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HomeMy WebLinkAbout45996-Z Town of Southold 11/17/2022 Gym P.O.Box 1179 c _ ,� 53095 Main Rd ,10! # �ao�. � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43611 Date: 11/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4260 Ole Jule Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building,Permit heretofore filed in this office dated 8/1/2018 pursuant to which Building Permit No. 45996 dated 3/29/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front entry, screened porch, second floor deck, swimming pool with raised concrete patio surround, outdoor barbecue and attached garage as applied for. The certificate is issued to Durante Jr,John&Angelic of the aforesaid building. I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0202 11/16/2022 ELECTRICAL CERTIFICATE NO. 43026 12/10/2020 PLUMBERS CERTIFICATION DATED 7/6/2020 quin Rosad Au h0 ze Signature o�g�EfO TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy . SOUTHOLD, NY dal � Sao 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#: 45996 Date: 3/29/2021 Permission is hereby granted to: Durante Jr, John 19 Flower Ln Manhasset, NY 11030 To: construct single-family dwelling with in-ground swimming pool addition as applied for per SCHD, DEC & Trustees approvals. Replaces 43026. At premises located at: 4260 Ole Jule Ln, Mattituck SCTM #473889 Sec/Block/Lot# 122.4-29 Pursuant to application dated 8/1/2018 and approved by the Building Inspector. To expire on 9/28/2022. Fees: PERMIT RENEWAL $1,233.40 Total: $1,233.40 r � BuilcYing Inspector %of 114c TOWN OF SOUTHOLD o�y BUILDING DEPARTMENT z. TOWN CLERK'S OFFICE �y • SOUTHOLD, NY Cpl � y`a dti 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#: 43026 Date: 9/11/2018 Permission is hereby granted to: Durante Jr, John &Angelic 19 Flower Ln Manhasset, NY 11030 To: construct single-family dwelling with in-ground swimming pool addition as applied for per SCHD, DEC &Trustee approvals. At premises located at: 4260 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.4-29 Pursuant to application dated 8/1/2018 and approved by the Building Inspector. To expire on 3/12/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,416.80 CO -NEW DWELLING $50.00 Total: $2,466.80 B ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL - r 765-1802 SEP 2 6 2098 APPLICATION FOR CERTIFICATE OF OCCUPANCY j�rizT L & rx D1-t . This application must be filled in by typewriter or ink and submitted to the Building Department with the Tollowing--:-C-171- D A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. �'�/ New Construction: Old or Pre-existing Building: (check one) Location of Property: L!� z i house No. treet A'amlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block " Lot l--* Subdivision f� Filed Map. Lot: Permit No. �. Date of Permit C'�(�/ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature OF SO!/ry�l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ sean.deviinO-town.southold.ny.us l�cOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Durante Jr Address: 4260 Ole Jule Ln city:Mattituck st: NY zip: 11952 Building Permit#: 43026 Section: 122 Block: 4 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Michaels Electric Inc License No: 35472ME SITE DETAILS Office Use Only Residential X Indoor X Crawl Space X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 72 Ceiling Fixtures 16 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 98 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 1 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 64 4'LED Exit Fixtures Pump 1 Other Equipment: Fridge, Mini Fridge, Hood, Gas Oven, DW, Micro, W/D, 42 Circuit Panel- 38 Used Pentair Pool Panel, Pump on 220 GFCI Breaker, Heater on 260, Pool Lights on 120GFCI Breaker Notes: New House, Pool, Outdoor BBQ Area, Dock r Inspector Signature: +�- � Date: December 10, 2020 S.Devlin-Cert Electrical Compliance Form.xls �0 ']Gown Hall Annex q. p Telephone(631)765-1802 54375 Main Road P.O.Box 1179 00Fax(631)765-9502 Southold,NY 11971-0959 OWE:� BUILDING DEPARTMENT D ]GOWN OF SOIUTHOLD NOV 3 0 2020 O Cf,( v-01 OLD CERTIFICEI.TION Date: 7—(3— d-Od-P. Building Permit No. -3 a Owner: (Please print) Plumber: (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% NJ I (Plonbers Signature) Sworn to before me this day of ` 20'2-U i Notary Public, 4 t County Lydia Nolan Notary Public,State of New York No.01 N06225M Qualified in Sutllblk County. ! Commission Expires 7119/20.2)- 4 LA oz(a rq SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [FOUNDATION 1ST A80 t, M [ ] 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 REMARK WI oVl � 1 Cly_ l .� I-ra bowf/w b4eeee G r DATE INSPECTOR �a0F50Ujy0 TOWN OF SOUTHOLD BUILDING DEPT. `y40u765-1802 INSPECTION [ ] F NDATION 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: �?m veml -1 1% 0 L T )o • DATE INSPECTOR OF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rl(kLv---k,vAc4L9 l Svvtic t A" • DATE '✓t L I INSPECTOR 3®Y oe soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. `yco765-1802 INSPECTION FOUNDATION 1ST XJAv'o� [ ] 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 FINMARKS: l 1it • J`a DATE O INSPECTOR q�o OF SOUIyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FFIRESISTANT PENETRATION I - ELECTRICAL (ROUGH) [ TRICAL (FINAL) CODE VIOLATION [ KING REMARKS: �;�� n . - Q 5500 2w&- OY-/ O l Vk 0 LLIZ v svvv �✓ DATE Ohhoq INSPECTOR oe soulyOlo TOWN OF SOUTHOLD BUILDING DEPT. ycourm, 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 a0FS0Uly how * TOWN OF SOUTHOLD BUILDING DEPT. co765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REM RKS: CAA V�tQ (D.V-\./ Din) DATE INSPECTOR Anti- ho�a0FS0(/Tyolo ((( # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL IVO W/l'noetl___ [ ] FIREPLACE & CHIMNEY. [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J­ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION nn [ ] PREC/O REMARKS: Y A eml v PMVA-l- D 616V 1,4W s VVV s pk.& I xA .Ajvilok, �, - , vVAgeVl--0,6 (4) q • tD ( ra) hof 'A ratwlS ut=DATE &//q/410 ?,O INSPECTOR �aOF SOGTyO y,r,�0 lr` C/ # TOWN OF SOUTHOLD BUILDING DEPT. `ycn765-1802 INSPECTION—- ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v - /' ale 0 DATE INSPECTOR �`� l ��q 1 �F SO(/T�° # # TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 1-N-S PE C-T O N [ ] FOUNDATION 1ST [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ]- SULAnTIOWCAULKING [ ] FRAMING /STRAPPING [ FIfi NAL eiJ -- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: [(,-)L 0 V, 1 nr), 4cl 'wu-e4, on qmbo DATE 2024 INSPECTOR q5ooq, q(y o��OESo!/j,�o # # TOWN OVSOUTNOLDD-BUILDING DEPT. 765-1802 I-NSPEC-TION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATIOWCAULKING FRAMING /STRAPPING [ NAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: Lott f� DATE 'L INSPECTOR,)�q nk. f Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS r 4 ACH50 Result: CH50 (1097.49 CFM50 *60/28800 ft3) Target Test Information Test Name 4260 ole jule lane mattituck ny Test Date 2021-01-11 08:44 AM (UTC-5) Export id 2HT5EBCF Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmaii.com Building Information Address 4260 Ole Jule Ln City M attituck State NY Zip/postal Code 11952 Country United States Year Constructed 2020 Elevation 7 ft Address Verified? Yes Building Latitude,Longitude 40.983577,-72.528054 GPS validation Latitude/Longitude: 40.983765.-72,528161:Accuracy; 27 ft Estimated Distance From Address 56 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec D M32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 68°F Pre-test Outdoor Temperature 20°F Wind Speed 0 M P H Average Barometric Pressure 102.7 kPa Test Dimensions Conditioned Floor Area 3200 ft2 Volume 28800 ft3 1 r Retrotec rCloud Test Results Summary Test Type ((1997.72 snet 380 Sing a Point Blower Door Test Time Averaging seconds Air Changes Per Hour 286 ® '4' , Induced House Pressure 8.82 Pa Corrected Flow CFM 50 Pa Adjusted Flow 97.49 CF @ 50 Pa Intercept .465Slope 650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.94 Pa Depressurize Results Air changes at 50 Pa, n5o 2.0786 /hr Air leakage rate at 50 Pa, qso 997.72 CFM Effective leakage area at 4 Pa, EfLA4 55 in Specific effective leakage area(floor)at 4 Pa, ELAF4 0.0171 inZ/ft2 Normalized leakage area at 4 Pa,NLA4 0.0226 Baseline Pressure,Initial(Pa) -1.2 -1.2 -1 -0.9 -0.9 -0.9 -0.9 -0.8 -0.8 -0.8 Average baseline,initial AP 01 -0.94 AP o1- -0.94 AP o1+ 0 Baseline Duration 13 seconds Building pressure (Pa) -49.76 Induced pressure(Pa) -48.82 Fan Pressure [5000- 1381 (Pa) 61.53 Total flow qr(CFM) 1047.48 Measured flow qm (CFM) 1045.32 Total flow through envelope, genv(CFM) 950.17 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 75.895 75.895 75.895 Intercept, CL 78.465 78.465 78.465 Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6.Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including,but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2), and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to,the exterior or to Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5. All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in °pilot only" mode for the Confirmed duration of the test. 3 wow Retrotec rCloud 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - Bi Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure,RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow=(FP - RPxK1 "x K+ K3xFP)XK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (AxFP3) + (BxFP2) + (CxFP) + D + (G -RP) xF 5 Rocket Insdatian,LLC(367) Job Number: 42,17583 65 Air mark Drive Suite 0 AGHKOW011A,NY 11774 Insulation Certificate MsWatian is instated in 1Frs struCure desaihed belax as taunt.: Work Area Item Installed Rags / Sq Feet 2.5#W x 16"x 48' Rcck'nool Batts SAFE 8.4'x 200'SC751 DDC 1.SMIL Poly Fire Caulkkbg Iniumeace-nl Std,Rookwcca FPSOSSID4W4T BOSS 814 Firestcp Intumescent AM.Interior Wall R-11 15"x 93`-Unlaced-Wood Framing Gafage Exterior Walls —.____. R-13 15'x 93'-Unfaced-Wood Framing 2X6 Exterior Walls R-13 161 x 931-Unlaced-Wood Framing R-19 16'x 96'-Unfaced-Metal Framing R-23 15"x 47`UltraBatt Garage CGe g R-30 16"x 48"-Unfaced-Wood Framing Foam Seal Door And Wkidows SOUDALDW24 Soudal Foam Pro Door& _Window Gun Foam 24oz _ Foam Seal Door And Wiftyas�- SOUDALDW24 Soudal Foam Pro Door S Window Gun Foam 24oz Garage C--A' vg SWD Quik-StiAetd 112 Closed-Cell 2"R-13.00 Gafage Exlerlor Walls SWD Oulk-Stietd 112 Closed-Cell 2"R-13.00 2X.6 Exterior Walls SWD Quik-St"- 112 Closed-Cell 2"R-13.00 AU Gale Walls SVh'D Quik-ShkellJ 112 Closed-Cell 3"R-m.00 CravA Space C SWD Qulk-Shktd 112 CiDs±W-Cell TR-20.00 Roof Rafters SWD Quik-Stue!d 112 Closed-Cell 6"R-39.00 -Fbe4a9ss h.oN leas.,ro seffCng local!cr R-vv.'Lrs Job hams: 4268 Ole.lie Ln,tdanewck,14Y 11952 ,lob Address: 42CO Q,9 Ate Lane MA.TTITUCK.NY 11952 Date Completed: l Insulation By: CSL' �i� kV1SU� C��6�t� Lv� 13 q D T04040vvla- Tempered Glass ill f r% r W-11%, 0 0 9 uDesignRail Clear or custom tinted panels that are easily Bottom rail profile with optionaf bottom cover inserted into vinyl lined slots in the N m 6 To Rail Insert and Bottom Rail; no special mounting hardware needed. Glass panels are shipped cut to size after the frames are constructed and final opening measurements are submitted. C I Vertical Picket Infill Tempered Glass Horizontal Cable Infill Infill for Vertical Cable Infill DesignRail@ Steel Mesh Infill Aluminum Panel Infill Resin Panel Infill Learn more about: Feeney Railing Systems Clear or custom tinted panels that are easily See photos with glass infill inserted into vinyl lined slots in the Top Rail I nSE https://www.feeneyinc.com/DesignRail-Tempered-Glass-Infill 4120/21, 7:05 AM Page 1 of 2 I and Bottom Rail; no special mounting i hardware needed. Glass panels are shippe, cut to size after the DesignRailRail®Create Your Own Brochure frames are constructed DesignRailRail®Create Your Own Order Guide and final opening Shopping Cart measurements are Your Cart is Empty View Cart submitted. Search (----- } Go OTHER INFILL OPTION l ) Vertical Picket Infill Horizontal Cable Infill Home Vertical Cable Infill Architectural Rods Steel Mesh Infill CableRail Feeney Garden Aluminum Panel Infill Railing Systems Resin Panel Infill Technical Documents Catalog Request Form Feeney Awnings Learn more about: Product Registration Feeney Railing Systems Samples Designer ColorEasy See photos with glass infill + � DesignRailRail®Create Your Own Brochure DesignRailRail®CreatE Your Own Order Guide <img class="img- responsive" Clear or custom tintec panels. <a href='/DesignRail- Tempered-Glass- Clear or custom tintec panels. https://www.feeneyinc.com/DesignRaiI-Tempered-Glass-Infill 4/20/21, 7:05 AM Page 2 of 2 • • .� • • COMAONTS l�"uFOUNDATION (IST) Ali FOUNDATION (ZND) Val[a - ROUG r• • ENERGYINSULATIONP . , r jop �► '_ .., ' �1:..�. �r���!.tea R' MMA FMA ADDITIONAL COMMENTS ON • W 01 W&SW r i 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 V Southoldtownny.gov PERMIT No. (/� Check Septic Form N.Y.S.D.E.C. ✓', Trustees ✓ C.O.Application Flood Permit Examined ,20 .Single&Separate Truss Identification Form DD Storm-Water Assessment Form J I f JUL 1 018 Contact: .��� Approved 1 1 ,201 Mail to: �' .e /fit Disapproved a/c I Phone � Expiration OIL '20 U MCINS D Bu ±In s ctor AUG 1 2018 APPLICATION.FOR BUILDING PERMIT Date , 20 jUILDING DEPT. INSTRUCTIONS TOWN OF SOUTg®LD 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. ( ignature of applicant or ame, if a corporation) i i Plol T Mailin�address of applic' t) State whether aplicant _-,own r, les ee, a ent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises " 'i �' (A�qthe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. t I 1 t I Electricians License No. ►C Other Trade's Licerise No. Ji, 11 r I 1. Location of land on which proposed work will be done: t� H use Number Street a* County Tax Map No. 1000 Sectiones Block Lot ,r� 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 3. Nature of work(check which applicable): New Building (� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 's ��i�, ® �� Fee -: (To,be paid on filing this application) 5. If dwelling, number of dwelling units iurrbex'of dwelling unrits on each floor If garage, number of cars dl 6. If business, commercial or mixed occupancy, specify nature'and-extent of each type of use. 7. Dimensions of existing structures, if any: Front Depth — Height — Number of Stor- 9s =�= i Dimensions of same structure with alterations or additions: Front Rear Depth Height � l Number of S ori.epps-i I 8. Dimensions of entire new construction: Front Rear. ,Depth Height Number of Stori s_ 9. Size of lot: Front Rear i Depth 10. Date of Purchase ,;;2©1 Name of Former Owner �- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re-graded? YES NO Will excess fill be.removed, / from remises? YES NO [4 , 14. Names of Owner of premisesl" J 1' ressk4-,,04 PhA �� Name of Architect' Address I .Ll e No > Name of Contractor,,�� _��r�_. Addres one No. i el 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b: Is this property within 300 feet of a tidal wetland? * YES ;/ NO * 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 R, 6�is being duly sworn, deposes and says that(s)he is the applicant ame of individual signing ontract) above named, (S)He is the ( o tractor, gent, orporate Officer etc.) of said owner or owners, and is duly authorized to perform or have performed the aid work aKWW DOOkl chis applic tion; that all statements contained in this application are true to the best of his knowledg igGVAWe MTATcEQfrlNfrWYQRK performed in the manner set forth in the application filed therewith. SUFFOLK COUNTY LIC.#01 DE6349898 Sworn to before me this COMM.EXP. day of )LL 20 Notary Public Signature of A Iplicant 1 - ;Ehfn.n ii' - `h'; - ,;r:` _ - -- - •7•�,�` -.:fi-- ;c=-e�:• - - -,"C.�S:- - 'h<ta' '��ti-:,'.4�` _ __ _r J,=.••'� •,0,�fr ..��`•c 91 _ a;'rr �f'_ t�*' � e. � -F- V. .VL _i +� -C• �>:^6 rr �f! 3��`'M S"'��! 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Town 0ode'.of"t�he•=Town.;:of:Soutlold, V,,,,, Pursuant,'to ttie":.priov s ons;of Chap`t-er�,275,•0. th { 3 -r <, '3f7 a{ -r• ;.F;rid,-.:,,:..`< r fk_+k 2'01'_7 =T accordance'with:the::Resoluton5o' the=Board{of Trustees adory,ted at tlie:meehripp lhetd.onOcto r 8: 's-'.r�r; .:i i). 194.1+1..a7 IL k 'p n wf .b F+: S7 s .:nr:, n1•ii n'.i'7.;; -_ - - w'! _>.ijr .`7.l'._ri:-1` '�„;f: ,.;.+i'r�r-, -y ..}-'�t1,'i: ^}��': e'- - .;5;',f.; _ __ , ,'�- +'::'.•�:" si' ,f - -M�1isiderataon`:ofa 1'icat>onfa£ee'ih•the'sum.of: 2FS0'00� aid b_ 'An elic.&_John.D.u'ranYe,'Jr:,`an''d.subg6tti �A 'e ; PP„a r F P,.,3,t::y t a: ' - J}•.1:,�.,—rjif,t. _!.,,.,c7 $;.; .'T -.t4 j-_-iY _-it a u i:i t,•,�,, rs..,iU.,,`r".n d-i64f„•}Fle !!A r� Teims,and".Conditions gs statea,,iWthe`,ResolutionAhe�Southold`Town`;B'oard.ofTrustees au_thortzes;and:permrts,' t;, N_j'` _ U ..L1.i t�:;'?'. If t 7 •l a I I` t}- -.d• t:. „41-,„ ii } li Ei ,`!,.i'''lk=» `q i1�cst .$. 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', _ .f{�� �� ;I. � � F J lri{_,. to ftt :._`.�,"!;�a S' i �+,��,":• �.f"_ (IWetland.Perm�ttoalconstr..uctarsnQle=family .tw,o.-stor",y.dwellingF'w.�thafachedgarage3and°steps;a : +4 tet- over. d!deck','ar'f3 s x_ft:'raised'masonr_'<storre atio';'a-f90s :'ft:T raised;masons ,bluesfone' ,,l 365sq ft:,c e_ 7 q._ y p_. j- q. y - - '�" a!" - -'!'- - - ..{I1:.•f.' -f'-' 's?"�71 r: ,i-ri.;' - al�:, ,f,(,, - Patio and,an.,18'x36.,sw'imm'in ool^;mstall' oohet u' ment'•'y ool d well:andvool;encl'osure'fen'ci'ag; ,. ,_ g fP z P q.. P �.P.., ry �P ''w:;r' N- F1. - L t;, �a'�fi`- E;;4:,'i}F SS.d;1•`-S°}I, - - rl, _ 'F,= n tones�� nd',a 'ravel'drivewa' "withi co6blestone,inla: install'ardi ana' e s`stem`.of'leader's; ' w r' ;iin tat teRl? g��s a ,g; yt tilf`rs'.,aiid''dr wells;':install`a'sanitar_ .s sfem I'ocated4landward-ofthe. ro'osed dwellin` -and_,fo;,;., - `i =:g. a , .Y. �. _ .Y:,.Y�-:. .tw,. - - P _P. $., - construct ontoseaward'side'oL'ezistin liulkl ead',:a;4+,x6,=•cantilevered•timber latfoipged g- ... .. P 5 i-- ramp;and;6'x20'floating dock secured._liy.two((2)8'-'.diameter-pilings and serviced wttfi,water and electrici't,;;with tlie.condition to;establish;and, er etuall_ maintain', 1`5'mide non-turf'buffer adlaeent a ,to,la-nd,SparallelwFith tiulk6ead;and as«dep�cted on'th'e-survey.prepared::iSy.'Peconic Surveyors;P. c:` v dated January 912018 :arid stamped approved on Ietirua'ry 1;201 '" e{p�Fywwh; f 77" ` i,` x.udts73I i)r2}t ?sCf "�,irtF w _ s IF i3 6 - F9_ j-IN W'jTNESS,,WHEREOF;ahe said Board:of Tiustees-hereby causes its Corporate`Seal to be.affixed, , ;`.and t}iese resents to be subscribed bY a'ma ori y of theaaid Board`as p J tY, .j.... F $�=L.: � j t]n •;ii: f 3• 'I - tt}} 77 1 ��>•t 4'3 d0$: , i.•I 11 ri 1 �4 a 1• ::a ii' `r lY' '-�"C t��_'.{f'.•71",,`117t:•rlar �'..,1 •1'.-/*� F•'i't 1,i:."'` ,:'y; :1'ajy i- ;�,,:.,�,, 4: 1 - '`^ N �•)^. "'•(, moi-e'�l T to i rV if _ ,•-'ta - a F -i?,i "!J - - O� ,c �"'f,�ijf y'''`_' �ii?r'�' ' Jit �@ ' . t �' _rye, Jnr,- � -ol �� ?_ ]� � fi•��.� ; _ '_ I1 tl • � _ r.=�,� ,� 1.- (T. -ti. 71 _ :11CF! '�Y:'•}: T..' '� 1r =�� ",/.e t `7 r2' Vif Jr ��� L lt.`\- ,'v4^y,�•T'' -i rC�. .�YY« `:;�.. -s`�•i'" - - rY� _-a`IYf.S'\. - -_ _.''ll-� ."i.'y;L`;: '`%"..,.r.E-t t.�..: 3:,}"- .t. t�,r:'. --:,.,ri'4XV� -,+;`vt^'" C'1�, - �,`•1•- ?,r - :;s:-_. - - - - - ..�+ 4 ""�^i t' };''llµ}if'':�t _ - ..t•_=1a" ,,,�.f_=,:,' JAZ _ - - v�r _ • - -lciri ry.. •,S' 1..•. - -( -::1 �.�-._ - `tom•" _ �1..`�.�e - ';, - - 'ti,- '}`',:• .� - 4:'� ._ - __'l',' :-fli x__` " ___ .__ ....w�-r.�,.>�:i•:si`i`"_•_-__,..__-,. _�.:�'r'a`ni'�-i,_._... _..�_r> w'.71:_..:�-i..� .:-. ��.r_____�'+'�:a^�L`;.4�r.,.:_;��.>=.�_'•rvs_,`ri+Y�.---� Al Michael J.Domino,President ,a Sour Town Hall Annex John M.Bredemeyer III,Vice-President �Q� y®�O 54375 Route 25 Glenn Goldsmith J�L P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski G c� Telephone(631) 765-1892 Greg Williams a® Fax(631) 765-6641 IOU BOARD OF TOWN TRUSTEES April 17, 2019 TOWN OF SOUTHOLD Frank Notaro Architecnologies OD 13405 Main Road MAY _ 8 2019 Mattituck, NY 11952 RE: ANGELIC &JOHN DURANTE, JR. DEP 4260 OLE JULE LANE, MATTITUCK TOWN UFSOLmduL SCTM#: 1000-122-4-29 Dear Mr.'Notaro: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 17, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9105 for the addition of 2'0" of deck on the west side of proposed raised pool/deck area; and as depicted on the project plan prepared by Frank Notaro, last dated February 28, 2019, and stamped approved on April 17, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd Glenn Golckniiili. llre;ident so 0 Town Hill ;%nnex 5:187.5 ROW" A- Nichcjln� Krup-zld, Vice Prusidi,nt P,(). Box 1179 Eric sopenosk-i J i lj Southold, New York 11971 Liz Gilloolv ncioiotit, (63 1) 76.7,-1 S512 Eliznbetll 1:n x 7 6 1; 6 6 11 CIO BOARD OF TOWN TRUSTEES TOWN" OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1968 C Date: Oct-_bcr 9. 2022 THIS CERTIFIES that the construction of a sinple-family,two-story dwelling with attached garaue and steps_a 4-367sq.ft. covered deck,a±376sq.ft. raised masonry stone patio, a190sg.11. raised masonry bluesione patio.and an 18'x36' swimming pool-,existinp,S'x 14' outdoor barbecue adiacent to existing 12'x3' on-[?rade stone patio; install pool equipment, and pool enclosure fencing, install stepping -pool diA,%vell, ,stones and a!,gravel driveway with cobblestone inlay: install a drainage system of leaders, gutters and drywells,• install a sanitary system located landward of the proposed dwelling;and to construct onto seaward side of existing bulkhead a 4'x6' cantilevered timber platform, Yx 14' hinged ramp,and 6'x20' floating dock secured by two(2) 8"diameter pilings and serviced with water and electricity;with the condition to establish and perpetually maintain a 15' wide non-turf buffer adjacent to and parallel with bulkhead At 4260 Ole Jule Lane, Mattituck; Suffolk County Tax Map#1000-122-4-29 Conforms to the application for a Trustees Permit heretofore Filed in this office Dated September 15,2017 pursuant to which Trustees Wetland Permit"9105 Dated October 18,2017 was issued and Amended on April 17,2019 and Amended again on October 19, 2022 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family.two-story dweiiin with attached garage and steps,a±367sq.ft.covered deck,a±376sg.ft.raised masonry stone patio, a=90sg.ft. raised masonry bluestone patio,and an 18'06' swimming pool;existine, 8'x14' outdoor barbecue adjacent to existing; 12?x3* on-- grade stone patio; install pool equipment,pool drywell,and pool enclosure fencing: install stepping stones and a gravel driveway with cobblestone inlay, install a drainage system of leaders.gutters and drvwells: install a sanitary system located landward of the proposed dwelling,and to construct onto seaward side of existing bulkhead a 4'x6' cantilevered timber platform,3'x14' hinged ramp,and 6'x20' floating dock secured by two(2)8"diameter pilings and serviced with water and electricity;with the condition to establish and perpetually maintain a 15' wide non-turf buffer adjacent to and parallel with bulkhead. The certificate is issued to Angelic&John Durante,Jr. owners of the aforesaid property. Authorized Signature D OCT 2 5 2022 BUILDING DEPT Mom OF,-,0JJ-JJjCL1) AWL gamma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility'DEC ID 1-4738-04562 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JOHN DURANTE, JR DURANTE PROPERTY 19 FLOWER LN 4260 OLE JULE LNISCTM 1000-122-4-29 MANHASSET,NY 11030 MATTITUCK,NY 11952 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: '707:954 NYTM-N: 4539:88 Latitude: 40°59'01.0" Longitude: 72°31'41.0" . Project Location: 4260 Ole Jule Lane - Watercourse - James Creek Authorized Activity: Construct singe family dwelling, septic system, deck, patio, garage and swimming pool. Construct platform,ramp and float. