O O�5 Qo�� 90 Q .X95 (�Oo , �' ''i':'; 'i % '1; '':'�1,`:'•'., •r.' . I• / 1 1 `O�// / / �•C. �OQ �O % )'i'`; i�:�J.`)"'J;r I )� 1`a Y`Yn;,*%.�Y' 1 1 .` DEVELOPED % EL \� ,�• Ya -.",'.+; ;'.:;;;c' �N DWELLING .:; r.: �,s:,. `"I (WELL +150') Et.72.2 EL / / / i I I CSO ; ;: +i ,z :"<r: t 1 76 L 93'x 75.2/ 1 �\JF\. ,; ':r.r:f,:;, >'` �ASHOI T 81 50.(0) El, Et CATCH � t r`.I.�r�-ar�'i' 'i, ��x r".3``�ir< •ai,�rai)•�s• s >rr''��t,i..�,� 1 I „ a PORT-A-IAV TO REMAIN 1 1 / \ BASIN ;';, I i;;'l ;: /J;, 'r'r;; ,'•„'/. ON SITE FOR DURATION t I , c■ \ •~'' k; '��• yQ, ,`�` 'ai• ;,`'T • HO r ' •' OF CONSTRUCTION t 1 \ � ” '+; ''''�' % ,,:'.' .xa ”' •'•'y;SEL.:91.6",'•'s�;:Ir ;t, � 1 � u< d`'��� �,.� E6ClST.SEPl11C 1 \ 80� Ets� °. s., ,i'i•i '>;' ;' r`" ._j.. ' .7 �, \ / , ':. ;.-i;'i i %�"r`.•�;i{•'j r i ,•SLOPEsr li:<; la .I„ .•{.j,;1 r'i'riy i \ ( \ 82 ,� \ \ 1 i - ';r: ,Y..;°iii`:;.'>;• v ;r`:;i:•°ri S1APEy. ., � \ \ , � �a \ 'tr _ Y,i^I; ''i" 1:';/-",•� _ ,_, r.'i., •v,.) -r ''�,�J.`^l: , ,r: �`I �� ` / q ` ;', i <_^, ,'Gb ki? IANb•MPR�a_ :aa.-ji:�r;'r.1 iP �•.'� }nYV �� co L� \ _ 'Y� YO-R7vtXP1(5N5ST6E0 u`;a`+"';•'•• 7y \ I ` '` 3i `Y3' *'.s ;r' {i "1 'I,j;J{y�TfO tl�GbN31•I }'�'It' _,!r', '� '; J, :.t,'' y,..«. d ''r 'r LLJ Z I \ �L / I Mr). ,a v.•,`�; -;�-� �2, - � • '.; .,.?;,':,,'1:•i`i;•:'I;�'',-/;dye,'_,''gin'' •) ) �§ PW / gr in/. .>„ 3,._ �a.a.i ;�'.•;,�;'',.,., ..�:� :;,`;.r, • ^'_'Yrj %C LU 04 VX '. e rr.�.ln•, •'.,; -Slimy ' �\ F I � / 1 / ✓� •): `')'),).'r-�Y''�CATCN? �r',X,.'.'..'j.,;_ i^a•''�,i���'` �.. ,.,h.�` .JL V �� v�/"�Yt� •� �� 04 ;BASIN,.,' ;ys>;;?-:; ��rz I X•�'.�M& z'yt?V 7V ;i. , .'r., . . . . `.tr O ,G mot ? PROPOSED DRIVEWAY',,:,;):, _'�;; <; r � ir4� � 1'`I (Y�'IV U✓( R� 10180 K'= [/��/��`jjvh' , D��j I ;�..�'';y -i:,�ji, ,),, .' Ic`• _ - ''•e�•'J.'Y`�;r/:.^)`•1n '+ p'•fY`A S \ \�\ / / l �^ N✓ / /YYy�,e`) (roll o yyp' '��_ ► (C.) J{�� ���< �OP)<a�: iz`'"•_'„''S' .`�> C?F �wlP� Y, hGVl �j� 1 ,' / , 7 . , M - _•r t �' S. ;•) ';�: �%.�i��r<,jf.<i_,� ,eT-:<.,;I,`V�;t 1/, /-p,}rf ig \ „i` .. i'";': ." :.'i.': :2 Y'.Y_�Y.:r), r 4r�,3'V{,•7v�Yy{'" EL / GRADE / \ \ { I w �,s.°;�;�`.: .'r.J ;•�, ;�is�oPE:a:,•,•,''�:;;,,,; ).;i;.i. Y:r,','�"°.,>;���N%Y��'L4� 1 /�7 / �O• f EL.77.5' / / \ - EL -// _ EL -- -E�1 - ELI---- _ 8a -82 115.0 EL.93.0' PROPOSED PROPOSE { I , ;•,.f' 1S�gaal. 1 1' _ EL 80. S 1508'0" � r ! I EP 1 IC A TANK I 1 !, `\ 11 8'dia. 16! O ' 11 'l' ALL (;ATG ' B�1 k I N L� G R 165 LEACNG 76 `\ POOL // ,1 N1 U5'r �>✓� E`7�J���% TU]' 7$' JANE SELUAR fVACAN7•) SIT PV-AN v , AS FILE 7218 f F 1 F F I / IG ;01` I � R r STORM WATER MANAGEMENT DETAILS LOCATION: AREA: 100%RUNOFF REQUIRED DRYWELL 2"RAIN/HR: DRYWELL: CAPACITY: HOUSE: 3688.1 SF 616 CF 10'dia 10 VF 68.41 CF/LF PORCH: 157.1 SF 26 CF 10'dia 1 VF 68.41 CF/LF rr PATIO: 558.4 SF 94CF 10'dia 2 VF 68.41 CF/LF F DRIVEWAY: 6868 SF 1147 CF 10'dia,17 VF 68.41 CF/LF F TOTAL:- USE:10'dia,30 VF 2052.3 CF t 1 SCA-rbN f NGLE BEAD HALF ROUND GUTTER F STANDARD 511 F NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: M / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR F ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. f Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR F METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL 301N LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES, B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. _ DRY WELLS TO BE 10' MIN. 4).PROTECTION: A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE �) B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 1 Op O 0 0 C O X C EROSION&SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: Contact TOS Engineering at 765-1560 before a A well maintained Construction Entrance Backfill, OR Provide Engineer's Certification a that the drainage has been installed to Code. Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. Lr EL.91.6' MINIMUM HORIZONTAL SEPTICTANKOR LEACHING STRUCTURE- SEWER DARK BROWN LOAM OL SEPERATION: MANHOLE: (INC.EXPANSION): LINE: _ _ — _ 0.1' BUILDING w/BASEMENT. 10 FT. 10 FT. 5 FT. BUILDING ON SLAB: 5 FT. 10 FT. 5 FT. BROWN SILTY SAND SM PORCHES,DECKS,CANTILEVERS,etc; 5 FT. 5 FT. 5 FT. "WATER SERVICE LINE: 10 FT. 10 FT. 10 FT. 4.3' UNDERGROUND UTILITIES: 5 FT. 5 FT. 5 FT. — — — •SURFACE WATERS: 75 FT. 100 FT. 50 FT. BROWN CLAYEY SAND SP SC •PUBLIC WATER WELL: 200 FT. 200 FT. 50 FT. PRIVATE WELL: 75 FT. 100/150 FT. 50 FT. — — — — 4.8' "ROAD STORM DRAINS,STORMWATER 20 FT 20 FT 10 FT. RECHARGE BASINS: •ON-SITE DRYWELLS/DRAINAGE STRUCTURES: 10 FT. 10 FT. 10 FT. BROWN CLAY SP SC •CATCH BASINS(NON-LEACHING).DRAW PIPE: 5 FT. 10 FT. 5 FT. LEACHING POOL• 8 FT. 8 FT. 5 FT. _ _ _ _ 78' •SEPTIC TANK.PUMP STATION,MANHOLE: 5 Fr. 8 FT. 5 FT. PROPERTY LINES: 5 FT. 5 FT. 5 FT. BROWN FINE SAND SP SWIMMING POOL: 20 FT. 20 FT. 5 FT. •RETAINING WALL(WATERPROOF): 10 FT. 10 FT. 5 FT. EL.7.61 84' FUEL STORAGE TANKS(BELOW GRADE) 10 FT. 10 FT. 10 FT. NO WATER ENCOUNTERED A BLUFFS: 65 FT. 65 FT. 67 *REFER TO NOTES FROM SCHDS RESIDENTIAL STANDARDS TABLE 1, TEST HOLE DATA MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM • McDONALD GEOSCIENCE,A - �; DATED: 04/17/17 DF APPRVRLy OF STORMWATER M AGEMENT 1, J CowN - own ode a ter 23 � �` � s„g � Se Date: 0Appr : L REScheck Software Version 4.6.4 Compliance Certificate Project D [EC[Fq'VF= D Energy code: 2015 IECC F E B 1 2 2018 Location: Southold, New York Construction Type: Single-family Project Type: New Construction RUIX)INNG Mr;M Conditioned Floor Area: 0 ft2 TOWN OF SOMKOLD Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: CARULLO Mark Schwartz,Architect 760 HILL CREST DRIVE NORTH P.O.Box 933 ORIENT, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: 3.2%Better Than Code Maximum UA: 443 Your UA: 429 Maximum SHGC: 0.40 Your SHGC: 0.29 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 or Cavity Cont. U-Factor UA Perimeter- Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,347 21.0 0.0 0.044 103 Ceiling 1: Flat Ceiling or Scissor Truss 1,801 30.0 0.0 0.035 63 Ceiling 2: Cathedral Ceiling 546 30.0 0.0 0.034 19 Wall 1: Wood Frame, 16" o.c. 2,190 19.0 0.0 0.060 102 Window 1:Wood Frame:Double Pane with Low-E 182 0.290 53 SHGC: 0.32 Window 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.29 Window 3:Wood Frame:Double Pane with Low-E 78 0.300 23 SHGC: 0.31 Door 1:Solid 68 0.280 19 Door 2: Glass a' eID AA 140 0.300 42 SHGC: 0.24VN 01- C [O, Y Project Title: Report date: 02/09/18 Data filename: C:\Users\Drafting Station\Documents\REScheck\CARULLO.rck Page 1 of 2 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 requirements listed in the REScheck Inspection Checklist. S� 4 � �� Or 101ph't Name-Title Signatu r �� Date fl Jv Y Project Title: Report date: 02/09/18 Data filename: CAUsers\Drafting Station\Documents\REScheck\CARULLO.rck Page 2 of 2 REScheck Software Version 4.6.4 Compliance Certificate 1 4 � Project FEB 2 8 2018 ` Energy Code: 2015 IECC Location: Southold, New York "�'r"' `�G Construction Type: Single-family �TOWNOFSOUTHOU) Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: CARULLO Mark Schwartz,Architect 760 HILL CREST DRIVE NORTH P.O. Box 933 ORIENT, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: 3.2%Better Than Code Maximum UA: 443 Your UA: 429 Maximum SHGC: 0.40 Your SHGC: 0.29 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 AssemblyGtoss Area . Cavity Cont. a Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,347 21.0 0.0 0.044 103 Ceiling 1: Flat Ceiling or Scissor Truss 1,801 30.0 0.0 0.035 63 Ceiling 2: Cathedral Ceiling 546 30.0 0.0 0.034 19 Wall 1:Wood Frame, 16" o.c. 2,190 19.0 0.0 0.060 102 Window 1:Wood Frame:Double Pane with Low-E 182 0.290 53 SHGC: 0.32 Window 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.29 Window 3: Wood Frame:Double Pane with Low-E 78 0.300 23 SHGC: 0.31 Door 1: Solid 68 0.280 19 Door 2: Glass v' = 140 0.300 42 SHGC: 0.24 , f Project Title: Report date: 02/26/18 Data filename: C:\Users\Drafting Station\Documents\REScheck\CARULLO.rck Pagel of 2 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 require ent H ed in the REScheck Inspection Checklist. �- r 00o tit A Mame-Title , Signatu " ? Date is Project Title: Report date: 02/26/18 Data filename: C:\Users\Drafting Station\Documents\REScheck\CARULLO.rck Page 2 of 2 SURVEY OF PROPERTY AT ORIENT ` TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-13-02-8. pWELI— IWELL 150+1 ,2,2 SCALE.• 1'=30' VACANT QcP'i MAY 18, 2017 JULY 24, 2017 (REWSED ADJACENT SEP77C LOCATION) \ NOVEMBER 22, 2017 (FND. STAKED) ` • CONCRETE CURB JANUARY 8, 2018 (FOUNDA 77ON LOCA TION) MAY 31, 2019 (FINAL) NOR EL.95.0 SST ' )RIVE ASPHALT , CR HILL � 150-0� \ CABLE BOX EL 92.0 1f k TELCOM BOX N83'35'30 E BB CURB REBAR BOX NL EL-91-6 s TRANSFORMER--,)3 � PIPE 1 3 2019 ELEC. cp. \\ METERROG��P� ®HOLE A 0-1-7.06 06 17 11 0 t TOWN OF U1• *CB 0 O �� LOOSE STONE DRIVEWAY LOOSE STONE DRIVEWAY cp. Fy 4 10 CB Z '� 2 O• VACANT .75 PROPANE T WELL CB 0• TANK O LOT l'� O„ 5� 2 OJ N89'31'00"E 70.00' O CIB CFo REBAR EL. 61• �� EL.83.8 (p�`• _ (1 Lo-r p�9 4, NHOT AC �. �1?- / TUB Oi�o ( Cr E1.MF ACO Q BOO R ,NCE X .COR.Q. 4� 3. STONE �� p05� wXX�- o.5'E STEPS XIX i /,yam oA �cFo R/0 STONE c PATIO s, y, c�giyG METAL GATE 9 00. 