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HomeMy WebLinkAbout43673-Z ��yfFOil'" S �Co�ya Town of Southold 6/30/2020 P.O.Box 1179 o _ 4 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41223 Date: 6/30/2020 THIS CERTIFIES that the building POOL HOUSE Location of Property: 1165 West Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2019 pursuant to which Building Permit No. 43673 dated 4/25/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non-habitable and non-sleeping accessM pool house with trellis covered masoM patio as applied for. The certificate is issued to Schwartzman,Allan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43673 2/7/2020 PLUMBERS CERTIFICATION DATED VW u o e Signature TOWN OF SOUTHOLD o�gUFEO(�-c0 BUILDING DEPARTMENT g TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43673 Date: 4/25/2019 Permission is hereby granted to: Schwartzman, Allan 28 W 25th St New York, NY 10010 To: construct accessory pool house as applied for. At premises located at: 1165 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-2 Pursuant to application dated 3/22/2019 and approved by the Building Inspector. To expire on 4/24/2020. Fees: v ACCESSORY $737.20 CO -ACCESSORY BUILDING $50.00 Total: $787.20 Building Ir61kctor, Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses, or buildings and"pre-existing" land uses: 1: Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. �—a�— New Construction: Old or Pre-existing Building: L L (check one) Location of Property: i��r Cj j'el- A?c/ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. —3Date of Permit. Applicant: Health'Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: /(check one) Fee Submitted: $ D Applicant Signa re Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, '4/1el' residing at Ll& r (Print property owner's name) (Mailing Address) do hereby authorize GSI C,-/e (Agent) to apply on my behalf to the Southold Building Department. (O' 'sxgnature) (Date) (Prmt Owner's Name) DD MAR 2 5 2019 r �hJ h.eJkJ�7 ga�ir.�;v�''t�..�A.io TOWN OF SO�11RG,', so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 @ sean.devlinCaD_town.southold.n Southold,NY 119711-0959 � a® Y'us ®lyc®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Allan Schwartzman Address. 1165 West Rd ( Pool House ) city,Cutchogue st: NY zip- 11935 Building Permit# 43673 Section. 110 Block 7 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No. SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceding Fixtures 32 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors 2 Main Panel X A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2$ 4'LED Exit Fixtures Pump Other Equipment Notes. Inspector Signature: Date: February 7, 2020 S Devlin-Cert Electrical Compliance Form As OF 50Ulyo f TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1602 INSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION r' FCRAMING[ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:�n AMD-n I& VV� v ANIS, (-FWfVY- zifdwe—,, ok-1 DATE I INSPECTOR UF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. vfel [ ] FOUNDATION 2ND [ ] INSULATION p0 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 4 INSPECTOR P�t q3 FSO 0 GTy�lo # # TOWN OF SOUTHOLD' BUILDING DEPT. courm,��' 765.1802 INSPECTION [ ] FOUNDATION 1 ST [" ] UGH PLBG. [ ] FOUNDATION-2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL -[ ]- FIREPLACE & CHIMNEY, [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ° [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �Aty [ ] PRE C/O a,( REMARKS: I9 IIA 0 f(yvv\ -oma wvA NOARA, DMIV� VIVAJ41 V4 rxv*& yAA_AbA& J_ _ N(5 DATE0 aCAw INSPECTOR SOUIyo -- — # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm ' 765-1802 . 1 NSPEC:TION [ ] FOUNDATION 1ST [/ROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING/STRAPPING [ J�J� ffjVSQ,"o' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �J[ ] PRE C/O REMARKS: lu ,f arjv v Q pot h+� _ o k-VI FV%' C/ r oz DATE ! INSPECTOR r �o�a0E lUlyo� V 7� 16.'g v_ "Z0 # TOWN OF SOUTHOLD BUILDING DEP7. co 765-1802 �-I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) L [ ] CODE VIOLATION ] PRE C/O REMARKS:- - OK EMARKS: - GK -DATE 7 INSPECTOR Air Leakage Test Report Hampton Home Performance (631) 594-7101 In compliance with ASTM E-779-10 (2019) PO Box 866 -Brideehampton. NY 11932 1 727 *ANN s-"fit Building Address: 1165 West RD Cutchouge, Suffolk NY USA 11935 Performed for: Performed by: Peter Vargo Test date: 2020-03-09 Associated Test file: ASTM2019 2020-03-09 1527 Pool Houe Report Number: Unique Property ID Number: Page 1 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-09 1527 Pool Houe[2020-03-211405].docx Summary pool house - ec FanTestic version: 5.11.70 licensed to: Nu-Tech Energy Solutions Test date: 2020-03-09 By: Peter Vargo Customer: Building Lot Number: Building address: 1165 West RD Cutchouge,Suffolk NY USA 11935 Building and Test Information Test file name: ASTM2019 2020-03-09 1527 Pool Houe Building volume [cu ft]: 15,913 Envelope Area [sq ft]: 5,456 Floor Area [sq ft]: 1,364 Building Height(from ground to top) [ft]: 16 Results CFM at 50 Pa: 106Q. Leakage Area (EgLA) [sq in]: "'101.0 Leakage Area (EfLA) [sq in]: _15'1.4 5 Air Changes per hour ACH50: 13.99 Compliance: FAILS NYECCC 2016 <=3. 50 Per Building Inspector's request below is the original test prior to contmaor-laRrforming various air-sealing measures to increase a[�-...,, tightnes ure. riginal reading was 1,976 CFM50 MP �' ',��i The most recent reading above is 1,060 CFM50 This is an improvement of approximately 46% y i ate, 1 Page 2 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-09 1527 Pool Houe[2020-03-211405].docx Building Information pool house Building Measurements Building Volume [cu ft]: 15,913 Envelope Area (AE) [sq ft]: 5,456 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area (Af) [sq ft]: 1,364 Building Height(from ground to top) [ft]: 16 Heating/Ventilation System HVAC Systems Present: Pictures ` Test Method All intentional openings were set to the operating condition expected during occupancy. Discussion of Results Leakage rate The measured air flow at a test pressure of 50 Pa was 1060.0 CFM which equates to an equivalent leakage area of 101.0 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap,8.43 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing this type of duct leakage should be the first priority. Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage,a thorough evaluation of the"house as a system" will optimize comfort,energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 15.01 minutes on average. That is about 4 air changes each hour. This air change rate will provide annual per person ventilation of{EstimatedAnnualVentilationCFMPerPerson) CFM of fresh air each hour which is sufficient. According to the ASHRAE standard 62.2,your home does not require any additional ventilation even when windows and doors are closed. Bringing in air from a clean Page 3 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-09 1527 Pool Houe[2020-03-211405].docx outdoor location and removing stale indoor air from kitchens, bathrooms and other locations may still be important in order to improve air quality. If air sealing work is undertaken,the air leakage rate must be re- measured to determine ventilation requirements based on the new leakage rate. Combined Test Data (Tested in one direction only) Results Uncertainty AirflowsTa, [CFM at 50] 1060.0 +/-1.3% Air change rate at 50 Pa [/h] 4.00 +/-1.3% Flow per unit floor area at 50 0.777 +/-1.3% [CFM/sq ft] Flow per unit envelope area at 50 0.194 +/-1.3% [CFM/sq ft] Equivalent leakage area at 10 Pa 101.0 +/-2.4% [sq in] LBL Effective leakage area at 4 Pa 51.45 +/-4.1% [sq in] LEED Permeability at 4 Pa [sq in/ 0.9430 +/-4.1% 100 sq ft] Air Leakage Test Data Appendix- pool house Depressurize Data Set Test Dataset Date: 2020-03-09 Start time: 15:16:31 Environmental Conditions Wind speed: 3 from the Operator Location: Inside the building Initial Bias Pressure: 0.22 Pa Final Bias Pressure: 0.87 Pa Average Bias Pressure: 0.55 Pa Initial Temperature: indoors:60°F outdoors:49°F Final Temperature: indoors:60°F outdoors:49°F Test Analysis Results Uncertainty Height x Temperature difference: 176 ft°F Air leakage coefficient,C: 68.7 CFM/Pa" +/-6.75 Exponent, n: 0.699 +/-2.6657 Correlation coefficient, r: 0.99929 Air flowsTP: 1059.9 CFM at 50 Pa +/-1.3 Air change rate,ACH: 3.996 air changes per hour at 50 Pa +/-1.3 Flow per unit floor area: 0.7771 CFM per sq ft +/-1.3 Flow per unit envelope area: 0.194 CFM per sq ft +/-1.3 Equivalent leakage area at 10 Pa [sq 101.2 +/-2.4 in] Effective leakage area at 4 Pa [sq in] 51.44 +/-4.1 Page 4 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-091527 Pool Houe[2020-03-2114051.docx LEED Permeability at 4 Pa [sq in/100 sq 0.9428 +/-4.1 ft] Measu -63.2 -55.8 -49.9 -49.1 -43.6 -37.9 -32.8 -28.7 -23.6 -18.8 -14.2 -10.7 red pressu re [Pa] Induce -63.8 -56.4 -50.4 -49.6 -44.1 -38.5 -33.4 -29.3 -24.2 -19.3 -14.7 -11.3 d Pressu re [Pa] #1, Fan 55.6 45.4 38.9 38.5 32.9 28.4 23.8 Range Press B ure [Pa] Flow 1304 1178 1090 1085 1003 931. 852. [CFM 8 5 #1, Fan 86.0 66.5 48.6 34.4 Range Press C8 ure [Pa] Flow 743. 651. 555. 465. [CFM 2 0 0 7 #1, Fan 79.9 Range Press C4 ure [Pa] Flow 388. [CFM 7 ] Total 1303 1178 1090 1085 1003 931. 852. 743. 650. 555. 465. 388. Flow .70 .30 .42 .03 .33 842 467 244 991 018 699 692 [CFM] Correc 1263 1142 1056 1051 972. 903. 826. 720. 630. 537. 451. 376. ted .5 .0 .8 .6 40 11 18 33 92 91 34 71 Flow [CFM] Error 0.4% - - - 0.0% 2.2% 3.3% - - - 0.1% 0.7% 1%] 1.1% 1.0% 0.4% 1.3% 1.2% 1.5% 12 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds. Average Baseline,AP: 0.55 Pa Page 5 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-091527 Pool Houe[2020-03-211405].docx Static Pressure Averages: Average Baseline [Pa] AP 0.55 • initial [Pa] AP010.22 AP01--0.72 AP01+0.53 final [Pa] AP02 0.87 AP02-0.00 AP02+0.87 Baseline, initial 0.56 -1.75 0.01 0.54 0.71 0.20 0.42 -0.02 0.64 0.16 1.52 -0.38 [Pa] Baseline,final 0.33 0.82 0.53 1.61 1.32 0.98 0.90 1.28 0.97 0.67 0.54 0.52 [Pa] Flow vs Induced Pressure (Depressurize Set) 10000 i u. a 1000 -1-Depressurize r-=0.99929-----____�_�-_,_ ! i i 100 10 10D (Log)Pressure(Pa) Page 6 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-091527 Pool Houe[2020-03-211405].docx Building Gauge Pressure(Depressurize Set) 20- 0- -20- -30 4 4-24 U 0 -54 -- ----- �1 — -.-- --- `, -74 - - ,—,— ------- — . ------- [ -80 0 104 240 300 400 Time Page 7 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-091527 Pool Houe[2020-03-211405].docx Test Equipment The following test equipment was used in the performance of the air leakage tests. Gauge Fan Fan serial Fan location Gauge ' Gauge Calibration serial #1 Retrotec 1000 DM32 401288 Fan Calibration Certificate Retrotec 1000: Retrotec 1000 Fan last calibrated: (Flow Equation Parameters - 61) . Published Flow Equation Parameters, Round B1. CFM Range n K K1 K2 K3 K4 MF Open(22) 0.5214 519.6183 -0.07 0.8 -0.115 1 8.6 A 0.503 264.9959 -0.075 1 0 1 12 B 0.5 174.8824 0 0.3 0 1 10 C8 0.5 78.5 -0.02 0.5 0.016 1 10 C6 0.505 61.3 0.054 0.5 0.004 1 10 C4 0.5077 42 0.009 0.5 0.0009 1 10 C2 0.52 22 0.11 0.5 -0.001 1 10 C1 0.541 11.9239 0.13 0.4 -0.0014 1 10 L4 0.48 4.0995 0.003 1 0.0004 1 10 L2 0.502 2.0678 0 0.5 0.0001 1 10 Ll 0.4925 1.1614 0.1 0.5 0.0001 1 10 Fan Pressure(FP) is the measured fan pressure when using a self-referenced fan or when Room Pressure (RP) is negative. If using a fan which is not self-referenced, and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self-referencing: FP= PrB I-PrA If PrA<0 or fan is self-referencing: FP=PrB Flow calculations are not valid if Fan Pressure is less than either MF or(K2 x I RP ). Page 8 of 9 3/21/2020 C:\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-091527 Pool Houe[2020-03-211405].docx Flow in CFM using the above coefficients is calculated as follows for standard Ranges: flow = (FP — (IRPI x K1) )N + (K+ (K3 x FP)) Page 9 of 9 3/21/2020 C•\Users\Owner\Documents\Hampton Home Performance\Pool House\ASTM2019 2020-03-09 1527 Pool Houe[2020-03-211405].docx • • • • COMIYMNTS FOUNDATION 'FOUNDATION (ZN -;i0LI ;� ROUGHOWN PLUMBING INSULATION PER N.Y. 8TATE ENERGY CODE ! A r - -ADDITIONAL COMMENTS rL • �� 11 t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /„ Survey � Southoldtownny.gov PERMIT NO. (0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20A Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 10K 20A Mail to: Disapproved'a/c o ,Phone: a D n Expirati ® . nKn UD '�ingBuil Inspector MAR 2 2 2019 - APPLICATION FOR BUILDING PERMIT iI�" Date ' d D- /q , MAL TOWN OF S0UTU INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of-buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work, r 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. /71� (Signature of applicant or name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder rD L6�cv� rGh 7 Name of owner of premises ���°-�- sci t,— (As on the 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. Electricians License No.' Other Trade's License No. 1. Location of land on which proposed work will be done: 116_ Oc-s k a2a°-c-j House Number Street Hamlet County Tax Map No. 1000 Section D Block Lot Subdivision Filed Map No. Lot t 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 / / *4, , . 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost atr--, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number df cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number 6fi3S16ries ' 8. Dimensions of entire new construction: Front Rear_ Depth' Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 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 NO J 13. Will lot be re-graded? YES NO Will excess fill'be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. ! Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this.property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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 U—!c being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ning contract) above named, CONNI BUNCH (S)He is the C0'7�c e� Notary Public,State of Now York No.CIBU6185050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk UOu Commission Expires April 14,2 -0 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq,before me this +�d� day of & 20/1 N-4 / Notary PhiAic Signature of Aplflicant i fid,°s10�� STO IR M WA\' IEIRa Scott A. Russell , SUPERVISOR z I\v][A\NA(G 1E1\\41ENT SOUTHOLDTOWN HATi•-P.O:Box 1179 Town of Southold 53095 Main Road-SOUTTHOLD,NEW YORK 11971 0 }- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) , DOES Tlil[3 PROJECT INVOLVE ANY OF THE FOIJLOWING: (CHECK ALL THAT APPLY) Yes No [] . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑�. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑[�E. Sit preparation within the one-hundred-year- f loodplain as depicted on FIRM Map of any watercourse. Installation of new or resurfaced impervious surfaces of 1,000 square, feet or more, unless prior approval of a Stormwater Management - --- ------ - -- Control Plan was received by-the Town and the proposal-includes_ ___ in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map'Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department will,your Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT (Property Owner,Design Professional Agent,Contractor.Other) District �% - ' y- NAME- tion B Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information !e��- a� (Icip6mr VumMrl Reviewed By: Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — �s ® Appr d for processing Building Permit. S mwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4' SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.*: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —5— Os �l //U � Stormwater Management Control Plan CHECK LIST section Biock Lot x S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. NAME '�fq PY ±; PP Plena P,in The applicant /)/)- 6�� Date: ?I- ,.L /I fol all Information that h s been Required pby the following Checklist!ason for not providing $Ignetw a Wvh—M—W 7 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location &Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics$Depth to Ground Watdr. limited O: e. Limits of Clearing& Area of Proposed Land Disturbance. maintained construction Entrance, f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) Ire Backed Silt Fencing, stabilization & g. Location of all existing & proposed structures, roads, Seeding of exposed and/or inactive soils. driveways, sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. DRAINAGE INSPECTIONS j. Location of proposed Soil Stockpile Area(s). Contact TOS Fngffineering at 765-1560 beff3fe k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). that the dFainage has bee., 115tdiled to Cods. M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are shed to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. L-1 4 201Q Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. 0 - �• c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENG INEERI D ART USE ONLY**** i Additional Information is Required. Reviewed& I ® Stormwater Management Control Plan is Not Complete. ` Approved By: � — — Stormwater Management Control Plan is Complete. t Date: L SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 UI,LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® SEP 2 3' 2�%wn Hall Annex - 54375 Main Road - PO Box 1179, Southold, New York 11971-0959 r-UTN1G D T67iephone (631) 765-1802 - FAX (631) 765-9502 �;' , rQ`oerr(cb-southoldtownny.gov - seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informatiggn Required) Date: Company Name: P 'ofcr <eC�ri C Name: f�2US�� RC2. License No.: 9 22je,'/V9 email: Address: P0 boA ell rc'c np nr // Phone No.: �3 JOB SITE INFORMATION (All Information Required) Name: X1101— Address: 1101—Address: Cross Street: e h Phone No.: 3/ ?cf - 2W3 3 Bldg.Permit#: q'-60,b -I--q aaw& email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly OV h C1.1'1 l� S to f'm 7'h � Circle All That Apply: Is job ready for inspection?: VS NO ough I Final Do you need a Temp Certificate?: NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION P6 Request for Inspection Form As Town Hall Annex - �°,� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' Southold, NY 11971-0959 _ « 'BUILDING DEPARTMENT. NOTICE OF F UTILIZATION OF TRU-SS TY-I�?E-CONSTRtJCTION 'PRE=ENGINEER_ED WOOD CONSTRUCTION-i4NDIOR-TIMBER CONSTRUCTION Date: Owner: Location of Property: /J617 off tW Please take tice that the (check applicable line): New commercial or residential-structure Addition to,existing commercial or residential structure 'Rehabilitation to an existing commercial or residential structure., to be constructed or performed at the subject property,reference above will utilize (check applicable line): uss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC)' in the followi ocation(s) (check applicable line): Floor framing, including girders and beams (F) ; Roof framing (R) Floor and roof framing (FR) Signature: T �" Name-(person submitting this form):. . Capacity(check applicable line): Ow er Owner representative TrussReg15.dccx Effective 1/1/2015 - 611 DIAMETER ... .. e t REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 K f } i 3% I i P. {{ ' t t it t I i . H K 1,21! STROKE The construction.type designation shad be cclWor W11 to indicate the construction classification of the structure under IDESIIONATi:ON fOR STRUCTURAL section 602 of the BCNYS COMPOkENTS THAT ARE '.OF TRUSS; TYPE CONSTRUCTION I 66F97FLOOR FRAMING, INCLUDING t. A* GIRDERS AND BEAMS ROOF FRAWNG "FR." FLOOR AND ROOF FRAMING STANDARDS AND CODES Bunch, Connie 2 From: Richter,Jamie Sent: Wednesday, July 24, 2019 7:43 AM To: Bunch, Connie Subject: RE: 1165 West Road, Cutchogue I had the contractor stop what he was doing and install silt fencing. I let yesterday slide due to the rain but I will be checking back today to see what he has done. Beyond that, he is doing what the permit required. James A. Richter James A. Richter, R.A. Stormwater Manager Office of the Engineer Town.of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtown .gov/index.aspx?nid=195 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. ROOF - POOL-5M MA50NRY PATIO i i I -_I-I M= �Ii lo'DIAM.x VVEEP 1 Ord - I • --I-• t I I t ���� � /�����r���1�. ^ice{�����•i�' I /1 0511 d ��:-ter. ` Irl • 1 iii.�- •. . •• __►�... , ♦� � ' .x.._;11•._;�:�. .....M..-�. • � 1 I I• II :, II E t _ 1 \ •�...'.- � � ■111 � 1• �-•-..rte-- _ •: .. • 1• •ro• • Itt�. - 'r It t- - • ' oil 11�aws�■1�011i1Il����Il�ti01lll� •�1 ` • � • �i.n1•r����ll�llOfiiofl��llSlllti� • IlBrriii��"".'---*••+'='��•..�,,,•llllfi!♦lifllRl :. 11 � .�' t,�Y , ry :•Y 1 ,.. •1. ,. ,. ••1 111 ] h ] Y71 1 1 PROJECTPOOL WI' 1 I 1 f :m 7• 1 ,III n 1 1• ..•r m r : �•' ..,'•.71 :71:1 1 'q 1 71 PROJECT „J► 1165 WE5T 1 .. III` CUTGNOGUE* l NY ,3 I DA 151 LAFAYETTE ST., 2ND. FL., ���'\� t-.STF/S F� NEW YORK, NY 10013 ARaH I T aTUR , FLLa o ,► LOUIS Y0N (917) 843-3552 PH: 631.816.5518 FAX: 631.475.2950 E: DIESELARCHITECT@gmail.com WWW.DIESELARC141TECTURE.VPWEB.COM .q 030438 y0� OF N 1101 WAVERLY AVE; HOLTSVILLE, NY 11742 -- � 3�a� JAI ST RD 1 — — 165° 22'40"1= 6 co-� I 102 i' t I I FRAMED 103'-41 6ARA6E 43'-2.5 0 mI STORY FRAMED I N p POOL HOUSE p El POOL LIV- nnl'2 mEQUIPMENT '-0' m m 6 POOL I � I � Lu I OL 4 , 4' HIGH CHAIN n LINK FENCE,TYP. I 2 STORY FRAMED HOUSE LilI g - I FF I �.L I I OVEN Top BANK BOTTOM BANK BULKHEAD _ I !4 561° 46'50"W 18b.g8' `FO DRAWING TITLE: PLOT PLAN WITH SCALE: 111_301-01' °p PEG0N I G BAY' FINAL POOL HOUSE v�mN LOCATION I DATE: 6/29/2020 PLOT PLAN PROJECT NAME: Pool HOUSE scTM: 1000-110-7-2 /-1 WITH FINAL POOL HOUSE LOCATION LOT AREA = 60,935 S.F.(134q ACRES)TO TIE LINE PROJECT NO. 17-115 , DING. NO: SITE INFORMATION,PROPERTY LINES,METES!BOUNDS,LOCATION OF 6ARA6E t PRIMARY DYELIN6 DERIVED FROM WZVEY PREPARED BY:FBCANIG%RVIEYOR5, PROJECT ADDRESS: PL.DATM.aY 15,2016 t TI�ORE ARE NOT 6UARAME37 BY THE ARGMTWT. 1165 WES RD. _ 1 CUTCNOGUE, NY 11935 1 OF 1 I REScheck Software Version 4.7.0 4 Compliance Certificate Project Pool House @ 1165 West Rd., Cutchogue (File # 17-115) Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 1,352 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1165 West Rd. Louis Yoh Diego Steisel, R.A. Cutchogue, NY 11935 LYC Design Group Diesel Architecture, PLLC 151 Lafayette St. 1101 Waverly Ave. 2nd Floor Holtsville, NY 11742 New York, NY 10013 (631)816-5518 (917)843-3552 DSTEISEL@OPTONLINE.NET Compliance- 14.5%Better Than Code Maximum UA: 275 Your UA: 235 Maximum SHGC- 0.40 Your SHGC- 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont.Assembly or U-Factor UA Perimeter First Floor over crawl:All-Wood joist/Truss:Over Unconditioned Space 1,352 30.0 0.0 0.033 45 First Fi.Walls:Wood Frame, 16"o.c. 1,632 21.0 0.0 0.057 77 Orientation: Unspecified Windows:Wood Frame:Double Pane with Low-E 141 0.290 41 SHGC: 0.29 Orientation: Unspecified Door 1:Glass 136 0.300 41 SHGC:0.21 Orientation: Unspecified Ceiling: Flat Ceiling or Scissor Truss 795 49.0 0.0 0.026 21 Ceiling: Cathedral Ceiling 444 49.0 0.0 0.022 10 Compliance Statement: The proposed building design described here' I It t with the buiArig plans, specifications, and other calculations submitted with the permit application.The proposed b 'ding h s b eet the 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requir ments II r�M STE/ ection Checklist. n �Q� g Q� Name-Title Si4iclatbfe it Date Ir Project Notes: O Project Title: Pool House @ 1165 West Rd., Cutchogue (File # 17-1 ��)S, 030Report date: 02/07/20 Data filename: C:\SIDE JOBS\ Design-SIDE WORK\17-115 1165 west'Rc Gin 3 mk)\Pool Page 1 of 10 House\RESCHECK- 1165 West Rd. Pool House 3-21-19.rck This ResCheck has been prepared for the proposed pool house only. Project Title: Pool House @ 1165 West Rd., Cutchogue (File # 17-115) Report date: 02/07/20 Data filename: C:\—SIDE JOBS\ Design-SIDE WORK\17-115 1165 West Rd., Cutchogue (mk)\Pool Page 2 of 10 House\RESCHECK- 1165 West Rd. Pool House 3-21-19.rck • REScheck Software Version 4.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% 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. - b - - =5 cti - e n=- - -_-_ _ - = ;Verified =V `rl ietl= Field Plans e f — _ ? T= Co invents Assuin tions-' #` rPre=lns ec#ioii/Pian-Reyievu Complees. m / p, R - ... - }_ - ==Value`. =r - `Value•�"�[-&A e .1 - - - r Vin;J r`{-x 4 - -'- "' ''❑Com lies ;Requirement will be met. 103.1, ,Construction drawings and `' a F_ .r'k `c ' LLL _ P q 103.2 :documentation demonstrate _ e ,,_-_ _ :_`rte Does Not �: � f �' _� ��r [PR1)1 ;energy code compliance for the 'r '*__ ;building envelope.Thermal '_",_=_ -£r_ ' __= ❑Not Observable :envelope re resented on c; F= - m€ '= "❑Not Applicable ;construction documents. 103.1, :Construction drawings andi ' == __ -_ - -= ---[]Complies 103.2 documentation demonstrate - - '_ ttion, �ffCy �7 pecii IS f6un ca 11 Mmentt/Astial -R D_ 6� A protective covering is installed to ;[]Complies ;.Requirement will be met. protect exposed exterior insulation CDoes Not and extends a minimum of 6 in.below :E]Not Observable; grade. ra ;E]Not Applicable Snow-and ice-melting system controls;[Elcompi i es [FO-I-- installed. ElDoes Not :F-lNot Observable: :E]Not Applicable Additional Comments/Assumptions: 111High Impact(Tier l) Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Pool House @ 1165 West Rd., Cutchogue (File # 17-115) Report date. 02/07/20 Data filename: C:\.SIDE JOBS\ Design-SIDE WORK\17-115 1165 West Rd., Cutchogue (mk)\Pool Page 4 of 10 House\RESCHECK- 1165 WesCRd. Pool House 3-21-19.rck u S ,vsurri anis:; ,j _ q.1D 402.1.1, !Glazing U-factor(area-weighted U- U_ i,E]Complies See the Envelope Assemblies 402.3.1, average). T]Does Not table for values 402.3.3, 402.5 :E]Not Observable [FR2]1 I E] � Not Applicable 303.1.3 ❑Com :Requirement will be met. ,U-factors of fenestration products [FR4]1 :are determined in accordance []Does Not with the NFRC test procedure or Z­J-� �z _ e_ -,z',�_I , - ' Observable :taken from the default table. ONot ONot Applicable 402.4.1.1 :Air barrier and thermal barrier rc, om plies :Requirement will be met. [FR23]1 installed per manufacturer's Y" Does Not instructions. F,--, Not Observable Not Applicable 402.4.3 Fenestration that is not site built 10complies :Requirement will be met. [FR2011 iis listed and labeled as meet101/ ng �� E]Does Not I AAMA/WDMA/CSA I S.2/A440 �W ❑;or has infiltration rates per NFRC E]Not Observable 400 that do not exceed code (limits. 2'4-t5 JI:r�IC-rated recessed lighting fixtures ;Exception: Requirement is [FRlsjz'- Does Not not applicable. ­_ housing/interior,-sealed at housing/inteor finish an labeled to indicate 52.0 cfm 'leakage at 75 Pa. E]Not Applicable ElComplies 403.3.1 :Supply and return ducts in attics 2 [FR12]1 !insulated >= R-8 where duct IS []Does Not - - _2_ ?- >=3 inches in diameter and >= R-6 where <3 inches.Supply and,',',, []Not Observable return ducts in other portions of El Not Applicable ,the building insulated >= R-6 for ;diarneter>= 3 inches and R-4.2 Ifor<3 inches in diameter. 4033:5','Building cavities are not used as -_wOComplies ducts or plenums. []Does Not 2rf..1 oNot Observable ONot Applicable HVAC piping conveying fluids 1 R-_ 1 R- IL.]Complies above 105 QF or chilled fluids I I �E]Does Not "below 55 QF are insulated to>R- 3 ![:]Not Observable !E]Not Applicable 403.4.1 ;,Protection of insulation on HVAC 0 mplies i [FR2411 piping. LJ Does Not ---'E]Not Observable E]Not Applicable 403".5'.3, Hot water pipes are insulated to 1 R- R- �,E]Complies F- ",,'i' �!R-3. :L]Does Not ;E]Not Observable 1 :E]Not Applicable Automatic or gravity dampers ElComplies ;,Requirement will be met. E]Does Not [FR I§f-­,�'�t,!installed on all outdoor air intakes and exhausts. E]Not Observable El Not Applicable o Additional Comments/Assumptions: I I I High impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Pool House @ 1165 West Rd., Cutchogue (File * 17-115) Report date: 02/07/20 Data filename: C:\-SIDE JOBS\ Design-SIDE WORM17-115 1165 West Rd., Cutchogue (mk)\Pool Page 5 of 10 House\RESCHECK- 1165 WesCRd. Pool House 3-21-19.rck F1]High Impact(Tier 1) 2: Medium Impact(Tier 2) _3; Low Impact(Tier 3) Project Title: Pool House @ 1165 West Rd., Cutchogue (File # 17-115) Report date: 02/07/20 Data filename: C:\ SIDE JOBS\ Design-SIDE WORM17-115 1165 West Rd., Cutchogue (mk)\Pool Page 6 of 10 House\RESCHECK- 1165 West Rd. Pool House 3-21-19.rck . ^ ' UlaTIOT All installed insulation is labeled Complies I Requirement will be met. _ or the installed R-valu( []Does Not E]Not Observable gz 402.1.1, :Floor insulation R-value. R- 1 R- :Elcomplies See the Envelope Assemblies 402.2.6 d LJ Wood ElDoes Not table for values, [INI11 EJ woo I E] Steel E] Steel iElNot Observable :L]Not Applicable :Requirement will be met. 303.2, Floor insulation installed per E I C o m p I i e s 402.2.7 :manufacturer's instructions and Does Not [IN2 in substantial contact with the E]Not Observable underside of the subfloor, or floor SVW�- L1 Not Applicable :framing cavity insulation is in contact with the top side of sheathing, or continuous -'ONA :insulation is installed on the underside of floor framing anu ;extends from the bottom to the !top of all perimeter floorTraming 402.1.1, ;Wall insulation R-value. If this is a: R- R- �,E]Complies See the Envelope Assemblies 402.2.5, �mass wall with at least 11/2 of the : table for values, Wood F� Wood ElDoes Not 402.2.6 :wall insulation on the wall E] Mass El mass ZINot Observable [IN311 :exterior,the exterior insulation E] Steel EJ Steel ;E]Not Applicable requirement applies(FRIO). 