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/4/18. 1 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04562/00001 New Permit Effective Date: 4/4/2018 Expiration Date:-4/3/2023 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,N 11790 -3409 �-- Authorized Signature: GZ% Date // / C� Page 1 of 6 AM dowo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04562 Distribution List EN-CONSULTANTS Marine Habitat Protection LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion'of the form must also be signed and returned, along with photographs of the completed work. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 4. No Disturbance to Vegetated Tidal Wetlands There shall-be-no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. Storage of Equipment,Materials The storage of construction equipment-and materials shall be confined within.the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6: Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor- germination. 7. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04562 8. Use of Treated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specifically approved by the Department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. '9. Float Installation The float shall be installed only at the approved location with a minimum water depth of 2%feet, measured at apparent low tide. 10. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized-by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 11. No Permanent Structures on Dock No permanent structures shall:be installed on dock/catwalk/float without first obtaining written Department approval (permit, modification, or amendment). 12. Docks at Property Lines Docks/catwalks/floats must not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 13. No Structures on Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department(permit, modification or amendment). 14. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be.no disturbance to the natural vegetation or topography within an area extending 15 linear feet landward of the tidal wetland boundary. 15. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 16. No Drywells in or near Wetland Dry wells for pool-filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 17. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 18. Driveway/Parking Area of Pervious Material Driveway and parking areas.shall be constructed of NYSDEC-approved pervious materials. 19. Sanitary Systems above Groundwater Sanitary system.(bottom of tank and leaching pools) shall be located.a minimum of 2 feet above seasonal high'groundwater. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low Facility DEC ID 1-4738-04562 20. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 21. Ground Area The ground area cleared for the construction of a foot path through the buffer is limited to a maixmum width of four feet.- Cover material used for the foot path is limited to natural wood/bark chips, stone, gravel or sand. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result'from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the.structure, fill, excavation,.or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such-time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the,navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York.on account of any such removal or alteration. 25. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels;solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 26. Conformance With Plans All activities authorized by this permit must be'in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by EnConsultants dated 9/12/17, survey prepared by John T. Metzger last revised 1/9/18, all stamped NYSDEC approved 4/4/18. Page 4'of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Naw Facility DEC ID 1-4738-04562 GENERAL CONDITIONS.- Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must'be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of. the permit upon request by a Department representative is a violation of this permit. 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms;conditions or requirements contained in such order or determination.. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer=are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The-perm itteemusVsubmit a-renewal-application at least 30 days before-permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application=or—supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d.. newly discovered material information or a material change in environmental conditions,relevant technology or applicable.law or regulations since the issuance of the existing permit; Page 5 of 6 INDIO ^NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-04562 e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or'omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for'obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a:party to the permit. Page'6-of 6 • � E N CONSULTANTS q •o NEW E 6 '=s'i'yG+ z£�?vTpp POINT P 1319 NORTH SEA RD. 94. �. SOUTHAMPTON NY 11968 . 631.253-6360 ------------ / Park �t 9G�y6 5IS(ACa55 VIA Tlo 50J�Cf KOKM) ., - 5uffdk Cm#)4 Hagstrom Map 46 III - +2000' C � o NYSCIEC a APPROVED AS PER TERMS AND CONDITIONS OF r •y VACANT LAND PERMIT NO, - Lou. � V DATA_ m CPO 1" = 30' . 6' 4' Notes: 1 4' I, Purpose:fo provide flbabnq dock for accessible, 3' private,rnonconwrwclal boat dockage �.I,. �`�S�"6' 20' 2, Pahn:ALLW- 0'-0" 5, Water depths recorded 6y fin-Consultants during PROP. 4' x 6' PLATFORM, 3' x 14' low tide event on May 10,2016 �� IjbyL HINGED RAMP, AND 6' x 26' FLOAT 4. Proposed dock components to consist of untreated �g ��� SECURED BY (2) 8" DIAMETER PILES dedunq materials,treated t4m6er structural members, and hot-dipped galvaiIWJ steel hardware 5, Plan aid cro wew dlaq-ams are schematic In nabre and we Intended only to establish project location,scope and basic construction details for permitting purposes A ��}`' a MOP05W FLOATING POCK FOP and a not intended to serve as or su6scmvttfute for p'�QgO JOHN & ANG�I.IC PU.ANT"� ON JAMS engineering or construction plans for constructlpn put'poses 6. Project location:4260 Ole Jule Lane, Mat#,ih,ck,Nr;5CfM No,1000-122-4-29 CMK, MKIT UCK, 5LFF%K CO,, NY 5H��f I OF 2 9-12-11 f Fp0F05�P POCK 6 ' P�ATFOFM —� 6 ' FLOAT � 3' PAMP 1 .10 owl a MNW- —0" �X, 4' WOOP WK W� W-0' —0" i �X WOOP PULKHW .15311 -`>l3 ► C 2) 8" x 20' 5UPPOP\f PIL�5 NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF PERMIT NO._. -..k--h 39-o�I) DAT- - -- qj 4117 4' - E N o CONSULTANTS 1319 NORTH SEA RD. SOUTHAMPTON, NY 11963 631®283-6360 PPOp05W FLOA11N6 POCK FOP JOHN & ANCZI IC PUPANT ON JAA 5 CM, MArIlTUCK, 5TFOLK CO..,, NY Ha-T15 2 OF 2 9=12-17 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD -. Town Hall Annex - 54375 Main Road - PO Box 1179 ..-. Southold, New York 11971-0959 Telephone (631) 765_-1802 FAX(631) 765-9502 Eggerrichert towh.'thold:ny us APPLICATION FOR ELECTRICAL INSPECTION," REQUESTED BY: Date:' Li 1301. I Company Name: Name: MI-Lk License No.: :3Is-41 a-" M F -- email: X10 Vo (�0.rG�OA -_ --. Address: - a X ql Phone No:: - JOB SITE INFORMATION: (All Information Required) Name: rA Ave _ � � �o G.� -� �� el t Address: - Cross Street: _ �_rc�►.�.S- _ i Phone No.: Bldg.Permit#: 30 -. __ email: Tax_Map District: 1000 . Section: Block: _Lot:=4. BRIEF DESCRIPTION OF WORK(Please Print Clearly) -Nev,) Slr` l< ICE Circle All That Apply: Is job ready for inspection?: YES /�o Rough In Final Do you need a Temp Certificate?: YE / NO Issued On . _ Temp Information: (Alf information required) Service:Size 3 Ph Size: .a oo . A #Meters._.. i ..,Old Meter# _ ewServi - Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun Overhead rk-Undergrbun4Laterals(1) 2 H Frame Pole Work done-on.Service?__, Y. N_,__ 'Additionat Information. - - ---------- - __ Pi4YMENT'D.IJE-`V1lI_FH APPLICATIO00 82-Request for Inspection FormAs BUILDING DEPARTMENT-Electrical inspector Z?' TOWN-OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ::. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocL�r=ric erta`tavu .oel ns APP:LICrA 'ION FOR..ELECTRICAL INSPECTION.; ................._.............._. _.. ..... - .__... ...- y 3a REQUESTED BY: — :.:... ....... ..._:..,:..__-- .._ ..... ._. ._ ._......._. Date.*' Company Name: '- _ . 1"L_ �•c --._-_::..<: - --_ Name: r� : _....._ . . .. License No.. ._..3_�-`{_7�-_...M.._�.---- - - - -- -- Ad dress: - -- - Phone No..: --_...... : ....: : .._31 ? _.... - JOB 'SITE INFORMATION: (AA Information Required) Name: �_.. c.Av� - ..._.. .. . _� ,o G.r~ -F Y,.,q el Address.: - Cross Street: uS _ f'ca. Phone No.:. X31 `� S (o�- Bld Permit#: :.._:... ._ _ ..... __ ------ ...... -- 9• q 30 _.. ...._.... email: :Tax.Ma District: 9 000 Section: Block. _: .. ...... ..Lot-.:. BRIEF DESCRIPTION OF WORK(Please Print:Clearly) -nM.m v Circle All That Apply: Is job ready for inspection?: YES /,�o Rough In Final Do you need a Temp Certificate?: 66�l NO Issued m Information: (All information required) , Size ze (1 h 3 Ph Size::=.a Od ..A #Meters t YOld Meter# Sehnae': �SeMFire Reconnect.- Flood Reconnect-Service Reconnected Undergroun Overhead 'Underground Laterals.-2.. H Frame Pole Work,_done._on.,Serrice?._,. .Y........N__- Add fionaf lriforinaMon:: 47 ... IAXiIEN-T_D.t `WtTkfAPPLIOfiION. # 4 I D• D b 5,V19 ,tC, gi3&51 82-Request for Inspecdon Form As PERMIT# ' Switches Outlets Surface Sconces i' 1 .H H s , c 1 UC Lis " 1 Fans 1 Fridge HW i Exhaust Oven QaL� Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: ulm 10 0,-)(1 1- h, o 1 i 1 .7rlPee OV Town Hall Annex .4-0" Telephone(631)765-1802 4 54375 Main Road .• Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT A f NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ' Date: I' i ; Owner: �145_57�_ 'L2 21e4��%__N�:Ilr_ %• Location of Property: Please a notice that the (check applicable line): SG New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the folio ing location(s) (check applicable line): r' Floor framing, including girders and beams (F) ' _ Roof framing (R) Floor and roof framing (FR) Signature:. Name (person SL bmitting this form): ' ' Capacity(check applicable line): Owner ^ I,, Owner representative ! TrussReg15.docx Effective 1/1/2015 ,�_S co LL A. Russell �'7C'OI �JCWA IER. M A\,NA�.�G IEI�IC)E1 �C' SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kj�0 tea- Town of Southold CHAPTER 236 - STOR]gWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DO 's 'HIS PROJECT INVOLVE ANY OF THE 1~OI LOwINCr. (CHECK ALL THAT APPLY) Yes No t A. Clearing, grubbing, grading or stripping of land which affects,more than 5,000 square feet of ground surface: ❑ . Excavation or f illing 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. ' ❑El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. MIM' . 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, naiurc7-6ontact-Infoxmation,-Date-&-Count)r-T.%-r,-Map-NumberY- bapter-2mdoes.not-awlg4040ur-pro.;eci 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. S.C.T.M. 1000 D'te -APPLICANT: (Property owner.Design Professional,Agent,Co ntraC Other), D trlct NAME Section Block Lot . /� cSM::•t ` FOR Bl11LD1�0 DEP-'�T�eC:� I USE t,i\L'� Contact In(ormat:on: `—� I .7d :umGn: 44 Reviewed By. - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — l ®` }� �� ❑V pproved for procemien Building Permit.!J�01 V tT tormwater Management Control Plan Not Required.tormwater 1vianagement Control Plan a Required. orward to Engineering Department for Review.) FORM SMCP- TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHA.PTERF 236 (Prnperry Owner,Design Professional.Agent.Contractor,Other) Q" �Ir f?, d Stormwater Management Control Plan C ECK LIST Section B oek to NAME: � :;! S M C P -Plan Requirements; Provide ONE copy of the Building P mit Application. Yk.n Yrm, e: * The applicant must provide a Complete Explalnation and/or Rea n for not providing 7 Gl. all Information that has been Required by the fol)owing.Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUS 0 NA If You answered No or NA to any Itern, PIease Provide J 'tIf!cat Ion Here! show all of the following items: If you need additional room for explanatipns, Please Prov a additional.Paper, a. Location & Description of Property Boundaries ' h. l'otal Site Acreage. i Iv c. Existing - Natural & Man Made Features wit 'n 00 L.F. ? of the Site Boundary as required by§236-17011 . d. Test Hole Data Indicating Soil Characteristics&Depth t Ground Water. e. Limits of Clearing & Area of Proposed Land Pisturbance. I f. Existing & Proposed Contours of the Site (Min nurn z Intervals) lslncn g. Location of all existing & proposed structure roads, GE INSPECIM Aft driveways, sidewalks,drainage Improvements&utilities. TOS Engineerin h. Spot Grades & Finish Floor Elevations for all existing& R Provide ngi e ! proposed structures. drainage hasSeen 1. Location of proposed Swimming Pool and dis barge ring. 1. Location of proposed Soil Stockpile Areas. JUL k, Location of proposed Construction Entrance/Staging A ea(s). I. Location of proposed concrete washout area( . i ITI. Location of all proposed erosion&sediment control me ures. IMENT CONTRO S ]E SOT 2. Stormwater Management Control Plan must Include Calcul itions showing Inclucle but not be limited tb: that the stormwater improvements are sized to capture,stoi e,and Infiltrate Well maintained'Construction int ranrp on-sile the run-off from all impervious surfaces generated by a two(21 Inch Ire Backed Silt Fencing, stab) i rainfall/storm event. ee ing of exposed and or i 3. Details&Sectional Drawings for Stormwater practicesare'req Ared for approval, l Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. h. Construction Entrance &Site Access, c. Inlet Drainage Structures (e'.g,catch basins,trene drains,etc,) d. Leachin Structures (e. . Infiltrationbaslns,swale etc.) 1 ., . I'�)It I•::�(:,1t�'4:.1?I�.INt; "� ) USE 'NLY� _•:......... . -....::_.......:_i::_.__.........._..:w--::�.-:�.—..�._....:_-.::---�::--,-..::•.:•. .. .... • > Al's i'M)ri\ ' Additional Information is R6quired. Reviewed & 1 Stormwater Management Control Plan is of Complete. Approved By: I — — — — — — — — — — — — — - - - -• - - - - - - 1 Stormwater Management C' ntrol Plan is omplete. Date: 7/1 li- i ® SMCP has been approved b;the Enginee ng Department. r I s pF SOUr�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G.�C • Q Southold,NY 11971-0959 Q �y'rOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 7, 2022 John Durante Jr. 19 Flower Lane Manhasset, New York 11030 RE: 4260 Old Jule Lane, Mattituck NOTE: The Building Inspector will acce pA ures of the water side pool gate .latches that have been corrected. VPV h& 1iAvve, TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit X Trustees Certificate of Compliance. (Town Trustees # 765-1892) PeC 101 2-S Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45996-Z New Dwelling with Swimming Pool DECLARATION OF COVENANTS TIESs +11 DECLARATION made this�day of Ja r(jq 2018, by John Durante, Jr. & Angelic Durante, residing at 19 Flower Lane, Manhasset, NY 11030 hereinafter referred to as "DECLARANTS": WITNESSETH : WHEREAS, DECLARANTS are the owners of certain real property located at 4260 Ole Jule Lane, Mattituck, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 70, Block 4, Lot 29, which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinafter referred to as the Property; and WHEREAS, the Property is'situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted;and WHEREAS,the DECLARANTS therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, on October 18, 2017, the Trustees approved the application and issued a permit with terms and conditions;and WHEREAS,the issued permit,terms and conditions of the permit,as well as the survey prepared by Peconic Surveyors, last dated January 9, 2018, and stamped approved on February_l, 2018,upon which the permit is based,are annexed hereto as Schedule"B;"and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a fifteen-foot wide "non-turf buffer" be established and maintained landward of the bulkhead, as depicted on the survey prepared by Peconic Surveyors, last dated January 9, 2018,and stamped approved on February 1,2018; NOW,THEREFORE,the DECLARANTS do hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted-activities there shall be established and perpetually maintained landward of the bulkhead on the subject premises a fifteen-foot wide "non-turf buffer" as defined by Chapter 275 of the Town Code, as depicted on the survey prepared by Peconic Surveyors, last dated January 9, 2018, and stamped approved on February 1,2018. 2) The DECLARANTS shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants.shall run with the land and shall be binding on the DECLARANTS, their heirs, assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 IN WnNESS WHEREOF, the owner has duly executed this instrument this -7*h day of J)t:��V'' 2018: " —15 e,Jr. J f Angelic Durante STATE O 1 a SS41.Cr ss: COUNTY L On the_j�h day of ria Vel , in the year 2018, before me the undersigned, a Notary Public in and for said State, personally appeared John Durante. Jr. personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf bf which the individual acted,executed the instrument. Notary Public ROSA A.TROIA Notary Public,State of New York I No.41 963753 STATE OF 1 V-e1W Y IL- Qualified gni Ces MarOounty CommisSlon March,19. ss: COUNTY OF �U OIi�SCi. - On the-3!:�j day of VUyt , in the year 2018,before me the undersigned, a Notary Public in and for said State, personally appeared Angehe.Durdnte: personally known to me or proved to me on the basis of satisfactory-evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. Notary Public 3 SCHEDULE A ALL that certain plot,piece or parcel of land, situate, lying and being at Mattituck,in the Town of Southold, in the County of Suffolk, and State of New York, and being more fully bounded and described as follows: BEGINNING at a point on the Southeasterly line of Ole Jule Lane, distant 686.87 feet southerly and southwesterly from the corner formed by the intersection of the easterly line of Ole Jule Lane and the southerly side of Kraus Road, said point also being where the northeasterly line of premises descnbed, herein and the southwesterly line of lands now or formerly of Kelvin Kubo and Carrie Shigetomi intersect the southeasterly line of Ole Jul Lane; RUNNING THENCE along the said lands now or formerly of Kubo and Shigetomi, South 30 degrees 29 minutes 40 seconds East, 184.60 feet to a bulkhead located at the mean high water mark of James Creek; THENCE along a tie line along the mean high water mark of James Creek, South 58 degrees 34 minutes 00 seconds West,99.87 feet to lands now or formerly of Eric Muntner and Marie Muntner; THENCE along the said lands of Muntner,North 30 degrees 29 minutes 40 seconds West, 180.91 feet to a rebar set in the southeasterly line of Ole Jule Lane; THENCE along the said southeasterly side of Ole Jule Lane,North 56 degrees 27 minutes 10 seconds East, 100.00 feet to a rebar set and the point or place of BEGINNING. 4 �`�5t Am4qC49 �1PStAmerican Title DR RUEOVIE July 25, 2018 D R AUG 1 2010 Town of Southold 53095 Route 95 BUILDING DEPT. Southold NY 11971 TOWN OF SOUTHOLD RE: Title No.: SSA-37229-16 Tax Map No.: District 1000, Section 122.00, Block 04.00 and Lot 029.000 Dear Sir or Madam: Please be advised that ADVANTAGE TITLE AGENCY,INC.is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,omit title exceptions,collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, a� Mitchell ck Senior Underwriting Counsel Agency Division MG/gb cc: ADVANTAGE TITLE AGENCY, INC. 201 Old Country Road, Suite 200 Mclville,NY 11747 (631) 424-6100 140 East 45`h Street,441"Floor,New York, NY 10017 TEL 212.381.6600' FAX 212.381.6615 www.firstamny.com THE ADVANTAGE GROUP: ADVANTAGE TITLE ADVANTAGE FORECLOSURE • ADVANTAGE LEGAL ADVANTAGE SE TLLEEi EI[ DQM ME l D) c Advantage Title Agency Inc. AUG - 6 2018 -01 hereby certifies to: BUILDING DEPT. TOMW 03 SOU HOLD TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1957 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1957. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. Liability of Advantage Title Agency Inc., under this Certificate, is in no way to exceed the sum of $25,000.00. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 20L�. LICE GORMAN Notary Public Notary public,State of New Yo* No.01G06070980 Qualified in Suffolk Cout)n Commission Expires March It 20 Title No.: SSA-37229-16 Reference: 4260 Ole Jule Lane,Southold Effective date: June 15, 2018 at 9 a.m. 201 OLD COUNTRY ROAD,SUITE 200,MELVILLE,NY 11747 20 WEST MAIN STREET,RIVERHEAD,NY 11901 245 PARK AVENUE,NEW YORK,NY 10167 631.424.6100 ADVANTAGETITLE.COM Page 2 of 13 SSA-37229-16 PARCEL"A" Subject-Premises District 1000;Section 122.00, Block 04.00 and Lot 029.000 DEED Julius Zebroski Dated: - September 29, 1951 Recorded: October 1, 1951 to Liber: 3271 John J. Eller Page: 427 NOTE: Covers premises and more. DEED John J. Eller Dated: October 27, 1966 Recorded: November 21, 1966 to Liber: 6072 Harold W.Wilsberg and Ernest E. Wilsberg Page: 49 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of Ilk 20. 11 'TRACY NICOLETTI CALLAHAN Notary Publ Notary Public,State of New York No.01 N16071474 Qualified in Suffolk County Commission Expires March,18,20 Page 3 of 13 SSA-37229-16 PARCEL"A" Subject Premises District 1000,Section 122.00, Block 04.00 and Lot 029.000 DEED Harold Wilsberg and Ernest E.Wilsberg V/ Dated: October 28, 1986 Recorded: July 2, 1987 to Liber: 10332 Page: 375 Harold Wilsberg V DEED Harold Wilsberg Dated: June 28, 1990 Recorded: August 21, 1990 to / Liber: 11123 Harold W.Wilsberg, as Trustee for l// Page: 358 Harold W. Wilsberg Trust, agreement dated 4/6/88 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Ka by Randazzo Executive Vice President Sworn to before me this day of 20_ .. TRACY NICOLETTI CALLAHAN Notary Publi Notary Public,State of New York No.01 N16071474 Qualified in Suffolk County Commission Expires March 18 �� Page 4 of 13 SSA-37229-16 PARCEL"A" Subject Premises District 1000,Section 122.00, Block 04.00 and Lot 029.000 LAST DEED OF RECORD Harold W. Wilsberg, as Trustee of the Harold-W. Dated: June 21, 2016 Wilsberg Trust Recorded: July 11, 2016 to � Liber: 12870 _ John L. Durante,Jr. and Angelic Durante, his wife Page: 830 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 20 �. TRACY NICOLETTI CALLAHAN Notary PubliU Notary Public, State of New York,, No.01 N16071474 Oualified in Suffolk County Commission Expires March 18,2 Page 5 of 13 SSA-37229-16 PARCEL"B" Premises adjacent to the West District 1000,Section 122.00, Block 04.00 and Lot 028.000 DEED Julius Zebroski Dated: September 29, 1951 Recorded: October 1, 1951 to Liber: 3271 John Eller and Viola Eller, his wife, Page: 430 as tenants by the entirety NOTE:John Eller died April 30, 1961, a resident of Queens County. LAST DEED OF RECORD Viola Eller Dated: January 20, 1999 Recorded: March 5, 1999 to Liber: 11949 Eric Muntner and Marie Muntner,•his wife Page: 546 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 201 J4 TRACY NICOLETTI CALLAHAN Notary Notary Public, State of New York No.01 N16071474 Qualified in Suffolk County Commission Expires March 18,20—Ck Page 6 of 13 SSA-37229-16 PARCEL"C" Premises adjacent to the East District 1000,Section 122.00, Block 04.00 and Lot 030.000 DEED Julius Zebroski Dated: February 24, 1954 Recorded: April 21, 1954 to Liber: 3682 Walter Gauer and Tessie Gauer, his wife Page: 216 DEED Walter Gauer and Tessie Gauer, his wife Dated: June 13, 1955 to Recorded: June 17, 1955 Liber: 3909 Ernest E.Wilsberg Page: 132 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. nd kat1hy Ran azzo Executive Vice President Sworn to before me this�day of 20LY. TRACY NICOLETTI CALLAHAN Notary Public,State of New York Notary No,01 N16071474 Publi qualified in Suffolk County Commission Expires March 18,20� Page 7 of 13 SSA-37229-16 PARCEL"C" Premises adjacent to the East District 1000,Section 122.00, Block 04.00 and Lot 030.000 DEED Ernest E. Wilsberg Dated: October 25, 1994 to Recorded: November 18, 1994 Liber: 11703 Ernest-E Wilsberg, as Trustee of the Page: 99 Ernest E Wi sl berg Revocable Trust dated March 26, 1991 DEED Ernest E. Wilsberg, as Trustee of the Ernest"E-Wilssberg Revocable Trust Dated: November 10, 2000 dated March 26, 1991 Recorded: November 13, 2000 to Liber: 12084 Ernest E. Wilsberg Page: 44 First American Title Insurance.Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 20-1� TRACY NICOLETTI CALLAHAN Notary Public, State of New York NotaryPub No. 01 N16071474 Qualified in Suffolk County Commission Expires March 18,20.a Page 8 of 13 SSA-37229-16 PARCEL"C" Premises adjacent to the East District 1000,Section 122.00, Block 04.00 and Lot 030.000 DEED Ernest E.Wilsberg Dated: October 10, 2002 to Recorded: December 12, 2002 Liber: 12224 Sanford Bernhardt and Sarah M. Bernhardt, his wife Page: 879 DEED Sanford Bernhardt and Sarah M. Bernhardt, his wife Dated: December 22, 2004 to Recorded: January 6, 2005 Liber: 12364 Ole Jule LLC Page: 542 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. 01 nd Kat y Ran azzo Executive Vice President Sworn to before me thisday of ft, 2011 TRACY NICOLETTI CALLAHAN Notary Public, State of New York 071474 Ngtary Pu I Qualified in o.01 NSuffo k County Commission Expires March 18,2�� Page 9 of 13 SSA-37229-16 PARCEL"C" Premises adjacent to the East District 1000,Section 122.00, Block 04.00 and Lot 030.000 DEED Ole Jule LLC Dated: January 3, 2006 to Recorded: February 22, 2006 Liber: 12437 Tracie M.Villani Page: 50 LAST DEED OF RECORD Tracie M.Villani Dated: March 23, 2012 Recorded: April 11, 2012 to Liber: 12690 Kelvin Kubo and Carrie T.Shigetomi, his wife Page: 207 First-American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo UO Executive Vice President Sworn to before me this c�Pday of A 2 r 20 TRACY NICOLETTI CALLAHAN Notary Public, State of New York No.01 N16071474 Notary PU&c Qualified in Suffolk County Commission Expires March 18,20-=- Page 10 of 13 SSA-37229-16 PARCEL"D" Premises adjacent to the South District 1000,Section 122.00, Block 04.00 and Lot 044.008 James Creek DEED Dated: January 24, 1944 Leslie R. Birmingham Recorded: January 25, 1944 to Liber: 2338 Julius Zebroski Page: 444 NOTE: Covers premises and more. NOTE: Covers Tax Lot 044.008, formerly known as Tax Lot 044:001, which was formerly known as Tax Lot 044.000. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 201e TRACY NICOLETTI CALLAHAN Notary Public, State of New York Notary Publi No. 01N16071474 Qualified in Suffolk County Commission Expires March 18,20 La 1 Page 11 of 13 SSA-37229-16 PARCEL"D" Premises adjacent to the South District 1000,Section 122.00, Block 04.00 and Lot 044.008 James Creek DEED Jean M.Tuthill, as the County Treasurer Dated: March 2, 1984 of the County of Suffolk Recorded: March 2, 1984 to Liber: 9522 The County of Suffolk Page: 9 NOTE: Covers premises and more. NOTE: Covers Lot 044.008,formerly known as Tax Lot 044.003. NOTE: Correction Affidavit recorded September 18, 1984 to correct the Tax Lot number from 044.003 to 044.003 and 048.000. -First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. �4 Ca Kathy Randazzo LV Executive Vice President Sworn to before me this.-� day of 20 TRACY NICOLETTI CALLAHAN Notary P Notary No.Public, New York 01 N16071474 Qualified in Suffolk County Commission Expires March 18,20�c Page 12 of 13 SSA-37229-16 PARCEL"D" Premises adjacent to the South District 1000,Section 122.00, Block 04.00 and Lot 044.008 James Creek DEED Dated: October 31, 1985 The County of Suffolk Recorded: January 31, 1986 to Liber: 9970 Julius Zebroski Page: 508 NOTE: Covers premises and more. NOTE: Cover Tax Lots 044.008,formerly known as Tax Lot 044.005. LAST DEED OF RECORD General L. Rains,as the County Treasurer Dated: May 19, 1993 Of the County of Suffolk Recorded: May 24, 1993 to Liber: 11630 The County of Suffolk Page: 161 NOTE: Covers premises and more. NOTE: Cover Tax Lots 044.008,formerly known as Tax Lot 044.007. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of 201 `�.. TRACY NICOLETTI CALLAHAN Notary Public, State of New York otary Public No.01N16071474 Qualified in Suffolk County Commission Expires March 18, 20a!) Page 13 of 13 SSA-37229-16 PARCEL"E" Premises adjacent to the North Ole Jule Lane Ole Jule Lane is a street. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. 14kU--)d0J I-)A Kathy Randazzo Executive Vice President Sworn to before me this day of 20 TRACY NICOLETTI CALLAHAN Notary Public, State of New York Notary Publi No.o1N16071474 Qualified in Suffolk County Commission Expires March 18,20 4 ~ LIMITATION OF LIABILITY FOR INFORMATIONAL REPORT IMPORTANT - READ CAREFULLY: THIS REPORT. IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO REAL PROPERTY. IT IS NOT AN ABSTRACT,1EGAL OPINION, OPINION OF TITLE, TITLE INSURANCE COMMITMENT, OR ANY FORM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUSIVELY FOR THE BENEFIT OF THE APPLICANT THEREFOR, AND MAY NOT BE USED OR RELIED UPON BY ANY OTHER PERSON..THIS REPORT MAY NOT BE REPRODUCED IN ANY .MANNER WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANTAGE TITLE AGENCY, INC. ("ADVANTAGE"). THE INFORMATION HEREIN IS PROVIDED AS IS AND WITHOUT WARRANTIES OF ANY KIND. AS A MATERIAL PART OF THE CONSIDERATION GIVEN IN EXCHANGE FOR THE ISSUANCE OF THIS REPORT, RECIPIENT AGREES THAT ADVANTAGE'S SOLE LIABILITY FOR ANY LOSS OR DAMAGE CAUSED BY,AN ERROR OR OMISSION DUE TO INACCURATE INFORMATION OR NEGLIGENCE IN PREPARING THIS REPORT SHALL BE LIMITED TO THE FEE CHARGED FOR THEAEPORT. RECIPIENT ACCEPTS THIS REPORT WITH THIS LIMITATION AND AGREES THAT ADVANTAGE WOULD NOT HAVE ISSUED THIS REPORT BUT FOR THE LIMITATION OF LIABILITY DESCRIBED ABOVE. ADVANTAGE MAKES NO REPRESENTATION OR WARRANTY AS TO THE LEGALITY OR PROPRIETY OF RECIPIENT'S USE OF THE INFORMATION HEREIN. , r J j STAKE—OUT SHEET FOR JOB 16-037 f EB 27 I STAKED JAN. 15, 2019 _ STAKE SET ---- - OLE JULE LANE EL8.8' Ei_ 113' (PUBLIC WATER IN STREET) EDGE OF PAVEMENT EDGE OF PAVEMENT PROP. COBBLE STONE BELGIUM BLOCK PROP, COBBLE STONE INLAY CURBING INLAY UTIUTY - -OH W'S-y`- UTIUTY POLE EL e•e'N56' E .a 100.00' EL 6. POLE � CONC SET WATER SET l EN"ARK NAR IN POLE WASH Q REB AR METER EL 10.50' I LP2 iP1 Sr �E EP .� y� Z < SRT BARRIER FILTRAT1GtM FENCE in LP5 �� Y' GRA L� I 4 8 'IPB� LP4 # WAY �< Bamm BLOCK CURBING DRIVE 3C4 w ' �ROPOSED 2 STY'` Iv FRAMED HOUSE � PROPOSED '� POOL EFp�P N�F AMED HOUSfF� �..... : _p: ( DW �• Q FRAMED HOUSE JSP yK , ti\ f�9 4,Qp �j. i DW PROP. RAI �� ��` SED COVERED DECK PROP. EL 0.5 �STEPP/?G PROPOSED to ,sg' S RAISED NATE SSTON io SHED v 1 W PROPOSED 1'Xfl 9' S 18'X36' POOL�9 02121 OQ� EN OCL SURE ELEV. + 10.5 OF � FENCE 12.3' / IONf� N� ' QIZP-�OME�. W UNE �. AI �-i'MIOE BUIESTONE COPING PROPOSED WE BACKED \� ..�" , / MINESTONE RAISED PATIO SILT BARRIER FlLTRA7IQV FENCE / 18.1'x5.0' EL10.5 POOL ENCLOSURE FENCE 00 \ \ �, EL 6.7' PROPOSED WERE BACKED SILT BARRIER FlLTRAAON FENCE ^0 O' ZONE TIDAL WETLANDS BOUNDARY AS DELINEATED BY / EN-CONSULTANTS 5-18-16 WLF P � 8 SRT TI E-1 _ = cam N O ENCLOSURE FENCE APPROVED ry E- �15 NIDE o NON-TURF BUFFER [S'," �3 L 3.1 r EL 4.5' EL 3.8' OAR( B HEAD 4' W �VVLA�NtAUUS 834'00"W TIE UNE a MHWM 99.87' AT PVC WN OF SOUTHOLD AT BULKHEAD BULKHEAD DAT JAMES MRM, �, 20lq CREEK _ 2 ;tip � G�(� •�v� (r�°�. \.`.A# V Y E M-CK/PA110 y' y w •tea«�,Lltd or,[ICCGJ z Vits t~;l..11� TANK PPRC)VE Ekwu aro. PiEl C t i v► I r�/�' snortMTr.+r.*cad s - �i'S f A" RU 1 1 < ^•, �� f'`._.�` _.�`.-✓ C i6WN OF SO �COLD (C! k , wV Y !�� <\ V.� BATE i*, t CCAlorl IMP i +"S �k RAIN RUNOFF CONTAINMENT HOUSE , GARAGE & COVERED DECK = 1965 sq.ft. 1VEWA1x0.17 =334 cu.ft. KRA US RD. SUR VEY OF PROPERT Y DRIVEWAY (PERVIOUS) = 2376 sq.ft. RAISED .8x0. PATI cu.ft. A T MA TTIT UCK RAISED STONE PAT70S = 466 sq.ft. V�V��`�P��RI 376xO.8x0.17=64 cu.ft. \ Q 708/201=3.61 DWsf t TOWN OF SO UTHOLD PROVIDE (4) DRYWELLS 80 x 4' DEEP OR EQUAL SUFFOLK COUNTY, N. Y. 1000-122-04-29 PROPOSED LOT COVERAGE TOWN OF SOU7HOLD ,� \ �— SCALE. 1 — 30 BUILDABLE LAND=18218 SQ.FT. 05-�o-' ^ JUNE 2, 2016 HOUSE WITH GARAGE = 1600 sq.ft. \p tl COVERED DECK = 365 Sq.ft. A E,- yip. eco• NOVEMBER 30, 2016 (PROP. HOUSE) POOL = 760 sq.ft. `G DECEMBER 13, 2016REVISIONS) RAISED RAISED BLUESTONE PA RO = 90 sq.ft. lQ�� MAY 02, 2017 PROP POOL) 3191 sq.ft. ` 6� ( MAY 12, 2017 (REVISIONS) 3191/18218 = 1Z57. SEPTEMBER 08, 2017 (PROPOSED POOL) PROPOSED DEC COVERAGE DECEMBER 22, 2017 (REVISIONS) E ADJACENT LAND AREA WITHIN 300' OF H.W.M. = 18218 SQ.FT. � Q Q �Go JANUARY 9, 2018 (REVSIONS) HOUSE WITH GARAGE = 1600 sq.ft. ��. ( oG� 15V S 9 P�pt� COVERED DECK = 365 sq.ft. `�� 3�P \` ' � G�J� ovI � q •c � POOL = 760 sq.ft. ��00 P.�IG� oQpSP����R RAISED NATURAL STONE PA 770 = 376 sq.ft. DRIVEWAY COBBLE STONE INLAY = 296 sq.ft. �v� RAISED BLUESTONE PA 770 = 90 s ft. �Q7� e�-�'Q-l�.� I°oG�; °s paE q• `��'' STEPPING STONES = 64 sq.ft. �e �O 3�'� ;' 3551sq.ft. �Q 3551/18218 = 19.59 Excava$'on 4r4 f1n^ n 'y�; � °F eP �' ��^Oe\\__jv `� s S 2 For 4 meg.- ��,,, 0• GF- (p�.p,l . % ( i� h 100 /^ PROPOSED SEPTIC SYSTEM By I' � zalt`h Dep;,;, ti ent Qo CVm �s,--�� �j;�s �' I e � �<ZoG0 (4) BEDROOMS r-r ��� ,� >;. ;o�' ; �: Shy/ �C\ [1] 1200 GALLON PRECAST SEP77C TANK. Q 5�E, \{F,'c�� ;-' �y'3 / _--_ , S��/��r�Q 2 ;' � 10 0 x 2.5 EFFECTIVE DEP 77-1 ��,e �y 1�' �� i -�` �`q 0`'� �0 s. I,o,a, [6] 8 FT. DIA.x 2 FT. DEEP PRECAST CONCRETE LEACHING POOLS PG��o� to� br SS�pfiPG� �/4 F , BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) 0�0 � e \ s / ego s, opo 2' MIN. ABOVE GROUND WATER °QpS0o\-�P�°a050 �pSF-S'(�� AGE R �PR��E OGS GJR \ Qop\. �c?off\ Q�oe e° RP�EV�y t P TEST HOLE DATA 0GOyea. �P�`'F e�0eo�?o�� �oC50\10C Q e McDONALD GEOSC/ENCS ��., \ ,ti;�a�� O s � ?•�S ��� 5 4 �4, 1 G� EL.7.2' MIXED SAND AND LOAM -�a 0 ? ea ,Z+° F�`? I "ro ' ---- 2.0 0 ♦a' pSJ a BROWN SILTY SAND SM �`2y ��G 20°6� ' EL.1.5' ----- 5.7' I s s WATER IN BROWN SILTY SAND SM r �' °" k7 ----- 6.0' y, °, v G� WATER IN BROWN FINE SAND SP SEOIt 13.0 NOTE WATER ENCOUNTERED 5.4' BELOW SURFACE 0 Q OG'p�0 SNF-�v� • = REBAR SET ��5 SEP �$' % .�F- P•c Cc �.....v�.....�_.._....��..;_, - ---_�.... Pip P��S h/ 3 S U r FO L:C CO U INT 'D!:F„R77"- .� "" I '—1 14 = WETLANDS FLAG �o Gpl�s� �2 4 tar-11t•1 r.n.,n..._; --R AA � = ;' TEST HOLE EL. � / 3I`;`°vr ;A ::�. .._. _:.....,.. Y`:��;• BAY D 2 2013 FLOOD ZONES FROM FIRM 3610JC0482H 9/25/2009 DATr � � r_n_ .. _ : ,, tp_L-�- oa ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88' ./ SEPTIC SYSTEM DETAIL YP1^ES T I IMEE YZ7 F—'3 F,-,!W,.1ST� I=ATAIIMOV L fresh air inlet with bug screen NOT 7V SCALE The location of public water, wells and Cesspools flexible support ring connector shown hereon are from field observations and or from HOUSE at pvc/ci.joint F.F. EL. 10.5' data obtained from Others. steel cover plate clean outs FINISHED GRADE EXP. POOL EL. 9' EL 8.6' EL. 7.4' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND MIN. I.E. 24" ' MAX ASONARY CH/W& CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR 7.5' 6XIIN. �'� I �MASONARY CHIMNEY SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS 12" 1;MIN. SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. a 4" concrete pit I.E. 5,+6. 2 MAX uu, CERTIFIED T0: C,\U�h Ck � �� 18" I.E., ® ® ® ®� �` JOHN L. DURANTE JR. 6.0 174• PER FOOT I.E. ® ® ®a 2' ANGELIC DURANTE <, 4"cast iron house trap MINIMUM PITCH �•e ® � STEWART TIRE INSURANCE COMPANY ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION 1 t,_- . _ � 174" PER FOOT 4" :- SDR-35 . OF SECTION 72090E THE NEW YORK STA TE EDUCATION TION LAW. �r MINIMUM PITCH min. MINA" DIA. PIPE [6]8'A.x 2 FT. DEEP �, `'t r.,.., . ;,C' Q 18 SDR-35 2• 1200 GAL.PRECAST I 2 min. LEACHING POOLS PECOI�IIC-St7RVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA77ONS Y%* P4'r"^%�MIN.4' DIA. PIPE SEP 77CTANK GROUND WATER HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF - ,�---------------------- EL.1.5' -- „--,�------------------------ -- AREA 18,250 SQ. r''T. (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR HIGHEST RECORDED GROUNDWATER IFi I„ III _ P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. ll'� t0 TIE LINE 1230 TRAVELER STREET F BACKFILL_M/1TERIAL TO BE CLEAN SAND & GRAVEL lll1llL ��ld� -.110 .' C11A X z? "��t� "'�"��lii �' SOUTHOLD, N. Y. 11971 16-037 r t KRA US RD. SURVEY OF PROPERTY A T MA TTIT UCK \ o -`G TOWN OF SO UTHOLD SUFFOLK COUNTY, 1000-122-04-29 ` SCALE.- 12= 30' JUNE 2, 2016 ��L •t1P eco• NOVEMBER 30, 2016 (PROP. HOUSE) DECEMBER 13, 2016 (REWSIONS) MAY 02, 2017 (PROP. POOL) ` 6$ MAY 12, 2017 (REVISIONS) SEPTEMBER 08, 2017 (PROPOSED POOL) DECEMBER 22, 2017 (REVISIONS) JANUARY 9, 2018 (REVISIONS) JUNE 3, 2019 (FOUND. LOC.) CERTIFIED T0: JOHN L. DURANTE JR. �P i ANGELIC DURANTE STEWART TITLE INSURANCE COMPANY �QJ� o,A�,�0 0 ea c O 0 o CONC. 191 9 2 DAG Lo. V= 0�O GONG `t TEST HOLE DATA MCDONALD GEOSC/ENCE y Qoo� 04/27/16 . .� 2 0' MIXED SAND AND LOAM UUnc. WALL1101 , I F BROWN SILTY SAND SM n o Ga<^ � 0 EL.1.5' ----- 5.7' ko A WATER IN BROWN SILTY SAND SM � •�, S p0 .IG r ?�" pPG�EF'�O� Op �E �p0 WATER IN BROWN FINE SAND SP 09p�N - o��,� .ti.CID �P�° 13.0' •`~\ �-- -�.. °°�Q��P�R�E '` ���,� NO TE. WATER ENCOUNTERED 5.4' BELOW SURFACE �p A • ` ---7 �� a���Pp 000( CLOS a g'N8 KEY �o� Q - REBAR �� ® WELL ® = STAKE = TEST HOLE ® = PIPE l S = MONUMENT = WETLAND FLAG �- = U77LITY POLE a`h joc FLOOD ZONES FROM FIRM 36103C0482H 9/25/2009 OF P.E*ly), ELEVATIONS do CONTOUR ONES ARE REFERENCED TO NAVD 88' �� � .,`�•,,,E P,� .,r. INE LOCA170NS OF WELLS AND CESSPOOLS SHOWN HEREON AREFROM FIELD OBSERVA77ONS 1r .� _, + f •; F r,y=` �y x• AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE THEIR LOCA77ONS AND OR EX/S7FNCE IS NOT GUARAN7FED. l AM FAM/LIAR WITH 7HE STANDARDS FOR APPROVAL AND CONS7RUC770N OF SUBSURFACE JUN 1 8 20 19 r 4 •"{^ {- SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES AND WILL AB/DE BY THE N'�,�. -,,�IC.��NO:'i 4 CONDI77ONS SET FORTH 7HERE/N AND ON THE PERMIT TO CONSTRUCT. 61 S_._ .. . �... 765-5020 FAX (631) 765-1797 AREA= 18 250 SO. FT. PECONIC S-SURVtYORS, P.C. : '�3 �`�` �" "� " 1) ANY AL7FRAnON OR ADD/770N TO THIS SURVEY/S A NOLA770N OF SEC170N 7209 OF THE NEW t0 TIE LINE (63 YORK STA TF EDUCA7TON LAW. EXCEPT AS PER SECTION 7209-SUBD/NSION 2. ALL CER71F7CAT10NS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY/F SAID MAP OR COP/ES BEAR THE P.O. BOX 9091230 TRAVELER STREET IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 16-037 t SCUM ID. No. 820170202 ZEC KRAUS RD. SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD \ SUFFOLK COUNTY, N.Y. 1000-122-04-29 SCALE.- 1'= 30' t. .L. x 2a•MID MTR 7RAFf1C J .� JUNE 2, 2016BAMET AA%oO H-20 SIXW ROs1 � 41NOVEMBER 30, 2016 (PROP.'HOUSEDECEMBER 13 2016(RENIS/ONS)La 2 ; MAY 02, 2017(PROP. POOL) °•7 ae MAY 12, 2017(REVISIONS) SEPTEMBER 08, 2017(PROPOSED POOL) NOM-SEPTIC TAW AND LEACWINC-POOLS INSTALLED UNDER DRIVEWAY MEET AASNTO H-20 ' TRAFFIC BEARING STANDARDS INCLUDING HEAVY DUTY LOCKING CAST IRON LOVERS AT GRADE '( DECEMBER 22, 2017(REVISIONS) EXPANSON POOLS INSTALLED UNDER DRIVEWAY MEET H-20 7RAFF7C BEARING v STANDARDS IWTH WASTE UNE CAPPED IN SEPTIC TANK. \ ` JANUARY 9, 2018(REVISIONS) JUNE 3, 2019(FOUND. LOG) GO) � ��� c� "� APRIL 12, 2021 (FINAL SURVEY) �v�v1A ^ y�f� ♦ JUNE 11, 2021 (ADDED SEP7IC) MAY 9, 2022(REVISIONS) O YYYY D��P' e a a OCTOBER 17, 2022 (SEP71C FINAL) e ' •t eS r TPI•y _ P.cl° A A CERTIFIEDOHL dd ; d,`z�y'L� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES JOHN T DURANTE JR. O' S O �a. O o 0 ANGELIC DURANTE y9�``Qds LP aP s°d `.�o- APPROVAL OF CONSTRUCTED WORKS FOR STEWART)RILE INSURANCE COMPANY ,e c �+ Seib, m u ASINGLE FAMILY RESIDENCE — �� ��. �+- 4 i,'�°' Dale ttnNzozz H.S Ref No Rtan-ozoz The sewage disposal and water supply facilites at this location have been Marx o Q�aP r inspected and/or certified by this Department or other agencies and found TEST HOLE DATA `ry �h dee' '• ��d to be satisfactoryFOR A MAXIMUTA OF < _BEDROOMS NrDQV04 GEOSOINLE U F? C '/27/76 U`'ll r?� �S NIXED$AND AND LOAN EL72 --_--20' r m 3 1 - Offim of Wastewater Management BROW MTY SAND sI TP�o o a•E Oe ' 11 g��`��Qg o� Wix •'�' Q.L5' WATER IN BROWN SILTY SAND SM WATER IN BROW FINE SAND EP 130' �J"""+Jy' 0•� NOTE WATER INCOUN71RE0 5.4'BELOW SURFACE 4 0 .00 KEY w" REVA YM 0 o STAKE -XSr e =TEsr HOLE • =PIPE OF NEW YOq ■ =MOJUMENT f; yetis? =WEILAND FLOG ''L a U77LITY POLE oto I FLOOD 2&M FRO/MM 30030487F7 9125/2009 - EEEVABLWs&CONTOUR LDIES ARE RE7'ERENfED TO NAW Be THE LOCAnONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVARONS AND OR FROM DATA OBrAINED FRLW 07HOM TNERFFOTE THEIR LOCA ROWS AND OR EVSIENCE ' �� ff I NOT GUARANTEED. NOV 1 F 7'197 N.`YS.�LIC. O. 051132 L EW GE DISPOSAL WM THE STANDARDS FOR APPROVAL ANDS AND WILL A OF BY ZHRFALE I I –01 SEWAGE DISPOSAL S'ISTEMS FOP SWfiE FAMILY RES/DINCES AND INll.ALT/DE BY TILE N.YS. LIC. NO. 49618 CONDIRONS SET FORM TOWN AND ON THE PEMRT 70 CONSTRUCT. L PECONIC SURVEYORS, P.C. ANY AL7ERA)ROW OR ADOBON TO MIS SURVEY IS A WOLA77ON OF SECTION 7209 OF ME NEW AREA=IB,250 SO. FT. r •_ (631) 765-5020 FAX(631) 765-1797 YORK STATE ED�/GROV LAW ECEPT AS PER SECROI 2209-MBDIWMCN 2 ALL ORNMARONS to TIE LINE ��n•�� �� P.O. BOX 909 NEREDNARE VAUDOF OTHISR MAP TO7 ND ca vINTHDWW ONLY IF SADDMURE APPEARS �MAP OR Ca-ES BEAR ME ,�� 1230 IRA VELER STREEAIRREZED Me T SOU7HOLD, N Y. 11971 16-037 CNJREScheck Software Version 4.6.4 Compliance Certificate Project Proposed Durante Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 2,740 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4260 Ole Jule Lane Frank Notaro-Agent Frank Notaro R.A. Mattituck, NY 11952 Arch itecnologies Architecnologies@yahoo.com 648 Roanoke Ave. 648 Roanoke Ave. Riverhead, NY 11901 Riverhead, NY 11901 631-298-1129 631-298-1129 architecnologies@yahoo.com aArchitecnologies@yahoo.com Compliance: trade-off Compliance: 19.4%Better Than Code Maximum UA: 459 Your UA: 370 Maximum SHGC: 0.40 Your SHGC: 0.01 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 minlmum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall South Lower:Wood Frame, 16" D.C. 384 15.0 15.0 0.034 8 Orientation: Front Window L:Wood Frame:Double Pane with Low-E 42 0.340 14 SHGC: 0.01 Orientation: Front Window L:Wood Frame:Double Pane with Low-E 42 0.340 14 SHGC: 0.01 Orientation: Front Door 1:Wood Frame:Double Pane with Low-E 60 0.340 20 SHGC: 0.01 Orientation: Front Wall South Upper:Wood Frame, 16" o.c. 302 15.0 15.0 0.034 7 Orientation: Front Window H:Wood Frame:Double Pane with Low-E 21 0.340 7 SHGC: 0.01 Orientation: Front Window H copy 1:Wood Frame:Double Pane with Low-E 21 0.340 7 SHGC: 0.01 Orientation: Front Window D: Wood Frame:Double Pane with Low-E 19 0.340 6 SHGC: 0.01 Orientation: Front Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 1 of11 Gross Area Cavity Cont. Perimeter Window H copy 1:Wood Frame:Double Pane with Low-E 21 0.340 7 SHGC: 0.01 Orientation: Front Wall West Lower:Wood Frame, 16"o.c. 285 15.0 15.0 0.034 8 Orientation: Left side Window J:Wood Frame:Double Pane with Low-E 28 0.340 10 SHGC: 0.01 Orientation: Left side Window G:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC: 0.01 Orientation: Left side Window G copy 1:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC:0.01 Orientation: Left side Wall West Upper:Wood Frame, 16" o.c. 155 15.0 15.0 0.034 4 Orientation: Left side Window F:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.01 Orientation: Left side Window F copy 1:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.01 Orientation: Left side Window B:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC:0.01 Orientation: Left side Wall North Lower: Wood Frame, 16"o.c. 358 15.0 15.0 0.034 6 Orientation: Back Window M:Wood Frame:Double Pane with Low-E 66 0.340 22 SHGC: 0.01 Orientation: Back Window C:Wood Frame:Double Pane with Low-E 24 0.340 8 SHGC: 0.01 Orientation: Back Window G:Wood Frame:Double Pane with Low-E 13 0.340 4 SHGC: 0.01 Orientation: Back Window G copy 1:Wood Frame:Double Pane with Low-E 13 0.340 4 SHGC: 0.01 Orientation: Back Door 14: Glass 28 0.340 10 SHGC:0.01 Orientation: Back Door 13: Glass 28 0.340 10 SHGC: 0.01 Orientation: Back Wall East Lower:Wood Frame, 16" o.c. 285 15.0 15.0 0.034 8 Orientation: Right side Window C:Wood Frame:Double Pane with Low-E 24 0.340 8 SHGC: 0.01 Orientation: Right side Door 12: Glass 12 0.340 4 SHGC: 0.01 Orientation: Right side Ceiling Upper: Flat Ceiling or Scissor Truss 1,425 38.0 38.0 0.014 20 Ceiling Lower: Flat Ceiling or Scissor Truss 1,308 38.0 38.0 0.014 18 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,308 19.0 19.0 0.025 33 Crawl 1: Solid Concrete or Masonry 1,308 19.0 19.0 0.076 80 Wall height: 5.0' Depth below grade: 3.0' Insulation depth: 3.0' Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 2 of1l 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 o comply with the mandatory requirements listed in the REScheck Inspection Checklist. -'12• me t Title Sign ture Date Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 3 of11 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0,0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments%As`sumptions & Req.ID 103,1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the 0 building envelope.Thermal 2'` J❑Not Observable ; envelope represented on I❑Not Applicable construction documents. 103.1, ;Construction drawings and d❑Complies 103.2, documentation demonstrate (❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ' r ,. , ;° ❑Not Observable ; !Systems serving multiple ;[]Not Applicable ,dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. ,.f 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PRZ]? on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable U Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 4 ofll Section Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.2.11 ;Unvented crawl space wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO7]1 insulation R-value. R- R- UDoes Not ;table for values. oo ❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall ❑Complies [FOB]' :insulation installed per ;❑Does Not :manufacturer's instructions. # ❑Not Observable ❑Not Applicable ; 402.2.11 ;Unvented crawl space continuous ❑Complies [FO9]1 :vapor retarder installed over ❑Does Not exposed earth,joints overlapped by 6 in.and sealed, extending at ❑Not Observable least 6 in. up and attached to the ❑Not Applicable ; wall. 402.2.11 ;Unvented crawl space wall ; in. in. ;-- Complies ;See the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. ;❑Not Observable ; ❑Not Applicable 303.2.1 A protective covering is installed ;❑Complies [F011]z to protect exposed exterior ❑Does Not u insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system i❑Complies JFO12]2 controls installed. ❑Does Not l� ❑Nat Observable 10Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 5 ofil Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ,See the Envelope Assemblies 402.3.1, average). I❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products f❑Complies [FR4]1 f are determined in accordance ;❑Does Not ;with the NFRC test procedure or ,taken from the default table. ❑Not Observable J❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. j ❑Not Observable ❑Not Applicable ; 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 00 for has infiltration rates per NFRC j❑Not Observable :400 that do not exceed code J❑Not Applicable ;limits. ; 402.4.2 11C-rated recessed lighting fixtures l �❑Complies [FR16], sealed at housing/interior finish ;❑Does Not and labeled to indicate 52.0 cfm ; leakage at 75 Pa. �❑Not Observable ❑Not Applicable 403.2.1 (Supply and return ducts in attics i ❑Complies [FR12]1 insulated>= R-8 where duct is ❑Does Not ® >=3 inches in diameter and >_ ❑Not Observable 111-6 where<3 inches.Supply and return ducts in other portions of I❑Not Applicable ;the building insulated>= R-6 for ; diameter>=3 inches and R-4.2 ' jfor< 3 inches in diameter. 