70 STAKE > 0.5'W \ � CLF \� 0,5N• 0 ry �0 0.1'W EL 68.COR. 0.2'N v� \� aF ��� Arg•� �,� 5 Q G • CPGE° ROCK R DEER FE• T\` KEY �� r' is 3 '"'°E a, ® = nll REBAR �/ � - O WELL S� �/ DEER FE N l0 8 ® = STAKE 0. w R\VE — TEST HOLE TEST HOLE DATA 0.5 S 540\`\p% , \NOEC \ , v\� RPe� v \ ® = PIPE McDONALD GEOSCIENCE600 04/17/17 - EL.91.6' ' ® - MONUMENT DARK BROWN LOAM OL = WEIZAND FLAG ---- 0.1' / \ = UTILITY POLE BROWN SILTY SAND SM LOT NUMBERS REFER TO 'HILL CREST ESTATES, SECTION ONE FILED IN THE SUFFOKK COUNTY CLERK'S OMCE ON AUGUST ---- 43' JATy 15, 1983 AS FILE NO. 7218. BROWN CLAYEY SAND SP SC ELEVATIONS ARE REFERENCED TO NAM 88 DATUM _- - 48' ` NW IGS=� BROWN CLAY ANY ALTERATION OR ADDITION TO INNS SURVEY IS A VIOLATION OF ------ 78' PECONl0lvSURVEY0S, P.C. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT (631) 765-5020 FAX (631) 765-1797 AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON BROWN FINE SAND SP TOTAL AREA = 40,084 SQ. FT. ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP 84' P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE N07Z.• NO WATER ENCOUNTERED OT 0.920 ACRES 1230 TRAVELER STREET 17 03 SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y• 11971 I SURVEY OF PROPERTY A T ORIF � NT 1 TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. \ pWELLIN , �WEL� 150+� 1000-13-02-8.22 \ SCALE. 10=30' VACANT `,P% 1 MAY 18, 2017 —a JULY 24, 2017 (REVISED ADJACENT SEPTIC LOCA TION) NOVEMBER 22, 2017 (FND. STAKED) 0 8M201�i CONCRETE CURB JANUARY 8, 2018 (FOUNDATION LOCA TION) TH 1 1 NOD EG95.0 +n", DRIVE PHALT , �EG920 RESTAS TELECOM-.,P% D :, a 'J 1 C BOX CONCRETE CURB 0HILL 150.0 EL-94.8 L1 Tt�EB N83'35,30"E JAN 8 2018 TRANSFORMER N AG EL-91.6 PIPE �• T `j ..t .. ,?. r.... '.• 0.8'5. CPTd d`�1`�OF SOUITl®LD Ln TEST - Z I) HOLE O C. 1°I7•OC� EG91.6 O+ Lp• O p cp .4 nj� VP�� St n (� r'�1 SOT O21 ' (bo 0.CMF 0• 0. N 89'31'00"E 70.00'� ,:, RESET EL.3.38 EL TC.O CORNER ? �L /� O. 2�'� E• WITH 1`�1y1 REBAR tzi �V O• v 1r,►�k v,• \+\ Lo-r p to to O) \+ N F STAKE EL-68.0 0.5 � ° 2� o 37• `�F`�, �� ER fE• `'a ,� IKO.f E• N. / �C E468.5 L LL NIpIF pR�VE LLG / � � uNpV SEW TEST HOLE DATA �� \� e ® =STAKE McDON�117117CIENCE /i �w�/ \ ��AQE \` e -MONUMENT ®r4p,5 EL.91.6' DARK BROWN LOAM OL LOT NUMBERS REFER TO HILL CREST ESTATES, SECTION ONE" FILED IN THE / !vQ c- °' BROWN SILTY SAND SM SUFFOKK COUNTY CLERK'S OFFICE ON AUGUST 15, 1983 AS FILE NO. 7218. ---- 43' # s t ELEVATIONS ARE REFERENCED TO NA VD 88 DATUM BROWN CLAYEY SAND SP SC 48' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ---- �• r VIOLATION OF SECTION 72090F THE NEW YORK STATE BROWN CLAY •'� 5:, '�49618 EDUCATION LAW. EXCEPT AS PER SECTION ---- 78• PECONIC SURVEYORS, P.C. 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE BROWN FINE SAND SP (631) 765-5020 FAX (631) 765-1797 VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID 84' TOTAL AREA = 40,084 SQ. FT. P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE NOTE.- NO WATER ENCOUNTERED or 0.920 A CRSS 1230 TRA VELER STREET SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 117-037 DO NOT PROCEED WITH F"/;`:�I 0 !.!NTIL SURVEY (-I EXIST.WELL OF FOUND=,T!ON LOCATION SITE DATA: HAS BcEN APPROVED. PLUMBER CER SCTM # 1000-13-2-9-22T!r'CHILL CREST DRIVE ON LEAD COVDESCRIPTION: AGE: EXAREA: LOT COVER '[�.v a rE_ I l�,`:"f',!1 � : : PROPERTY: 4OOS6.4 SQ. FT. 0.92 ACRES AP R VEDAS NOTED CERTIFICATE C: I 1 Lrif( DATE: B.P. SOLDER C'; �::r_' ESTIMATED AREA OF40086.4 SQ.FT. SUPPLY t4 60 X GROUND DISTURBANCE: rt.`. FEE: .' BY: AT EXCEED`; , ,�. NOTIFY BUi' .`:,. GES : ', �i'IG' Or'- r t._�AD. � 765-1802 8 AM TO 4 FM FOR THE HAY BAY OR SILT FENCING UNDEVELOPED UNDEVELOPED PROPOSED HOUSE: 3389.4 SQ. FT. 8.5% 1041 CU.YD. 26 CU.YD. FOLLOWING INSPECTIONS: LIMITS OF CLEARING TO BE (VACANT) (VACANT) PROPOSED FRONT PORCH: 160.0 SQ.FT. 0.4% :22 CU.YD. 15 CU.YD. 1. FOUNDATION • TWO REQUIRED 171 LI'�1IIQ1�l., NO MORE THAN 20'FROM -_-_♦._.__-_-+-_- d-t_ PROPOSED WORK AS FOR POURED CONCRETE INDICATED ON SITE PLAN O PROPOSED REAR PATIO: 560.0 SQ.FT. 1.4% 50 CU.YD. 25 CU.YD. 2. ROUGH - F1<<":�;1F; ":' x PLUMBING ALL PLI;'.;�;.'. : .-_.�." WAI 3. INSULAT� TESTING BES-Ci���.u'.�Li�?lNG� PROPOSED SCREENED PORCH: 240.0 SQ.FT. 0.6% - 0 CU.YD. 15 CU.YD. 4. FINAL - - a MUST / BE COM,' ,"i C.- DEVELOPED L.82.4' 130.0' N 15°7'53" W EL.91.6' ALL CONST SHALL MEET THE E REQUIREMEP r tai-THE CODES OF NEW _ ---------- --- Et-- ------ ------ ---------------------------ftp-----, PROPSEDSEPTICSYSTEM: 3-4 BR SYSTEM 1'75 CU.YD. 25 CU.YD. YORK STATE. NOT RESPONSIBLE FOR All exterior li l;;ii g DWELLING o \� EL � 86 / 90LU 1 0 ` 85.4 ;,, \ U PROPOSED DRYWELLS: (2)10X6, (1)10X8 28 CU.YD. 12 CU.YD. DESIGN OR CONSTRUCTION ERRORS. installed, replaced or. (SEPTIC +150) ! `�0 � / ' ' /N LU repaired shall co�;form �� / :1 �O �q EL // 1 O PROPOSED to Chapter 172 e /84 /r,G�?•. /\}� / WELL 1 Z 0 TOTAL: 4379.4 SQ.FT. 10.9% 1346 CU.YD. 118 CU.YD. / of the Town Code - / M 'o / 1 1 z ( WITH ALL CODES OF �� o C STATE & TOWN CODES �►si // ���\1 F��" W 106 + •... � '.0 6' r - \ 1 U IED AND CONDITIONS OF a/ MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: MAY 18,2017 DWELLING 0 UPDATED: JULY 24,2017 ' 1fw t '/ // / `-) / \ ',11 SECTION BE S REF 20T'O"HILL CREST ESTATES, - +� (SEPTIC +150 Fire separation �'oo , o Q ;,1 ►�„� - ..90 required as per L '/ / ,1 'LOCAOTI I� '''' { , FILED IN THE SUFFOLK p COUNTY CLERK'S OFFICE ON AUGUST 15,1983 (�� Q y/ 78/ .�• 2 ,1 ) AS FILE 7218 II S -0-_D :., I:ES LAYS Code �. / 'j ' EL / � 15 E \ ( i _ 90 N.Y.S.DEC �7i or'',• / / EL X900 / F r, • =OPS\�;' ,,,,,CATCH,,,' EL ` F\a '� BAS117 _ � ESQ, OCCUPANCY OR EL.72.2' 3 /• / / 1 85 / DEVELOPED ,-�� EL . . , , I \° I „IDWELLING Q USE IS UNLAWFUL �0�25�, L , 76 / / I I � 75.2/ / / / I 1 FF' P�°�. I �oNc` WELL +1501) EXIST.WELL WITHOUT CERTIFICATE 3 52.2L / ' / 1 L 84 \\ I FSO �' ASHO T LY O I XREQU ? EL W\N 3 N 74 /' / , II �2 \ \ 2'/ �j CCUPANCY EL.68.5' r 72/Gp`�`° , I - ' \ . \ 5ELSEL85 EL CATCHtECTION / / I \ 84 BASIN� 11L PORT-A-IAV TO REMAINgineeril�g / / \ _ ON ( \ \ 80\ \ / TEST HOLE OF CONSTRUCTION �i�p Engin,ir.eer's Certification , , \ O _ _ _ - EL - ��<S�� EL.. ;; STORM WATER MANAGEMENT g O , ^� d -� T DETAILS has been installed to Cotte. N I / \ \ 82 ' i I �PS�E go° \ SLOPE ECCIST.�SEPl11C _ 1003/o RUNOFF REQUIRED DRYWELL I I � 'h � ,�" \ A SLOPE U L.Iti m LOCATION: AREA: 1 I \ \ � - - - - t p �ntlals `� 1 \ N-19L - 1 1 1 •,<ONS RUCTION nuMp"TER z 2"iAIN/HR: pRYWELt: Must provide I 1 I 1 / m TO REMAIN ON SITEFOaO CAPACITY: U m O I ' I °uRAn OFcoNmucnoN 0. HOUSE: 3688.1 SF 616 CF ®��"'�•' D, J and S as pe I I / / / \ ` /I / ^ PORCH 1571 SF lOdla 10 VF UJI Z) 68.41 C /LF NYS Energy Code 111 , CATCH z 10 w (Q j. 26 CF 10'dia 1 VF 68.41 CF/LF - ` \ �, .BASIN \'Cr,B46: 0, r V y( j \ I i I ,., O 0 �j PATIO: 558ASF 94CF 10'dia 2 VF 68.41 CF/LF \\ / \ 10'� j k PROPOSED DRIVEWAY M U z W CTRICAL 1 / / / \ �t 1 DW / U 6868 SF II47 CF 10'dia,17 VF 68.41 CF/LF V 1 E \ / \ I EL.87.4 O DRIVEWAY: k / / / � ` ON REQUIRED I / / / ` // '°° I I / � / / GRADE \\ / /M 1 1 SLOPE 0 zf TOTAL: USE: 10'dia,30 VF 2052.3 CF Blovier door r W I I 1 / / ?p. EL.77,5' � \ / I - -1---- SLOPE yr_-_EL /--- EL/ -_Ey �L I �� F i y SINGLE (BEAD HALF ROUND GUTTER 0 ;end ductwork I / \ \ � L � � I ` F � A­Y1�� �� 1> , 1 NOTES: STANDARD S" W I r \ ' C::: sQ- s�--- � ,'" I \ ` PEO OOD 115.01 PEO O.0' F 1 tSEPTIC. S 15 O Q 1011 �� 1).EXECUTION: O testingrequire J. �, I I , / IEP 1 _ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. E J. I I � _ , � SEPTIC EII. ! L 2).PREPARATION: L -� pDp I � 11 I I / �! TANK i 7 i � � \ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLA • \ TION. 8). PREPARE SURFACES USING METHIODS RECOMMENDED BY THE MANUFACTURE FOR O I I 1 11 11 8'dia.X 16' Q 1 I ! ^Q BL \ \ / LEACHING 1 ! ` / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. r I I 76 \ � POOL / 1 %, \ \ C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. H r I N 0 F EI 1 \\ \\ / \ // `\ 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE VVITH CDA HANDBOOK AND THE DRAWINGS. 500 SOUNDVIEW DRIVE LLC 7 1 /` N ./ \ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. `4 \ ` Q i EL\1 N 0 F 2).SHEET METAL JOIN LENGTHS WRTH WATERTIGHT JOINTS. r a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND U 1 \ \ ACCESSORIES.11 v (GRAPE VINES) f. 11 i �\ 78 JANE S E LUAR B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (VACANT) CONNECTORS. SITE PLAN 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL 1 \ _ CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: 1 V \ ` SCALE• 111 - 201-01 AWAY FROM HOUSE B)•PROTECT INSTALLED PRODUCTS UINTIL COMPLETION OF PROJECT. \ \ ).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1 1 \ \ O COMPLETION. 