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HomeMy WebLinkAbout42618-Z �4�gSUfFO p G Town of Southold 9/11/2019 P.O.Box 1179 o - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40689 Date: 9/11/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 Four Winds Ct, Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-13.38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/13/2018 pursuant to which Building Permit No. 42618 dated 4/27/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH FRONT COVERED PORCH, REAR COVERED PATIO, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Zatcoff,Adam&Shira of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0001 09-03-2019 ELECTRICAL CERTIFICATE NO. 42618 08-08-2019 PLUMBERS CERTIFICATION DATED 08-02-2019 St en Saund s r ut o e Signature SaFFo�,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE 2,: SOUTHOLD, NY Cpl �+ dao 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#: 42618 Date: 4/27/2018 Permission is hereby granted to: Apostolopoulos, Irene 36 Graham Ave Metuchen, NJ 08840 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 500 Four Winds Ct, Southold SCTM # 473889 Sec/Block/Lot# 88.-6-13.38 Pursuant to application dated 4/13/2018 and approved by the Building Inspector. To expire on 10/27/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,129.60 CO -NEW DWELLING $50.00 Total: $3,179.60 i uildi Inspector 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: -6_0D �LUtkjls)Ds 45'r, House No. Street Hamlet Owner or Owners of Property: A409 Suffolk County Tax Map No 1000, Section Block Lot SubdivisionFiled Map. Lot: Permit No. YZ� p Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: 1 Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 50 AppIIca ignature ®�'t r SOUry®l Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ sea n.devlin(a-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Adam Zatcoff Address: 500 Four Winds Ct city Southold st: NY zip: 11971 Building Permit#; 42618 & 44077 Section 88 Block 6 Lot 13.38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor DBA. Emerald Electric Inc License No 4868-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat GAS Duplec Recpt 67 Ceding Fixtures 33 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 13 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 82 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 71 Twist Lock Exit Fixtures TVSS Id Other Equipment, 5- Exhaust Fans, Generator, DW, Fridge, Freezer, 40A Oven Notes. Inspector Signature: Date: August 8, 2019 S Devlin-Cert Electrical Compliance Form As Q��pF SO�IyD,I .. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-950 P.O.Box 1179 G n� f 'j r , �',s F Southold,NY 11971-0959 22, • `� ;- �('- E"3 v AUG - 8 _2019 BUILDING DEPARTMENT TOWN OF SOUTHOLD �T� 3T�Y DEIN Orr,, S013-2,iTGLD CERTIFIC-AT-ION a 3 Date: Building Permit No. Owner: (Please print) � 1 (Please print) I certify that the solder used in the water supply system contains Less than 2/10 of 1% lead. I urq6 i �Jers Sworn to before me this day of AV 20� NOTARY PUSLIC STATE OF NEW YORK LORETTA H.WEIS LIC.#01 WE6063871 EXPIRES: 9/10/_. Notary Public, S1� 1 `l'1) k6ounty � i I i i V� �pF S0 �o� olo * TOWN OF SOUTHOLD BUILDING DEPT. NO, 765-1802 INSPECTION [ /FOUNDATIONlST 440 [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: vj'1 .r - Q y ::r i Y G) DATE INSPECTOR P _ Ali OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPECTION [ ] 1ST- ( ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v thil". Aq 04�[ DATE 3a INSPECTOR OF 50U1y0� f # TOWN OF SOUTHOLD BUILDING DEPT. CO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE 1? INSPECTOR OF SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. couMv, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION I C� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AK/ oc'<< Cis 1 C,� DATE �� 1 INSPECTOR SOF 50(/T # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 1 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �aflrMlw: & UN OVLAU � v DATE D ,CJ INSPECTOR Lao, OE SOUTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. courm 1 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR �-° �o��OF SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 755-1802 INSPECP ON [ FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION N�FeRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (4Lt/v".. ��A,iv►1 elt'41hlPWA6k1 rlo-4A WIN, DATE IL1011,617INSPECTOR SOF SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ RO GH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [u IREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING R MARKS: j I AIDA. cwl V" oil/—/--T-o N4 eq�o mgA2z D i%X. 4 Do �<A Nist V46 k/ Amu'A �s; 5 O-D DATE 111,411elq INSPECTOR 04 ,- �Jjf so TOWN OF O •, D BUILDING DEPT. _ o 1. INSPECTION FOUNDATION ROUGH FOUNDATION D ;. . STRAPPINGFRAMING / A FIREPLACE & IMNEY FIRE SAFETY INSPECTION � FIRE RESISTANT l..1 NSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) 1 Or, VIOLATION _ CAULKING �I % `, �Vpq REMARKS: w _ 1 WJA T�w 0511 owo(wqtl, bva,6 c*f is Mao 44� �Dkk(-% 65)- &X;UC, &W-, nb6w' nsq rd � 1 i DATE _IINSPECTOR . Ik! I ', I.I it.; �. "' �. `a I �':� a � #+ �' is _ r _ � xe y w ' I`ti '� t� �� w CY • �i � k �. L.! .. i • \. �", � \. � C �_ � ___ ; � - � �' � � ���� _ � �� y ��.,/,�/''— � �i � gip%' �� s•—. �� �, _ �� 1' v r I • �4 L ' �: :� A`'V� � Y...1 T �' �� +"•� �. _� / � , 'l. r.� �- `\ � , �'�',\ �� � \_ ,� � � ��' 'r - � ���. :r 9 t i I r, i I �. It S i , r R s 1 000 pp, 4W Fwq �o , .F JWA4MIAArr �"z a�SL/LA?1�11� SAS k - Accwr DrnD TM °R°ANUM""N ® Spray Foam Specialists ICYNENE Radiant Drywall and Insulation Corp. F Energy Consulting and Design Division www.RadiantlnsuiSystems.com 4FeASETF-/ P 0 Box 899 Middle Island, NY 11953 Phone:631-924-0500 Fax:631-924-4S84 EnviroDri. RE- EDT 500 Four Winds Court Southold, NY 11971 To whom it may concern, On June 27th at approximately 12:30 pm, I, Anthony Jones, a certified HERS rater and Accredited BPI Professional, performed a blower door test and duct leakage test at 500 Four Winds Court, Southold NY. e blower door target is equal or less than3 ach@50 for code compliance. Based on the voe of the structure, this is equal to 1,919CFM@50. The tested shell leakage is 1 ,883 cfm@50 or 2.94 ach@50, which is less than 3 ach@50 and within limits. The total duct leakage target based on the SF of the home (including the open to below areas) is 170 cfm@25 for code compliance. The tested duct leakage is 111 cfm@25 or 2.61 cfm per sf and is within limits. No other diagnostics were performed on the dwelling as this is not a HERS rating or an Energy Assessment. Sincerely, Anth y I 631) 87 - 51 nthon radiantinsuls stems.com G r r i ENERGY EFFICIENCY CERTIFICATE Address:^ r �J�il r_ J � 1 City: oy A� State: Zip Code: CU c Residential Compliance Path (Only one shall apply) Prescriptive R O Prescriptive UA ❑ m ;_ _ w Prescriptive U ❑ Performance a U ERI ❑ Index_ —' u Component Values Ceiling R or U-value: 'n Wood Frame Wall R or U-value: a; Mass Wall R or U-value: o r' Floor R or U-value: T-34 Basement Wall R-value: Slab R-value: Depth: ° ai Crawl Space R-value: CL `II E Fenestration U-Factor: SHGC:� o Skylight U-Factor: C Ducts Outside of Thermal Envelope R-value: Supply RR--88Other R-6 O ^ Q. Building Envelope Air Leakage: �/1�/' Air Changes per Hour. �• cei Dud System Air Leakage: �L CFM per 100 ft' : �•b c �o Rough In Testing: O Po��(/}}/Construction i/Testing: (JL/ 1 -( V`� Y N Heating System Efficiency: �� c � Cooling System Efficiency: �,..SL�EIZ °o ca Water Heating Efficiency: Y <11 C h0 Gas Fired Unvented o, ;; V) U Room Heater: ❑ o c O Electric Furnace: U a E v Baseboard Electric Heat: ❑ o a c v � L � This Certificate is based upon 2015 international Codes, { i os Amended by the 2017 Uniform Code Supplement. ( 5 i This Certificate shall be posted on or in the electrical distribution panel. L L I u 1 C � V t. 0 -- --- ..