403.3.3.5 }}Building cavities are not used as ( ❑Complies [FR15]3 Sducts or plenums. ❑Does Not s❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies [FR]17]2 above 105°F or chilled fluids 1 ;❑Does Not below 55 4F are insulated to zR- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 :piping. ❑Does Not U ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 zR-3. ;❑Does Not l� ;❑Not Observable ' ❑Not Applicable 403.6 Automatic or gravity dampers ares ❑Complies [FR19]2 installed on all outdoor air }❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 6 ofll 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 TLow Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 7 of 11 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled f: ,' ❑Complies [IN13]2' or the installed R-values r ❑Does Not provided. OE]Not Not Observable Applicable 402.1.1, ;Floorinsulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood ',❑Does Not table for values. [ul]1 ❑ Steel ❑ Steel :❑Not Observable ❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the v ;underside of the subfloor,or floor, []Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. ; 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least Y2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 iwall insulation on the wall ❑ Mass ❑ Mass [IN3]1 !,exterior,the exterior insulation ; 1❑Not Observable 00 ;requirement applies(FR10). ;E] Steel E] Steel ;❑Not Applicable ; ; ; 303.2 ;,Wall insulation is installed per f ❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not ti❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 8 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ,❑ Wood UDoes Not 402.2.2, table 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2. [Fill' ti ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :,Blown insulation marked every ;300 ft'. ❑Not Observable ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies (FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 ;insulation >_R-value of the UDoes Not ;adjacent assembly. UNot Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies [FI17]1 tach in Climate Zones 1-2,and ;❑Does Not `<=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 i❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑Does Not i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Nat Observable I !tests,verification may need to ; i❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 determine air leakage with ftz ; ftz ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch iw.g. across the entire system ; !including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not !design airflow. ;}❑Not Observable f❑Not Applicable ; 403.1.1 Programmable thermostats ❑Complies [Fi9]z installed for control of primary ! heating and cooling systems and ❑Does Not initially set by manufacturer to ❑Not Observable !code specifications. I❑Not Applicable ; 403:1.2. {Heat pump thermostat installed T❑Complies ; [F1101z on heat pumps. ❑Does Not 1E]Not Observable ❑Not Applicable ; 4031:5:1, Circulating service hot water ;❑Complies [Flll]z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable Z❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 9 of1l section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system i❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ![]Not and air flow limits. ❑Not Observable Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; ,temperature. I 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The 111Does Not system return pipe is a dedicated ( ❑Not Observable return pipe or a cold water supply r , pipe. Gravity and thermos- ❑Not Applicable ; syphon circulation systems are ; not present,Controls for , circulating hot water system pumps start the pump with signal' ; for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ; [F129]2' comply with IEEE 515.1 or UL 111Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the >❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated - ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water I system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104sF. ; 403:5.4 Drain water heat recovery units ❑Complies ; [FI31]2 tested in accordance with CSA ;❑Does Not 855.1. Potable water-side y pressure loss of drain water heat []Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water + heat recovery units <2 psi for ; individual units connected to t three or more showers. I i 404.1 ;,75%of lamps in permanent ❑Complies 10Does (FI6]1 (fixtures or 75%of permanent Not fixtures have high efficacy lamps, ,Does not apply to low-voltage ❑Not Observable ; lighting. �❑Not Applicable ; 404:1.1. Fuel gas lighting systems have ;❑Complies [FI23]3 no continuous pilot light. #❑Does Not v ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 10 of11 • Section - # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions & Re .ID Value Value 401.3 Compliance certificate posted, i[INot ❑Complies [FI7]2 []Does Not []Not Observable Applicable 303.3 'Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. {❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title; Proposed Durante Residence Report date: 07/12/18 Data filename:J:\\Durante.rck Page 11 ofll 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 30.00 Below-Grade Wall 38.00 Floor 38.00 Ceiling /Roof 76.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.34 0.01 Door 0.34 0.01 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 •ra✓Y . , f' Blower door APPR VEDAS NOTED and ductwork DATE: g.p;'# testing required. 'FEE:-' Y: NOTIFY BUILDING DEPARTM T AT . 765-102 8 AM: TO 4 PM FOR THE FOLLOWING'INSPECTIONS: Must provide Manuals 1:,FOUNDATION - TWO REQUIRED D J and S FOR.POURED' 'CONCRETE ' as per p 2. ROUGH =_FRAMING & PLUMBING NYS Energy Code 3.. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CER TIFICA i i,— HDLD T9 ON LEAD CONTENT BEFOR —S Qi muni n I04V4AMW oneon CERTIFICATE OF OCCUPANC SOUTHOLD TOWN TRUSTEES SOLDER USED IN WATER SUPPLY SYSTEM CANNOT N.Y.S.DEC EXCEED 2/10 OF 1'96, LEAD.' Fire separation required as per P�U MS IN NYS Code ALL'PLUMBING WASTE ; OCCUPANCY OR ,''A WATER LINES NEED 7` OWG'BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE DO NOT PROCEED WITH OF OCCUPANCY FRAI�4ING UNTIL SURVEY OF FOUNDATION.LOCATION; HAS BEEN APPROVED. .: DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification :g5� a � �A7'E Y that the drainage has been Iristalled to Code. 1IVCLOSE.POOL TO CODE UPON.COMPLETION /<,o a ELECTRICAL LEGEND DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE ' NOTE: GENERAL NOTES CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL U CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. sly FIRST FLOOR- EXTERIOR DOORS -ANDERSEN/THERMATRU - U.O.N. ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT W NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & ROUGH ROUGH 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. ANDERSEN "400" SERIES: ARGON FILLED, DIRT SHEDDING GLASS, SIMULATED SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, ANDERSEN REFER. NO. OPENING OPENING QUANTITY 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. DIVIDED LIGHTS, WHITE PREPAINT. INT. JAMBS, &TRUE SCENE SCREENS. WIDTH HEIGHT � O FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL FIRST FLOOR- INTERIOR DOORS-"JELD-WEN CAMBRIDGE SERIES" t&TRUE SCENE SCREENS PROV. COASTAL HARDWARE FOR ALL WINDOWS s INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. SOLID PARTICLEBOARD CORE OR APP. EQ. - U.O.N. O CW345 SIM.DIV. 7'_1 1/8" 4'-5 3/8" 2 CASEMENT U LITES D RAW I N G LIST OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ROUGH ROUGH L CW345 SIM.Div. T-1 1/8" 4'-5 3/8" 2 CASEMENT ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" COLOR T.B.D. DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: ANDERSEN REFER. NO. OPENING OPENING QUANTITY O LITEScq 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE"LIGHTOLIER" OR APP. EQ. TRIM -WHITE. WIDTH HEIGHT e CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY FIRST FLOOR: a AWNING L1 CTR 32410�ITEsD'v 7'-1 1/8" 1'-0 1/2" 2 TRANSOM A-N DRAWING NOTES/PANEL PLAN 0 °� VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. O A 281 sIM.DIV. 21-811 2-0 5/8 5 s O LITES BASEMENT(TYP.) O CW35 SIM.DIV. S-3 1/4" V-O 3/8" 2 CASEMENT U x 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 10 EXT. 3'-0"/+ 7'-O"/+ CLAD/GLASS LEFT/SWING FOYER © AX 2281 Sim.Div. 5'-3 1/4" 2'-8" 1 AWNING uTas A-O FOUNDATION/ 1st. FL. DECK F.P. o LITES ) CTR 22810 Sim 5'-3 1/4" 1'-0 1/2" 2 TRANSOM Vr �-I N ON THE DRAWINGS UNLESS OTHERWISE NOTED. 1a (1) 3'-0"/+ V-0"/+ CLAD/GLASS TRANSOM/FIX. FOYER O s C CX 235 sIM.oly. S-3 1/4" 3'-53/8' 2 CASEMENT uTEs A-1 1st./2nd. FL CONSTRUCTION PLANS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING LITES N & N1 WD./VERSATEX \ Z , , „ 4 O O SCREEN (V.I.F.) (V.I.F.) 5 A-2 2nd. FL. DECK/CLG. FRAME. PLANS z g AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, DUPLEX ELECTRICAL RECEPTACLE 1b (2) V-47+ 7-0/+ CLAD/GLASS SIDELITE/FIX. FOYER Ci CTR 22810 5'-3 1/4" 1'-0 1/2" 2 TRANSOM sTE DIV. CUSTOM WD./VERSATEX PNL., WEATHERPROOF HARDWARE, (BRUSH S/S) N LITES BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO Q)DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE ALLOW$6,800.00 ALLOWANCE "THERMATRU" FIBERGLAS/GLS. OR APP. EQ. Op CW24 sIM6Div. 4'_9" 4'-0 1/2" 1 CASEMENT A-2.1 ROOF FRAMING & ROOF PLAN a TO ALL APPLICABLE CODES. LN LITES CUSTOM TRANSOM -WD. ERSATEX PNL., WEATHERPROOF HARDWARE. Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, &COSTS ALLOW$800.00 ALLOWANCE. EXTERIOR MORTISE. LOCKSET. OE CX24 SIM Div. S-3 1/4" 4'-0 1/2" 1 CASEMENT A-3 BUILDING SECTION/ DETAILS PLAN RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL 4)GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTLITES � ll O2 PAIR 2l-411 -7 7'-0" MASONITE LEFT/RGHTSW CLOSET FO CX145 SIM6DIV. 2'_g" 4'-53/8" 2 CASEMENT NORTH/ SOUTH BLDG. ELEVATIONS INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 4)FL DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE LITES THIS CONTRACT UNLESS OTHERWISE NOTED. "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP, EQ. 0® O s ", A-4.1 EAST/ WEST BLDG. ELEVATIONS ? rn 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES $ WALL SWITCH G CX145 SIM.DIV. 2 $ 4 5 3/8 4 CASEMENT LITES � � U � � 3 2'-4" 7'-0" MASONITE LEFT/SWING BATHROOM G1 CTR 2810 Sim?Div. 2-8" 1'-0 1/2" 4 TRANSOM CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH O O LITES A-5 ENERGY CALCULATIONS o 00 BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. $DS RECESSED DOOR ACTIVATED SWITCH "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. O 6 „ = rn O OH CX245 LITE3'V• 5-31/4 4'-5 3/8 4 •CASEMENT NOTE: A-6 PLMB. RISER D�IAG./NAILING SCHED. u 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL RECESSED DOWNLIGHT (1 OOW) "LIGHTOLIER" OR APP. EQ. 3a 6'-6"V.I.F. 7'-0" 1/2" TEMP. GLS PER DRAWING BATHROOM O CX245 SIM6DIv 5'-3 1/4" 4'-5 3/8" 1 CASEMENT G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT, &EXT. a' CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY LITES a DOORS PRIOR TO ORDERING. \�\\\\\ \\\\•M\\1 OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNLIGHT(100W) " LIGHTOLIER" OR APP. EQ. SHWR. DOOR/ENCLOSURE FRAMELESS GLASS W/SAT. NICKEL HINGES. O \' \� J1 CTR 22810 sIM.DIV• 5-3 1/4" 1 -0 1/2" 1 TRANSOM .:.\ LITES G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE �\\\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL CEILING MOUNTED JUNCTION BOX RUNNING PARALLEL TOT FRAMING. PROVIDE DOUBLE HDR. Jg 4O 3'-6" T-O" METAL CORE RIGHT HALL OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. \ \ \ \\ \�\�\\ \ PARTITIONS RU \� \\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. WALL MOUNTED JUNCTION BOX 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" (SOL. CORE) \\ \\\ JB 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. ' � WALL MOUNTED DUAL SPOTLIGHT O5 2'-6" 7'-0" MASONITE LEFT/SWING BEDROOM �T \\\\\\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. JB ... L SPECIAL NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT JELD-WEN CAMBRIDGE SERIES SOLID CORE OR APP. EQ. O PANEL PLAN , LEGEND & NOTES �� ��� •� 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR AL OF TEM WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. SPRINKLER SYSTEMS WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, % , WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE 4' " AND STEEL O NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST PANEL LEGEND REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS, ��\� ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT \\ \\ OR APP. EQUAL. (REFER TO TABLE 1609.1.4) 1 1/2" #8 WOOD SCREWS O7 PAIR V-6" 7'-0"(V.I.F MASONITE O.H. BALL LAT. CLOSET 12 12 16 QT NEW TELEPHONE RECEPTACLE PANEL SIZE PANEL SIZE < PANEL 6'-0" < PANEL 2'-0" < PANEL "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. �P REF. TYPE AND#OF SCREWS QTY. REF. TYPE AND#OF SCREWS QTY. Q NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) WIDTH HEIGHT WIDTH HEIGHT SPAN SPAN < 8'-0" SPAN < 6'-0" NOTE O 2'-4" T-0" MASONITE LEFT/SWING CLOSET #BSCREWS@8"O.C. #8 SCREWS @8"O.C. ALTERNATIVE FOR OPNG. PROTECTION Sr NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) B" 5'-10"x 3'-3" 1 K' 3-2'-11"X 4'-9" 2 ® HORIZONTAL-16 VERTICAL-8 HORIZONTAL-24 VERTICAL-12 ,. "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. #s scREws @ s"O.C. #s scREws @ a"O.C. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ®SD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL c" 2-2'-11"x 6-1" 2 3'-2"x 5"-11" 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 & MAXIMUM PANEL SPAN OF 8-0 90 3'-0" 7'-0" METAL CORE LEFT GARAGE HORIZONTAL-16 VERTICAL-14 "L-1" HORIZONTAL-24 VERTICAL-16 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON &TWO !STORY BUILDINGS. PANELS SHALL CODE WE CERTIFY THAT THE DESIGN CRITERIA I:i DONE PER PRESCRIPTIVE CONTROL BOX. ® NEW DOORBELL 1 1/2 HR.,F.P.S.C. JELD-WEN CAMBRIDGE SERIES (SOL. CORE) #8 SCREWS @ 8"O.C. "M" #s SCREWS @ a"O.C. DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY ® .p 2-2'-s"x a'-s" 1 2.11"X 6"-8" 2 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. WITH ALL OF NEW YORK CONSTRUCTION CODE 13ASED ON (AF&PA) DB HORIZONTAL-16 VERTICAL-12 "M-1" HORIZONTAL-16 VERTICAL-18 (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AN ID TABLE 1609.1.4) FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. 1 O 2-4" 1 7-0" 1 MASONITE LEFT/SWING BATHROOM "E" #8 SCREWS @8"O.C. #8 SCREWS @ 8"O.C. 1 -3'-2"X 8'-6" 1 ® 2-2'-11"X 5'-1" 2 O HORIZONTAL-16 VERTICAL-12 HORIZONTAL-16 VERTICAL-24 2-1'-5"X 8'-6" I I I "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. #8 SCREWS @ 8"O.C. #8 SCREWS @ 8"O.C. W NOTE: "F" 3'-2"X 4"-9" 2 HORIZONTAL-8 VERTICAL-24 O2 1 -3'-2"X 8'-3" 1 TABLE 1609.1 .4. p CONSTRUCTION LEGEND PROVIDE ALLOWANCE FOR A 10 KW GENERATOR - LOCATION T.B.D. 11 2'-4" 7'-0" MASONITE POCKET DOOR BATHROOM HORIZONTAL-16 VERTICAL-12r 1 THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: G #8 SCREWS @ 8"O.C. #8 SCREWS @ 8"O.C. V >- HVY. DUTY OVER-HEAD TRACK& FRAME W/GASKETED DOOR STOP. 3'-2"x 5"-11" 2 O3 3� 2-3'-4"x 8'-3" 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FR WOOD STRUCTURAL PANELS BOILER, HOT WATER HTR., REFRIG., KITCHEN DN. LTS. & FOYER LT. G-1" HORIZONTAL-8 VERTICAL-16 HORIZONTAL-18 VERTICAL-24 ® NEW EXTERIOR PARTITION -2"X 6"WOOD STUD WALL W/ 1/2" CDX12 3'-0 1/8"1 6'-1-V CLAD/GLASS RIGHT/SWING BATH #8 SCREWS @ 8"O.C. #8 SCREWS @ PANEL SPAN 2'-O"< PANEL '-O" < PANEL 6'-O" -<-PANEL 8"O.C. Z PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). "H" HORIZONTAL-16 VERTICAL-12 2-2'-11"x 4'-9" a HORIZONTAL-18 VERTICAL-24 O4 a� 2-3'-4"x s'-3" 1 FASTENER TYPE < 2'-0" SPAN < 4'-0" SPAN < 6-0" SPANgc 8'-0" W PROV. 5" EXPOSURE VINYL"CEDAR IMPRESSIONS" BY CERTAINTEED ANDERSEN "400 SERIES" - FWH 80611 AR/MATCH. TRANSOM _ #8 SCREWS 8"O.C.@ 2-2'-11"x 5'-11° 1 1 1/2" #6 WD. SCREWS 16 16 12 Z OR APP. EQ. (TYPICAL ALL AREAS). W ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. 12 3'-O 1/8" '-0 13/1 CLAD/GLASS TRANSOM BATH HORIZONTAL-16 VERTICAL-16 -2"X 4"WOOD STUD WALL W/ 1/2"CDX ANDERSEN "400 SERIES" - FWT 31 11 12 Q ® NEW INTERIOR PARTITION PLUMBING LEGEND 11/2" #8 WD. SCREWS 16 16 16 INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" 13 5'-11 3/ "6'-11" CLAD/GLASS GLIDING/PATIO DEN O ;t. ON ALL DOORS/WINDOWS ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS ANDERSEN "400 SERIES" - FWG 60611 R " = - - U) 6" SQUARE POPLAR BASE W/OGEE "ROUTE". P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY ALL WINDOWS W/BOTTOM SILL, U.O.N. 3 ABOVE " 51-1011� 2'-11 " 2'-11 " 2'-9" 2'-9" 2'-1 1 " 2' 11 "� 3' 2" 31' 2" W W PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE 5-11 3/4 -0 13/16 CLAD/GLASS TRANSOM DEN BATHROOM WALLS AND CLGS. PROVIDE CE=MENT WALL BD. FOR ALL COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR 0 WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. ANDERSEN "400 SERIES" - FWT6011 ----------- ----- ----- ------ ------ AREA RECEIVING TILE, INCLUDING FLOORS. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING 14 6'-0" 6'-11" CLAD/GLASS GLIDING/PATIO DINING RM. L�JL C1 /_ / \ \ // \\ / I 1 G7 n- 0 INTF INSULATION (TYP. ALL AREAS) 1 I n _ _ \ / \ / I \ / RIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME 3 -37 O O® �� �� i i &TWO COATS SATIN FINISt-1 COLORS T.B.C). BY OWNER V.O.N. ANDERSEN 400 SERIES - FWG 60611 R \ � / / , „ i I \ / I ! , ® PROVIDE FROST FREE HOSE BIBS. 151-111 OD \ 4 -6 E < 41-7" 1 F � W ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MIILDICIDE rJ-1 \ O141-911 \ / ADDITIVE. HB ), - i \ , 4 ABOVE 5-11 3/4 -0 13/16' CLAD/GLASS TRANSOM DINING RM. \ I -11 � ® SHOWER HEAD (FROST FREE SHOWER BODY) / 1- ----- 'HARDWD. FLR. - SELECT WHITE OAK 2 1/4 W.,15LB. FELT UNDERLAY. S ANDERSEN "400 SERIES" - FWT6011 QTY_ 1 FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANK LOCATION AS NOTED 3'-3°xs'-1o" --SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED. OG ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR 15 3'-0" 7'-0" CUSTOM WD.NERSATEX SCREEN DOOR --- ----- QTY- 1 QTy_ 2 SUB-FLOOR- 3/4"THICK PLYWOOD GLUED AND NAILED (TILE AREAS). DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. 2-2'-9"x a'-s" 2.2.11"x 5'-1" QTM' 250 ABOVE 3'-O" 1'-2" +/- CUSTOM WD.NERSATEX SCREEN TRANSOM QTM- 2 1 -3'-2"x a'-s"CARPET TO BE SELECTED AND PURCHASED BY OWNER. ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND 2-2'-11"x 5'-1" ATTENUATING INSULATION. (TYP. ALL) CUSTOM WD.NERSATEX PNL., WEATHERPROOF HARDWARE, (BRUSH S/S) oTY- 2 1 -3'-2"X 5'_11FLOOR DRAIN: PROV.A& DIA. X& D. CATCH BASIN. CUSTOM TRANSOM -WD.NERSATEX PNL., WEATHERPROOF HARDWARE. In Iu In In In Iu I n In In In Iu Iu169'W. X TH. GARAGE DOOR - CLOPAYCOACHMAN SER. CD12 2-11 2-11 2 -11 2 -11 2-11 2-11 2-11 2 -11 2 -11 2 -11 2 -11 2 -11TILE LEGEND OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: OR APPROVED EQUAL. 1 1/2 H.P. OPENER W/3 REMOTE CONTROLSSINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. / \ \ / \J1 / L1FIXTURE ALLOWANCE TO BE PROVIDEDTO OWNER BASED ON TYPES 17 2'-6" T-O" MASONITE LEFT/SWING BEDROOMi10" CERAMIC TILE- "AMERICAN OLEAN"TILE: OR APP. EQUAL. TILE OF FIXTURES SELECTED. „ / \ \ / .BORDER W/20"TILE ON A 45°TO BE INSTALLED OVER 1/2"CEMENT ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. JELD-WEN CAMBRIDGE SERIES SOLID CORE OR APP. EQ. O I II \ / \ / 1 , IIUNLESS OTHERWISE SPECIFIED BY OWNERj H \ 4_g j4-9 BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF 18 2`-4" 7'-O" MASONITE LEFT/SWING BATHROOM //�ADDITIVE MIXED IN. / \ / \ \ / \ / \ / \ �/ \ / \ / \ �. "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. O I 6"X 6" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE BORDER W/20"TILE ON A 45°TO BE INSTALLED OVER 1/2" CEMENT T-0"v.LF. T-O" 1/2"TEMP. GLS PER DRAWING BATHROOMQTY 4 QTY 2BOARD, U.O.N. WALL AND FLOOR GROUT T'O HAVE WATERPROOF 2.2'_11"x a'_s" ILA ADDITIVE MIXED IN. SHWR. DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. 3-2'-11"x a'-s" QTM21O"X 10" CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE 192'-4" T-0" MASONITE POCKET DOOR CLOSET QTM 1 _ ___ __2-2'-11'X 5'-11" 3-2'-11"X 5'-11"BORDER W/20"TILE ON A 45°TO BE INSTALLED OVER 1/2" CEMENT J XBOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF HVY. DUTY OVER-HEAD TRACK& FRAME W/GASKETED DOOR STOP. 2-2'-11' x s'-s" ADDITIVE MIXED IN. 20 2'-8 1/8" 6'-11" CLAD/GLASS LEFT/SWING BEDROOM 1 5"' �3'-2" 1 '-5" 3'-2" 3'-4" 3'-4" 3'-4" 3'-4"-►1-- iW PLUMBING FIXTURE LIST " ANDERSEN "400 SERIES" - FWH 28611 L F- ---I Fr21 2-4 7'-O" MASONITE: RIGHT/SWINGBATHROOM \ 1 a / Uw U u Up2 3 I 4 (�W (Ij W (�j WINSULATION NObi ES BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. O l 1 I I I I' Z� Z> Z� D IIIIW WW WTOILETS: CIMARRON COMFORT HEIGHT TWO PIECE- K-3497-RA \ / \ / \ / \ / \ / I \ / �SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U 7-0 v.LF. 7-0' 1/2 TEMP. GLS PER DRAWING BATHROOM I \ / I _— J•� J_PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD I I 1 IUNDER ALL NEW CONSTRUCTION. SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G „ / / I I' I / r U U 3 U mSHWR. DOOR/ENCLOSURE FRAMELESS GLASS W/SAT. NICKEL HINGES. 1 , „ I / , „ / , II ,SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACK- K-10827-4 T U X V 1 $I_6n 1 $ _3 I 1 $ -3 I $ -3 © L=am O W Q W Q WNEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY PROVIDE CUSTOM SHOWER PANS I I I / , I \ >>PROV.ALL NECESSARY PLUMBING VENTS 2-4 7-0 MASONITE RIGHT/SWING BATHROOM I /\ ® I I I / \ I I I I / \ I / \ p W pW p pWINSULATION BY'CERTAINTEED' OR APPROVED EQUAL. / \ / / \SHOWER BODIES BY"KOHLER” / \ jD W jr W(r W� W jrJELD-WEN CAMBRIDGE SERIES SOLID CORE OR APP. EQ. I I I j I I I Il20'�3 O� O� O� O�PROVIDE TOILET SEATS NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION 13Y'CERTAINTEED' OR �0 w0 �O �0 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE 2 T-0"V.I.F. 7'-O" 1/2" TEMP. GLS PER DRAWING BATHROOM I IAPPROVED EQUAL. / \ I I 1 I I / \ I / \ 1 �LL �<L �W T tl CRAWL SPACE: R-21 KRAFT-FA. INSULATION WI fH PROPER WIRE TIES GLASS SHOWER DOORS BY OTHERS INTERIOR WALLS: R-21 BATT INSULATION SHWR. DOOR/ENCLOSURE FRAMELESS GLASS W/SAT. NICKEL HINGES. I \ -�,GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES KITCHEN FIXTURE LIST: 1 O 0) 00 00 I _ ______ _ L:' Y `7- W 00 r r r 23 2-81/8 6-11 CLAD/GLASS RIGHT/SWING BEDROOM .� KITCHEN SINK: UNDERTONE- K-3183 QTY_ 1 QTY_ 2 QTY_ 2 �*;t !'• '" '*"'� --- -QTM=�- -- �&�i. . .