00 0 `o I o ° < \ EL i Cf) c c x � EL.76.7' a4-------------- 110.0• o � N EL EL __---- 71__-------7 EL.68.0' - 230215011 0 o C Cl Ln U FF:90.0' EL.91.6' � ` MINIMUM HORIZONTAL Sr TANK OR LEACHING STRUCTURE SEWER DARK BROWN LOAM CIL -�-_. SEPERATION: kNHOLE: (INC.EXPANSION): LINE: _ - _ - 01. N GRADE AT EL.77.5'SURROUNDING 20'OF SEPTIC SYSTEM BUILDING w/BASEMENT: :10 FT. 10 FT. 5 FT. BUILDING ON SLAB: 5 FT. 10 FT. 5 FT. BROWN SILTY SAND SM 8.0' 8.0' 9.3' 74.0' PORCHES,DECKS,CANTILEVERS,etc.: 5 Fr. 5 FT. 5 FT. I "WATER SERVICE LINE: 10 FT. 10 FT. 10 FT. GRADE. SLAB: 4.3' 80.0' 80.0' UNDERGROUND UTILITIES: 5 FT. 5 FT. 5 FT. - - - - GRADE.77.5' GRADE.77.5' GRADE.77.5' GRADE.77.5' 4"dia. PVC *SURFACE WATERS: 75 FT. 100 FT. 50 FT. BROWN CLAYEY SAND SP SC MN.1/4"PITCH 112"MIN. 12"MIN. MIN.1' 78.3' 78.4' *PUBLIC WATER WELL: 200 FT. 200 FT. 50 FT. 24"MAX 5.6' 4"dia. PVC 24"MAX 6.4' 1/8"PITCH MAN HOLE PRIVATE WELL: 75 FT. 1DO/150 FT. 50 FT. _ 4.8' 10" 6" 12" 6' 75.4' - - - 4.8' 74.9' „ 14" *ROAD STORM DRAINS,STORMWATER i 10 FT. 8 81, RECHARGE BASINS: 20 FT, 20 FT. EL.71.0 Y CLEAN SAND - - - - - - - *ON-SITE DRYWELLS/DRAINAGE STRUCTURES: 10 FT. 10 FT. 10 FT. BROWN CLAY SP SC COLLAR 1000 GAL.LEACHING POOL "CATCH BASINS(NON-LEACHING),DRAIN PIPE: 5 FT. 10 FT. 5 FT. GRADE.68' 16'_0" LEACHING POOL: 8 FT. 8 FT. 5 FT. - - - - 78' 20.0' FINISHED GRADE *SEPTIC TANK,PUMP STATION,MANHOLE: SFT. 8 Ff. 5 FT. (MAX 5%SLOPE) T CLEAN SAND ----- D - I PROPERTY LINES: 5 FT. 5 FT. 5 FT. COLLAR I I I BROWN FINE SAND SP SWIMMING POOL: 20 Fr. 20 FT. 5 FT. CLEAN- OUT_ _I I I I _ "RETAINING WALL(WATERPROOF): 10 FT. 10 FT, 5 FT. 59.8' _! EL.7.6' _ _ _ _ S4' -I - FUEL STORAGE TANKS(BELOW GRADE) 10 FT. 10 FT. 10 FT. 8'DIAMETER LEACHING POOL � NO WATER ENCOUNTERED BLUFFS: _ 65 FT. 65 FT. 65 FT. - - *REFER TO NOTES FROM SCHRESIDENTIAL STANDARDS TABLE 1, TEST HOLE DATA MINIMUM SEPERATION DISTA'E TO SEWAGE DISPOSAL SYSTEM , 4"dia. PVC _ 4"CAST IRON PIPING TO McDONALD GEOSCIENCE @ 1/4"PITCH ---I I I I----_ = EXTEND 2 FT.MIN.INTO DATED: 0�4/17/17 ,S,ERED qR FOUNDATION WALL \5 IN s C,S� ,15 DRAWN: MH Q yA C� SCALE: 11 J4 N JOB#: TYPICAL CLEAN OUT DETAIL �, * epteEETNmber , � ,,,, SHEET NU NTS �ccOF2 \N�0 - NE REVISIONS: 18'-0"MAX. C,to C. FLOW Y �.. GRADE , " m 50'MIN. _ a < �- BUT SUFFICIENT TO KEEP `�.J( • Lu SEDIMENT ON SITE / ,I yr 44 � .o V W "Z__ HAYBAILAND/OR t+ J yr /1 + 6"MIN SILT FENCING YP 1 > SLOPE 4" VERTICAL o O� ��O FACE PERSPECTIVE VIEW A A BEDDING DETAIL �W D z 0, .. ,..,.. a °- 36" MINIMUM 2 x 2 ANGLE FIRST STAKE TOWARD �c� ��s o= FENCE POST PREVIOUSLY LAID BALE. Q. a =v `3 o WOVEN WIRE FENCE FLOW \ZcONSTRUCT (6x6 - 10/10 WWF) Z_ W 3/44"ONE BILLEEND OR N.Y.STATE UD .O T.APPROVED RNDATION OF .C.A. FILTER CLOTH FILL TOIB"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. _ C) N AOPF Q F~-1 PLAN VIEW EMBED FILTER CLOTH GRADE BOUND HAY BALES W MIN. 6" INTO GROUND z PLACED ON CONTOUR W A � W 2 RE-BARS: STEEL PICKETS OR a COO NOTE: 2" x 2"STAKES 1.5' to 2' IN GROUND. O EXISTING GRADE MAXIMUM DRAINAGE AREA ROAD 1/2 ACRE 100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF a/ / HAY BALES.ALES. CONSTRUCTION ENTRANCE•FOUNDATION OF COMPACTED 3/4"STONE BLEND OR NYSTATE DOTAPPROVED RCA HAY BAIL AND/OR ACHO� AV DETAIL SILT FENCING EEL a CROSS SECTION SILT FENCE DETAILS OR STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE w x • � H O z °. Q � 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB W 24" DIAMETER U w 2" ASPHALT ROAD SURFACE ON 4" CAST IRON IINLET W p COMPACTED RCA BLEND. GRATE& FRAME � � TYPICAL x C E o _ N � PRECAST CONCRETE CHIMNEY 00 V I I I „• Q Lu cn QJ u x ® ® 0 " � 0 ® ® ® ® P, 18"TRAFFIC (BEARING O `'' x o ® ® ® ® ® DRAINAGE PAPE.TYPICAL Z w Lf) v 0 00 cut ® ® ® ® 10' DIAMETER x 4' DEEP Ln U L" PRECAST CCANCRETEN vca v ® ® LEACHING DING. 0 w v 11 I 1 I r„ �I ' I I ILI �• 1.1.111 VII Ifin C W VIIICLEAN SAND & o GRAVEL FILL. U N GROUND O WATER 2'-0"Min. 10'-0" Diameter 2'-0"Min. CLEAN SAND& GRAVEL FILL.. N �G Typical S0,) Leaching �,�FtED qRc G� ,N IN _ ��0 �1 DRAWN: MH/MS k- N SCALE: 1/4"=1'-0" * JOB#: �'A `"/ September 19,2017 "9 X2. �Q" SHEET NUMBER: FOF NE�� S-2 REVISIONS: H ^ H 0 - - - - - - - - - - - - - - - - - - - - - Hill I z , O o a o 11111111LU Ll 11 1 1 -i- i-_ kr o Lu Jill I 11 H , i I I rL4 - - - - - - - � H PROPOSED NORTH ELEVATION z o SCALE: 1/4" = 1' w �' � Q � yup o � x INII - N v — _ rn o _ M4 O � X u c T Xcu O � � wU v P Lou N Q) � W [E= =1 p, r 1 }± H _ C. !1 I'il7li -1 t {Ijt { r O O e ( f+ ! + } rl } {{ co it —- - — T PROPOSED WEST ELEVATION �J SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" * JOB#: September 12,2017 02 339 0 SHEET NUMBER: Or NE�� REVISIONS: W W HO w � AW - - - - O W W O � ?-1 rCIDt t I tr t ;i # k1` o PHI , 0 PROPOSED SOUTH ELEVATION Q o W SCALE: 1/4" - P ' O A ' U U � o N v X C7�, ca ( O 4+ r+ � w E .x � V L0 U C, v v N � W W FTIFIJ 1-1 FIFT] ❑ [1[1[1 o DFIE] [IF DDF] F ' ❑ ❑ . F1HLJ o SMN -- -- - --- - cV PROPOSED EAST ELEVATION SCALE: 1/4" = P �y���EDAR�ti IN LG � DRAWN: MH/MS n SCALE: 1/4"=1'-0" JOB#: N `' }� September 12,2017 -9T 0 -339 SHEET NUMBER: Of � F NE � A-2 REVISIONS: r — — — — — — — — — — — — — — — PATIO x/\x/\i\\\i\\\ o' SOIL CONDITIONS ASSUME SAND AND GRAVEL t B °. BACKFILL TOE PRIOR TO BACKFILLING BEHIND WALL' 540-090 3"CLEAR ° CONCRETE:4000 PSI,STEEL:60 KSI I (EYP) °• %\j/\\//\\//\%\ I r f, , n , „ r rr ,r "— » �\/�\/\\/ —4 7 —0 1 —0 3 —9�/2 25'-101h 15 0 45 BARS @/X ' 12"OC ew \\% VERIFY STEP RISE w/GRADE TO TOP I I " ----t)F OF -AND. S� 5- EQUI --------------------------- °• \`jj\/ �t --_ -a---------- --- PA AD1U A R RED , I 16"PC WALL �- j\/\j\j I I 1 p d , ° o • d p d , ° o + d p , ° p + d p d . ° o ' 1 STEPFOOTIN • • ....................... .....X\//\/` 3"CLEAR\ ............... D ' 1 �\/x,\/ I ------------ AT PORCH-------- i 4 4 STEPS 4 ° \� \` \�\j ------------ - ---------------------- -- ---------------------- ° -------------------- ---------------------- 3'-6"SPLICE "0 eDva n. . n• d p•d . oI . dd p e n• p n D n• D o D n D ---------d5BAR5@6"OC - ---------------------------------------------------------- n•� p 1 ------------------------------ I• 1 I • I I I I j\jj\j\E \//�2-Q,/ °• //�3-O"///•\/ I ' H�4 Ve I I C I I 1 ,. / "6W 0 HOT TUB SCREENED PORCH 1 VERIFY DIMS AND SPECS I w/INSTALLER. 1 " 1, ' ' I I I ACCESS AND RETAINING WALL 38 —0 Dco °;. 41'-0" 4a •° of TO BE DETERMINED IN FIELD d ' J CONC.RAMP w/CATCH BASIN 00 4 D • d D ° n - �' ' 41'-0" 1 a 1 `- . . I I I 1 TO CONNECT TO DP v STEP FOOTING AS REQ. O_ ; 4° ;-----------------; •pv, AT FOUNDATION _ RAISED PATIO 1 ' I Q a I I I "- ------------------- ---- -------- --------- ---------I--1- -i- -------------------+-.r--�---- I I ' ACCESS 1 p ' ' I ' I C I I ' -- C +• d pa +- 8'0" pa• Da D` . . . . a 4 ♦1, 1 ------------- -- D r----------------------------------- • i ------------------------- -----------------(3)1-3/ 14 ML FLUSH BEAM ,11111 i ; °+ i to i C i 13'-8" 11111 • , I I ---11111 , t, I I , ° , I �' I O O I ° I nnl t ' I i a i i • i F� 11111 I • ° ' _1 1 -------------------------------------- - E I 11111 I � -- -----�--�-------------------------------------- ---------------------- v l V w 1111, , p I t4r , 3 reQ11111 13'-111/4" � v' ° ' " ° v + A • v• ° v •Z2 —4/4 II n -- . . d pa d . • o • .. � d D4. d . • , • d4fdppdDa -----' T�__________________________________________________ , "_______--_-_-_____--_____--_____________________ O1ID" vV ( ' 111I � III 11111 `__ -_' `________' O� 1 1111 1II � '1 Q ^ 11111 111 LCL), a i + III 11 111 , " (P' D 1 „ m 11111 (2)1-3/4X14 ML FLUSH BEAM ,It V 1 e• I - .= I I(Tr - -- - — - — - — - — - — - — - - - J IIIII III ,"� I 1 O QI I I 1 °v• I I O I o 11111 INSTALL 5/8"TYPE-X FIRE RATED ' O II111 , I ^ I by I L+r—On V , 11111 , SHEETROCK ON WALLS AND I 11111 ' CEILING AND(2)LAYERS AT 11' x 00 D•+ __ _ Hill EXPOSED GIRDER PER CODE. iii ren ` v 4 v '. 1 1 1 148"X48'X 2ECONC.FTG. iTi ° 1 4" ---------------- ------------- --- 1 4 nH1 1(4)#5 REBAR EACH WAY ' I Hill I � 1 -------------' ' i iiiii i 5X5X1/4STEEL COLUMN ' ii1 ' cV w d ' d --- 48"X48"X12"CONC.FTG.i 1 I I 11111 (4)#5 REBAR EACH WAY' n ' 00 n � 11111 ' I I N d 1 �• nil •---- ;T a---' Lr O 00 5/8"MOISTURE-RESISTANT N i �° 1 I d H 111 14"T11560 WOOD-1 F1 rc " 111 V " , ' 00 VERIFY STEP RISE w/GRADE TO TbP 1 I p 00 11111 111 -, SHEETROCK v' W p • I � n 1111, 111 � I a 1 !r'�1 OF PATIO AND ADJUST AS REQUIE a• , ^ n n 1 I 'a D - •r � X 11111 � I _ H I I , i d r----�- p I M 11111 1111 X i • I Fz-I I I I �� " I . I a 1 I p I v iiiii 1'�'III� e- (] , I l l t l 11111•. ' 1 O c i v STOOP .v Hill 45 MIN.FIRE R 1"11 d i ' W I__lini---; w/SC HINGES AND STEEL, - u1 --; ' I C . I o 1 4 p 1 JAMB PER CODE - 5X5X1/4 STEEL COLUMN ' ' H`I ------------------ ---------------- �11'{ -�- 48"X48"X12"CONC.FTG. i w •,p _ ° [lilt ' (4)#5 REBAR EACH WAY O _ _ V e p •. o v •°4 p . v -7-7, p ° . . v e • vo°4• D •. o.. v zj a • vQ 4• v "r e. D -T-- ---------- ----------- ---------- I -- o o .o o .v e i I i I i a 11 . ---- ---- 3 -_=--'----- I 1 1 1 1 1 I I , a I W r-------- ------------ - ---------------------------------------------------------- 1 a I ' ,a 1 1 (4) 1-_3/4_X11-7_/8__M_L_GIR_D_ER (4)1-3/4X11-7/8 ML GIRDER - 4)1_3/4X11 7/8 ML GIRDER _ (�1 1-3/4X11-7/8 ML GIRDER I _' s• U I1 L L-----____--L--------------J-----__-- - _ --1"-----___ _-L----__--------- ,_ 1 _ 1 I 1 d ------ - 4 I " ' I I I ' ' O -T-- 9'-01/4" •----- ---- 9'—Z" ----- ----- 91-2N ----- --- 9'-01/2" - a 1 1 . ----------- t --------- ' I I In I 1 i °0 1 I , I I , � I I °�• 1 � I j� •a 2X6 WALL w/ O ------------ --- -------- 24"X12"FTG. i ,•° I I " 1 4 --- -------zy , I LO I I \ I D I '• 5/8"MOISTURE-RESISTANT D ' - -- --- - i SHEETROCK IN 4 I I � I I I I I \ C O m c-I I I I �E.D tI� x ^^ V I I , D SbLID-C RE DOOR w/ EV IN y Pa To o cy) r, WEATHER RIPPING a I d i ' '° UP DOOR EEP i i \ yy NA 0 x 0 _ � A 4 ,s' WALL GARAGE 1 a . '� �" I I ' 1 1 °v 1 O 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC ' ' ' 1 ' A �,', I . . . .. I +a I I p C ' OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO ' - c • v _°4• v i. n:• v e v L;°4• 1 p °• co J ' OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" , d "I i i 10 m . ' --�- - ------------------------------------------------------------------- --' ° RS u ' ' I DOWN AT DOOR OPENINGS.