303.2 Mall insulation is installed per �R-245- �-R�N [IN411 :manufacturer's instructions. Does Not L]Not Observable El Not Applicable AdditionalComments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Pool House @ll65West Rd_ Cutchogue (File # l7'IlS) Report date: 02/07/30 Data filename: C:\_SIDE]OBS\_Design-SIDE VVORK\I7'll5ll55West Rd, Cutchogue (mk)\Pou| Page 7oflO House\KESCHECk- lI6SWest Rd. Pool House 3'2l-lg.rck ' ' 402.1.1, !Ceiling insulation R-value. R- R- :LJComplies I See the Envelope Assemblies :table for values L] Steel Steel :E]Not Observable 402.2.6 303.1.1.1, Ceiling insulation installed per Complies Requirement will be met. E]Does Not 303.2 manufacturer's instructions. [F1211 :Blown insulation marked every [:]Not Observable E]Not Applicable :300 ft2. Mt -6 �Ki[]Complies ;Requirement will be met. Vented attics with air permeable -%jz ce [1712212" adja .-,,insulation include baffle nt Does Not i to soffit and eave vents that pJONot Observable '1 extends over insulation. El Not Applicable R- EComplies Requirement will be met. 402.2.4 ;Attic access hatch and door R- I [F13]1 ;insulation �tR-value of the ElDoes Not adjacent assembly. :E]Not Observable :[]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ;,E]Complies ;Requirement will be met. [FI1711 ach in Climate Zones 1-2, and T]Does Not <=3 ach in Climate Zones 3-8. !E]Not Observable :F-]Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfM/100 ;,E]Complies [F14]1 cf m/100 ft2 across the system or ft2 T]Does Not UNot Observable ;handler @ 25 Pa. For rough-in :L]Not Applicable tests,verification may need to :occur during Framing Inspection. 4033.3 :Ducts are pressure tested to cfm/100 cfm/100 tlComplies [F127]1 :determine air leakage with ft2 :E]Does Not ;,either: Rough-in test:Total 11EINot Observable ;leakage measured with a ;pressure differential of 0.1 inch :E]Not Applicable 1w.g. across the system including the manufacturer's air handler :enclosure if installed at time of itest. Postconstruction test:Total i leakage measured with a :pressure differential of 0.1 inch :w.g.across the entire system :including the manufacturer's air ;handler enclosure. 403.3.2.1 :Air handler leakage designated Complies []Does Not [F12411 :by manufacturer at<=2%of design air flow. oNot Observable El Not Applicable Programmable thermostats Elcomplies 2 El installed for control of primary U;i_, % Does Not heating and cooling systems and E]Not Observable initially set by manufacturer to E]Not Applicable code specifications. Heat pump thermostat installe Elcomplies 2. (EI10] on heat pumps. __111Does Not E]Not Observable El Not Applicable 403.�A'--�"; Circulating service hot water systems have automatic or Do es Not Me manual controls. accessi E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 1-3'71 Low impact(Tier 3) Project Title: Pool House @ll65West Rd_ Cutchogua (File # l7'll5) Report date: 02/07/20 Data filename: CA_SIDE SIDE VVORK\17'll5ll§5West Rd` Cutchogue (mk)\Poo| Page 8ofl8 . . '4' 03-.6-1-`­­ All mechanical ventilation system - IF1251 fans not part of tested and listedE]Does Not HVAC equipment meet efficacy and air flow limits. L]Not Observable 1 E]Not Applicable '­­--,J'Hot water boilers supplying heat UComplies VI[261--0, through one-or two-pipe heating X systems have outdoor setback E]Not Observable control to lower boiler water temperature based on outdoor ONot Applicable Heated water circulation systems Complies have a circulation pump.The []Does Not system return pipe is a dedicated '[]Not Observable 1 return pipe or a cold water supplyr __Z;7F -E]Not Applicable 4 pipe.Gravity and thermos- Pz hon circulation systems are I not present.Controls for -:I circulating hot water system --ipumps start the pump with signa s�,,?'3 47-J for hot water demand within the occupancy.Controls mp automatically turnoff the Pu when water is in circulation loop -�'is at set-point temperature and no demand for hot water exists. Electric heat trace systems DComplies 22, 4n, UDoes Not (F1291,,,, ,comply with IEEE 515.1 or UL 1`­,515. Controls automatically S", J Not Observable adjust the energy input to the heat tracing to maintain the ONot Applicable erature in the desired water temp 4 .52 Water distribution systems that El Complies A have recirculation pumps that E':!,E�- pump water from a heated water 1� hmg E]Not Observable supply pipe back to the heate water source through a cold [:]Not Applicable demand recirculation water Pumps have controls ,.),that manage operation of the pump and limit the temperature Ov of the water entering the cold piping to 1049F. _47 -4E]Complies ,4035.4 Drain water heat recovery units El [F13 tested in accordance with CSA Does Not 1355.1. Potable water-side E]Not Observable pressure loss of drain water heat E]Not Applicable recovery units<3 psi for 0_� individual units connected to one U1 t o showers. Potable water- V-­­ �--O�-r��KV V_E_,4 side pressure loss of drain water heat recovery units<2 psi for I individual units connected to Jithree or more showers. 404.1 :75%of lamps in permanent ElComplies MU [F1611 :fixtures or 75%of permanent E]Does Not :fixtures have high efficacy lamps Not Observable Does not apply to low-voltage _A�� L]Not Applicable Fuel gas fighting systems have �E]Complies DDoes Not CF12 no continuous pilot light. E]Not Observable E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Pool House @lIO5West Rd, Cutchogue (File # l7-ll5) Report date: 03/87/20 Data filename: C:\—SIDE SIDE VVOR&\l7'lI5lI55West Rd, Cutchogue (mk)\Poo| Page SoflU . . . , 4 A' i1swi 4S Requirement w Comp ill be met. "Compliance certificate posted. lies - LJNot Applicable 3-034�'-,��'N ufacturer manuals Complies for Man F- water heating iY105f, Does Not mechanical and systems have been provided. 0-,J[]Not Observable E]Not Applicable AdditionalComments/Assumptions: []Does Not 11 High Impact(Tier 1) Medium Impact(Tier 2) er 3) Low impact Project Title: Pool House @ 1165 West Rd., Cutchogue (File * 17-115) Report date: 02/07/20 Data filename: CA-SIDE JOBS\ Design-SIDE WORK\17-115 1165 West Rd., Cutchogue (mk)\Pool Page 10 of 10 Hnuse\RESCHECk-�.I65VVest7Rd. Pool House3'2l-l9.rck 2015 IECC Energy Efficiency e Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): boor RatingAn Window 0.29 0.29 Door 0.30 0.21 "01 .. Heating System: Cooling System: Water Heater: Name: Date: Comments lip Blower door and ductwork APPROVED AS NOTED testing required. DATE: B.P4 L�-3103 FEE: 3 BY: NOTIFY BUILDING DEPAR ENT AT Must provide Manuals 765-1802 SAM TO 4 PM' FOR THE D, r and S as per FOLLOWING INSPECTIONS:' NYS Energy Code 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION' 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. EL.ECTR1CAL ALL CONSTRUCTION SHALL MEETTHE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW 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 8003H���BOARD %.`DO^I�®T PROCEED WITI TEES RAMNGATIL SURVEY- ;,,Q UI FONDAT ON LOCATION' HAS BEEN APPROVED: OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED " AU exterior lighting Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification Installed,replaced or that the drainage has been,Installed to Code. repaired shall conform to Chapter 172 off the Town Code SURVEY OF PROPERTY p A T CUTCHOG UE �� TOWN OF SO UTHOLD � ,,vOG) SUFFOLK COUNTY, N. Y. 1000-110-07-02 c SCALE 1'---30' Y JULY 15, 2016 G� t � Zf � O A$} oA' G O r n 18 �` 2 ice/ 0 � ,.•� 14 N ST4N . ..._ . •____.--_ --____... . .---__- - ---- -... N "'-•'• -.... � '- �'9� � `°fry 7 �, T N a o; __._.... ER_ T- _Cert �1>Pi 1'/jfo _ ' O F t6 � _ 1 E f..,' lit CER7IFlED TO. ,4 i § i �sl Jtt= �„ �, 31'.t�_��". D�E(� 'f'a2�N, PATRICK KELLY . % DIANE KELLY TEST HOLE DATA ,,, ,yd,, FlDEUTY NATIONAL TITLE INSURANCE COMPANY MCDONALD GEOSOENCE G y �+ 2 S NO�.I /- �� 04/28/2016 0) �� �' PEO N DARK BROWN LOAM OL g�Gy 1 �. ny. , � ~ - Ai4o 12oarCp Nk BROWN CLAYEY SAND SC 2 � PALE BROWN FINE SANG SP _-... f t, , ,r Pr� •�R 13.6 j)` a: .-/2-�,/ ..._.. ..._. _ /' �� �• ' i WA7ER IN.PALE BROWN FINE SAND SP / NOTE WA TER ENCOUNTERED 13.6' BELOW SURFACE �dps t 5 1 y,9 opt ®=MONUMENT ,o A- 0k� et) FLOOD ZONE FROM FIRM MAP NUMBER 36103C0164H ���$ {e � 0E SEPTEMBER 25, 2009 } ��:1 .qb fv LEVA770NS & CONTOURS ARE REFERENCED TO N.A.V.D. 88 acp �N P ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A V10LA77ONP e� OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. � ✓ �.,. , 49618 EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CER"nCATIONS . Ay�d�P AREA=1399 ACRES Psi S. P.C. HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY 1F ( FAX (631) 765--1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / or 60,935 SQ. FT. P.O. BOX 909 WITOSE SIGNATURE APPEARS HEREON. y // TO TIE LINE 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 16--039 �I 71, (51 MF'SON STRONG-TIE 6520) REFER TO NAILING MINIMUM 5PEC I F I ED COMPRE551 VE ALLOWABLE DEFLECTION OF STRUCTURAL 1,MBERSI I�� c.�G H D U t 5GHEDULE, SHEET A-I 2015 IRC 4 2016 N.Y.S. GODS TABLE RR 301.7 STRENGTH OF CONCRETE ALLONA13LE 2015 IRC TABLE R602.30) 140 MPH, EXP05URE B 2015 IRC, 4 2016 N.Y.S. CODE TABLE 8402.2 STRUCTURAL MEMBER DEFLECTION \b MMIMLIM SPECIFIED C01W551VE 3%2 WIRTH NO FINISHED CEILING ATTACHED L/180 ITEM DESCRIPTION OF BUILDING EL.EMEHTS NUMBER 4 TYPE 5PAGIN6 4 LOGATiON TO RAFTERS OF FASTENERS I TYPE OR LOCATIONS of a,b,c coNGlz>:T>=coN5TTa7cnoN ° {^EAT}M%POTIENTIAll-b INTERIOR FLOORS WA AND PARTIT! NS H/180 ROOF SEVEREBASEMENT WALLS, CEILINGS WITH BRITTLE FINISHES PLASTER L/360 I BLOCKING BETWEEN GE:ILING JOIST 4-bd 13OX(2 1/2"x 0.113")OR TOE NAIL ARCH I TIEGTUMPLLG FOUNDATIONS AND OTHER G AND STUCCO OR RAFTERS 70 TDP PLATE 3-Sd COMMON(21/2"x 0.1319 OR jl CONCRETE NOT EXPOSED 2 00 GLC. HITH FLEXIBLE FINISHES CP. BD -77240 3-10d BOX(3■x 0.128")OR lower door TO THE WEATHER ALL OTHER 5TRUGTURAL MEMBERS L/240 3-3"x 0.131"NAILS r BASEMENT 5LA65 AND 2 CEILING J015T TO TOP PLATE 4-bd BOX(2 1/2 x 0.113")OR PER JOIST,TOE NAIL d ductwork PH: 631.51 b.5�I S EXTERIOR WALLS- WIND LOADS PLASTER H/360 °of INTERIOR SLABS ON OR STUCCO FINISH 3-8d COMMON(21/2"x 0.131")OR fie :ink;required. FAX: 631.415.2g50 (@ GATH'L GL 5.) GRADE'EXCEPT GARAGE 2,5006 EXTERIOR WALLS-WIND LOADS WITH 3-I0d BOX(3"x 0.128)OR L5U26-(2X6), FLOOR SLABS OTHER BRITTLE FINISHES H/240 3-3"x 0.131 NAILS L5SU28(2x8,2x104 EXTERIOR WALL5-WIND LOADS WITH 3 CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"x 0.128")OR FACE NAIL "`Y'�°`•Mile- le Manuals DSTE15ELc�OPTONLINE.NET H/120 LAP5 OVER PARTITIONS(5EE SECTIONS R802.3.1 3-I6d COMMON(3 1/2'x O.lb2')OR 2x12 RAFTERS) LSSU210-2 (51MP50N STRONG-TIE H2a) FLEXIBLE FINISHES BASEMENT WALLS, 88023.2 TABLE R802S.1(Q) 4-3"x 0.131"NAILS , J and S as per FOUNDATIONS WALL5, LINTELS SUPPORTING MASONRY L/600 /�' d WWW.DIESELARGHITEGTURE.VPWEB.GOM R A FTER TIE � STRAP i V DET'L5 EXTERIOR WALLS AND 3,000 VENEER WALLS 4 CEILING J015T ATTACHED TO PARALLEL RAFTER(HEEL �'�BL� �D2.tJ.l/�) FACE NAiL v ., L' iC ��T ('OdG OTHER VERTICAL L = SPAN LENGTH, H = SPAN HEIGHT JOINT),(5EE SECTIONS 8802.3.1,88023.2,TABLE l CONCRETE WORK Rb025.0 :APS @ 16" O.G. OR COLLAR TIES @ 16" O.G IN UPPER THIRD OF ATTIG EXPOSED TO THE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 11/4"x 20 GA. 4-Iod BOX 0,x 0.128')OR FACE NAIL EACH RAFTER 1101 WAVERLY AVE., HOLTSVILLE, NY 11'742 WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS RIDGE STRAP TO RAFTER 3-IOd COMMON(3'x 0.148')OR 2. IF STRAPPING IS INSTALLED OVER 5HEATHING USE 10d NAILS AS NAILING 5GHEDULE 2015 IRG 4 2016 N.Y5. CODE TABLE R3015 4-3"x 0.131"NAIL5 PORCHES CARPORT USE LIVE DEAD 6 RAFTER OR ROOF TRU55 TO PLATE 3-I6d BOX(31/2"x 0.135)OR 2 TOE TAILS ON ONE SIDE AND BUILDING DEPARZ-HENT GOMMENT5: 5LAB5 AND STEPS ATTICS WITHOUT STORAGE ( # # 3-10d COMMON(3`x 0.148')OR I TOE NAIL ON OPPOSITE 51DE GRADE EXP05ED TO THE de,f ATTICS WITH STORAGE 20 10 1 PROJECT TITLE: WEATHER,AND GARAGE 3500 4-IOd BOX(3 x 0.128)OR OF EACH RAFTER OR TRUS5." FLOOR 5LAB5 ATTICS WITH FIXED STAIRS 30# 10# 4-3"x 0.131"NAILS DARK BROWN LOAM (OL) EXTERIOR BALCONIES 8 DECKS 40# 10# 7 ROOF RA FTER5TO RIDGE,VALLEY OR HIP RAFTER TO 4-16d BOX(3 1/2"x 0.135)OR TOE NAIL PROPOSED POOL HOUaE FIRE ESCAPES 40# N/A MINIMUM 2 RIDGE BEAM 3-I0d GOMMON(3'x 0.1489 OR .D Q5TREN6TH AT 2&DAYS PSI. C-A)ARDRAILS AND # 4-10d BOX(3"x 0.12$„)OR B�TABLE R3012)2)FOR WPA7NERIN6 POTENTIAL -FILL P # 4-3"x 0.131"NAIL5 PASSENGER VEHICLE GARAGES 50# N/A 3-I6d BOX(3 1/2"x 0.135°)OR END NAIL BROWN CLAYEY SAND (SG) `CONCRETE IN THESE LOGATION5 THAT IS SM ECT TO FREEIN6 AND THAHIN6 DURING ROOM OTHER THAN SLEEPING ROOMS # # 2-Ibd COMMON(3112'x 0.162")OR CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN AGCCRDANGE HTH FOOTNOTE d. 5LEEPINO ROOMS 30# 10# 3-10d BOX(3"x 0.128")OR dWNGRETE SHALL BE AIR-WN INED.TOTAL AIR CONTENT PERLENT BY VOLUME OF STAIRS 40# N/A 3-3"x 0.131'NAILS 4.0' CMRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE VAN 7 PERCENT. °5E sE(,TIoN R4o22 FOR MAmmuM c&m-na6 MATERIALS CONTENT. MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER S.F. OF i`l'l' f FOR 6ARA6E FLOORS MTI A STEEL TRONELED FINISH,REPUION OF TIE TOTAL AIR HORIZ. PROJECTION 8 STUD TO STUD(NOT AT BRACED WALL PANELS) Ibd COMMON 0 1/2"x 0.I152") 24'O.G.FACE NAIL CONTENT WENT BY VOLLi-£OF CONCRETED TO NOT LESS TIAN 3 PERCENT 15 2013 IRC, 4 2016 NYS CODE TABLE R301 b PROJECT LOCATION: PALE BROWN FINE SAND (5P) PERMITTED IF THE SPECIFIED coMPR>SSIVE 5706TH Of THE CONCRETE G INCREASED TRIBUTARY LOADS AREA M S.F. IOd BOX(3"x 0.128")OR 161,O.G.FACE NAIL / I Y�4 w TO NOT LESS THAN 4,000 P51. FOR ANY 5TRUGTURAL 3"x 0.131"NAILS 1 16� 5T ROA D PRESUMPTIVE LOAD-SEARING ROOF SLOPE 0-200 2pl-boO over bpp Cl STUD TO STUD AND ABUTTING STUDS AT INTERSECTING I6d BOX(3 1/2"x 0.135")OR 12"O.G.FACE NAIL T 13.6� C, a WALL CORNERS(AT BRACED WALL PANELS) 3"x 0.131"NAILS CUTCHO�UE Ill I 11155 VALUE5 OF FND. MATERIALS FLAT OR RISE LESS THAN Ibd COMMON(31/2"x 0.162" Ib"O.G.FACE NAIL 2015 IR4 2016 N.Y.S. GORE TABLE R401.4.1 4" PER FT. (1:3) 20 I6 12 10 BUILT UP HEADER(2' TO 2"HEADER WITH 1/2'SPACER) Ibd COMMON(31/2"x 0.162') Ib"O.G.EACH EDGE FACE NAIL 1 I�/ Ibd BOX(3 I/2"x 0.135") 12"O.G.EACH EDGE FACE NAIL WATER IN PALE BROWN FINE kyr,OF MATMAL LARD I3EIRIN6 PRFS��IIRE RISE 4" PER FT. (1:3) TO 16 14 12 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2 1/2"x 0.113")OR TOE NAIL MF) LESS THAN 12 PER FT (I:I) 4-8d COMMON(21/2"x 0.131")OR SAND (5P) CRYSTALLINE BEDROCK 12000 R15E 12" PER FT. (1:1) 4-I0d BOX "x 0.128„ AND GREATER 1 12 12 12 12 TOP PLATE TO TOP PLATE Ibd COMMON(31/2"x 0.162") I6"O.G.FACE NAIL SEDIMENTARY AND 4,000 10d BOX(3'x 0.128) OR 12"O.G.FACE NAIL NOTE: WATER ENCOUNTERED 13.6' BELOW SURFACE FOLIATED ROCK ROOF SHALL BE DE-516NED FOR THE LIVE LOAD 3"x 0.131"NAILS DE51 C NER: INDICATED IN TABLE R30lb OR THE SNOW LOAD 13 DOUBLE TOP PLATE SPLICE FOR 50G'S A-02 WITH 8-Ibd COMMON(31/2'x 0.1629 OR FACE NAIL ON EACH 51DE OF / �N�R®UI SANDY GRAVEL AND/OR GRAVEL 3)900 INDICATED IN TABLE R301.20U, WHICHEVER 15 GREATER SEISMIC BRACED WALL LINE SPACING<25' 12-I6d BOX(3 112"x 0.135'7 OR END JOINT(MIN.24"LAP LC'i DEJJ1 TEST HOLE N.T.S (Gw AND GP) 12-I0d BOX(3"x 0.128")OR SPLICE LENGTH EACH SIDE OF 151 �1 �� �Y T TE ST., ��D. ��', 12-3"x 0.131'NAILS END JOINT) TEST HOLE BY MGDONALD 6EO5GIENGE, SAND,SILTY SAND,CLAYEY 2,000 DOUBLE TOP PLATE 5PLIGE FOR 5DG'5 Do,DI OR D2, 12-I6d(31/2"x 0.135) SAND,SILTY GRAVEL AND AND BRACED WALL LINE SPACING>25' NEA w I *,,/ �/ �,/ /� DATED: 4/28/2016 CLAYEY GRAVEL Y`4 I ORK N I 1 Off/15 (511,5P,5M,5G,GM AND GC) 14 BOTTOM PLATE TO J015T,RIM.!01ST,BAND J015T OR Ibd COMMON(31/2"x 0.162") Ib"O.G.FACE NAIL I BLOCKING(NOT AT BRAGED WALL PANEL.) I6d BOX(3"x 0.135") OR 12"O.G.FACE NAIL ®U 1 ® CLAY,SANDY CLAY,SILTY 100 b 3"x 0.131"NAILS CLAY,CLAYEY TILT,SILT 15 BOTTOM PLATE TO J015T,RIM JOIST,BAND JOIST OR 3-lbd BOX(3 1/2"x 0.135")OR 3 EACH ib"O.G.FACE NAIL THE PROPOSED WORK DEPICTED IN THIS a,b,c,d��Fh AND SANDY SILT 5ET OF PLANS WAS DESIGNED TO MEET RAFTER/GE I L I NO JO I ST (GL,ML,MH AND GH) BLOCKING(AT BRACED WALL PANEL) 2-Ibd COMMON 0 112"x OAI529 OR 2 EACH 16' O.G.FACE NAIL Ml�) 845-3 52 f-fEEL JOINT CONNECTIONS 4-3"x 0.131"NAil5 4 EACH I6"O.G.FACE NAIL VARIES VARIES THE REQUIREMENT5 OF: C HERE SOIL THE ARE REQUIRED BY OF TI REC 4,THE A TIONS.Le BEARING i6 TOP OR BOTTOM PLATE TD STUD 4-8d BOX(2 1/2"x 0.113")OR TOE NAIL CAPACITIES OF TIE SOIL SHALL BE PART OF TIE RECOMNENDATIOKS. • 2015 WOOD FRAME GON5TRUGTION 2015 iRC PART OF TABLE R802.5.1(a) b.HERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE 501L5 KTH AN ALAWABLE 3-16d BOX(31/2"x x 0.135)„ OR BEARING CAPACITY OF LE55 THAN IW P5F ARE LIKELY TO BE PRESENT AT THE SITE, 20#/FT WITHOUT 5TORACE MANUAL FOR 1 4 2 FAMILY RAFTER RAFTER GROUND SNOW LOAD THE AL1OKABLE BEARING CAPACITY 5HALL BE DETERMINED BY A SOILS INYE5TI&ATION. 4-10d 4- BOX(3"x 0.128')08 COMMON(2 1/2"x 0.131')OR 5EAL AND SIC NATURE 30#/FT NUTH STORAGE ROOF DWELLIN65 FROM THE AMERIGAN SLOPE SPAGIN6209 NAILING 5GHEDULE (CONTINUED) 4-Xx 0.131" Its (INGHE5) ROOF SPAN 2015 IRC, TABLE R602.30) 140 MPH, EXPOSURE B 3 Ibd BOX(31/2"x 0.135`)OR END NAIL FORE5T AND PAPER GOMPANY. i2 20 28 36 2-Ibd COMMON(31/2'x 0.162'9 OR �o ARC /\ • 2015 INTERNATIONAL RESIDENTIAL REGYD N1M13� OF 3 IOd BOX(3"x 0.128")OR �Q' S TF BUILDING CODE WiTH THE NEW I6d COMMON NAILSap ITEM DESCRIPTION OF NUMBER 4 TYPE OF FASTENERS 3-3'x 0.131"NAILS �� � BUILDING ELEMENTS a,b,c gegI In n rme la a 1-1 TOP PLATES,LAPS AT CORNERS t INTERSECTIONS 3-I0d BOX(2 1/2' x 0.128")OR FACE NAIL YORK STATE 201-1 UNIFORM PER HEEL JOINT SPLICES f (inches O.Ga S,�,p pr 0. e 2-Ibd COMMON(3112'x 0.162')OR (( s O.G� 3-3'x 0.131'NAIL5 `�,,{'► BUILDING CODE SUPPLEMENTS. 3:12 Ib 5 8 10 13 Wood structural panels,subfloor,roof and Interior wall sheathing 18 I"BRACE TD EACH STUD t PLATE 3 Sd BOX(21/2'x 0.1139 OR FACE NAIL • 2011 SUPPLEMENT TO THE NY5 221 1 to framing and particleboard wall sheathing to framing 2-8d COMMON(21/2"x 0.131')OR r 50#/FT 50#/FT FIRST FL. 12 3 5 6 8 (gee TABLE R602.3(B) for wood structural panel exterior wall sheath to wall frami 2-IOd BOX(Tx 0.128')OR 03� ENERGY CONSERVATION T n`� 4:12 16 4 6 8 10 6d common nail (2'9(subfloor, wall) 6 12 2 STAPLES 13/4" ` , `1T�0 n Y GONSTRUGTION CODE. 24 5 8 12 15 30 3/8" - 1/2" Oct common nail 2 1/2" roof 19 I"x 6'5HEATHIN6 TO EACH BEARING 3-Sd BOX(21/2"x 0.113'9 OR FACE NAIL • TOWN OF TOWN OF 5OUTHOLD 12 3 4 5 1 b 2-bd COMMON(21/21,x 0.1311)OR 5:12 16 3 5 6 8 31 16/32" - V 8d common nail (2 112") 6 12 2-I0d BOX(3"x 0.1280)OR NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 ZONING GON5TRUGTION GODE5. 24 4 1 Q 12 Iod common nail 0"); or 2 5TAPLE5,I"GROWN,I6 GA. 13/4' 1 BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION 32 1 118" - 1 1/4" 6 12 LONG AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER15 FOUNDATION 8d deformed nail 2 I/2 „ 7:12 I6 3 4 5 6 20 1 x 8 AND WIDER SHEATHING TO EACH BEARING 3-8d BOX(21/2"x 0.113")OR FACE NAIL RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM OTHER WALL SHEATHIN69 3-8d COMMON(21/2*x 0.I31')OR THE PROP05ED ADDITION GONTINUE5 THE EXI5TIN6 12 3 3 4 4 „ 1 112" �alv. roofin nail, 3-I0d BOX ON 0.128'7 OR THE GOVERNING BUILDING DEPARTMENT. THE 33 I/2 structural cellulosic ARCHITECT DOES NOT RECOMMEND AND DOES NOT LOAD PATH. REFER TO LOAD PATH DIAGRAM, AND 61:12 16 3 4 4 5 fiberboard sheathing 7/16 head diam. OR 3 6 3 STAPLES,I'GROWN, I6 6A. 13/4- 24 3/4' GUARANTEE THAT SOLELY BY THE PREPARATION OF 24 3 4 6 l 1 crown Staple, 16 a 1 I/4 Ion LONG 5TRAPPIN6 REQUREMENT5, 5HEET A-I. 12 3 3 3 3 34 25/32" structural cellulosic 1 3/4" gals. roofing nail, WIDER THAN I"x 8" THE5E PLAN5 SHALL GON5TRUGTION OGGUR. 12:12 Ib 3 3 4 4 fiberboard sheathing -7/16" head diam. OR 3 6 4-Sd BOX(21/2"x 0.113")OR 24 3 4 14M I" crown Staple, 16 go, 1 1/4" Ion 3-Sd COMMON(21/2"x 0.131")OR Issues and Revisions LOAD PATH D I AORAM a.40d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR Ibd COMMON 35 1/2" gypsum sheathing d 1 1/2" goly. roofing nail; 3-10d BOX(3'x 0.128')OR NAILS. staple galvanized, 7 -1 4 STAPLES, I`GROWN Ib GA. 13/4' Date Issues and Revisions b.NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS 1 1/2" Ion ; 1 1/4" 5crew5,T e W or LONG SCALE: N.T.S. ARE CLINCHED. d 1 3/4" gals. roofing nail; 21 J015T TO SILL,TOP PLATE OR 61RDER 4-8d B (2OX 1/2"-xo.113-)OR TOE NAIL 2/12/l., PRELIMINARY DESIGN c.HEEL.JOINT GONNEG36 5/8" gypsum sheathing TIONS ARE NOT REQUIRED WHERE THE RIDGE 15 SUPPORTED staple galvanized, 7 7 3-8d COMMON(2 I/2 x 0.131)OR (NOT FOR CONSTRUCTION BY A LOAD BEARING WALL,HEADER OR R106E BEAM. 1518" long; I /8" screws, 3-10d BOX(3'x 0.128)OR 2/13/16 PRELIMINARY DESIGN d.WERE INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL I I Tqpe W or S 1 1 3-5"x 0.131'NAILS ANOT FOR GON5TRUCTION WFGM 2015 TABLE 3.28 5TRUT5 OR PURLIN5 TO A LOAD BEARING WALL,THE TABULATED HEEL JOINT WOOD 5TRUGTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 22 RIM JOIST,BAND J015T OR BLOGKIN6 To SILL OR TOP 8d BOX(2 1/2"x 0.113") 4"O.G.TOE NAIL 3/13/1., PRELIMINARY DESIGN "E" CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED NOT FOR CON5TRUGTION PROPORTIONALLY TO THE REDUCTION IN SPAN. 37 3/4"AND LE55 bd DEFORMED(2"x 0.120")NAIL OR b 12 PLATE(ROOF APPLICATIONS ALSO) 8d COMMON(2 I/2' x 0.131")OR 6 O.G.TOE NAIL BOTTOM PLATE TO FOUNDATION GONNEGTION5 (ANGHOR BOLTS) RE515TING LATERAL IOd BOX(3"x 0.128")OR 3/22/1., PERMIT SET e.EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING bd COMMON 2 1/2"x 0.131" NAIL 3"x 0.131"NAIL5 AND 5HEAR LOAD5 FROM WIND, (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.2) J015T LAP 5PLIGE5. 38 l/8°TO I" bd COMMON(21/2"x 0.1319 NAIL,OR b 12 23 1 1"x 6'5UBFLOOR OR LE55 To EACH J015T 3-8d BOX(2 1/2"x 0.113")OR FACE NAIL f.WHERE RAFTER TIES ARE SUBSTITUTED FOR CEILING JOISTS,THE HEEL JOiNT &I DEFORMED 2 1/2"x 0.120" NAIL 3/25116 PERMIT 5ET Sd COMM FOR EXPOSURES B 4 G AND ALL WIND 5PEED5 CONNECTION REQUIREMENTS 54ALL BE TAKEN A5 THE TABULATED HEEL JOINT 3., I IV TO 11/4' IOd COMMON(3"x 0.148")NAIL,OR b 12 2- ON(2 1/2"x 0.131')OR CONNECTION REQUIREMENT FOR 2/3 OF THE ACTUAL RAFTER SLOPE. 8d DEFORMED 2 1/2"x 0.120" NAIL 3-I0d BOX(3"x 0.128")OR 4/2/11IPERMIT SET 12�tF APPLIES TO ROOF LIVE LOAD OF 20 P5F OR LESS. 2 STAPLES,I'GROWN,16 GA.13/4' ANGHOR BOLT DIAMETER (IN.) MAXIMUM ANCHOR BOLT 5PACINC (IN.) h.TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME THAT THE CEILING a.NAILS ARE 5MOOTH-COMMON,BOX OR DEFCRMEU SHANKS EXCEPT WHERE OTHERW15E STATED. NAILS USED FOR FRAMING AND SHEATHING LONG „ n JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. CONNECTIONS SHALL HAVE A MIN.AVERAGE BENOIN5 YIELD 5TRE%TH6 AS SHOWN: 80 K51 FOR SHANK DIAM.OF 0.1612"(20d COMMON NAIL), FLOOR 112 31 p G WHERE CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC,HEEL 90 K51 FOR SHANK DIAMETERS LARGER THAN 0.142'BUT NOT LARGER THAN 0.17T,AND 100 K51 FOR SHANK DIAMETERS OF 0.142"OR LE55. �, a JOINT CONNECTION REQUIREMENTS 94ALL BE INCREASED BY THE FOLLOWING b.STAPLES ARE 16 GA.WIRE AND HAVE A MIN.1/I6"ON DIAMETER GROWN WiDTH. 24 2"5UBFLOOR TO J015T OR 61RDER 3-I6d BOX(31/2"x 0.135)OR BLIND AND FACE NAIL 1-7-115 / ACED AT NOT MORE THA4 6"O.C.AT ALL SUPPORT'S WHERE 5PAN5 ARE 48"OR GREATER. 2-I6d COMMON 3 1/2'x 0.162") Project No. 5�� 48 O.G.�'�'` FACTORS: � HEEL JOINT CONNECTION ADJUSTMENT FACTOR c.NAILS SHALL BE.. 1.PRE50RIPTIVE LIMITS ARE BASED ON A55UMPTIO45 IN TABLE 3.2 1/3 15 d.4'x VOR 4'x Q PANELS SHALL BE APPLIED VEFIIGALLY. 25 2"PLANKS(PLANK tBEAM-FLOOR t ROOF) 3-Ibd BOX(31/2"x 0.135')OR AT EACH BEARING,FADE NAIL 2.WHEN ANCHOR BOLTS ARE USED TO RE515T UPLIFT,LATERAL d SHEAR LOADS,THE MAXIMUM ANGHOR BOLT 5PAGING SHALL NOT EXCEED THE LESSER 114 1.33 e. SPACING OF FASTENERS NOT INCLUDED IN-HIS T4BL.E 5HALL BE BASED ON TABLE RbO23(2) 2-I6d COMMON(3112"x O.lb2" OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 320)OR LATe;ZAL d SHEAR LOADS (TABID=3.25). FOR OTHER ANGHOR BOLT LIMITATIONS SEE 1/5 125 F.WHERE T14E ULTIMATE DESIGN WIND SPEED 15130 P'H OR LE55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE 26 BAND OR RIM J015T TO J015T 3-I6d COMMON(31/2'x 0.162")OR END NAIL 5EGTION 3.2.1.7 AND 322.3. END WALL FRAMING SHALL BE SPACED b"O.C. WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 130 MPH.NAILS FOR ATTACHING 4-I0d BOX(3"x 0.128`)OR PREPARED EXCLUSIVELY FOR SCTM #: 3.TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALL5 ARE 5HEATHED IN ACCORDANCE WITH SECTION 3.4.42. FOR OTHER WALL 1/6 12 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6"O.G.FOR MIN.48"DISTANCE FROM RIDGES EAVES AND GAB F END 4-3"x 0.131"NAILS,OR 5HEATHIN6 TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY'THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.1-TD, 1/10 OR LE55 1.11 1000"i I 0-�-2 BUT IN No GA5E SHALL ANCHOR BOLT SPACINGS EXCEED 6FT ON CENTER. WALLS,AND 4'O.G.TO GABLE END WALL FRAMING. 4-3"x 14 GA.STAPLES,1/16"CROVt 4.LATERAL GONNECTION5 SHALL BE 0E516NED To RESIST THE LOADS IN TABLE 3.5. g.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 3616 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A253, FIBERBOARD SHEATHING 27 BUILT-UP ORDERS AND BEAMS,2'LUMBER LAY825 20d COMMON(4`x 0.16129 OR NAIL EACH LAYER AS FOLLOWS: SHALL CONFORM TO A5TM G 208. 32'O.G.AT TOP 4 BOTTOM AM Scale: AS NOTED WFGM 2015 TABLE 3.20 h.SPACING OF FA5TENER5 ON FLOOR 9HEATHIV6 PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED STAGGERED BLOCKING AND AT FLOOR PERIMETERS ONLY. 5PXING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES 10d BOX(3"x 0.128" OR 24"O.G.FACE NAIL AT TOP 4 51LL OR BOTTOM PLATE TO FND. GONNEGTION5 (ANGHOR B0LT5) RE515TINC UPLIFT SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO 3"x 0.131"NAILS,AND: BOTTOM 5TA6GERED ON THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROV1510N5 of THI5 CODE. FLOOR PERIMETER SHALL BE OPPOSITE SIDES LOA05 FROM WIND, (PRE56RIPTIVE ALTERNATIVE TO TABLE 3.2) EXPO5URE B SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 2-20d COMMON(4"x OA OR FACE NAIL AT ENDS AND AT Drawn By: PLS i.WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THI5 5GHEDULE,PROVIDE 2 TOE NAILS ON 3-I0d BOX(3`x 0.128")OR EACH 5PLIGE ?00 - YR WIND SPEED 3-5E00ND GUST 110 i5 1 120 130 140 150 1 160 1 170 1 180 1 165 ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THI5 5GHEDULE. THE TOE NAIL ON THE 3-3"x 0.131"NAILS PLATE FOUNDATION MAXIMUM NGHOR BOLT 5PACAN6 (INJ 12 OPP051TE 51DE OF THE RAFTER SHALL NOT BE REQUIRED. 2& LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-Ibd BOX 0 1/2"x 0.135)OR AT EACH J015T OR RAFTER, 517E 5UPPORTIN6 3-16d COMMON(3 112"x 0.162")OR FADE NAIL Date: 130/201q 8 FT. D ZONES 4-10d BOX(3"x 0.128')OR SILL OR BOTTOM 2x4 1-3 STORIES 72 71 57 43 35 30 27 24 22 20 PLATE TO FNP. - x 0.131 NAILS BRIDGING TO J015T 2-IOd "x 0.128" EACH END,TOE NAIL ANCHOR BOLT iNTERI R ZONES CONNECTION I-3 STORIES 72 72 66 50 41 35 31 28 26 23 RESISTING= GL I MATI G AND Or-C RAPH I G DES I C- N CRITERIA UPLIFT LOADS 8 FT. D ZONES 2015 N.Y.5. CODE TABLE POOL (I) 2x6 1-3 5TORIE5 72 72 1 68 1 51 42 36 1 32 1 2CI 26 23 WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER TGE BARRIER FLOOD AIR MEAN A - INTERI R ZONES SNOW HIND- DE516N DESIGN UNDERLAY- HAZARDS FREEZING ANNUAL (-3 STORIES 72 72 72 60 4a 42 37 34 31 27 LOAD SPECIAL BORNE CATEGORY WEATHERING FR05TLINE TERMITE TEMP MENT INDEX TEMP Pro . North I,�I SPEED TOP06RAPHIG WIND DEBRIS DEPTH REQUIRED (mph) EFFEGTS RE610N ZONE REFER TO , „ MOD. TO o REFER TO 1500 OR REFER TO D® �I®� �� I � I1�1�� 20# 140 LOCAL NO ZONE I B SEVERE 3-O HEAVY 15 YES LOCAL LE55 LOCAL D NOT L Iii JURISDIGTION JURI5DIGTION JUR15DICTIOIN AS PER AS PER AS PER N.Y.S. CODE N.Y.5. CODE N.Y.5. CODE A5BREVIATIONS LE 67E I ` D G.G. SHALL INSTALL (1) GOAT MEMBRANE HATERPROOFIN6 OVER FRENCH DRAIN: � I FIBER MESH ON THE OUTSIDE FACES OF ALL FOUNDATION WALLS 4" DIA. PERFORATED PIPE SURROUNDED BY GRAVEL 4 PROTEGTED ----------- FOOTIN65. THE WATERPROOFING SHALL BE APPLIED FROM 8" BY GEOTEXTILE GOVER. G.G. SHALL INSTALL SAID DRAIN PIPE A.F.F. - ABC>VE FINISH FLOOR 0 NEW FOUNDATION AND FOOTING SMOKE DETECTORABOVE GRADE TO BOTTOM OF FOOTIN6. REFER TO 2015 IRG AROUND ENTIRE PERIMETER OF FOUNDATION WALLS AND LEAD AWAY ARCH I TEGTURE, PLLG A.P.B. - ANTHONY POWER BEAM L-----_--_-J B.P. - BEAM POCKET NEW WOOD FRAME WALL 5EGTION R406 FOR AGGEPTABLE WATERPROOFING FROM THE 5TRUGTURE INTO A DRYWELL. G.J. - CEILING J015T5 � CARBON MONOXIDE DAMPPROOFING MEMBRANES. PH: 631.816.5518 G.M. - GARBON MONOXIDE G.M. DETECTOR G.T. - COLLAR TIES � ' '� LOAD BEARING WALL PAX: 631.4'15.250 ON. - DOWN (LOAD BEARING WALL5 SHALL 0 HOLD DOWN WALL E: D5TE15EL@0PT0NLINE.NET DP. - DEEP HAVE SOLID BLOGKING PLACED CONNECTORS ® GORNER5, A2 BEAM POCKETS: D.J. - DECK JOISTS VERTICALLY). D.H. - DOUBLE -0 HUNG BETWEEN STUDS® 4' " D.G. SHEET HE TYP.- REFERTO DETAIL, THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR WWW.DIESELARGHITEGTURE.VPYeB.GOM D.W. - DISHWASHER GONGRETE WALL5 MUST HAVE MINIMUM GLEARANGE OF 0.5 INCH ON EXIST. - EXISTING ® 4x4 STRUCTURAL POST TOPS, SIDES AND ENDS OF GIRDER. E.P.- ELEGTRIGAL PANEL 'cb"Rlz FRAMING NOTATION (U'O N) 1101 WAVERLY AVE., HDLTSYILLE, NY I I'f42 F.D.- FLOOR DRAIN a Ib O.G. FL. - FLUSH 0 PROPOSED HOSE BIB FPSG - FIRE: PROOF SELF CLOSING rA ---- SECTION MARK A PROJECT TITLE: GALV.- GALVANIZED GYP. BD. - GYPSUM BOARD ll H.R. - HIP RAFTER 42'-10" PROP05 D POOL HOU5E HWH - HOT WATER HEATER z 50 CFM F o EXTEXHAUST 0 5T INSUL. - INSULATION A5 PER NYS CODE L.V.L - LAMINATED VENEER LUMBER SECTION R303.3 (U.O.N) MIN. - MINIMUM MNFR. - MANUFACTURER'S 0 FLOOR DRAIN M.O. - MASONRY OPENING FURNISH $ INSTALL 2xI2 PRESSURE A O.G. - ON CENTER TREATED LEDGER BD. ANCHORED DOWELING BETWEEN NEW AND EXIST. WITH 1/2" DIAM. &ALV. METAL -� FOUNDATIONS 0.5.5. - ORIENTED STRAND BOARD � EXPANSION BOLTS TO FOUNDATION * r--------------------------� FURNISH $ INSTALL ALL 5/8" DIAM. EPDXY FROJEGT LOGAT ION: P.T. - PRESSURE TREATED \ lb" O.G. STA66ERED ' \ i ; '' • ` ,` i COATED DOWELS, 14" LONG, 7" MIN. REF. - REFRIGERATOR \ NEW DOOR HOLD DOWN WALL ICFILLL ----------------- i EMBEDMENT, SPACED Ib VERTICALLY. /� }� I ' 1165 WEST ROAr R.O. - ROUGH OPENING CONNECTORS � CORNERS, r i .. I a,_ I FELL GAPS WITH HIGH STRENGTH EPDXY � � R.R. - ROOF RAFTERS DDDR SIZE ' d TAMP FOR i + MORTAR. (TYPICAL WHERE NEW ' TYP.- REFER TO DETAIL, I m , , , SHEET A-I. i i P.G.SLAB.3 P51 i i FOUNDATIONS MEET EXISTING) OUTCH06U W 11 q55 T.O.W. - TOP OF WALL ' ' ' TYPICAL INTERIOR ------------------------------------ ----------- ----------------- L----------------------------------------------------- TERIOR TYP. TYPICAL '`�'�- - -- - ------------- - -.P:-- _ - -- --- -a ------ -- - ------.-------------.---,------------ ---- --------- - FOOTIN05: r ----------- COLUMN SPECIFICATIONS: i _ -- -- -- -- -- -- -- -- 180 BELOW D GONGAD G U.D.N.- UNLESS OTHERWISE NOTED -- -- -- -- '' ` � •. ' a• I •. - - -------------------- ---- --------------------- -------------------------------- ------ ----------------- ---- --- ' ' NEW 4" DIAM. SGHED. 40 STEEL PIPE ' ' r- �--- � �' V.I.F. - VERIFY IN FIELD { O i I Q G.G. SHALL INSTALL ' { COLUMN W/3/4 THICK TOP $ BOTTOM -rcy ' (TYP.) (BOTTOM OF V.P. - VALLEY PLATE i i STEEL BEARING PLATES. BEARING LOAD BEARING 2xb FRAMED , ry FLASHING TO PROTECT ' ' i FTG'S TO REST ON � KNEE WALL IN CONTACT WITH THE - V FRAMING FROM CONCRETE. i UNDISTURBED 501E IDE510 NER: V.R. - VALLEY RAFTER i i PLATES SHALL BE DRILLED IN (4) L L + i dJ w +' W.M. - WASHING MACHINE L________J CONCRETE SLAB SHALL HAVE A O LOCATIONS TO RECEIVE BOLTS TO PRE55URE TREATED SILL PLATE. i' ' • i = `z m Z 3b" x 3b" 3b" x 36" 36" x 3(y�" i 1 AND/OR lOo4b I O� PES)ONOROl P BEAMS AND FOOTINGS. BEARING ' 30" x 30" - 1 I , COMPACTED FILL WITH #g I� k� -_ ' - - -' - I -- �� u ;, MIN. 2,000 PSF SOIL PLATES SHALL BE CONTINUOUSLY 1 i i----- - - a () , /��/ WELDED TO COLUMN. REFER TO ' ' ' 'n ' Q ' I i3O" x i i ' I BEARING CAPACITY) 151 LAFAt I TT ST., 2ND. F�,� PLANS FOR FOOTING SIZES. i ' - ' +- ' -r-L- m ' rte_- ' I '' __ ' _+_ v.__.�L r� . , , i -$--4- + r —� r -—�, -�� '� r _"I" -H- �---—�-- -�- i TYPICAL UNLESS S I/2"x I " APB- DPED` i , i i BP ® i ROPOTHERWISE NOTED. �/ _ i g ' ' ' r i i. i ' BOTTOM OF FOOTING NEA �®RKI N)" 10015 1 L---------J L--- ----"' L--- -----' --- i ' TO REST 3FT ABOVE _ LOU15 YOH 1 i 4'-07 z ��I„I HIGHEST WATER TABLE „ 2 ' i OR CONSULT WITH lo�1 , 8 3 8 3 8 3 8 3 i • i ENGINEER, TYP. NEW SLAB (TYP): (IN I + Q + , COMPLIANCE WITH 2015 IRG. I i O SECTION 8506): + i i ' PROPOSED 12"x24" ' CRAWL SPAG ® Q SEAL ANC) S I C NATURE 4 POURED CONCRETE SLAB i ++ i + POURED GONG. „ (SIMPSON i � _ p , i AT SLAB APPLICATION BLOCKING 9 REINF. W/bxb WI.4x WIA WELDED i ; I z (GLC. HT. - 4-1 1/2 ) wo , � BUTTRESS rg FOOTING, STRONG-TIE G520) - pC , + WIRE MESH OVER GLASS 16MIL i' i I TYP. AT 2 LOCATIONS. (UPLIFT ONLY) 24 O.C. MEG . RIR � NON INTENDED FOR STORAGE � m I ---._ VAPOR RETARDER. REFER TO i ALLOWS - - ' � . • , v r , - • i �- i . HAN LER $ Q AND/OR FUEL-FIRED APPLIANGE5 ,� AR C&2015 IRC, TABLE R402.2, SHEET i O i D C CORNER STUD CONNECTED HOLDDOWN ° ° A-I FOR GONG. STRENGTH. i' DUG WORK - p + I ��E qT y�T . . TO TRANSFER SHEAR INSTALLATION z , i (PER IRO 8302.13) r m I DOWELING BETWEEN NEW _ ��SF I ol� BELOW SLABOURS 6 MIN.1TITHICK� i a ' -- -- --� , -- -- - i-- -- -- - -}--- -- -- -��--- -- -- j 1 , FOUDNDATIONS (TYP): ` SIDEWALL °� BASE COURSE CONSISTING OF I IL 4 '1 z�'' GLEAN GRA ED 5 ORAVEL, ' BP , - n0 z . ' i 5 1/2"x 12" APB- DROPPED-' • BP FURNISH $ INSTALL 5/8" 2-I6D us- ° CRUSHED STONE OR CRUSHED + .. l� COMMON �~J ' �__ + DIAM. EPDXY COATED °® BLA5T-FURNAGE SLAG PA551NG i �- [Q -- ��II z40 TURN-UP $ A 2" 51EVE SHALL BE PLACED - i' i a - u 12" DIAM. PIER i I DOWELS, 14 LONG, 7 f O"I O.G. �I �� �l (1) NAIL ON THE PREPARED SUBC-RADE. i i R O FOOTINGS, TYP. i i. � MIN. EMBEDMENT, G� ® II (TYP)ILL m 1 1 cr = N i I ,_ 1 m VERGED 1LY. FILL \ ,qT��`�n� REFER TO NAILING ' 1 _-J =�`+ I--' i I STRENGTH EPDXY + SCHEDULE, SHT. A-1 i L J O a I I MORTAR. (TYPICAL NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS �'� I *' I I WHERE NEW BEEN ADVI5ED THAT PRIOR TO ANY CONSTRUCTION REFER TO I. (1) STRAP ON EACH WALL STUD �l'� i ' ° i 10'-2" 21'-2" 10'-2" ' FOUNDATIONS MEET AND/OR DEMOLITION WORK IT SHALL BE THE OWNER'S FIGURE 3.(,'3A OF i i EXISTING) I i 2015 WFGM , , $ WRAP UNDER SILL PLATE (3) 13/4 x II �/8 (3) 1 3/4 x ii �/8 � , � RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM AND UP ON INSIDE FAGS OF SILL PROVIDE 8 HIGH x I6 WIDE I LVL- DROPPED LVL- DROPPED i i THE GOVERNING BUILDING DEPARTMENT. THE - SCREENED VENT AS PER NY5 . ' _ - -------- : i ARCHITECT DOES NOT RECOMMEND AND DOES NOT 2. INSTALL MIN. I/2" ANCHOR BOLTS - CODE SECTION 88408.1, TYP. I , 136" x 36"i - 30 x 30 SPACING AS PER TABLE 3.2B, THIS SHEETr-------- -------------------------------------------------- i_ _-i GUARANTEE THAT SOLELY BY THE PREPARATION OF "SIMPSON STRONG-TIE" HDU5-5052.5 12" FROM ALL GORNERS d EACH SIDE + -- -- —�E}—� - -- ' a '-- ---i--0- THESE PLANS SHALL CONSTRUCTION OCCUR. OF SILL SPLICE, UTILIZING 3-1/2'"s „ i ' 6P i i BPI --- --'-- -' '----=- -----'-' - --' ----- --- !BP SIMP'SON STRONG-TIE HDU5-SI752.5 WASHERS � BOLTED DOWN a 8 POURED CONCRETE FOUNDATION i r---- -------------------------------------------------------„ ° i ; WALL ON Ib"x8" DP. POURED GONG. ' ; - ' ' ' i I I '-- - -_ --- --' I Issues and Revisions FTG. REINF W/ (2) #4 REBAR, ON I 5'-I" --- J �✓'-I" ' L___ + + (2) 1 3/4"x II 8 LVL- FLUSH + tao;--A; Li7 DOWN GONN�GT)ON UNDIST. SOIL (2p00 PSF BEARING i , • • I I ' I 5'-I" 5'-I" i � IDate Issues and Revisions hIALLOJ..���OW) � T I�� CAPACITY). BOTTOM OF FOOTINC� i ;° 1 p i i i lo p Q I PRELIMINARY DESIGN TO REST 3FT ABOVE HIGHE5T i ; • i i I i ' i - -� i i 2/12/la (NOT FOR CONSTRUCTION) (D LL GORNER5 4 ANY BREAK IN WALL WATER TABLE OR CONSULT WITH i ® i i PRELIMINARY DESIGN ALL STRAPPING MAY Go OVER SHEATHING WHEN lOd NAILS USED I I FILL $ TAMP FOR + , ® , , 2/13/Ia ORE:AtTER THAN 4�-O" ENGINEER, TYP. i O w OT FOR CONSTRUCTION) i m i O P.G.5LAB 3,500 P51 i p ti]t�l m z 3/13/la PRELIMINARY DESIGN "E" I 1L— I I I I p I I OT FOR CONSTRUCTION 2-16d COMMON I. (1) STRAP ON EACH WALL STUD, 1 ' : i - m ' ' ' ' ' ~ m ' '°. i 3/22/la PERMIT SET NAILS @ 10" O.G. $ WRAP UNDER SILL PLATE 1 ;8" I m 10'-2" 1 8" ; IQ'-10" ; 8" I 10'-2" VERTICALLY AND UP ON INSIDE FACE OF 51LL , I , 3/25/la PERMIT SET 2. INSTALL MIN. 1/2" ANCHOR BOLTS - I ;1, i ; 1 `° I- (2) 13/4"x II 7/8" LVL_FLUSH-I 1 4/2/1a PERMIT SET SPAGING AS PER TABLE 3.2B, THIS SHEET --------------- --------------------------------------------------- --------- ------ ----------- STUDS/ POST $ 12" FROM ALL CORNERS ! EACH SIDE REVISED TO REFLECT FIELD GHANGES OF SILL SPLICE, UTILIZING 3-1/2'"5q I a i + + i I 0/20 CORRECTIVE WORK. HDU5-5052.5 HOLD WASHER5 8 BOLTED DOWN ---------------------- PROPOSED -- ------------------------o ------------------------------------------------------- DOWN ANCHORS BY - _-_-; ;_ ; ;--_---__---- --J m 'SIMPSON' LINE OF EXTERIOR FACE OF THROUGH BOLT (2) 5/8" _- FRAMED WALL ABOVE � s O Project No. DIAM. MACHINE BOLTS l v 17-I I S o fiE W1/2" WASHERS '4� WASHER d NUT PREPARED DCCLUSIVELY FOR SCTN #: 5/8" THREADED ROD ° NAILED I ANCHOR BOLT '55TB' m (8d wAL ) 12" MIN. ( 1000-110-7-2 (1) BOTTOM PLATES ° Scale: A5 NOTED FLOOR/ RIM JOIST -6 VARIES A Drawn By: DLS RETURN o` UNDER vu_ Date: I/30/201 q + (2) SILL PLATES SII 51MP50N 5TRONO-TIE 1-1120-5152.5 ALLOVIABLE TENSION LOAD= 5,645# DF/5P FOU! `lI-)I AT I O N PLAN A HOl_V DONN CONNECTION WALL HOLD-DOWN DETAILS 5GALE: 1/4"= 1'-0" Proj. North ANLL�00�RNEF�,54=N�YBP�,EAKMIN WALL ALL STRAPPING MAY GO OVER SHEATHING WHEN IOd NAILS USED ORE'ATER THAN 4'-0° D® NOT SCALE I�RINTS GENERAL NOTES. NOTE: AIR SEAL Note: All penetrations- pipe, cable, NOTE= A CONTRACTOR MAKING A BID FOR WORK ON TH15 wire, vents or other from conditioned s ace MECHANICAL, ELECTRICAL $ PLUMBING 5Y5TEM5 SHALL BE E: L CENER,�L CONDITIONS: PROJECT 15 MADE AWARE BY THIS NOTE THAT IT 15 THE to unconditioned s ace must be foam sealed DESIGNED BY A PROFE5510NAL ENGINEER. I. ALL DIMENSIONS OF EXIST. SITE CONDITIONS 8 STRUCTURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO GON5TRUGTION. IF ANY DISCREPANCIES/ INTENT OF THE OWNER TO HAVE A COMPLETELY INSTALLED and insulated. All f aurin oints located within ARCHITECTURE, PLLG CONDITIONS AR15E WITH THESE PLANS PRIOR TO OR DURING THE COURSE OF CONSTRUGTION,CONSTRUCTION SHOULD CEASE AND THE ARCHITECT SHALL BE 9 J NOTIFIED 11vVEDIATELY. FAILURE TO DO THIS WILL RE50LT IN THE ARGHITEGT A55UMIN6 NO LIABILITY WITH THE ACTIONS TAKEN TO CORRECT THE JOB AND SHALL UNDERSTAND THAT ALL NEGE55ARY WORK conditioned Space with exterior exposure DISCREPANCY. TO COMPLETE THE INSTALLATION SHALL BE PERFORMED AT to unconditioned space must be caulked, PH: 631.816.5518 2. PLAN DIMMEN51ON5 ARE FROM FINISH WALL TO FIN15H WALL, UNLE55 OTHERWISE NOTED. NO ADDITIONAL COST TO THE OWNER OR PROJECT. foam sealed 4 insulated. T=AX: 631.415.2x50 DEMOLITION: 3. G.G. TO FURNISH 4 INSTALL TEMPORARY BR:AGIN6 d 5HORIN6 PRIOR TO THE REMOVAL OF ANY 5TRUGTUR:AL ELEMENTS. E: D5TE15EL@0PT0NLINE.NET 4. N/A FOUNDATION: WWW.DIE55LARGHITSGTURE.VPYVI=B.GOM 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN 501L HAVING A MIN. 2,000 P5F BEARING CAPACITY AS PER 2015 NY5 CODE,5EGT. R401, TABLE R401.4.1,OR COMPACTED TO CONFORM TO THI5 CAPACITY. IF GOMPAGTIN6 15 PERFORMED,501L TESTS WILL BE REQUIRED 4 APPROVED BY 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 THE AR(HITEGT. 6. ALL CONCRETE FOOTINGS SHALL CONFORM TO 2015 NY5 CODE SECT. R403 MIN. 21500 P.5.1. ® 25 DAYS PLAIN CONCRETE UNLE55 OTHERWISE NOTED ` J WITHIN THEME PLANS OR SPEC IFICATION5 WHEN APPLICABLE. 1. ALL FOUNDATION WALLS OR SLABS SHALL HAVE PRESSURE TREATED (P.T) 51LL PLATES WITH 6ALV. METAL ANCHOR BOLTS WITHIN 12" FROM EA. t;11 0 A ROAD 510E I PROJECT TITLE: CORNER TO EXTEND MIN.III INTO POURED GONG. FOUNDATION WALL W/35" 50. WA5HER5. ANCHOR BOLTS SHALL AL50 BE LOCATED WITHIN 6"-12" FROM 1 A-b i Q THE ENDS OF EACH PLATE SECTION, AS PER 2015 WFGM SECTION 3.2.1.'1. REFER TO WFGM TABLE 3.26,SHEET A-I, FOR ANCHOR BOLT SIZE d SPACING I a 43'-0" QI ®��� � ®®� ®u� REQUIREMENTS. SILL PLATE TO REST ON METAL TERMITE SHIELDS WITH SILL SEAL INSULATION PLAGED BELOW TERMITE SHIELD AS PER WFGM. I ° 1 o a I~RAM l I'�lG STRAPP I NC: ; Q w 17'-b" 8'-0" IT'-b" l z 11- S. ALL ROOF EAVES, RIDGES, RAFTER SPACES ABOVE INSULATION, UNHEATED ATTIC, SPACES AND FOUNDATIONS CRAWL 5PAGE5 SHALL BE VENTILATED AS w i MA50NRY LANDING tY+ m w INDICATED ON THESE PLANS AND IN CONFORMANCE WITH 6OVERNIN6 REGULATIONS. i WITH BLUESTONE Cal Q'O q. ALL SHEATHING AND 5UBFLOORIN6 SHALL BE EXTERIOR GRADE AND AS REQUIRED BY ALL GOVERNING RE6ULATION5. m LL' PAVERS, TYP. (SLOPE OI L�-s I V p AWAY FROM 10. ALL FLOOR JOIST SHALL BE DOUBLED AT END RUNS,UNDER PARTITIONS RUNNIN6 PARALLEL TO THEM AND UNDER BATHTUBS. LEADERS To o I o 6'_I" g'_q� DWELLING) 6'-8" b'-8" -72 5-2� I PROJECT LOCATION: IL GRO55 BRIDGING SHALL BE PLACED IN ALL FLOOR SYSTEMS, MINIMUM OF 5'-0" ON CENTER AND OF TYPE REQUIRED BY GOVERNING GON5T. CODE. DRYWELLS, TYP. 12. INSTALL PLYWOOD 5HEATHIN6 VERTICALLY AT ALL GORNER5. NAILING SPECIFICATIONS TO CONFORM TO GOVERNING REGULATIONS. I1 165 AE5T ROAD, 13. ALL ROOF RAFTERS SHALL HAVE HURRICANE TIES THAT ATTACH TO TOP PLATE $ STUD. HOLD Dowty HALLA OUfiO ®SUE NY I I�3a 14. BLOGKIN6 SHALL BE PROVIDED TO 5JPPORT ROOF GUTTERS FA561A ENDS GYPSUM BOARD CORNERS AND EDGES CABINETS AND ACCESSORIES ETCCORNERS5,, TY P.-CONNE RYP. I ; , CO .- REFER i „ � �� I m TO DETAIL, SHEET A-I. , 36 x54 CASEMENT 36„x54 GA5E T -O�� x �' FRENG 36��x54 CASEMENT 36"x54" ASEMENT , 15. INSTALL FIRE 5TOPPING AT ALL REQUIRED LOCATIONS TO COMPLY WITH 2015 NY.5. CODE SECTIONS 502.13,602.8 4 1003.Iq. �� S 000 .� i////iii/�- /;iii iii//iii% ,/ii/..; /,/iai/ ii/ii i i Ib. PROVIDE FIRE RATED ASSEMBLIES A5 INDICATED ON DRAWINGS AND IN C,OMPLIANGE WITH APPROPRIATE TESTING AGENCY SPECIFICATION. � HEADER TBD 1-1. CONTRACTOR SHALL INSTALL METAL WALL TIES AS PER DRAWING 5PEGIFIGATION5 IN ACCORDANCE WITH THE 2015 NEW YORK STATE RESIDENTIAL OUTDOOR SHOWER ; '� (3) 2x6 (3) 2x6 ' (3) 2x6 � I I'-8"x 2'-2" DRAWL DESIGNER• BUILDING CODE. SEE DETAIL SHEET FOR WALL TIE LOGATION5. ; j 16-4" 8'-I" 4'-4" 2'-O" q'-3° I SPACE AGGE55 �,e /� ' LO I PE51 6N6ROUP LOAD 15EARIN6 5TRUGTURE: ' w SLOPED GL6. I 1 5 1 LAFAYETTE 5T., 2ND. FL., I& N/A � % 5LOPED DLG. o'� � o '� Iq. N/A a� I vp C) cv w I Q N I NEN `I'ORK NY 10015 20. PROVIDE POSTS BELOW ALL GIR:DER5 8 BLOCK 50LID DOWN TO FOUNDATION WALL OR GIRDER BELOW ; (2) 13/4"x 11 V4" LVL FLUSH % "" - ' o r 6 -- _ _ -- . O 13/4"x_ 11 1/4"_LVL FLUSH I llll 21. LUMBER. TO BE DOUGLAS FIR, Fb=850, E= 1.3 x 10 OR BETTER ®U 15 Y®1°t y - -- i 22. M16ROI-AM LVL'5 BY TRU55 JOIST MIN Fb=2,600 P51 E= I.q x 106 I z 6 I _ w l0'-6• b�„ 8._l.. b'-0,. I._3.. q._3.. (-11�) � 3'3�J�2 23. ALL 51-EEL BEAMS, 61RDER5, LINTEL5, ETG. USED SHALL BE AS PER A5TM A36, Fb=23,1bO, E= 2q x 10 S w 24. FASTENERS, HAN6ER5 4 TIE DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DESIGNED FOR SUCH U5E- REFER l x x TO MANUFACTURERS SPECIFICATIONS. 1 m m `r `r N m w /2 ^m Q I SEAL ANI7 51CSNATURE: M.EP. NOTES, 25.ALL PLUMBING,HVAC,AND ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL 1 / 1 OAR APPL16ABl_E CODES AND REC-ULATIN6 A6ENGIE5. ' Q` IL. Z � I ��� ST ASF 26. ALL STORM WATER AND 5EWA6E DISPOSAL SYSTEMS SHALL BE DESIGNED AND INSTALLED A5 PER GOVERNING HEALTH DEPARTMENT AND REGULATION ; Q ACENCIE5 REQUIREMENTS. 2.1. ALL NEW UTILITIES INDICATED SHALL BE DE516NED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN CONFORMANCE WITH V APPROPRIATE RULES AND REGULATION5 AND ALL 6OVERNIN6 RULES. ' `� q o ® = Q 28, ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED. 030 2q. GENTE><LINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED I'-3" A.F.F. UNLE55 OTHERWISE NOTED. GONTRAGTOR SHALL FURNI5H AND INSTALL A _ ; ' 4 A G M �x IV m j }F MINIMUM OF: ONE OUTLET PER WALL AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL. ;/ 25x5 ATTIC ;! AGGE55 STAIRS. N z 30. GENTERLINE OF TYPICAL LIGHT 5WITGH TO BE MOUNTED 4'-0" A.F.F. UNLE55 OTHERN15E NOTED. m I DOUBLE FRAME w V 31. GONTRAGTOR TO COORDINATE LOCATION OF L16HT FIXTURES WITH SMOKE DETECTORS. ; % ALL AROUND v ; NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HAS (R-13 BATT ; BEEN ADVISED THAT PRIOR TO ANY GON5TRU(TION 32. CABLE, DATA AND TEL-PHONE JACKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PER HOMEOWNERS REQUIREMENTS. z i RIND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S 33. ALL I-IVAG WORK SHALL BE DE516NED AND INSTALLED A5 PER THE 2015 RESIDENTIAL CODE OF NEW YORK STATE, CHAPTER 12-23 , x x m I RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM INGLU5IVELY AND ALL DUGT5 SHALL BE INSULATED IN ACCORDANCE WITH THE ENERGY GON5ERVATION CODE OF NEW YORK STATE, 5EGT. 503 ; - w 4 0 Q , THE 60VERNIN6 BUILDING DEPARTMENT. THE ' m N v ; ARCHITECT DOES NOT RECOMMEND AND DOES NOT 34. ALL ELECTRICAL EQUIPMENT 8 WIRING SHALL BE DE516NED AND INSTALLED IN ACCORDANCE W/ GHAPTER5 34-41 OF THE 2015 X�' '`2'-b° �'-b° 2' b" 20'-1" 2'-�" 5'-�" 2'-6" RESIDENTIAL GODS OF NEW YORK STATE. ' �' GUARANTEE THAT 50LELY BY THE PREPARATION OF my / ' I THESE PLANS SHALL GON5TRUGTION OCCUR. 35. ALL WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE Wl 2015 RE51DENTIAL CODE, SECTION R60q. ALL GLAZING ; (2) 13/4"x II I/4" L\)---)L- -J HEADER TBD (2) 13/4"x II v4° LV SHALL COMPLY W/ 5EGTION R308 J. D11 Issues and Revisiais 3b. ALL PLUMBINGWORK SHALL BE DE516NED AND INSTALLED A5 PER THE 2015 RESIDENTIAL GODS OF NEW YORK STATE, GRAFTER 25-33 '/ I Date Issues and Revisions INGLU5IVE. ALL DOMESTIC, WATER SUPPLY LINE5 SHALL BE COPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD GONTENTSOLDERPRELIMINARY DESIGN 2/12/193l. ALL WIINDOWS SHALL BE W/ LOW "E" INSULAIED GLAZING. ; OT FOR GON5TRUGTION) SLOPEDDLG. i z NSO / SLOPED DLG. PRELIMINARY DE516N i 1 O 2/13/IG NOT FOR CONSTRUCTION) 6'-O" x '-O" FRENCH O5 I z ui DOORS +# 36 " WIDE p ' `t PRELIMINARY DESIGN "E" EXIE)TINOOft GO1�D I T I ONS NOTES : _ - w 0 _ 3/13/19 x tx cx Q S E TS O N (x-1 I OT FOR GON5TRUGTION I x ^ O O % I 3/22/19 PERMIT SET m y m a MASON PATIO x 2 I. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY AND ALL UN-FOR5EEN AND UN-DOGUMENTED CONDITIONS NOT READILY VISIBLE. BY I ; x - z '� % ; 3/25/19 PERMIT 5ET INGLU51ON OF THI5 NOTE, THE OWNER d CLIENT HAS BEEN ADVISED THAT UNKNOWN BUILDIN6 d 51TE GONDITION5 WITHIN THE SCOPE OF THIS I - (SLOPE AWAY F OM DWELLING) �U_ WORK GAN ONLY BE ADDRESSED AS THEY AR15E OR ARE DISCOVERED. DOCUMENTED GONDITION5 BY THE ARGHITEGT ARE 50LELY FOR THE ; " , " `� " ; 3/2q/Iq PERMIT SET u, / 51.50 12 4 3-8 10-b ARCHITECTS USE IN PREPARATIONS FOR PROPOSED WORK AND DO NOT CERTIFY OR CONSTITUTE STRUCTURAL INTEGRITY OF BUILDING , i z D " ' 4/2/Iq PERMIT SET GOMPONENT5 OR LEGAL GONFORMANGE OF PRIOR WORK. THE ARCHITECT REGOMMEND5 THAT THE OWNER HIRE A LIGEN5ED ENGINEER VERSED ' m z (3) 2x6 ' I (3) 2x6 j IN INSPEGtION AND TESTING SERVICES FOR A FULL REPORT. //// // / Q lort/Iq REVISED PER G.G. REQUEST 2. THE ARCHITECT SHALL HAVE NO CONTROL OVER OR GHAR6E OF AND SHALL NOT BE RESPONSIBLE FOR GON5TRUCTION MEANS, METHODS, ' 36" 54" ' --- REVISED TO REFLECT FIELD CHANOE5 36 54" 2 2/10/20 5EGUENGE5 OR SAFETY PRECAUTIONS AND PR06RAM5 IN CONNECTION WITH THE WORK SINGE THESE ARE SOLELY THE GONTRAGTOR'5 LEADERS TO ``----- -------------_GA _M - --- ----- ------------- GA ENT PROPOSED CORRECTIVE WORK, RESPONSIBILITY UNDER THE CONTTRAGT FOR GON5TRUGTION. THE CLIENT SHALL HOLD HARMLESS THE ARCHITECT FOR ANY DAMAGES THAT ARE DRYWELLS, TYP. A RESULT OF THE CONTRACTORS NEGLIGENT ACTS. 5'-TIO" 5'-10" 1 51_I0" Project No. 1-7-1 15 3. THE OWNER/GLIENT BY INGLU5101N OF THI5 NOTE IS MADE AWARE THAT CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS WHICH MAY PREVENT THE EXECUTION OF 50ME OR ALL ASPECTS OF THE PROP05EP PROJECT. 506H CONDITIONS CAN ONLY BE ADDRESSED AND RESOLVED AS THEY ARISE. THESE GONDITION5 MAY INGUR ADDITIONAL WORK AND G05T WHICH THE ARCHITECT SHALL NOT ( PREPARED EXCLUSIVELY FOR SCT- #: 43'-O" BE RESPONSIBLE FOR. 1000-I 10-1-2 POOL 510E 4. WORK DONE BY OTHERS -THE ARCHITECT SHALL NOT BE LIABLE FOR ANY WORK INCLUDED IN THESE PLANS DE516NED BY OTHERS. THISScale: AS NOTED SHALL INCLUDE ALL WORK NOT 516NED AND SEALED BY THE ARCHITECT. THE CLIENT SHALL HOLD HARMLE55 THE ARCHITECT FROM ALL WORK TRELLLX 6" P.T. CONTINUOUS LINEAR 'BY OTHERS TRIS POSTS DRAINAGE STRIP TO A5 .5ELEGTED LEAD TO DRYWELL _b BY OWNER, 5. THE ARCHITECT HAS ENDEAVORED TO THE BEST OF HIS PROFESSIONAL ABILITY TO PREPARE THESE PLANS. IN THE EVENT ANY DISPUTES TYPICAL FOR Droum By: DLS AR15E BETWEEN THE CLIENT/OWNER AND THE ARCHITECT GONGERNIN6 ANY WORK PERFORMED BY THE ARCHITECT OR HI5 A6ENT5-EMPLOYEE5 (2) LOCATIONS WHICH CANNOT BE RE50LVED BETWEEN THE PARTIES, BY INGLU51ON OF THI5 NOTE AND USE OF THESE PLANS YOU AGREE TO SETTLE ALL LEGAL ACTION THROUGH MEDIATION AND /OR BINDING ARBITRATION. Date: I/30/201 q b. THESE DRAWIN65 AND SPECIFICATIONS ARE THE PROPERTY OF DIESEL ARCHITECTURE,PLLG AND ARE FOR USE 50LELY WITH RESPECT TO THI5 PROJECT ONLY. THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,5UB-DONT RAGTOR5 OR 5UPPLIER5 ON OTHER PROJECTS OR FOR ADDITIONS TO THI5 PROJECT OUT5IDE THE SCOPE OF THE WORK. THE ARCHITECT SHALL BE DEEMED THE AUTHOR AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE GOPYRI6HT5. THE DE516N SHOWN AND DESCRIBED HEREIN, INGLUDIN6 ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED, OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF THE AR(HITEGT. I POOL HOUSE AREA = 1,367 S.F. IRSTL.-OOR � �I POOL-SIDE PATIO STEPS = 246 S.F. ` '� ROAD-SIDE LANDING a STEPS = 46 S.F. Prof. North DWC� 3 O� 1® SCALE: 1/4"= 1'-0" DO NOT SCALE PRINTS - RIDGE BOARD 4 COLLAR TIES: TYPICAL ROOF GOI,15TRUGTION FOR METAL ROOF 5HIN6LE5, MINERAL-5URFAGED ROLL ROOFING, UNLESS OTHERWISE NOTED, COLLAR TIES ARE TO BE E! L 5LATE 4 SLATE-TYPE 5HINSLE5, WOOD SHINGLES, WOOD SHAKES, METAL PANELS: PLACED IN THE UPPER THIRD OF THE ATTIC SPACE, AS PER DETAIL 3.IOG $ SECTION 3.2.6.1 OF THE 2015 WFGM. ARCHITECTURE, PLLC TABLE RQ05.1.1 (1) UNDERLAYMENT TYPES: A RIDGE BOARD MAY BE USED IN LIEU OF A R106E BEAM • UNDERLAYMENT SHALL BE ASTM D 226 TYPE 2 OR A5TM D 486Q TYPE 4 OVER SHEATHING. ON ROOF 5LOPE5 GREATER THAN 3:12, (WFGM 2015 PH: 631.816.5518 SECTION 3.5.1.4) 1=AX: 631.415.2x50 TA13LE Rg05.1.1 (2): UNDERLAYMENT APPLICATION: • FOR ROOF SLOPES OF 2:12 TO 4:12, UNDERLAYMENT SHALL BE (2) LAYERS APPLIED IN THE E: D5TE15ELe0PTONLINE.NET FOLLOWING MANNER: APPLY A I STRIP OF UNDERLAYMENT FELT PARALLEL TO AND 5TARTIN6 AT THE EAVES. 5TARTIN6 AT THE SAVE, APPLY 36" WIDE SHEETS OF WWW.DISLARGHITGTUR .VPWI=B.GOM UNDERLAYMENT, OVERLAPPING SUGGE551VE SHEETS 1W, AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. 1101 HAVERLY AVE., HOLTSVILLE, NY 11742 • FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND 5TARTIN6 FROM THE EAVE AND LAPPED 4". END LAP5 SHALL BE 4" AND SHALL BE ROAD SIDE PROJECT TITLE: - OFFSET BY 6 FEET. PROPOSED POOL HOUSE TA13LE Rc105.1.1 (3) UNDERLAYMENT ATTACHMENT: • THE UNDERLAYMENT SHALL BE ATTACHED WITH GORRO510N-RE515TANT FA5TENER5 IN A GRID PATTERN OF 12" BETWEEN 51DE LAPS WITH A 6" 5PAGING AT THE 51DE LAPS. NEW WOOD 5HAKE5 I SHINGLES • UNDERLAYMENT SHALL BE ATTACHED U51NG METAL OR PLASTIC GAP NAILS OR GAP STAPLES UN PER HOMEOWNER OVER UNDERLAYMENT. WITH A NOMINAL GAP DIAMETER OF NOT LE55 THAN I". METAL GAPS SHALL HAVE A A THIGKNE55 OF AT LEAST 32 6A. SHEET METAL. POWER-DRIVEN METAL GAPS SHALL HAVE A ,�_(� GONTINUOU5 IGE SHIELD BARRIER THICKNESS OF 0.01". MINIMUM THIGKNE55 OF THE OUTSIDE EDGE OF PLASTIC GAPS SHALL BE FROM FA561A TO 2'-0" BEYOND PROJECT LOCATION: 0.035". THE GAP NAIL SHANK SHALL BE NOT LE55 THAN 0.083" FOR RING SHANK GAP NAILS PLATE. REFER TO DETAIL, THIS SHEET. AND O.OaI" FOR SMOOTH SHANK GAP NAILS. STAPLES SHALL NOT BE LE55 THAN 21 6A. GAP j ' 116 A 5T ROAD, NAIL SHANK AND GAP STAPLE LE65 SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE ������ , ,��, � � CUTCH®SUE, NY I I�35 THROUGH THE ROOF SHEATHING OR NOT LE55 THAN 3/4" INTO THE RooF SHEATHING. _ - - X -_ _ _ _ X ;� X r_- -- . X ,�\ \ -.\ X __->! X \r__\ _- ,-- _ X-- _y-- _\ \ y- - - - i ' \� Ra05.1.2 IGE BARRIER: m ' °' DESIGNER: IGE: BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, N LCY DES I�NGRO MINERAL-5URFAGED ROLL ROOFING, SLATE AND SLATE-TYPE 5HINCLE5, WOOD SHINGLES AND j UP WOOD 5HAKE5. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OFi LOAD BEARING WALL BELOW 151 LAFAY TT 5T., 2ND. FL., r----------- ----- ------------------------------------------------------------------ UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST E06E5 E NEIL YORK, NY 10015 OF ALL ROOF SURFACES TO A POINT NOT LE55 THAN 24" IN51DE THE EXTERIOR WALL LINE OF o LOU 15 YCH THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8:12, THE IGE BARRIER SHALL AL50 BE APPLIED NOT LE55 THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE CA EA'VE EDGE OF THE BUILDING, l • EXCEPTION: DETACHED ACCESSORY 5TRUGTURE5 NOT GONTAINING CONDITIONED FLOOR x AREA. 5r=AL AND 51 C NATURE: O QED AR TABLE R405.�1.5 (2) INSTALLATION NOTES: (2) 2x10 RIDGE ��Ci sr SF�T�c� NAIL REQUIREMENT5 FOR WOOD 5HAKE5 AND WOOD 5HIN(5LE5 I. WOOD SHINGLE ROOF SHALL COMPLY WITH ALL U �i � PROVISIONS OF SECTION Ra05.-1 t 5HAKE5 NAIL TYPE MINIMUM MINIMUM 2. WOOD SHAKE ROOF SHALL COMPLY WITH ALL AND MINIMUM HEAD 51ZE SHANK DIAM. PROVISIONS OF SECTION R x05.8. LENGTH 9 030h3°' C'..! 18" 5RAI6HT-5PLIT 5d BOX 13/4" O.I9" 08" o 18° AND 24° 6a Box 2° 0.161" .oa15° ® NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS HAN05PLIT AND BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION RESAWN `'a AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S x cv X. \ Y. Y YV" V I RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 24" TAPER-SPLIT 5d BOX 13/4" O.IQ" .08" I Q \ THE GOVERNING BUILDING DEPARTMENT. THE ------------ ----------------+a- ----- -- . X. X. , < X X X X X X LOAD BEARING WALL BELOW ARCHITECT DOES NOT RECOMMEND AND DOES NOT IS" AND 24" TAPER5AWN (6d BOX 2" O.IQ" .0g15" 4 _- _ - _ _ _,`�,. _ ` .- ------------ --------------------------� GUARANTEE THAT 50LELY BY THE PREPARATION OF \� i / THESE PLANS SHALL CONSTRUCTION OGGUR. SHINGLES Y, x Issues and Revisions 1j Date Issues and Revisions O I I PRELIMINARY DE5ION I6" AN[? 18" 3d BOX 1 1/4" O.IQ" .08" N i I 2/12/Iq OT FOR GON5TRUGTION) 24" 4d BOX 1112" O.IG" .08" 2/13/14 PRELIMINARY DESIGN � Q' I E IOR RA E O EN i � (NOT FOR GONSTRUGTIO mPRELIMINARY DESIGN "E" LL 5 2 P.T. F MIN 3/13/19 NOT FOR CONSTRUCTION x 3/22/Iq PERMIT SET /X\ X\ i� I f 3/25/19 PERMIT SET (SIMPSON ST =� � � � � � y/\ �\y x/fix � RONG-TIE DBTU \� 4/2/19 PERMIT SET �t RAILING . - - -- -- \ v LG IProject No. JOIST P05T POOL 51DE A PREPARED EXCLUSIVELY FOR SCTM #: (51MP5ON STRONG-TIE 1-18) (51MP50N 5TRON5-TIE DRTB) _b 1000-110-7-2 Scale: A5 NOTED 2'MINI UM I ` � � Drawn By: PLS f o 51DEGOVERR i ! a °U-°I f nn ° �• � � f`! Date: I/30/201 q (SIMP50N 5TRONO-TIE ABU44) • � O � O I,II I' 0 (51MP50N STRONG-TIE PG) D GK G0NNE(feTION DETAILS TYPICAL BGS POST GAP ! BASE INSTALLATION GOOF PLA' I C) ` Prof. North DAi� 4 OF 10 N.T.S. SCALE: I/4"= I'-0" DO NOT 5CALE PR I NT5 i � E L ARCHITECTURE PLLC CONTINUOUS RIDGE VENT, TYP. PH: 631.816.5518 12"x 18" GABLE END ATTIC WOOD 5HAKE5 / SHINGLES TO PAX: 651.415.2x50 VENT WITH INSECT SCREEN, MATCH EXISTING DWELLING, TYP. ICE AND 5NOW TYP. STARTEANE R COURSE5,ROOF E: D5TE15EL@0PT0NLINE.NET T.O RIDGE d VALLEYS T.O. RIDGE -- - moi �r ��r 6=11-1 � "" ""— WWW.DIESELARGHITEGTURE.VPWES.GOM GURVED ROOF TRANSITION, STEEL WINDOWS, TYP.FACTORY CASEMENT 12 I—�� - TYP.I = y - k- - - - = 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 L L -y "LIVE EDGE" CEDAR CLAPBOARD �_ _ 11 i _ SIDING OVER AIR INFILTRATION EA E DE AIL _ �� 1--- PROJECT TITLE EAVE DETAIL TO MATCH EXISTING DWELLING, TYP, �I I_. 1. 