�- ,._�. vi�in ine e/ecfricol dist.,.,ution panel. I �T 1 c v 0 ENERGY EFFICIENCY CERTIFICATE Address: City: �Qc7( State: Zip Code: U Residential Compliance Path (Only one shall apply) i Prescriptive R ❑ Prescriptive UA ❑ m it z aj El U Performance c v ERI ❑ Index: u Component Values Ceiling R or U-value: m • Wood Frame Wall R or U-value: Mass Wall R or U-value: o Floor R or U-value: ! 1 Basement Wall R-value: f Stab R-value: Depth: 6 ai m .. Crawl Space R-value: Q o Fenestration U-Factor: SHGC: f -o Skylight U-Factor: a� Ducts Outside of Thermal Envelope R-value: Supply R,8 Other R-6 O E Building Envelope Air Leakage: 1/1 Air Changes per Hour. �• Dud System Air Leakage: CFM per 100 ft= C : �• C C C `° Rough In Testing: ❑ Po Construction Testing: K " in Heating System Efficiency: V�S `–' ,67ZW Cooling System Efficiency: -0 6 Water Heating Efficiency: o C Gas Fired Unvented o in U c Room Heater: ❑ O C Electric Furnace: Cly Baseboard Electric Heat: ❑ o 0 c a 5 L This Certificate is based upon 2015 International Codes, 5 as Amended by the 2017 Uniform Code Supplement. 41 o i This Certificate shall be posted on or in the electrical distribution panel. 1 I C: U O V O _. _______— r• �„u�,urin ene electrical dist—ution panel. C U C v O U � ',T�•�4 I I �'4 1� ��1'M 1 TM OR AiVM ON -- --- .•._ .� ...- W pray Foam Specialists ICYNENE'GUAp . DIAN UOP&AN� Radiant Drywall and Insulation Corp. 1 200420 IN Energy Consulting and Design Division G�f'OASLD1F'�y www.RadiantlnsulSystems.com P O Box 899 Middle Island, NY 11953 4 Phone:631-924-0500 Fax:631-924-4584 ' Enviro®ri®;11t RE: EDT 500 Four Winds Court Southold, NY 11971 To whom it may concern, On June 27th at approximately 12:30 pm, I, Anthony Jones, a certified HERS rater and Accredited BPI Professional, performed a blower door test and duct leakage test at 500 Four Winds Court, Southold NY. The blower door target is equal or less than3 ach@50 for code compliance. Based on the volume of the structure, this is equal to 1,919CFM@50. The tested shell leakage is 1,883 cfm@50 which is less than 3 ach@50 and within limits. The total duct leakage target based on the SF of the home (including the open to below areas) is 170 cfm@25 for code compliance. The tested duct leakage is 111 cfm@25 and is within limits. No other diagnostics were performed on the dwelling as this is not a HERS rating or an Energy Assessment. Sincere) , ' t Ant n o s (631) 8 -28 nthonyi radiantinsulsystems.com AUG - 8 2019 Page 1 of 1 LmM FOUNDATION (1ST) rI . . 1 . --------------------------- 'FOUNDATION (2ND) 11FA ift wilillf'sm.mmwmo&w-�- PLUMBING �-rte .� % d Ir sib4; 7� , .54=3WP2STATE ENERGY CODE e�'L�� ok INSULATION PER N.Y.. 1 o + 'E MWITA Ml eA Ma .� � ADDITIONAL C2��j �ilmt� DR. ...... ----- 0... i • - 1� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followi ,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board roval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 4�& Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20� Single&Separate Truss Identification Form / Storm-Water Assessment Form Contact: ,,` Approved ,20 [ Mail to: LUWi� Disapproved a/c �oi ( 10 /1 nJ1,loq 1Q� Phone: 3 — — (p Expiration ,20 DBut-dl' pector APR 13 2018 LICATION FOR BUILDING PERMIT Date 20 a INSTRUCTIONS TOWN OF SOMOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues'a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. s (Si e of applicant or name,if a corporation) a' mg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ZA--C® (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Narne,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 oposed work will be done: C7 -CA 4i o/Cl House Number Street Hamlet Lot County Tax Map No. 1000 Section Block • L s.� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �r b. Intended use and occupancy_s)ilUl��� � ��� � /��Qe+�/i9lG t�� EA 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost `-� � 00-0 - Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed 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 --I t-,, c-n Rea_ P —i Depth 1 ^ Height Numb4r o 11Sto00ie"s ?{ '` i -=: 't CI � 8. Dimensions of entire new construction: Front to!)•� Rear t �- Depth x Height 5Z G Number of Stories 9. Size of lot: Front 93- 7 4 Rear ::7q©`t Depth 10. Date of Purchase 'i / Name of Former Owner /"O�o& 11. Zone or use district in which premises are situated 12. Doesro osed construction violate any z ning law, ordinance or regulation? YES NO �0 p p 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises AM ZjjC&qiT AddressNQQ� 1 6�Q hone No. Name of Architect M Ln8A Mkiii0k Address2 M 'hone 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. y 18. Are there an covenants and restrictions with respect to this property? * YES V NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF CjC2F-J\1,J ✓ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing(contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw rpto before me this ( p� day of m#f C Ire 20 IL Notary Public i NOTARY PUBLIC Signature of Applicant STATE OF NEW YORK LORE17A H.WEIS LIC,#01 WE6063Q71 EXPIRES: 9/10/7i0 Z l w f Scott A. Russell ��°SU�'� �T�O�]KIM[WA\T]EIK SUPERVISOR z MANAG]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET APR 16 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES MS PROJECT INVOLVE ANY OF THE FOLLOWING: Y No . (CHECK ALL THAT APPLY ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C: Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑[� erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: i !J/ c�SEz� 98 � 13.3$ 8 t Section Block Lot Contact Information FOR BUILDING DEPARTMENT USE ONLY `4' r��"� �—�`� L Tdepho Numhed Reviewed By: ISA Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. —,5—®d(� Ll'�Z ���� cjr Stormwater Management Control Plan Not Required 30iit kold Stormwater Management Control Plan is Required L_.1 (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2011 i APPLICANT S.C.T.M. #: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 99�� T j3>3 Stormwater Management Control Plan CHECK LIST ___NA / �AjE�O Section Block Lot 4 a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pk' plca<c PnM Date: The applicant must provide a Complete Explanation and/or Reason for not providing �I,al all Information that has been Required by the following Checklist[ T.I.ph—Nu k, { 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 If you need additional room for explanations, Please Provide additional Paper. show all of the following items: Y P � P a. Location & Description of Property Boundaries b. Total Site Acreage. 