#5VERTICLEREBARTOBE - s -i- -------------------------" 4 , `C�t--- ---- D �� c''�339 0 '9 �- INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. v ' i 'o ° ° ° - ° i OF N EW�GQ- to U m +��+ 1 I I� 1 I .V v • p 4 p . v • p 4 p �. v . p 4 p �. ' v . p 4 p . v a • p 4 p "• , n' 4 . nV C .4 . n� .D . .. Cn ' 1 I N �G1 II _________________________________•____T _ T___ ____�____________________ 1 I n• I D I 0p 111 lo"WLL..° PORCH , a , ,r , n f-0 6 —10 —0 10'-71/2" — �' 1).10"THICK POURED CONCRETE FOUNDATION,4000 psi.HEIGHT AT 9'-0". EXTERI NS BE DAMPPROOFED I 1 1 •I ' • F 171,•° REIDENOTIAOLCODEWTHOABITUOMINOUS ORIORCAS PER N.Y.S. FLOOR PITCH .APPLY 2-3/8"(R10)1/8:12 p ' WARM-N-DRI INSULATION BOARDS TO EX 1-800-379-2768) O i C _- 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. ° , 5 ; FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON U ............ D - D " UNDISTURBED SOIL(MINIMUM 4000#CAPACITY).BOTTOM OF FOOTING TO O0 ' ~ ' VERIFY STEP RISE w/GRADE TO TOP BE MINIMUM 3'BELOW GRADE(STEP FOOTING AS REQUIRED). p v c v - 4 i"I OF PATIO AND ADJUST AS REQUIRED ' --- 3).INSTALL APPROVED PERIMITER DRAIN PIPE AT FOOTINGS AND INSTALLED PER -------- p 1 I I •. , R405 NYS CODE. I 4 a I 10'-81/2' N 1 1 ; 4• 4).FOUNDATION SLAB TO BE 4"THICK,3500 si CONCRETE ON COMPACTED FILL. H 23'-51/2" INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING ' 1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 4v ' REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 1 ' B JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE (� c ; THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL d 4 _____�1y�p{�_______________________________ ' ° ; SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO x 1 -------- --------- ----------------------- ID ' v c • „ v . v a • !".'I- v . e • v 4 v . - a • v a v . - c • v 4 . MORE THAN I6 FEET. I ` --•--------------------------------------------- _' Icy --------------------------------'-----"-------- 5).PROVIDE 2X6ACQSILL PLATE UNLESS OTHERWISE INOTED.SILL PLATE 70BE 32'-0" 10'-0" 31'—O" INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 73P-01$ INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A je MINIMUM 7"IMBEDMENT INTO THE CONCRETE,EACH ANCHOR BOLT TO s BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. A 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. DRAWN: MH/MS PROPOSED FLOOR PLAN 5 E PROJECT NORTH 8).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL SCALE: 1/4"=1'-0" SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM 101575, JOB#: i i 1/2' SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I September 12,2017 SCALE. 1/4" - V JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD p N TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). SHEET NUMBER: 9).ADJUST FOUNDATION THICKNESS FOR SHELF TO BE USED TO SUPPORT PATIO, PORCH,STOOP.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY.SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE w/6X6 10/10 — WMM OVER#4 REBAR(5)2'OC EW.BLUESTONE TO BE INSTALLED OVER SLAB. A3 REVISIONS: IB C 25'-0" 39'-0" 15' -0" 7-1/4 L HEAD�P 1 ' 1 1 , 1 1 1 1 1 , 1 ' , I I \ cD 1 ATHEDRAL CLG., HOT , „ rK 9'6'"PLy}G.TT. TUB 79 —O r , ex 1 , 38' O" 41'-0" uj W W o Cp 1 1 1 Co x , 1 x io N 1 1 N r 6'-93/4.. W-33/4" 14'-81/2" , „ „ , „ , f, , „ v , ' „ ' , u ,. 8 -2 5'-53/8 7 -55/a 7 -55/a 8 -07/a 6 -01/2 6 -6 1 , \ / CXI35 \ / ♦ I I I � ♦ � 1 1 1 CXW14-3 I ♦ C'6U135 1 (ATTIC) 1 1 CXW16-3 / ♦ ; 1 I 711 (3)1-3/4X117/8^MLHE ER (3 2X HD . + (3)2X10 R. I ' F I 1 1 H I ® H 4 In _ 10 1 1 a O W m 1 1 X, ------------ ------ E O a _ N O , 9'-61/2" eG 12'-9' --- 1 4" �, CX462 ♦♦ FR40 OVER / CXVJi 2 `♦ FW031611AR i G536 i 122'-81/2" Q m = , �i W SAFE 0 MASTER BATH x ® � C m N x --- N TILE TO CEILING THROUGHOUT 1" ; / %%% (3)2 3)113 9-1/{2 ML E►ADER (3)2X8 HDR. �' (3)2X8 HDR. i (',�m I N oyo CURBLESS x < 1 : I 1 ' F•--1 t7 Q N w " 'N Be1. AL AM I W TRAY CEILI G OL M , , , Vl 11'-8"CLG. T. ' r ;' ^ O 3' 2" 6'_1" r� � 1 1 n I O Ln �. o O a Lo RRS Fm_ @ STORAGE ------ - CARNETS , i------ ^ ; ; @ I OO 2'-93/4' ���p� � ��� `� KITCHEN ' WALK I I V O 00 1 Z w 1 W ' 1 I �. \ 1 �J � I I m x ' I 1 M I W m 6'-0" 61_11 ,1�y1 D 6'-1,1 00 6" 0" 1 v II = N �^ I I— , I , @ .. 11 x I� ' �- 1 ' ' 1 1 J I I N M = 1 --------- --- --------- -� 1 1 1 L- � @ QII O y N x I I -N ' , O O W I. I � N n, Lo I , I I M LNDRY. ------------ - I 1 41 CATHEDRAL CLG. 7 i 16'-6"CLG.HT. i, MATCH OWNER O2' 3/a" 3'11'/z" 2'93/a" I ; \ ;I DOORS(VIF) D I - (3)2X10 DF#2 1 f1 T -.9 12'-91/22'r T o 14'- 3 1 N z MUD ROOM X -X � I ; 1 ; N O o NI RRS NI � x HALLWAY M � I , o is /2X10 DF#2 CJ @j6"OC_ y P W N `Y r � _ I .m-. 1 I O O N ' I ' 1 m m 'n - -- - - - - • � - - - - - - - /2X10 DF#2C) na.16"oe 10'-oft 1 ' 24'-611 1. 5'-9" Lo Co (3)2X10 DF#2 ' k N Tl 2'113/a" 5 1X5 1/4 1 4 M Q rW7i _--_--_-- BUILD WALL UP TO ROOF , BUILD WALL UP TO ROOF ,I WET M O 1.8e P'ARALLA 5 1/4X5-1/4 (3 2X8 HDR. AT CATHEDRAL AREA 1 ; AT CATHEDRAL AREA i• BAR N CABINETS/SHELVING - COLUMN 1 T-0„ ,L O GENERAL LO( Z 1.8ePARALLAM 4 mi .FIRE RATED crrrr-==--- -------j-- - __— COLUMN DOOR /STEEL J - V (3)91-1/2 ML HEADER - N PROPANE,A/C W O ---------------------- & CHING ----"" - Z (3)9-1/2/ ML HEA (VERIFY INFIEL U 12 DER I ------ ------------------- Ln In ------------------- O 5'7,�" N I iv 5'-71/z" ►r' _ a t') O Lu Lo W 1 2'"93/4" r` Jl 7-7 O - --_ - Co v -- ------ FNTRY r,) m ' I - -------- I z �9_ 6' -11/2" 11'-6/2" a N 6'-1" 11' 61/2" ao N o z SARA � it) x �,� N 4 () --------------------------- 11'-93/4"CEILING HT. 1 iD y E 1/2 WALLIn 0 \ N � 0 BFDROOM # 1 BF_DROOM # 2 b x o O -----------------------------+ ALTERNATIVE STRUCTURE AT GARAGE: , ° CHANGE:JOISTS TO 14"TJ1230 @16"OC , 3 8 HIEADE INSTALL:(4)1-3/4X14 ML GIRDER BETWEEN OH DOORS wIN. x ] Em tt Lr) Lo INSTALL:6X6X1/4 STEEL COLUMN,CENTERED 0 U 1 FOOTING:3'XTXI'.REINFORCED w/(3)#5 EACH WAY -1/4XS-1/4 = 1.8 PARALLAM 1/2-3/0-1/2X8/0 LH ENTRYCt p COLUMN (3)2X8 HEADER 3 2X8 HDR. (3)2X8 HEADER40 \ TW3046-2 _jI EMPERED TW3046-2 U ,� v 1 � � AW31 S On 5'-5" 4'-7" W-2-3/4" 9 -31/4^ ' 99-31/491 6 -23/4 cv � � v 1 - o W' x , p w , 12X12 FG COLUMN PORCH 4 , „ M' 1 w/6X6 ACQ POST 41 —0 o = ' o (2)1-3/4X9-1/2 ML GIRDER 2)1-3/4X9.1/2 ML GIRDERX v I , \ + --------------------- -- -- W Emil, 23'-51/2" 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED INFIELD WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, V C MANUFACTURE'S INSTRUCTIONS. 250#CAPACITY. I O, O t NAME: TOTAL: 2j.ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).1NSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R49,EXT. � INTERIOR DOOR SLABS(EXCEPT AT PANTRY) WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 I , 3).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. TO BE SUPPLIED BY OWNER. CONDITIONED SPACE: 2346.7 SQ.FT. GC TO PREHANG DOORS w/BALL-BEARING 11).ALL WALLS AND CEILINGS TO B E PROVIDED WITH 5/8"SHEETROCK. ' 5/8"TYPE-X FIRE RATED SHEETROCK HINGES,1"JAMBS(GARAGE;STEEL JAMB 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT N i SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ON WALLS AND CEILING GARAGE: 1042.7 SQ.FT. H w/SELF-CLOSING HINGES 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. AREAS. SCREENED PORCH: 240.0 SQ.FT. OWNER DOORS: 6j.PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. WORK BENCH8'TALL: UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK (3)1-3/09-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER FRONT PORCH: 160.0 SQ. FT. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 16-33 3/4",4-23 3/4" SIDE FOR MICROLAM HEADERS. W3056-2 TW2836 TW3056-2 1-334FE RATED DECK: 655.0 SQ.FT. 5 / "FIR14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS T ►moi 7)•INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS OTHERWISE NOTED..TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. (ATTIC) (V5 /4" IR MIN.) �+ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. fid' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 8'—Opp 16'-0" 8'-0f' PRO POSED FLOOR PLANPER CODE. 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 10 e i i E PROJECT N0RTH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE = It APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 32'-0" SCALE. 