�?;, .a3�✓ � r � r N r fh 1 -3'-2"X 8'-3" 2-3'-4"X 8'-3" 2-3'-4"X U-3" fn I� N N r FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 ANDERSEN "400 SERIES" - FWH 28611 R ®® 1-s'-2"xs`-s" N VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE, 2-1'-s" a'-s" _ 24 2'-6" T-0" MASONITE LEFT/SWING BEDROOM Aa". "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. O j� �a P(� w AC/HEATING, NOTES �- Q �� T-0" MASONITE POCKET DOOR CLOSET Q 1 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, HVY. DUTY OVER-HEAD TRACK& FRAME W/GASKETED DOOR STOP. ' Z PROVIDE THREE ZONE HEATING AND COOLING SYSTEM CONSISTING OF: � �j -_ - � s�`a 26 2'-6" T-0" MASONITE RIGHT/SWING LAUNDRY v"Y - '•,tl .; Z Z D Z 4� W W W ONE GAS FIRED BOILER: "NORITZ" CB199 - DV 4 ZONE WALL HUNG O �� - - -- - TANKLESS UNIT, DIRECT VENT OR APPROVED EQUAL. SIZE AS REQUIRED. "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. � - _ � ® U U coDU LOCATION IN UTILITY ROOM TO BE DETERMINED IN THE FIELD. a 4- -- - _ ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, LOW VOLTAGE 27 2'-6" T-O" MASONITE IGHT/SWING BEDROOM , TWO "CARRIER PERFORMANCE SERIES" 12 SEER COMPRESSORS "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. r W� �� OWE OWE UNLESS OTHERWISE NOTED. NOTE SUGGESTED LOCATIONS ON DWG. A-1. INTERIOR/EXTERIOR TRIM " H � �0 �_0 U)0 TWO "CARRIER" (SIZE AS REQUIRED) AIR HANDLERS UNLESS OTHERWISE 28 2 4 7 O MASONITE POCKET DOOR CLOSET _ 201 � NOTED. NOTE SUGGESTED LOCATIONS ON DWG. A-1. SIZE ALL UNITS PER HVY. DUTY OVER-HEAD TRACK & FRAME W/GASKETED DOOR STOP. �' , NOTE: 6 N MFG. RECOMENDATIONS. INTERIOR WIndSOrONE CLASSIC COLONIAL - O O r r CONTRACTOR TO NOTIFY THE ARCHITECT W p r r TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING _ ---- - — ----- -- ----- ------- OF ANY AND ALL REVISIONS DUE TO FIELD ,sUlMrcz. air '�' r aj (+j N SPECIFICATIONS. INDIVIDUAL PER SPACE RETURNS ON SECOND & FIRST BASE MOLDING : WOBM001 CONDITIONS, CLIENT,AND OR GENERA ,-.,> "° t0 r r FLOORS. NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. _ CONTRACTOR WHICH DIFFER FROM THE W^ 1 aj r WINDOW& DOOR CASING: WOBB001 , WOCS001 NOTE : - ®� -j r�m CONSTRUCT. DRAWINGS/SPECIFICATIONS. ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) CROWN MOLDING: WOCM001 -VERIFY WITH OWNER I SCALE: VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. - C) 1 : a ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS " 1/411=1'O" OTHERWISE NOTED. HARDWARE: REF. 'AI, REF. TO HEATING &A/C NOTES THIS DRAWING. ' OFFICE SET PROV. SCHLAGE HVY. DUTY LOCKSET/ LATCHSETS (SATIN NICKEL) & REF. B PROVIDE NEW CURVED STAIR: FLOOR TO FLOOR HT. -90 +/-V.I.F. _ DWG. NAME: EXTERIOR AZEK TRIMBOARD SATIN NICKEL HINGES THROUGHOUT. (U.O.N.) STAIR DESCRIPTION: CLEAR RED OAK TREADS - 11" +/-, CLR. PINE ❑ �x 1 .28. 1 RISERS. FORMED OAK RAILING AND TURNED OAK SPINDLES, DRAWING ® LOCKSET ® LATCHSET - _� 4.=-= WINDOW& DOOR TIM: PICTURE FRAME -5/4' X 6 AZEK RAILING CONTINUES TO BALCONY ABOVE. ,T.� _ =�� - - -- -�:�, - NOTES & PANEL CORNER BOARD TRIM: 5/4"X 8"AZEK ® MORTISED DEADBOLT REF. " 400 A. ELECTRICAL PANEL&UNDERGROUND SERVICE. INCL. - PLAN FREEZE BOARD: 5/4"X 6"AZEK i l FASCIA TRIM: 5/4"X 8"V.I.F.AZEK CABLE T.V., PHONE IN MIN. 3" DIA. WATERPROOF CONDUIT. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD FIXED PULLS (TO MATCH LATCHSETS) PROV. METER STAND AT ENTRANCE TO BUILDING PROPERTY. j 11 &ARE THE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE ®OVERHEAD BALL LATCHES REF. "D' PROVIDE 10" DIA. EXHAUST VENT- (GALVANIZED &SCREENED) 7UT--------------------------;------------------TU4 SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION WITH OWNER PRIOR TO PURCHASE. TO EXTERIOR WALL SOFFIT AREA. L-1 -----------------------=---------------------I-J BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, A- N SOUTH ELEVATION ———— —————————————————————————————————-1-——— II II ———————————————————————————————— I- I SEC. A ____ _ _____ NOTE: � W I I CONTRACTOR TO NOTIFY THE ARCHITECT 1 U ..'. • O AND ALL REVISIONS DUE TO FIELD ...• ,. ..;,'' •;,�. ; . �'. CONDITIONS, CLIENT,AND OR GENERAL � GY FOUNDATION/POOL SECTIONS • I I CONTRACTOR WHICH DIFFER FROM THE W � • i CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� \ z I r., O 361_011 `.',. 5'-10" I I~ CONT. 48" H. RAILING NOTE "A": 1 I U AROUND ENTIRE POOL CULTURED STONE FACADE: D12 I °•' + ' ACCESS W/LATCHED "DRYSTACK"-ELDORADO SECURITY GATE. STONE - RUSTIC LEDGE. A-O Lu I CIO. v� COLOR CASCADE OR T.B.D. :Y'.' + :. 1 ` z 1'-6"x V-6" X 1" D. TILE _ STONE COPING U.O.N. 1'-6"x V-6"X 1" D. TILE STONE COPING U.O.N. STONE COPING U.O.N. A I !':i. �',:t: o (SLATE) OR APP. EQ. (SIZE AS REQUIRED.) (SLATE) OR APP. EQ. (SIZE AS REQUIRED.) (SIZE AS REQUIRED.) WALL&SLOPED RAMP AREA. I I ;•.: O I / U '. ( o SLAB ON 3 P. CONC. S O W.P. R JOINTk 00 3 P. CONIC I P. MOTAR JOINT W.P. MO TAR W.P. MOTAR JOINT COMPACT.FILL P. COMPACT.FILL P. P. ALL AREAS P. ALL AREAS ALL AREAS)P. A A E S (TYP.) 3 (TYP.) cn ) mr ) z cn ) . SLOPE FROM HOUSE. a° .;- �4'F �� SLOPE FROM HOUSE. `- - , . . •• '.' O � Z REF. NOTE A 6"TILE BAND CONT. 6"TILE BAND CONT. #4 13 16" O.C. DETAIL D-12. COMPACTED GRAVEL (WATER)' (COLOR T.B.D.) (COLOR T.B.D.) (WATER) 4, I I •'°''M' I N (406) HOR. REINF. RAMP To 6" D. (TYPICAL U.O.N.) V.I.F. REAR YD. #4 13 16" O.C. �' MARBLE „ u MARBLE I +'� #5 16 16" O.C. (406) HOR. REINF. CLEAN COMPACTED DUST #4 13 10 O.C. #4 13 5 O.C. DUST _ D12 -- -- D 12 I 10 467 VERT. REINF. SOIL (TYPICAL U.O.N.) (406) HOR. REINF. (406) VERT. REINF. I A-O I A-O A-0 ( ) #5 16 16"O.C. " #4 13 5 O.C. #4 13 12 O.C. --- - I 121-011W " #4 13 12" O.C. .'; "' O #5 16 18 O.C. 467 VERT, REINF. 4:C (406) VERT. REINF. (406) HOR. REINF. (406) VERT, REINF, 1 ,�;: 1 $'_011 MIN. MiN. ( ) "' (457) HOR. REINF. , V.1.F. U s" s #5 16 18" O.C. 12 to 36 RADIUS 12 to 36 RADIUS SIN. #4 13 6" O.C. I �. M N .: 5 - #4 13 HOR. ; .: ,.' . ; (457) HOR. REINF. COMPACTED GRAVE L — 406 HOR. REINF. 6,. ;...:". :. .. .,• s„ 6„ D (TYPICAL U.O.N.) (VA(VARIES) (VARIES) I , R RIE ( ) I ++. TY — a o 00 s" s" 3500 PSI COMPACTED GRAVEL 3500 PSI I I o ry s' _3._�,. j CONCRETE 6 D. (TYPICAL U.O.N.) _ CONCRETE I : MIN. MIN. _ I ,. f1 I ���. \001 \ I D1 1 U) \, \�\\\ HIGH WATER LINE(V.I.F.)� HIGH WATER LINE(V.I.F.)� HIGH WATER LINE(V.I.F.) HIGH WATER LINE(V.I.F.) ^+''•' (n �..:, 01' \\ , g\ RETAINING WALL SECTION: rD10RETAINING WALL SECTION: D1 Oa RETAINING POOLMALL SECTION: D11 RETAINING POOLMALL SECTION: D12 \ �� , \ � ;'\w \CONTINUOUS - U.O.N. A-0 CONTINUOUS - U.O.N. A-O CONTINUOUS - U.O.N. A-O CONTINUOUS - U.O.N. A-0 \ \ .i. • O 'r. I \ \\\ I I \\\�\ \,\, D10 I \\\\�\� I I 11o. 44 -9 1 O'-011 — — — --- I `' ' ° --_- 5'--111 r u COMPAOCT.FILL SLAB �i i U.I.F. II n SLOPE FROM HOUSE. I 10 i \ SEC. A _2 1 -2 D10 D10 �. / I O I I O I "N A-O I A-O I A-O L---J L---J 1 -211 I 11_211 1 . 11i 211 4'-4" 4'-4" 6'-2" —4'-4" _ 5'-1 "— i ' ; .: , .\ �\\ I 6-1 i 2' 2' x V D. P. CONIC. FTG. P. 8 6'-2" 6'-1 " 6'-1 " .' r /, i� "�• XTERIOR FTGS . PROV.10" DIA. P. - ==-= r -=-- =-=J — — — - CONC. "SONOTUBE" COL. OVER --- — — - Y -I r--- 1r--L I I --� 1 11 r---� r---� �\ — — ---------- FTG. TO FIN. GRADE LEVEL. PROV. i / FILL WITH W.W.M.6 X 6 REINF. \ , 1 -4 L � L_ J 1 4 � � a"P.CONIC.SLAB ON COMP. �- I 8" X 8"ACQ POST TO DECK ABOVE. SLOPE AWAY FROM HOUSE. \ ---- , I -- I 1 I I I I I I I I I I I I I 1 r -I � ( .'+'• •.y; ,'. •,r :� •r,•:.., •.. ,;' I- �' - --- ----- - .......... ---- ----- _ - ------------ _'j ---------- L----� L---J L----I L----I L---J L---J I I II I - ti_ -r • `_ _Js - •L� _'r L J I i 1 4'-4" 6'-211 4'-4" 7' 3" 7'-311 7' 3" 7'-311 I ;. I :# W 14-1 1 1' 7'-3117'-3" 7'-311 7'-3" 2'-8'F - I �; 11'-6" X 1'-6"' X 1' D. P. CONC. FTG. z TYP. 6 FTGS). PROV.10 DIA. P. PROV. SHEAR WALL HOLD-DOWNS ' " PROV. SHEAR WALL HOLD-DOWNS 1 1 ' 1r II „ W 6-9 I 1 I CLEAN 6-9 CLEAN C4'P.CONC.SLAB ON COMP. CLEAN I . I CONC. SONOTUBE COL. OVER FROM THESE LOC. TO CORNER. I FROM THESE LOC. TO CORNER. COMP. COMP. 'ILL WITH W.W.M.8X6REINF. Comp. I I FTG. TO FIN. GRADE LEVEL. PROV. REF. TYP. DETAIL D-11, DWG. A-6 ' " ' 11 ' " 21- ' REF. TYP. DETAIL D-11, DWG.A-6 FILL FILL I SLOPE AWAY FROM HOUSE. FILL I : PI f j: 8" X 8"ACQ. POST TO DECK ABOVE. Q (TYP. AT ALL CORNERS NOTED.) 15 -1 14 -6 15 -2 - (TYP. AT ALL CORNERS NOTED.) • -------------------L------------------------------------------- rl- „ „ Ii I • , .. 3 1 1 PROV. 2-134 X1178 MICROLAM �' ----------------------------------- ------------------------------------------------------------ - I LVL OVER ALL WINDOWS &OPGS . (FLUSH WITH RIM JOIST) (TYPICAL I I - ` •I v J - - - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - - - - - - - - -- --� I L--� ) 2,_7„ I r-----------------------------------------------------------------------------------------------, I �� � Wf- I I I I I I I I I W I I PROV. WATCHDOG WATER PROOF. REF."D" I 1 I 2'-1 11 O ALONG PERIMETER OF FOUND.: I I I '• I 0_ I I I I WALL BELOW FIN. GRADE. INCL. I I 3'-1 0" 1 I PARGED JOINT BETWEEN FOUND. 2!_5' I I I RE ."D' 0 J L I 1 I WALL AND FOOTING I --- I -----_ Q PROV. 2 - 1 3/4" X 11 7/8" MICROLAM .� .� -- 7 - - -----'------_ �B I I I J I I I _� B----- 7'-10C.H _ `I'JB- JB--'-----' B I 1 W LVL SUPPORT (TYP.CRAWL SPACE) i W^ LL^ tl^ W^ LL^ 1 I I I (V'I'F') I I I I J -I I I I I CHIMNEY CONSTRUCTION: PROV. " s"P.CONIC.SLAB ON COMP. J 'j O J -j -� „ „ „ I •• .'. FILL WITH W.W.M.6 X 6 REINF. 1 I I (D O O O O I I 2 x 8 FRAMING @ 12_O.C. W/2- • I I I Q _Q Q _Q Q I I SLOPE AWAY FROM HOUSE. III \ I I 3 d Il 3 d I I ( W/OUTER LAYER LAYERS 3/4"ACID P2' CEMENT BD. D.H. 1 :j`:. i I I I I I - = r - - } -- I 1 �-'-'� �-. - J7 1 r..-. , I r _, r - r• -. R I 1 1 I r Y I) I co I I ib I I I a0 I w I- I 1 c0 SHEATHING FOR CULT. STONE. I I _ _ ..'. ...'1 — r._.;;,'•:1 I`' . . ,1 _ I r.•: .:;"':1 _ I::'. .�`•' '1 _ _ I,:;!:.; :.. :;I _ _ _ 15 -8 z 1 I I I PROV. TERMITE,WATER SHIELD TO 6' I •::' .' : #= _ _ =r' ::: - _ . = G .A - f � I = _ = I : = = _ '1=� � _ = _ OI _ _ _ I U I I r Ud I I r U I I U I r U I I r U I I BOTTOM 2"X 8" CONT. PLATE:. I I p• I — Ia; •I I:'• I 1', °1 I'.:.,; "I ( •• : '.I I �' ;'� ::• V.I.F. V -- J L �� I - r L _ ro -- J *'O I I I i 3'_ i _ � LLi :] I }_' � 1 I U't :] L:.e-.•:'•'J Li' •`J I { �,•' I I X= X= X= X= X= I I 1 PROV. 1 2" GYP. BD. I . ..•....,: � (V� fV I N O N O N I I 11 '-1 1 " \ I / f.: ;,:•, . ,;.'•: : rr a'- \ G.G. TAPE &SPACKLE CD 1 r r r\- r r j j I PROV. 4 DIA. STRUCT. STL. COL. I r'• :•'•.' I \ ENTIRE CEILING. - � 1 I '4' :' Q _ J N N N N N I I I BOLT TO FTG. & GIRDER/BEAMS - -I -j \ I _____ i :: )....,......';...:•. REFA'A" 4J6 --'' g'---- 4�jB\� PROV. 2-1 3/4"X 11 7/8" GP MICRO- LAM LVL OVER ALL DR./WINDOW/ I I 2'_6" I I 1 I N•I•F.) &TRIM OPGS. EXTEND 8" BEYOND I I I I 2'X 2'X 1' D. P. CONIC. FOOTING I 1 I I '' ;F ;•�.•�.�.';;'', ,. Q I I I I P. ALL 10 INTERIOR FOOTINGS p` ACT. OPG. (FLUSH F.F. DECK,TYP.) I I I I I ) 35'-511 - r - -- , I I __ I .- -� r~-•T--1 \ r,.-•�r--1 I r---a 1 r 7.7.7.7 r. - I ., A- 1001 I I I I L :`•. `'I I t?;`.. °'1 I"':'. °I � I`;:, �.:I ('• �•.�:.I - - �..•:. I I: \.:J.�„%."I J I I I----- L' L L'? I �'_ �� 7 L^_a'_I:'J Li_�'LJ I I I 1 \ I �21-611� 1 1 f I I I r ' i IIII I VIII \ . IIS I I 1 I 3 -6 I I i • I ------- ----- ----' - __ -�--- - - - ---- ----- I I II J B J 1 �I I I I: I \ I i I s' I — — I 1 L F 1 \ OO I REF. 'A„ I. I _ I I f;\.::.J�••I L_--_J °W�'A 4 I �I— mil I I I 1 I III I I I j I I I III 1 '..• � I 1 I 1 I Z _ I I I _ I I PROV. BEAM POCKET SIZE W O AS I 1 III I G I IIII _ _ I ^ ^ _ . . J ALLOW SUFFICENT 6 . I REQUIRED) & I I - -1h L _ � . �. -T- I SPACE FOR MET. SHIMS (TYP. ALL). r tr I r.'.'' 1_ — — h '� 1 1 ! I 31 ] 11 ------------------------------------------ I _ ----=--------------------------- -- 1 �� �� z mfr Z� z lj p 0 I O J I II J 4 P. CONC. SLAB - PROV. W.W.M. — r;: ,.,{...�1— J I — — -- - t:� ..::-.."� .,.• I I I w w .J H0 IN SLAB OVER TAMPED GRAVEL = _—_ ,�: __ _ / i I I I 48"A#X` J i I. ::: I I CC LL Q 1 1 I BASE (TYPICAL ALL AREAS) I I I:'�: 1 I'•;'•}''`' \ �/ I I I i 1 I F- L 15'-5" 1 1 REF g" \\� �_�-----' ,� � II I SLOPE I I DZ OW ow �W _PROV. 2-1 3/4" X 11 7/8" GP MICRO- I I hL ^ hi^ 110-1. I �I I I I I III ivy. ---- lI I I I Q Q j O j (� LAM LVL UNDER PARTITIONS (TYP.) 1 I O JJ O J \ r U 1 I I I I I _ _ I •, I PROV. P. CONIC. HAUNCH SLAB I :;� I W W I I (D Q O Q ,-0 I II I I I I PROV. DBL. 2"X 6"ACQ, SILL PL. I JB I I I I I D is D(r D fr j 11 1 1 = - I 1 I (CONT. -2 / SILL.) Q WITH TERMITE SHIELD FIBROUS — — I' i 0 0 0 PROV. 2-1 3/4" X 11 7/8" GP MICRO- I I a X I I I I I I 6" D. P. CONIC. SLAB ON COMPACT. 1 I 1 0 w T w 0 LL (r 0 T-10 C.H. ____ II "!, I I I I 1 11 LAM LVL OVER ALL DR./WINDOW/ I I I N r I II I I I I INSULATION (TYP. ALL AREAS) F " I III ___�_ 1 I I I 93 I I r I' I _ N•I•FJ �J I' I GRAVEL FILL W/W.W.M. 6 x 6 REINF. I - F'.-.. VIR p &TRIM OPGS. EXTEND 8" BEYOND I I I I I I O O 00 00 N N I I I PROV. 5 8" DIA. X 10" L. STL. BOLTS \_ EJB - - I 1 a ' W r 7- r r ACT. OPG. FLUSH F.F. DECK,TYP. I I N I I I I 4'P.CONIC.SLAB ON C MP. I I "'� C-• ( ) I I r V r U 1 I II I f 1 I THRU DBL. SILL PLATE EMBEDDED I '. 1 IIII / II •: I I I � D - (V FILL WITH W.W.M.6 X 8 REINF. I +• I O I I r Q r'0 I' I I I I INTO CONIC. @ NO MORE THAN 3' I SLOPE AWAY FROM HO sE. I' ,'; I PROV. P. CONC. HAUNCH SLAB I I 1 U) N N r r'4 I I X= X= r- - -- -- -- -- i I I O.C. & 6" - 12" FROM ALL PLATE I I .. I r-- --------__�__ 1 I (CONT. - 2'W, X 1'6" D. W/SILL.) `` I N lli cp ►: +� I I O (0 �I I I INTERSECTIONS. PROV. 3"SQUARE I I IIIA I 11 I I I I r I I N r (V r I I I WASHERS ALL BOLTS. P.ALL I 1 PROV. 1�2GP. BD.) 6r_7n G.G. TASPACKLESLOPE---------- -N NENTIRE NG. I I I II I 1 8" P. CONC. FDN. WALL W/2'-0" Q , X 1 -0" D. P. CONC. FTG. 9 BELOW I I I I I. ' I I '• Z Z 0 0 II 3 -8 2 . I I I I I FINISH GRADE. W/W.W.M. IN ALL i I I I I " I I - °• .tr W W WN I I II ------------------------------------� I I WALLS & FOOTING.(5'-6"WALL HT.) I L------------------------- -- ------� -- -------- �� L-------------------------------------i ( LD J J I-� F m I 411 I I I - - I i �`a ..,:.:: 4 a t w w Z Z Z Z _ _ I I I w is w lrLJJ L ------------------------- ------------- ---------------------------------------- _ L--------------------- ------------------------ -----t---- ------------------------- r--� r-. .c� 1 '-4" I- ----------------J ..---------. JIl � OC OC V I I I I I R k''.� A — — — — — — — — — — — — — — — 1-0-4- — — — — - - 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1:,: �- — — — i.. l — — — — — — — — — — — — — —� ��jt P r 0 G� ow 0_ ow L__J L__J I 1I L'1' L' •�_7 1 > I--> PROV. SHEAR WALL HOLD-DOWNS PROV. SHEAR WALL HOLD-DOWNS 91-511 I ''Lr� ® p W p W p W p W FROM THESE LOC. TO CORNER. FROM THESE LOC. TO CORNER. „ „ / W m w� w m W m REF. TYP. DETAIL D-11, DWG. A-6 PROV. 2-1 3/4"X 11 7/81, GP MICRO- REF. TYP. DETAIL D-11, DWG.A-6 `3 , „ I 3 i D IY D T Dm D 11 (TYP. AT ALL CORNERS NOTED.) LAM LVL OVER ALL DR./WINDOW/ SEC."All IIAII (TYP. AT ALL CORNERS NOTED.) 181-711 7 -1 181-711 I U)0 U)0 U)0 U)0 &TRIM OPGS. EXTEND 8" BEYOND - - - l1,',y LL ACTUAL OPG. (TYP. ALL AREAS) SEC.I IAI I a �� w r, (4 O O �7 Qom► D O N r r FIRST FLOOR DECK FRAMING PLAN FOUNDATION PLAN 'yap" U) o � 6 SCALE: THIS DRAWING IS FOR REFERENCE ONLY REFERENCE NOTES : NOTE: N.T.S. ONLY& IS NOT INTENDED TO BE SCALED. EF ^D" - _ OFFICE SET DWG. NAME: Ir'IG��'p� UAL �- '���'R�)� 0 INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED 1 .28- 18 18 NOTE: RE "A _ _ W/ADEQUATE VERTICAL BRACING. FOUNDTION/ O INDICATES BEARING POINT LOAD II� FIRST FL. DECK THIS LOAD MUST BE TRANSFERED R B„ - FRAMING PLAN W/ADEQUATE VERTICAL BRACING. _ - NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE EST CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT. NO OFT-REiGEI1T;VAJE:)J I OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-o CONTRACTOR TO THE TIFY TECT OFF ANY AND ALL EOVISIONS DUE TOIFIELD 1 U CONDITIONS, CEIENT,AND OR GENERAL ii �� CONTRACTOR RAC O• WHICH IFFERIOHE CO ` W u � � ^ , z rrte� \ Oz 10 O � z a z06 a � w W U � N H U 0 00 - N \ U O \O~� \� \,: ���\, �\ \,,;\ \ \ \�\� N N AB VE 42 SEC."A" tij I I 11 "X 14' 5"L) Y PROV. SHEAR WALL HOLD-DOWNS W Lu W FROM THESE LOC. TO CORNER. > \ REF. TYP. DETAIL D-11, DWG. A-6 - - PROV. SHEAR WALL HOLD-DOWNS O Q V �. FROM THESE LOC. TO CORNER. Q 1 (TYP. AT ALL CORNERS NOTED.) REF. TYP. DETAIL D-11, DVVG. A-6 z \ ,_ _ I FROnV.. SHEAR WALL HOLD-DOWNS (TYP. AT ALL CORNERS NOTED.) - ____ - - _ _ - - ____ - O T ESE LOC. TO CORNER. z uJ i 4_1IREF, TYF. DETAIL D-11, DWG. A-6 Z LINE OF PROPOSED SETBACK. z I _ I (TYP. A ALL CORNERS NOTED. W REF. TO APPROVED ZONING & \ ( ) TRUSTEE SETBACK REGULATIONS. AB VE 1 AB VE 6 _9 I , JB GFI JB I G I G G 11 1 A OV 1 GF 1 A OV M M1 AB VEClA OV --- --.- --_ G I 14 4 BO E G I 6-$ Q / -� \ 2'-8" If 1?,�, N, t�1.10'-3" 1 " HB® N. ® J 333 AB ® I 333 sss11 333 0 0 o p SC I GFI ®HB 4IFl G Q � cn �N. ® DROO _ \ _ �� �D PROV. CULTURED STONE FACADE IN - - ! �- iIIII- W 1 -u sD v.I.F- �� I vi.F. i1T1-0„- 1�'=6” 2`1„ STYLE-"DRYSTACK" BY COLORADO 1 u G1 - -- —4 I ---' \` --'�-\ --' 111\ c1 (n 2 - 5� 1fi=6� ° v.LF• STONE OR APP. EQ. COLOR T.B.D. 5 TBOVE I I I I 1���-e / I 1 \ -, ABOV O ! 1 ---' -- 5"X 1 CONT. BLUESTONE LEDGE eC. I !/ !/ "x--T6-OT---u �� ! \ ���H 1 N PROV. CULTURED STONE FACADE a P s STYLE-"DRYSTACK" BY COLORADO I I I -______ --� E /L 8'C,H, ® 5"X 1 1/4" (SLOPE AWAY FROM � 0 STONE OR APP. EQ. COLOR T.B.D. — - SD I I I PROV. CONT. BLUESTONE LEDGE r / ' ` - SII 1_1 011 HOUSE W/CONT. METAL. FLASH. ///- I I / \\ �°' �^ n, NOTE: v 1 W CONTRACTOR TO NOTIFY THE ARCHITECT U FOUNDATION/POOL SECTIONS : OF ANY AND ALL REVISIONS DUE FIELD 5 CONDITIONS, CLIENT,AND OR GENERAL � p� CONTRACTOR WHICH DIFFER FROM THE W CONSTRUCT. DRAWINGS/SPECIFICATIONS. a O CONT. 48" H. RAILING NOTE "A": AROUND ENTIRE POOL CULTURED STONE FACADE: U ACCESS W/ LATCHED "D RYSTACK"-ELDORADO SECURITY GATE. STONE - RUSTIC LEDGE. O C� COLOR CASCADE OR T.B.D. 1'-6"x V-6"X 1" D. TILE STONE COPING U.O.N. 1'-6"x 1'-6" X 1" D. TILE STONE COPING U.O.N. STONE COPING U.O.N. TYP. ALL RAISED T I Z a (SLATE) OR APP. EQ. (SIZE AS REQUIRED.) (SLATE) OR APP. EQ. (SIZE AS REQUIRED.) (SIZE AS REQUIRED.) WALL & SLOPED RAMP AREA. NOTE: 3" 3" P. CONC. SLAB ON 3" W.P. MOTAR JOINT 3" P. CONC. SLAB ON 3" W.P. MOTAR JOINT W.P. MOTAR JOINT SWIMMING POOL TO BE EXCAVATED &SOIL LEFT ON PROPERTY. SOIL TO BE STOCKPILED COMPACT.FILL (TYP.) (TYP. ALL AREAS) COMPACT.FILL (TYP.) +— (TYP. ALL AREAS) (TYP. ALL AREAS) OR ROUGH GRADED (AS PER OWNER) ON yo, o0 3" SLOPE FROM HOUSE. 3" h' SLOPE FROM HOUSE. ONLY UNLESS SOIL 6— THE DAY OF EXCAVATION V.. F. REF. NOTE "A" (WATER) 6"TILE BAND CONT. 6"TILE BAND (CONT.) (WATER) 4, IS TO BE CARTED AWAY. Z z #4 13 16" O.C. DETAIL D-12. COMPACTED GRAVEL (COLOR T.B.D.) (COLOR T.B.D.) U (406) HOR. REINF. RAMP To 6" D. (TYPICAL U.O.N.) •.. ,! V.I.F. o\ REAR YD. '• #4 13 16" O.C. �• .' MARBLE ,� �� MARBLE SWIMMING POOL STRUCTURE TO INCLUDE A #5 16 16" O.C. (406) HOR. REINF. CLEAN COMPACTED DUST #4 13 10 O.C. #4 13 5 O.C. DUST MAT OF 3/8" STEEL REBAR TIED 10" O.C. FOR cv (406) HOR. REINF. (406) VERT. REINF. WALLS & FLOOR, 5 O.C. FOR ALL TRANSITON M (467) VERT. REINF. SOIL (TYPICAL U.O.N.) -__ BREAKS AND BOND BEAM. fs. _ #5 16 16" O.C. #4 13 5" O.C. #4 13 12" O.C. ---- - #4 13 12" O.C. THE POOL SHELL TO BE MADE OF 1-4 DRY t; N. #5 16 18" O.C. N (467) VERT. REINF. (406) VERT. REINF. (406) HOR. REINF. — (40 - 6) VERT. REINF. GROUT GUNITE MIX SHOT INTO THE STEEL (457) HOR. REINF. �. ' �� ' �- AGE AT A THICKNESS OF NO LESS THAN 12" 3' 3" #5 16 18" O.C. ', 12"t 6" RA 12"t " IN. #4 13 6" O.C. ON THE TOP EDGE OF THE POOL BOND BM.) 5 - #4 13 HOR. (457) HOR. REINF. COMPACTED GRAVEL o 3 RADIUS o 36 RADIUS 6" ,., „ (VARIES) (VARIES) — (406) HOR. REINF. &. NO LESS THAN 8" ON THE WALLS & FLOOR. cn N 6 D. (TYPICAL U.O.N.) — INTERIOR FIN. OF POOL TO BE "PEBBLE TECH" W r" Ey 3^ 3"37 5 - #4 13 HOR. - 3500 PSI COMPACTED GRAVEL — 3500 PSI DURABLE FINISH. COLORS AS PER OWNER. K 06 8„ CONCRETE 6 D. (TYPICAL U.O.N.) � � _ a. CONCRETE - MIN. �3 u --------- ---------- --------------- HIGH WATER LINE(V.I.F.) HIGH WATER LINE(V.I.F.) J HIGH WATER LINE(V.I.F.) HIGH WATER LINE(V.I.F. RETAINING WALL SECTION: D10 RETAINING WALL SECTION: rDlOa RETAINING POOL/WALL SECTION: rDl1 RETAINING POOL/WALL SECTION: D12 (CONTINUOUS - U.O.N.) A-1 .1 (CONTINUOUS - U.O.N.) A-1 .1 (CONTINUOUS - U.O.N.) A-1 .1 (CONTINUOUS - U.O.N.) am \\ 11N 11 IR 11 11 11 1 11 11 1 10.5' Y 10.5 10.5' 10.5' m ' m m W FFNEW F$L. - 1 O" NEW FF�L. NEW FFLL.— �\ NEW L- W �+�• 1'(' I1. ,. \ V.I.F. \ 4-O 4 (WATER) �, 4' _ V.I.F. V.I.F. V.I.F. 3'-O" ' 6'-0' --------------------------- 6.5' / ' ----------- -- ------ W NAX------------- � ----- WAY-------------------------- --------------------- ----- -------- Z i NEW GRADE NEW GRADE ( NEW GRADE NEW GRADEUj MIN. MIN. MIN. MIN. L 7711 LF— cf) U) 3LU 6'-O" 0 � W 0_ 0 rr POOL END SECTION " B" POOL SIDE SECTION "A" POOL END SECTION "C" ° g REFER TO POOL SECTION DWG. A-3 REFER TO POOL SECTION DWG. A-3 REFER TO POOL SECTION DWG. A-3 W & FOUNDATION PLAN A-O. & FOUNDATION PLAN A-0. & FOUNDATION PLAN A-0. Z U Q B c I � G I ------------- -------- ------ ------------------ - ---- - - ---- ----------------------- ----- ------------------------------ --- RETURN RETURN ol 36 5 D12 NOTE: POOL FILTRATION EQUIPMENT SHALL d N j j CONTAIN A PROPERLY SIZED CARTRIDGE FILTRATION SYSTEM. CLEAN &CLEAR PLUS O I j CARTRIDGE FILTER SYSTEM BY PENTAIR OR I I EQUAL SHALL BE USED. II I I THE POOL SYSTEM SHALL BE DESIGNED TO Z_ A I I REDUCE THE USE OF CHLORINE W o W -1 I -1 I I SUPPLEMENTAL SYSTEM SUCH AS AN THE DESIGN SHALL E A .p U p o �> 18' X 36 POOLDISINFECTANT - 18'-0" 3'-O" - 6'-O" DEEP i DISINFOZINAECTANT IONIZER OR ULTRAVIOLET Z 0 DISINFECTANT SYSTEM. Z Z -- D12 D12 -- -- 10a. LT- J� J� ? QO LL A-O a 0 co LU oW Ow 0 LUw Lo 4 - 5 STEPS V.I.F. i i w� wog Lu Ir �Q � jr Dcr D( LU I D11LU -1 0 I I / \\ j \\ w N T N I T �� --I N I I 1 1 I 1 O lfj r9 t` SKIMMER SKIMMER II \ - -------- ------------------ ----�- - - ---- ---------------------_ \ ---------------- -- ------------------ ------ — — ---- --------------------- \ i i \� i \� ,. ,. Z Z o 0 w w Z W Z W Z L Z W(r WIr WWWW W 2 - 8' DIA. X 2' DEEP �� Aq -'� �� -'°C -'°� BACKWASH DRYWELLS ow ow ow 0 wor LUT- wC: LU Cr • coo coo 0 w0 FILTER & - �'w `�w -w Dw PUMP � 0 'STS©fit 2. w .- (m (D m It SCALE: N.T.S. POOL PLAN VIEW OFFICE SET DWG. NAME: REFER TO POOL SECTION DWG. A-3 1 .28. 1 $ & FOUNDATION PLAN A-O. PROPOSED POOL PLAN NOTE: & DETAILS CONTRACTOR TO NOTIFY THE ARCHITECT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE PROPERTY OF THE ARCHITECT.NO OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BYLAW. A- 1 . 1 NOTE: v1 CONTRACTOR TO NOTIFY THE ARCHITECT \ OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND CONTRACTOT DRAWINGS/SPECIFICATIONS.RFROM THE RGENERAL W u �1 \ O O z 0 \ U L7 �" N Z 00 z en w WM N O 00 U � \ \ \\ �\., \; . SECA �. i SEC.IIAII � \. \\� \ qkN - - — — — -- — — — — — — — — — — — — — — SCARF 2" X 10"ACO. F.J. a 1 8" FT. > / SLOPE W/3/4"ACQ. PLYWOOD. BD. PROV. EPDM RUBBER ROOFING. 1 PROV. 5/4"X 4"ACQ. SLEEPERS. DO NOT NAIL SLEEPERS TO EPDM. (TYP. ALL DECK F.J. AREAS) PROV. WALL FROM SHEAR ESE LOC TO CORNER. REF. TYP. DETAIL D-11, DWG. A-6 — — — — - PROV. SHEAR WALL HOLD-DOWNS (TYP. AT ALL CORNERS NOTED.) I FROM THESE TYP. DETAILLO D-1 C. 01, DWG A-6 (TYP. AT ALL CORNERS NOTED.) W Y II I II U II 1]L : z Lu PROV. 2-1 3/4"X 9 1/2" GP MICRO- OU) I PROV. 2-1 3/4" X 9 1/2" GP MICRO- LAM LVL (CONT.), SHED DORMER (n J I OJ LAM LVL (CONT.), SHED DORMER l�1 j J �,� LL,� Q RAFTER SUPPORT. (TYPICAL). 0 Q 0 Q RAFTER SUPPORT. (TYPICAL). 