0 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 Water. EROSION &SEDIMENT e. Limits of Clearing & Area of Proposed Land Disturbance. I VZ Shall include but not be limited to: f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) A well maintained Construction Entrance, g. Location of all existing & proposed structures, roads, Racked Silt Fencing, stabilization driveways, sidewalks, drainage improvements &utilities. ed and/or inactive soils, h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). REQUIRED m. Location of all proposed erosion&sediment control measures. I V Contact TOS Engineering at 765-1560 before 2. Stormwater Management Control Plan must include Calculations showing Backfill, OR Provide Engineer's Certification that the stormwater improvements are sized to capture,store,and infiltrate that the drainage has been installed to Code. on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0 b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 11 V711 d, Leach ing Structures (e. . infiltration basins,swales,etc.) SOUTHOLD I'01� LN(rINL[.I i ( UE[ ARTNIE T USE ONLY Additional Information is Required. Reviewed & I � Stormwater Management Control Plan is Not Complete. Approved By. - — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: Z / I -SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 Aug 0718 04:53p Emerald Electric Inc. 631-474-922 D MUM WV/R Aug 07 2018 05:01FM HP Fax 6317755142 page 1' V D AUG - 82018 ilDING DEPARTMEidT-Electrical lnspe BMD]INGDEM BU g}SFfdLK�, `�WR QF SOUMOLD �p TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1179 Southold, New York 11971-0959 yP plp� Telephone (631)7155-1802- FAX(631) 765-9502 is roger.richerta-town-southold.ny_us APPLICATION FOR ELECTRICAL INSPECTION 'EC1UESTED-l3Y.- .. - - -- -- ,nZGI . ...__. . .. Date:- Company ate:-Company Name: wtCt-C-1- /w Z1 Name: _ License No__: — `-/, �p email: j5M aR f}•L- l=-5QQ t�z J3(9 Address: P d 9 ►o-H P *7 Phone No.: ./�, "f� �' JOB SITE INFORMATION: (All Information Required) Name: '/`A.r7 4 Address: $-D o ✓K-1-✓�i,/D-t Com, Cross Street: - Phone No.: Bldg.Perrnit#. qzk?/ email: E� ,gyp �J moi, 6" Tax Map District: 1000 Section: g Block: foep Lo • ) .�$ BRIEF DESCRIPTIO OF WORK(Please Print Cleat y Circle All That Apply: Is job ready for inspection?: YES ANO 'Rough In Final • Do you need a Temp Certificate: (YR, NO Issued On Temp Information: (Ali information required). Service Size1 P 3 Ply Size: 40 A #Meters Old Meter# fNew]Servtc -Fire Reconnect-Flood Reconnect- Service Reconnected: Undergroem Ovefhead #Underground Laterals 2 H Frame Pole Work done on Service? Y N AdditionalInformation: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs 9 �Yo o�asu>;Fot,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road a < Fax(631)765-9502 P. O. Box 1179 -------South-old—, NY-1-T971=09 O � � ------ - BUILDING-DERARTMENT-- - ------- - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: $ $ Owner: '—";'kf6DFF Location of Property: (It V P)"bS (51 - Please ke notice that the (check applipable.line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to.-an existing commercial or residential structure to be constructed or performed at the subject property reference above will'utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TO) . in the f6flowing locations c e_clkapplic�LeJine): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): AW'03 Capacity (check applicable line): Owner Owner representative TrussReg15 docx Effective 1/1/2015 i •. ►`: < .±`y.. i" ``",ya`�s'i: f�f� � �t 'Y Gni,^{"''• 1. f��.ytz �•. .+) �t�s'.��-s �s;.*rr�.r• ra r�ss1 by Y<+ff i 4 F'�=r.iS �.4 +rs.' ,�<,y :'� !T�; y sy.�l.♦�at�„w s ^i L r �!!'4s.�•t. -u'z� xr'f' r � }a i�^t'�..Ker•.ttrt:,�6.:1�2. wr, r x '�'��%I r'1,�'�!'.C�'. 1.� �• 'rr��,7'#-fir. yi ^.err s � � ti'�`•` 3 vr"�'T'.a.r � [�X .r 'a,+��� � y, `f�: �>' W 45 sE t s �tl✓ vx+A ,�n F kr"� :c� 4 i'� �4 x � '��..� ��,3 I�h+7^��r ��:,C�•'i�f{*sr '" Y � � �"'�_M� �p x tr`s ;, �" �'r�v, �y.l��'�,,/,2 r£,�'�:� ` x fes• �t�l 4n r *'k t. .c' cr't ` �r: �y;ti�c,,�r �`�.' �`���i`'•'�'� ,�,q.�t4 A� =l,i .•S....4 J �9rr<J��a{�{�' Ilk `~7'� S'r�"+ h� ti'aS�"Lam!.� r+'4'''•.f!