1/4t� N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. REDA�'C A ���1 �-1 DRAWN: MH/MS N SCALE: 1/4"=1'-0" (P * JOB#: 02 �°��— September 12,2017 $33g OQ' SHEET NUMBER: �FNE�N� A-4 REVISIONS: C 16"OH (TYP) ' ---------------- --- -------------------- - - 5-1/4X5-1/4 -------------------5-1/4X5-1/4 ' i lBePAfTAIGKNI--------------------- COLUMN 1 12 2X10 RR 0,16"0C Q ; 1 I , 1 A , I 1 , LLt I I - ------------ B t---------------------- ______________=====1=j 16 OH(TYP) �� - „ ---- ---- ---- ------------------------, ------------------------- --, ----------------------------------------- t _______-____________________=====n i r--- � I i 11 i 5-1/4X5-1/4 , i $ I ' 4-4 2 i t I I ' I 1.8e PARALLAM C) CE COLUMN i 1 I I DBL 2X10 DF#2 RR @16"OC it ----f=l=-= _______________ _--------------�. � i --- - � -- --------------------------- ---------------------------------- 5-1/4X5-1/4_ __ _ __ _ ______ _ ___________ _____ AO `-1- 1.8e PARALLAM COLUMN5-1/4X5 i/42X12 RIDGEr12 1.8ePARALLAM ------ --- --------------- wCOLUMN ' ,y' 12 0 g' ' - --- —i -------- XI I I � ' L------------ -CY ' !0 , 1 - A=====----==== -y A JP�� ��, ' ' : CRICKET !� I oc , /a i ' , 9T _2 q4 LAYOVER PLATE , L ........... __________ _________ I ___ ________________ I I --------------- -- : 1 0 Cn W I , CUPOLA TO BE FRAMED WI'1 I'i1-�IN ROOF.STRUCTURAL ' ' ' ' ' 0 1 i O I I � I 1 I ' 1 =-- --- ---------------------- --------------------------- ______=i ' ' ^ O I ' BEAMS TO RUN THROUGH ------- -- - ---------'----------------- -- - - - - -- ------ - - _ - _ �- ----------2XIZLA-YOVERPLATE I,,, � i ' O Z Q ' I ' .AS SHOWN -- " ------------------- ------ --------- --, `------- --------,------------------------' r -------------------------- w ---- _. tv ------------------------ D i AW 51-21 I ; " /2X10 RR C-_16"OC CNt ; 1 11 __ t- --------------------------- ---------i ' C14 � I '= ^ I - 1-3/4X14 ML RIDGE , 1-3/4X14 ML RIDGE i I I 10I -----------------------------------Q ---- -- - -------------------------' II I --------------------- --- ------------ - --------------------- ----------------- -- --- ------------------------------- I 1 ' I I I ' --r=______ -------------------------------------- ------------------------- ---------- I I ----------------- ------- ---- -------- ---------------- ----------------- --------------------I 5-1/4X51 AW2 1 2 ' 1.8e PARALLA I 5-1/4X5-1/4 COLUMN 1.8e PARALLAM i ' , i i , i ________________; L I I I F-Ijf 12 ' i----------------- 4 � O Cr .0 U `---------- ' ( I I I ' ' I X � ^ v !J ' _ -] 2X12 LAYOVER PLATE ' i i FA al In � O `' / DBL-2X10 DF#2 RR X16"OC I O I2. u LL m d Ln y I I I I I I I I ' I 4� --z L j l , 1 I I I I I Q ' I I ------ I I I I I 1 I ' I cz u Cf) V) i0 i aL ♦ II, 1 I I 1 I I I 1 v CIO ~ I ' Lu ' --- ------------c - ' I I I I I v I 0 � , ------ I I N Sr 4 .o i I 5.1/4X5-1/4 ; , I I I I i 1 O W J ' 1.8e PARALLAM COLUMN ' ' ' ' `----------------------------------' ' R" ----------------------------------J `---- ------------ I IIX II `--------------------------------------,--- --------------------------------------------------- I 12 ; 16 OH(TYP) cc CN I I ' � 12 V Q I I I O I '---- -------------------------------------------------------------- ; cn ---------------------------------------------------- / DRI 2X10 DF#2 RR(@16"OC Bj 1).INSTALL 2X8 DF#2 COLLAR TIES AT 48"O.C. (16"OC AT GARAGE SIDE) 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!]!SHEATHING U) OR AS SHOWN ON PLANS. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. x UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 i i I �r E12111110 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS Q' GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 9).PROVIDE CEDAR ROOF No.1 GRADE,3/4"BUTT THICK(CERTI-LAST'"'PRESSURE , __ ---------------- -------------- ---- __________________________________________________� ; (►v1AX.10'OC)ANDINTERSECTING WALLS,LOAD-BEARING WALLS, IMPREGNATED).INSTALL OVER CEDAR BREATHER AS RECCOMENDED BY _______________________________________________- FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. CEDAR BUREAU ROOF MANUAL `----------------------------------------------- PER CODE. 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 4).APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �5'C�RED 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO �('j DIRECTLY TO THE DECK ALONG EAVES. CONCEAL VENT. C / 4z �. y�y m DRAWN: MH/MS 6).USE ICE&WATER BARRIER UNDERLAYMENT. 11).GUTTERS,DOWNSPOUTS, DRYWELLS TO BE INSTALLED AS REQUIRED. SCALE: 1/4"=1'-0" 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS r A J JOB#: A WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER.COPPER FLASHING �— . - September 12,2017 ` ^°�—�✓ SHEET NUMBER: X22339 Q� �FNEW�O A-5 REVISIONS: - - - - - 12 L i 6"0 in 1-3/4X14 ML RIDGE 1-3/014 ML RIDGE DBL.2X8 2X10 DF#2 5-1/4X5-1/4 2X10 DF#2 RR @16' C t.Se PARALLAM RR @16"O O COLUMN I o 1 o 0 � � r LLL iii III III III III III 111 .11 111 ll� .11 111 2X6 PLATE ,L 14"TJ1560 WOOD-1 @12"OC 11-3/4"h KNEE WALL GARAGE 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING 2X10 DJ @16"OC ^ FIF]-1 Fln ❑❑❑ 0:1 r-1-1 FTI❑ ------ MASTER BATH o nFTl F101-1 ❑❑❑ FIFIF] RF]E1 E]EIF] WALK-IN CLOSET I Q CD D: W z I o � O^ 3/4"SUBFLOOR O 14"TJ1560 FJ@16"OC HOT TUB Ll Hu 'l d __4j (4) 1-3/4X11-7/8 ML GIRDER . I � I I I • 8"PC WALL — _ — •,.. I. . . d . d. . . d . I. . , I , I. .. . e . e. .. • e . e. .• . d . e. . . I . d. . . • . e, ,.P, •., •,,1,.14 `,C e •• 2X6 ACQ SILL PLATE °.4� b;•;,Se BLUESTONE OVER CONC.SLAB,REINFORCED, TERMITE SHIELD o, 4"CONC.STAB,REINFORCED OVER COMPACTED GRAVEL o„1,.o •`0 Lo..•a ON 6”GRAVEL,COMPACTED SOIL. SILL SEAL .� 8"PC WALL •p•:,° ' o, O e' •�n,•► ,,•►j,e, • 'wq;• q;•�re.• •. 4"CONC.SHELF — 16"X8"CONC.FTG. o} �'� 5X5X1/4 •'>•�:• 16"X8"FTG. 10"PC WALL (2)#5 REBAR ; • 'b;; 24"X12"CONC. TUBE STEEL °:•,p o i BUMPOUT COLUMN •,o'►•.a AT GIRDER •.e�,�o, ►e7q i. q r.�►a• w a,,/ •a •e Ia,,e p a.► 4"CONC.SLAB e. a e. a e. -• e a. • a, a e. ' ,. v,.••,y n e p o•..•,y o,..•,or o DRAIN PIPING PER 'v� p'v•• .Y Oe.•►o, �•ve• ► •v{ e•v►• • O R405 NYS CODE(TYP) O 24"X12"CONC.FTG. 48"X48"X12" O W '' (3)#5 REBAR CONC. FTG. (4)#5 REBAR em. Q O " SECTION A-A z BLUESTONE, BRICK GALE: 1 4 = 1 a OR PAVERS S " '/ ►� a #4 EPDXY COATED REBAR 24"OC EACH WAY A , SLAB 6X6 10/10 WMM 0 HAUNCH 4,*.,A-, �� - • � _------ r - 4" CONIC. SLAB <11 a o 0 0 0 0 0 0 0 0 o Oo 0 0 C;' 1-3/4X14 �,- ML RIDGE CD a vCr6n GRAVEL ,0 12n�sNSE o D ( 2X6 COLLAR TIES 48 OC QQ L Q — Gd�6.00 ; o � CONCRETE L o I I I I I I I I I I I I I 2X12 LAYOVER PLATE 0�2 ATTIC �+ w CCS x SHELF o ALL FILL BENEATH CONCRETE SLABS TO BE D 12 (3)1-3/4X16 MLR1DGE m p o COMPACTED TO 95% RELATIVE DENSITY p Q 2X�QF#2 SG Lo V °� o . iASTM D-689. COMPACTION TEST AS NECESSARY. WALL ABOVE CJ 2X10�DF#2n kATDRLw 11 C41G �TENTRd RR@6OCi c 2X10 DF#2 CJ @16"OC w 2X6 CJ 16"OC (3)1-3/4X9-1/2 LIVING DINING STONE PATIO DETAIL M 1-3/4X9-1/2 ML FLUSH BEAM ' ' ML GIRDER i i (BOXED 1N) � w SCALE: _ � � O�� ' ' ENTRY - %� ' ' 12X12 FG ' �� I U COLUMN PORCH © C O 3'h RAILING 6X6 ACQ i POSTEL '. N 3/4"SUBFLOOR O HOT TUB _ _ _ _ �,� _ _� __ o_ �_ °,� ) + 14"TJI560 WOOD•I F1 @16"OC 'a.�• ° '•o (4)1-3/4X11-7/8 ° • — _ _ _ — ML GIRDER 8"PC WALL 0.-t BLUESTONE OVER CONC. __' ,� 2X6 LL :o, BLUESTONE OVER CONC.SLAB,REINFORCED, ,•• g"PC WALL •e• •• SLAB,REINFORCED,ON �v.. . __ ' ' SIL AL •off: ON 6"GRAVEL,COMPACTED SOIL. • e�''.,e�' "GRAVEL,COMPACTED SOIL 4;• �. ; � TER SHIELD A�• ,, I 16"X8"FTG. ,'' �--' ' ' ; 4"CONC.SHELF 16"X8"FTG. — - - — 4"CONC.SHELF ;�•' c' ' ' •`• REDq .-- ' ' � 1 � toa;o ��'F'�Ev vIN 10"CONC.WAL DAMPPROOF •' + ' 4"CONC.SLAB •• I e. . e e. . • e. • I e. . e I. . d e. . I d. •• ` 'o••.•�' �. ..� > d DRAIN PIPING PER ,* �° to, DRAWN: MH/MS 0 : 1 '{ SCALE: 1/4"=1'-0" •___________ v 0 R405NYSCODE(YP) ' N JOB#: 24"X12"FTG. �� ' (3)#5 REBAR d � September 12,2017 O SECTION B-B ��oF 33��o�- SHEET NUMBER: NE SCALE: 1/4" = 1' A-6 REVISIONS: 1-3/4X14 ML RIDGE 12 2X6 COLLAR TIES 48"OC AGO RSP! (2)1-3/4X14 ML RIDGE Ci ATTIC 12 5-1/4X5-1/4 r� 1.8e PARALLAM V COLUMN 2X10 DF#2 �I RR @16"OC BUILD WALL 2X10 DF#2 CJ @16"OC i DBL.2X10 DF#2 CJ @16"OC YP TO ROOF SCREENED PORCH 4 fi t4r f CD BEDROOM No. 2 o, 0 cn ? } ' I� WET BARI.. KITCHEN i( } +!t Q U i $ - } rpt- �fi � � O 3/4"SUBFLOOR J i 4"TJ1560 WOOD-1 FJ @ 16"OC O w 4 1-3/4X11-7/8 _ BLUESTONE OVER CONC.SLAB,REINFORCED, g"PC WALL O �••� °. ML GIRDER ON 6"GRAVEL,COMPACTED SOIL. ;, p qo , 4;• I 4"CONC.SHELF 16"X8"FTG. O ♦ 5X5Xi/4 STEEL COLUMN 4. . 10"PC WALL d `, •►�;�. DAMPPROOF a- ` O ° . . 4"CONC.SLAB .�•.. DRAIN PIPING PER • „ , „ e .• • a• • e •• a .• • •• . •. a .. a .• R405 NYS CODE(TYP) 24"X12"CONC.FTG. 48"X48"X12"CONC.FTG. (3)#5 REBAR (4)#5 REBAR EACH WAY °zo Q w � SECTION C-C t2 SCALE: 1/4" = 1' Q Q 210 V 6"C) a O O I � O �O ' 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE ' 1-3/4X14, 1 (3)1-3/ X16 ML RIDGE 2X10 D #2 ML RIDGE _ 2X8 @16"OC RR @16' DBL UP AT 2X6 COLLAR TIES @48"OC o -- CUPOLA 2X8 @16"OC II� M 4 � o 12 �6°OG 0�(2 DOUBLE 2X10 DF#2 X C� RR 16"OC �o I, M o 6 R,p@, F�ti�� UP O 6^OC Qf 116 ATTIC o 8 00 2 0 � 3/4"SUBFLOOR 2X10 DF#2 C1 @16"OC (3)13/4X9.1/2 ML I — - - — cfl - LIVING / DINING to w/(2)5/8"STEEL DBL.2X10 DF#2 CJ @16"OC N v v HALLWAY w MUDROOM PANTRY V IL' 0 jI3/4"SUBFLOOR 3/4"SUBFLOOR �" '� — - 4— 14"TJ1560 WOOD-1 F1 @16-OC N - - - - . a •° 14"TJ1560 WOOD-1 FJ @16"OC �• � •'••�; (4)1-3/4X14 (4 1-3/4X14 q•. V � ) O 8"PC WALL '�r •pML GIRDER ML GIRDER — _ _ — ` a:,o• 5X5Xi/4 5X5X1/4 a 16"X8"FTG. TUBE STEEL TUBE STEEL COLUMN COLUMN 'e �• .°... r—� , �• 41 10"PC WALL DAMPPROOF 4"CONC.SHELF °• ' .• :5 4"CONC.SLAB A• • • 4"CONC.SLAB DRAIN PIPING PER •'•' e Y .. •d —p :e Y: o.