1 Q 0 Q 0 Q I Q 0 J — Q J00 m rrnn wU w� I I I �v r� ' I J ` � LlJ U° UD I r r *- rU rU o� o� I x0 x0 — 0 0 0 X_ x_ x: 0 X� I X \`° N�� 0010 � `- N I (V J N� Nv PROV. OPENING FOR PULL-DOWN N N N ATTIC ACCESS STAIR, "BESSLER" PROV. 2-1 3/4" X 11 7/8" GP MICRO- I I W HEAVY DUTY OR APP. EQUAL. I I LAM LVL OVER ALL DR./WINDOW/ - I , &TRI M OPGS. EXTEND 8" BEYOND i I PROV. 2-1 3/4" X 11 7/8" GP MICRO-1 ACTUAL OPG. (TYP. ALL AREAS) I LAM LVL UNDER ALL PARTITIONS Y ABOVE. (FLUSH W/ADJ. F.J., TYP.). Z U - J - PROV. 2-1 3/4" X 11 7/8" GP MICR - &TRIM OPGSR EXTEND 8"ALLIBE OND SECOND FLR, WALL BELOW (TYP.) Hk_ m LAM LVL OVE FIRST FLOOR WALL BELOW P. - —J ACTUAL OPG. (TYP. ALL AREAS) I _ rr I SECOND FLR. WALL BELOW P. I \ QI I � ( F.F SECOND FLR. WALL ABO`/E P. l III - I O I PROV. 2-1 3/4 X 11 7/8 GP MICRO- LAM LVL UNDER ALL PARTITIONS 0 Q I I I ABOVE. (FLUSH W/ADJ. F.J.,TYP.). _r -- PROV. 2-1 3/4" X 9 1 2 GP MICRO' — Ur I LAM LVL (CONT.), SHED DORMER Z I- RAFTER SUPPORT. (TYPICAL). I co W I I 0 I OJ 1 (00J 0_j PROV. 2-1 3/4��X 9 1/2 GP MICRO- 5< _Q _Q LAM LVL (CONT.), SHED DORMER I Q. 4. —I I tL tL RAFTER SUPPORT. (TYPICAL). C3 0= (') 4 co — — \ a r 1 - ;, I i w wU N� ( wU I \ T �0 .0 0 I o. (W )° ° Z° - X 0 0 X� N° Z� Z� Z� 0 I ( I I Nr x/@) � xrr Nr � NV CV� OW OW OW OW I I Lo L0o Lo Du. o LLL co 00 00 — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — co — — - - - — — — — — — — — — — — — — — — — — \ — — — — — — — — — — — — — — — — (V In (0 NN r N� PROM. SHEAR WALL HOLD-DOWNS PROV. SHEAR WALL HOLD-DOWNS FROM THESE LOC. TO CORNER. FROM THESE LOU. TO CORNER. PROV. 2-1 3/4"X 11 7/8" GP MICRO- SEC.IIAII PROV. 2-1 3/4" X 11 7/8" GP MICRO- REF. TYP. DETAIL D-11, DUNG. A-6 PROV. 2-1 3/4"X 11 7 8" GP MICRO- II II PROV. 2-1 3/4"X 11 7 8" GP MICRO- REF. TYP. DETAIL . T DWG. R. C SEC. A LAM LVL OVER ALL DR./WINDOW/ LAM LVL OVERALL DR./WINDOW/ (TYP. AT ALL CORNERS NOTED.) LAM LVL OVER ALL DR./WINDOW/ LAM LVL OVER ALL DR./WINDOW/ (TYP. AT ALL CORNERS NOTED.) Q &TRIM OPGS. EXTEND 8" BEYOND &TRIM OPGS. EXTEND 8" BEYOND &TRIM OPGS. EXTEND 8" BEYOND &TRIM OPGS. EXTEND 8" BEYOND ACTUAL OPG. (TYP. ALL AREAS) _ (TYP. ALL AREAS) ACTUAL OPG. (TYP. ALL AREAS) Z D � ACTUAL OPG. (TYP. ALL AREAS ACTUAL OPG. 0 W W W ZLIJJ Z>D Z>T Z>�> W W W �aA SECOND FLOOR CEILING FRAMING PLAN SECOND FLOOR DECK FRAMING PLAN O� oW 0� o THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY D cr D jr D fr D T ONLY & IS NOT INTENDED TO BE SCALED. ` cr- to W LB W 0 W D W ONLY& IS NOT INTENDED TO BE SCALED. O 0 �o O o U)0 0 12 � o co m N C1 F N�` M ccs 11 of r SCALE: NOTE: OFFICE SET 1/411 1 1011 0INDICATES BEARING POINT LOADDWG. NAME: THIS LOAD MUST BE TRANSFERED 1 .28. 1 8 W/ADEQUATE VERTICAL BRACING. SECOND FLOOR DECK/CEILING NOTE: FRAMING PLAN CONTRACTOR TO NOTIFY THE ARCHITECIf THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE F THE ARCHITECT. OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHOANG S&OR MOD F CATIONSO CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 NOTE: III CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL REVISIONS DUE TO V CONTRACTOR WHICH DNFOR GENERAL T HED W CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� \ Z V Dz 10 F--� C7 >" N O ` 3 ~ zZ N a � M � 0 00 M 01RN \--- � NN N�SEC.n n n I ,, molUm PROV. CUSTOM CURVED RAFTER -- - ---n=---=7-=---—,-TT L -- - PROV. CUSTOM CURVED RAFTER TAIL AT ALL GAMBREL ROOF - --- - - -- -- -- - TAIL AT ALL GAMBREL ROOF r 1 CONDITIONS. (TYP. ALL AREAS) CONDITIONS. (TYP. ALL AREAS) PROVIDE CONT. 1 - 1 3/4" X 14" GP ===44PROVIDE CONT. 1 - 1 3 4"X 14"GP > MICROLAM LVL VALLEY RAFTER. MICROLAM LVL VALLEY RAFTER. q U � i Z 0— o^ CHIMNEY"KRICKET": 7/12 PITCH Q J J I MIN. FLASH AS REQUIRED TO ROOF & INTO SIDE OF CHIMNEY. jr Q ?Q ro.c. R.R. (TYPICALL BOTH CHIMNEYS.) I I d U d O �"X10"R.R�16"O.CX1O"R.R�16"O.C— T I 2"X 10" R.R. 16"O. I Q (TYPICAL U.O.N.) X X (TYPICAL U.O.N.) SECOND FLR. WALL BELOW P. W W W 90 N . 1>4 GP MICROLAM LVL RIDGE BM. ) 2"X 10" C.J. 16"O. 2"X 10"C.J. 16" nJLI ' (TYPICAL U.O.N.) I (TYPICAL U.O.N.) OO 00 PROVIDE CONT. 1 - 1 3/4"X 14" O GP MICROLAM LVL RIDGE BEAMS. E._BQTH GA�MBRE�kDGEMS.)� PROVIDE CONT. 1 - 1 3/4"X 14" GP PROVIDE CONT. 1 - 1 3/4"X 14" GP 0- W MICROLAM LVL HIP BEAM. MICROLAM LVL HIP BEAM. I jUTRUE VALLEY END CONNECTION TRUE VALLEY END CONNECTION TO RIDGE W/SIMPSON HANGERS ----- - TO RIDGE W/SIMPSON HANGERS W/SKEW &SLOPE ANGLES HU, - - - - -- -- MSC5, GLT OR APPROVED EQUAL. ; r T V W/SKEW& SLOPE ANGLES HU, �-- MSC5, GLT OR APPROVED EQUAL. I rr r jL J 2" � _Is.O.C. C SECOND FLR. WALL FLR. WALL BELOW�P) I - PROVIDE CONT. 1 - 1 3/4" X 14" GP i 1 MICROLAM LVL VALLEY RAFTER. I I 1 PROVIDE CONT. 1 - 1 3 4"X 14"GP - i MICROLAM LVL VALLEY RAFTER. STRAPPING CONNECTING RAFTER I PROV. "LIFETIME" "GAF" ASPHALT TO TOP PLATES TO STUDS TO BE _ J -_ - - ROOF SHINGLES (TYP. ALL AREAS) SIMPSON H2A. (TYP. ALL AREAS) ___ __ ___ _ _ - - -- -- OVER 15 LB. FELT, (COLOR T.B.D.) ----- -- ------- -�-- - I PROV. "WEATHERWATCH" UNDER- LAYMENT ENTIRE ROOF THESE V U AREAS ONLY DUE TO LOW PITCH. 0^ O- 2^ 1rCC TU PROV. CONT. 2 - 1 3/4"X 9 1/2" GP � PROV. CONT. 2 - 1 3 4" X 9 1/2" GP (� MICROLAM LVL HIP SUPPORT BM. Q MICROLAM LVL HIP SUPPORT BM. F II �_ pfd. Ua} I W p 16" O.C. T o} I10" p -�- { 2 X R.R. 16" I U p U p (TYPICAL U.O.N.) X X (TYPICAL U.O.N.) (.w (.w (5 m PROV. 1 - 1 3/4 X 9 1/2 MICROLAM stn Qw z LVL SUPPORT (4 - FOR DORMERS) I I 2"X 10" C.J. 16" O.C. N N I 2" X 10" C.J. 16" (TYPICAL U.O.N.) (TYPICAL U.O.N.) 2 ,00c. Z> Z> p Om ww ww �_ I-0 Jm Jm C)LL U U mLuZ I Ow Ow 0� �w I D p p -F- PROV. CUSTOM CURVED RAFTER _ __ PROV. CUSTOM CURVED RAFTER m m D m TAIL AT ALL GAMBREL ROOF - --- -- - - TAIL AT ALL GAMBREL ROOF C0 0 0 cr)0 W w mp CONDITIONS. (TYP. ALL AREAS) - - j CONDITIONS. (TYP. ALL AREAS) �� A--1��]I i i i i IIIT11111 1111 11111111111 w 0 00 OD N N PROV. 2-1 3/4" X 11 7/8" GP MICRO- PROV. 2-1 314- X 11 7 8" GP MICRO- LAM LVL OVER ALL DR./WINDOW/ LAM LVL OVER ALL DR./WINDOW/ m &TRIM OPGS. EXTEND 8" BEYOND SEC." AII &TRIM OPGS. EXTEND 8" BEYOND SEC." AII Q ACTUAL OPG. (TYP. ALL AREAS) ACTUAL OPG. (TYP. ALL AREAS) Z 0 w w w zm z� z� z� ROOF FRAMING PLAN ROOF PLAN �� faalog 0 ow ow 0 Orr DEC OT 0 THIS DRAWING IS FOR REFERENCE ONLY w 0 (D 0 (n0 U)0 ONLY& IS NOT INTENDED TO BE SCALED. " LL —LL LL LL pW � D CD r 7 a) co It of r �Q_F NIrE` D co ao o6 c6 --"" SCALE: NOTE: 1/4"=1'0"DWG. NAME: O INDICATES BEARING POINT LOAD OFFICE SET THIS LOAD MUST BE TRANSFERED 1 .28. 1 8 ROOF & ROOF/ W/ADEQUATE VERTICAL BRACING. FRAMING PLAN NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT. NO DWG. NO,: OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART /� ■ CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. _GJ PROV. 2-1 3/4" X 9 1/2" MICROLAM 1 U LVL (CONT.) TO SUPPORT RAFTER. (TYPICAL ALL AREAS U.O.N.) � W PROV. DBL. 2"X 6"ACQ 211X6" PROV. 2-1 3/4"X 9 1/2" MICROLAM ~� Z SILL PLATE (TYP.) WALL LVL (CONT.) TO SUPPORT RAFTER. O 10" P. CONC. FOUNDATION WALL STUD (TYPICAL ALL AREAS U.O.N.) \ U SIMPSON HL35 WALL. PROV. MIN. 8" FDN. SHEATHING KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE HEAVY-DUTY SIMPSON LSTA21 STRAP P. ALL AREAS .s;: '" ANG BRACKET ) d, CONNECTION OF WALL rn RIDGE WITH (16) 1Od X 1 1/2 FASTENER (3) 2 X 10 �' BEAM (STRAP REQUIRED FOR 16"JOIST 1 SCREW THROUGH WINDOW v I "i 'ii i SHEATHING TO WINDOW k ZO DEPTH OR MEMBERS WITH SLOPE -'�. - BRACE AT EACH HEADER .�,3g a. HEADER (' , U ® DBL. MICROLLAM PROV. WATER BARRIER BETWEEN - ti;.: - FLANGE o ® ® HEADER OF 7/12 OR GREATER). " ' SHEATHING TO 2"X 6" STUDS ® FOUNDATION WALL&ACQ. RIM JOIST. I � CONNECTION OF WALL / ' � C N 0.75 X 33 MIL Z00 2"X 10" R.R. '..:.: : I �, N PROV. 2 CONTINUOUS # 4 JACK RE-BAR. (TYP. ALL AREAS) STUDSct ►�� a � w U M N 0 00 = � � \ U p - NNE TI N F WAL • M TI N F RIGDE FOUNDATION DETAIL (/�Dl X- BRACING D3 CO C O O L SHEATHING D F--�ICORNER CONNECTION D CONNEC O O D1 . �¢ a � (EXAMPLE) A-3 BEAM TO ROOF RAFTER ,q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER �-3 \\\ (EXAMPLE) (EXAMPLE) (EXAMPLE) TYP. GAMBREL SECTION �IN\\ \, g I,\\ FOUNDATION/POOL SECTIONS . ��, mnox \\ 11-611 x 1 -6 X 1 D. TILE STONE COPING U.O.N. 11mulm ,\01 \ PROP. CHIMNEY- 8 CONCRETE PROV. LIFETIME GAF ASPHALT 11-61, x 1 -6 X 1 D. TILE STONE COPING U.O.N. �� \\ BLOCK DOUBLE 10" FLUES ROOF SHINGLES (TYP. ALL AREAS) (SLATE) OR APP. EQ. TRUSS/RAFTER (SIZE AS REQUIRED.) (SLATE) OR APP. EQ. (SIZE AS REQUIRED.) \ \� CULTURED STONE EXT., COLOR - OVER 15 LB. FELT, (COLOR T.B.D.) \\� \\�� (R TOP PLATE T.B.D., HEIGHT APPROX. 30'-0", W/ PROV. "WEATHERWATCH" UNDER- 3 3" P. CONC. SLAB ON 3 W.P. MOTAR JOINT 3" P. CONC. SLAB ON s W.P. MOTAR JOINT (RPS4) DECORATIVE CLAY TOP FLUE CAPS. LAYMENT ENTIRE ROOF THESE - COMPACT.FILL (TYP.) (TYP. ALL AREAS) COMPACT.FILL (TYP.) (TYP. ALL AREAS) FORMED CONCRETE TOP UNIT. AREAS ONLY DUE TO LOW PITCH. 3° SLOPE FROM HOUSE. 3" 4' SLOPE FROM HOUSE, 6— V.I.F• REF. NOTE "A" ; 6"TILE BAND CONT. #4 13 16" O.C. DETAIL D-12. COMPACTED GRAVEL (WATER) (COLOR T.B.D.) TRUSS BRACING PROV. CONT. 1 3/4"x 14" GP LVL __ (406) HOR. REINF. RAMP ; 6" D. (TYPICAL U.O.N.) (MTS12) RIDGE BM. —ENT_(TYP=ALL RI DU #5 16ZC� 16" O.C. REAR YD• (406) HOR.IREIONF CLEAN COMPACTED DUSTS (406) HOR.1REINF. (467) VERT. REINF. SOIL (TYPICAL U.O.N.) PROV. 2-1 3 4" X 9 1 2" MICROLAM _ #5 16 16" O.C. #4 13) C«? 5" O.C. PROV. CONT. GIRDERS UNDER LVL (CONT.) TO SUPPORT RAFTER. MiN. #5 16 18" O.C. ��N (467) VERT. REINF. (406) VERT. REINF. ADJ. CONT. GAMBREL RIDGE BMS. (TYPICAL ALL AREAS U.O.N.) (457) HOR. REINF. PROV. "LIFETIME" "GAF"ASPHALT BLOCK AS REQ'D. TO SUPPORT rr3 #5 16 18" O.C. 12"to 36" RADIUS ROOF SHINGLES (TYP. ALL AREAS) 2" X 12" ROOF RAFTERS. (TYP. ALL) 6 5 - #4 13 HOR. (457) HOR. REINF. COMPACTED GRAVEL (VARIES) •,. . s' 6" D. (TYPICAL U.O.N.) Y OVER 15 LB. FELT, (COLOR T.B.D.) PROV. CONT. KNEE WALLS ABOVE — .... . .. .. _ 5 - #4 (13) HOR. W PROV. "WEATHERWATCH" UNDER- GIRDERS TO TIE INTO ALL GABLE — 3" 3" 3500 PSI LAYMENT ALONG ENTIRE BOTTOM RONT AND REAR ROOF AREAS. 1'-s' a" -�' 1'-s" II1' CONCRETE O EDGE OF ROOF UP 2'-0" (TYPICAL)__ _`, 3'-2^ 3'-2°--} MIN. ALL ROOF SECTIONS). vy 12 12 _�7 R - 38 O.C. HIGH DENSITY FOIL FA. I 5.5 V.LF. ____ ___--�4.5 V.I.F, = = — HIGH WATER LINE(V.I.F.) HIGH WATER LINE(V.I.F.) HIGH WATER LINE(V.1F.) > STUD TO STUD INSUL. (TYP. ALL ROOF AREAS) Z W ' PROV. 5/8"ACQ. PLYWD. SHEATH. ,g - a„ RETAINING WALL SECTION: D10 RETAINING WALL SECTION: 10a RETAINING POOL/WALL SECTION: D1 1uj 10d NAILS OR i (TYPICAL ALL ROOF AREAS). /L"R P P�� /�1�o ys„ STUD TO BAND JOIST _ "x-��`-__-__-- __-__-- ------ ---- - _ (CONTINUOUS - U.O.N.) A-3 (CONTINUOUS - U.O.N.) A-3 (CONTINUOUS - U.O.N.) A-3 Q 16d SINKERS P.ALL 2ND.FL. 3" O.C. VERTICAL 4 O.C. HORIZONTAL i � �� i - CONT. 48" H. RAILING NOTE "A": ' HEADER ANCHORAGE c.J. D.C.o.c. , TIMBERTECH " RADIANCE RAIL" J AROUND ENTIRE POOL CULTURED STONE FACADE: (LSTA18) PROVIDE 5 EXPOSURE - CEDAR FOR RAILING OVER 4" X 4"ACQ. ACCESS W/ LATCHED "DRYSTACK"-ELDORADO IMPRESSIONS" BY"CERTAINTEED" POSTS. FLASH & CAULK ALL EXP. SECURITY GATE. STONE - RUSTIC LEDGE. rn STRONG-WALL , OR APPROVED EQUAL. JOINTS.(TYP. ALL AREAS) NOTE: STONE COPING U.O.N. COLOR CASCADE OR T.B.D. D � �+ PROV. 2 CONT. 1 3 4 x 11 7 8 SWIMMING POOL TO BE EXCAVATED &SOIL W TYPICAL AT ; PROV. - "TYVEK DRAIN WRAP" P. — PROV. "IPE" IRONWOOD DECKING LEFT ON PROPERTY. SOIL TO BE STOCKPILED (SIZE AS REQUIRED.) WALL & SLOPED RAMP AREA. W EACH CORNER) ' GP LVL BMS. (REF. TO A-2.1) (n ALL EXTERIOR WALL SURFACES.) SCARF 2" X 10"ACQ. F.J. 1 8" FT. 6" W. OR APP. EQ. (TYP. ALL DKS). OR ROUGH GRADED (AS PER OWNER) ON ' SLOPE W/3/4"ACQ. PLYWOOD. BD. OVER 2' X 10 ACQ. F.J. & RIM BD. THE DAY OF EXCAVATION ONLY UNLESS SOIL W•P. MOTAR JOINT O (TYP. ALL AREAS) O PROV. 11 7/8" BOX BEAM PROV. EPDM RUBBER ROOFING. IS TO BE CARTED AWAY. Q. PROV. 5/4"X 4" ACQ. SLEEPERS. SWIMMING POOL STRUCTURE TO INCLUDE A 6"TILE BAND CONT. Q PRE WITHHED I ° II DO NOT NAIL SLEEPERS TO EPDM. MAT OF 3/8" STEEL REBAR TIED 10" O.C. FOR (WATER) 4 SELL PLATE TO a (COLOR T.B.D.) q 12 SDS 1/4 X 3 ° ° a ° FCCCCCC»LUNDATION (TYP. ALL DECK F.J. AREAS) WALLS & FLOOR, 5 O.C. FOR ALL TRANSITION „ MARBLE V.I.F. J FASTENERS < 1' ° °a , . ' USING USP BEARING PROV. CUT 2" X 10" SUB-FASCIA BREAKS AND BOND BEAM. #4 13 5 O.C. FUST a ° ° PLATE FASTENERS 5/4"X 8" "VERSATEX" FASCIA BD. THE POOL SHELL TO BE MADE OF 1-4 DRY (406) VERT. REINF. ° (HBPS/LBPS) FILL ALL NAIL HOLES AND APPLY 2 GROUT GUNITE MIX SHOT INTO THE STEEL COATS "BENJAMIN-MOORE" PAINT CAGE AT A THICKNESS OF NO LESS THAN 12" #4 13 12" O.C. --- - #4 13 12" O.C. SILL PLATE TO OR APP. EQ.(TYP. EXPOSED SIDES) © ON THE TOP EDGE OF THE POOL (BOND BM.) (406) HOR. REINF. _ (406) VERT. REINF. FOUNDATION - ---- ---------------- - ----- &. NO LESS THAN 8" ON THE WALLS & FLOOR. - ,� ___ _ 2 1/2°x 11 7/8"WI 60 FJ, - INTERIOR FINALL) . OF POOL TO BE "PEBBLE TECH" 12"to 36" RADIUS IN. #4 13 6 O.C. BP DURABLE FINISH. COLORS AS PER OWNER. (VARIES) — (406) HOR. REINF. 6"WHITE ALUMINUM GUTTER AND _ ~ - SILLPLATETO LEADERS. (TYPICAL ALL AREAS). ------ ---------------- FOUNDATION PROV. METAL FLASHING COMPACTED GRAVEL 3500 PSI USING USP BEARING AT ALL WINDOW SILLS. PROV. CONT. 'VERSATEX BEAD _____� PROV. 2-1 3/4"X 11 7/8" MICROLAM ''' TYP. ALL LOCATIONS) 1- LVL (CONT. & FLUSH.) r' 6 D. (TYPICAL U.O.N.) CONCRETE PLATE FASTENERS ( BD. SOFFIT W/SCREENED 1"VENT L_____J � ,, �`' : . e° (HBPS/LBPS) (TYPICAL ALL AREAS) (TYPICAL ALL AREAS U.O.N.) CONT. 48 H. RAILING ---- " MIN. 3j��: 3.,1 'i ' AROUND ENTIRE POOL _______________ c PRO\/ 1 2" GYP. BD, ALL EXPOSED L R - 21 O.C.HIGH DENSITY FOIL FA. WALLS (SCREWED), & 1/2" MOIST. ACCESS W/LATCHED HIGH WATER LINE(V.... .. METAL FASTENER SCHEDULE 1 INSUL. PROV. 3/4" FORMULAR 250 RESIST. GYP. BO. IN ALL BATHRMS. r:',. SECURITY GATE. A-3 O-C. INSUL. (TYP. ALL EXT. WALLS) RETAINING POOL/WALL SECTION: D12 Q 2" x 6°wooD STUDS w 1 2"ACQ. , � �� �: ' ' (CONTINUOUS - U.O.N.) �-3 (ALL STRAPING TO BE @ 1611 O.C.) PLYWOOD SHEATHING. (TYPICAL) 0 PROV. 3/4"T& G PLYVVD. SUB-FLR. w•,l': PROV. CONT. 1 1/8"X 11 7/8" GP - FLOOR AREASGLUE & ). TYP.ALL WD. "FIBERSTRONG" RIM BD. (CONT.) ---- -- PROV. "CEMENT BOARD" SHEATH. AT CONIC, PAD. (TYP. ALL AREAS) WALL STUD o 5' 10.5' Nf_W FFL 2 1/2"X 11 7/8"WI 60 FJ� - - - --------- 2�2"X 11 7/8"WI 60 F `" NEW FFL -- ... .. PROV. DBL. 2" X 6"ACQ. SILL PL. 1s�c�P.ASL 1s"o.c. P.A tin7lw�itd T. = a_ ----- --------- ------------- r Y 7 WALL STUD WITH TERMITE SHIELD FIBROUS 1 � I � (WATER) 4, INSULATION (TYP. ALL AREAS) I I V,I.F. r COVER &SEAMS TAPED. I �j PROV. 5/8 DIA _ _ _ . ' --,4,�-0---�.5� +/�---- --------- -----FQRMULAR 250 O-C INSUL. BDS. •.� � 2A�ED Soils >� CT �il .:: PROV. R-19 BATT INSUL TION 3 4 THRU DBL. SILL PLATE EMBEDDED .':;; II NEW GRADE CYT'.-ALLY -- -- _____________ s' s.5'+/ w OW BOTTOM PLATE INTO O.C. &6N12'�FROM NO oRE THAN PLATE 3' ° V.I.F. I --STAR.---------- O D > BAND JOIST INTERSECTIONS. PROV. 3" SQUARE ::'' .. , ..... I 7= - �_ s _ I 0 W (�W 0 DW WASHERS ALL BOLTS. (TYP. ALL). _ _ I -I _ _ __ _ �r p—ml Z Z 0 8 P. CONC. FDN. WALL W 2' -0 W. __�I - __r� __ -,� — W W J W cc X V-0" D. P. CONC. FTG. & BELOW D F- TWO- MEM� �JVF-Je�EI�PGVVI V_0* - FINISH GRADE. W/W.W.M. IN ALL U U [� C -tee E E r ?ECJ VI DM V-3 WALLS &FOOTING.(5'-6" WALL HT.) _ - 0 0�jj U)W PROV. 4" DIA. STRUCT. STL. COL. 2' X 2'X VD. P. CONC. FOOTING 4" P. CONC. SLAB - PROV. W.W.M. REF. SECT. DET. 1'-s"MIN. F-— H H (n 2 SIM SO T m ----- BOLT TO FTG. &GIRDER/BEAMS ------ __ (TYP. ALL 10 INTERIOR FOOTINGS) ___ IN SLAB OVER TAMPED GRAVEL ------- D-10 DWG. A-3 ---------------- --------------------- ----------- ---------- _ _____ 0�j cl o� I'- (12) FA � AFM p 2 E C. 11 O A 11 B I 1 WATER/SAND ABOVE (TYPICAL 10 LOCATIONS) BASE (TYPICAL ALL AREAS) W ir W Ct W(r 0 REF. SECT. DET. REF. SECT. DET. D jr D� D fr j d CONNECTION OF BAND JOIST TO SUPPORT D-11 DWG. A-3 D-12 DWG. A-3 U)0 O 0 w O W W SIMPSON LTP4 STRAP (12) 8d X 1 1/2" LINE OF ESTIMATED HIGH WATER LINE OF ESTIMATED HIGH WATER LINE OF ESTIMATED HIGH WATER 2 LL LD W 0 W D MARK. VERIFY IN FIELD. MARK. VERIFY IN FIELD. MARK. VERIFY IN FIELD. W r r r r II /� II � Nr � r rl r* CONN CTION C SECTION /`-'� TOF OORF � - 106 EXAM =) 3' N.T.S. � P MIN. VIE OE --- -------------- — Z Z .. .. - - --------------------- _ ee:+� � � w w MAK 2"X 8" BLOCKING Z W Z W Z Z _ O-OF ". TRUSS 4' SHEATING TO (2) 2"X 4"TOP PLATE V.I.F. TOP PLATE. BAND JOISTS �� U Il U 11 U U - FLOOR FRAMING �„ s > > > > WALL ��.�°.N(�re�yQ /� ow 0>_ 0>_ O�>W STUD + pW pW pW pW CLIP I WCc W� ujT wM ' w :' , D� DCc DCc D� CON I ) I J (3) 2"X 10" 1 ' + N O 0 OW �0 �O WEB " 1LL LL WALL STUDS WINDOW CONNECTION OF WINDOW - - - - 8 4 HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR S c0 c0 aJLIU SIMPSON LSTA18 STRAP WITH SUPPORT BEAM /�' r r "1./ 2"X 10" RAFTER (12) 10d FASTENER. PILE "QT�,������;212 ("� � m � d� CD CONNECTION OF FLOOR FRAMING - N � 6 METAL HURRICAN RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 SCALE: WITH (7) 1 Od X 1 1/2 FASTENER STRAP WITH (12) 1 O X 1 1/2" FASTENER CONNECTOR TO STUD AND RAFTER. 2"X6" INTO FLOOR JOIST AND SUPPORT BEAM NOTE: N.T.S. JACK CONTRACTOR SHALL VERIFY THAT THE OFFICE SET WALL STUDS HEIGHT OF THE STRUCTURE SHALL NOT DWG. NAME: SHEATING EXCEED 35'-0"AT MIDPOINT OP .^�. PITCHED ROOF. NOTIFY ARCHITECT OF G BUILDING 18 ANY AND ALL CHANGES. SECTION JOIST TO HEADER JOIST D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING Dq NOTE: PLAN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT.NO A-3 �_3(EXAMPLE) WALL PLATE TO WALL STUD. LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 A-3 OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: (EXAMPLE) EXAMPLE (EXAMPLE) CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION ) ( ) CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-3 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT V L W OF ANY AND ALL REVISIONS DUE TO FIELD @ U CONDITIM THE CONSTTROUCTT. DRAW NGS SPNS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFEEC FIOCA IONS. \ SCARF 2" X 10"ACID. F.J. 0 1 8" FT. SLOPE W/3/4"ACID. PLYWOOD. BD. Z PROV. EPDM RUBBER ROOFING. I3GE:AN1 =N PROV. 5/4"X 4"ACQ. SLEEPERS. U DO NOT NAIL SLEEPERS TO EPDM. u TOP - RIDGE (V.I.F.) _ -, - O (� N z PROV. FRAMED ROOF "KRICKET" ° Z PROV. ALL NECESSARY FLASHING U 12 12 _ CUT IN NEW CHIMNEY. 12 7 PROV. "LIFETIME" "GAF"ASPHALT _ ------------------------- _ _ _ ROOF SHINGLES (TYP. ALL AREAS) Z ,-• OVER 15 LB. FELT, (COLOR T.B.D.) 00 TOP OF ATTIC FL. - = - o� - _,..,_, PROV. "WEATHERWATCH" UNDER- � ry = LAY MENT ALONG ENTIRE BOTTOM 2,r// ;/ - (TYPICAL) _ __ _ - - �- EDGE OF ROOF UP 2'-0" t4 � ------------Fn 14 - - ALL ROOF SECTIONS). �, •• TOP OF UPPER WINDOW --' � --- - - - - - -- -- ==� PROVIDE 5" EXPOSURE - "CEDAR - . - • - - - • - • - / -- ----- - - 1 � IMPRESSIONS" BY"CERT U M N ; r OR APPROVED EQUAL. PROV. TIMBERTECH - "RADIANCE 0 00 �� �� E / ' / 1 %� r 'r% RAIL" SYSTEM FOR ALL RAILINGS $�-611 1 / 0 �� � ' cli INSTALLED ON 4" X 4"ACID POSTS. U 6-811 %% % // /� ;/-': .. CAULK ALL EXPOSED JOISTS. en 1 �,; -�-� (TYP. ALL AREAS) 1 OV "IPE" IRONWOOD \\ fi PR DECKING 5/4 6' W. (TYPICAL ALL DECKS). 1 I PROV. CUT 2 X 10 SUB-FASCIA TOP OF SECOND FLOOR 8" 'VERSATEX" \ \\ r 5/4 X 8 'VERSATEX FASCIA BD. 1� - - FILL ALL NAIL HOLES AND APPLY 2 28 —O \\ \\ COATS BENJAMIN-MOORE PAINT ' �''' /��'!� OR APP. EQ.(TYP. EXPOSED SIDES) ,���\�\\ V.I.F. :,:, � -- - - -- ----- --- - - - - -- --- ------ --- �_`, _' 6 WHITE ALUMINUM GUTTER AND uAREAS). \\ \\\ \ \ LEADERS. (TYPICAL ALL TOP OF LOWER WINDOWN1 'N1 N1 =1' __ �D`\\,\ '• . . `, -. PROV. CONT. VERSATEX" BEAD \� / I `- BD. SOFFIT W/SCREENED 1 VENT �� � ��RM, � � IL (TYPICAL ALL AREAS) \ � \`\ � ;•. � ; � �- - 5/4 X 11 1 2 VERSATEX TRIM BD. 'rti s N r 'r N ' i ,r � � , .r. � "_�, �. �.ti I -_� FILL ALL NAIL HOLES AND APPLY 2 /// jrr j j/ . Z. u " :;,o/% ;.�- �i - � � / / r,� f' I - __ COATS BENJAMIN-MOORE PAINT - OR APP. EQ. P. EXPOSED SIDES r 77 � v I - 61-811 < �n.� I - PROV. "VERSATEX" CROWN TRIM I TO MATCH EXIST. CONTINUOUS I I ( l II - BAND AROUND ENTIRE HOUSE. 1 I ' I I A-1.1 _ I =d INSTALL NEW 10 DIA. FIBERGLAS T T. N "IONIC"S RUC COLUMN, IONI TYLE. IT I C S _ - PAINT W 2 T - T COATS BEN. M RE OP F FF S 00 O L. 10.5' -`- -(D -` SEMI-GLOSS (COLOR T.B.D.) NEW FF L. -t - - - - _ - - - - _ wal! - - - _ (TYPICAL ALL (7) COLUMNS) Lj V.I.F. U 7.0' NEW GRADE I FIN. GRADE i I GRADE AWAYr------------ W I I ' Z -----_____ ---____ I (TYP. ALL) ---____-- - ___ L---J L---� ------------ W NORTH ELEVATION c W 0- 0 11 CL W ZY U CHIMNEY"KRICKET": 7/12 PITCH MIN. FLASH AS REQUIRED TO ROOF & INTO SIDE OF CHIMNEY. (TYPICALL BOTH CHIMNEYS.) GE AND HIPSI J cQc TOP OF RIDGE (V.I.F.) G - • - • - ' - • - . - - -- _� _ - n _ 1212 --- 7 12------ — 7 12 5 PROV. "LIFETIME" "GAF"ASPHALT TOP OF ATTIC FL. - ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B,D.) i, PROV. "WEATHERWATCH" UNDER _ . -----____________ ___ LAYMENTALONG ENTIRE BOTTOM --_ -----; - - - EDGE OF ROOF UP 2-0" (TYPICAL) ALL ROOF SECTIONS). TOP OF UPPER WINDOW �-- - �- • - . - , - , - . - - PI ROV. 5 4" X 6" "VERSATEX"TRIM & FILL ALL NAIL HOLES ANDD APPLY 2 / COATS BENJAMIN-MOORE PAINT $�-611 /j;: / PROV. WINDOW STOOLS (TYP. ALL) W O j -� rl H D j / j %''%' 5/4"X 8" "VERSATEX" CORNER BD. 0 OW (�OW 0 m� r � i/ / FILL ALL NAIL HOLES AND APPLY 2 COAT BEN A I - > �— � � S J M N M R 0 �" 00 E PAINT Z � —- - - i/ PROV. WINDOW STOOLS W W J I-0 O 00 S P. A W W I LL m -m DE J J � F- U U3 m� WZ DW PROV. CUT 2 X 10" SUB-FASCIA 0 0 W 0111 N TOP OF SECOND FLOOR iT ill 5 4"X 8" "VERSATEX" FASCIA BD. 11 - s FILL ALL NAIL HOLES AND APPLY 2 D w D WW O CC 06 - 1 :,,,,,.. /, //"A" APP.- ------------- -------------- cr COATS "BENJAMIN-MOORE" PAINT V.I.F. / - -- - - - - - -- ---- ------- - OR APP. EQ.(TYP. EXPOSED SIDES) 0 0 Q W �- -- ---- - - ------- ----- ---- - - --- - - - --- - --- - 6"WHITE ALUMINUM GUTTER AND 0 L W W D LEADERS. (TYPICAL ALL AREAS). 00 TOco 00 P OF LOWER WINDOW Li %! j % i' 1 b 1 a 1 b Li ;'„ j� PROV. CONT. "VERSATEX" BEAD OW 7 . - • - • - - - - = - - - --- - BD. SOFFIT W/SCREENED 1"VENT D of N c�i O N % (TYPICAL ALL AREAS) to (0 n t0� 5/4" X 11 1/2" VERSATEX TRIM BD. - � /,. / O I ' " %!%ii FILL ALL NAIL HOLES AND APPLY LIN COATS "BENJAMIN-MOORE" PAINT �� I 1 OR APP. EQ.(TYP. EXPOSED SIDES Q Q 6-8 _ '�� %i % ii' %' ® % I �; 1 PROV. VERSATEX CROWN TRIM Z_ Z_ ^ _ I %"- -.i �/ TO MATCH EXIST. (CONTINUOUS O D BAND AROUND ENTIRE HOUSE. W W r ' j PROV. CULTURED STONE FACADE H W H W F j H (� 1 �' STYLE-"DRYSTACK" BY ELDORADO C A W a W 0- W C W E TOP OF FIRST FLOOR 10 5, F 1 1 STONE., STYLE - RUSTIC LEDGE �°� � ]v ,�,., J" J" ,4- _ _ 7C�5 STONE., COLOR CASCADE I NEW FFL.^_ __ `� _ - — '-�' -* - - �'T= - - - - r- 'r -- NEIN FFL. PROV. C EDGE ' D - _ _. -� ` _ _ __ = = - - _ = n n 0_ QW QW �W _ _ �. - - - - - - - - - — - - ! - - - _ _�. - 5 X 1 1/4 (SLOPE AWAY FROM - >- - h=� '{ HOUSE) (TYP. ALL AREAS U.O.N.) �`". H�j p��j Hp[tj Hp� W M W GRADE __ - - - - - - r-- �' - — ' ` 00 U)0 m0 00 NEW GRADE NEW GRADE ALL N FIN. GRADE I I I I W � �° I I � � W LO u- ALL. G(TYP ALL)AWAY i '4�� OZ12 �QQ f co co m r r I I (6 r 6 1 1 1 1 SCALE: L--- I -------=------------------------------------------------------------------------------------ I ----� OFFICE SET N.T.S. 1 .��. � � DWG. NAME: SOUTH ELEVATION NORTH/SOUTH ELEVATIONS NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE W/ POOL CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT.NO OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE SY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL REVISIONS DUE TO FIELD PROV. CULTURED STONE FACADE CCONTDRAOCNS, WHICH DIFFER OR GENERALO STYLE- DRYSTACK' BY COLORADO W STONE OR APP. EQ. COLOR T.B.D. CONSTRUCT. DRAWINGS/SPECIFICATIONS. W PROV. CONT. BLUESTONE LEDGE 5"X 1 1/4" (SLOPE AWAY FROM Z HOUSE W/CONT. METAL. FLASH. O TYP ALL SIDES, REF. TO A-4, A-4.1. CHIMNEY CONSTRUCTION: REINF. 8" CONC. BLK.,10" FLUES (REF. TO NOTE BELOW) HT. APPROX. 