12 T.O. PLA OL,,_ PROP05r=) POOL HOUSE 12 -� �� -� -� -� _T.O. PLATE 3 © I H T I I I I I I YLf_ TTO PL _ �,�� �� �� �� �� ���� -� - �, PLAT -- - T.O. PLAT g -� -� -1, - ��, ��,��,-���-�,rte, ti,-�-�.,-�, ��--�,���_, ��,��. �ti,��,��,���J ��,�� �ti. ��,��,r-��-�,��,-����, �� --�� ,--�_. �� �� ^.� --�� --�� ,--�� �. �, --�� �_,�--�� •-�. --�� ,--�� ^.� �� --�_, .-�J � . �._, --��. ._. �� --�,^-_, �� ^�, --�_, ,--�� EAVE DETAIL TO �—� ---_— PROJECT LOCATION.,MATCH (STING 2 �.-� �� -� r -� ���� DWELLIN , TYP. Qi LIVE ED E" j n� 1 I(�5 NEST CEDAR �-, ���� ,�� �� �� �� ^� L �� 1 GLAPBOARD � � � � CUTOHO�UE, NY I Ig35 SIDING OVER AIR �_. �_. �_. �_.�_. .�_. ^��_. ���� �� _. �_. �_ INFILTRATION \ ��:-`ter -�,: ��...,•-��,:- ��.� -•��' •��`-\.�^--�, -�, ,ter'-� � :-\� •�, `r,- �..� .� --�.,,.�.•-- ,� � i--� �� i-�. ,--��:��. �_.,--� I � ,--�..._ ��:^ _:%`_.:��:^�: --�-�,.%'��;,"��.; BARRIER. TYP. ^� _, �_.-�_.-�_, �_. �_, �_,�_. FIRST FL. FIRST FL. FIRST FL. EL. 1q.4 t L�E51 C NER: ri GRADE EL. ITLO ± � � , 151 LAFAYETTE 5T. ANO. L. p ALL NEW WINDOWS SHALL i I NEW YORK NY 10013 -� HAVE DOUBLE PANE LOW "E" GLAZING. ALL I LOU 1 YOH �1' ------------------------------------------------------------------------------------------------------------------- WINDOWS TO BE FLASHED ------------------------------------ -,- ------- --------------------------------------------------,-1------------------------------------- , ---------------------------------------------------------------- -------- AS PER MFG. -------------------------------------- ------- ---------------------------------------------------L-- SPECIFICATIONS, TYP. MASONRY LANDING MASONRY PATIO WITH WITH BLUE5TONE POURED GONG. BLUESTONE PAVERS, POURED GONG. PAVERS, TYP. FOUNDATION WALLS d WITH TRELLIS ABOVE. FOOTINGS, TYP. FOOTINGS,O fTWALLS 4 SEAL AND 51 GNATURE: LEFT SIDE ELEVATION- WEST FRONT ELEVATION- SOUTH (FOOL-SIDE) 0� AR yiT ST SCALE: 1/4"= I'-O" SGALE: 1/4"= 1'-O° caG�. �SFIFO * 4 l r. 0 2nA NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 BEEN ADVISED THAT PRIOR TO ANY GON5TRU6TION AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER-5 RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM THE 6OVERNIN6 BUILDING DEPARTMENT. THE _ ARGHITEGT DOE5 NOT REGOMMEND AND DOE5 NOT GUARANTEE THAT SOLELY BY THE PREPARATION OF - 12 L1 THESE PLANS SHALL GON5TRUGTION OGGUR. �`"^" I I Issues and Revisions IL- ., J BOARD AND BATTEN LDate issues and Revisions SIDING, TYP. _ _ - PRELIMINARY DESIGN "A" d "B" I I�JI__l �J!— L_JI�� �l -. - - - _ - - -- - - 2/12/Iq NOT FOR CONSTRUCTION J J _ �ll�_ Il-1 L I—JI—.!_ i.�' PRELIMINARY DESIGN "G" 12 �� �� ^J���� �,�,�,�, ���, NOT FOR GONSTRUGTION T.O. PLATE - - - 11 1 1 - PRELIMINARY DESIGN "D" TT 12 � _ .l__ 1=ITI II i L�_ 2n3I1q OT FOR GONSTRUCTIOtJ - - 3/13/Iq PRELIMINARY DESIGN "E" I PLATST.O. PLATE IT T II II _ 11 !I II II -T II I _ I_ I _! ! ! II II I I I Il 1 --II I I II II II II I 1 I I I! II T.O. PLATE OT OR CONSTRUCTION PERMIT SET ON 3/25/Iq PERMIT SET -- _ n 4/2/1q PERMIT SET A 2/10/20 PROPOSED CORRECTIVE WORK. REVISED TO REFLECT FIELD CHANGES � Pro ect No. 117-115 .�,_, ,-r,� ,-�, ,-�, ,--�,.-�, ,-�, ,-�, ��, -�,�-�. .-�, •-� �, -�. -.. -�, �-�, -�, --�,�-�.� ..� -�, -�,--�,-�, -�, ��, --�, � I I I I i III I I I ''H� � � � � I - -- -- PREPARED EXCLUSIVELY FOR SCTf'1 #: FIRST FL. �- ti ti "�' FIR5T FL. FIRST FL. Hill 1 11 1000-1 10-1-:2 Scale: AS NOTED I WITH B UESTONE Drawn By: PLS PAVERS, TYP. ________________________________________L----____________________-_1___________________-_-____-_---_____----_______-_ _- Date: 30/201 cl _______ _______________________________ L ice:C C HT 51 ISE ELEVATION- EAST REAR ELEVATION- NORTH (STREET VIEN) Proj. North SWC• � 0� 10 C);SGALE: 1/4"= 1'-0" SGALE: 1/4"= I'-0" NOTE: I. ALL INTERIOR WALLS IN PRE%URE TREATED LUMBER (R311): F I N I5HE5: 4'o.G.NAIL 5PAGING BATHROOMS AND OTHER PROTECTION OF WOOD 4 WOOD BASED PRODUCTS FROM DEGAY I. WALL AND 6EILIN6 FINISHES SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. CODE 05HEATHIN6 ROOF RAFTERS A5 PER PLAN OF WALL EQUALS CL OF VENT PIPE HIGH MOISTURE AREAS 4 1/2" SHALL BE FIN15HED WITH �`--�` ARCHITECTURE, PLLO SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF TABLE 8102.3.5. �==� ' - � MOISTURE RESISTANT NATURALLY DURABLE WOOD OR WOOD THAT IS 2. INSULATION SHALL BE IN ACCORDANCE WITH 2015 NY.S. CODE, CHAP. il,TABLE L 2x6 INTERIOR FRAMING ® 161, O.G. GYPSUM BOARD 4 GEMENT PRE)ERVATIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE N1102.1.2 BOARD IN TO 8 SHOWER. PH: 631.816.5518 SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRE5ERVATIVE5 3. INTERIOR WALL GOVERIN6 SHALL BE IN ACCORDANCE WITH 2015 N.Y.5. CODE G 1/2" GYPSUM BOARD 2. LOAD BEARING WALL5 SHALL BE LISTED IN SECTION 4 OF AWPA UI. SECTION R102. SHALL HAVE 50LID (2) 2x4 TOP PLATES PAX: 631.475.2150 I. WOOD .1015T5 OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR 4. EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. CODE I VENT PIPE STACK BLOCKING PLACED WHEN CL05ER THAN 15" OR WOOD ORDERS WHEN GL05ER THAN 12" TO SECTION R103. BETWEEN STUDS b 4'-0" (1) LAYER 1/2" GYP. BD. EA. DSTEISEL®OPTONLINE.NET THE EXPOSED 6ROUND IN CRAWL SPACES OR UNEXCAVATED AREA 5. ROOF SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH 2015 N.Y.5. CODE 'S \ ,\ O.G. VERTICALLY. 5IDE OF FRAMED WALL (U.o.N. LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 5EGTION 8105. 2� ` �- >� ) 2xb BASE PLATE ON PLANS) WWW.DIESI:LARGHITEGTURS.VPWES.GOM 2. WOOD FRAMIN6 MEMBERS THAT REST ON CONCRETE OR MASONRY b. ALL INTERIOR WALLS IN BATHROOM5 AND OTHER HIGH MOISTURE AREAS SHALL BE i EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM THE FIN15HED WITH MOISTURE RE515TANT 6YP5UM BOARD 8 GEMENT BOARD IN TUB 8 ;` 2x4 STUDS SPACED @ Ib° 1101 WAYERLY AVE., HOLTSYILLE, NY II742 EXPOSED GROUND. SHOWER2x4 OUTLOOKERS + PLY. SUBFLOOR O.G. N.O.N. ON PLANS) 3. SILLS $ 5LEEPER5 ON A CONCRETE OR MASONRY SLAB THAT 15 IN 1. M015RJRE VAPOR RETARDER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 5IDE DIRECT CONTACT WITH THE GROUND UNLE55 SEPARATED FROM SUCH OF THE INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGSSINGLE FLOOR JOIST SLAB BY AN IMPERVIOUS MOISTURE BARRIER. GOMPRI51N6 ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN AGGORDANGE WITH Simpson Strong-Tie I PIPE UNDER 2x6 VENT 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MA50NRY OR 2015 N.Y.5. CODE SECTION R31b. H2a INTERIOR WALL WALL BASE AS PER PROJECT TITLE: HOMEOWNER CONCRETE WALLS HAVING CLEARANCES OF LE55 THAN 112" ON TOPS, b. R302A FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND GABLE END WALL IFLOOR LINE PROPOSED POOL HOUSE SIDES 4 ENDS. CEILING FINISHES. FLAME SPREAD AND SMOKE-DEVELOPED INDEXES FOR WALL AND I 5. WOOD 51DIN6, 5HEATHIN6 AND WALL FRAMING ON THE EXTERIOR OF CEILING FINISHES SHALL BE IN ACCORDANCE WITH 5EGTION5 R302A.1 THROUGH NOTE A a11LDIN6 HAVIN6 A CLEARANCE OF LE55 THAN 6" FROM THE R302A 4. WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT I.REFER TO SEGTION 11.3.4G GREATER THAN 200 (R302.q.1). WALL AND CEILING FINISHES SHALL HAVE A OF THE I^FGM GROUND OR LE55 THAN 2„ MEASURED VERTICALLY FROM CONCRETE SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (R302.g2). STEPS, PORCH 5LAB5, PATIO SLABS AND SIMILAR HORIZONTAL RAGE 01/ERI-IANG L I M I T5 DETA I J... °FOORN�I'N� RSEGTION TYP I G, L. NEVA! INTERIOR MALL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS 5UPPORTIN6 MOISTURE-PERMEABLE EXTERIOR WALLS INTERIOR 5 SCALE: N.T.S. SCALE: I-I/2"= I'-o" (TYPICAL) SCALE: N.T.S. NON-RATED FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS NEW EXTERIOR WALLS TO BE NEW INTERIOR WALLS TO BE PROJECT LOCATION: CONCRETE OR MA50NRY SLABS, UNLE55 SEPARATED FROM SUCH CONSTRUCTED W/ 2x6 STUDS @ CONSTRUCTED W/ 2x4 STUDS FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 1. WOOD FURRING STRIPS OR OTHER WOOD FRAMIN6 MEMBERS 16" o.c. WITH R-21 BATT IN5UL. 16" o.c. UNLE55 OTHERWISE 11AEBT R®AD, ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MA50NRY UNLE55 OTHERWISE NOTED. NOTED ON PLANS 2015 N.Y.S. CODE TABLE 8301.2.1.2 GUTGHOOUE, W 1I�55 WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN REFER TO AIR 5EALIN6 NOTES WINDBORNE DEBRIS PROTECTION FASTENING APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL 4 THE DETAILS. SCHEDULE FOR WOOD STRUCTURAL PANELS FURRIN6 STRIPS OR FRAMIN6 MEMBERS. FIETREATMENT (R.311.1.1): FASTENER FASTENER SPACING LD FIELD GUT ENDS, O O TYPE PANEL SPAN 4 FEET< b FEET < A. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A --___-___________-- DESIGNER: NOTCHES 4 DRILLED HOLES OF s < 4 FEET PANEL SPAN PANEL SPAN REFER TO PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN FIRST FLR: SET WINDOW DOOR HEAD AT T-0" A.F.F. (TYP) UNLE55 <b FEET <e FEET 33-FOOT MEAN ROOF HEIGHT. TABLE R501.2.1.2 FOR ��� DE�IGNGROUP #8 WOOD SCREW BASED B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE _ '` _ '„ FASTENING SGHEDULE ACCORDANCE WITH AWPA M4. . OTHERWISE NOTED ON THESE PLANS. lb" lo" b" WOOD STRUGTURAL PANEL. FASTENERS SHALL BE C-ROW CONTACT (8311.1.2): ANCHOR WITH 2 LOCATED A MIN. OF I FROM THE EDGE OF THE PANEL. _== `____- WIND-BORNE DEBRIS ISI LA AYETT 5T. SND. L., EMBEDMENT LENGTH •i;; o WOOD STRUGTURAL PANEL ALL WOOD IN GONTAGT WITH THE GROUND, EMBEDDED IN GONGRETE IN = ALL WINDOWS d DOORS TO RECEIVE PROPER FLASHING AS PER G. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL A---u--- -- DIRECT CONTACT WITH THE 6ROUND OR EMBEDDED IN CONCRETE #10 WOOD SGREW BASED „ GOVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN ;! I 1 " -f/Ib" PLYWOOD MIN. I' E `I YORK NY 10015 MANUFACTURERS SPEGIFIGATIONS IBC R60Q 8103.4 ANCHOR WITH 2" Ib 12 q 2 INTO THE BUILDING FRAME AND A MIN. OF 2 1/2 INGHES EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES " EMBEDMENT LENGTH FROM THE EDGE OF CONGRETE BLOCK OR GONGRETE, AND •r°____- ' - °li H INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED INTO STEEL FRAMING A MIN. OF 3 EXPOSED THREADS. LOU I Y®H PRE55URE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND STORMWATGH WINDOW5: I/4" LAG SCREW BASED Ib" Ib" Ib" D. PANELS ATTACHED TO MASONRY OR ALL NEW WINDOWS SHALL MEET OR EXCEED REQUIREMENTS AS SET ANCHOR WITH 2" CONTACT USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW � EMBEDMENT LENGTH MASONRY/STUCCO SHALL BE ATTACHED UTILIZING GROUNDWATER LEVEL OR CONTINUOUSLY SUBMER6ED IN FRESH WATER FORTH IN CODE SECTIONS 8303 4 8310 AND MUST EITHER HAVE VIBRATION-RESISTANT ANGHORS HAVING AN ULTIMATE SHALL NOT BE REQUIRED TO BE PRE55URE-PRE5ER/ATIVE-TREATED. STORM WATCH PROTECTION OR FOLLOW THE REQUIREMENT5 OF WITHDRAWAL GAPAGITY OF NOT LESS THAN 1,500 POUNDS. GODS SECTION 8301.2.1.2 (SEE DETAIL, TH15 SHEET, FOR R30I.2.1.2 PROTECTION OF OPENINGS. THIS DETAIL APPLIES ONLY SEAL AND SIGNATURE: REQUIREMENTS) EXTERIOR GLAZING IN BUILDINGS LOCATED IN HINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WME30RNE DEBRIS SHALL MEET THE REQUIREMENT5 OF THE LARGE M15511 F TEST OF A5TM E Iqqb AND A5TM E Ibbb AS MODIFIED IN SECTION 3012.12.1 GARAGE DOOR GLAZED OPENING WHEN DWELLING 15 ARc -- - -- PROTECTION FOR HIND13ORNE DEBRI5 SHALL MEET THE REOUIREMENT5 OF AN APPROVED IMPACT-RE515TIN6 STANDARD OR AN51/DA5MA 115. GONSTRZTED WITHIN `�.��0 sT iS P05TING ® BEAM5: LVL FASTENING REQUIREMENTS: SMOKE: DETECTORS: G.G. SHALL REFER TO EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF b FT. SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL WIND�ORNE DEBRIS REC ION. �o NEW SMOKE. DETEGTOR5 ARE GG TO INSTALL 51MP50N 'SPG" BE PRECUT AND ATTACHED TO THE FRAMIN6 SURROUNDING THE OPENING CONTAINING THE PRODUGT WITH THE GLAZED OPENING. PANELS SHALL BE PRE-DRILLED AS REQUIRED TO BE HARDWIRED AND 6ALVANIZED METAL POST MANUFACTURERS FOR THE ANGHORA6E METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND (IN LIEU OF STORM WATCH SPECIFICATIONS HHEN 41 << Q INTERCONNECTED AND ARE TO GAPS AT ALL POSTS/BEAM 5 E CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE 8301.2(2) OR ASCE 1 WITH THE PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE PROVIDED �G WINDOWS o BE INSTALLED AS PER N.Y.S. FASTENING MULTIPLE MEMBERS � � AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 �, a3 CONNECTIONS. REFER TO o3° 2015 CODE SECTION 8314. P05T CONNECTION DETAILS, TAKE INTO AG( WHETHER FT OR LE55 WHERE THE ULTIMATE DE516N WIND SPEED 15 1&0 MPH OR LE55. \, ONE CARBON MONOXIDE THE BEAM 15 "TOP LOADED" OR rE of N ON EACH 15 TO BE INSTALLED LEVEL A5 PER N.Y.5. SHEET A-4. "SIDE LOADED". STORM PANEL DETAIL (IN LIEU OF STORMWATGH NINDONS) NATE: BY INCLUSION OF THIS NOTE, THE OWNER HAS 2015 CODE SECTION 8315. BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM TYPICAL NEW ROOF CONSTRUCTION: 2) 2xf0 RIDGE WITH THE 6OVERNIN6 BUILDING DEPARTMENT. THE NOTE: NEW WOOD 5HAKES/5HINOLE ROOFING OVER NTINUOUS RIDGE VENT ARCHITECT DOES NOT RECOMMEND AND DOES NOT ALL CONNECTIONS TO UNDERLAYMENT W/ IGF $ WATER5HIELD TO GUARANTEE THAT SOLELY BY THE PREPARATION OF CONFORM TO 2015 N.Y.S. EXTEND FROM THE EAVES EDGE TO A POINT AT PR POSED 2x4 G.T. 0 Ib" THESE PLANS SHALL GON5TRXTION OCCUR. BUILDING CODE. LEAST 24" INSIDE THE EXTERIOR WALL LINE OF O.G. TO BE PLACED IN THE THE BUILDING, 1/2" COX 5HEATHING, 2x8 ROOF _TOP OF RIDE __ __ UPPE THIRD OF ATTIC 12 TOP OF RIDGE _ Issues and Revisions RAFTERS 0 Ib' O.G. d RAFTER TIES AS PER --- -- -- NOTE: DETAIL SHEET. o S Date Issues and Revisions REFER TO DETAILS FOR p 12 PRELIMINARY DE51ON SILL PLATE TO FOUNDATION 82/12/19 STRAPPING G.J. ® Ib" O.G., BRIDGING ® = NOT FOR GONSTRUGTION CONTINUOUS ALUMINUM FLASHING AT ALL ,P b'-0" D.G. MAX. Q 1/2" GYP. BO K 2/13/19 PRELIMINARY DESIGN ROOF TO ROOF INTERSECTIONS, TYPIGAL O ' (NOT FOR CONSTRUGTION) TYPIGAL NEW ROOF CONSTRUCTION: 3/13/19 PRELIMINARY DESIGN "E" NEW WOOD SHAKES/SHINGLE ROOFIN6 OVER OT FOR CON5T'RUGTION R-49 IN5UL. UNDERLAYMENT W/ IGE d WATER5HIELO TO EXTEND 12 FROM THE EAVES EDGE TO A POINT AT LEAST 24" 3/22/19 PERMIT SET SIDING PER ELEVATIONS, OVER AIR _TOP O�PLATE __ __ 3 © `'`'ox K IN51DE THE EXTERIOR WALL LINE OF THE BUILDING /2" INFILTRATION BARRIER, I/2" 05B , ., vv ,�t,,,x I _ _ 12 GDX SHEATHING, 2x10 ROOF RAFTERS ® Ib" O.G. 8 2 /19 PERMIT SET h �F ., RAFTER TIES AS PER DETAIL SHEET. CONTINUOUS ICE SHEATHING (2) 2xb TOP PLATE, xb `''" 3 SHIELD TO EXTEND TO RIDGE FOR 2 : 12 TO 4:12 ROOF 2 , .�� � ..���;1.r., � _ 4/2/19 PERMIT SET STUDS Ib" O.G., (!) 2xb BOTTOM _ v �5� N ,�p I I (2) 1 3/4"x If V4" LVL 2x10 LE GER BOARD PITCHES REVISED TO REFLECT FIELD CHANGES PLATE, 5 1/2" (R-2U INSULATION, 8 _ TOP OF PLATE _ ''' (L hq FOP�M � � �SFp C ___ TOP OF PLATE 2� 2/10/20 PROPOSED GORREGTIVE WORK. I/2" GYP. BD. cv ��� gpRP A O'AM llY�C „ -� 4 GUTTER5 d LEADERS, SIZED d (2) 2xb PRE55URE TREATED SILL PLATE KI; PITCHED AS PER NY5 BUILDING CODE, BOLTED W/ STEEL BOLTS A5 PER TABLE -N r! TABLE PI106.6. 3.2B, SHEET A-1 a 12" FROM EA. CORNER W ; / -� i -� �''A Project No. FA TERMITE SHIELD 4 SILL SEALER TYP.- = 3i SCIA/SOFFtT/FRIEZE BOARD DETAIL TO Z Z 'I REFER TO ANCHOR BOLT DETAIL. SHEET MATCH EXISTING DWELLING. r'I A=1. I I cv 13/4"x 117/b" LVL FLOOR N POOL 5IDE =� x 3 JOISTS a ib" O.G. W/GROSS � ROAD 51DE PREPARED EXCLUSIVELY FOR SCTN #: i4FINISH FLOOR SELECTION BY OWNER ? BRIDGING MIDSPAN. 0o OVER 3/4" T46 PLYWOOD =_I 1000-110-1-2 SUBFLOOR (SGREW 4 GLUE), TYP. FURNISH 4 INSTALL 2x12 PRESSURE TREATED LEDGER W. ANCHORED WITH 1/2" II 1/5" TJI 3bO F.J. ® Ib" O.G., DIAM. 6ALV. METAL EXPANSION BOLTS TO Scale: AS NOTED n FIRST FLOOR BRIDGING a b'-O" O.G. MAX. u„ FOUNDATION ® Ib" O.G. 5TA6GERED _ EL. Iq_.4 ± __ __ R-30 IN5UL. _ R-30 IN5U Ai FIRST FLOOR 6 AD f' Drawn By: DLS GRADE R-30 INSUL. REBRADE S RE UIRED EL. 17.0 t REGRADE AS R QUIRED ` (3) 1 3/4"x 11 7/b" GRAWL SPADE 5 IJ2"x 12" APB- =,r, z ' LVL- DROPPED DROPPED ' Date: I/30/201q ON INTENDED FOR STORAGE AND/OR `�' �+ I I" PREMOLDED I '" m IJOINT FILLER, TYP. F L-FIRED APPLIANGE5 (PER IRC R302.13) 1 FRENCH DRAIN: 4" DIA_PERFORATED PIPE SURROUNDED BY GRAVEL 4 PROTECTED BY GEOTEXTILE COVER. G.G. SHALL I, . L________J -------- I1-451ALL SAID DRAIN PIPE AROUND ENTIRE PERIMETER NEW SLAB (TYP)! (IN COMPLIANCE: WITH 2015 IRG. SEGTION R506): OF FOUNDATION WALLS AND LEAD AWAY FROM THE 4" POURED GONGRETE SLAB REINF. W/bxb WI.4x WIA WELDED STRUCTURE INTO A DRYWELL. d? WIRE MESH OVER GLASS I, EMIL VAPOR RETARDER. REFER TO LOAD BEARING 2xb FRAMED 2 2015 IRG, TABLE 8402.2, SHEET A-1 FOR GONG. STRENGTH. KNEE WALL IN CONTACT WITH THE MEMBRANE WATERPROOFING OVER FIBER MESH OVER NEW 8" C "A-All BELOW SLAB: 6" MIN. THICK BASE COURSE CONSISTING OF GONGRETE SLAB SHALL HAVE E POURED CONCRETE FOUNDATION WALL ON lb"x8" OF. POURED JtEGTI OAC II f� -A II GLEAN GRADED SAND, GRAVEL, CRUSHED STONE OR CRUSHED PF2ESSURE TREATED SILL PLATE. GONG. FTG. REINF W/ (2) #4 REBAR 4 3" COVER MIN., ON Proj. North PAO 6 OI 10 j� BLAST-FURNAGE SLAG PA551NG A 2" 51EVE SHALL BE PLACED UNDIST. SOIL (2000 PSF BEARING GAPAGITY), TYP. BOTTOM 0SCALE: 1/4"= 1'-0" WATER _ ON THE: PREPARED 5U56RADE. OF FOOTING TO REST OFT ABOVE HIGHEST HATER TABLE OR �� �®� 5C ��� ��I��� -�}-- -- -- -- - GON5ULT WITH ENGINEER, TYP. RAFTER TO STUD MTL CONNECTOR OR AT EVERY WALL OPENI STUD TO STUD METAL CONNECTOR,AS CONTRACTOR SHALL EXTEND METAL 5TRAPPING TYPICAL STAIR NOTES: I CONDITION REQUIRES UP TO 2nd FLOOR STUDS AS PER STRAPPING DETAIL ///���GUT PLATE TIED WITH 25 GAGE 1. & 1/4" MAX. RISER HEIGHT, G" MIN. TREAD DEPTH AS PER E L / STEEL AN6LE OR EQUIVALENT CRIPPLE STUDS 2011 NY5 GODS SUPPLEMENT SECTION 311.-1.5.1 AND 311.1.5.2. / FIREBLOGKING AROUND PIPE A r DOUBLE TOP PLATES 2. PROVIDE N051NG5 AS PER 2015 IRG CODE SECTION ARCHITECTURE, PLLG / (STAGGERED 24"MINS 311.-1.5.3 TREAD DEPTH SHALL BE 11" MIN. WHERE NO NOSING IS PROVIDED. ° - 5EE PH: 651.816.5518 3. PROVIDE ILLUMINATION AT STAIR AS PER 2015 IRG CODE R3113A. 1/2" THICK COLUMN 1=AX: 651.4'15.2x50 4. HANDRAIL REQUIREMENT5: A5 PER 2015 IRG CODE TYP. ROOF CONSTRUCTION: BASE PLATE, I/4" 51MP50M H2A GLIPS FROM 2-0ROOF 5HINGLE5 OVER 15# FELT PRE-DRiLLEp E: DSTEI5EL@OPTONLINE.NET STUD TO RAFTER SECTION R311.�.&, HANDRAILS HAVING MINIMUM AND PAPER OVER �" CDX 5HEATHING 1" LEVELING PLATE HEADER s1MP50N STRAPPING # G520 MAXIMUM HEI6HT5 OF 34 INCHES AND 38) VARIES INCHES, OVER ROOF RAFTERS. PROVIDE 3" MIN. TO BE SAME 51ZE � WWW.DIESELARGHITEGTURE.VPWEB.GOM MIN. 12" ON STUD MEASURED VERTICALLY FROM THE SLOPED PLANE CONTINUOUS ICE SHIELD BARRIER CONCRETE GOVER A5 COLUMN BA5E ARI FROM FASCIA TO 2'-0" BEYOND ALL AROUND COLUMN PLATE N ADJOINING THE TREAD NOSING, SHALL BE PROVIDED ON PLATE. CONTINUOUS ICE SHIELD TO 4 BA5E PLATE I" (MIN) NON 1101 WAVERLI' AVE., HOLTSVILLE, NY 11142 1-1/4" EXTEND TO RIDGE FOR 2 : 12 TO 20 GA. GALV. STRAPPING AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED �� � 4:12 ROOF PITCHES SHRINK GROUT MIN. 12" ON sTVD HANDRAIL5 SHALL BE GONTINUOU5 THE FULL LENGTH OF ` (4) 3/4" ANCHOR BOLTS o ��� (2) 2X6 TOP PLATE WITH MIN. 1" EMBEDMENT. 1/2" EXPANSION 0 oc THE 5TAIP5 WITH FOUR OR MORE RISERS FROM A POINT s 2x4 LEDGER JOINT FILLER ALL oc o DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A ------- _- METAL GLAD, I"x CONTINUOUS TOP OF AROUND FOOTING, PROJECT TITLE: gPOINT DIRECTLY ABOVE THE LOWEST R15ER OF THE CEILING JOIST EXTERIOR GRADE WOOD FASCIA GONGRETE SLAB NP FULL LENGTH WALL STUDS FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE 2X4 LOOKOUT A P OP®5 D POOL HOUSE HEADER 5TUD5 IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS h ALUMINUM SEAMLESS 4„ GUTTER, a i ° ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT I/2" GYP B SIZED 8 PITCHED AS PER NY5 a BUILDING GODS, TABLE PI106.6. Q a C r===� ------- �------ - --� ====T NOTA LES5 THAN 1.5 INCHES BETWEEN THE WALL AND THE VARIES VENTED VINYL SOFFIT (COLOR TO - ` , a ° °. . UPLIFT CONNECTION IS REQUIRED 0 HANDRAIL. BE SELECTED BY HOMEOWNER) TYP °- I II =__, ° I1II. i EACH END OF HEADER B AT BOTTOM " - I I I I I I I I I NOTE: OF OF HEADER STUDS IN ADDITION TO 5. FURNISH 4 INSTALL GUARD RAIL5 4 WOOD SPINDLES 11� =x11-1 4 _ ALL CONNECTIONS TO CONFORM TO I�I I I-I I l a I I I=1 I1=1 I I- CONNECTORS @ WALL STUDS 4 AT SPACED SO AS NOT TO PERMIT PASSAGE OFA 4" DIA. N.Y.5. BUILDING CODE. SEE SHEET BATT INSULATION N.O.N.) 'I-111-111=1 •� °° • n ° • 1 NIV--III-1' TOP � BOTTOM OF CRIPPLES $ JACKS AND KING STUDS 8 WRAPPED UNDER SPHERE, IN COMPLIANCE WITH 2015 IRG CODE SEGTfON IA-I FOR DETAILS. LEADERS TO DRYWELLS, TYP. "' _ m PROJECT LOCATION: I II II II II I � �- SILL PLATE (TYP) R312 NEW SIDING (TO BE SELECTED BY =1II=1II= 1=111=�' 1 I I I I 4 " " SEE PLANS a� HOMEOWNER) 3 T- 3 3" HOOK TYP. -II I=111=11' WALL TYPES III-111= FOR WALL FLOOR JOIST CONSTRUCTION 6 # 4 EACH WAY 5EE PLAN GUTCHOGU , W 11 35 HOU5-5052.5 HOLD DOWN (TYP) ANCHORS BY 'SIMPSON' WITH 5/5" THREADED ROD, WASHER & BOLT (TYPICAL AT BOTH SIDES) FRAMINO UPLIFT GONNECoTI ONS T`I'P I GAL I NTER I OR DESIGNER: `A'P I GAL a ALL NALL OPEN I NOS RA�T�i� oV�R�+A�� �. I M I TS GOLU�'f 1� STC. D�T� I L LGA PE51GNG1ROUP 151 LAAYETTE ST. 2ND. PL.otl ALE: N.T.5. SCALE: I/2"=I'-O" N.T.S. NEN YORKI NY 10013 (3) IOd NAILS DOUBLE TOP �,/ DOUBLE EACH SIDE OF PLATE LOUIS i OH STUD STUDS SIMPSON STRONCC TIE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTSp TABLE 402.1.2 GALV. METAL STRAP 2015 EGGGNY5 0 16" O.G. CLIMATE ZONE 4 (2x4 STUDS = 5P4) \� WALL STUD (2x6 STUDS = SPG) FENESTRATIION 5KYLIC GLAZED CEILING WOOD MASS WALL FLOOR BASEMENTG SLABd GRAWL SPACED SEAL AND S I C NATURE U-FACTOR U-FAGTOR FENESTRATION R-VALUE FRAME WALL R-VALUE R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE A TOP PLATE - TOP PLATE TO STUD CONNECTION a 5HGG b,e R-VALUE � DEPTH CORNER AND PARTITION POSTS GABLE END WALL ® I6" O.G. GODS PRESCRIBED 0.35 0.55 0.40 4q 20 OR 13 +5h 8/13 Iq 10/13 10, 2FT. 10/13 ��p APC; ;• BORED -� �.ST El,, HOLE MAX SINGLE- SCALE: N.T.S. SCALE: N.T.S. PROPOSED 0.30 NIA 0.2& 461 21 NIA 30 N/A NIA N/A DIAMETER STUD 40 a. R-VALUES ARE MINIMUMS. U-FAGTOR5 AND 5HGG ARE MAXIMUMS. WHEN INSULATION 15 INSTALLED IN A CAVITY WHICH 15 LESS THAN THE LABEL OR DE516N THIGKNE55 OF THE PERCENT I"x 4" WOOD OR IN5ULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LE55 THAN THE R-VALUE 5PEGIFIED IN THE TABLE. ,;1;=¢ n / OF STUD APPROVED METAL b. THE FENESTRATION U-FACTOR GOLUMN EXGLUDE5 SKYLIGHTS. THE 5HGG COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXGEPTION: SKYLIGHTS MAY BE EXCLUDED FROM DEPTH STRAPS AT 450 To EXTERIOR OR GLAZED FENESTRATION AND 5H6G REQUIREMENTS CLIMATE ZONES I THROUGH 3 WHERE THE 5HGG FOR SUCH SKYLIGHTS DOES NOT EXGEED 0.30. 600 ANGLES FOR BEARING WALL G. "15/14" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-Iq CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1115/ICI" MAX. 16" STUD SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF NOTE: BY INGLU51ON OF T1 15 NOTE, THE OWNER HA5 5/5 SPACING LET INTO THE HOME. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. IN. STUDS, TO BE NOTCH 50 95 BEEN ADVISED THAT PRIOR TO ANY GONSTRUGTION MAX OF THE d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS. INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET, WHICHEVER 15 LESS AND�IOR DEMOLITION WORK, IT SHALL BE THE OWNER'S MIN. 4 ATTACHED WITH IN CLIMATE ZONES I THROUGH 3 FOR HEATED SLABS. TO 5/5 IN. MIN. 2-&d COMMON NAILS PLATE WIDTH e. THERE ARE NO 5H6G REQUIREMENT5 IN THE MARINE ZONE. RE51PON5I13ILITY TO OBTAIN A BUILDING PERMIT FROM EDGE TO EDGE PER STUD a TOP 4 16 GAGE (0.0054 f. NOT APPLICABLE THE GOVERNING BUILDING DEPARTMENT. THE NOTCH MUST LBORED HOLE BOTTOM PLATES. IN) AND 1.5 IN. qq NOT APPLICABLE ARGHITEGT DOE5 NOT REGOMMEND AND DOE5 NOT NOT EXCEED MAX. DIAM 60% WIDE METAL TIE fi. THE FIRST VALUE 15 CAVITY INSULATION, THE SECOND VALUE 15 CONTINUOUS INSULATION, 50 13 + 5" MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. GUARANTEE THAT SOLELY BY THE PREPARATION OF 25 PERCENT OF DOUBLE APPLY APPROVED SHEATHING OR BRACE ACROSS AND TO 1. THE 5EGOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL. THESE PLAN5 SHALL CONSTRUCTION OGGUR. OF STUD STUD DEPTH EXTERIOR WALLS WITH I"x 4" DIAGONAL BRACES EAGH SIDE OF THE DEPTH BORED HOLES SHALL NOT LET INTO STUDS AND PLATES AND EXTENDING NOTCH WITH 6 - 160 Issues and Revisions BE LOCATED IN THE SAME FROM BOTTOM PLATE TO TOP PLATE OR OTHERNAILS EACH 51DE GROSS SECTION OF GUT APPROVED METAL STRAP DEVICES INSTALLED IN TOP LATE& **THIS PROP05ED ADDITION SHALL MEET THE OVERALL THERMAL PERFORMANCE A Date Issues and Revisions OR NOTCH IN STUD ACCORDANCE WITH THE MANUFACTURER'S PIPE REQUIREMENTS AND VERIFICATIONS OF THE ENERGY CONSERVATION CODE OF NEW YORKPRELIMINARY DESIGN SPECIFICATIONS. 5EE SECTION R 602.10. 2/12/19 NOT FOR CONSTRUCTION NOTCHED 4 BORED HOLE LIMITATION5 TOP PLATE FRAMING STATE-2016 BASED ON A CLIMATE ZONE OF 4A. (SECT. 402, ENERGY CONSERVATION CODE PRELIMINARY DESIGN FOR INT. NONBEARING NALL5 LET-I N-BRAG I NG WALL DETAIL TO ACCOMODATE PIPING OF NEW YORK 5TATE-2016). 2/13/19 (NOT FOR CONSTRUCTION) REFER TO ATTACHED RE5GHEGK. REPORT, DATED 2/7/2020. 3/13/19 PRELIMINARY DESIGN "E" SCALE: N.T.S. SGALE: N.T.5. SCALE: N.T.S. OT FOR CONSTRUCTION 3/22/19 PERMIT SET WALL STRUCTURE 3/25/19 PERMIT SET AS / PLAN ' ANCHOR BOLT REQUIREMENTS: IN5TALL ANCHOR BOLTS WITHIN L MAX. D L 4/2/19 PERMIT SET 12" FROM EA. CORNER TO i i FROM Q 2/10/20 REVISED TO REFLECT FIELD CHANGES EXTEND MIN. T" INTO POURED L/3 L/3 SUPPORT i 1 -0 LC3 t PROPOSED CORRECTIVE WORK. _ GONG. FOUNDATION WALL W/ I i ----`I .44 L NU 1 (2)2x P.T.SILL PLATE 1/2" 3.5" 50. WA5HER5. ANCHOR z D/6 I-.F-NOTGHE5-•-I (` -(��--MA To ALLOWABLE I DIAM.ANCHOR BOLTS A5 PER BOLTS SHALL ALSO BE PERMITTED MAX. I I Project No. I7- L!3 --� r"� L15 TABLE 32B(5EE DETAIL SHEET LOCATED WITHIN 6H-12" FROMMAX1 i I HOLE ZONE I A-U d 12'FROM EA.CORNER and 3-v2"x 3-I/2"x 1/e" THE ENDS OF EACH PLATE 1 1 D/6 MAX. r I/3 depth ' SECTION A5 PER WFGM D/3 r RAFTER/ GEILIN6 JOISTS ----+ -ren r�r�rrrr�nrr.7nmr��rl----- W.A5HER5 W/TERMITE 5HIELD d PREPARED EXCLUSIVELY FOR SCTM #: ✓��l�l%1/11��%l/111G1/1�''.. ----- MAX. 1/3 de th SILL SEALER TYP. SECTION 3.2.1.1. REFER TO WFGM TABLE 3.213, SHEET A-I FLOOR JOIST - CENTER GUTS 1000-110-'7-2 I >< GONG. FOUNDATION FOR ANGHOR BOLT 517E 4 I AS /PLAN SPACING REQUIREMENT5. Scale: AS NOTE17 MIN. CLEAR DISTANCE BETWEEN HOLES= WALL STRUCTURE 2x DIAMETER OF THE LARGER HOLE A5 / PLAN L NOTES: L/3 L/3 1 1 rr- D/3 Drawn By: PLS 1. HOLE(5) MUST BE LOGATED COMPLETELY IN THE MAX ROM HOLE FLOOR STRUCTURE �� � I 1 D/4 MAX. ABEAM HOLE ZONE, �M VERITI DW� AS /PLAN �()C� C�UNO MA 2. NO RECTANGULAR HOLES ARE ALLOWED. 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 31/2"-1" 3/4" I mo-NOTCHES D 4. TABLL= IS VALID FOR 51NOLE AND MULTIPLE SPAN (2)2x P.T.SILL PLATE W/MIN. -- _ �- I PERMITTED i D Date: I/30/201 eI 1114'-4 1/4" I I/2° 1/2"DIA.ANCHOR BOLTS MAX. UNIFORMLY LOADED BEAMS ONLY. TABLE IS NOT z D/4 MAX. ( 1 VALID F:OR CANTILEVER SECTIONS. 