•' .d e f•v�• . - - - - _RE D q R405 NYS CODE(TYP) 0 ' ,.d o•.ae'•-► v1•vs• ' o•..s 1 v.• ••'°'p O C> R •1� •'4 t �Ev I N s� C,S�� �•v1• •Q . va v 48"X48"X12"CONC. FTG. 48"X48"X12"CONC.FTG. 24"X12"CONC.FTG. E- (C� (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (3)#5 REBAR i 7 (� DRAWN: M1//MS `I SCALE: 114"=1'-0" r I N JOB#: SECTION D—D. � _ �, September 12,2017 -y�, 0 2h9 ��• SHEET NUMBER: - SCALE: 1/4" = 1' �°F NE��� A-7 REVISIONS: (3)1-3/4X16 ML RIDGE 1-3/4X14 ML RIDGE 12 2X8 COLLAR TIES 16-OC 12 Off, 2X8 16"OC N CRICKET C, (2)1-3/4X14 ATTIC -8" ��6"O CRICKET ML RIDGE �Q' 2X12 RIDGE O �1pO� ti I� 2 2X10 DF#2 CJ @16"OC ; I � N I DBL 2X10 RR @16"OC 2X10 DF#2 C1 @16"Oc LIVING / DINING IN I 2X10 @16"OC (3) 1-3/4X11.7/8 MASTER BEDROOM (3)1-3DBL.2X10 CJ @16"oc ML BEAM /4X9-1/2 ML Z w/(2)5/8"STEEL I-( ' � W 0 00 KITCHEN w O WALK-IN o t 0 Z a CLOSET Li 3 Q O a68M o o u Q OFFICE Q j 3/4"SUBFLOOR \�� 3/4"SUBFLOOR _ _ - _ O (3) 14 ML FLUSH 14'TJ1560 WOOD-1 FJ @I6"OC OVER OPENING _ _ _ _ U A , IN uo 14"TJ1560 WOOD-1 F1 @16"OC • W U (4)1-3/4X14 (4)1-3/4X14 `D O ML GIRDER ML GIRDER 2X6 ACQ SILL PLATE pn w 0 (6)#5 REBAR OVER w/ TERMITE SHIELD STIRRUP @6-OC SILL SEAL 4 a U E-+ SLOPED GRADE _ _ ► _ ,� AT ENTRANCE w d 10"PC WALL W a TO BE REVIEWED Ip DAMPPROOF WITH ARCHITECHT �— D 4 ► ! R J ,I N 4"CONC.SLAB 4"CONC.SLAB ._,CATCH BASII • •. d,� •• • e. ♦ e, e a. • ♦, I e. ♦ e. ♦ A• e e. ♦ e, ♦ e. e e. • e. ♦ e. ♦ e. e e. ♦ ♦. e ♦. e ♦. ♦ e. I •. – VIII ILII VIII ILII II,!D � v• O 24"X12"FTG. ^ M Wo.••,.o" STEP FOOTING (3)#5 REBAR DRYELL TIE I PTO 0 �Dv•�. AS REQUIRED SECTION E DRAIN PIPING PER R405 NYS CODE(TYP) SCALE. 1/4" = 1' M0� W °, PRESCRIPTIVE DESIGN PER R402,2015 IECC: w r� 2" 2- 2- FLOOR SPACE R30 CEILING 49 O Q ' I R-VALUE R-VALUE: ® �2 t ®/ ® ® �z• ° �z "EXCEPTION FLOORS: FENESTRATION r ►-a z IF FRAMING MEMBER IS R19 TOO SMALL U-FACTOR: 030 �R E p W F�'� 1 I SI I/ 11 ® 1/ I 11 I I �l ® I I •• I I GLAZED a O FASTENER TYPE, SPACING 'I I '1 I I /r ' /I I /� I SLAB(HEATED)(2'PERIMIETER): RIO FEN SHCR710N NR '•G. �x7- u � 1�' 1-4 No.8 WOOD-SCREW WITH 1 I / 1 �• � h+1 R45E0 ANCHOR WITH 16°OC 2m.EMBEDMENT LENGTH I ' ( 11 I ` l t FRAMED WALL 0 SKYLIGHT 0.55 r.� --I O No 1B W000-CREWS (�I I 1 , I ( R-VALUE: U-FACTOR: N BASED ANCHOR WITH 16'DC I I 21n.EMBEDMENT LENGTH i I j I I , in, I I ll N 1/an.ula.uGscREw I � I I 1 BASEMENT WALL BASED ANCHOR WITH 16^oc I (CONDITIONED SPACE) 15/19 21n.EMBEDMENT LENGM _ I _ j U j I i I I I I ( R-VALUE: �233g Q- f SHHEATHIEAIHING OF 1/2'APA RATED SHEATHING IPLYWOOD I 1 —GRAD PLYWOOD (ALTERNALTERATNNE7/16"O.S.B.) 1` I` I I t I 1I II I ' ® 1/2'APA RATED SHEATHING I ®LTD PLYWOOD y 3 (ALTER ATIVIV7/16"O.S.B.) I , I FLOOR JOISTS C FASTENER TYPE: SPACING: ' ( 1 ) / / ,,/a 1 V4 cm 110 cs ICI I V4 ,Ia Iva FLOOR SYSTEM ++ 2X9 DFS2 / I I I / I IR 11/4 1 I/4 ST1D5 (SEE FOUNDATION PLAN) m cv � N".B WOOD-SCREW SINK BA.EMBEDMENT MENTLEN 10'OC I ( \ I ( ' W.. IAV. W.. IAV. m � O 1 ! m °W. b 5/8"dia.ANCHOR BOLT o 21n.EMBEDMENT LENGTH w/3X3 SQ.WASHER,NU WINDOW SILL TYPICAL WINDOW OPENING BNo ASE w000-scReAs I /� I sH ER e FA.1. BASE ANCHOR WITH 12'OC ( 1 I f / 1 PANELSPAN EQUAL OR SMALLER 21n.EMBEDMENTLENGTH I I �I I THAN 4 FEET I ( I I I I „vz z 2 @48"OC 4 1Y a, m 0 �^ l/41n.OW.IAGSCREW I ♦.+ xy SASFD ANCHOR WITH 16"OC 11/4 2 I C.O. C.O-I 11/4 I C'O' II,I I! ISI II' ` ( CO I 111111 111111!!IIIIIIIIIIIIIIIIIIIIIIIIII011IIIIIIillllllllllllllllllllllllllllllllll'llllllllllllllllllllllllllllllllllllllll!1!111111 ri X O L4 21n.EMBEDMENT LENGTH _ 1 3 TYPICAL DOOR OPENING 3 I SLOPED GRADE D }}II PANEL SPAN DOOR OPENING MUITIPEEPLYWOODASSEMBLIES FASTENER TYPE. SPACING: GIRDER 4 w (AWAY FROM BLDG.) e ° 2X6 ACQ SILL PLATE � `I-•'I z-2X4DFx26TUDSCONNECTED No 8 TERMITE SHIELD T� AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASEDANCNORWITH a°oc a I ( (OOD-SCREWI 4 RS y Lt) i THAN 6 FEET OR GALVINRED BOLTS W/WASHERS n"EMBEDMENT WITH LENGTH SLOPE"1/4"PER FOOT PITCH TO DRAIN — SILL SEAL Q 00 \ AND NUTS 0 T-0"OC. N".10 WOOD-SCREWS TO APROVED („) TYPICAL MULTIPLE OPENINGS BASEDANCNORW H B"oc TRAP HOUSE TO AP OVER t.D p m p, 21.EMBEDMENT LENGTH Q $•+ PANEL SPAN GREATER THAN 6 FEET PLUMBING SCHEMATIC ( ° 4 tC U 1/41.dla.IAGSCREW �I ++ I.\ .t=♦ AND EQUAL OR SMALLER BASED ANCHOR WITH 16'cc 3/8"X2" p /r RR THAN 8 FEET 21.EMBEDMENT LENGTH N.T.S. LAG SCREWS D D Ln U WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 00 AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) COLUMN ILHFF_I I I ap d N O W WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" D D AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2a 2" ASPHALTUM DAMPROOFING 1, 91.0" c J CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 11-1 MEMBRANE TO GRADE ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR `/z WHAT OPENING IT IS TO COVER. 2 " HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 6 L 12„ 0 W AN 10"POURED I O I CIRETE D FOUNDATION WALL ° ' du u I I I I I 3500ps� O HALF ROUND STEEL FLITCH(S) O PLATEPER PLAN 2X4 BLOCKING GUTTER �T/22,,"� 16" T'�1' 'ice �1 4-3/4"dia.,A325 8"X 8"X 1/2"STEEL 1/2"PREMOLDED FILLER BOLTS; BASE PLATE I A AT PERIMETER OF SLAB o� 0 0STEEL COLUMN 5 � > N E&CB SOFFIT 1X8 FASCIA p "w X 5"w X 3/8"t STEEL ANGLE CLIP - e (EACH SIDE OF BEAM) j O O O 4"THICK CONCRETE SLAB - ��.( 4"CONCRETE SLAB S-400 CORAVENT O QO 0i> I I I I I 4 d' SOFFIT VENT STRIP / O O O 2'/z o Q a v a e d D a d a e I D• , d , a , d 5/4X8, 5/4X4 �' O 4 p p a �a PERIMETER DRAINI O•oo aAb• HFREIZE BOARD MICROLAMS Q STEELC:OLUMN 6"X 12"X 1"STEEL o 0 ' p a PIPE(TYP.) •� —4"COARSE SAND I 12" U PER PLAN J BASEPLATE p o d Q Q p D I u p •gyp D OR GRAVEL 2.�� 16° , /i tEVEILING I/a"NON-SHRINK O 5/8"did.CONNECTION BOLTS I' i I PLATE GROUT(min.) a a IT G (/ © ASTM A307 GRADE A(60,0000) O 2�/z #5 REBAR, 60ksi O — WITH WASHERS AND NUTS 24 (3) EXTERIOR © @ 16-OC(STAGGERED) (TYP.) %"dia. I I I I— '-0"BOILT OPENING O 1a/4"dia. EXTENSION ANCHOR 2'/z" o ,. BOLTS CONCRETE FTG. SOIL CONDITIONS ASSUME SAND AND GRAVEL B ELEVATION (SEE PLANS) BACKFILL WITH CLEAN FILL. SOFFIT DETAIL STRUCTURAL BEAM CONNECTION DETAIL BASE PLATE DETAILS COLUMN DETAIL I, NTS 311 = 1 1-011 „ V-0" FOUNDATION WALL DETAILDRAWN: MH/MS 16 OVERHANG (TYPICAL) SCALE: 3/4 _ SCALE: 11/4"=V-0" JOB#: SCALE: 1/2" = V-011 September 12,2017 SHEET NUMBER: A-8 REVISIONS: EXTERIOR OPENING SCHEDULE LOCATION: MANUFACTURER: SERIES: SIZE / CAT. NUMBER: DESCRIPTION: GLAZING: GRILLE: JAMB SIZE: ROUGH OPENING: TOW: BOW: HARDWARE: REMARKS: BASEMENT ANDERSON 400 A281 V(X5) AWNING LOW-E4/LOW-E 2'-8"X 2'-0 5/8" BOX INTO 2X10 PT BUCK BASEMENT TBD 8/0X8/0 DOOR VERIFY DOOR TYPE AND STYLE WITH OWNER ENTRY: THERMATRU 56021/52105E 1/0 3/0-1/0X8/0 SIDELIGHTS SGL.DOOR LOW-E IW'2H SA2W2H DR 5'-4 3/8"X 6'-10 1/2" - EMTEK OR EQUAL BEDROOM No.is ANDERSON 400 TW3046-2 DOUBLE HUNG LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 4'-8 7/8" 6-10 3/8" 2'-1 1/2" BATH ANDERSON 400 AW31 V-TEMPERED AWNING LOW-E4/LOW-E 2WIH 6-9/16" T-0 1/2"X 2'-4 7/8" 6-10 3/8" 4'-6" FOLDING VINYL JAMB LINER.CORROSION RESISTANT HDWR. BEDROOM No.2: ANDERSON 400 TW3046-2 DOUBLE HUNG LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 4'-8 7/8" 6'-10 3/8" 2'-1 1/2" BEDROOM No.2: ANDERSON 400 AN31-2 V(AN231) AWNING LOW-E4/LOW-E 2'.W1H 6-9/16" 6-0 1/8"X 2'-0 5/8" 6'-10 3/8" 5'-1 7/8" STANDARD KITCHEN: ANDERSON 400 TW2632 DOUBLE HUNG LOW-E4/LOW-E 2WIH 6-9/16" 2'-8 1/8"X 3'-4 7/8" 6-10 3/8" T-5 1/2" KITCHEN: ANDERSON 400 G536 GLIDER LOW-E4/LOW-E 2W2H 6-9/16" 5'-0"X 3'-6" 6-10 3/8" T-4 7/8" STANDARD KITCHEN: ANDERSON 400 FW031611 AR FRENCH OUTSWING LOW-E4/LOW-E 6-9/16" 3'-1"X 6-11" STANDARD LIVING/DINING: ANDERSON 400 CW16-2 LR CASEMENT LOW-E4/LOW-E 6-9/16" 5'-3 1/2"X 6-0 3/8" 7-111/2" 0'-10-1/2" STANDARD W LIVING/DINING: ANDERSON 400 FWH90611 SASR FRENCH INSWING LOW-E4/LOW-E 6-9/16" 9'-0"X 8'-0" - STANDARD LIVING/DINING: ANDERSON 400 FR40 ROUND WINDOW LOW-E4/LOW-E 6-9/16" 4'-0 1/2" 15'-0" 11'-0" �W LIVING/DINING: ANDERSON 400 CW26 LR CASEMENT LOW-E4/LOW-E 6-9/16" 4'-9"X 6-0 3/8" 6'-10 3/8" 0'-10-1/2" STANDARD rTl Z MASTER BEDROOM: ANDERSON 400 FW031611 AL FRENCH OUTSWING LOW-E4/LOW-E 6-9/16" 3'-1"X 6'-11" STANDARD rA MASTER BEDROOM: ANDERSON 400 CXW16-3 LSR CASEMENT LOW-E4/LOW-E 6-9/16" 9'-0 3/8"X 6-0 3/8" 6-10 3/8" 0'-10-1/2" STANDARD O U MASTER BATH: ANDERSON 400 CW135 R CASEMENT LOW-E4/LOW-E 6-9/16" 2'-4 7/8"X 3'-5 3/8" 6-10 3/8" T-5 9/16" STANDARD FLI u U OFFICE: ANDERSON 400 CXW14-3 LSR CASEMENT LOW-E4/LOW-E 6-9/16" 9'-0 3/8"X 4'-0 1/2" 6-10 3/8" 2'-10 3/8" STANDARD W a w � OFFICE: ANDERSON 400 AW251-2 V(AW2251) AWNING LOW-E4/LOW-E 6-9/16" 4'-9"X T-4 7/8" 6-10 3/8" 4'-6" STANDARD W MUDROOM: ANDERSON 400 TW2632 DOUBLE HUNG LOW-E4/LOW-E 2WIH 6-9/16" 5'-3 3/4"X T-4 7/8" 6-10 3/8" T-5 1/2" ^O^ MUDROOM: THERMATRU 56021 3/0X6/8 SGL.DOOR LOW-E 2W2H 3'-2 3/8"X 6'-10 1/2" - EMTEK OR EQUAL O Q Q� W GARAGE: ARTISAN DOORWORKS SYMPHONY SERIES 10/0X10/0 OVERHEAD DOOR VIF STANDARD ELECTRIC OPENER WITH REMOTES AND KEYPAD U GARAGE: ARTISAN DOORWORKS SYMPHONY SERIES 16/0X10/0 OVERHEAD DOOR VIF - STANDARD GARAGE: ANDERSON 400 TW3056-2 (X2) DOUBLE HUNG LOW-E4/LOW-E 2WIH 6-3 3/4"X 5'-8 7/8" 8'-2 5/8" 2'-5 3/4" Z W ATTIC: ANDERSON 400 TW2836(X2) DOUBLE HUNG LOW-E4/LOW-E 2WIH 5'-7 3/4"X T-8 