30'-0" SCREENED DECORATIVE FLUE CLAY TOP FLUE CAP OVER FORM. - -� s _ ZO TAPERED CONCRETE TOPS. U — _ o 00 O C7 N PROV. "LIFETIME" "GAF"ASPHALT a Z � a ROOF SHINGLES (TYP. ALL AREAS) cl - OVER 15 LB. FELT, (COLOR T.B.D.) „ �� Aa. - _ PROV. WEATHERWATCH UNDER- _ LAYMENT ALONG ENTIRE BOTTOM r = EDGE OF ROOF UP 2'-0" (TYPICAL) v " ALL ROOF SECTIONS). - _ PROV. 5/4" X 6" "VERSATEX" TRIM & cn N il-TImo "VERSATEX" 1" CONT. EDGE TRIM. U cis j FILL ALL NAIL HOLES AND APPLY 2 p rnCOATS BENJAMIN-MOORE PAINT PROV. WINDOW STOOLS (TYP. ALL) U 5/4"X 8" "VERSATEX" CORNER BD. �� �• ��o FILL ALL NAIL HOLES AND APPLY 2 \\\\\\\\\ \ \\ - / - - — COATS "BENJAMIN-MOORE" PAINT \�\\;\ \ - — — PROV. WINDOW \. \ � — _ O O STOOLS (TYP. ALL) \ 0 \ \\ PROV. CUT 2 X 10 SUB-FASCIA �\\�,•, \ ��— 5 4 X 8 VERSATEX FASCIA BD. \ �� �. -" - COATS LB NI JAMIN-MOORE" PAINT 0\\\\ \\\• \��\ OR APP. EQ.(TYP. EXPOSED SIDES) � \ \ -- -- 6"WHITE ALUMINUM GUTTER AND - = LEADERS. (TYPICAL ALL AREAS). \\\\\\ N1•. "�.. .N1.... ,f "VERSATEX" \ PROV. CONT. VERSATEX BEAD �� \\ \\ _ _ I \ �\\ CONT. 48" H. RAILING - - - BD. S VENT ACCESS W LATCHED ' /' ��� SOFFIT W/SCREENED 1" AROUND ENTIRE POOL ' � � � I - - _ %; j � TYPICAL ALL AREAS) / --- - INN y 5/4"X 11 1/2" "VERSATEX" TRIM BD. SECURITY GATE. ''' �— — ! FILL ALL NAIL HOLES AND APPLY 2 N N f j _ _ ;jj,, <%i% COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES //' i-;; PROV. "VERSATEX" CROWN TRIM F®Rp/1"t, I TO MATCH EXIST. (CONTINUOUS BAND AROUND ENTIRE HOUSE. 70.5' - - - _ _ _ ^` TIMBERTECH " RADIANCE RAIL" W --( — - _ -_ - �'_- - - 'sem' - - �•� r=-= _ - — - — NEW FFL u " NEW FFL. _ _ - FOR RAILING OVER 4 X 4 ACQ. �,-i ., - _ y POSTS. FLASH & CAULK ALL EXP. —�— _ '- �`��'-I—,c. - _;f� =r"'�- -_"�' _�_,, _ �' I I -- — '�T -�•, - - _ � JOINTS.(TYP. ALL AREAS) O /- NEW GRADE ` uj I LJJ II II PROV. CULTURED STONE FACADE PROV.�DIRECT VENT S S SYSTEM I ' ' z NEW GRADE j STYLE- DRYST PQR P IEW-�A8 BQLE . 9F, ,A„z. W I II II STONE OR APP. EQ. COLOR T.B.D. CLEARANCES TO BE DETERMINED. i --------T —IL II I\ PROV. CULTURED STONE FACADE i � PROV. CONT, BLUESTONE LEDGE I � L ____----_ 5°X1 1/4 tSLOPEAWAY FROM -_ L STYLE-"DRYSTACK BY ELDORADO �/ L------.i___L----_-L--------rz--- ----------- HOUSE W/CONT. METAL. FLASH. T -� ------STONE.TSTY-LE--RUSTIC-LEDGE-------- 1 TYP ALL SIDES, REF. TO A-4, A-4.1. .� ------------STONE. COLOR CASCADE ----------- L--- ---------------------------SID ----------------------------�--- PROV. 0 B T EDGE TO MATCH POOL COPING. 0 � WEST ELEVATION c/) co � W ° O rr og W z () U rr TOP OF RIDGE (V.I.F.) GE�ND�IPPPPP�)_ = J � — . _ . — . — . — . — . — =_-- Ll - - - - PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) TOP OF ATTIC FL. ---- _ ------ OVER 15 LB. FELT, (COLOR T.B.D.) — r% iii /i, ;-, 1 POW-%''% ;i% ! /%-i �%; ; PROM. "WEATHERWAT RE - LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). TOP OF UPPER WINDOW - - - U d Z_� TIMBERTECH " RADIANCE RAIL' L11 p_W %'/ 'H � j/// FOR RAILING OVER 4" X 4"ACQ. p j 111 Up Up / / � POSTS. FLASH & CAULK ALL EXP. �� �� Z m m (TY ) Z> Z� OCC JOINTS. P. ALL AREAS F LI-J - _ 61-811 j : r / ' -% !` PROV. "IPE" IRONWOOD DECKING W W -� F'� --- 6" W. FINISHED(TYP. ALL DECKS). JCC J m D p� U U m W O VER 2 X 10 ACQ. F.J. & RIM BD. Z D W W W PROV. CUT 2"X 10" SUB-FASCIA �— �— 0_ m2 TOP OF SECOND FLOOR --_--------- ------------ 5 4" X 8" "VERSATEX" FASCIA BD. i n ---- - ---------- -- -- --------- - ----- - ------- I- H 27 -Q I / // // _ FILL AL NAIL HOLES AND APPLY 2 UJ COATS "BENJAMIN-MOORE" PAINT W m m m Q V.I.F. :' //%;�,/r ; ;'.' - - D D DOC j d OR APP. EQ.(TYP. EXPOSED SIDES) U)0 U)0 co 0 W W — - - 6"WHITE ALUMINUM GUTTER AND LL LL _LL CC p LEADERS. (TYPICAL ALKOAS).). p co 00 TOP OF LOWER WINDOW / `' �� -�`s `�� � of N r r I 2 ��, I "' }� PROV. CONT. VERSATEX BEAD �_ . _ . _ , _ . _ . — . — _ __ ___- BD. SOFFIT W/SCREENED 1"VENTC6 6 N IN T T� 7 :,, f y y (TYPICAL ALL AREAS) AROUND ENTIRE POOL _ tri t0 r t� 06 ACCESS W/LATCHED 9� 7/77 SECURITY GATE. I 12 i I -;�;,-; I r< ,ti;,•,` N N ,<. CC � �` .. .. 61-811 All, /.> 0 - - ;. W W I I i' W W r r I 16 I co -- Z Z Z Z UJ c- > >> W W Icc LL TOP OF FFL. U U U U 10.5' m ' -ir„;,>: - - - - - -- - - - = - - - - _ - - 10.5' m x NEW FFL. _ _ _ - - - - ¢J— �1 `ly f'4�rQ I/�, O- O W O- O W NEW FFL p� p� p� p� cr 11 0: Lij Ir EDE EE = � - - � �== _ V.I.F. Djr DO= Dm DOC n LL NEW GRADE I I! - _ - - FIN. GRADE II II I C r r GRADE AWAY I I �Q 0212 tZ�i p o cv (TYP. ALL) II II I I �.! r-I-L-T --------T- T--T-- J PROV. CULTURED STONE FACADE i NE 0 I PROV. CULTURED STONE FACADE I I I „ ;t i-,_ STYLE=”DRYS-TACK"-BY-C®L.ORAD0------------------------ -L STYLE- DRYSTACK BY ELDORADO i ----STONE OR APP. EQ. COLOR T.B.D. I -------ST-ONE_,-STYLE=RUSTIGLEDGE-------_-- ALE: ---------- ------------------------PROV._GQN_T_BLUESTON-E_LED-GE--___ --------------� _-_� ,______STONE., COLORCASCADE ------- HOUSE X 1 1/4" (SLOPE AWAY FROM P�OV pGE J OFFICE r (� r r� N.T.S. HOUSE W/CONT. METAL. FLASH. TO MATCH POOL COPING. r C C DWG. NAME: TYP ALL SIDES, REF. TO A-4, A-4.1. EAST ELEVATION 1 .28. 18 EAST/WEST ELEVATIONS NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT.NO OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 . 1 PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA GENERAL NOTES (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) TABLE 301.2 (1) (RESIDENTIAL CODE OF NEW YORK) REF. TABLE R301 .2(2) 5 WIND SUBJECT TO DAMAGE FROM MAXIMUM MAXIMUM GROUND SEISMIC ICE SHIELD W 1 FAMILY DETACHED DWELLING HEATING d FLOOD AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) SNOW SPEED (MPH) DESIGN e FROST LINE UNDERLAY. HAZARD ' DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE LOAD 3 SEC GUST CATEGORY WEATHERING DEPTHb(ft-in) TERMITEC REQUIRED WOOD FRAME CONSTRUCTION Z ZONE 11B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE MODERATE ZONE ROOF > 30'-40' X 1.53 ROOF > 301-40' X 1.53 WIND SPEED HEATING DAYS = 5750 ZONE 11 B 20 PSF 130 "C" "SEVERE" &-0" TO HEAVY YES NO 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 FOR SI: 1 POUND PER SQ. FT. = 0.0479 kN/m 3 23.7 36.3 -30.3 -46.4 120 M/HR a � COINCIDENT WET-BULB TEMP. = 73 5750 MILE PER HOUR = 1.609 km/h. a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE SUMMER DESIGN DRY-BULB TEMP. = 83 STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (ie., \ Z "NEGLIGIBLE", "MODERATE" OR "SEVERE") FOR CONC. AS DETERMINED FROM THE WEATHERING PROBABILITY MAP (FIG. R301.2(3) WINTER DESIGN DRY-BULB TEMP. = 6 THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652. U CLIMATE-SPECIFIC REQUIRED & PROPOSED ' ° b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIG. R403.1(1). THE JURISDICTION SHALL FILL IN o GLAZING "U" FACTOR = 0.45 THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FIN. GRADE. MINIMUM UNIFORMLY DISTRIBUTED L.L. >.O C7 CEILING "R"VALUE = 0.45 THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE.PROPOSED MINIMUM NOTES: c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER I N POUNDS PER SQ. FOOT - REF. TABLE 301 .5 °� -" DESCRIPTION Z 00 R-VALUE R-VALUE rn d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP C`? EXTERIOR WALL RVALUE = 0.45 8" P.CONC. FNDN. WALL ON TOP OF FIG. R301.2(4)). WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE W/SEC. R301.2.1.4. �+ ,Q) U ^ WALL TYPE 1 10 P.CONC. 9 H. R - 10 R- 10 A CONT. FOOTING. USE LIVE LOAD a, FLOOR R VALUE = 0.45 e.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/THE SEISMIC DESIGN CATEGORY DET. FROM SEC. R301.2.2.1. WALL TYPE 2 2"X6"W.D.STUD R -21 R - 21 2"X 6"WOOD STUD WALL WITH 1/2 COX PLY WD. f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/ (a) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL ATTIC WITH LIMITED STORAGE: 9, h 20 P.S.F. w TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MGMNT. OF FLOOD HAZ. AREAS), (b) WALL TYPE 3 2"X4"W.D.STUD R- 15 R - 15 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. THE DATE(S) OF THE CURRENTLY FIRM & FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAYBE AMEND. k TOTAL WINDOW SQ.FT. = 607 SQ.FT. ROOF TYPE 2" X 12" DOUG FIR R - 38 R -38 AF TIMBERLINE LIFETIME ROOF SHINGLE. ATTIC WITHOUT STORAGE: b 10 P.S.F. g. I N ACCORDANCE W/SECTIONS 8905.2.7.1, 8905.4.3.1, 8905.5.3.1, 8905.6.3.1, 8905.7.3.1, & 8905.8.3.1, WHERE THERE HAS BEEN A � \ N TOTAL DOOR GLASS AREA 300 SQ.FT. HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/ - „ „ 'YES". „ „ e 0 0 - FLOOR TYPE 1 3/4 X 11 7/8 R-21 R- 21 1 3/4 X 11 7/8 TGi PRO. 550 F.J. @ 16 O.C. OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART No . DECKS: 40 P.S.F. FENESTRATION AREA = 907/ 5,548 X 100 = 16.4 WWR i. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOF ARE GIVEN IN FIG. R301.2(5) \ N CEILING TYPE 1 3/4' X 11 7/8" R-21 N/R 1 3/4 X 11 7/8 TGI PRO. 550 F.J. @ 16 O.C. FOR SITES AT ELEVATION UP TO 1,000 FEET. SITES AT ELEVATIONS ABOVE 1,000 FEET SHALL HAVE THEIR GROUND SNOW LOAD \ U O TOTAL SQ.FT. AREA = 4,946 SQ.FT. INCREASED FROM THE MAPPED VALUE BY 2 P.S.I. FOR EVERY 100 FEET ABOVE 1,000 FEET. EXTERIOR BALCONIES: 60 P.S.F. �..� rn SLAB 4" P.CONC. R- 9,2 R - 9,2 W/W W MC6 X 6 R°E NF.OMP. FILL \\\\\\\\\\\ p.; �p FIRE ESCAPES: 40 P.S.F. �\\\ \ MINIMUM EQUIPMENT PERFORMANCE N INSTALLATION TALLATION DESIGN CRITERIA d i AIR BARRIER & I NSU LATI O S GUARDRAILS AND HANDRAILS: 200 P.S.F. �\ \� REF. TABLE 1609.6.2. 1 1 f i ��, `'�` EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM C / GUARDRAILS IN-FILL COMPONENTS: 50 P.S.F. \:.' \; PERFORMANCE TABLE R402.4.1.1 R01 \\\ ��\\ MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba PASSENGER VEHICLE GARAGES: a 50a P.S.F. "� �' �\ OIL-FIRED STEAM AND DOE 10 CFR PART 430 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALL. CRITERIA � ��\\\ ,�� \\, HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80a/°b'd, WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS \ \� ROOMS OTHER THAN SLEEPING ROOMS: 40 P.S.F. < 300,000 BTU/H. A continuous air barrier shall be VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD \1\011\0111 �.,�\ Installed in the buildingenvelope. The OVERHANG \ 1,1 p Air-permeable insulation shall not be ����\\� GENERAL REQUIREMENTS exterior thermal envelope contains a SLEEPING ROOMS: 30 P.S.F. \` �` -M used as a sealing material. WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR continuous air barrier. Breaks or joints In the air barrier shall be sealed. I ROOF ROOF ROOF ROOF ZONE ZONE C STAIRS: 40 P.S.F. GENERAL FLOOR PLAN NOTES The air barrier in any dropped ceiling 120 TRANSVERSE 30'<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 2 or soffit shall be aligned with the "'23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 FOR SI: 1 POUND/ SQ. FT. = 0.0479 kPA, 1 SQ. IN. = 645 mm Insulation and any gaps in the air The insulation in any dropped ceiling CEILING/ATTIC barrier shall be sealed. Access open- and or soffit shall be aligned with the 1 POUND = 4.45 N. 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT Ings, drop down stairs or knee wall air barrier. S.F. OF AREA doors to unconditioned attic spaces a. ELEVATED GARAGE FLOORS TO BE CAPABLE OF SUPPORT. SCALE DRAWINGS). shall be sealed. A 2,000 POUND LOAD APPLIED OVER 20 SQ. IN. AREA. 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). The junction of the foundation and Cavities within corners and headers b. APPLIES TO ATTIC SPACES MEETING THE REQUIREMENTS IN sill plate shall be sealed. of frame walls shall be insulated by OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 SECTION R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", The junction of the top plate and the completely filling the cavity with a I ' I Y FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON exterior walls shall be sealed. material having a thermal resistance MINIMUM REQ'D. PROPOSED SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE W WALLS Knee walls shall be sealed. of R-3 per inch minimum. Exterior USE MINIMUM PROPOSED SLOPE HT./ SLOPE HT./ USE SQ.FT. OF LITE/SQ.FT. NET GLAZED VENT/SQ.FT. OPENABLE ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS thermal envelope insulation for REQUIRED AREA AREA% AREA% O ARE THOSE WHERE THE MAXIMUM CLEAR HT. BETWEEN JOISTS OF 5/8" FIRE RATED GYPSUM BOARD FURRED HT. FURRED HT. framed walls shall be installed in & RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE IS NOT }- 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE substantial contact and continuous 1 ST. FLOOR 1 ST. FLOOR TWO OR MORE ADJACENT TRUSSES W/THE SAME WEB > WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. alignment with the air barrier. ° ° CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" Z 7 KITCHEN 70 SQ.FT. 417 SQ.FT. 6-8" 7-6' N/R 10-0 KITCHEN 70 SQ.FT. 141 SQ.FT. 34/° 62 SQ.FT. 15/° W WINDOWS SKYLIGHTS The space between window/door HIGH BY 2 FT. WIDE, OR GREATER, LOCATED WITHIN THE PLAN & DOOH6 jambs and framing, and skylights and DINING RM, 70 SO.FT. 293 SQ.FT. 6'-8" 7'-6" N/R 10'-0" DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% W Z framing shalt be sealed. OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-8" 7'-6" N/R 101_01 GREAT RM. 70 SO.FT. NEED NOT BE ASSUMED TO ACT CONCURRENTLY W/ ANY GENERAL FRAMING NOTES RIM JOISTS Rim joists shall include the air barrier. Rim joists shall be insulated. BATH #1 30 SO.FT. 35 SQ.FT. 6'-8" 7'-6" N/R 10'_0 BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% OTHER LIVE LOAD REQUIREMENTS. Q Floor framing Cavity insulation shall LAUNDRY RM. 70 SQ.FT. 128 SQ.FT. 6 8 7 6 N/R 10'-0 LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5/° 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., be installed to matnatn permanent '- '- ° ° C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR UN- contactwith the underside of subfloor 21 SQ.FT. 14/° FORMEDLY DISTRIBUTED L. L. OR A 300 LB. CONCENTRATED V, ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R 10_0 FOYER N/R 17 SQ.FT. 14% ° decking, or floor framing cavity. 0 LOAD ACTING OVER AN AREA OF 4 SQ." WHICHEVER 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY FLOORS,(including above garage The air barrier shall be installed at Insulation shall be permitted to be in BATH #2 30 SQ.FT. 37 SQ.FT. 5' 7'-6" N/R 10'_0�� BATH #2 3o SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% ' co TO BE PRESSURE TREATED. an antilevere loors) any exposed edge of insulation. contact with the top side of sheathing, PRODUCES THE GREATER STRESSES. W I I I or continuous insulation installed on ° ° W STORAGE N/R 36 SQ.FT. 6-8" 7'-6 N/R 10'-O' STORAGE N/R 10 SQ.FT. 28/° 5 SQ.FT. 14/° 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. the underside of floor framing and d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION extends from the bottom to the top of O JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. all perimeter floor framing members. BATH #3 30 SQ.FT. 68 SQ.FT. 5' 7'-6" N/R 10'-0" BATH #3 30 SQ.FT. 10 SQ.FT. 15% 5 SQ.FT. 7.5% AT ANY POINT ALONG THE TOP. 0 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-O" O.C. STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 10'-0" STUDY 50 SO.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% O FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. Exposed earth in unvented crawl Where provided instead of floor e. SEE SECTION R502,2,1 FOR DECKS ATTACHED TO EX. WALLS CRAWL SPACE WALLS spaces shall be covered with a Class insulation, insulation shall be 2ND FLOOR 2ND FLOOR IY 5. FLOOR CONSTRUCTION: 3/4"T. & G. PLYWOOD SUBFLOOR. FINISHED I vapor retarder with overlapping permanently attached to the crawl- f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE CL UJ MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD joints taped. space walls. M. BEDROOM 70 SQ.FT. 328 SQ.FT. U-8" 7'-6" N/R 9._011 M. BEDROOM 70 SQ.FT. 107 SQ.FT. 33% 73 SQ.FT. 23% HANDRAIL) BALUSTERS & PANEL FILLERS SHALL BE DESIGNED TO FLOOR JOISTS. Duct shafts, utility penetrations, and BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 9'-0" BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 6. ALL WINDOW AND DR. HORS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SHAFTS, PENETRATIONS flue shafts opening to exterior or 50 LB. ON AN AREA EQUAL TO 1 SQ. FT. THIS LOAD NEED NOT Y SPECIFIED. ALL INT. HORS. TO BE (2) 2"X10" UNLESS OTHERWISE unconditioned space shall be sealed. BEDROOM #2 70 SQ.FT. 245 SQ.FT. 6'-8" 7'-6" N/R 91.01. BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE SPECIFIED. Batts in narrow cavities shall be cut to M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7-6" N/R 9'-0" M. BATH 30 SQ.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% LOAD REQUIREMENTS. U 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. fit, or narrow cavities shall be filled by NARROW CAVITIES insulation that on installation readily M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R 9'_011 M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% F- 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. conforms to the available cavity g. APPLIES TO ATTIC SPACES NOT MEETING THE space. M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R 9'_0" M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECT. 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS, HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91_0.1 HALL/FOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% SECTION 8802.4.2 FOR CONVENTIONAL CEILING JOISTS AND Q GARAGE SEPARATION Ate sealing shall be provided between SECTION R802106 FOR TRUSSESFOR ATTICS WITH LIMITED CC 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. the garage and conditioned spaces. BATH #5 30 SQ.FT. 73 SQ.FT. 5' 7'-6" N/R g'_0" . . .BATH #5 30 SQ.FT. 15 SQ.FT. 16% 7 SQ.FT. 8% L GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. STORAGE AND CONSTRUCTED W/ TRUSSES, THIS L. L. NEED Recessed light fixtures installed in the Recessed light fixtures installed in the LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" g_0"N/R ' LINEN CLOSE N/R 5 SQ.FT. 23% 2 SO.FT. 9% Q 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. RECESSED LIGHTING building thermal envelope shall be building thermal envelope shall be air ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM sealed to the drywall. tight and IC rated. BATH #4 N/R 52 SQ.FT. 6'-8" 7'-6" N/R 91.011 BATH #4 N/R 20 SQ. FT. 38% 10 SQ. FT. 19% CHORD OF NOT LESS THAN TWO ADJACENT TRUSSES W/ THE Batt insulation shall be cut neatly to GUEST BED. 70 SQ. FT. 287 .fit and plumbing in (1067 MM) HIGH OR GREATER BY 2 FEET (610 MM) WIDE OR SQ.FT. N/R N/R N/R 9'-011 GUEST BED. 70 SQ. FT. 86 SQ.FT. 30% 62 SQ.FT. 22% SAME WEB CONFIGURATION CONTAINING A RECTANGLE 42" GENERAL ELEVATION NOTES PLUMBING AND WIRING exterior walls, or insulation that on installation readily conforms to GREATER LOCATED WITHIN THE PLANE OF THE TRUSS. THE available space shall extend behind RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS piping and wiring. ALLOWABLE DEFLECTION OF STRUCTURAL BETWEEN ROOFS, WALLS, CHIMNEYS, PROJE=CTIONS, AND PENETRATIONS The air barrier installed at exterior MEMBERSa,b,c _ REF. TABLE 301 .7 CHORD AND TEH BOTTOM OF ANY OTHER TRUSS MEMBER, AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. SHOWER/TUB walls adjacent to showers and tubs Exterior walls adjacent to showers & PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & O LL shall separate them from the showers tubs shall be insulated. ALLOWABLE 1 . THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY ROOF VENTS. and tubs. The air barrier shall be installed STRUCTURAL MEMBER DEFLECTION OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1 ; 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH < 2:12 ELECTRICAL/PHONE BOX behind electrical or communication ON EXTERIOR WALLS boxes or air-sealed boxes shall be RAFTERS HAVING SLOPES GREATER THAN h. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE w installed. 11 3/ 12 WITH NO FINISHED CEILING ATTACH. L/ 180 U p U p U 0 GENERAL PLUMBING NOTES HVAC register boots that penetrate TO RAFTERS; DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED (�w ow (}w UI HVAC register boots building thermal envelope shall be FOR SLEEPING ROOMS. �p �w �_p Z sealed to the subfloor or drywall. INTERIOR WALLS AND PARTITIONS: H / 180 i. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS w w w ir 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ When required to be sealed, SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4. THE -1" '�" -1" D ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. CONCEALED SPRINKLERS concealed fire sprinklers shall only be FLOORS AND PLASTER CEILINGS: L/360 Uz U U 3 m SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE OGS Ow 0[u 0� sealed in a manner that Is F_ H_ F_ H_ 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF recommended by the manufacturer. ALL OTHER STRUCTURAL MEMBERS: L/240 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, ? > PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING Caulking or other adhesive sealants AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE D W D W W W PER ALL APPLICABLE CODES. shall not be used to fill voids between EXTERIOR WALLS W/ PLASTER OR STUCCO W w w w EC W w aC fire sprinkler cover plates and walls H / 360 LOADS SHALL BE DETERMINED INDEPENDENT OF ONE �� DEr Da: :)Cc ceilings. FINISH: ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH �0 (n0 coo U)0 GENERAL HVAC SYSTEM NOTES EXTERIOR WALLS - WIND LOADS WITH ANY OTHER LIVE LOAD. - - - - BRITTLE FINISHES: L/ 240 0 00 T- ao co D r O r N , WALLS, AND CEILINGS FLOORS AND FOUNDATIONS M 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL FLOORSEXTERIOR WALLS - WIND LOADSa WITH L/ 120 O N N (6 N APPLICABLE CODES AND SAFETY REQUIREMENTS. OVER OUTSIDE AIR. FLEXIBLE FINISHES: 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. DESCRIPTION U-FACTOR X AREA = UA DESCRIPTION DEPTH FACTOR R-FACTOR X PERIMETER - UA NOTE:L-SPAN LENGTH,H-SPAN HEIGHT. R-VALUE a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND Q Q 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-0" R-10 0.56 2,084 SQ.FT. 1,167 CLADDING LOADS FOR THE PURPOSE PF DETERMINING THE DEFLECTION LIMITS HEREIN. CZ Z d- U- & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT CRAWL SPACE 2'-0" R-19 0.56 -- N/A b. FOR CANTILEVER MEMBERS,"L"SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. L � INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 U' W W SUPPLIER FOR FINAL REVIEW.AND APPROVAL. c. FOR ALUMINUM STRUCTURAL MEMBERS OF PANELS USED IN ROOFS OR WALL OF SUNROOM -� --I P � UNHEATED SLAB 4" R-4.5 N/A 2.377 SQ.FT. N/A I- I- H W EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,THE Z w Z w Z Z TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR SANDWICH PANELS USED IN ROOFS OR EMERGENCY ESCAPE/RESCUE OPENINGS TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT Ir EXCEED F 120, ,.+�' W W SECT. R310 ..�, /. Ow Ow Ow Ow HEATING & COOLING <� 1 t->- t-- �- 1-- 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING CRITERIA ZONE 11B WALLS, WINDOWS, AND DOORS MINIMUM ROOF L. L. IN POUNDS/ SQ. FT. OF '�j� OW OW O� OW i W� W� w� w� REQUIRED IN EVERY SLEEPING ROOM. HORIZONTAL PROJECTION - REF. TABLE 301 .6 =- ' Dm Djr D(r DCr DETACHED ONE FAMILY WALLS. INSULATION ? ^ z DESCRIPTION U- FACTOR X AREA = UA Io 0 0 U)0 U)0 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. R-VALUE E �� u fA w (A w T w N w MODE: HEATING OR COOLING 0.14 1;, - - - TRIBUTARY LOADED �==� -� 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. ROOF CEILING 0.031 WALL R-21 Uo=0.14 4337 SQ.FT. 774 �� D C0 CD 00 AREA IN SO. FT. FOR 004. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. UNHEATED SLAB ON GRADE 4.5 WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT, 250 �J Q2921 Q D O N r CV 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. DOOR N/A 0.35 481 SQ.FT. 168 ANY STRUCT. MEMBER FOF��� C0 o N N N - O N N O BASEMENT WALL a.b. WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. 