- - �",%, t-r„t �ry.,�„s• r'Yrx"',� tal �� '� 'L�n �Y �'” '. y•� `try s��7uliJYrJ'iz� t t�p^"�L�F'sra��� -{^+ "n'r+�j.�t 1 •, • • .} ,Y r K 5'va a ^'t .«rf7r ��� t� :s ,• ', � ►' a • 'fix � � ► 2 r - . "� <t Lar 3.• -, , '!s � ,la i p , e ?�• ..s:::•,..�, �...;x.,„.r 'tel - _ FOtf PLANNING BOARD MEMBERS -A �t'iy N C3 Richard G.Ward, Chairman W x 'town Hall,53095 Main Road George Ritchie Latham,Jr. WO P. O. Box 1179 -Bennett Orlowski,Jr. Southold,New York 11971 Mark S. McDonald �Ql ��� � Fax(516)765-3136 Kenneth L. Edwards r Telephone(516)765-1938 PLANNING BOARD OFFICE May 2, 1995 TOWN OF SOUTHOLD William D. Moore Moore & Moore P.O. Box 23 Mattituck, NY 11952 Re: Major Subdivision Angel Shores 1000-88-6-1, 4 & 5 Dear Mr. Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on May 1, 1995: Be it RESOLVED that the Southold Town Planning Board grant a ninety (90) day extension of conditional final approval from April 24, 1995 to July 24, 1995. Conditional final approval was granted on October 24, 1994. Please contact this office if you have any questions regarding the above. Sincerely, Richard G. Ward f Chairman.. DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by Theodore Laoudis and Angela P. Laoudis this 3 day of September, 1993, residing at 23 Van Buren Court, Creskill, New Jersey hereinafter - referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and hoes hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES. 2. As a condition of approval by the DEPARTMENT of the subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any plot unless an approved community water supply or public water is extended thereto.- This shall not prevent a conveyance of the entire subdivision subject to this covenant. %C 00 3, The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees 06. C'� of the above described property and shall, by their terms, subject same to the covenants and restrictions o0q, ac contained herein. Failure of the DECLARANT, its _ ow successors and/or assigns to so condition the leases Lv!, . shall not invalidate their automatic subjugation to the 01 ,3 ,0e, covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provision of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or, at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all SCHEDULE A DESCRIPTION AS TO TAX LOTS 013.001 and 005.000 ALL that certain plot, piece or parcel of land, situate, lying and being at Bayview, near Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a concrete monument at the intersection of the West Side of Little , Peconic Bay Lane (33 feet wide) and the SOuth side of Main Bayview Road (66 + feet wide) ; THENCE from said point of beginning the following four (4) courses and distances along the West and South sides of Little Peconic Bay Lane: 1. South 34 degrees 16 minutes 00 seconds West 559.45 feet; THENCE 2. South 58 degrees 01 minutes 20 seconds East 674.80 feet; THENCE 3. South 36 degrees 29 minutes 30 seconds West• 572.74 feet; THENCE 4. South 35 degrees 33 minutes 20 seconds West 378.82 feet; THENCE North 67 degrees 35 minutes 20 seconds West along the lands now or formerly of Zevits, Kophen, Hancock, and Mullins, 620.06 feet; THENCE South 35 degrees 02 minutes 40 seconds West along the East line of a 50 foot RIGHT OF WAY extended 376.24 feet; THENCE North 64 degrees 13 minutes 30 seconds West along Peconic Bay, 149.53 feet; THENCE the following three (3) courses and distances along the land of Wohl: 1. 