7/8" VIF - In C ATTIC: ANDERSON 400 CVA35 R CASEMENT LOW-E4/LOW-E 2'-4 7/B"X T-5 3/8" VIF STANDARD ATTIC: ANDERSON 400 AW251-2 AWNING LOW-E4/LOW-E 2W2H 4-9/16" 4'-8 3/4"X 2'-4 7/8" TBD STANDARD CUPOLA(VERIFY VENTING w/OWNER) EXTERIOR FINISH SCHEDULE. x I 9 3/4"BUTT No.1 GRADE CERTI-LAST CEILING: 1X6 E&CB T&G V1 BEAD BOARD VERSATEX http://versatex.com/ ROOF: ROOFING: PORCH O Z PRESSURE IMPREGNATED SHINGES w/PERIMETER PVC TRIM 724-657-1111 RAMS CROWN TRIM ON 5/06 STEALTH TRIM FASCIA: 1X8 VERSATEX http://versatex.com/ COLUMN 12X12 HB&G FG COLUMN I I 724-857-1111 O Q http://versatex.com/ h-1 Z I 5/4X4 STANDARD ' RAKE: 1X8 VERSATEX 724-857-1111 DECKING: 1-1/2 THICK BLUESTONE u STEALTH TRIM ' SOFFIT: 1X6 E&CB T&G V1 BEAD BOARD VERSATEX http://versatex.com/ RAILING CABLE RAILING a ' � I 724-857-1111 O HISTORIC DARK BROWN ALUMINUM w/LEADERS(SEAMLESS) WALL: gORAL VERSETTA STONE CULTURED STONE http-Hwww.boralamerica.com/cultured-stone HEAVY SILL NOSE GUTTER: 1/2 ROUND GUTTER,ROUND LEADERS I ' 800-255-1727 T 1 L — — — — — — — — — — — — 18"R&R BLUE LABEL RED CEDAR SHINGES MISC.: CHIMNEY: BORAL VERSETTA STONE CULTURED STONE http://w\&w.boralamerica.com/cultured-stone v WALL: SIDING: VERIFY IF TO BE NATURAL OR PRESTAINED w/OWNER 800-255-1727 EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE CORNER BOARDS: CLEAR CEDAR CHIMNEY CAP: HY-C STAINLESS STEEL CHIMNEY CAP) INSTALLED ON ALL EXTERIOR OPENINGS MAIN ROOF FREEZE BOARD: 5/4X8 VERSATEX http://versatex.com/ EXPOSED FOUNDATION: UNFINISHED 724-857-1111 http://versatex.com/ N SMALL ROOF FREEZE BOARD: 5/4X6 VERSATEX v u m o 724-857-1111 ; co PQ 0 http://www.andersenwindows.com/ p U EXTERIOR CASING: ANDERSEN 2"CORNICE w/3-1/2"FLAT TRIM,SILL NOSE 1-888-888-7020 tz v PORCH/PATIO: v � x cd PORCH EXPOSED BEAM WRAP: 1X VERSATEX(VIF) http://versatex.com/ a~ 724-857-1111 ' U00 r' a ROOF GIRDER WRAP/TRIM: 1X VERSATEX(VIF) http://versatex.com/ aj 724-857-1111 N .r W 12" � 3/4"THICK BIRCH ! SHELVING INTERIOR TRIM NOTES : 1/4"X3/4"BEADED W IN SHELF EDGING (~ PW 1383 6" 1).TRIM WORK TO BE VERIFIED AND DETERMIONED BY OWNER. u V 2).TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND ® FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 1X3 BIRCH CLEAT (SIDES&BACK) Q� FL M298 USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT 82"TO TOP OF 15/16"X 2-1/4" RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER FINISHED FLOOR N ALL CORNERS. 3). ATTACH THE WORK SECURELY 1N PLACE. 1510 a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 16' 9/16RX 5.1/2" NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 3/4"THICK BIRCH ` V NATURAL FINISH (IF ANY). SHELVING Cn b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- x INTO OR DIRECTLY ATTACIHED TO SUBSTRATES. HR 478 1/03/4"BEADED INTERIOR DOOR ,3/16"X,-,/8^ 4). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY SHELF EDGING 1 E T52060 GRADE SPECIFIED. t-5/s°DIA. TRUST L FIR POLE rT 1-3/4" THICK HR 106 a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 3/4"X3-1/2" CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 1X3 BIRCH CLEAT 8' TALL R2504or INSTALLATION. SCRIBE ANID CUT FOR ACCURATE FIT TO OTHER FINISH WORK. (SIDES&BACK) HR2504-4.5.6 b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 66"TO TOP OF -,= 1-1/16"THICK FINISHED FLOOR HR 1404 5). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): VIN r3 4%3/a^ a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES /�v HR 106 ! �}" Q„`�" �V�-'C�/ DRAWN: MH/MS 3/4"X 3-,n" WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS ! Q Gy n SCALE: 1/4"=1'-0" THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF " ® CRACKS. TYPICAL CLOSET SHELVING " September 12,2017 � + � � SHEET NUMBER: HR 112-7 3/4"X 7-,/4" 2 339 0Q' OF N ESN HR 1311 9/16"X7/7/ 8" A- -9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS o e RAFTER WALL STUD o ENDWALL CRIPPLE STUD I BOTTOM PLATE • p e p RIDGE LEDGER BATHTUB • HEADER DOUBLE JOIST e SIDEWALL o RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 BATH ANCHOR TO FOUNDATION W/ ANCHOR BOLTS / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTIONAPPLICATION ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC W WALL STUD / THROUGH-ROOF EXHAUST VENTS SELECTED AND � LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL �^ A CHIMNEY AS REQUIRED H Q RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN W U SILL PLATE(S) ` � VENTILATION WOOD JOIST ' • ' • ' • ' • ' • ' SIDEWALL FLASHING B LOC KING Z FOUNDATION Z/zxTOP PLATE 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE , BARRIER TO LAP FLASHING , 2x4 SOFFIT JOIST O 0 STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL FR PROVIDED WITH A - - FASCIA MINIMUM NET FREE VENTILATING AREA a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS • RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION ' AND SO AS TO MAINTAIN AIR 50FFITED EAVE 8" - 14" LSTA30 1-1/4"x30' 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 209a. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES (x+ F—� ORAFTER �J RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, O z O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O A z TOP PLATE ' lW GIRDER/HEADER R SIDE WALL FLASHING WOOD JOIST raa 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO O AS TO FORM DRAINAGE CHANNELS AND RAFTERS � 110INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 1-1/2" 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS RIDGE VENT FOLDS KEEP SHEATHING MIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE 8" - '16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHORCONNECT TO EACH STUD 0 DBL. SILL PLATE C 5 I +- TERMITE SHIELD , 1-- SUB FLOOR N w SILL GASKET WOOD JOISTS m y o n NEOPRENEo CONC. SLAB GASKET -,�. ' 2x6 /2x8 CONTINUOUS WOOD PLATE 1Q C�\ cf) TY . CONIC.DAMPPRFOUNDATION IOA ° V ' I 6 MIL. POLY 6MIL POLY ON EXTERIOR V GRANULAR FILL , BOLTED A. STEEL BEAM WITH O x o �, `� 1/2 " DIA. BOLTS ® 48" o.c. STAG. 1. � k, 4 , • s STEEL COLUMN I n ' 51 V ` oo .. p Az 0 ROOF JACK ��� ��� u u STEEL BEAM 4"' 1 � F p v CONC. SLAB ' � �, ANCHOR BOLT EMBEDMENT: �� I I o �r d o n o a 4" x 1/4" x 8" STEEL e ( e POURED CONCRETE: 7" .� z °�' COMPACT FILL V 'p BLOCK WALL: 15° ROOFING LAPS TOP AND BOTTOM PLATE rnco e ° a FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �' cz KEYWAY FOOTING V d 1 SIDES AND TOP �. N 01 v r c �'� �• a L� CONC. FTG. 'p Q`p G p' USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o ;Z e ; p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) `� o e b•. " I I 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ( 10 KIPS ) DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERS CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCu ROOF JACKS & VENTS DETAIL 0 SLAB-ON-GRADE [ SUBFLOOR CONC. SLAB I DOOR FRAME N 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM Q' FOR BLOCKOUT •� 4" SLAB 'd + W/ 6X6 WMM � I SLOPE • P.T. PLATEM 4"DRIVEWAY —jNp. NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR SPACE 7 1 �,. .° , • e (WITH A NAILING PLATE IF NEEDED) x ' AT END AND ?` %& '•p ° o ° :° TO B E APROX. 1/2" OR HIGHER THAN • c; ES OF WOOD ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° Q '=--�'----«-- -- BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) e Q P D 12" • 4 '��„� �" b 6X6 W.W.M. .Q -<� ; - „Q- �,e ='ll n — — O 0 p 0 �SUBFLOOR MIN. ,'D G` ^ �'ra Q o ��\NOTCH BEAM FOR MLJDSILL IF REQUIRED -- MAXIMUM ° �— •��° n • REINFORCING BAR •. NOTCH EQUALS 1/4 [DEPTH OF BEAM nD �° A,p �p a 01ST . D REINFORCING BAR v s _ C _ DRAIN TILE i�—SBM a s SHEET METAL / 30# FELT UNDER BEAM AT POINT ° �, A 0° h �° 6 ��— STEEL BEAM 12" a.e 3 OF CONTACT WITH CONCRETE OR CONC. BLOCK PLATE (BOLTED TO BEAM) REDqRc TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " �" SHIMS TO LEVEL BEAM IN Cxx DRAWN: MH/MS REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �- ` Cn •; , , � SCALE: 1/4"=1'-0" JOB#: BEAM POCKET N September 12,2017 y�_ * SHEET NUMBER: O �'`�'''nop�r_,! ?339 �Q- OF N E\N A- 10 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC &GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD NSTRUCTION DETAIL D RAVE!I N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS V�IIND LOAD PATH CONNECTION AND COLOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. l 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS C APAC ITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 4"DIA. MAXIMUM CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER HEADER RIDGE DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. Z RAFTER JACK STUDS 2 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. STAIR RAILING ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. O W RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored Q HANDRAILS to girder(s). O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. 