0.1 CRAWL SPACE WALL 0.06 TOTALAREA 5530 SQ.FT. ROOF SLOPE 0 - 200 201 - 600 OVER 600 SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" FLAT OR RISE LESS THAN 4" PER 20 16 12 NOTE: 1/4"=1'0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). FOOT- (1:3) OFFICE SET 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH RISE 4" PER FOOT (1:3) TO LESS 0 INDICATES BEARING POINT LOAD DWG. NAME: EXCEEDS 44 INCHES. THAN 12" PER FOOT (1:1) 16 14 12 THIS LOAD MUST BE TRANSFERED 1 .28. 1 8 W/ADEQUATE VERTICAL BRACING. ENERGY 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED RISE 12" PER FOOT (1:1) 12 12 12 NOTES IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. AND GREATER NOTE: 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE THESE DRAWINGS ARE INSTRUMENTS ARCHITECT.HE SERVICE ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, 2 OF ANY AND ALL REVISIONS DUE TO FIELD REVIISIONS,CHOANGES&oR MODIFICATIONS O TOOL OR EXCESSIVE FORCE. FOR SI: 1 SQ. FT. = 0.0929 m 1 POUND PER SQ. FOOT = 0.0479 kPa. CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: 1 INCH PER FOOT = 83.3 mm/m. CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART -- _ ^ --- - CONSTRUCT. DRAWINGS/SPECIFICATIOINS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 NAILING SCHEDULE CONTINUED FROM TABLE 3.2A ROOF+1 FLOOR ROOF+2 FLOORS ROOF+3 FLOORS 811 NOTE: W WALL HEIGHT 8' 10' 8' 10' 8' 10' CONTRACTOR TO NOTIFY THE ARCHITECT o U PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST&PAPER ASSOCIATION) TOP PLATE TO WALL OF ANY AND ALL REVISIONS DUE TO FIELD rTl 5" 11 CONDITIONS, CLIENT,AND OR GENERAL w NUMBER OF NUMBER OF WALL ROOF PITCH RIDGE HEIGHT ADJUSTMENT FACTOR 2 WALL I CONTRACTOR WHICH DIFFER FROM THE JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING 11 � W (FT.) 8 I CONSTRUCT. DRAWINGS/SPECIFICATIONS. u v� ROOF FRAMING O' (FLAT) 0.58 0.72 0.66 0.81 0.70 0.86411 4'11 I F-, ? z RAFTER TO TOP PLATE(TOE-NAILED)@16"O.C. (SEE TABLE 3.4A) (SEE TABLE 3AA) PER RAFTER 5_6:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 WALL WALL 111 T�""� \ 0 10' 0.74 0.87 0.76 0.91 0.78 0.94 r�I 21 v CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST 3 OFFICE SET CEILING JOIST TO PARALLEL RAFTER 5' 0.72 0.86 0.75 0.90 0.77 0.93 A- 15' (FACE-NAILED) (- -1 CLEARANCE10 0.87 1.00 0.85 1.00 0.84 1.00 LL �I 11(SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP >6:12 1.01 1.14 0.95 1.10 0.91 1.0711 11 TOILET, BATH AND 1 ,28, 18 24 CLEARANCE CEILING JOIST LAPS OVER PARTITIONS (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 20 1.15 1.29 1.04 1.19 0.99 1.14 I 31 21 SHOWER SPACED Z (FACE-NAILED) IN FRONT OF OFCCOARANCE SCALE: T=1/2" o COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE TOILET, BATH AND \ U .� SHOWER SPACED ` BLOCKING TO RAFTER(TOE-NAILED) 2-81)BL 2-10D EACH END SCALE: 1'=,/2" THESE DRAWINGS ARE INSTRUMENTS C SERVICE O \ C7 �: N TABLE 3.2 B BOTTOM PLATE TO FOUNDATION WALL &ARE THE PROPERTY OF THE ARCHITECT. NO � 3 RIM BOARD TO RAFTER(END-NAILED) 2-160 3-16D EACH END REVISIONS,CHANGES&OR MODIFICATIONS CONNECTIONS (ANCHOR BOLTS) RESISTING I SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION \ WALL FRAMINGN� � N� BY THE ARCHITECT.ANY REPRODUCTION IN PART � \ z 00 ' ' LATE RAL AND SHEAR LOADS FROM WIND OR WHOLE IS STRICTLY PROHIBITED BY LAW. \ M TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16D' 2-160 PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-160 5-16D JOINTS-EA.SIDE EXPOSURE B. (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) STUD TO STUD(FACE-NAILED) 2-16D 2-16D 24"O.C. J " w HEADER TO HEADER(FACE-NAILED) •16D 16D 24"O.C. FOR EXPOSURES B &C AND ALL WIND SPEEDS TOP OR BOTTOM PLATE TO STUD MAXIMUM ANCHOR BOLT I ,,- (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD ANCHOR BOLT DIAMETER (IN.) � � EXISTING PLUMBING ROUGHING I � C.) M N SPACING (IN.)''2'3'' I SHOWER J �\I\ FIXTURES O REMAI N. I \ O1 .~-+ BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16D1 3-16D PER FOOT 1/2" 31 I I \\ r' / \\ O END JOIST,OR BLOCKING(TOE-NAILED) i = � �� �� it d 11rz j �� / N FLOOR FRAMING 5/8 48 I I I I I I I r 1 u U Q - I I ,1rz^ I I ,„ry I I I I ,,rzy ,,rz•,d 1� � �+ c+1 JOIST TO SILL,TOP PLATE OR GIRDER OE-NAILED /B 4 8D 'PRESCRIPTIVE 4-10D PER JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. `' ) - B.&NK I B.BINK B.BINK WA6 ER D R S.BINK I I K.SIN D.W. \ 2WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL&SHEAR LOADS,THE MAXIMUM c. c. c. \ \\ BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-,OD EACH END \� ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR BLOCKING TO JOIST OE-NAILED 2-8D 2-10D EACH END UPLIFT LOADS(TABLE 3.2C OR LATERAL AND SHEAR LOADS o c \ \ �� \ \•\�\ (T ) ) (TABLE 3.2B). FOR OTHER ANCHOR \m \' BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. SECOND FLOOR \ m\\ \\\ BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-160 EACH BLOCK O TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE , z z^ ,• LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D 4-16D EACH JOIST C.O. �. \ SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES,THE ---- -------- ----------------------------__----_-_-__-_-______ __--- _-_-----_---------------------- ----- JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-100 PER JOIST TABULATED ANCHOR BOLT SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE zmmC.O. p A \\ \ ,\ ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED �� �\�� `TC \\\ BAND JOIST TO JOIST END-NAILED 3-160 4-160 PER JOIST 6 FEET ON CENTER. � � t'� 111 T �� � NEW PLUMBING ROUGHING FIXT. REMOVE ALL EXISTING PLUMBING yry �� 7�f \\\\ BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED 2-1601 3-18D PER FOOT LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS IN TABLE 3.5. IN PR P SED A DITION. ROUGHING/FIXTURES ON 1 STT. FL. /� \�\ ROOF SHEATHING ,1rz•� ,,rz•,a ,+ ,,rz•,� ,,rr'.A ,1rr� ,,rr,l I 1 bf-.,tif��� r s WOOD STRUCTURAL PANELS 8D 100 (SEE TABLE 3.10) � 1 DIAGONAL BOARD SHEATHING 1"X 6"QR,"X 8" 2-8D 2-10D PER SUPPORT TABLE 3.2C SILL OR BOTTOM PLATE TO FDN. SINK K61N DW. WAS�Eq q K 1"x10"oRWIDER 3-80 3-10D PER SUPPORT CEILING SHEATHING CONNECTIONS (ANCHOR BOLTS) RESISTING r1�1 LII �_T W N qJ 0Z12 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD UPLIFT LOADS FROM WIND - EXPOSURE BaF NE�� WALL SHEATHING FIRST FLOOR T-I --- I __- I \\ % (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) IIJ 2 r C.O. WOOD STRUCTURAL PANELS 8D 10D (SEE TABLE 3.11) C.O. STRUCTURAL FIBERBOARD PANELS 700-YR. WIND SPEED 1 10 115 120 130 140 150 160 170 180 195 PLUMBING NOTES 1/2" 11 GA..GALV. - 3"EDGE/6"FIELD 3 SECOND GUST (MPH)) TO APPROVED ROOFING NAIL C.O. 4' SANITARY SYSTEM (0.120"x 1 1/2"L. SILL OR BTTM. PLATE TO X 3/8"HEAD) FDN.ANCHOR BOLT- PL. FOUNDATION MAXIMUM ANCHOR BOLT SPACING (IN.) + 4• SIZE SUPPORTING ,,2 25/32" 11 GA.GALV. - 3"EDGE/6"FIELD CONNECTION RESISTING ROOFING NAIL 1/8"SLOPE PER,' PLUMBING RISER DIAGRAM ,re"SLOPE PER 1' _ _ r , 0 (0.120"x 1 1/2"L. 8' END ZONES v 4"TRAP F'�17OT0 HF SCtiID17LE4Q�T B)�R--- X 3/8"HEAD) N.T.S. GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 1 -3 STORIES 72 71 57 43 35 30 27 24 22 20 HARDBOARD 8D 8D (SEE TABLE 3.11) 2X4 - Z INTERIOR ZONES III PARTICLEBOARD PANELS 8D BD (SEE MANUFACT.) Z DIAGONAL BOARD SHEATHING 1 -3STORIES 72 72 66 50 41 35 31 28 26 23 TABLE 3.4A RAFTER AND/ OR CEILING JOIST TABLE 3.6 RIDGE CONNECTION TABLE 3.9A RAFTER/CEILING JOIST HEEL 1"X 6"OR 1"X B" 2-8D 2-10D PER SUPPORT UPLIFT LOADS 1"X10"OR WIDER 3-8D 3-100 PER SUPPORT 8' ENDZONES TO TOP PLATE LATERAL AND SHEAR REQUIREMENTS FOR WIND (CONTINUED) JOINT CONNECTION REQUIEMENTS (CONTID) 0 FLOOR SHEATHING 1 -3 STORIES 72 72 68 51 42 36 32 29 26 23 CONNECTION REQUIREMENTS - EXPOSURE B EXPOSURE B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF) WOOD STRUCTURAL PANELS 2X6 3EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. � 1"X 6"OR 1"X 8" 8D 100 6"EDGE/12"FIELD INTERIOR ZONES 1"X 10"OR WIDER -IOD 16D 6"EDGE/12"FIELD (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) 4TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL Q r n DIAGONAL BOARD SHEATHING 700-YR.WIND SPEED 110 115 120 130 140 150 160 170 180 195 WEIGHT OF THE CEILING ASSEMBLY. v , 1 -3 STORIES 72 72 72 60 49 42 37 34 31 27 3 SECOND GUST (MPH) '^ 1"X 6"OR 1"X 8" 2-8D 2-10D PER SUPPORT 700-YR. WIND SPEED VJ 1"X 10"OR WIDER 3-8D 3-100 PER SUPPORT 1 3 SECOND GUST MPH 110 115 120 130 140 150 160 170 180 195 STABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES W PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. (MPH) ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES 0 P UJ ROOF PITCH (FT) (PLF)1'2.3.4 ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED,AND THE O D 2WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL&SHEAR LOADS,THE MAXIMUM RAFTER/CEILING JOIST WALL HEIGHT NUMBER OF8D COMMON NAILS OR 10D BOX TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE O ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR SPACING (IN.) (FT.) NAILS (TOENAILED) READ. IN EACH RAFTER & 12 65 77 88 113 139 168 199 231 266 321 FOLLOWING FACTORS. rr UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS(TABLE 3.2B). FOR OTHER ANCHOR /OR CEILING JOIST TO TOP PLATE CONNECT. 16 87 102 118 150 186 224 265 308 354 428 O } BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. 2'3'4 CEILING HEIGHTITOP 7 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. 8 2 2 2 2 3 3 3 3 3 3 20 l09 128 147 188 232 280 331 385 443 536 HEEL JOINT CONNECTION PLATE-TO-ROOF RIDGE ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED, l2 4:12 24 131 153 176 226 279 336 397 463 532 643 ADJUSTMENT FACTORS 10 2 2 2 2 3 3 3 3 3 3 HR HEIGHT(Hc/Hq) ^ FOR EXAMPLE, IF WALL SHE=ATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR 28 153 179 206 263 325 392 464 540 620 750 LL CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR 8 2 2 2 3 3 3 3 3 3 3 32 174 204 235 301 372 448 530 617 709 857 1/2 2.00 ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. TABLE 3.3A4 5/811 ANCHOR BOLTS - FDN. SILL 16 10 2 2 2 3 3 3 3 3 3 4 36 196 230 264 338 418 504 599 694 797 964 1/3 1.50 2WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PLATE CONNECTION RESISTING SHEAR 24 8 3 3 3 4 5 5 5 5 5 5 12 51 60 69 88 109 132 158 182 209 253 1/5 1.25 SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL FUER FOOT. 1/6 1 20 10 3 3 3 4 5 5 5 5 5 6 16 68 80 92 118 146 176 208 242 279 337 LOADS FROM SEISMIC. (PRESCRIPTIVE ALTERNATE TO TABLE 3.3 1 20 85 100 115 147 182 220 260 303 348 421 1/10 1.11 U PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 5:12 24 102 119 138 177 219 264 312 364 418 506 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, WALL HEIGHT 8' 10, 28 119 139 161 206 255 308 364 424 488 590 WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE TOP PLATE-TO-ROOF RIDGE HEIGHT, II MINIMUM SDC A SDC B SDC C THE SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST TOP PLATE TO 32 136 159 184 236 292 352 416 485 557 674 H OR WHEN H IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL CONSIDERATION. TABLE 3.2A 5/8 ANCHOR BOLTS - SILL PLATE SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS RIDGE HT. (FT.) ADJ. FACTOR 36 153 179 207 265 328 396 468 545 627 758 TO FOUNDATION CONNE=CTIONS RESISTING FOUNDATION BUILDING vw vw vw REQ'D. SUPPORTING DIMENSIONS , 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 10' 1.00 1.00 12 48 55 63 81 99 119 141 164 188 227 rr 3IN AVOID SPLITTING, ID MORE THAN TWO TOENAILS SHALL BE 15 1.15 1.25 TABLE 3. 10 ROOF SHEATHING ATTACHMENT SHEAR LOADS FROM WIND* EXPOSURE B. w (FT.) NUMBER OF BOLTS REQUIRED 1.2.3.4.5.6 INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING JOIST 20' 1.40 1.50 16 63 74 85 108 133 ,59 ,88 218 250 302 D Q WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN FA.SIDE 20 79 92 106 135 166 199 235 273 313 378Lc 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6:12 24 95 111 127 162 199 239 282 327 376 453 REQUIRE. FOR WIND LOADS EXPOSURE B (PRESCRIPTIVE ALTERNATE:TO TABLE 3.2) 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10%THE SHALL 28 111 129 148 188 232 279 329 382 438 529 20 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 BE ADJUSTED AS FOLLOWS: 32 127 148 169 215 265 319 376 436 501 605 Q THREE SECOND GUST 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 700-YR.WIND SPEED (MPH) 110 115 ,20 130 140 150 ,60 170 180 195 28 1 , l 1 1 1 1 2 2 2 1 2 2 2 3 36 143 166 190 242 298 358 423 491 564 680 700- IND PEED 3 SECOND GUST (MPH) 110 115 120 130 140 150 160 170F180 � 1195 32 1 1 1 1' - 1 1 2 2' - 2 2 2 3' - 12 49 55 62 76 94 112 132 153 179 211 RAFTER/ STRUCTURAL SHEATHING 5/8' ANCHOR BOLTS , , , 16 65 73 82 102 125 149 176 204 233 281 RAFTER/ BUILDING DIMENSION 36 1 1 1 1 - 1 2 2 2 - 2 2 3 3 - TRUSS TRUSS E F E F E F E F E F E F E F E F E F E F FOUNDATION PERPENDICULAR TO TABLE 3.5A TOP AND BOTTOM PLATE TO STUD 20 81 93 103 127 156 187 220 254 291 351 SHEATHING FRAMING SUPPORTING SILL PLATE (FT.) NUMBER OF BOLTS REQUIRED 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7:12- 12:12 24 98 110 123 153 187 224 263 305 350 421 , SPACING IN SILL PLATE 1.2.3.4 28 114 129 144 178 218 261 307 356 408 491 LOCATION SPECIFIC MAXIMUM NAIL SPACING FOR 8D COMMON NAILS 16 1 1 1 1 1 1 1 1 1 2 1 , 2 2 2 LATERAL CONNECTIONS FOR WIND LOADS - GRAVITY, G (INCHES) OR 10D BOX NAILS (INCHES, O.C.)2 20 1 , 1 , 1 1 1 2 2 2 1 2 2 2 3 32 130 147 164 204 250 299 351 407 466 562 12 2 2 2 2 2 2 3 3 3 4 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 EXPOSURE B (PRESCRIPTIVE ALTERNATE TO TABLE 3.5) 36 147 , 165 185 229 281 336 395 458 525 632 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 2 2 2 2 3 3 3 4 4 5 28 1 1 1 2 2 1 2 2 3 3 2 3 3 4 4 0.49 16 6 12 6 126 12 6 12 6 12 6 12 6 126 126 12 6 12 32 1 1 2 2' - 2 2 3 3' - 2 3 4 5' - 7 TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR 19.2 6 12 6 126 12 6 12 6 126 126 126 126 126 12 20 c: 2 3 3 3 4 4 5 5 6 36 1 2 2 2' - 2 3 3 3' - 3 4 4 57 - 700-YR. WIND SPEED FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 24 6 12 6 126 12 6 12 6 12 6 12 6 126 126 12 6 12 3 SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 INTERIOR 24 3 3 3 3 4 4 5 5 6 7 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 2TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF ZONE 12 6 126 126 12 6 12 6 12 6 126 126 126 12 6 12 WALL HEIGHT NUMBER OF 16D COMMON NAILS OR 40D BOX ASSEMBLY DEAD LOAD OF 6 PSF(0.6 X 10 PSF=6 PSF) 16 1 1 1 1 1 1 1 2 2 2 l 2 2 2 3 0.42 16 612612612612612612612612612612 F- 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 STUD SPACING (IN.) (FT.) NAILS PER STUD TO PLATE CONNECTION.'•2 3 W 28 3 3 3 4 4 5 6 6 7 8 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 19.2 6 12 6 12 6 12 6 72 6 12 6 12 6 12 6 12 6 12 6 12 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 8 •2 2 2 2 2 2 2 2 2 2 SPACING,FOR DIFFERENT RIDGE CONNECTION SPACING,MULTIPLY THE TABULATED VALUES BY 24 6 12 6 ,1216 12 6 126 126 1261126 12 6 6 6 6 32 3'l 4 4 4 5 6 6 7 8 9 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 THE APPROPRIATE MULTIPLIER BELOW: U Q U Q U Q ROOF & 1 FLOOR 32 1 2 2 3' - 2 3 4 4' - 3 4 5 6' - 10 2 2 2 2 2 2 2 2 2 2 12 6 12 6 126 12 6 12 6 12 6 12 6 126 6 6 6 6 6 W W W 36 4• 4 4 5 6 6 7 8 9 10 _ _ - 12 2 2 2 2 2 2 2 2 2 2 RIDGE CONNECTION SPACING(IN.) 12 16 19.2 24 48 36 2 2 3 3' 3 4 4 5' 4 5 6 7' 12 14 2 2 2 2 2 2 2 2 2 3 0.49 16 6 12 6 12 6 12 6 12 6 l2 6 6 6 6 6 6 6 61616 , �� �� �� Z 16 2 2 2 2 2 2 2 2 2 3 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 �I 40 4• 4 5 5 6 7 8 9 10 11 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.3. 4FOR JACK RAFTER UPLIFT CONNECTION,USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER PERIMETER 24 61126 12 6 6 6 6 6 616 6 6 6 4 4 4 4 4 4 W"' W x W� �_ 18 2 2 2 2 2 2 2 2 3 3cr - LENGTH.THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. EDGE ._I J J � 50 5 5 6 7 8 9 10 11 12 14 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE.SEE 20 2 2 2 2 2 2 2 3 3 3 ZONE 12 6 12 6 12 6 126 126 6 6 6 6 6 6 6 6 6 6 6 U U U m SECTION 3.2.1.7 FOR ANCHOR BOLT LIMITATIONS. 0.42 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 8 2 2 2 2 2 2 2 2 2 2 ILLI 0�_ 0_� 0�_ 60 6 6 7 8 9 10 11 13 14 17 19.2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4141414 3 3 3SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINK. 10 2 2 2 2 2 2 2 2 2 3 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 H H> H?> H 70 7' 7 8 9 10 12 13 15 17 20 12 2 2 2 2 2 2 2 2 3 3 C 0W 0W OW 4WHERE THE LATERAL FORCE RESISTING SYSTEM IS OTHER THAN WOOD STRUCTURAL PANEL SHEAR 16 14 2 2 2 2 2 2 2 3 3 3 TABLE 3.9A RAFTER/CEILING JOIST HEEL GABLE ENDWALL 0.49 - 6 6 6 6 6 6 6 6 4 4 W Cc W CC W¢ W Cc WALLS THE NUMBER OF ANCHOR BOLT REQUIRED SHALL BE INCREASED BY MULTIPLYING BY 3.25. RAKE OR RAKE D D m D Cc D cr 80 7' 8 9 10 12 13 15 17 19 22 16 2 2 2 2 2 2 3 3 3 4 TRUSS W/UP TOCc 5THE NUMBER OF FOUNDATION SIL PLATE ANCHOR BOLTS CAN BE DETERMINED FOR OTHER LOAD 18 2 2 2 2 2 3 3 3 4 4 JOINT CONNECTION R EQ U I E M E NTS 1'RAKE OVERHANG 0.42 - 6 6 6 6 6 4 4 4 3 3 (n O 00 100 U)O 20 3 4 4 5 5 6 7 7 9 CASES BY MULTIPLYING BY THE APPROPRIATE ADJUST. FACTOR GIVEN IN THE FOOTNOTE 3.3A, 20 2 2 2 2 2 3 3 3 4 5 SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 80 COMMON NAILS 0 W N LL Lo W T W ^' (PRESCRIPTIVE ALTERNATE TO TABLE 3.9) 24 4• 4 4 5 6 6 7 8 9 10 6EFFECTIVE SEISMIC WEIGHT USED TO DETERMINE FOUNDATION SILL PLATE ANCHORAGE LOAD 8 2 2 2 2 2 2 2 3 3 3 ROOF LIVE LOAD GROUND SNOW LOAD SIZE SPACING(IN.O.C.) PER SUPPORT r- r- r0 INCLUDES 20%OF GROUND SNOW LOAD WHERE THE GROUND SNOW LOAD EXCEEDS 30 P.S.F.SDS 10 2 2 2 2 2 2 3 3 3 4 1X6 OR 1X8 12-19.2 2 2 2 2 2 2 2 2 2 2 D 0� ci r � r 28 4 4 5 6 6 7 8 9 10 12 USED FOR SDC A,B,C, D",D„AND D2 ARE AS FOLLOWS:SDB= 0.17 FOR SDC A,0.33 FOR SDC B,0.5 12 2 2 2 2 2 3 3 4 4 5 20 PSF 30 PSF 50 PSF 70 PSF 1X10 OR LARGER 12-19.2 3 3 3 3 3 3 3 3 3 3 U) r N N 1 FOR SDC C,0.76 FOR SDC Do,0.83 FOR SDC D,, 1.17 FOR SDC D2. 16 14 2 2 2 2 3 3 4 4 4 5 ROOF SPAN(FT.) T N lA O � 32 5 5 5 6 7 8 9 1 O 12 14 7THE NUMBEROF FOUNDATION SILL PLATE ANCHOR BOLTS IS BASES ON A BUILDING LENGTH, L 16 2 2 2 3 3 3 4 4 5 6 E = NAIL SPACING AT PANEL EDGES F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN PNL.FIELD(IN.) EQUAL TO 80 FEET. 18 2 2 2 3 3 4 4 5 5 6 12 24 36 12 24 36 12 24 36 12 24 36 1 FOR ROOF SHEATH.WIN 4'OF THE PERIMETER EDGE OF ROOF, INCL.4'ON EA.SIDE OF ROOF PEAK, 36 5 6 6 7 8 9 1 O 12 13 15 20 2 2 3 3 4 4 5 5 6 7 RAFTER RAFTER REQUIRED NUMBER OF 16D COMMON OR THE 4'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, 2 FOR WIND SPEEDS > ROOF&2 FLOORS SLOPE SPACING(IN.) 40D BOX NAILS PER HEEL JOINT CONNECTION [THAN 130 MPH, BLOCK. IS REQ.WHICH TRANS.SHEAR LOAD TO TO 2 ADDITIONAL JOISTS(3 JOIST TOT.) Q Q 40 6 6 7 8 9 10 12 13 14 '17 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5. 12 3 5 8 3 6 9 5 9 13 6 12 17 ^ ^ 50 7' 8 8 10 11 13 14 16 18 21 TABLE 3.3B BOTTOM PLATE TO FOUNDATION 16 4 7 10 4 8 12 6 12 17 8 15 23 Z .0 .0 2TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE 3:12 �_ �_ (�W 0 W 19.2 4 8 12 5 10 14 7 14 21 9 18 27 �� �� 60 8 9 10 11 13 15 17 19 21 25 MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. J J CONNECTIONS (ANCHOR BOLTS) RESISTING TABLE 3. 1 1 WALL SHEATHING AND CLADDING w� w� wW wW 70 10 10 11 13 15 17 20 22 25 29 22 3 4 6 3 5 17 4 l7 10 5 9 13 SHEAR FROM SEISMIC. 80 1'I 12 13 15 17 20 23 25 28 33 4:12 U U 3 U 3 () 16 3 5 8 3 6 9 5 9 13 6 12 17 ATTACHMENT FOR WIND LOADS =-la =-1� �� J°C 28 5 6 6 7 8 10 11 12 14 16 19.2 3 6 9 4 7 11 6 11 16 7 14 21 _ TABLE 3.6 RIDGE CONNECTION 24 4 s 11 5 9 13 7 13 19 9 17 26 EXPOSURE B o_ 0�1 0�1 0_ 32 6 7 7 8 10 11 12 14 15 18 FOR SEISMIC DESIGN CATEGORIES A, B. C. D", D„ & DZ 12 3 3 5 3 4 6 3 6 8 4 7 17 700-YR. WIND SPEED D D D D REQUIREMENTS FOR WIND 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 3SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 WCC Wm w w 36 7 7 8 9 11 12 14 15 17 20 ANCHOR BOLT DIAMETER (IN.) MAXIMUM ANCHOR BOLT 19.2 3 5 7 3 6 9 5 9 13 6 11 17 D cr D� D(r D SPACING (IN.)''2 EXPOSURE B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF) 24 3 6 9 4 7 11 6 11 16 7 14 21 STRUCTURAL SHEATHING (00 00 U)o co Q 40 7 8 9 10 12 13 15 17 19 22 y/2" 67 E F E F E F E F E F E F E F E F E F E F T W 0 LL T LL LO W 12 3 3 4 3 3 4 3 4 6 3 5 8 ROOF &3 FLOORS p 700-YR. WIND SPEED 16 3 3 5 3 4 5 3 5 8 4 7 10 SHEATHING STUD SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS 50 9 l 0 1 1 13 15 17 19 21 24 28 5/8" 72 110 115 l 20 ,30 l 40 150 l 60 170 l 80 195 7:12 W r r � r 3 SECOND GUST (MPH) 19.2 3 4 5 3 4 6 3 6 9 4 8 12 LOCATION' (INCHES O.C.) OR 10D BOX NAILS (INCHES, O.C.)2.3 D O N r N 60 1-I 12 13 15 17 20 23 25 28 33 'TABULATED ANCHOR BOLT SPACINGS ASSUME SHEAR WALL ARE SHEATHED IN ACCORDANCE WITH 24 3 5 7 3 5 8 4 8 11 5 10 15 U) p) r N N SECTION 3.4.4.2.FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6�12�6 �12 6 12 ROOF PITCH 1,2.3,4 12 3 3 3 3 3 3 3 3 5 3 4 6 co ( r N 70 13 14 15 17 20 23 26 30 33 39 SHALL BE MULTIPLYED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE (FT.) (PLF) INTERIOR ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 3.17D. FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. 9:1216 3 3 4 3 3 4 3 4 6 3 5 7 24 6 126 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 SCALE: 12 77 91 105 136 169 205 243 284 327 397 19.2 3 3 4 3 4 5 3 5 7 3 6 9 80 14 16 17 20 23 26 30 34 38 44 2WALL BOTTOM PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. 16 103 121 141 182 226 274 325 379 436 529 ,2 6 12 6 12 6 121611216 �12 6 12 6 12 6 12 6 12 6 12 11_ 1011 24 3 4 5 3 4 6 3 6 9 4 8 12 PERIMETER �/4 -I � ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION 20 128 152 176 227 282 342 406 473 545 661 EDGE ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 126 126126 6 DESIGN PER SECTION 1.1.4. 3:12 24 154 182 211 272 339 410 487 568 654 793 12 3 3 3 3 3 3 3 3 4 3 3 5 24 6 1216 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 DWG. NAME: 28 180 212 246 318 395 479 568 663 763 925 16 3 3 3 3 3 3 3 3 5 3 4 6 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 32 206 243 281 363 452 547 649 758 873 1057 12.12 19.2 3 3 3 3 3 4 3 4 6 3 5 7 BOARD SHEATHING OR LAP SIDING 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE. 36 231 273 .316 .409 508 616 730 .852 982 1190 24 3 3 4 3 3 5 3 5 7 3 6 9 SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS PLUMBING FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. SIZE SPACING (IN. O.C.) OR 10D BOX NAILS PER SUPPORT RISER/NAILING 1 HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD 3SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. (CONTINUED IN NEXT COLUMN) BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 1X6 OR 1X8 12-24 2 2 2 2 2 2 2 2 2 2 SCHEDULE 1X10 OR LARGER 12-24 3 3 3 3 3 3 3 3 3 3 4TABULATED SHEAR CAPACITY IS TABULATED BASED UPON A 10 FT. HEIGHT AND 10 FT.TOP PLATE 2WHEN THE INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTIVAL STRUTS OR TO RIDGE HEIGHT. FOR OTHER CONDITIONS, MULTIPLY VALUE BY THE FOLLOWING CHART: PURLINS TO A LOADBEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS E - NAIL SPACING AT PANEL EDGES F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN PNL.FIELD(IN.) DWG. NO.: SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION OF THE SPAN. 1 FOR WALL SHEATHING WITHIN 4'OF THE CORNERS,THE 4'EDGE ZONE ATTACH. REQ. SHALL BE USED. 2 TABULATED NAIL SPACING ASSUMES SHEATH.ATTACH.TO STUD FRAME. MEMBERS W/0.42<g<0.49. -- - -- --- (CONTINUED IN NEXT COLUMN) 3 FOR EXT. PNL.SIDING,GALV. BOX NAILS SHALL BE PERMITTED SUBSTITUTION FOR COMMON NAILS. A-6