4 1/2,- 16, 2" SPACING AS PER TABLE 3213, 5. HOLE. LOCATION, CLEARANCE AND THE EFFECTS OF SHEET A-1 d 12" FROM EA. - BEAM DEFLECTION SHOULD BE GON5IDERED TO AVOID DEEPER THAN I6" 3" CORNER and 3-112'x 3-1/2"x PROBLEMS WITH PIPING. l/8"sq.WA5HER5 W/TERMITE FLOOR JOIST - END GUTS SHIELD d SILL 5EALER TYP. 2 I N. MIN. 6. DO NOT NOTCH, DRILL OR GUT GP LAM LVL EXCEPT A5 SHOWN IN THIS DIAGRAM. GONG. FOUNDATION -�-�/ FROM TOP �1, PIPE OR A5 / PLAN I I P. JO 1ST NOTCH I N DETAIL. BOTTOM AND D (ACTUAL CONDUIT AL1-ONABLE HOLES Ill &F LAM LVL ANGHOR OLT DTL (2015 N%r5 GODS, FIGURE R502.8) OF JOIST DEPTH) Proj. North DAIS. I Op 10 &5GALE: N.T.S. SCALE: 1/2"= i'-O" SCALE: N.T.S. DO NOT 5GALE PRINTS 2015 IRC BWLA BWLB BWLC i Spacing between BWL A-B Spacing between BWL B-C Table R602.10.5 Minimum Length of Braced Wall Panels Table R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING i ADJUSTMENT Minim s)Length ITEM# ADJUSTMENT STORY/ CONDITION FACTOR Gm apt APPLICABLE Method BASED ON SUPPORTING METHODS ARCHITECTURE, PLLO See Table R602.10.4 g Contributing Length TABL1.00103(1)BYMUS FACTpR Wall Height (inches) � B ].00 8 feet 9 feet 10 feet 11 feet 12 feet one story structure C 1.20 D 1.50 PH: 651.816.5518 4'Max. DWB WSP SFB,PBS,PCP,HPS BV-WSP 48 48 48 53 58 Actual B 1.00 two story structure C 1.30 SAX: 651.415.V50 Double sided-Actual 1 exposure category rY `y ( D 1.60 GB 48 48 48 53 58 Single sided=0.5 x Actual B 1.00 E: D5TEI5EL®0PT0NLINE.NET three story structure C 1.40 LIB 55 62 69 NP NP Actual D 1.70 YVYVYV.DIESELARGHITEGTURE.VPWEB.GOM SDC A,B and C ultimate � <5 ft. 0.70 4'Max. i design 28 32 34 38 42 roof only 10 ft. 1.00 wind speed<140 mph 15 ft. 1.30 1101 WAVERLY AVE., HOLTSVILE, NY 11'142 tu � 1 20 ft. 1.60 ABW SDC D o, 48 D 1 and,D 2 ultimate design 32 32 34 NP NP <5 ft. 0.85 --- wind speed 1140 mph 2 roof eave-to-ridge roof+1 floor 10 ft. 1.00 All methods Supporting roof only 16 16 16 18 20 48 height 15 ft. 1.15 PROJECT TITLE: PFH 20 ft. 1.30 PROPOSED POOL HOUSE c5 Supporting one story and roof24 24 24 27 29 48 <5 ft. 0.90 roof+2 floors 10 ft. 1.00 4'Max � PFG 24 27 30 33 36 1.5 x Actual 0 CS-G 24 27 30 33 36 Actual 20 ft. notpermitted SDC A,B and C 16 18 20 22 24 1.5 x Actual CS-PF 9 ft. 0.95 SDC DO Dl and D2 16 18 20 22 24 Actual 3 wall heigh any story 10 ft. 1.00 adjustment 11 ft. 1.05 Gn Adjacent clear opening height (inches) 12 ft. 1.10 number of braced any story 2 1'00 PROJECT LOCATION: 164 24 27 30 33 36 4wall lines 3 1.30 FIGURE R602.10.1.1 direction) 4 1.45 f BRACED WALL LINES 68 26 27 30 33 36 plan direction) 2:5 1.60 1165 AEBT ROAD, TYPICAL BRACED WALL PLAN � 72 27 27 30 33 36 fastened to the end d -- 76 30 29 30 33 36 5 additional 800 lbs top story only ud panel and to the s of each braced 0.80 DWB,WSP,SFB,PBS, CUTCH06U , NY 1 1� 3� hold dawn device fnd.or framing PCP,HPS TABLE R602.10.4 80 32 30 30 33 36 below BRACING METHODS(NOTE TABLE ABRIGED-SEE TABLE R602.10.4 FOR FULL TABLE) omitted from inside CONNECTION CRITERIAfinish 84 35 32 32 33 36 6 interior gyp.board any story face of braced DWB,WSP,SFB,PBS, 1.40 METHODS,MATERIALS MINIMUM THICKNESS FIGURE 88 38 35 33 33 36 (or equivalent) all panels PCP,ZIPS,CS-WSP,CS-G, CS-SFB Fasteners Spacing 92 43 37 35 35 36 4 inches o.c.at panel C>r= 16NF_R: board an story edges,including to 0 70 GB Wood:2-8d common nails Wood:per stud 96 48 41 38 36 36 7 gypsumY ry g g p or top and bottom fastening and bottom plates, lx4 wood or approved metal „ and all horizontal /� /��/ LIB 3-8d(2-1/2 longx0.113 dia.)nails plates 100 - 44 40 38 38 ISI �1®t �t I fifi �T. �N�. L. Let-In-Bracing straps at 45 toy 0 angles for Actual points blocked maximum 16 stud spacing .d Metal strap per manufacturer Metal per CS-WSP,CS-SFB 104 - 49 43 40 39 manufacturer 108 - 54 46 43 41 NEJE A`I YORK ORK NY 10013 fW DWB 3/4"(1"nominal)for 2-8d(2-1/2"long x 0.113"dia.)nails 112 - - 50 45 43 Figure R602.10.7 LOU 15 YOH .5 Diagonal wood max 24"stud spacing or per stud 116 - - 55 48 45 End Conditions For Braced Wall Lines With Continuos Sheathing boards (2)1 3/4"long staples 120 - - 60 52 48 Continuously Sheathed Continuously Sheathed Continuously Sheathed c l Braced Wall Line Braced Wall Line Braced Wall Line Exterior sheathingg per 124 - - - 56 51 WSP Table R602.3(3) 6"edges I2 field Wood structural panel 3/8" 128 - - - 61 54 BEAL ,AND S 16NATURE: (See Sec.1604) Interior sheathing per Varies by fastener 132 - - - 66 58 E D A R~� Table R602.3(l)or 1602.3(2) G S sy�T 136 - - - - 62 ��5\� O n ABW See 140 - - - - 66 Alternate 3/8" See Section R602.10.6.1 R602.10.6.1 144 - - - - 72 t`1f Braced Wall Return Panel * N' Braced wall panel at end of Hold Down Braced wall panel at end of an a.Linear interpolation shall be permitted braced wall line Device braced wall Bine panel at end of braced Minimum braced wall b.Use actual length where it is greater than or equal to the min.length. p See code for continuation of these notes. End Condition 1 End Condition 2 End Condition 3 wall line 0304`- PFHSee :5-V Portal frame with 3/8" See Section R602.10.6.2 R602.10.6.2 Table 1602.10.3(1)Continued Continuously Sheathed Continuously Sheathed *Requirements a Hold-downs ri Bracing Requirements Based on Wind Speed Braced Wall Line Braced Wall Line Return Panel: 24"for braced wall lines sheathed w -EXPOSURE CATEGORY B with wood structural panels 32"for NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 -30-FOOT MEAN ROOF HEIGHT Minimum Total Length(Feet)of Braced Wall Panels braced wall lines sheathed with BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION - 10 FOOT WALL HEIGHT Required AlongEach Braced Wall Line structural fiberboard Portalframe at 7/16" See Section 1602.10.6.3 1602.10.6.3 -2 BRACED WALL LINES Distance D: 24"for braced wall Lines sheathed 0 IG See AND/OR DEMOLITION HORK IT SHALL BE THE OWNER'S Garage with wood structural panels 32"for RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM Ultimate Design Braced Wall Line Methods Methods braced wall lines sheathed with Spacing Method LIB Method GB DWBTHE GOVERNING BUILDING DEPARTMENT. THE Story Location ,WSP,SFB CS-WSP,CS-G structural fiberboard Wind Speed (mph) (Feet) PBS PCP,HPS CS-PF ARGHITEGT DOES NOT REGOMMEND AND DOES NOT Exterior sheathing er BV-WSP,ABW,PF Hold Down of the capacity fastened to the edge GUARANTEE THAT 50LELY BY THE PREPARATION OF Table 1602.3 3 p 6 edges 12 field Device: of the braced wall panel closest to CS-WSP PFC,CS-SFB First braced First braced wall THESE PLANS SHALL GON5TRUGTION OGGUR. ( ) Return 10'Max. Hold Down the corner and to a foundation or c Continuously sheathed 3/8" 10 5.5 5.5 3.0 2.5 Panel wall panel Device panel floor framing below wood structural panel Interior sheathing per Varies by fastener * Issues and Revisions Table R602.3(l)or 1602.3(2) 20 10 10 5.5 5.0 End Condition 4 SEE REQUIREMENTS End Condition 5 30 14 14 8.0 TO 2015 IRC Date Issues and Revisions � PRELIMINARY DESIE�N CS-G See method CS-WSP See 2/12/19 Continuously sheathed 3/8" method CS-WSP 40 18 18 10.5 9.0 OT FOR GONSTRUGTION � Y Table 1602.3(1)FASTENING SCHEDULE(cont-) wood structural and PRELIMINARY DESIGN o adjacent to Garage Opening 50 22.5 22.5 13.0 11.0 2/13/19 OT EOR CONSTRUCTION) DESCRIPTION OF NUMBER AND TYPE Spacing of Fasteners 60 26.5 26.5 15.0 13.0 BUILDING ELEMENTS OF FASTENERSupportsPRELIMINARY DE516N "E" U inchesgO.C. teinches O.C. 3/13/19 NOT FOR GON5TRUGTION 10 10.0 10.0 6.0 5.0 ( ) (' Continuously sheathed 7/16" See 1602.10.6.4 R602.10.6.4 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing 3/22/1`1 PERMIT SET Portal frame 20 18.5 18.5 11.0 9.0 1140 30 27.0 27.0 15.5 13.0 (see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing) 3/25/lq PERMIT SET 40 35.0 35.0 20.0 17.0 3/811- 1/2" 6d common nail(2")(subfloor,wall) 6 12 4/2/19 PERMIT 5ET 2015 IRC 50 43.0 43.0 24.5 21.0 8d common nail(21/2")(roof) Table R602.10.1.3 19/32"-1" 8d common nail (2 1/2") 6 12 Braced Wall Spacing 60 51.0 51.0 29.0 25.0 Braced Wall Line Spacing Criteria 10 NP 15.0 8.5 7.5 1 1/8"- 1 1/4" l Od common nail(3");or 6 12 Project No. I-T-11 5 Application Condition Building Type 8d deformed nail (2 1/2") Max.Spacing Exception to Max Spacing 20 NP 27.5 16.0 13.5 Ultimate design 30 NP 39.5 23.0 19.5 OTHER WALL SHEATHING PREPARED EXCLUSIVELY FOR SCTN #: Wind Bracing wind speed 100 mph Detached Town Hose 60 feet None 1/2"structural cellulosic 11/2"galv.roofing nail,7/16"head diam. to<140 mph 40 NP 51.5 29.5 25.0 3 6 1000-110-'7-2 fiberboard sheathing or 1 crown staple, 16 ga, 11/4"long 50 NP 63.5 36.5 31.0 2015 IRC 60 NP 75.5 43.0 36.5 25/32"structural cellulosic 13/4"galv.roofing nail,7/16"head diam. 3 6 Scale: AS NOTED Table R602.3(3)Requirements for wood strcutural panel wall sheathing used to resist fiberboard sheathing or 1"crown staple, 16 ga, 1 114"long wind pressures. Ultimate Desi 1/2" sum sheathin 11/2"galv.roofing nail;staple galvanized, gn b"Yp g 7 7 Drawn By: DLS Minimum Nail Panel Nail Spacing Wind Speed Vult 11/2"long; 11/4"screws,Type W or S Minimum Wood Minimum Maximum Wall (mph) Structural Panel Nominal Stud Sppcing Wind exposure category 5/8" sum sheathing 1 3/41f ga v.roofing nail;staple galvanized, Size Penetration Span Rating Panel Thickness (inches) Edges Field B C D > g 15/8"long; 15/8"screws,Type W or S 7 7 (inches) (inches O.C.) (inches O.C.) Date: 1/130/201q 6D Common 1.5 24/0 3/8 16 6 12 140 115 110 16 6 12 170 140 135 8D Common 1.75 24/16 7/16 24 6 12 140 115 110 a.Panel strength axis parallel or perpindicular to supports.Three ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with panel strength axis perindicular to supports. the tabulated number of nails required. b.Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be Pro). North in accordance with Section R602.10 c.Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c.or 24 o.c.shall be permitted as an alternate to panels with a 24/16 span rating.Wall-16 and plywood siding 16 o.c.shall be used with studs spaced not more than 16 inches on center. I7® NOT aCALE FR I NT5 _ 60 COMMON NAILS, 12 O ENERAL MOTES O.G. FIELD 5PAGING I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ' -' ------' - CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION. IF SHEAR WALL SHEATH I NC: ------ -------- E, RG TEGTUR PLLG ANY DISGREPANGIES ARE FOUND, THEY SHALL BE BROUGHT EXTERIOR: MIN. 518" TH I GK WOOD STRUGTURAL TO THE ATTENTION OF THE PROJECT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. PANELS, STUD SPAG I NC 1611 ON GENTER, ATTAGHED PH: 631.816.5518 2. THE BUILDING STRUCTURE SHALL BE DESIGNED IN WITH 6D GOMMON NAILS- 6" EDGE SPAG I NC, 12" FIELD I AX: 631.415.2x50 ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL,STATE SPAG I NC DSTEISEL®OPTONLINE.NET OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY z L-MIN. 318" H0001 1 11/4" 5GREW5, PB16N REOUIREMENT5 WITH THE LOCAL BUILDING INTERIOR: 112" GYPSUM WALLBOARD ATTAGHED WITH 5TRU(,TURAL RMEL T O.G. EDGE DEPARTMENT. WWW.DIE5ELARGHITEGTURE.VPWEB.GOM tu SHEATHING, FUI SPACING 3. THI5 15 PART OF THE OVERALL LATERAL FORGE 1/4" SGREWS TYPE W OR S, _V EDGE I QLD SPG I NC i HEIGFl7, OVER P ATE5 , RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE ~ BUILDING'S LATERAL FORGE RE515TINO SYSTEM, INCLUDES - - 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORGES FROM THE STRUCTURE TO THE GROUND. 4. ALL HARDWARE GALLED OUT 15 51MP50N 5TRON6-TIE. PROJECT TITLE 1/2" GYPSUM E30ARD FROF050 POOL HOUSE ! ROAD 51DE 42'-5" ---------/1------------ -------;A. i WOOD STUDS @ 1611---// b" I I/4" 5GREW5, <1 �I Q.G. T O.G. FIELD �'Q- 3'-4!" 6'_-r2. r� PROJECT LOCATION: 61) COMMON NAIL5, b" 5PAGIN6 ` 20'-0" 11&� ;l 5T ROAD O.G. EDGE 5PA6IN6 CD v GS-W5P G5-W5P CD v , HDU5-5052.5 HOLD CUTCHOGUE, W 11 35 DOWN5 AT GORNERS E3NL I E3NL 71 EXTERIOR INTERIOR G5-W5P � G5-WSP _ Q_ ( Q_ �iJ—�qSHEAR Y �tLl� NL DT.1�S . ° ---a 1. DESIGNER: � r SLOPED GLC. � ; ; SLOPED GLC. LGY DES I 6NGR®UP #' 151 LAFAYETTE 5T., 2ND. ., IRC BRACED WALL PANEL WORK SHEET NOTE I NEA YORK NY 10013 FIR5T FLOOR 1. REFER TO KEY PLAN THI5 SHEET FOR WALL BRACING METHOD SELECTED. LOU I S Y® 2. R602.10.2.2 LOCATIONS OF BRACED WALL PANELS. A BRACED WALL PANEL SHALL BRACED WALL LINE(5EE PLANS) 1 2 A g BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE A5 DETERMINED IN /�1 1 1 � �—� � SECTION Rb02.10.1.1. THE DISTANCE BETWEEN ADJACENT EDGE5 OF BRACED WALL r l I/ TABLE R602.10.4 BRACING METHOD C5-W5P 65-I)P 6546P 65-W5P PANELS ALONG A BRACED WALL LINE 5HALL BE NOT GREATER THAN 20 FEET A5 5HOWN TABLE R602.105 MINIMUM PANEL LENGTH 24" 24" 36" 36' IS FIGURE R602.I0.2 2. SEAL AND V G NATURE: BRAGED WALL LINE 5PACING(5EE PLAN5) 36.13' 36.13' 42.42' 42.42' 3. CONTINUOUS SHEATHING METHODS REQUIRE ALL FRAMED PORTIONS OF THE BRACED TABLE R602.103(1)REQUIRED BRAGIN6 LENGTH B23' 823' 11AY 9.48' WALL LINE TO BE SHEATHED. _ 4. R602.10.2.3 MINIMUM NUMBER OF BRACED WALL PANELS. BRACED WALL LINES WITH A - 1 I �� T �✓i LENGTH OF 16 FEET OR LE55 SHALL HAVE NOT LE55 THAN 2 BRACED WALL PANELS OF TABLE R602.103(2)WIND ADJI5TMENT FAGTOR5 r= i r p �� n ANY LENGTH OR ONE BRACED WALL PANEL EQUAL TO 48 INCHES OR MORE. BRAGED I.EXP05URE CATEGORY ID ID 1.0 I.D WALL LINES GREATER THAN I6 FEET SHALL HAVE NOT LE55 THAN TWO BRACED WALL 2.ROOF EAVE TO RIDGE HEIGHT 1.0 1.3 1.0 ID PANELS. —'—� 3.WALL HEIGM 0.9 0.11 1.10 1.10 I I.O I.O IA 1.0 f 4.NUMBER OF BWL PER DIREGT 0N 5.ADDITIONAL HOLD DOWN5 NOTE: BY INGLU510N OF 15 NOTE, THE OWNER HAS b.GYPSUM OMITTED BEEN ADVISED THAT PRI R TO ANY GON5TRUGTION -7.C7YFN BOARD FA5TENIN6 -- -- `- _ AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S r: RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE RESULT(AP MTED BRACE WALL LENGTH) 1.41' 9.63' 10.43' 10.43' ?s ----- ARCHITECT DOES NOT RECOMMEND AND DOES NOT t% A O i ►„ v BRACING LENGTH PROVIDED(SEE PLANS) 1263' Ib16.1q, n 63' 11.01 GUARANTEE THAT SOLELY BY THE PREPARATION OF�n THIE5E PLANS SHALL GON5TRUGTION OGGUR. GOMPLIANGE(PA55 OR FAIL) PA55 PA55 PA55 PA% Issues and Revisions SLOPED GLO. SLOPED GL6. Date Issues and Revisions ' 2/12/19 PRELIMINARY DE51ON b C�7 OT FOR GONSTRUGTION) PRELIMINARY DESIGN OT FOR GON5TRUGTION) 3/13/ICI PRELIMINARY DE51ON "E" NOT FOR GON5TRUGTION 10'MAX 20'MAX 10' 3/22!19 PERMIT SET r MAX I I 3/25/19 PERMIT SET BWL3 BWL2 i BWLI < BNL 2 r E3NL 2 4/2/Ici PERMIT SETT r _ GS-W5P 1" GS-W5P 4� /Braked Wall i 3'-0" 4'-4" Iq'-8" 4'-4" 3'-0" 4'-I" - r I 1 ' G5-W5P G5-W5P G5 W5P G5_14517 Project No. 17—115 r , I a 'D_ POOL 51DE ' I W o r J) I PREPARED EXCLUSIVELY FOR SCTM #: CD'' 1 ODD-110—'7-2 N Scale: AS NOTED , i q j8,raced all 42-5„ r r U anll / ,I // Drawn By: PLS i , Braced Wa11 i r � N �Panel race/ Wa�. a Date: I/30/201q Panel r � 20'MAX I 20'MAX �. KEPI' FLAN : FIRST FLOOR BRACED r ` ALLS / C A,// � _ Proj. North DA5. � OF 10 / 5GALE: 1/4„- I'-0” Figure R602.10.2.2 Location Of Braced Wall Panels DO NOT 5GALE PR I NT5 T)'P 1 G A L AIR S E A L I N O DETAILS 2015 IECC TABLE N1 102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION ( � COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA UN-CONDITIONED AIR A continuous air barrier shall be installed in the building envelope ARCHITECTURE, PLLC P XX N\_ General Requirements The exterior thermal envelope contains a continuos air barrier Air-permeable insulation shall not be used as a sealing material Breaks or joints in the air barrier shall be sealed PH: 631.816. 518 The air barrier in any dropped ceiling/soffit shall be aligned with the FAX: 631.4'15.2x50 CONDITIONED AIR UNCONDITIONED AIR g/ insulation and any gaps in the air barrier shall be sealed y drop Sed Attic The insulation in andro ped ceiling/soffit shall be YYM Acess openings,drop down stairs or knee wall doors to aligned with the air barrier E: DSTEI5EL®OPTONLiNE.NET C unconditioned attic spaces shall be sealed. PROVIDE RIGID INSULATION IN CODE COMPATIBLE AIR TIGHT HEADER VOID Al X X IG RATED RECESSED FIXTURE Cavities within corners and headers of frame walls shall be insulated WWW.DIEBELARGHITEGTURE.VPWEB.GOM �� 4 �� (NON-COMBU5TI BLE) The junction of the foundation and sill plate shall be seated by completely filling the cavalry with a material having a thermal resistance of R-3 per inch minimum TYPICAL HEADER SIZE VARIES Walls Exterior thermal envelope insulation for framed walls shall 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 COVER SEALED TO The junction of the top plate and the top exterior walls shall be sealed be installed in substantial contact and continuous CONDITIONED AIR DRYWALL alignment with the air barrier Knee walls shall be sealed Windows,skylights and doors The space between window/door jambs and framing,and skylights PROJECT T i TLE: ,(� and framing shall be sealed � ®�®� � �®®� �®�� IS U L T I I i� G 5 S E D L. 1 C H T I�E TA 11... Rim Joists Rim joists shall include the air barrier Rim joists shall be insulated Floor framing cavity insulation shall be installed to maintain SCALE: N.T.S. SCALE: N.T.S. permanent contact witfi the underside of sub-floor decking or floor Floors(including above The air barrier shall be installed at any exposed edge of insulation framing cavity insulation shall be permitted to be in contact with garage and cantilevered floors) the top side of sheathing or continuous insulation installed on the underside of floor framing;and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation shall be class 1 vapor retarder with overlapping joints taped permanently attached to the crawl space walls Duct shafts,utility penetrations and flue shafts opening to exterior PROJECT LOCATION: Shafts,penetrations or unconditioned space shall be sealed 3/4" PLYWOOD SHIM UNCONDITIONED SPACE Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be 1165 r hIEST ROAD/ filled by insulation that on installation readily conforms to the� CUTCH®OUE NY I I�35� available cavity space I-I/4" OR LESS APPLY Air sealing shall be provided between the garage and conditioned � 2X6 STUD WALL LOW EXPANDING Garage separations \_ — 1 �— spaces FRAMING TYPICAL — _ Y—) Recessed ligh fixtures installed in the building thermal envelope Recessed light fixtures installed in the building thermal envelope 0 V LOW EXPANDING Recessed lighting shall be sealed to the drywall shall be air tight and IC rated NAPPROVED SPRAY FOAM i CAVITY INSULATION PROVIDE CAULKING AT Batt insulation shall be cut neatly to fit around wiring and CONDITIONED SPACE plumbing in exterior walls or insulation that on installation ( ALL JOINTS AGAINST Plumbing and wiring I7ES I�NER: UNCONDITIONED SPACE I readily conforms to available space shall extend behind GG Ii PIPE PENETRATION piping and wiring LIS)" � J 1�N�R®UP FRAMING JOINT AT (VARIES IN SIZE) TO The air barrier installed at exterior walls adjacent to showers and tubs PLATES (HORIZONTAL) 8 UNCONDITIONED ATTiC Shower/tub on exterior wall shall separate them from the showers and tubs Exterior walls adjacent to showers and tubs shall be insulated /� �/ �° VERTICAL JOINT MUST BE 151 LAFA I I T 5T, 2ND. L.1 CAULKED Electrical/phone box on The air barrier shall be installed behind electrical or communications NEA I ®� 1 N)" (�/®I exterior walls boxes or air-sealed boxes shall be installed '� HVAC register boots HVAC register boots that penetrate building thermal envelope shall L®�I �® FIFE P���T�� I"'I �I `I t� be sealed to the subfloor or drywall When required to be sealed,concealed fire sprinklers shall only be I /�' I I /� Concealed sprinklers sealed in a manner that is recommended by the manufacturer. t FRA��ED GOB I `iER DETAIL TH *N. OUGH II `�SUL•ATE1""'� FLOVR Caulking or other adhesive sealants shall not or used g fill voids I i J,� between fire sprinkler cover plates and walls or ceilings 0; 56ALE: N.T.5. 5GALE: N.TS. SEAL AND 51 0NATUR : NOTE: THIS DWELLING SHALL BE IN COMPLIANCE WITH: N1103.1 (8403.0 CONTROLS (MANDATORY) p ARC �� F Note: All penetrations- pipe, cable, wire, vents or other from conditioned space AT LEAST ONE THERM05TAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND STE/ �`� to unconditioned space must be foam sealed and Insulated. All framing joints located within �G conditioned space with exterior exposure to unconditioned Space must be, caulked. • IRG CHAPTER 11 GOLLING SYSTEM. w o `� • MECHANICAL SYSTEM DESIGN CRITERIA (MANUAL J, MANUAL S, MANUAL D) N1103.1.1 (8403.1.1) PROGRAMMABLE THERMOSTAT • MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPE5, 51ZE5 4THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE 6� EFFICIENCIES MI401.3 (PER MANUAL J) DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND GOOLI NG oa • EQUIPMENT AND SYSTEMS CONTROLS N1103.1 (8403.1) SYSTEM ON A DAILY 5GHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS 'ATF of CAVITY INSULATION 2X6 STUD WALL FRAMING • DUCT SEALING, DUCT AND PIPE INSULATION � LOCATION N1103 6 IMG CHAP. 16 AT DIFFERENT TIMES OF THE DAY. THI5 THERMOSTAT SHALL INCLUDE THE -20 W /INSULATION • AIR SEALING DETAILS PER N1103.3.2 (R403.3.2) (MANDATORY) CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 • o BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION N1103.1 (8403.1) CONTROLS (MANDATORY) ZONE TEMPERATURES DOWN TO 550 FOR UP TD 85 F. THE THERMOSTAT SHALL J INITIALLY BE PROGRAMMED BY THE MANUFACTURER WITH A HEATING TEMPERATURE AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S - - -- - ------- �" RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM LOW EXPANDING SPRAY SET POINT NO HIGHER THAN 100 F AND A GOOLING TEMPERATURE NO LOWER THAN THE GOVERNING BUILDING DEPARTMENT. THE 2X6 STUD WALL FRAMING V� FOAM 78o F. ARGHITEGT DOE5 NOT RECOMMEND AND DOES NOT TYPICAL-PROVIDE GAP ( GUARANTEE THAT 50LELY BY THE PREPARATION OF FOR INSULATION CONDITIONED SPACE UNCONDITIONED SPACE THESE PLAN5 SHALL GON5TRUGTION OGGUR. N1101.I4 (R4013) CERTIFICATE (MANDATORY): Issues and Revisions A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR RE615TERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE 15 LOCATED, Date Issues and Revisions A UTILITY ROOM OR AN APPROVED LOCATION IN51DE THE BUILDING. WHERE LOCATED ON AN ELEGTRIGAL PANEL, THE GERTIFIGATE SHALL NOT COVER OR 065TRUGT THE 2/12/lcl PRELIMINARY DESIGN "A" d "B" VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF NOT FOR CONSTRUCTION) GTION 2/13/IG PRELIMINARY DESIGN "G" INTERIOR TO F XTE R I O R INSULATION INSTALLED IN OR ON THE GEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, GRAWL 5PA(E WALL AND/OR FLOOR) AND DUGT5 OUTSIDE THE CONDITIONED OT FOR GONSTRUGTION I ,�I I 2/13/lG PRELIMINARY DE51ON "D" PARTITION P I � ' 1� T T I 0N5-- Y � L1�. 5PAGE5; U-FAGTOR5 FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (5H&G) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING NOT FOR GONSTRUGTION ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING 3/13/Iq PRELIMINARY DESIGN "E" THE LARGEST AREA. THE CERTIFICATE SHALL L15T THE TYPES AND EFFIGIENGIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS FIRED UNVENTED NOT FOR CONSTRUCTION SCALE: N.T.5. 0 SCALE: N.T.S. ROOM HEATER, ELEGTRIG FURNACE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENCE, THE GERTIFIGATE SHALL LI5T "GAS FIRED UNVENTED ROOM HEATER," 3/22/1a PERMIT SET "ELEGTRIG FURNACE" OR "BASEBOARD ELECTRIC, HEATER," A5 APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC 3/25/lq PERMIT SI=T FURNACES OR ELEGTRIG BASEBOARD HEATERS. 4/2/la PERMIT SET UN-CONDITIONED AIR Project No. I"T-I 1 N1103.1 (8403.1)Controls Mandatory AIR BARRIER i' SEALED WITH N1103.1.1 (8403.1.1)Programable thermostat. BLOCKING PREPARED IXGLU5IVELY FOR 5CTf1 #: PROVIDE INSULATION N1103.6.1 ((8403.6.1) AROUND ALL DUCT Fan Location Air Flow Rate Min.(CFM) Min.Efficacy(CFM/Watt) Air Flow Rate Max_(CFM) AiR BARRIER PENETRATIONS SEALED WITH ALL METAL DUCTS State: fk5 NOTED SHEATHING MUST BE INSULATED Range Hoods Any 2.8 cfm/watt Any WII" INS. MIN. ALL DUCT SEAMS Drawn 8 DL5 4::::::- :;;):-::a:::: > In-Line Fan Any 2.8 cfm/watt Any INSULATED PED AND Bathroom,Utility room 10 1.4 efin/watt <90 y: CAULK _ PLATE Range Hoods 90 2.8 cfin/watt Any Date: i/30/201q VENT COVER SEALED TO CONDITIONED AIR DRYWALL TUE3 FRAMINO DETAIL. 01"t�T�L_ I�UGT �'�N�Ti��TI O� Proj. North SWC. �� O� I® 5GALE: N.T.5. 5GALE: N.T.S. REFER TO NAILING MINIMUM 5ECIPID COMPRE551VE LLO2(51MPSON STRONG-TIE 6520) 0 . . GODS TGBRAL MEMBER S NAILINO G HD U LSGHEDULE, SHEET A-I STRENGTH OP CONCRETE RR 301.1 Y2015 IRG TABLE Rb02.30) 140 MPH, EXP05URE B 11 2015 IRG i 2016 N.Y.S. GODS TABLE RfF02.2 ALLOWABLE STRUCTURAL irTENBER DEFLECTION 3 T �• \b RAFTERS HAVING SLOPES GREATER THAN ITEM DE50RIPTION OF BUILDING ELEMENTS :1 171 5 0 V H7 �b nTE OR LOGAT10P5 MINIM1h15P5GIFl®8IVE 3/12 WITH NO FINISHED CEILING ATTACHED L/180 R t TYPEa b c SPACING i LOCA ,, ° TO RAFTERS OF FASTENERS ' CONCRETE GONSTRUGTION NFATHERM WA PARTITIONS R00= `' `.� fir - 4F ooRs J BA5EMENT WALLS, GEILINGS WITH BRITTLE FINISHES PLASTER L/360 I BLOCKING BETWEEN GEILIN6 JOIST 4-Sd BOX(21/2'x 0.113" OR TOE NAIL ARCH 1 TEGTURE ELLG FOUNDATIONS AND OTHER 2 5006 AND STUCCO OR RAFTERS TO TOP PLATE 3-8d COMMON(21/2'x 0.131')OR _ ' CONCRETE NOT EXPOSED G G. HITH FLEXIBLE FINISHES (OYP. O 3-I0d BOX 0'x 0.128")OR /-B TO THE WEATHER L OTHER STRUCTURAL MEMBERS L/240 3-3'x 0.131"NAILS WN 03 S0U7a:;-!._' PH: 631.816.5518 ° EXTERIOR WALL5- WIND LOADS PLASTER 2 GEILIN6 J015T TO TOP PLATE 4-8d BOX(21/2"x 0.113')OR PER JOIST,TOE NAIL BASEMENT SLABS AND OR STUCCO FINISH H/360 3-8d COMMON(21/2"x 0.131")OR FAX: 631.4'i5.2g50 (@ GATH'L GLGS) ° INTERIOR SLABS ON GRADE,EXCEPT GARAGE 2,5006 EXTERIOR WALLS-WIND LOADS WITH 3-10d BOX(3"x 0.128")OR L5U26-(2x6), FLOOR 5LA65 OTHER BRITTLE FIN15HE5 H/240 3- x 0.131 NAILS L55U28(2x8,2xlO4 EXTERIOR WALL5-WIND LOADS WITH 3 CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, - Tx BOX(3"x 0.128")OR FACE NAI E: DSTESELOOPTONLINE.NET 2x12 RAFTERS) 1-55U210-2 FLEXIBLE FINISHES H/120 LAPS OVER PARTITIONS(SEE 5EGTION5 R&02.3.1, 3-I6d COMMON(3 1/2"x 0.162")OR (51MP5ON STRONG-TIE H2a) BASEMENT WALLS, « „ FOUNDATIONS WALLS, LINTELS SUPPORTING MASONRY L/600 8802.32 TABLE R8025.1(q) _ 4-3"x 0.131 NAILS //�� I G d WWW.DIESELARGHITEGTURE.YPWEB.GOM RAFTER. T I � � STRAP IL/ DST ILJ EXTERIOR WALLS AND 3,000 VENEER WALLS 4 GEILIN6 JOIST ATTACHED TO PARALLEL RAPIER(HEEL � TABLE RS02.5.I(q) FACE NAIL OTHER VERTICAL L = SPAN LENGTH, H = SPAN HEIGHT JOINT),(SEE SECTIONS Rb02.3.1,88023.2,TABLE CONCRETE WORK 2.5.19 I. INSTALL STRAP'S a I6" O.G. OR COLLAR TIES © I6" O.G IN UPPER THIRD OF ATTIG TO THE WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 5 COLLAR AR TIE TO RAFTER,FADE NAIL OR I I/4"x 20 6A 4-10d BOX O x 0.120.1 OR FACE NAIL0� EACH RAFTER 1101 NAYERLi� AVE., HOLTSYILLE, NY 11'142 2. IF STRAPPING IS INSTALLED OVER SHEATHING USE 10d NAILS AS / NAILING SGHEDULE 2015 IRC i 2016 N.Y.S. CODE TABLE 83015 RIDGE STRAP TO RAFTER 3-IOd COMMON(3'x 0.148')OR 4-3"x 0.131"NAILS PORCHES,CARPORT USE LIVE DEAD 6 RAFTER OR ROOF TRUSS To PLATE 3-Ibd BOX(3 1/2"x 0.135")OR 2 TOE TAILS ON ONE 51DE AND BUILDING DEP ARTM =NT GOMMENT5: 5LAB5 AND STEPS IATTIG5 WITHOUT STORAGE 12# IO# 3-I0d COMMON(3"x 0.148")OR I TOE NAIL ON OPPOSITE SIDE GRADE EXPOSED AND TO THE de,f TTG T TO G 20 O « « I TEACH RAFTER O 1RU55.1 PROJECT TITLE: FLOOR SWEATHERLABS GARAGE 3 500 TT GS T D ST O O 4-3"0131"NAIL5128)OR DARK BROWN LOAM (OL) EXTERIOR BALCONIES $ DECKS 40# 10# -i ROOF RAFTER5TO RIDGE,VALLEY OR HIP RAFTER TO 4-Ibd BOX(3 1/2"x 0.135)OR TOE NAIL ��®DOSED ®®� HOUSE FIRE ESCAPES 40# N/A MINIMUM 2 RID6E BEAM 3-IOd COMMON(3"x 0.148")OR # 4-10d BOX 0'x 0.128")OR °SEE TMH AT 01 DAYS P51. ARD - COMPONENTS 50# N 4-3'x 0.131'NAILS b�TABLE N nV50 FOR TIMWATIT IN6 o SI)DJ IAL PASSENGER VEHICLE GARAGES 50# N/A 3-I6d BOX(31/2"x 0.135)OR END NAIL BROWN CLAYEY 5AND (5G) `C6NCRETe IN n�SE LAGATIR-E THAT s SUB.ECT TO FREEZING ANC nKni F DURING JMOM5 # # 2-I6d COMMON(3 1/2"x 0.162")OR GONSTRUGTION 5HA11 BE AIR-ENTRAINED coNCRE IN Arc°R°ANCE WTH F°°TNarE d' 5LEEPI NG ROOMS 30# 10# 3-10d BOX(3"x 0.128")OR dCONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CO nENT PWM BY VOLUME OF STA IRS 40# N/A -3"x 0.131"NA 4.O cO+C ZM SHALL NOT BE LESS THAN 5 PEIUW OR MORE TW I PERCENT. °sE SECTION R-4022 FOR MAXIMH ca Ewnnan MATERIALS CONTENT. MIN. ROOF LIVE LOADS IN POUNDS- FORCE PER S.F. OF WALL r FOR 6ARA6E FLOORS WITH A 5783 TROWELED FNI5R,REDUCTION CF TV TOTAL AIR HORIZ. PROJECTION 8 STUD TO STUD OT AT BRACED WALL PANELS Ibd COMMON 3 1/2"x 0.162" 2 O.C. PROJECT LOCATION: CONTENT(PEGENT BY VOLLK OF GO4GRETFi TO NOT LESS THAN 3 PMEtT 15 PALE BROWN FINE SAND (50 PERMITTED IF TIE:SPECIFIED COWFE551VE STRENGTH OF THE GMW,:-15 INCREASED TRIBUTARY LOAM AREA IN S.F. 10d BOX 3"x ).128")OR 16"O.G.FACE NAIL //�� TO NOT LESS THAN 4,000 PSI. FOR ANY STRUCTURAL hB 3"x 0.131"NAILS 116 WEST ROAD/ F�FOLIATFD UMPTIVE LOAD-BEARING ROOF SLOPE a20O 201{�p oV1RGoo q STUD TO STUD AND ABUTTING STUDS AT INTERSECTING _ Ibd BOX(31/20 x 0.135")OR 12"O.G.FACE NAIL 13.6 1 a WALL CORNERS(AT BRACED WALL PANELS) 3"x 0.131"NAILS G U TG H O�U E NY I I�3� UE5 OP PND. MATERIALS FLAT OR RI5E LE55 THAN Ibd COMMON 3 1/2" x 0.162" I6"O.G.FACE NAIL IRG i 2016 N.Y.S. GORE TABLE 8401.4.1 4" PER FT. (1:3) 20 16 12 10 BUILT UP HEADER(2"TO 2'HEADER WITH 1/2"5PAGER) I6d COMMON 01/2"x 0.162" Ib"O.G.EACH EDGE FACE NAIL Ibd BOX(31/2' x 0.135) 12"O.G.EACH EDGE FADE NAIL t pgp- ply RISE 4" PER FT. (1:3) TO 11 CONTINUOUS HEADER TO 571)0 5-Sd BOX(21/2"x 0.113")OR TOE NAIL WATER I N PALE BROWN FINE MATERIAL LESS THAN 12" PER FT (1:1) 16 14 12 4 8d COMMON(21/2"x 0.131")OR 5AND (5P) -Tod Box 'x 0.128" 1-7.0' INE BEDROCK 12,000 RISE 12 PER FT. (1:1) AND GREATER 12 12 12 12 TOP PLATE TO TOP PLATE 16,1 e',OMMON 3 1/2" x 0.162" 16" O.G.FACE NAIL RY AND 4,000 10d BOX ON 0.128") OR 12" O.G.FACE NAIL NOTE: WATER ENCOUNTERED 13.6' BELOW SURFACE ROCK ROOF SHAT-1- BE DESIGNED FOR THE LIVE LOAD 3"x o l31'NAILS DE51CNR: INDIGATFD IN TABLE tZ301b OR TFE SNOW LOAD13 DOUBLE TOP PLATE SPLICE FOR 5DG'S A-D2 WITH 8-Ibd COMMON(31/2"x 0.162")OR FACE NAIL ON EACH SIDE OF AVEL AND/oR GRAVEL 3000 INDICATED IN TABLE 83012(1), WHICHEVER IS GREATER. 