0 �, TOP PLATE TOP PLATE O O U BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD WALL STUDAll required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL ° or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO than 6-1/4 inches with a maximum cross section of EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both FTS sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 �1 4"MAX. F•�J inch within 7/8 inch below the widest portion of the 4"DIA. MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O Z O inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a -(ERED,q� O a) \� maximum of 2-3/4 inches. Edges shall have a minimum (j EVIN ° ° o radius of 0.01 inches. `S � �� �� z JOIST POST/COLUMN ° o _ n W POST/COLUMN NAILING SCHEDULE * *'. I, U ROOF SHEATHING: NAIL NAIL GIRDER/HEADERQTY. SPACING N F—\ I O JOINT DESCRIPTION NOTES OF •( � POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL o CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE NAIL M o TO TOP PLATE 10'WALL:4-8d COMMON JOIST m m ai v CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o cn v STU PARALLEL RAFTER WFCM-SBC LAP NAIL ° ® BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `—' X o GIRDER OVER PARTITION WFCM•SBC LAP NAIL p; ° . COLLAR TIE AS PER TABLE 3.4 EACH FACE v TO RAFTER WFCM-SBC END NAIL " BLOCKING 2-8d COMMON EACH TOE U ° WOOD JOIST .',' .' TO RAFTER END NAIL RIM BOARD 2 -16d COMMON EACH END V m 01 ` TO RAFTER END NAIL tet+ `..° I CONCRETE PIER '�• 00 a, .0 LEDGER ° cu GIRDER/HEADER I► .^ �• .; cv o w WOOD JOIST WOOD JOIST WALL FRAMING: , NAIL • JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER 2 -16d COMMO FACE NAIL (MINIMUM) TOP PLATE FOOT EME4 CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADIER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4-16d COMMO JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS U I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. REQU ROED I I 2 -16d COMMOU UO (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU HEADER TO 16"O.C. FACE 16d COMMON HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM Z-16d COMMO PER 2x4 STUD END �► TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: PER LAPPED OVER FIRST CONTIN. THREADED ROD FLOOR 101ST, BAND JOIST, 2 -16d COMMO FACE NAIL END JOIST OR BLOCKING PIECE OF SIDING BELOW FOOT � 1/2"DIA. LAG BOLTS W/WASHERS CNW COUIPLER NUTi CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: NAIL NAIL @16- c MINIMUM � �z>THRu- END DISTANCE JOINT DESCRIPTION NOTES � QTY. SPACING BOLTS , JOIST TO: PER TOE o 4-8d COMMO PB44 POST c SILL,TOP PLATE OR GIRDER JOIST NAIL ANCHOR dta. c ' s,�. : MINIM M u A FLOOR FRAMING o• ° PIER 16"TREAD o • o EN'D NCE ^ �' 2x JOISTS ° , •.•• •o •' '• 12"x12"x12" BRIDGING EACH E . a •, 2 -8d COMMO GRADE •a cowc.sv+e •, ' ; ;o„ ••$•• CONCRETE FOOTING `^ t^ TO JOIST END NAIL o ONC.SL.J �a •;, � � � BLOCKING EACH TOE TO JOIST 2 -8d COMMO END NAIL BLOCKING FOR o �/ • • ^ BLOCKING TO: EACH TOE JOIST HANGER e ' s"dle. n e '� DECK PIER .. 3 -16d COMMO LAG BOLTS CONC. ;,ae° PER PLAN HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL A'e D 3'—o n PIER LEDGER STRIP EACH FACE RIM JOIST/BD. ' o' a'' SIMPSON STRONG TIE MODEL STRRI/'2 C n Qo a DECK POST FTG.CONNECTION 3 16d COMMO e 4 INSTALL AS PER MANUFACTURE'S RECOMENIDATIONS TO BEAM JOIST NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE DRAWN: M1//MS 3 -8d COMMO SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMO P PER END September 12,2017 TO JOIST JOIST NAIL SHEET NUMBER: BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT A- 1 1 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 W (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY Con spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W specific use expressed or implied in the use of these plans. P g p P g, 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE ►� Z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEO or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p PP 2 - 16d COMMON O.C. NAIL Sym.:STUD SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION FACE O.C. P47). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL a Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q O 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC U 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: a FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARD'S Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting p y. JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill lases shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. P SHEATHING LOCATION 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE x 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON ++ + TO JOIST END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O.C.OCSd COMMON @ 6 O.C. SEE NOTES: 13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: O p g g' BLOCKING TO: EACH TOE ++ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O Z O �� anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W � 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. j SEE NOTES: 13 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Q 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 0 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. -4 W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END U 3 - 16d COMMON the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL '-a O g P P g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � a 2 Girders for deck ' BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. ). foists to be bolted to each post with washers and nuts. 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " " g R FSH ATH ING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12N12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. �� �� ) P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. , CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES � 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �, otherwise. ) g g g JOINT DESCRIPTION �,, ,d rt o Led Ledger to be fastened to buildin with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) �, g g 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. rn N where needed. rn u NOTE: 2 FOR PANEL FIELD X .•..F 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE o m �, Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' �; o ° openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. o WALL SHEATHING: w " A openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o ) E 00 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � 4 and blocking where applicable. QTY. SPACING v M 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment re uirements shall � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC be used. g g q Y) v v m _ anchors where applicable to all connecting joists. PLUMBING NOTES 7/16 OSB 3 O.C. EDGE r„ E v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c." O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). NAIL NAIL w 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION " WJ provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P y 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. U where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 8d COMMON O 1" OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. H needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 " 4 I Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply 1). Nailing requirements are based on wall sheathing using CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the painel edge. If wall sheathing SOIL COMPACTION: parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. rYi j ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed : members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fiireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. '(EREDq 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 tV0 �EVINcy y�j, and R315 of IRC. DRAWN; MH/MS SCALE: 1/4"= * �►� 1'-0" torch down type materia over. 16). All sill plates and wood in contact with concrete to be pressure treated. 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O 4 D u Emu, v . v ee Q(QoNE�n yCJ'II D EREDq� �G VIN * y n DRAWN: MH/MS S r;" f SCALE: 1/4"=V-0" FOUNDATION PLAN E P ROJ ECT NORTH o " * JOB#: i 1 i 1 N �� 0223 9�O�� September 12,2017 SCALE. /4�� = � SHEET NUMBER: OF N E\N`I REVISIONS: 1 1 1 ' + 1 1 1 1 1 1 1 i 1 + 1 i 1 i 1 1 1 I i PROVIDE HOOK UP ' \ 1 FE, AS REQUIRED SCREENED ; PORCH \ 1 1 , 1 1 RAISED PATIO I I/ 1 i 1 + I i / 1 1 ♦ / i / &PI13 0 r 19 1 S S k1p 1 1 1 1 H H 7.n O _ MAH -------------------------� / SAFE \�_ - ; l - - � / V ♦ / V ♦ I AlO r ' e o I MASTER BEDROOM OFFICEI ; ' INJ G w \ I 1 I 1 LIVING STORAGE ' ' ' ` ' KITCHEN O O CARNETS � + + I ' 1 I 1 1 I I 1 1 I 1 (I � /• I WALK-IN' 6 O 1 1 1 tl.OSET L(OL) ' -------------- , I , �� , MUDROOM HALL Ay 4 \ ` PANTRY7ft w CABINETS/SHELVING -- -- ' ' ' I + U ----- -- ------------------- ------------------- a o 1—— , I 1 ,– ____ '\ EDROOM `� BEDROOM --- -- . `} No. 3 • • No. 2 I ENTRY \ ( I a o BATH I \ ---------------------------- ' I I I N v r ' I I I i ♦ /T r-1 X 0 y---� II \ / �' w---------------------------- -k @ x BIGASS FAN MFG. i GARAGEo o v - 5 STYLE PER OWNER O ep , u aj I , I 1 PORCH N .0 W 1 \ 1 1 El I 1 w I I u ' O1 1 1 \ NOTE: PROVIDE MIN. (3) LIGHTS IN ATTIC AND \ NECESSARY OUTLETS FOR MECHANICALS - — \ WORK BENCH LANDSCAPE/ DRIVEWAY LIGHTING PER OWNER U dPq U x s � FLOOR PLAN E PROJECT NORTH SCALE: 1/4" = 1' N ED qRC c� \i I N SCS ti% �v 'n DRAWN: MH/MS 7 70 SCALE: 1/4"=1'-0" N JOB#: N� /` * September 12,2017 r SHEET NUMBER: 22339 �Q- OF N E\t4