5EI5MIG BRACED WALL LINE SPACING<25' 12-Ibd 80X(31/2"x 0.135)OR END JOINT(MIN.24"LAPL`jY � �If��� ®u� TEST SOLE N.T.s ) I2-10d BOX(3" x 0.128")OR SPLICE LENGTH EACH SIDE OF 151 LA�AYETTE ST. 12-3"x 0.131"NAILS END JOINT) , 2ND. FL., TE5T HOLE BY MGDONALD 6EO5GIENGE, SAND,SILTY GRAVEL� 2000 SLE TOP PLATE SPLICE FOR 5DG'5 00,DI OR 02, 12-Ibd(31/2"x 0.135") DATED: 4/28/2016 CLAYEY GRAVEL AND BRAGED WALL LINE 5PAGIN6>25' " NEW YORK NY 10013 (SW,5P,5M,56,6M AND 6C) 14 BBOTTOMOCKI6(NOT AT LAIE 055,BRArRIM JOIST,BAND J015T OR I6d COMMON 3 1/2" x 0.162 Ib O.G.FACE NAIL i WALL PANEL) Ibd BOX(5"x 0.135) OR 12 O.G.FACE NAIL LOU 15 ®I CLAY,SANDY CLAY,SILTY 1,500 b 3"x 0.131"NAILS j� CLAY,CLAYEY TILT,SILT 15 BOTTOM PLATE TO JOIST,RIM J015T,BAND JOIST OR 3-I%d BOX(3 1/2"x 0.135`)OR 3 EACH Ib"O.G.FACE NAIL THE PROPOSED WORK DEPICTED IN TH15 abc,d,e,fh AND SANDY SILT 2SET OF PLANS WAS DESIGNED TD MEET RAFTER/GE I L I NO JO 15T (GL,ML,MH AND GH) BLOCKING(AT 13RAGED WALL PANED 2-i6d COMMON(31/2"x 0.162')OR 2 EACH I6" O.G.FACE NAIL M11) a-'3-3552 �-IEEL JOINT GO1� NE:GT I ON5 14-Yx 0.131"NA►L5 4 EACH Ib"O.G.FACE NAIL VARIES VARIES THE REQUIREMENTS OF: a.WHERE SOIL TESTS ARE REQUIRED BY SECTION 8401.4,THE ALLOWABL. MARINE I6 TOP OR BOTTOM PLATE TO STUD I-vd BOX(21/2"x 0.113")OR TOE NAIL 2015 IRC, PART OF TABLE 8802.5.1 M) CAPAGnE5 OF THE 501L SHALL BE PART OF THE ATIOM. I b.WH3tE THE BUILDN6 O FICIAL DETERMINES THAT IN41 AGE SOILS WITH AN ALLOWABLE 3-Ibd BOX(31/2"x 0.135")OR • 2015 WOOD FRAME GONYRUGTION BEARING CAPACITY OF LE95 THAN 1500 P5F ARE LIMY TO BE PRE5M AT THE SITE, �F-8d GAMMON(21/2"x 0.131")OR SEEAL AND SIGNATURE: MANUAL FOR 1 $ 2 FAMILY RAFTER RAFTER 6RDUNu SNOW LOAD ALLOWABLE BEAwNs CAPACITY SHAu BE DETEfd11NED BY A SOILS olrE5n6AnorL 20#/FT WITHOUT STORAGE F) _ °}-'Od BOX(3"x 0.128")OR 30#/Fl"WITH STORAGE DWELLINGS FROM -I IE AMERGAN S-� SPACIN& 209 NAILING 5G�IE:DULE: (CONTINUED) r.3;�0.131"NAIL5 G « « FORE5T AND PAPER GC ANY. a«Box C3 v2"X 0.1x 0. 2" END NAIL E Mi nom) IR2� 20� 28 36 2015 IRG TttiBLE 8602.3(1) 14.0 MPH, EXPOSURE B -Irni cOt�Mou(31/2"x o.lb2)OR \�Go Fctii� • 2015 INTERNATIONAL RE�.I)ENTIAL REGV NUMBER of = .CG Bax(3 x 0.128)OR s F BUILDING GORE WITH THE 1�~W lbd COMMON NAILS ITEM DESGRIPTTON OF NUMBER i TYPE of FASTENERS =7",..0,131"NAILS O BUILDING ELEMENTS a,b,c ges Iintermediate17 TOP PLATES,LAPS AT CORNERS h INTERSECTIONS 3!0d BOX(2 1/2" x 0.128")OR FACE NAIL PER HEEL JOINT SPLICES (inches O.GJ c,e YORK STATE 2017 UNIFORM f BUILDING GODE 5UPPLENE �'5. (I s 0.0) YIT0.131"COMMON(31/2"x 0.162")OR 3'x 0.131 NAILS 3:12 Ib 5 8 10 13 Wood structural panels, subfloor, roof and Interior wall sheathing 18 1"BRACE To EACH 5TUD a PLATE vd BOX(2 1/2" x 0.113")OR FACE NAIL • 2017 5UPPLEMEN f TO THE NY5 to framing and particleboard wall sheathing to framing 2-'�d GOMMON(21/2'x 0.131")OR p b Q' 50#/FT 50#/FT FIRST FL. „ " 3043 Q ENERGY GONSERYATlON 12 3 5 6 8 (Seo TAB1-E R6023f3) for wood structural anel exterior wall sheaths to wall framt 2-lod Box(3 x 0.128)OR gT�cGP, 4:12 Ib 4 6 8 10 6d common nail 2" subfloor, wall 6 12 2 5TAPLE-5 13/4' GON5TRUGTION CODE. 24 5 8 12 15 30 3/8" - I/2" 8d common nall 2 1/2" roof Iq IN b"5HEATHIN6 TO EACH BEARING 3-8d BOX(2 1/2" x 0.113")OR FACE NAIL • TOWN OF TOWN OF 5OUTHOLD 12 3 4 5 6 2-8d COMMON(2 1/2"x 0.131')OR 5:12 Ib 3 5 6 8 31 Iq/32" - P 8d common nail (2 1/2") 6 12 2-I0d BOX(3"x 0.128")OR NOTE: BY INGLU510N OF THI5 NOTE, THE OWNER HA5 ZONING 4 GON5TRUGTION GODE5. 24 4 1 q 12 10d common nail (3"); or 2 STAPLES,I"GROWN, 16 GA. 13/4* BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION 32 1 I/8" - 1 1/4" 8d deformed nail 2 1/2" 6 12 LONG AMID/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S FOUNDATION 1:12 I6 3 4 5 6 OTHER WALL SHEATHINC79 20 IN 8`AND WIDER SHEATHING TO EACH BEARING 3-8d BOX(21/2" x 0.113")OR FACE NAIL RE:5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 214 D 1 141 3-8d COMMON(2 1/2"x 0.131")OR THE GOVERNING BUILDING DEPARTMENT. THE THE PROP05ED ADDITION GONTINUE5 THE EXI5TING 12 3 3 4 4 33 1/2" structural cellulosic 1 1/2" �alv. roofing nail, 3-I0d BOX(3'x 0.128`)OR LOAD PATH. REFER TO LOAD PATH PIAORAM, AND q:12 Ib 3 4 4 5 fiberboard sheathing 7/16 head diam. OR 3 b 3 STAPLES,I"GROWN,16 GA.13/4" ARGHITEGT DOES NOT RECOMMEND AND DOE5 NOT 24 3 4 6 1 I crown Staple, 16 a I I/4 Ion LONG GUARANTEE THAT 50LELY BY THE PREPARATION OF 5TRAPPIN6 REQUIREMENTS, SHEET A-1. 12 3 3 3 3 34 25/32" structural cellulosic 1 3/4" eoly. roofing nail, WIDER THAN IN 8" THE5E PLAN5 SHALL GON5TRUGTION OGGUR. 12:12 Ib 3 3 4 4 fiberboard sheathing 7/16" head diam. OR 3 6 4-8d BOX(21/2'x 0.113")OR LOAD J�j /�' �/� I" crown staple, 16 o, 1 1/4" Ion Ra « « .LO7T.5. PATI I D I AORA I " I 3 4 4 5 3 COMMON(2 1/2 x 0.131)OR Issues and Revisions a.40d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR I6d COMMON 35 I/2" sum sheathing d I I/2" gale. roofing nail; 3-I0d BOX(3"x 0.128')OR gyp 9 staple galvanized, 7 7 Date Issues and Revisions NAILS. p 9 � 4 STAPLES, I"GROWN, I6 6A. 13/4" 11/2" Ion ; 1 1/4" screws e W or b.NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS LONG C�SCALARE CLINCHED. d 1 3/4" gale. roofing nail; 21 J015T TO SILL,TOP PLAT=OR 61RDER r 4-8d BOX(2 1/2'x 0.113")OR TOE NAIL 2/12/Iq PRELIMINARY DESIGN 3b 5/8 gypsum sheathing OT FOR GONSTRUGTIO c.HEEL JOINT GONNEGTIONS ARE NOT REQUIRED WHERE THE RIDGE 15 SUPPORTED staple alvanized, 7 7 3-Sd COMMON(2 I/2"x 0.131")OR BY A LOAD BEARING WALL,HEADER OR RIDGE BEAM. 1 5/8" long; I /8" screws, 3-10d BOX ON 0.128")OR 2/13/Iq PRELIMINARY DESIGN d.WHERE INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL T e or 5 3-3"x 0.131"NAILS OT FOR GONSTRUGTIO WFGM 2015 TABLE 3.28 STRUTS OR PURLIN5 TO A LOAD BEARING WALL,THE TABULATED HEEL JOINT WOOD STRUCTURAL PANELS,COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING 22 RIM J015T,BAND J015T OR BLOCKING TO SILL OR TOP 8d BOX(21/2'x 0.113" 4"O.G.TOE NAIL 3/13/Iq PRELIMINARY DESIGN "E" CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED " PLATE(ROOF APPLICATIONS ALSO) I �d COMMON(21/2'x 0.131')OR b"O.G.TOE NAIL OT FOR CONSTRUCTIO BOTTOM PLATE l O FOUNDATION GONNECTION5 (ANCHOR BOLTS) RESISTING LATERALPROPORTIONALLY ORRTIA NAL YIL N6 TO E RE=RNSTION IN SPAN.ARE REQUIRED FOR CEILING JOIST TO CEILING 37 fbd d COMM5/4'AND LESS bd DEFORMED 0 J0 NAIL OR 3/22/Iq PERMIT SET « « �12 iJd BOX(3"x 0.128")OR e.AND SHEAR LOA05 FROM WIND, (PRE5GRIPTIi�E ALTERNATIVE TO TALE 3.2) JOIST LAP SPLICES. 38 1/8'TO I" d COMMON(21/2"x 0.131")NAIL,OR b 12 3`x BOX NAILS " f.WHERE RAFTER TIES ARE SUBSTITUTED FOR GEILIN6 JOISTS,THE HEEL JOINT d DEFORMED(21/2"x 0.120" NAIL 23 I x 6 SUBFLOOR OR LESS TO EACH JOIST 3-8d BOX(21/2" x 0.113)OR PAGE NAIL 3/25/Iq PERMIT SET " �� « 2-8d COMMON(2112"x 0.131")OR FOR EXP05URE5 B 4 G AND ALL WIND 5PEED5 CONNECTION REQUIREMENTS SHALL BE TAKEN AS THE TABULATED HEEL JOINT 3q 11/&" TO 1 1/4 od COMMON ON 0.148)NAIL,OR b 12 « 3-I0d BOX C3"x 0.128')OR CONNECTION REQUIREMENT FOR 2/3 OF TE ACTUAL RAFTER SLOPE. 2 12I 4/2/Iq PERMIT SET APPLIES TO ROOF LIVE LOAD OF 20 PSF OR LESS. 2 STAPLES,I"GROWN, Ib 6A. 13/4" ANCHOR BOLT 1DIAMETER (I N) MAXIMUM ANCHOR BOLT SPACING (I N) 9. a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED 5HANK5 EXCEPT WHERE OTHERH15E STATED. NAILS USED FOR FRAMING AND SHEATHING � LONG h.TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME THAT THE CEILING CONNECTIONS SHALL HAVE A MIN.AVERAGE BENDIN61'IELD STREN6TH5 AS 5HOWN: 80 K51 FOR SHANK DIAM.OF O.Ig2'(20d COMMON NAIL), „ n JOISTS OR RAFTER TIES ARE LOCATED AT THE 130TTOM OF THE ATTIG SPACE. F,� 1/2 31 O.G. WHERE CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC,HEEL qo K51 FOR SHANK DIAMETERS LARGER THAN 0.142'EUT NOT LARGER THAN 0.177",AND 100 K51 FOR SHANK DIAMETERS OF 0.142'OR LESS. " n n JOINT CONNECTION REQUIREMENTS OR RAFTER SHALL BE INCREASED 16 THE FOLLOWING b.STAPLES ARE Ib GA.WIRE AND HAVE A MIN.1110 ON DIAMETER GROWN WIDTH. 24 2 OOR TO 5T OR GIRDER 3-Ibd BOX(31/2 x 0.135 OR BLIND AN FA(E NAIL 5/b 48 O.G. c.NAILS SHALL BE SPACED AT NOT MORE THAN b"Ob.AT ALL SUPPORTS WHERE SPANS ARE 48"OR GREATER 2-I6d COMMON(31/2' x O.I62" Project No. 1 -115 FACTORS: Hr,/Hr HEEL JOINT GONNEGTION ADJUSTMENT FACTOR d.4'x 6 OR 4'x q'PANELS SHALL BE APPLIED VERTICALLY. 25 2"PLANKS(PLANK 4 BEAM-FLOOR d ROOF) 3-Ibd BOX(31/2"x 0.135")OR AT EACH BEARING FACE NAIL I.PRESCRIPTIVE LIMITS ARE BA'.iED ON ASSUMPTIONS IN TABLE 32 I/3 15 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL 4 SHEAR LOADS,THE MAXIMUM ANCHOR BOLT 5PACIN6 SHALL NOT EXCEED THE L E-55ER 1/4 1.33 e. SPA(IN6 OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE Rb02 3(2) 2-I6d COMMON I/2" x 0.162" F THE TABULATED VAL.UE5 FOR UPLIFT LOADS(TABLE 320)OR LATERAL 4 SHEAR LOADS (TABL.E 3.28). FOR OTHER ANCHOR BOLT LIMITATIONS SEE f.WHERE THE ULTIMATE DE516N WIND SPEED I5 130 MPH OR LE55.NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING To GABLE 26 BAND OR RIM J015T TO JOIST 3-16d COMMON(3 1/2"x 0.162")OR END NAIL ,TION 32.1.1 AND 3.22.3. I/5 1.25 END WALL FRAMING SHALL BE SPACED b"OG WHERE THE ULTIMATE DE516IN WIND SPEED 15 GREATER THAN 130 MPH NAILS FOR ATTAGHING 4-10d BOX(3"x 0.128") OR PREPARED EXCLUSIVELY FOR SCTM #: TABUTATED ANCHOR BOLT SPI�GIN65 FOR SHEAR LOADS ASSWE WALLS ARE SHEATHED IN AGGORDANGE WITH SECTION 3.4.42. FOR OTHER WALL I/6 12 ATHIN6 TYPE5 THE TABULATED ANCHOR BOLT 5PACIN66 SMALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJ)5TMENT FACTOR IN TABLE 3.110, 1/10 OR LE55 1.11 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORT55HALL BE SPACED 6'O.G.FOR MIN.48"DISTANCE FROM RIDGES EAVES AND GABLE END 4 3"x 0.131'NAILS,OR 1000-1 10-1-2 IN NO CASE SHALL ANCHOR 13OLT SPACIN65 EXCEED 6FT ON CENTER. WALLS.AND 4"O.G.TO GABLE END WALL FRAMING. ; : `x 14 6A.STAPLES,Wo'CROPO LATERAL CONNECTIONS SMALL BE DESIGNED TO RESIST THE LOADS 1N TABLE 53. 9.GYPSUM SHEATHING SHALL GON ORM TO ASTM G 13.16 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A253. FIBERBOARD SHEATHING 27 BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS�20d COMMON(4"x O.Ig2")OR NAIL EACH LAYER AS FOLLOWS SHALL CONFORM To A5TM G 208. 32"O.G.AT TOP 4 BOTTOM AND Scale: AS NOTED WFGM 2015 TABLE 3.2G h.SPACING OF FASTENERS ON FLOOR SHEATHING PAEL EDGES APPLIES TO PANEL EDGES 5UPPORTED BY FRAMING MEMBERS AND REQUIRED 5TA66ERED BLOCKING AND AT FLOOR PERIMETERS ONLY. 5PAG16 OF FASTENERS ON ROOF 5HEATHIN6 PANEL EDGES APPLIES TO PANEL EDGES IOd BOX x 0.128 OR 24"O.G.FACE NAIL AT TOP 4 SILL OR BOTTOM PLATE TO FND. CONNEGTION5 (ANCHOR BOLTS) RESISTING UPLIFT SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO 3"x 0.131" NAILS,AND: BOTTOM STAGGERED ON THE FRAMING MEMBERS NEED NOT 13E PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF TH15 CODE. FLOOR PERIMETER SHALL BE OPP051TE SIDES Drawn By: PLS LOADS FROM HIND, (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.2) EXPOSURE 8 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOGKIN6. 2-20d COMMON x 0. OR FACE NAIL AT ENDS AND AT 1.WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN AGGORDANGE WITH THI5 SCHEDULE,PROVIDE 2 TOE NAILS ON 3-10d BOX(3`x 0.1284)OR EACH 59UGE 700 - YR WIND SPEED 3-SECOND 61157 (MPH) 110 115 120 130 140 150 160 ISO 180 Iq5 ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN AGGORDANGE HITH THI5 SCHEDULE. THE TOE NAIL ON THE 3-3"x 0.131"NAILS PLATE FOUNDATION MAXIMUM BOLT SPACING (INJ 12 OPP051TE 51DE OF THE RAFTER SHALL NOT BE REQUIRED. 28 LE06ER STRIP SUPPORTING JOISTS OR RAFTERS 4-Ibd BOX(3 1/2"x 0.135")OR AT EACH J015T OR RAFTER, SIZE SUPPORTING Date: I/30/201�i 3-I6d COMMON(31/2"x 0.162")OR FACE NAIL 8 FT. ZONES 4-I0d BOX ON 0.120 OR SILL OR BOTTOM 2x4 1-3 STORIES 72 71 57 43 35 30 27 24 22 20 PLATE TO FMD. ¢IOd 0.131"NAILS EACH END TOE NAIL ANCHOR BOLT INTERI R ZONES BRIDGING TO J015T �_ " GOMNEGTION 1-3 STORIES 72 72 66 50 41 35 28 31 26 23 RE515TING: GL I MAT I G AND GEOC R, P}-i I G DF-516N C.R)TfiR I UPLIFT LOADS 8 FT. E ND ZONES 2015 N.Y.S. CODE TABLE R801.2(I) 2x6 I-3 STORIES 72 72 68 51 42 36 32 2q 26 23 WIND DESIGN SUBJECT TO DAMAGE FROM ROUND SEISMIC WINTER TGE BARRIERFLOOD AIR MEAN INTERI R ZONES SNOW WIND- DESIGN DESIGN UNDERLAY- HAZARDS FREEZING ANNUAL 1-3 STORIES -12 72 72 60 4q42 37 34 31 27 LOAD SPECIAL BORNE CATEGORY WEATHERING FRO5TLINE TERMITE TEMP MENT INDEX TEMP Pro]. Orth SPEED TOPOGRAPHIG WIND DEBRISDEPTH REQUIRED DWG. I O� 10 (mph) EFFECT5 REGION ZONE 20# 140 NO ZONE I B SEVERE 3'-O" REFER TO MOD. TO IS° YES REFER TO 1500 OR REFER TO DO NOT SCALE PRINT5 LOCAL JURISDICTION HEAVY LOCAL LE55 LOCAL UR15DIGTION URI50I0TIO AS PER AS PER AS PER, N.Y.S. CODE R N.Y.5. CODE N.Y.S. CODE ABE3REVIATIONS L G.G. SHALL INSTALL (1) GOAT MEMBRANE HATERPROOFI NG OVER FRENCH DRAIN: FIBER MESH ON THE OUT5IDE FAGE5 OFA FOUNDATION ALL T HALL5 4 DIA. PERFORATED PIPE SURROUNDED BY GRAVEL PROTECTED ----- FOOTINGS. THE HATERPROOFINO SHALL BE APPLIED FROM b BY GEOTEXTILE COVER. G°G. 5HALL IN5TALL 5AID DRAIN PIPE A.F.F. - ABOVE FINISH FLOOR I I NEW FOUNDATION AND FOOTING ABOVE GRADE TO BOTTOM OF FOOTING. REFER TO 2015 IRG AROUND ENTIRE PERIMETER OF FOUNDATION HALL5 AND LEAD AWAY ARCHITECTURE, PLLC APB. - ANTHONY POWER BEAM '-- SECTION 8406 FOR AGGEPTABLE HATERPROOFING 4 FROM THE 5TRUGTURE INTO A DRYHELL. B.P. - BEAM POCKET L NEW WOOD FRAME WALL G.J. - GEILIN5 J015T5 DAMPPROOFIN6 MEMBRANES. PH: 631.816.5518 G.M. - GARBON MONOXIDE G.T. - GOLLAR TIES LOAD BEARING WALL FAX 631.415.2150 DN. - DOWN (LOAD BEARING NALL5 5HALL DP. - DEEP HAVE 50LID BLOGKING PLAGED E: DSTEISELOOPTONLINE.NET D.H. - DOUBLE HUN6 BETWEEN 5T05 ® 4'-0" O.G. D.J. - DEGK JO15T5 VERTIGALLY). WWW.DIESELARGHITEGTURE.YPWEB.GOM D.W. - DI5HNA5HER EX15T. - EXI5TIN6 E.P.- ELEGTRIGAL PANEL ® 16"G FRAMING NOTATION 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 F.D.- FLOOR DRAIN FL. - FLU5H FP5G - FIRE PROOF SELF GL05IN6 P` •—•- SECTION MARK GALV.- GALVANIZED A"1 PROJECT TITLE: H.R.-H P RAFTER JM BOARD PROPOSED POOL HOUSE HNH - HOT WATER HEATER VENT FTO EIXTERIORN. ST INSUL. - INSULATION z AS PER NYS GODE L.VL - LAMINATED VENEER LUMBER SECTION 8303.3 N.O.N) MIN. - MINIMUM MNFR. - MANUFACTURER'S ® FLOOR DRAIN M.O. - MA5ONRY OPENING V s I I _ _ _ _ _ _____! PROJECT LOG,4TI ON: O.G. - ON GE14TER A—b TREATED 0.5B. - ORIENTED 5TRAND BOARD v 1 L— — — _ -- -- J ; _ c I 1 FRAMINGFROM CONCRETE. TO PROTECT P.T. - PRE5EURE REF. - REFRI,'' � I •. �' : '• •• '• I _1 AERATOR NEW DOOR HOLD DOWN WALL _ � , ---------, i °1 I I�� WEST ROAR.O, - ROUGH OPENING CONNECTORS ® CORNERS, --------- FIL I TAMP FOR � 3'-b" � TYP.- REFER TO DETAIL, ' 11' I 1 P.G.SLAB 3,500 P51 R.R. R0� F OF L DOOR SIZE SHEET A-1. N+ UTGHOISUE IVY 1135 T. ------------------------------------------------------ ----------------- L----------------------------------------------------- ------------- TYP TYPICAL SMOKE DETECTOR ---------------------------_ ------------ , ------------------ - ---------- -------------------,--------;----------- , U.O.N.- UNLESS OTHERWISE NOTED ' -------------- -- N ------------� --------------------------------- " ®� I Y.I.F. - VERIFY IN FIELD �., ; � ;_ '�'- - -------------------------- � I V.P. - VALLEY PLATE CARBON MONOXIDE m I I a V.R. - VALLEY RAFTER G.M. DETECTOR i 1 ® m z o CRAWL SPACE W.M. - WASHING DES I C NER:MACHINE ; ; N (GL6. HT. = V-0") �� �� ; ' e HOLD DOWN WALL ' ' I ---_-- X m CONNECTORS ® CORNERS, ------ ----------------- -------------------------------------------------------�-,�� I LGY DE51 C NGROUP TYP.- REFER TO DETAIL, PROVIDE W HIGH x 16" WIDE ' °• ip SHEET A-2. SCREENED VENT AS PER NYS 1i -------------- --------------------- ------------ ° .•. -J 1 IVO ------------------- ------ ------------------------ 151 LAI AYETTE 5T., 2 L., CODE SECTION 88408.1, TYP. 1 i i NEW YORK NY ® 4x4 STRUCTURAL POST FOR 2 LOCATIONS. 7-rlI10015 i ' N.A.N.' I �� ° °• ' I LOU 15 YOH PROPOSED HOSE BIB ; (SIMPSON NEW SLAB (TYP): (IN ' ' M11) a43-3552 COMPLIANCE WITH 2015 IRG, AT SLAB APPLIGATION BLOCKING ® STRONG-TIE G520) SECTION 850(,): (UPLIFT ONLY) 24" O.G. 4" POURED CONCRETE SLAB I I I SEAL AND S I C NATURE I ;, •• ; ALLOWSREINF. W/bxb WI.4x WIA WELDED I I I CORNER STUD CONNECTED HOLDDOWN °�° WIRE MESH OVER CLA55 I, EMIL TO TRANSFER SHEAR INSTALLATION z_ VAPOR RETARDER. REFER TO ® ®II SIDEWALL 2015 IRG, TABLE 8402.2, SHEET I - ; ,��REB A Chi zN A-I FOR GONG. STRENGTH. , I Q { Ito ® L. z BELOW 5LAB: 6" MIN. THICK I i UNEXCAVATED COM m �►_� BASE COURSE GONS I5TI NG OF GAMMON m '® qzp °m TURN-UP & GLEAN GRADED SAND, GRAVEL, I , NAILS � - - lo" O.G. ® �� (1) NAIL @ CRUSHED STONE OR CRUSHED 11' I 1 c 1 m II MU05ILL BLAST-FURNAGE SLAG PASSING m (TYP) A 2" SIEVE SHALL BE PLACED REFER TO NAILING ON THE PREPARED SUBGRADE. ; , i ,9r 030438 �O SCHEDULE, 5HT. A-I .\u i'° ; i F OF NES II REFER TO ' AP ON EACH WALL STUD, P NEER SI PLATE INTERIOR FOOTINGS: NATE: BY INCLUSION OF THI5 NOTE, THE OWNER HA5 FIGURE 30A OF I. (I) STR 2015 WFGM 4 NRA U LL L TE 18 DEEP POURED GONG. FTG. I I i i BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION AND UP ON IN51DE FACE OF SILL (TYPJ (BOTTOM OF FTG'S TO i AND/OR DEMOLITION WORK IT 5HALL BE THE OWNER'S T " o RES ON UNDISTURBED 501L , I I 2. INSTALL MIN. 1/2" ANCHOR BOLTS - AND/OR 100% COMPACTED ___ :a I ONB NN TO OBTAIN A BUILDING PERMIT FROM RE5P SPACING A5 PER TABLE 3.2B, THIS SHEET FILL WITH MIN. 2,000 P5F 501E I I i - - _ ---� r--- I THE 60 16 BUILDIN6 DEPARTMENT. THE "51MP50N �iTRONG-TIE" HDU5-SD52.5 12" FROM ALL CORNERS 8 EACH SIDE BEARING CAPACITY) TYPICAL ; i i I i I Ak?GHITEGT DOES NOT RECOMMEND AND DOES NOT OF SILL SPLICE UTILIZING 3-I/2 5 UNLESS OTHERWISE NOTED. i ' ---- ----------------------------------------- - -- - - - - ® I i I GUTA Q e- ° "' q ; •' _- r---- ---------------------------------------------. •' N RANTEE THAT 50LELY BY THE PREPARATION OF SIMPSON STRONG-TIE HDU5-5252.5 WASHERS it BOLTED DOWN ; -- .; i -- `--- ; THlESE PLANS 5HALL GONSTRUGTION OGGUR. 2" (MIN. R-10 ) RIGID PERIMETER SLAB INSULATION (2'-0" VERT. II i, ,;••, I � 'iI IIi I',i Issues and Revisions HORIZONTAL) AS PER 2015BOLD DONN CONNECTION wALL HOLD-DONN PETAI S ENERGY CONSERVATION Date I ssues and Revisions CONSTRUCTION GODS OF N.Y.S.,L CORNRSANBEAK IN ALL TABLE 402.1.2 FOR ZONE 4 4 CFILL e TAMP FOR PRELIMINARY DESIGNHEATHGINWEHNIONSIL® ALALL SATRPGINMAY GOOVR SSED GREATER THAN 1-011 SECTION 402.2.10. ' ' • i 4 P.G.5LAB 3,500 P51 i i i I 2/12/Iq NOT FOR CONSTRUCTIO ; , � :, 1 i I • I � : 8" POURED CONCRETE FOUNDATION I I i v I 2/13/Iq PRELIMINARY DESIGN WALL ON I6"x8" DP. POURED GONG. I i' ' I OT FOR CONSTRUCTION) 2-16d COMMON I. (I) STRAP ON EACH WALL STUD, , I , , „ I I PRELIMINARY DESIGN E NAILS ID" O.G. WRAP UNDER SILL PLATE FTG. REINF W/ (2) #4 REBAR, ON .•; i , I i 1 3/13/Iq OT FOR CONSTRUCTION) VERTICALLY AND UP ON INSIDE FACE OF SILL UNDIST. 501E (2,000 PSF BEARING i i 8" 8"; i IQ-10 18 CAPACITY). BOTTOM OF FOOTING ; '- " 8" , 3/22/Iq PERMIT SET 2. INSTALL MIN. 1/2" ANCHOR BOLTS - TO REST 3FT ABOVE HIGHEST ® SPACING AS PER TABLE 3.28, THIS SHEET WATER TABLE OR CONSULT WITH Iia ; iia , 5/25/1"1 PERMIT SET STUDS/ POST 4 12" FROM ALL CORNERS $ EACH SIDE ENGINEER, TYP. I i• r---- -------------------------------------------------------� .. OF SILL SPLICE, UTILIZING 3-I/2"'aq I ��- -==-'=------ - P--==------=- - ' ® I.' I I ® - e 4/2/Iq �4 • ; PERMIT SET HDU5-5052.5 HOLD WASHERS BOLTED DOWN --- ------------------------_ Lll I I DOWN ANCHORS BY ----� . --------------------------------------------------------- m 'SIMPSON' LINE OF EXTERIOR FACE OF U i y1P�,-�' S THROUGH BOLT (2) 5/8" FRAMED WALL ABOVE L---J `---J Project o o /per D I AM. MACHINE BOLTS °m= 16 4" ..IJ N ' W 1/2" WA5HER5 { WASHER 4 NUTo I PREPARED EXCLUSIVELY FOR SCTM #: 5/8" THREADED ROD PORTEION ' ANCHOR BOLT 'SSTB' o (8d NI ) 12" MIN. 000-110-'7-2 (1) BOTTOM PLATES Scale: AS NOT'EM I ' ' ' FLOOR/ RIM JOIST mA I ' VARIES -6 Drawn By: PLS �-I-URN m' ' ' STRP•P UNDE ;ILL Date: `�, • a (2) SILL PLATES dd I/30201-I 51MP-510N 5TRON6-TIE HDU5-5052.5 ALLOWABLE TENSION LOAD= 5,645# DF/5P F FLAN PC O(: LD DONN GONNEGTI ON Jn�ALL HOLD-DOl/�N DETAILS SCALE: 1/4"= 1'-0" Pro]. North DWG. 2 0� 10 ALL CORNERS ilt ANY BREAK IN WALL ALL STRAPPING MAY GO OVER SHEATHING WHEN IOd NAILS USED e7REATER THAN 4'-011 DO NOT SCALE PRINTS OE I ERAL NOTES . NOTE: AIR SEAL Note: All enetrations- pipe, cable NOTE: GENERAL GONDITION5: A CONTRACTOR MAKING A BID FOR WORK ON TH15 wire, vents or other from conditioned space MECHANICAL, ELECTRICAL I$ PLUMBING 5Y5TEM5 SHALL BE I. ALL DIMENSIONS OF EXIST. 51TE CONDITIONS d STRUCTURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES/ PROJECT IS MADE AWARE BY THIS NOTE THAT IT IS THE to unconditioned s ace must be foam Sealed DESIGNED BY A PROFE5510NAL ENGINEER. ARCHITECTURE, PLLG CONDITIONS AR15E WITH THESE PLANS PRIOR TO OR DURING THE COURSE OF CONSTRUCTION, CONSTRUCTION SHOULD CEASE AND THE ARCHITECT SHALL BE INTENT OF THE OWNER TO HAVE A COMPLETELY INSTALLED and insulated. All framing joints located within NOTIFIED IMMEDIATELY. FAILURE TO DO TH15 WILL RESULT IN THE ARCHITECT ASSUMING NO LIABILITY WITH THE AGTION5 TAKEN TO CORRECT THE JOB AND SHALL UNDERSTAND THAT ALL NEGE55ARY WORK conditioned space with exterior exposure DISCREPANCY. TO COMPLETE THE IN5TALLATION 5HALL BE PERFORMED AT to unconditioned space must be caulked, PH: 631.816.5518 2. PLAN DIMMEN51ON5 ARE FROM FIN15H WALL TO FIN15H WALL,UNLE55 OTHERWISE NOTED. NO ADDITIONAL G05T TO THE OWNER OR PROJECT. foam sealed $ insulated. PAX: 631.415.2150 DEMOLITION: 3. G.G. TO FURNISH 4 INSTALL TEMPORARY BRAGIN6 4 5HORIN6 PRIOR TO THE REMOVAL OF ANY STRUCTURAL ELEMENTS. E: D5TE15EL®0PT0NLINE.NET 4. WA FOUNDATION: WWW.DIESELAR HITEGTURE.VPWEB.COM 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED VIRGIN 501L HAYING A MIN. 2,000 P5F BEARING CAPACITY AS PER 2015 NY5 CODE, SECT. R401, TABLE 8401.4.1,OR GOMPAGTED TO CONFORM TO TH15 CAPACITY. IF GOMPAGTIN6 15 PERFORMED, 501L TE5T5 WILL BE REQUIRED $ APPROVED BY 1101 WAVERLY AVE., HOLTSVILLE, NY 111142 THE ARGHITE:GT. 6. ALL CONCRETE FOOTIN65 SHALL CONFORM TO 2015 NY5 CODE SECT. R403 MIN. 2,500 P5.1. @ 2b DAYS PLAIN CONCRETE UNLE55 OTHERWISE NOTED WITHIN THE5IE PLANS OR SPECIFICATIONS WHEN APPLICABLE. 7. ALL FOUNDATION WALL5 OR SLABS SHALL HAVE PRESSURE TREATED (P.T) SILL PLATES WITH 6ALV. METAL ANCHOR BOLT5 WITHIN 12" FROM EA. 'a` ROAD 51DE I D_ PROJECT TITLE: CORNER TO EXTEND MIN. 7" INTO POURED GONG. FOUNDATION WALL W/3.5" 50. WA5HER5. ANCHOR BOLTS SHALL AL50 BE LOCATED WITHIN 6"-12" FROM i -6 i D_ THEENDS OF EACH PLATE 5EG7I0N, AS PER 2015 WFGM SECTION 32.1.-f. REFER TO WFGM TABLE 326,SHEET A-1,FOR ANCHOR BOLT 51ZE 4 5PAGIN6 i _ 431-0" QI Q- pC POOL OUS REQUIREMENTS. SILL PLATE TO REST ON METAL TERMITE SHIELDS WITH 51LL SEAL INSULATION PLAGED BELOW TERMITE SHIELD AS PER WFGM. I JI Ca FRAMINIC 4 5TRAPPINC: 17'-b° 8'-0" � 17'-6' �I � i �� 8. ALL ROOF EAVES, RID6E5, RAFTER SPACES ABOVE INSULATION, UNHEATED ATTIC SPACES AND FOUNDATIONS GRAWL 5PACE5 SHALL BE VENTILATED AS I = - I m w IWAGATED ON THESE PLANS AND IN GONFORMANGE WITH GOVERNING REC-ULATION5. I ,n-- MA5ONRY LANDING t p 0 L1. ALL 5HEATHIN6 AND 5UBFLOORIN6 SHALL BE EXTERIOR GRADE AND A5 REQUIRED BY ALL GOVERNING REGULATIONS. Q I m CL STEPS WITH �' N N 10. ALL FLOOR J015T SHALL BE DOUBLED AT END RUNS, UNDER PARTITIONS RUNNING PARALLEL TO THEM AND UNDER BATHTUBS. ' O BLUESSLOPTONE PAVERS, LEADERS TO O I �� TYP. (SLOPE AWAY � I II. GR055 BfRID61N6 SHALL BE PLACED IN ALL FLOOR SYSTEMS,MINIMUM OF 8'-0" ON CENTER AND OF TYPE REQUIRED BY GOVERNING CONST. CODE. DRYWELLS, TY-P. I 14'-10" FROM DWELLING) z q'-,2. 2" PROJECT LOCATION: 12. INSTALL PLYWOOD 5HEATHIN6 VERTICALLY AT ALL CORNERS. NAILIN6 SPECIFICATIONS TO GONFORM TO GOVERNING REGULATIONS. 13. ALL ROOF RAFTERS SHALL HAVE HURRICANE TIES THAT ATTACH TO TOP PLATE 4 STUD. HOLD DOWN WALL GONNEGTORS I i WEST 14. BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ROOF 6UTTERS, FASCIA ENDS, GYPSUM BOARD CORNERS AND E06E5, CABINETS AND ACCESSORIES, ETC. . I , _ �/ I ti ROAD/ CORNERS, TYP.- REFER I ' CUTGHOGUE NY I Ig35 36"x54' GASEME '-O" x r- FREGH 3b"x54' CASEMENT 3b"x54" ASEMENT ' m15. INSTALL FIRE 5TOPPIN6 AT ALL REQUIRED LOCATIONS TO COMPLY WITH 2015 N.Y.5. CODE SECTIONS 502.13, 602.8 4 1003.Iq. TO DETAIL, SHEET A-I. i`` (HEAD T.= 6'-8") 5 Doo " 1 _ (HEAD HT.= 6 8 ) (HEAD H .= 16. PROVIDE FIRE RATED A55EMBLIE5 AS INDICATED ON DRAWINGS AND IN COMPLIANCE WITH APPROPRIATE TE5TIN6 A6ENGY SPECIFICATION. i I 17. CONTRACTOR SHALL INSTALL METAL WALL TIES AS PER DRAWING 5PEGIFICATION5 IN ACCORDANCE WITH THE 2015 NEW YORK STATE RE51DENTIAL OUTDOOR SHOWER I (3) 2xb (3) 2xb (3) 2x6 (3) 2xb I I'-8"x 2'-2" GRAWL ' 8'-I" I BUILDING CODE. SEE DETAIL SHEET FOR WALL TIE LOCATIONS. I 16'-4" 4141 2'-0" q1-3" SPACE ACCESS 10, LOAD 3EARINC 5TRUGTURE: IN uj V 18. WA c° I SLOPED G G. O o `, / &N ; DE51 C HER: Iq. WA Q1 L L r N a- SLOPED GLC. 4 L GY DES I C�N�ROUP 20 PROVIDE POSITS BELOW ALL 6IRDER5 4 BLOCK 50LID DOWN TO FOUNDATION WALL OR 61RDER BELOW I N (2) 13/4"x I I I/4" LVL FLUSH -\\�/-J ( ) 1 3/4"x II 1/4 LVL FLUSH , 21. LUMBER TO BE DOUGLAS FIR, Fb=b50, E= 1.3 x 106 OR BETTER I -- -- -- -- -- -- -- -- I5T., 2ND. �L., 151 LA�A�YETTE 22. MIGROLAM LVL'5 BY TRU55 J015T,MIN Fb=2,600 P51, E= I.q x 106 6 z 101-b" '-o" 8'-I" b'-0" I'-3" q'_3" I NEA 101 , NY 10013 23. ALL STEL BEAMS, 61RDER5, LINTEL5, ETC. USED SHALL BE AS PER A5TM A36, Fb=23,760, E= 2q x 10 4,14 I 24. FASTENERS, HAN6ER5 4 TIE DOWN GONNEGTOR5 THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DE516NED FOR SUCH USE- REFER I x N x 4 Q - i LOU 15 1 TO MANUFAGTURER5 SPECIFICATIONS. i no `* �x m w M.E.P. 10TE5: ; n CN v 25. ALL PLUMBIN6, HVAG, AND ELECTRICAL WORK SHALL BE PERFORMED BY LI(EN5ED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL = ATIN6 A6ENGIE5. I i APPLICABLE CODES AND RE6UL , U , 26. ALL STORM WATER AND SEWAGE DISPOSAL 5Y5TEM5 SHALL BE DE516NED AND INSTALLED AS PER C0VERNIN6 HEALTH DEPARTMENT AND REGULATION SEAL AND 91 C N,4TURE A6ENGE5 REQUIREMENTS. I o N m 27. ALL NEW UTILITIES INDICATED SHALL BE DE516NED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN GONFORMANGE WITH APPROPRIATE RULES AND REGULATION5 AND ALL 6OVERNIN6 RULES. _ I �? N �p AR y� INSPECTED AND APPROVED. -�� I 4 4 ST 28. ELECTRICAL WORK 70 BE UNDERWRITER'S _ , - _ � l �i 6 _ 2q. CENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED I'-3" A.F.F. UNLE55 OTHERWISE NOTED.GONTR,AGTOR SHALL FURNI5H AND INSTALL A i G.M. 0 MINIMUM OF ONE OUTLET PER WALL AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL. I 25x54 ATTIG cx z 30. CENTERLINE OF TYPICAL LI67HT SWITCH TO BE MOUNTED 4'-0" A.F.F. UNLESS OTHERWISE NOTED. I ACCESS STAIRS. m I DOUBLE FRAME uy 31. GONTRAGTOR TO COORDINATE LOCATION OF LIGHT FIXTURES WITH SMOKE DETECTORS. I ALL AROUND ow I INSTALLED BY CONTRACTOR AS 1-10 ' (R-13 BATT I s 0333$ o 32. CABLE,, DATA AND TELEPHONE JACKS TO BE FURNISHED AND T LLED PER MEOWNERS REQUIREMENTS. I INSUL). -- -� z ; rgTF O11z 1zF LU 33. ALL HVAC WORK SHALL BE DE516NED AND INSTALLED AS PER THE 2015 RESIDENTIAL GODE OF NEW YORK STATE, CHAPTER 12-23 I z cx ', I _ N PP y z I NOTE: BY INCLUSION OF TH15 NOTE, THE OWNER HAS INGLU51VEL.Y AND ALL DUGT5 SHALL BE INSULATED IN ACCORDANCE WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE, 5EGT. 503 I � m I ': i 4 Q n It d I BEEN ADVI5ED THAT PRIOR TO ANY CONSTRUCTION 34. ALL ELECTRICAL EQUIPMENT WIRING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/ CHAPTERS 34-41 OF THE 2015 , x N `2'-6" 5'-b" '.2' "I 20'-I" `r 2'-b" 5'-6" 2'-6° N O I AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S RESIDENTIAL CODE OF NEW YORK STATE. 1 m I RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM I i I THE 60VERNIN6 BUILDIN6 DEPARTMENT. THE 35. ALL WINDOW5 AND 6LA55 DOOR5 5HALL BE INSTALLED IN ACCORDANCE W/ 2015 RESIDENTIAL CODE, SECTION R60q. ALL 6LAZIN6 (2) 1 3/4"x 11 1/4" L -_Y - (2) 1 3/4"x II 1/4" LVL (2) 1 3/4"x 11 1/4" LV ARrHITEGT DOES NOT RECOMMEND AND DOES NOT SHALL GOMPLY W/ 5EGTION 8308I -' -- -- -- -- -- -- -- � , GUARANTEE THAT SOLELY BY THE PREPARATION OF 36. ALL PLUMBING WORK SHALL BE DE516NED AND INSTALLED AS PER THE 2015 RESIDENTIAL CODE OF NEW YORK STATE, CHAPTER 25-33 I I THESE PLANS SHALL CONSTRUCTION OCCUR. INCLUSIVE. ALL DOMESTIC WATER SUPPLY LINES SHALL BE COPPER TYPE 'L' UTILIZIN6 5% MAXIMUM LEAD CONTENT SOLDER 37. ALL WINDOWS SHALL BE W/LOW "E" INSULATED GLAZING. I Issues and Revisions SLOPED GLC. z 2 5011 TRANSOM SLOPED GLC. i O Date Issues and Revisions z w (2) 5'-0 x7'-O" FRENGH O DOORS O i PRELIMINARY DESIGN ' x �� cx < MASONRY O xw Q ND LD ' 2/12/11 OT FOR CON5TRUGTIO EXIE5TINO GOND I T IONS NOTES : i X O d' r- I 2/13/11 PRELIMINARY DESIGN I my m m PATIO m - I OT FOR GONSTRUCTIO I. THE ARGHITEGT SHALL NOT BE HELD LIABLE FOR ANY AND ALL UN-FOR5EEN AND UN-DOGUMENTED CONDITIONS NOT READILY VISIBLE. BY I x x I PRELIMINARY DESIGN " N INGLL61ON OF THIS NOTE THE OWNER 4 CLIENT HAS BEEN ADVISED THAT UNKNOWN BUILDING 4 51TE CONDITIONS WITHIN THE 5GOPE OF TH15 (SLOPE AWAY o I 3/13/11 I � I OT FOR CONSTRUCTION) WORK CAN ONLY BE ADDRE55ED AS THEY AR15E OR ARE DISCOVERED. DOGUMENTED CONDITIONS BY THE ARCHITECT ARE 50LELY FOR THE i m FROM DWELLING) u- u� ' 10'-6" 3'-8" 12'-4" 3'-8" 3/22/11 PERMIT SET ARCHITECTS USE IN PREPARATIONS FOR PROPOSED WORK AND DO NOT CERTIFY OR CONSTITUTE 5TRUGTURAL INTE6RITY OF BUILDING40 COMPONENTS OR LE6AL CONFORMANCE OF PRIOR WORK. THE ARGHITEGT REGOMMEN05 THAT THE OWNER HIRE A LICENSED EN61NFFR VERSED i (3) 2x6 I 3/25/11 PERMIT SET IN INSPECTION AND TESTING 5ERVIGE5 FOR A FULL REPORT. I (3) 2xb , ❑ 3/21/11 PERMIT SET 2. THE ARCHITECT SHALL HAVE NO CONTROL OVER OR CHARGE OF AND SHALL NOT BE RE5PON51BLE FOR CONSTRUCTION MEANS,METHODS, 36" 54" ' 36" 54" SEQUENCES OR SAFETY PRECAUTIONS AND PR06RAM5 IN CONNECTION WITH THE WORK SINGE THESE ARE SOLELY THE GONTRAGTOR'5 `--------------------------MINT ____________ _____________ RESPONSIBILITY UNDER THE CONTRACT FOR GO%TRUGTION. THE CLIENT SHALL HOLD HARMLE55 THE ARCHITECT FOR ANY DAMA6E5 THAT ARE GA MENT 4/2/11 PERMIT SET LEADERS TO A RESULT OF THE CONTRACTORS NE6LI6ENT ACTS. DRYWELLS, Tr-P. 5'-Id" 5'-l0" 7'-2" 5'-4" 7'-2' 5'-10" 5'-10" Pro j�ect No. 11-115 3. THE OWNER/GLIENT BY INGLU51ON OF TH15 NOTE 15 MADE AWARE THAT CERTAIN ASSUMPTIONS HAVE BEEN MADE RE6ARDIN6 EXISTING II'-8" Iq'-8" 111411 GONDITIONI5 WHIGH MAY PREY=NT THE EXECUTION OF 50ME OR ALL ASPECTS OF THE PROPOSED PROJECT. SUCH CONDITIONS GAN ONLY BE 10 ADDRE55ED AND RESOLVED AS THEY ARISE. THESE GONDITION5 MAY INGUR ADDITIONAL WORK AND G05T WHIGH THE ARCHITECT SHALL NOTPREPARED EXCLUSIVELY FOR SCTM #: BE RESPONSIBLE FOR. 43'-0' 1000-110-17-:2 POOL 51DE 4. WORK DONE BY OTHERS -THE ARCHITECT SHALL NOT BE LIABLE FOR ANY WORK INCLUDED IN THESE PLANS DE516NED BY OTHERS. THI5Scale: AS NOTED SHALL INCLUDE ALL WORK NOT 516NED AND SEALED BY THE ARCHITECT. THE CLIENT SHALL HOLD I E-55 THE ARCHITECT FROM ALL WORK b"x b" P.T. L CONTINUOUS LINEAR "BY OTHERS". TRELLIS POSITS DRAINAGE STRIP TO pAS SELECTED LEAD TO DRYWELL _6 BY OWNER, 5. THE ARCHITECT HAS ENDEAVORED TO THE BEST OF HIS PROFESSIONAL ABILITY TO PREPARE THE5E PLANS. IN THE EVENT ANY DI5PUTE5 TYPICAL FOR Drawn By: PLS AR15E BETWEEN THE CLIENT/OWNER AND THE ARGHITEGT GONGERNIN6 ANY WORK PERFORMED BY THE ARCHITECT OR HI5 AC-ENT5-EMPLOYEE5 (2) LOGATION5 WHIGH CANNOT BE RESOLVED BETWEEN THE PARTIES, BY INGLL61ON OF TH15 NOTE AND USE OF THESE PLANS YOU AGREE TO SETTLE ALL LEGAL ACTION THROUGH MEDIATION AND /OR BINDING ARBITRATION. Date.: 6. THESE DRAWINGS AND 5PEGIFIGATION5 ARE THE PROPERTY OF DIESEL ARCHITECTURE,PLLG AND ARE FOR USE 50LELY WITH RESPECT TO TH15 PROJECT ONLY. THEY ARE NOT TO BE USED BY THE OWNER,GONTRAGTOR,5UB-GONTRAGTOR5 OR 5UPPLIER5 ON OTHER PROJECTS OR FOR ADDITIONS TO TH15 PROJECT OUT5IDE THE 5GOPE OF THE WORK. THE ARCHITECT SHALL BE DEEMED THE AUTHOR AND RETAIN ALL COMMON L.AW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE GOPYRIGHT5. THE DE516N SHOWN AND DESCRIBED HEREIN, INCLUDING ALL TECHNICAL DRAWINC5,ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED, OR COMMERGIALLY EXPLOITED, IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT. POOL HOUSE AREA = 1,367 S.F. IRST ��OOR ����IPOOL-SIDE PATIO 4 STEPS = 246 S.F.I `� ROAD-SIDE LANDING 4 STEPS = 46 S.F. P'1'OD. N®1'��1 5GALE: 1/4"= 1'-0" DO NOT SCALE PRINTS RIDGE BOARD 4 COLLAR TIES: TYPIGAL ROOF GON5TRUGTION FOR METAL ROOF 5HIN6LE5, MINERAL-5URFAGED ROLL ROOFING, UNLE55 OTHERWISE NOTED, GOLLAR TIE5 ARE TO BE SLATE t SLATE-TYPE 5HIN6LE5, WOOD SHINGLES, WOOD 5HAKE5, METAL PANELS: PLACED IN THE UPPER THIRD OF THE ATTIC 5PAGE, A5 PER DETAIL 3.IOG 4 5EGTION 3.2.6.1 OF THE 2015 WFGM. AROHITEOTURE, PLLO TABILE Rg05.1.1 (1) UNDERLAYMENT TYPES: A RIDGE BOARD MAY BE USED IN LIEU OF A RIDGE BEAM • UNDERLAYMENT SHALL BE A5TM D 226 TYPE 2 OR A5TM D 48661 TYPE 4 OVER SHEATHING. ON ROOF SLOPES 6REATER THAN 3:12. (WFGM 2015 PH: 63I.SIb.551D 5EGTION 3.5.1.4) TABLE Rg05.1.1 (2): UNDERLAYMENT APPLICATION: FAX: 631.415.2150 • FOR ROOF 5LOPE5 OF 2:12 TO 4:12, UNDERLAYMENT SHALL BE (2) LAYERS APPLIED IN THE E: 05TE15ELOOPTONLINE.NET FOLLOWIN6 MANNER: APPLY A Iq" STRIP OF UNDERLAYMENT FELT PARALLEL TO AND WWW.DIESELARGfiITEGTURE.VPWEB.GOM 5TARTINAT THE EAVES. 5TARTIN6 AT THE EAVE, APPLY 36" WIDE SHEETS OF 6 UNDERLAYMENT, OVERLAPPING 5000E551VE SHEETS IgII, AND FASTENED 5UFFIGIENTLY TO l.Y HOLD IN PLAGE. 1101 WAVERAVE., HOLTSYILLE, NY 11142 • FOR ROOF SLOPES OF 4:12 OR 6REATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED 5HIN6LE FASHION, PARALLEL TO ROAD 51DE AND 5TARTIN6 FROM THE SAVE AND LAPPED 4". END LAPS SHALL BE 4" AND SHALL BE PROJECT TITLE: OFFSET BY 6 FEET. PROP05ED POOL HOUSE TABLE R6105.1.1 (3) UNDERLAYMENT ATTAGHMENT: • THE UNDERLAYMENT SHALL BE ATTACHED WITH GORRO510N-RE515TANT FASTENERS IN A GRID PATTERN OF 12" BETWEEN 51DE LAPS WITH A 6" 5PAGIN6 AT THE SIDE LAPS. NEW WOOD 5HAKE5 / 5HINGLES • UNDERLAYMENT SHALL BE ATTACHED U51N6 METAL OR PLA5TIG GAP NAILS OR GAP STAPLES UNDERLa MENT NER OVER WITH A NOMINAL GAP DIAMETER OF NOT LE55 THAN I". METAL GAPS SHALL HAVE A A THIGKNE55 OF AT LEAST 32 6A. SHEET METAL. POWER-DRIVEN METAL GAPS SHALL HAVE A GONTINUOU5 ICE 5HIELD BARRIER THIGKNE55 OF 0.01". MINIMUM THIGKNE55 OF THE OUT5IDE EDGE OF PLA5TIG GAPS SHALL BE FROM FA5GIA TO 2'-0" BEYOND PROJECT LOCATION: PLATE. REFER TO DETAIL, THI5 0.035". THE GAP NAIL SHANK SHALL BE NOT LE55 THAN 0.083" FOR RIN6 SHANK GAP NAILS i 5HEET. 1165 WEST ROAD, AND O.Ogl FOR SMOOTH SHANK GAP NAILS. STAPLES SHALL NOT BE LE55 THAN 21 6A. GAP NAIL SHANK AND GAP STAPLE LEC-75 SHALL HAVE A LENGTH 5UFFIGIENT TO PENETRATE CiUT OH06UE, NY 11X55 THROU6H THE ROOF SHEATHING OR NOT LE55 THAN 3/4" INTO THE ROOF SHEATHING. Rg015.1.2 IGE BARRIER: m DESIGNER: IGE BARRIER SHALL BE INSTALLED FOR ASPHALT 5HINCLE5, METAL ROOF 5HIN6LE5, I N LOY DESI6N6R®UP MINERAL-5URFAGED ROLL ROOFING, SLATE AND SLATE-TYPE 5HIN6LE5, WOOD 5HIN6LE5 AND N WOOD 5HAKE5. THE IGE BARRIER SHALL GON515T OF NOT FEWER THAN TWO LAYERS OF 1 LOAD BEARING WALL BELOW r----------- - --- ----------------------------------------------------------------------------------------------------------------------- 151 LA�AYETTE ST. 2ND. �L., UNDERLAYMENT CEMENTED T06ETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET I NEN YORK NY 10013 SHALL BE USED IN PLAGE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST E06E5 OF ALL ROOF 5URFAGE5 TO A POINT NOT LE55 THAN 24" IN51DE THE EXTERIOR WALL LINE OF o `� I LOU 15 YOH� THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8:12, THE IGE BARRIER SHALL AL50 BE APPLIED NOT LE55 THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE IDiN7e, Mil) S45-5rJ' rJ' 2 EAV E EDGE OF THE BUILDIN6. • EXGEPTION: DETAGHED AGGE55ORY 5TRUGTURE5 NOT GONTAININ6 GONDITIONED FLOOR x AREA. SEAL AND 516 NATURE: I � o D A C TABLE Rg05.1.5 (2) INSTALLATION NOTES: ® (2) 2xI0 RIDGE c)�o.s FSti�T NAIL REQUIREMENT5 FOR WOOD 5HAKE5 AND WOOD 5HIN6LE5 I. WOOD 5HIN6LE ROOF SHALL COMPLY WITH ALL PROVISIONS OF SECTION Rg05.1 I � 7 5HAKE5 NAIL TYPE MINIMUM MINIMUM 2. WO�;D SHAKE ROOF SHALL COMPLY WITH ALL x LC J AND MINIMUM HEAD SIZE SHANK DIAM. LENGTH PROV1510N5 OF 5EGTION R g05.b. " u u I p I q 030433 yOQ` 18 5F AI6HT-SPLIT 5d BOX 13/4" O.Ig .OSn � I F O F NES 18" AND 24" bd BOX 2" O.Ig" Oql5ll NOTE: BY INGLL61ON OF THI5 NOTE, THE OWNER HA5 HANDSPLIT AND I ; BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION RESAI,JN AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S c i i RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 24" TAPER-SPLIT 5d BOX 15/4" O.Iq" .OS" I THE 6OVERNIN6 BUILDING DEPARTMENT. THE LOAD BEARINO NALL BELOW ARGHITEGT DOES NOT REGOMMEND AND DOE5 NOT IV AND 24" TAPER5AWN bd BOX 2" O.Iq" .06115" ----------- ----- --------- - ------------------------------------- 6WA�NTEE THAT 50LELY BY THE PREPARATION OF ---- -_- - - _ - _ - -_- -_- - _ - _ - _ - -_- -_- - _ - _ - - -_- -- - - THIE5E PLANS SHALL GON5TRUGTION OGGUR. SHINGLES Issiues and Revisions Date Issues and Revisions 0 Ib" 2/12/14 AND IV 3d BOX 1 1/4" O.Iq" .08" I i PRELIMINARY DESIGN OT FOR GONSTRUGTIO N � ' — i 2/13/14 PRELIMINARY DESIGN OT FOR GON5TRUGTIO 24" 4d BOX 1 1/2" O.Iq" .OS" of D'—EXTERIOR RA E OPEN O m iL 5 2).'b P.-I. F MIN i i 3/13/14 PRELIMINARY DESIGN "E" OT FOR GON5TRUCTIO i x i i i 3/22/14 PERMIT 5ET i 3/25/14 PERMIT 5ET (51MP50N 5TRONG-TIE OBTI) _ _ _ - _ _ _ - _ _ _ � � Q 4/2/14 PERMIT 5ET _ G _ -- -- , -- RAILINGv- G G G Pra jest No. J015T P05T POOL 51DE ° ® A PREPARED EXCLUSIVELY FOR SCTM #: (51MP50N STRONG-TIE DRTB) A-6 ® ° (SIMP50N STRONG-TIE H8) 1000-110-'1-2 Scale: AS NOTED e 2"MINI M I ° ° SIDEGOVE�Z : ° ° raum By: D 5 ii m ' g I/30/201 e( 0 ° O°•o o �0o�O °4 . ® Dote: °o O p°a od O ® • ° e (51MP50N 5TRONG-TIE ABU44) ° 1ZZK%P2- 0 0 (51MP50N STRONG-TIE PG) TYPICAL BGS POST GAP / BASE INSTALLATION ROOF FLAN A � 4 =Oi< OONNEOTION DFTAIL5 Pro]. NOrth�NT.!� Dw�. o to SCALE: 1/4"= 1'-0" DO NOT SCALE PRINTS ARCHITECTURE, PLLC GONTINUOU5 RIDGE VENT, TYP. PH: 631.816.5518 12"x 18" GABLE END ATTIC WOOD SHAKES / SHINGLES TO VENT WITH INSECT SCREEN, MATCH EXISTING DWELLING, TYP. ICE AND SNOW PAX: 651.415.2150 TYP MEMBRANE AT ROOF E: DSTEISELSOPTONLINE.NET T.0 RIDGE I VALLEYS -- --—� WJNW.DIESELARGHITEGTURE.VPWEB.GOM CURVED ROOF TRANSITION, STEEL FACTORY GASEMENT 12 TYP. WINDOH5, TYP. 1101 NAVERLY AVE., HOLTSVILLE, NY 11142 8 -� - ,�, "LIVE EDGE" CEDAR CLAPBOARD l 51DINO OVER AIR INFILTRATION BARRIER, PROJECT TITLE:: EAVE DETAILAIL TO MATCH EXISTING DWELLING, TYP. ll Q 3 T.O. PLA 12 T.O. PLATE PROPOSED POOL HOUSE "-�.-� -� -� -� -� -ti -� -� - -- ti T.O. PL ., PLA T.O. PLA 36" HIGH HAND RAIL A5 PER -� -� -� -� -� -ti-ti -� -ti -� -� -� -� -� -� -� -� EAVE DETAIL TO CODE. MATCH E 15TI NG - DWELLIN , TYP. -� ,, PROJECT LOCATION: "LIVE ED E"GEDAR N LLLJ — 1165 / EST ROAD/GLAPBO RD SIDING OVER AIR INFILTRATION CUTCH®SUE, NY I I X55 F I RST FL. �� �� �J �J�� -���� ����-��-���� F I RST FL. -- - ti -� EL. Icl.4 ± DE:SICNE:R: � N GRADE EL. 18.4 t /��IP EL 17.8 ± SI EL. 17.0 I PROPOSED GRADE LC"( DESIGNCROUP � ± EL. I i .O ± 151 LA�AYETTE ST., 2ND. PL., 1 i Q ALL NEW WINDOWS SHALL 1 I i I ' m HAVE DOUBLE PANE LOW I "E" GLAZING. ALL 1 ' ' I�IW YORK NY IO®I3 I r n---------------------------------------------------------------------------------------------------------------------� 1------------------------------------ --------- — � L------------------- WINDOWS TO BE FLASHED � ------------------------------------------------- ------------------� I -----------------� A5 PER MFG. L--------------------------------------�-------- ---------------------------------------------------1------------------- -----------------� LoU I S YOT I SPEGIFIGATIONS, TYP. MASONRY LANDI1�lG B MASONRY PATIO WITH POURED GONG. M11) Q 45-3552 STEPS WITH POURED FOUNDATION WALLS d WITH STONE TRELLISAABOVE. FOUNDATION WALLS � GJ`T✓ BLUESTONE PAVERS, FOOTINGS,FOUNDATION TYP. FOOTINGS, TYP. P. C) LEFT SIDE ELEVATION- NEST FRONT ELEVATION- SOUTH (FOOL-SIDE) SEAL AND SIGNATURE: p SCALE:: I/4"= I'-O" SCALE: I/4"= I'-D" AR ST o� 1 _ ; s JIL ST 030A tea, q rE o r cs< NOTE: BY INGLU51ON OF THIS NOTE, THE OWNER HA5 BEEN ADVISED THAT PRIOR TO ANY GONSTRUGTION AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S RE5PON5113ILITY TO OBTAIN A BUILDING PERMIT FROM THE C70VERNING BUILDING DEPARTMENT. THE AND DOE5 NOT 12 GUARANTEE THAT 50LEL YGBY THEP REPARATION OF THESE: PLANS SHALL GONSTRUGTION OGGUR BO RD AND BATTEN Issues and Revisions SIDING, TYP. Date Issues and Revisions 12 2/12ACI PRELIMINARY DESIGN "A" d "B" —sic $T.O. PLATE 3 12 JE I OT FOR GONSTRUGTIO ----v--- PRELIMINARY DESIGN "C" ti ti Q 3 OT FOR CONSTRUCTION PRELIMINARY DESIGN "D" T.O. PLATE PLATE p T.O. PLATEOT FOR GONSTRUGTIO - - - - -- , -- -- PNARY OTLFOI R GONDST51oN 11E-1 1'I -ti- - —- - — -ti —; -- — 3/22/Iq PERMIT 5ET 3/25/1q PERMIT 5ET 4/2A CI PERMIT 5ET Project No. I"1-115 -Ali ,` FIRST FL.-_ PREPARED EXCLUSIVELY FOR SCTM #: �� 1000-110-'1-2 EL. 18.4 ± + + ; Scale: A5 NOTED E�. 18.4 - EL. 18.6 _ EL; 18b - + 1 EL. 1j.& ± 36" HIGH HAND ' MA50NRY LANDING 4 I I RAIL A5 PER I STEPS WITH 1 Drawn By: DLS CODE. i BLUESTONE PAVERS, 1 I I I TYP. L--------------------------------------------------------------------------------------------------------------------1 I ------------------------------------------------------- --------------------------1------------------------------------- Date: I/3O/2O1q I ( HT 51 I)E ELEVATION- EAST (--�fi��A�R �EL�EVATION- NORTH (STREET VIEN) Pro]. North SCALE: 1/411= 1'-0" SCALE: 1/4"= I'-0" NOTE: ' I. ALL INTERIOR WALLS IN PRESSURE TREATED Ll1MBER (8317): PINI 5HE5: 4"O.G.NAIL sPAGING BATHROOMS AND OTHER PROTECTION OF WOOD � WOOD BASED PRODUGT5 FROM DEGAY 0 5hEATHIN6 ROOF RAFTER5 A5 PER PLAN OF WALL EQUALS (p OF VENT PIPE HIGH M015TURE AREAS 4, 1/2° SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF I. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. CODE i SHALL BE FINISHED WITH �` � NATURALLY DURABLE WOOD OR WOOD THAT 15 TABLE 8702 3S. L ;- MOISTURE RE515TANT ARCHITECTURE, PL.L.G 2. INSULATION SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. CODE, CHAP. II,TABLE 2xb INTERIOR FRAMING PRE5ERVATIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE NI102.1.2 , a 16" o.c. 6YP5UM BOARD 4 GEMENT 5PEGIE5, PRODUGT, PRE5ERVATIVE AND END USE. PRESERVATIVESTBOARD 1N TUB SHOWER. PH: 631.816.5518 3. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. CODE ,;, , '' � I/2" GYPSUM BOARD 2. LOAD BEARING WALLS SHALL BE LISTED IN SECTION 4 OF AWPA UI. SECTION R7o2. SHALL HAVE SOLID (2) 2x4 TOP PLATES FAX: 631.415.20150 1. WOOD JOISTS OR THE BOTTOM OF A WOOD 5TRUGTURAL FLOOR 4. EXTERIOR WALL GOVERING SHALL BE IN AGGORDANGE WITH 2015 N.Y.5. GODE , ; VENT PIPE STACK BLOGKIN6 PLAGED WHEN GLO5ER THAN 18" OR WOOD GIR.DER5 WHEN GL05ER THAN 12" TO 5EGTION 8703. ,; ' ; BETWEEN 5TUD5 ® 4'-011 (1) LAYER 1/2" GYP. BD. EA. E: D5TE15EL@0PT0NLINE.NET THE EXP05ED GROUND IN GRAWL 5PAGE5 OR UNEXGAVATED AREA 5. ROOF 5HING1 E5 SHALL BE INSTALLED IN AGGORDANGE WITH 2015 N.Y.5. GODE R - O.G. VERTIGALLY. SIDE OF FRAMED WALL N.O.N. LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 5EGTION Rg05. 2xb BASE PLATE ON PLANS) _ WWW.DIESELARGHITEGTURE.YPYVEB.GOM 2. WOOD FRAMING MEMBERS THAT RE5T ON GONGRETE OR MA50NRY (b. ALL INTERIOR WALL5 IN BATHROOMS AND OTHER H16H MOISTURE AREAS SHALL BE EXTERIOR FOUNDATION WALLS AND ARE LE55 THAN 8" FROM THE FINI5HED WITH MOISTURE RE515TANT 6YP5UM BOARD 4 GEMENT BOARD IN TUB 8 2x4 STUDS SPACED ® 16" EXPOSED GROUND. SHOWER. PLY. 5UBFLOOR O.G. N.O.N. ON PLAN5) 1101 WAYERLI' AYE., HOLTSVILLE, NY 11942 3. 51L.5 � 5LEEPER5 ON A GONGRETE OR MA50NRY 5LAB THAT 15 IN 1. M015TURE VAPOR RETARDER 15 TO 13E INSTALLED ON THE WARM-IN-WINTER 51DE 2x4 ouTLOOKERS DIREGT CONTACT WITH THE GROUND UNLE55 5EPARATED FROM 5UGH OF THE INSULATION IN ALL FRAMED WALL5, FLOOR5, ROOF AND GEILIN65 SINGLE FLOOR JOIST Sim son Stron Tfe ® EACH SIDOF VENT 5LAB BY AN IMPERVIOUS M015TURE BARRIER. GOMPRISIN6 ELEMENTS OF THE BUILDIN6 THERMAL ENVELOPE IN AGGORDANGE WITH H2o 9 )=PIPE UNDER 2xrg WALL BASE AS PER PROJECT TITLE: 4. THE EN05 OF WOOD GIRDER5 ENTERING EXTERIOR MA50NRY OR 2015 N.Y.5. CODE 5EGTION 8318. " S. R302A FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND GABLE END WALL HOMEOWNER GONG51DE5 ETN WALLS HAVING CLEARANCES OF LE55 THAN I/2 ON TOPS, GEILIN6 FIN15HE5. FLAME SPREAD AND SMOKE-DEVELOPED INDEXES FOR WALL AND FLOOR LINE PROPOSED POOL HOUSE 51DE5 D ENDS. GEILIN6 FINISHES SHALL BE IN AGGORDANGE WITH 5EGTION5 R302AI THROUGH NOTE 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF R3o2.q.4. WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT I.REFER TO SECTION 2.1.3.46 , A BUILDING HAVING A GLEAR,ANGE OF LE55 THAN 6 FROM THE GREATER THAN 200 (R302.q.U. WALL AND GEILIN6 �THE FINISHES SHALL HAVE A E wFGM GROUND OR LE55 THAN 2 MEASURED VERTICALLY FROM CONCRETE SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (8302.012). STEPS, PORCH 5LAB5, PATIO 5LAB5 AND SIMILAR HORIZONTAL RAKE OVERHAN5 L I M I T5 DET A I L FLOOR N�SECTION TYP Ir AL Nr=N I NTrER I OR WALL. 5URFAGE5 EXP05ED TO THE WEATHER. 6. WOOD 5TRUGTURAL MEMBERS 5UPPORTIN6 M015TURE-PERMEABLE EXTERIOR WALLS O 05tALE:=N.T. SCALE: (-1/2"= I'-O" (TYPIGAL) SCALE: N.T.S. NON-RATED FLOOR.5 OR ROOF5 THAT ARE EXP05ED TO THE WEATHER, 5UGH A5 NEW EXTERIOR WALLS TO BENEW INTERIOR WALL5 TO BE PROJECT LOCATION: GONGRETE OR MASONRY 5LAB5, UNLE55 SEPARATED FROM 5UGH GON5TRUGTED W2x6 5TUD5 @ GON5TRUGTED W/ 2x4 5TUD5 @ FLOOR5 OR ROOF5 BY AN IMPERVIOUS M015TURE BARRIER. 1. HOOD FURRING 5TRIP5 OR OTHER WOOD FRAMING MEMBER5 16" o.c. WITH R-21 BATT IN5UL. 16" o.G. UNLE55 OTHERWI5E 1165 WE5T ROAD, ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MA50NRY UNLE55 OTHERN15E NOTED. NOTED ON PLAN5 2015 Wr.5. CODE TABLE 8301.2.1.2 GUTGHO61JE W 11�5� WALLS OR CONCRETE WALL5 BELOW GRADE EXGEPT WHERE AN REFER TO AIR 5EALIN6 NOTES ff WINDBORNE DEBRIS PROTECTION FASTENING APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL 4 THE DETAIL5. SCHEDULE POR WOOD STRUCTURAL PANELS FURRING 5TRIP5 OR FRAMING MEMBER5. FIELD (R31.1.1): FASTENER FASTENER SPAGIN6 FIELD GUT EN05, NOTCHES I$ DRILLED HOLES OF HINDOV4 NOTE: TYPE PANEL SPAN 4 FEET< b FEET < A. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A -------------------- s 4 FEET PANEL SPAN PANEL SPAN --T--- ---,-- • REFER TO �� 33-FOOT MEAN ROOF HEIGHT. '1 PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN FIRST FLR: SET WINDOW DDDR HEAD AT 7-0 A.F.F. (TVP) UNLE55 sb FEET s8 FEET li ..ii_ u ; TABLE R301.2.1.2 FOR DESIGNER: #8 WOOD SCREW BASED B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE r . FASTENING 5GHEDULE AGGORDANGE WITH AWA M4. OTHERN15E NOTED ON THESE PLAN5. 11 11 11 WOOD 5TRUGTURAL PANEL. FASTENERS SHALL BE •'''. ANGHOR WITH 2" Ib 10 8 LOCATED A MIN. OF I" FROM THE EDGE OF THE PANEL. - __=__= WIND-BORNE DEBRIS LC"( DE51 6N6ROUP GROUhID CONTACT (R31�.1.2�: EMBEDMENT LENGTH G. ANCHORS SHA P WOOD STRUCTURAL PANEL ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONGRETE IN ALL WINDOW5 4 DOORS TO RECEIVE PROPER FLA5HING A5 PER LL PENETRATE THROUGH THE EXTERIOR WALL '; � #10 WOOD SCREW BASED COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN _ - -- ti 7/16" PLYWOOD MIN. 151 LAA I ETT 5T•� 2ND• FL•� DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE MANUFACTURERS SPEGIFIGATIONS IBC R60a 8703.4 ANCHOR WITH 2 I6" 12" a" 2" INTO THE BUILDING FRAME AND A MIN. OF 2 I/2 INCHES 11 •' ____i_ a___IL___e EXPOEPED TO THE WEATHER THAT 5UPPORT5 PERMANENT 5TRUGTURE5 EMBEDMENT LENGTH FROM THE EDGE OF GONGRETE BLOCK OR GONGRETE, AND NEW YORK NY 10015 INTENDED FOR HUMAN OGGUPANGY SHALL BE APPROVED 1/4" LAO SGREW BASED INTO STEEL FRAMING A MIN. OF 3 EXPOSED THREADS. i PRE55URE-PRE5ERVATIVE-TREATED WOOD SUITABLE FOR GROUND STORMWATGH WINDOW5: ANCHOR WITH 2" 16" 1611 16" D. PANELS ATTACHED TO MASONRY OR LOU 15 YOH (ONTAGT U5E, EXCEPT THAT UNTREATED WOOD U5ED ENTIRELY BELOW ALL NEN HINDOH5 5HALL MEET OR EXGEED REQUIREMENT5 A5 SET EMBEDMENT LENGTH MASONRY/STUGGO SHALL BE ATTAGHED UTILIZING GROUNDWATER LEVEL OR GONTINUOU5LY SUBMERGED IN FRE5H WATER FORTH IN GODS SECTIONS 8303 8310 AND MUST EITHER HAVE VIBRATION-RESISTANT ANGHORS HAVING AN ULTIMATE M I�) 8�3-352 SHALL NOT BE REQUIRED TO BE PRESSURE-PRESERVATIVE-TREATED. STORM WATCH PROTECTION OR FOLLOW THE REQUIREMENTS OF WITHDRAWAL GAPAGITY OF NOT LESS THAN 1,500 POUNDS. CODE 5EGTION 8301.2.1.2 (5EE DETAIL, THI5 5HEET, FOR R3012.I.2 PROTEGTION OF OPENINGS. THI5 DETAIL APPLIES ONLY REQUIREMENTS) EXTERIOR GLAZING IN BUILDIN65 LOCATED IN WINDBORNE DEBRIS RE61ON5 SHALL BE PROTEGTED FROM HINDBORNE DEBRI5. 6LAZED OPENIN6 PROTEGTION FOR WINDBORNE DEBRIS,SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E Iqqb AND A5TM E 1886 A5 MODIFIED IN 5EGTION 301.2.1.2.1 GARAGE DOOR GLAZED OPENING WHEN DWELL I NC 15 SEAL AND S I eNATURE: PROTECTION FOR WINDBORNE DEBRI5 SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TIN6 5TANDARD OR AN51/DA5MA 115. GONSTRUGTED WITHIN SEB A C, 5MOKE E)ETEGTORS: POSTING ® BEAM5: LVL FA5TENINC REQUIREMENT5: EXCEPTION: WOOD STRUCTURAL PAiIEL5 WITH A MINIMUM THIGKNE55 OF 7/16 AND A MAXIMUM SPAN OF 8 FT. SHALL BE PERMITTED FOR OPENING PROTEGTION. PANEL5 5HALL HINDBORNE DEBRIS RECTION. NEW SMOKE DETECTORS ARE GG TO INSTALL 51MP50N "PG" G.G. 5HALL REFER TO BE PRECUT AND ATTAGHED TO THE FRAMING SURROUNDING THE OPENING GONTAINING THE PRODUGT WITH THE GLAZED OPENIN6. PANELS SHALL BE PRE-DRILLED A5 REQUIRED U F� TO BE HARDWIRED AND GALVANIZED METAL P05T MANUFAGTURER5 FOR THE ANCHORAGE METHOD AND 5HALL BE 5EGURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTAGHMENT5 5HALL BE DE516NED TO RE515T THE GOMPONENT AND (IN LIEU OF STORM WATGH ti INTERGO14NEGTED AND ARE TO GAP5 AT ALL P05T5/BEAM 5PEGIFIGATIONS WHEN GLADDIN6 LOADS DETERMINED IN AGGORDANGE WITH EITHER TABLE R301.2(2) OR A5GE 7 WITH THE PERMANENT GORRO51ON RE515TANT ATTACHMENT HARDWARE PROVIDED WINDOWS � +�� ill I BE INSTALLED A5 PER N.Y.5. GC)NNEGTIONS. REFER TO FA5TENIN6 MULTIPLE MEMBER5 $ 030A AND ANGHOR5 PERMANENTLY IN5T, _LED ON THE BUILDIN6. ATTAGHMENT IN AGGORDANGE WITH TABLE 8301.2.12 I5 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HE16HT OF 45 2015 CODE 5EGTION R314. TAKE INTO AGGOUNT WHETHER FT OR LE55 WHERE THE ULTIMATE DE516N WIND SPEED 15 180 MPH OR LE55. c� J� ONE GA�:BON MONOXIDE P05T GONNEGTION DETAIL5, THE BEAM 15 "TOP LOADED" OR s�qr � ON EACH LEVELABE 5 PER N.Y.5. 5HEET A-4. "SIDE LOADED". STORM PANEL DETAIL (IN LIEU OF STORMNATGH NlNr�)ONS) �� 2015 GODS 5EGTION 8315. MR Imp 11 1111 NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS BEEN ADVI5ED THAT PRIOR TO ANY CON5TRUGTION 'S TYPICAL NEW ROOF CONSTRUCTION: (2) 2) OWNER x10 RIDGE WITH ANWOR DEMOLITION WORK, IT 5HALL BE THE RE5PON51BILITY TO OBTAIN A BUILDIN6 PERMIT FROM NOTE: NEW WOOD SHAKES/SHINGLE ROOFING OVER NT INUOU5 RIDGE VENT ALL CONNECTIONS TO UNDERLAYMENT W/ ICE d WATERSHIELD TO THE GOVERNING BUILDIN6 DEPARTMENT. THE ARCHITECT DOES NOT RECOMMEND AND DOES NOT CONFORM TO 2015 N.Y.5. EXTEND FROM THE EAVES EDGE TO A POINT AT PR P05ED 2x4 G.T. ® Ib" BUILDING GODE. LEAST 24" INSIDE THE EXTERIOR WALL LINE OF O.G. TO BE PLACED IN THE THE BUILDIN6, 1/2" COX 5HEATHIN6, 2x8 ROOF _TOP OF RIDGE UPPE THIRD OF ATTIC, 12 TOP OF RIDGE GUARANTEE THAT SOLELY BY THE PREPARATION OF __ __ _ THE5iE PLANS SHALL GON5TRUGTION OGGUR. RAFTERS ® I6" O.G. d RAFTER TIES A5 PER --- -- - - NOTE: DETAIL SHEET. 0 12 8 Issuesi and Revisions REFER TO DETAILS FOR SILL PLATE TO FOUNDATION �' S� 2x10 G.J. ® Ib" O.G., BRIDGING ® Date Issues and Revisions 5TRAPPIN6 CONTINUOUS ALUMINUM FLA5HIN6 AT ALL `0 b'-O" O.G. MAX. d 1/2" GYP. BD -� 2/12/14 PRELIMINARY DE516N ROOF TO ROOF INTERSECTIONS, TYPICAL � PRELIMINARY DESIGN TYPICAL NEW ROOF CONSTRUCTION: OT FOR GON5TRUGTIO 2/13/14 NEW WOOD 5HAKE5/5HIN6LE ROOFING OVER (NOT FOR R-401 IN5UL. UNDERLAYMENT W/ ICE 8 WATER5HIELD TO EXTEND 3/13/14 PRELIMINARY DES GNI"" 12 FROM THE EAVES EDGE TO A POINT AT LEAST 24" OT FOR GONSTRUCTIO SIDING PER ELEVATIONS, OVER AIR _TOP OF SATE __ __ 3 INSIDE THE EXTERIOR WALL LINE OF THE BUILDIN6, 1/2" 3/22/14 PERMIT SET INFILTRATION BARRIER, I/2" OSB 12 GDX SHEATHING, 2x10 ROOF RAFTERS ® Ib" O.G. d RAFTER TIES AS PER DETAIL SHEET. CONTINUOUS ICE 5HEATHIN(5, (2) 2x6 TOP PLATE, 2xb Q 3 SHIELD TO EXTEND TO RIDGE FOR 2 : 12 TO 4:12 ROOF 3/25/Iq PERMIT SET 5TUD5 ® Ib" O.G., (1) 2x6 BOTTOM Ep Tip R PITCHES PLATE, 5 1/2" (R-21) INSULATION, B -�� (,1,� �t�`��'" (2) 13/4"x II I/4" LVL 2x10 LEDGER BOARD �4q GL 1/2" GYP. BD. - TOP - PLPATE _ � � FOQ`M �'R,g�-FOS /�E�L -__ TOP OF PLATE _ 4/2/14 PERMIT SET . 4" GUTTERS 4 LEADERS, 51ZED 4 (2) 2xb PRESSURE TREATED SILL PLATE �p f,lL PITCHED AS PER NYS BUILDIN6 GODE, BOLTED w/ STEEL BOLTS AS PER TABLE TABLE PIIObb. Project No. 1"7-115 3.28, SHEET A-I 12" FROM EA. CORNER W/ N =rcv TERMITE SHIELD 4 SILL SEALER TYP.- z �1! z BFA50IA/SOFFIT/FRIEZE BOARD DETAIL TO - REFER TO ANCHOR BOLT DETAIL. SHEET A-I. - - 1 - MATCH EXISTING DWELLING. =Ky y FINISH FLOOR SELECTION-� POOL 51DE N BY OWNER zesROAD SIDE PREPARED EXCLUSIVELY FOR SCTM #: ``F1NlSH FL-t9OR�5ELEGTIONB WN I GOO-I IO-�T-2 OVER 3/4" T4 6`P YWOO SUBFLOOR (SGREW UE), 2<8) I" MOLDED FLOOR JOISTS ® 1611 O.G. W/ CROSS FIRST FLOOR JOINT FILLER, TYP. BRIDC71NO ® MI05PAN. R-21 IN5UL. ___ _ EL. 20_5-I t _ Scale: AS NOTED FIRST FLOOR iv _L. 19.4 t -' - Q GRADE Drawn By: PLS N GRADE m E 17.8 t EL. 17.0 t _ REORADE S REQUIRED RE6RADE AS REQUIRED (. 2'-0" f y 2" (MIN. R-10 ) R161D PERIMETER SLAB 1 Date: 1/30/201ef Q INSULATION (2'-0" VERT. d 2'-0" 1 -�' CRAWL HORIZONTAL) AS PER 2015 ENERGY m , , FRENCH DRAIN: CONSERVATION CON5TRUGTION CODE OF SPACE 4" DIA. PERFORATED PIPE SURROUNDED BY GRAVEL 'zz N.Y.S., TABLE 402.1.2 FOR ZONE 4 4 r PROTECTED BY 6EOTEXTILE COVER. 6.0. SHALL 11-4n 5EGTION 402.2.10. INSTALL SAID DRAIN PIPE AROUND ENTIRE PERIMETER OF FOUNDATION W6LL5 AND LEAD AWAY FROM THE STRUCTURE INTO A DRYWELL. p NEW SLAB (TYP.): (IN COMPLIANCE WITH 2015 IRC,, 5EGTION R506): A 4" POURED CONCRETE SLAB REINF. W/bxb W1.4x WIA WELDED MEMBRANE WATERPROOFIN6 OVER FIBER MESH OVER NEW 8" WIRE MESH OVER GLA55 I, EMIL VAPOR RETARDER. REFER TO 11 11 C)456E. :GTION I I J� I I GOND..FTG. REICONCINNF W/F(2) 4 TION HALL ON REBAR d 3" COVER MIN. OOUREDProle N01�1J� 2015 IRG, TABLE R402.2, 5HEET A-1 FOR GONG. STRENGTH. I,�I�•BELOW 5LAB: b" MIN. THICK BASE COURSE GON515TINO OF UNDI5T. SOIL (2000 P5F BEARIN6 CAPACITY), TYP. 'BOTTOM �y�v•GLEAN GRADED SAND, GRAVEL, CRUSHED STONE OR CRUSHED OF FOOTING TO REST SFT ABOVE HIGHEST WATER TABLE OR I/4"= I'-O" - WATER __ -_ -- BLAST-FURNAGE 5LA6 PA551N6 A 2" 51EVE 5HALL BE PLACED CONSULT WITH ENGINEER, TYP. ON THE PREPARED SUBORADE. DO NOT SCALE LE PRINTS RAFTER TO STUD MTL CONNECTOR OR AT EVERY EZLl=IN& STUD TO 5TUD METAL CONNECTOR,A5 GONTRAGTOR SHALL EXTEND METAL STRAPPING TYPIGAL STAIR NOTE-5: CONDITION REQUIRES UP TO 2nd FLOOR STUDS AS PER STRAPPING DETAIL I Cur PLATE TIED WITH 25 6A6E I. 8 1/4" MAX. RI5ER HEIGHT, q" MIN. TREAD DEPTH A5 PER 5TEEL ANGLE OR EQUIVALENT CRIPPLE STUDS 2011 NY5 CODE SUPPLEMENT SECTION 311.1.5.1 AND 311.1.5.2. FIREBLOGKIN6 AROUND PIPE DOUBLE TOP PLATES 2. PROVIDE N051N65 A5 PER 2015 IRG CODE SECTION (5TA66ERED 24"MIN) 311.-1.5.3 TREAD DEPTH SHALL BE 11" MIN. WHERE NO N051N6 ARCHITECTURE, PLL.G "4 15 PROVIDED. 3. PROVIDE ILLUMINATION AT STAIR A5 PER 2015 IRC PH: 651.816.5518 CODE R31I. R PAX: 651.415.2Q50 4. HANDRAIL REQUIREMENTS: AS PER 2015 IRG CODE TYP. ROOF GONSTRUGTION: 51MP50M H2A CLIPS FROMSECTION R311.7.8 HANDRAILS HAVING MINIMUM AND 2-° ROOF SHINGLES OVER 15# FELT E: DSTEISELOOPTONLINE.NET STUD TO RAFTER HEADER MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES PAPER OVER � GDX SHEATHING 51MP50N 5TRAPPIN6 # G520 ' ARIES OVER ROOF RAFTERS. WWW.DIESELARGHITEGTURE.VPWEB.GOM MIN. 12" ON STUD MEASURED VERTIGALLY FROM THE SLOPED PLANE CONTINUOUS ICE SHIELD BARRIER ARI FROM FA5GIA TO 2'-0" BEYOND it ADJOINING THE TREAD NOS)N6, SHALL BE PROVIDED ON �� PLATE. CONTINUOUS ICE SHIELD TO I-I/4 20 6A. GALV. STRAPPING AT LEAST ONE 51DE OF 5TAIRWAY5. ALL REQUIRED 04" EXTEND TO RIDGE FOR 2 • 12 TO 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 MIN. 12" ON STUD HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF4:12 ROOF PITCHES o THE 5TAIR5 WITH FOUR OR MORE RISERS FROM A POINT (2) 2X6 TOP PLATE x 2X4 OER DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A ------ _ METAL.ERICL D, I"x CONTINUOUS PROJECT TITLE:: POINT DIRECTLY ABOVE THE LOWE5T RISER OF THE CEILING JOIST i IOR GRADE WOOD FASCIA FULL LENGTH WALL STUDS FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE 2X4 LOOKOUT PROPOSED POOL DOUSE HEADER STUDS IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ALUMINUM SEAMLESS 4" GUTTER, ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT 1/2" GYP BD 51ZED 4 PITCHED AS PER NYS % BUILDING CODE, TABLE P1106.6. --------- ---------------- ------- Nom: LESS THAN 1.5 INCHES BETWEEN THE WALL AND THE VARIES VENTED VINYL SOFFIT (DOLOR TO r--Err--- ---rr------7�-- --rr----T UPLIFT CONNECTION IS REQUIRED BE SELECTED BY HOMEOWNER) TYP Loci i i i i i i i EACH END OF HEADER $ AT BOTTOM HANDRAIL. OF HEADER 5TUD5 IN ADDITION TO 5. FURNI5H � INSTALL GUARD RAILS $ WOOD SPINDLES NOTE: CONNECTORS ® WALL STUDS d AT i� ALL CONNECTIONS TO CONFORM TO TOP 4 BOTTOM OF CRIPPLES 4 JACKS SPACED 50 AS NOT TO PERMIT PA55A6E OF A 4 DIA. N.Y.S. BUILDING CODE. SEE SHEET BATT INSULATION (U.O.N) AND KING STUDS $ WRAPPED UNDER SPHERE, IN COMPLIANCE WITH 2015 IRG CODE SECTION IA-1 FOR DETAILS. LEADERS TO DRYWELL5, TYP. PROJECT LOCATION: NEW SIDING (TO BE SELECTED BY i i i i i i i 51 LL PLATE (TVP.) 8312 SHOMEOWNER) WALLIYPES IIS WEST R0�4D, FOR WALL J� /� FLOOR JOIST CONSTRUCTION GUTGTI®VU�, NY 11�3� HDU5-5052.5 HOLD DOWN ANCHORS BY 'SIMPSOW WITH 5/R" THREADED ROD, WASHER s BOLT (TYPICAL AT BOTH SIDES) FRAM IN UPLIFT CONNECTIONS TN" rF I GAL ® ALL NALL OFEN I N 5E7 OVERHAN. L I M I TS 2C516NER: ()56AL.E: N.T.S. I'-O" LGY DSI�N�ROUP (3) IOd NAILS 151 LAYETTE ST., 2ND. �L., DOUBLE TOP NEW YORK N* 10013 DOUBLE - EACH SIDE OF PLATE STUD STUDS � SIMPSON STRONG TIE GALV. METAL STRAP INSULATION AND FENESTRATION REQUIREMENTS BY GOMPONENT50 TABLE 402.1.2 LOU 15 1'01'1 16" O.G. CLIMATE ZONE 4 2015 EGGGNYS 22 2 (2x4 STUDS = 5P4) (cill) S�J'"3552 WALL STUD (2x6 STUDS = SPG) FENE5TRA�ON 5KYL16HTb GLAZED CEILING WOOD MA55 WALL FLOOR BASEMENTG SLABS GRAWL SPACED U-FACTOR U-FACTOR FENESTRATION TRATION R-VALUE FRAME WALL R-VALUE I R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE SEAL AND S I C NATURE TOP PLATE TOP PLATE TO STUD CONNECTION 0 5HSC R-VALUE 8 DEPTH CORNER AND PARTITION POSTS GABLE END WALL 0 16' O.G. CODE PR_5GRIBED 0.35 0.55 0.40 4q 20 OR 13 +5h 8/13 Iq 10/13 10, 2FT. 10/13 �E�S RC BORED (JrSCALE: N.T.S. SCALE. N.T.S. HOLE MAX SINGLE PROPOSED 0.30 N/A 0.28 4q 21 WA 21 N/A 10, 2FT. TN/A DIAMETER STUD 40 a. R-VALU1"5 ARE MINIMUMS. U-FAGTOR5 AND SHGG ARE MAXIMUMS. WHEN INSULATION 15 INSTALLED IN A CAVITY WHICH 15 LE55 THAN THE LABEL OR DESIGN THIGKNE55 OF THE PERCENT 1"x 4" WOOD OR INSULATiCN, THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED IN THE TABLE. OF STUD APPROVED METAL b. THE FENESTRATION U-FAGTOR COLUMN EXCLUDES SKYLIGHTS. THE 5H6G COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM t � DEPTH STRAPS 450 To 600 ANGLELES FOR EXTERIOR OR GLAZED FENESTRATION AND SHOO REQUIREMENT5 CLIMATE ZONES I THROUGH 3 WHERE THE 5H6G FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. T 03043' OQ' BEARING WALL G. "I5/Iq" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-Iq CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "15/Iq" qTF O_F NF MAX. I6" STUD SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF 5/R STAGING LET INTO THE HOME. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. IN. 5TUD5, TO BE NOTCH 50 9b d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS. INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET, WHICHEVER 15 LE55 NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HA5 MIN. a ATTACHED WITH MAX OF THE IN CLIMATE ZONES I THROUGH 3 FOR HEATED SLABS. PLATE WIDTH BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION TO To IN. MIN. PERS COMMON NAILS e. THERE ARE NO 5H6G REQUIREMENTS IN THE MARINE ZONE. AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S EDGE TO EDGE PER STUD TOP I6 GAGE (0.0054 f. NOT APPLICABLE BORED HOLE BOTTOM PLATES. RE!5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM NOTCH MUST IN.) AND 1.5 IN. c� NOT APPLICABLE NOT EXCEED MAX. DIAM 60% WIDE METAL TIE Fi. THE FIRST VALUE 15 CAVITY INSULATION, THE SECOND VALUE 15 CONTINUOUS INSULATION, 50 13 + 5" MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. THE GOVERNING BUILDING DEPARTMENT. THE 25 PERCENT OF DOUBLE APPLY APPROVED SHEATHING OR BRACE ACROSS AND TO i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL. AR:GHITEGT DOES NOT REGOMMEND AND DOE5 NOT OF STUD STUD DEPTH EACH SIDE OF THE EXTERIOR WALLS WITH I„x 4 DIAGONAL BRACES GUARANTEE THAT SOLELY BY THE PREPARATION j2F. DEPTH BORED HOLES SHALL NOTLET INTO STUDS AND PLATES AND EXTENDING NOTCH NITH - I&D THE5E PLANS SHALL GON5TRUGTION OCCUR. BE LOCATED IN THE SAME FROM BOTTOM PLATE TO TOP PLATE OR OTHERTOP LATES NAILS EAGH 510E GROSS SECTION OF GUT APPROVED METAL STRAP DEVICES INSTALLED IN **THIS PROP05ED ADDITION SHALL MEET THE OVERALL THERMAL PERFORMANCE Issues and Revisions OR NOTCH IN STUD ACCORDANCE WITH THE MANUFAGTURER'5 PIPE REQUIREMENTS AND VERIFICATIONS OF THE ENERGY CONSERVATION CODE OF NEW YORK NOTCHED 4 BORED MOLE LIMITATIONS 5PEGIFIGATIONS. 5EE SECTION R 602.10. Date Issues and Revisions TOP PLATE FRA�MINC STATE-2016 BASED ON A CLIMATE ZONE OF 4A. (SECT. 402 ENERGY CONSERVATION GODS PRELIMINARY DESIGN FOR. INT. NONBEAR I NC WALLS LET-I N-BRAG I NG 1^I LL DET I L TO ACCOMODATE P I P I NC OF NEW YORK STATE-2016). 2/12/14 OT FOR GONDE516N O REFER TO ATTACHED RE5GHEGK REPORT, DATED 3/22/Iq. 2/13/Iq PRELIMINARY DESIGN SCALE: N.T.S. SGA .T.S. SCALE: N.T.S. OT FOR CONSTRUCTIO 3/13/14 PRELIMINARY DESIGN "E" OT FOR CONSTRUCTIO NALL STRUCTURE 3/22/Iq PERMIT SET AS / PLAN ANGHOR BOLT REQUIREMENTS: INSTALL ANCHOR BOLTS WITHIN L MAX. D L 3/25/Iq PERMIT SET 12" FROM EA. CORNER TO i i FROM 4/2/Iq PERMIT SET EXTEND MIN. T' INTO POURED L/3 ►1 r L/3 SUPPORT L/3 L GONG. FOUNDATION WALL W/ I I (2)2x P.T.51H PLATE 1/2" 3.5 50. WA5HER5. ANCHOR NO _ I D/3 I I z p/(� 1.40 NOTCHES I -115 DIAM.ANCHOR BOLTS A5 PER BOLTS SHALL AL50 BE PERMITTED -MAX• ALLOWABLE 1.,� L/3 TABLE 3213(5EE DETAIL SHEET - LOCATED WITHIN 6 -12 FROM Project No. HOLE ZONE THE ENDS OF EACH PLATE 1 i i A-U 4 12 FROM EA.CORNER I I/3 de th and 3-1/2"x 3-1/2"x I/8"sq. I I D/6 MAX. �Z�zz/ pKk%ERs W/TERMITE SHIELD 4 SECTION, A5 PER WFGM D/3 ! RAFTER/ CEILING JOISTS PREPARED IXCLUSIVELY FOR SCTM #: mmm9m=4-I --de th SILL SEALER TYP. 5ECTION 3.2.1.-1. REFER TO MAX. WFGM TABLE 3.213, SHEET A-1 FLOOR JOIST - CENTER GUTS 1000-110-11-2 1 GONG. FOUNDATION FOR ANCHOR BOLT 51ZE I I AS / PLAN SPACING REQUIREMENTS. Scale: AS NOTED �-MIN. CLEAR DISTANCE i3ETV�EEN HOLES= NALL AS / PLAN L 2x DIAMETER OF THE LARGER HOLE NOTES: L/3--►� �- L/3 NowD� I. HOLE(5) MUST BE LOCATED COMPLETELY IN THE MAX ROW HOLE D/4 MAX. Drawn BY: DLE, ALLOK,NBLE HOLE ZONE. �DEpM FLOOR STRUCTURE I I 2. NO R:EGTANGULAR HOLES ARE ALLOWED. DIANETLR AS / PLANNO 12� 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 31/2" -T 3/4" _� Lam-NOTCHES PERMITTED 4. TABLE IS VALID FOR SINGLE AND MULTIPLE SPAN (2)2x P.T.SILL PLATE W/MIN. Date: 1/50/:20101 11/4'-q 1/4' 1 1/2' I/2'DIA.ANCHOR BOLTS MAX 0/4 MAX. I I UNIFORMLY LOADED BEAMS ONLY. TABLE IS NOT STAGING A5 PER TABLE 3-25, a � I I VALID FOR CANTILEVER SECTIONS. q 1/2'- 16" 2" 5PAGI 65 � 12"FROM E - 5. HOLE: LOCATION, GLEARANGE AND THE EFFECTS OF T- BEAM DEFLECTION SHOULD BE CONSIDERED TO AVOID DEEPER THAN Ib' 3" CORNER and 3-1/2'x 3-1/2"x PROBLEMS WITH PIPING. I/V sq.WASHERS W/TERMITE FLOOR JOIST - END GUTS SHIELD 4 SILL SEALER TVP. 2 IN. MIN. 6. DO NOT NOTCH, DRILL OR GUT 6P LAM LVL EXCEPT A5 SHOWN IN THIS DIAGRAM. F GONG. FOUNDATION FROM TOP PIPE OR AS / PLAN TY F. JOIST NOTCH I A1C DETAIL AND A � 7 BOTTOM D (ACTUAL CONDUIT ALLONABLE HOLES I N C P LAM L\/L G OR BOLT 1�TL (2(015 N%r5 GODS, FIC URE R502.8) OF JOIST DEPTH) Ph'Oj. NOIrth DWG. 01= 10 n 0 SCALE: N.T.S. SCALE: I/2"= I'-O" SCALE: N.T.S. DO NOT SCALE PRINTS 2015 IRC BWLA BWLB BWLC Spacing between BWL A B Spacing between BWL B-C Table R602.10.5 Minimum Length of Braced Wall Panels Table R602.10.3(2) WIND ADNSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING i NImimumNSTMENT (inches ITEM# STORY/ CONDITION FACTOR APPLICABLE Method-+ - - See Table R602.10A Cont r'=( h Length SUPPORTING ���g TWF METHODS ---- -- - -- -- - ----- -- -- -- - Wall Height (i"c ) s 1.00 ARCHITECTURE, PL.L.G ' N 8 feet 9 feet 10 feet I1 feet 12 feet QW&W D iso PH: 631.816.5518 4'Mme• DWB,WSP,SFB,PBS,PCP,BPS,BV-WSP 48 48 48 53 58 Actual B 1.00 Double sided--Actual t MEMW C 1.30 FAX: 631.475.2150 ' .00 E: DSTEISEL®OPTONLINE.NET GB 48 48 48 53 58 Single sided B 0.5 x Acquit i ° to LIB SS 62 69 NP NP Actual tMC 1.40D 1.70 WWW.DIESELARGHITEGTUREMPWEB.GOM SDC A,B and C ultimate 5 5 8 0.70 � 4'Max. 1 design ABW wind speed<140 mph 28 32 34 38 42 48 roof only 10& 1.00 15& 1.30 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 SDC D o,D,II"D2 20$. 1.60 ultimate d� -- -- wind' peed<140 mph 32 32 34 NP NP S5$. 0.85 R,, a1 2 roof eave-to-ridge roof+1 floor 10$. 1.00 W supporting roof only 16 16 16 18 20 48 151 1.15 PROJECT TITLE: cy PM 201L 1.30 Supporting one story and roof 24 24 24 27 29 48 $1L 0.90 4'Max. PROP05ED POOL HOUSE � PFG 24 27 30 33 36 1.5 x Actual roof+2 floors CS-0 24 27 30 33 36 Actual ift 1.00 1s 3�� Li3 0020L t CS-PF SDC A,B and C 16 18 20 22 24 1.5 x Actual 1& 0.90 SDC DO Dl and D2 16 18 20 22 24 Actual 3 41L 0.95 101L 1.00 Adjacent clear opening lei 111 lS (inches) 12& U® 564 24 2730 33 36 4 Vent= $ in PROJECT LOCATION: FIGURE BRACED WALL R6im 02.10.1.1 LINES 68 26 27 30 33 36 4 L45 � I16� WAST �O�D TYPICAL BRACED WALL PLAN 5 Fasteners 72 27 27 30 33 36 ll -- 76 30 29 30 33 36 5 ft ftp► _ tdb , GUTCHOC UE, W 11 55 TABLE R602.10A 80 32 30 30 33 36 BRACING METHODS(NOTE TABLE ABRIGED-SEE TABLE R602.10A FOR FULL TABLE) CONNECTION CRITERIA 84 35 32 32 33 36 i keAzJ w7r METHODS,MATERIALS MINI IUM TE ICE24ESS FIGURE 88 38 35 33 33 36 LOCO . CE-ml a C&% spacing 92 43 37 35 35 36 CCCD DE51 C NER: Wood:2-8dcommon nails �•perms 96 48 41 38 36 36 Q.7� LGY DS I�/NCOU� 1x4 wood o metal and LIB straps at 45 to 60 ung es for 3-8d(2-1/2"long x 0.113"dia.)nails plates 100 - 44 40 38 38 a� :��- maximum 16"stud ipacing 151 LAFA'YETTE ST. 2ND. 1=L., Metal�p per mrmc�chtter M� CS-WSP,CS-SFB 104 - 49 43 40 39 108 - 54 46 43 41 I EA 10RK, NY 10013 DWB 314"W nominal)for 2-8d(2-1/l"long x 0.113"din)nails - - G 112 50 45 43 Figure R602.10.7 L 0 U 1 S YO H • ]wood Maxstud spacing or per stud - - End Conditions For Braced Wall Lines With Contureaus Sheathing (2)13/4"long staples 116 SS 48 45 120 - - 60 52 48 Continuously sheathed Continuously Sheathed Continuously Sheathed M11) 845_3552 ExteriBraced wall Line Braced wall Line Braced Wall Line WSP le 802. 3 6"edges 12"field 1 - - - 56 51 W " 128 - - - 61 54 Wad structural (;see sec.Rbc 41e) 1 3/8 Interior sheathing per SE:,4L AND 516N,4TURE Table 86023(1)or I£602.3(2) 136 by�s�ner 132 - - - 66 58 �D C 136 - - - - 62 \���G�. fi��F/T�C� . ABW See 140 - - - - 66 \� l BAralcteerdnWa3/8" See Section 8602.10.6.1 8602.10.6.1 110 _ _ _ - 72 � a � �shall be Rehun Panel Braced wall 1 at end of Hold Down Braced wall 1 at end of pie pie braced wall 9e Device braced wall Tme braced wall � b.Use acquit where itis greater than o equal to the min.length. panel at end of braced See code for 'on of these notes. End Condition i End Condition 2 End Condition 3 wall I T 030 43� Port��with 3/8" See Section R602.10.6.2 R602.110.6.2 Table Rb02.103(1)Continued �y Steed �Sheathed *Requirements �TF O F NE`s Bracing Req*eme�Based on Wind Speed Braced Wall Line Braced Wall Line Return Panel: 24"for braced wall Hues sheathed B with Minimum Total Length(Feet)of Braced Wall Panels braced wall linshe�thstructural�ed with fair NOTE: BY INGLU510N OF THIS NOTE, THE OWNS=R HA5 PFG See -10 FOOT WALL HEIGHT Required Along Each Braced Wall Line structural fiberboard BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION -2 BRACED WALL LINES Distance D: 24 for braced wall lines sheathed Portal flame at 7/16" NSee Section 8602.10.63 8602.10.63 " AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S Garage with wood struchualpanels 32"for RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM braced wall lines sheathed with Story Location W.. Lme Method LIB Method GB DWB,Methods with Methods braced THE GOVERNING BUILDING DEPARTMENT. THE (mp deet) PBS PCP t�S CS-$F ARGHITEGT DOES NOT RECOMMEND AND DOES NOTsheathing BV WStP,A1�W Hold Down 800 Its capacity fastened to the edge CS-WSP Ex able R602 3 ) 6"edges 12"field PFC,agA Device: of the braced wall pan closest to GUARANTEE THAT 50LELY BY THE PREPARATION OF Continuously sheathed 3/8" Return 10'Max. First braced Hold Down First braced wall the corner and to the foundation o THESE PLANS SHALL CONSTRUCTION OGGUR woad structural panel Interior 10 5.5 SS 3.0 23 Pagel wall panel Device pal floor framing below Table R602.30)or K602.3(2) Varies by fastener 20 10 10 5.5 5.0 End Condition 4 *SEE REQUIREMENTS End Condition 5 Issues and Revisions 49 14 14 8.0 7.0 2015 IRC Date Issues and Revisions Continuously sheathed 3/8" See method CS-WSP method CS-WSP Xsee . 43 18 18 10.5 9.0 2/12/ICI PRELIMINARY DE516N woad struchual pandi Table R6023(1)FASTENING SCHEDULE(cont.) OT FOR GON5TRUGTIO to DpCnhW ?i1 22.5 22.5 13.0 11.0 2/13/1 q PRELIMINARY R GOKD5TRl11G63 GT10 ad�acexd � DESCRIPTION OF NUMBER AND TYPE Spacing of Fasteners 26.5 26.5 15.0 13.0 BUILDING ELEMENTS OF FASTENER Edges h erne a 3/13/11 PRELIMINARY DE516N "E" OT FOR GON5TRUGTIO 10 10.0 10.0 6.0 5.0 (inches O.C. 3/22/11 PERMIT 5ET CS-PF See 1tb02.10.6.4 See Wood structural a subfloor,roof and interior wall ) (inches O. . Continuous sheathed 7/16" 8602.10.6.4 P� 20 18.5 18.5 11.0 9.0 P� 8 �8 particleboard wall sheathing to flaming <140 20 27.0 27.0 15.5 13.0 (see Table R6023(3)for wood structural panel exterior wall sheathing to wall framing) 3/25/1 q PERMIT 5ET 2015 IRC 43 35.0 35.0 20.0 17.0 3/8"_It2" 6d mon nail(2")(subfloo,wall) 6 12 4/2/Iq PERMIT SET 8d common nail(2 W")(roof) Table R602.10.13 43.0 43.0 24.5 21.0 Braced wall spacing p 51.0 51.0 29.0 25.0 19/32"-I" 8d common nail (21/2') 6 12 Braced wall Lines criteria 1 Od common nail ;or 1 10 NP 15.0 8.5 7.5 1 1/8"-1 1/4" (3'� Project No. I'1-I 15 Application Condition Building Type 8d deformed nail (2 1/21) 6 12 Max.Spacing Exception to Max Spacing 20 NP 27.5 16.0 135 Wind Bract wind 100 Ultimate � h Detached Town House 60 feet Nose 30 NP 39.5 23.0 19.5 OTHER WALL SHEATHING to 40�� 4"3 NP 51.5 29.5 25.0 ln"structural cellulosic 1 1/2"gals.roofing nail,7/16"head diem. PREPARED EXCLUSIVELY FOR SCTM #: fiberboard sheathing or 1"crown staple,16 ga,11/4"long 3 6 1000-110-1-2 2015 IRC S3 NP 63.5 36.5 31.0 25/32"structural cellulosic 13/4" v.roc AS NOTED Table R6023(3)Requirements for wood streuhral panel wall sheathing used to resist ! NP 75.5 43.0 36.5 > fins nail, a,1 head diem. 3 6 Scale: wind ptcei_ fiberboard sheathing o 1 crown staple,l6 ga,l 1/4 long Ultimate Desiiggnn irk" 11)2"gels.roofing nail;staple galvanized, 7 7 Drawn B PLS Mimmnm Nail Panel Nail Spacing Wind Speed Vut� S 1 1/2"long; l 1/4"screws,Type W or S y` Minimum wood Minimum Maximum wall (mph) Structural Panel Nominal Stud Sapcung Wind Penetration Span Rating Panel Thickness (uncles) Edges Field 5/8"gypsum shawiing •staple C D 15/8"long;l 5/8"screws,Type W or S 7 7 Size (inches) (inches O.C.) (inches O.C.) B Date: (/30/201 q 6D Common 1.5 24/0 3/8 16 6 12 140 115 110 16 6 12 170 140 135 81)Commcm 1.75 24/16 7/16 24 6 12 140 1 115 1 110 a.Panel strength atr spparallel o rperp�n a cular to supports•Three ply plywood sheathing with studs spaced more thea 16 inches on center shall be applied th ebul number of nailperni's regWrod supports. b.Table accordance with`nd as o ng toward and away from building surfaces in accordance with Section 8301.2.Lateral bracing requirements shall be PI'oj. North c.Wood structural prels with span ratings of wall-16 or Wall-24 shall bepermitted as an alternate to panels with a24/0 rating.Plywood aiding rated 16 DAC-7. 8 0 10 o.c.or 24 o.c.shall be permitte&as an altenate to panels with a 24/16 span rating.Wall-16 and plywood siding 16 o.c.shall be used wim studs spaced not more than 16 inG�on center. DO NOT 5GALE PR I NT5 C ENERAL NOTES 6D GOMMON NAIL5, 12" — O.G. FIELD 5PAGIN6 I. THE GONTRAGTOR 5HALL VERIFY ALL DIMENSIONS, •T-""----- ""'•"""'TT'-----------.i GONDITION5, ELEVATIONS, ETG. PRIOR TO IN5TALLATION. IF SHEAR NALL SHEATH I NO: ARCHITECTURE, PL.L.G ANY DISGREPANGIES ARE FOUND, THEY SHALL BE BROUGHT EXTERIOR: MIN. E31b" THI GK NOOD STRUGTURAL ! ' ! TO THE ATTENTION OF THE PROJECT ARGHITEGT FOR GLARIFIGATION PRIOR TO CONSTRUCTION. PANELS, STUD SPAGI NS 16" ON GENTER ATTAGHED PH: 631.816.5518 •� � � �•! !• ' 2. THE BUILDING 51RUGRRE SHALL BE DE516NED IN •' ! !• ACCORDANCE WITH THE LATE5T ADOPTED VER51ON OF THE lel I TH C D COMMON NAILS- " SDC Si�AG I NC, 12 " FIELD PAX: 631.4'i5.2g50 lei UNIFORM BUILDING GODE AND ANY OTHER LOGAL, STATE ! SPAG I NCC. E: DSTEISELSOPTONLINE.NET ' OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY z .i —MIN. X8" WOOD; 1 I I/4" SCREWS, DESIGN REQUIREMENT5 WITH THE LOGAL BUILDING INTERIOR: 1/2 " O"rPSUM NALLBOARD, ATTAGHED lol l TH 5TRUC„NRAL P,,,NEL T O.G. EDGE DEPARTMENT. WWW.DIESELARCHITECTURE.VPWEB.COM 5HEAT,1 HIN6, FUL4l i• 5PAGING !• 3. THI5 15 PART OF THE OVERALL LATERAL FORGE 1/4 SGRE WS T"PE lel ORS/ D C-� I QLD SPAG I NC HEIO T, OVER �LATE5 ; i I RESISTING 5Y5TEM OF THE 5TRUGTURE. DE516N OF THE j' BUILDING'S LATERAL FORGE RE515TING 5Y5TEM, INGLUDE5 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 A COMPLETE LOAD PATH NEGE55ARY TO TRAN5FER ! ! ! ! LATERAL FORGES FROM THE 5TRUGTURE TO THE GROUND. lei ! 4. ALL HARDWARE GALLED OUT 15 51MP50N STRONG-TIE. PROJECT TITLE- ; i ! 1/2" GYPSUM BOARD ! !. `•' !• ;• ei PROPOSED POOL HOUSE ROAD 51DE - ' ! ! ! ! ! ;. .� , ! � i �• 42' 5.. •; HOOD 5TUD5 @ 16" 1 1/4" 5GREW5, T O.G. FIELD �'CL6-4�" b'-0" 20'-0" " `n 6'-1�" ��a. PROJECT LOCATION: 6D COMMON NAILS, 6" 5PAGIN6 6-5 O.G. EDGE116 WEST ROAD/5PAGING v G5-W5P G5-W5P v HDUS-5052.5 HOLD GUTGHOGUE, NY 11X55 DOWN5 AT GORNER5 —E3NL - I - - -- -- -- -- -- EX7ERIOR I G5-W5P G5-W5P D_ GS-NSF SHEAR WALL_ PANEL_ DTL.S. -- DESIGNER: v SLOPED GL6. SLOPED GLC. � N.T.5. LGY DE51 GN6ROUP I 151 LAPAYETTE ST., 2ND. �L., IR(� BRACED FFIR5T LOOK WORK SHEET 1.REFER TO KEY PLAN THI5 SHEET FOR WALL BRAGIN6 METHOD 5ELEGTED. I I EN YORK, NY 10013 I 2. Rb02.10.2.2 LOGATION5 OF BRACED WALL PANEL5. A BRAGED WALL PANEL 5HALL LOUIS YOH BRACED WALL LINE(5EE PLAN5) 1 2 A B BEGIN WITHIN 10 FEET FROM EACH END OF A BRAGED WALL LINE A5 DETERMINED IN ILI 5EGTION Rb02.10.1.1. THE D15TANGE BETWEEN ADJAGENT EDGE5 OF BRACED WALL I M11) 9145_5552 TABLE RbO2.10.4 BRAGIN6 METHOD G5-W5P GS-W5P G5-W5P G5-W5P PANEL5 ALONG A BRAGED WALL LINE 5HALL BE NOT GREATER THAN 20 FEET A5 5HOWN TABLE RbO2.105 MINIMUM PANEL LENGTH 24' 24' 3b' 36' 15 FIGURE Rb02.10.2.2. BRACED WALL LINE 5PAGING ETH005 REQUIRE ALL FRAMED PORTIONS OF THE BRACED (5EE PLAN5) 3b.13' 36.13' 42.42' 42.42' 3. GONTINUOU5 5HEATHING M ' SEAL AND S I SNATURE: TABLE R602.103(1)REQUIRED 13RACING LENGTH 823' 823' q.48' q.48' WALL LINE TO BE 5HEATHED. 4. R602.10.2.3 MINIMUM NUMBER OF BRAGED WALL PANEL5. BRACED WALL LINE5 WITH A ' �' ��oED S s ATF TABLE 8602.103(2)WIND AD.u5TT1ENT FACTORS LENGTH OF I(b FEET OR LE55 SHALL HAVE NOT LE55 THAN 2 BRACED WALL PANEL5 OF I ( o\� F� ANY LENGTH ONE BRACED WALL PANEL EQUAL TO 48 INGHE5 OR MORE. BRAGED I.EXP05URE GATEGORY 1.0 1.0 1.0 ID WALL LINE5 GREATER THAN Ib FEET SHALL HAVE NOT LE55 THAN TWO BRACED WALL ' 2.ROOF EAVE TO RIDGE HEIGHT IA 13 ID ID PANEL5. 3.WALL HEIGHT O.q 0A 1.10 1.10 m ' 4.NUMBER OF BWL PER DIRECTION ID ID ID ID I to I T 030A3� 5.ADDITIONAL HOLD DOWNS -- -- -- -- i n i b.GYPSUM OMITTED NOTE: BY INGLL61ON OF THI5 NOTE, THE OWNER HA5 BEEN ADVI5ED THAT PRIOR TO ANY GON5TRU(TION AMWOR DEMOLITION WORK, IT 5HALL BE THE OWNER'S RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM ____ RE5LLT(AD,I)STED BRAGE WALL LENGTH) 1.41' q.63' 10.43' 10.43' THE GOVERNING BUILDING DEPARTMENT. THE DQ o ARGHITECT DOES NOT REGOMMEND AND DOES NOT BRACING LENGTH PROVIDED(5EE PLANS) 12.63' 161q' II.63' 11.0' Q v GUARANTEE THAT 50LELY BY THE PREPARATION OF `F 3 THE5E PLAN5 5HALL GON5TRUGTION OGGUR COMPLIANCE 01A_%08 FAIL) PA55 PA55 PASS PA55 ,� V Issues and Revisions SLOPED GL6. SLOPED GL6. Date Issues and Revisions I 2/12/Iq PRELIMINARY DESIGN OT FOR GON5TRUGTIO EEEH EEE 4 ' 2/13/Iq PRELIMINARY DE516N ' -1(V OT FOR GON5TRUGTIO 3/15ACI PRELIMINARY DE51CN "E" •' OT FOR GON5TRUGTIO � ' I 3/22/1,1 PERMIT 5ET 10'MAX 20'MAX 10'MAX I I 3/25/Iq PERMIT SET BWL 3 BVL 2 i BWL 1 BY YL 2 ' '_ E3NL 2 4/2/Iq PERMIT SET 4'-02"' G5-W5P r cl i 4'-4" K-8" 41-4" 3'-0" 4'-1" I G5-W5P G5-W5P G5-W5P G5-W5P Project No. I I ' POOL 51 DE ' a I PREPARED EXCLUSIVELY FOR SCTM #: ' CDI div l000-Ilo-7-2 `'' Scale: A5 NOT'E1D �3 i N 1 Drawn By: DLS I L a� Date: I/30/201 I � 20'MAX I 20'MAX EM d I<E"*r FLAN : FIRST FLOOR 3RAGED WALLS Pml. North DWG. q 0II= 10 Figure R602.10.2.2 5GALE: 1/4"= I'-O" Location Of Brecea Wall Panels DO NOT SCALE PRINTS TYF I G A L_ AIR Sr-A L_ I NC DETAILS 2015 IECC TABLE N1102.4.1.1 (R402.4.1.1)AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA UN-GONDITIONED AIR A continuous air barrier shall be installed in the building envelope ARGH I TEGTURE, PLL.G General Rewheements The exterior ffiarmal envelope contains a continuos air barrier Air--permeable insulation shall not be used as a sealing material Breaks or joints in the air barrier shalt be seated PH: 631.816.5518 The air bsaierin�ya �ceeing/s r abbe scscaaflood l with the PAX: 651.415.2150 C:ONDITIONED AIR UNCONDITIONED AIRinsula�� m sirbamershallbe eco C.eiling/Atdc The insulation in say ceiling/soffit shall be uncAndi�attic spacos shall be sealed. �� � "nthC air °r E: DSTEISEL@OPTONLINE.NET PROVIDE RIGID INSULATION IN CODE COMPATIBLE AIR T16HT HEADER VOID IG RATED RECESSED FIXTURE Cavities within corners and headers of frame walls shall be insulated YyWI^VESELAR HITSGTUREMPNEB.GOM (NON-COMBUSTIBLE) The junction of the foundation and sill plate shall be sealed by completel the cavaity with a material having a t>rerm 1 of R-3 per inch minimum TYPICAL HEADER 51ZE VARIES walls E,nenorthermal envelope insulation for frsmedwalls shall 1101 WAVFRLY AVE., HOLTSVILLE, NY 11142 COVER SEALED TO The junction of the top plate and the top exterior was shall be seated be installed in substantial contact and continuous CONDITIONED AIR DRYWALL alignment with tha air barrier Knee walls shall be sealed Windows,skylights and doors The spm between window/doorjambs and filming,and sk3►lights PROJECT TITLE: j.� I and framing shall be sealed ll I NSULATEE7) H RECESSED L I V/�I I T D E T A I L Rim Joists Rim joists shall incfide the air barrier Rim joists shall be insulated F RO P 0 5 E D FOOL H 0 U 5 E Floor framing cavity insulation shall be installed to maintain SCALE,: N.T.S. SCALE: N.T.S. peimaaent contact with the underside of sub-floor dackiing or Hoar Floors(including above The air barrier shall be installed at any exposed edge of insulation filming cavity insulation shall be permitted to be in contact with garage and cantiloverad floors) the top side of sheor continuous insulation installed on the underside of floor framing•,and extends fi+oam the bottom to the top of all penmebcr floor framing members Crawl space walls in invented==shall be covered with a where provided instead of floor ge ation,insulation shallbe Wed. lass 1 vapor retarder with overlapping joints taped peimanaatiy attached to the crawl space walls Shags,penetrations Duct shafts�,rtility penetrations and flue shafts opening to exterior PROJECT LOCATION: UNCONDITIONED SPACE or�inconditxaned=shalt be 8esled 3/4 PLYWOOD SHIM Narrow Cavities Batts in narrow cavities shall be curt to fit,or narrow cavities shall be 1165 r`iE 5 T ROAD/ Heed by insulation that on installation readily conforms to the G U TG 0 U E 1-1/4" OR LE55 APPLY shall be provided between and conditioned available cavity space LOW EXPANDING Garages 1 garage �— spaces 2X6 STUD WALL FRAMING TYPICAL _-- egh�g Recessed ligh fixtures installed in the building thermal envelope Recessed light f mares installs tin the bu�thermal envelope LOW EXPANDING shall be sealed to the drywall shall be air tight and IC APPROVED SPRAY FOAM CAVITY INSULATION PROVIDE GAULKIN6 AT Batt insulation shall be cut neatly in fit around �tmg and CONDITIONED SPACE ALL JOINTS AGA I N5T Plumbing and wiring plumbing m exterior walls or insulatton that an n>snt➢atian UNGOND I T I ONED 5PAGE readily conforms to available space shall extend behind 17 E 5 I C N E R PIPE PENETRATION phftand wiring �,/ }� G DE516NI6ROU1- FRAMING JOINT AT (VARIES IN SIZE) TO p The air barrier installed at exterior walls adjacent m showers and tette LG I PLATES (HORIZONTAL) d UNCONDITIONED ATTIC Showeritub on exterior wall shall separate them,from the showers and bibs Exterior walls adjacent to showers and tube shall be itimb oa 151 L P YE TTE ST., 2 N1�. L., VERTICAL JOINT MUST BE CAULKED Flectrica wlboezbarrier behind or conmmicationanls -weed boxes NEW YORK, NY 10 015 HVAC register boots be=ed Io the suista�bfloor drywaenetrall buildin�e envelope shall L 0 U 15 YO H FI F F F r I `t r—T R A T I O N S when required to be sealed,concealed fire sprinklers shall only be M11) �,�ed � sealed in a manner that is recommended by themanufacdmer. 9�4 5—5 5 5 FRAMED CORNER L�ETA I L_ THROUC H I NSULATED FLOOR b Aother a �or used to�"°� SCALE:: N.T.S. SGALE: N.T.S. SEAL AND 91 C NATURE: NOTE: TH15 DWELLING SHALL BE IN COMPLIANCE WITH: N1103.1 (8403.1) CONTROLS (MANDATORY) Note: All penetratpions- pipe, cable, wire, vents or other from conditioned space AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND \�FRE� C to unconditioned s ace must be foam sealed and Insulated. All framingJoints located within conditioned space with exterior exposure to unconditioned space must be, caulked. • IRG CHAPTER II GOLLING 5Y5TEM. • MECHANICAL 5Y5TrM DE51GN CRITERIA (MANUAL J, MANUAL 5, MANUAL D) N1103.1.1 (R403.1.1) PROGRAMMABLE THERM05TAT • MECHANICAL AND 5ERVIGE WATER HEATING 5Y5TEM AND EQUIPMENT TYPES, 51ZE5 4 THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR GOOLING 5Y5TEM OF THE 6d EFFIGIENGIE5 M1401.3 (PER MANUAL J) DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND GOOLI NG 030438 Q` • CAVITY INSULATION EQUIPMENT AND 5Y5TEM5 CONTROLS N1103.1 (R403.1) 5Y5TEM ON A DAILY SGHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS 9T�OF NE�yO 2X6 STUD WALL FRAMING • DUCT 5EALIN6, DUCT AND PIPE INSULATION 4 LOCATION N1103 IMG CHAP. I6 AT DIFFERENT TIMES OF THE DAY. TH15 THERM05TAT SHALL INCLUDE THE ' W /INSULATION 0 AIR 5EALING DETAILS PER N1103.3.2 (8403.3.2) (MANDATORY) CAPABILITY TO 5ET BACK OR TEMPORARILY OPERATE THE 5Y5TEM TO MAINTAIN NOTE: BY INGLU51ON OF THIS NOTE, THE OWNER HA5 • N1103.1 (R403.1) GONTROLS (MANDATORY) ZONE TEMPERATURES DOWN TO 550 F OR UP TO 85° F. THE THERM05TAT SHALL BEEN ADVISED THAT PRIOR TO ANY GONSTRUGTION RM INITIALLY BE PROGRAMMED BY THE MANUFACTURER WITH A HEATING TEMPERATURE AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER'S RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM LOW EXPANDING SPRAY 5ET POINT NO HIGHER THAN 10° F AND A GOOLING TEMPERATURE NO LOWER THAN THE GOVERNING BUILDING DEPARTMENT. THE 2X6 STUD WALL FRAMING FOAM 78° F. ARGHI TEGT DOES NOT RECOMMEND AND DOES NOT TYPICAL-PROVIDE OAP GUARANTEE THAT 50LELY BY THE PREPARATION OF FOR INSULATION CONDITIONED SPACE UNCONDITIONED SPACE THESE PLANS 5HALL GONSTRUGTION OGGUR. NIIOLIA (8401.3) CERTIFICATE (MANDATORY): Issues and Revisions A PERMANENT CERTIFICATE 5HALL BE COMPLETED BY THE BUILDER OR REGISTERED DE516N PROFE55IONAL AND P05TED ON A WALL IN THE 5PAGE WHERE THE FURNACE 15 LOCATED, Date Issues and Revisions A UTILITY ROOM OR AN APPROVED LOCATION IN51DE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE 5HALL NOT COVER OR 055TRUGT THE 2/12/19 PRELIMINARY DESIGN "A" 4 "B" VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, 5ERVI6E D15GONNEGT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE 5HALL L15T THE PREDOMINANT R—VALUES OF , 040T FOR CONSTRUGTIO 2/13/19 PRELIMINARY DESIGN "G" INTERIOR TO EXTr-RIOR INSULATION INSTALLED IN OR ON THE GEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, GRAWL 5PAGE WALL AND/OR FLOOR) AND DUGTS OUTSIDE THE CONDITIONED OT FOR CONSTRUCTIO _ �/�� I SPAGES; U—FAGTORS FOR FENESTRATION AND THE 5OLAR HEAT GAIN COEFFICIENT (SHGG) OF FENESTRATION AND THE RE5ULT5 FROM ANY REQUIRED DUCT 5Y5TEM AND BUILDING 2/13/Iq PRELIMINARY DESIGN "D" C4t RTITION O;AL7 IFENETRATIONS 1 tiAL OT FOR GONSE516N OENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FDR EACH COMPONENT, THE GERTIFIGATE 5HALL L15T THE VALUE GOYERING 3/13/19 PRELIMINARY DESIGN °E" THE LARGEST AREA. THE CERTIFICATE 5HALL L15T THE TYPES AND EFFIGIENGIE5 OF HEATING, GOOLIN6 AND 5ERVIGE WATER HEATING EQUIPMENT. WHERE A GA5 FIRED UNVENTED OT FOR CONSTRUCTIO N.T.S. N.T.S. ROOM HEATER, EL.EGTRIG FURNACE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENGE, THE GERTIFICATE 5HALL L15T "6A5 FIRED UNVENTED ROOM HEATER," 3/22/19 PERMIT SET "ELECTRIC, FURNACE" OR "BASEBOARD ELECTRIC HEATER," A5 APPROPRIATE. AN EFFICIENCY 5HALL NOT BE L15TED FOR 6A5—FIRED UI`IVENTED ROOM HEATERS, ELECTRIC 3/25/19 PERMIT 5ET FURNAGES OR ELECTRIC BASEBOARD HEATERS. 4/2/19 PERMIT SET UN-CONDITIONED AIR Project No. 1�-1I5 N1103.1(R403.1)Controls Mandatory AIR BARRIER SEALED WITH N1103.1.1 (8403.1.1)Programable thermostat. BLOCKING PREPARED EXCLUSIVELY FOR SCTM #: PROVIDE INSULATION N1103.6.1((R403.6.1)AROU1000–I I O–'7-2 AIR BARRIER PENETRATIONS ALL DUCT ( Efficacy(CFM/Watt) Air Flow Ratemm(CFM) Fes Location Air Flow Rate It4in. Min. SEALED WITH ALL METAL DUCTS age Hoods Air 2.8 cfm✓watt Any Scale: AS NOTED SHEATHING MUST BE INSULATED W/1" INS. MIN. :;•:�;•,.x•:::•.: •_a:•:c�•:;•::;•::•:u::•: ALL DUCT SEAMS in-Line Fan Any 2.8 cfm/watt Any MUST BE TAPED AND Drawn By: DLS INSULATED Bathroom,Utility room 10 1A cfin/watt <90 CAULK— :.:. PLATE :''''' Range Hoods 90 2.8 chv*m t Any Date: VENT COVER SEALED TO CONDITIONED AIR DRYWALL C>4!5G1: 3 FRA I N 1�ETAIL_ 1� L_ 1UGT FENETRATIOPm]. "°M N.T.S. SGALE: N.T.S.