'North 35 degrees 02 minutes 40 seconds East 166 feet; THENCE 2. North 67 degrees 35 minutes 20 seconds West 100 feet; THENCE ' 3. South 35 degrees 02 minutes 40 seconds West 166.02 feet; THENCE North 67 degrees 34 minutes 50 seconds West along Peconic Bay 612.37 feet; THENCE the following three (3) courses and distances along the East boundary line of "Terry Waters Subdivision"; 1. North 32 degrees 41 minutes 30 seconds East 535 feet; THENCE 2. North 28 degrees 28 minutes 30 seconds East 542.64 feet; THENCE 3. North 30 degrees 23 minutes 40 seconds East 683.40 feet; THENCE the following two (2) Bourses and distances along the land now or formerly of Edith Hills Booth; I. South 72 degrees 57 minutes 40 seconds East 150 feet; THENCE 2. North 30 degrees 23 minutes 40 seconds East 190 feet; THENCE the following two (2) cdurses and distances along the South side of Main Bayview Road; 1. Southr72 3egrees '57 minutes 40••secorids 'East 215.99 feet; -THENCE 2. South 65 degrees •24 minutes 40 seconds East 600.93 feet to the point or place' of BEGINNING. Applicant: Theodore Laoudis and Angela P. Laoudis Health Dept. Ref. Nd. 93-148 SCHEDULE B CONSENT OF MORTGAGEE/LIENOR DECLARANT: THEODORE LAOUDIS and ANGELA P. LAOUDIS H.D. REF. NO. OR NAME OF SUBDIVISION: ANGEL SHORES In the matter of the application of Theodore Laoudis and Angela P. Laoudis for subdivision approval the undersigned , as holder of a mortgage or lien on premises described in Schedule "A" annexed hereto, hereby consents to the annexed covenants and restrictions on said premises. Valley National Bank By -+(print name & titlkfi below] Jerome P. Foley, Se or Vice President State of New Jersey County of 'Z s�= C' s.ss: on the -4 h day of _ VLA u 1993 before me personally came -se r01nt ��, r-cl��( , to me known, who being by me dul swljvforn did depose and say that he resides at lel _"� .s - that he is the r ;(E, , of Valley National Bank, the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board - of Directors of said cor oration, and that he signed his name thereto by like order. 7 L' `� �1� DOROTHY OKKEN Notary pub,-Ac MOTARY PUBLIC OF NEW JERSEY My commission expires MY COMMISSI017 EXPIRES AUGUST 7,1946 STATE OF NEW YORK: COUNTY OF SUFFOLK: ss. : On the a 3'A day of September, 1993, before me personally came Theodore Laoudis, to me known to be the individual described in and who executed the foregoing instrument and acknowledged that he executed same. ///J/ //41 - Ni3t6ry 'pii6llc Vq=AM D.MOORE Notary Public,State of Newyork No.4(332 728 Qualified in Suffolk County STATE OF NEW yOR�pmmission Expires January 31,199 COUNTY OF SUFFOLK: ss. : On the d 3A-Q day of September, 1993, before me personally came Angela P. Laoudis, to me known to be the individual described in and who executed the foregoing instrument and acknowledged that he executed same. ///t P/ Y///;0 L N tary public 1MLLIAM D.MOORE Notary Public,State of Now York No.41332 728 Qualified in Suffolk County commission Expires January 31,199 Planning Department files can be viewed via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town Records/Weblink/Laserfiche Icon; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on (type of project) Mo-JC)-Y- 6. C�-JC)-Y- 6. Click on (status) , 7. Click on the SCTM# (tax map #) of the application, 1000-'�g'-6--(O- pF SO(/Tgol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 ��yC®UiVTV,�� BUILDING DEPARTMENT September 5, 2019 TOWN OF SOUTHOM Edward Tenety 2 Doral Lane Yaphank, New York 11980 RE: Zatcoff, 500 Four Winds Court, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. _ Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 42618-Z New Dwelling FOR SCDHS USE: NOTES: PARCEL AREA:45,861 SF or 1.05 Ac. THE PROPOSED RESIDENCE IS TO CONTAIN 5 BEDROOMS. PROPOSED SANITARY TO CONSIST OF: 1500 GAL.SEPTIC TANK&(5)4'E.D.X 8'DIA.LEACHING POOLS �F/fj 7� GARAGE AREA=667 SQ.FT. E � Y ELEVATIONS ARE NAVD 1988 'r /y' Tye� F pF T 1ST FLOOR AREA=1723 SQ.FT. THERE ARE NO SURFACE WATERS/WETLANDS WITHIN 300'OF PROPERTY AS DEPICTED c 2ND FLOOR AREA=2174 SQ.FT. DRAINAGE CALCULATIONS: S/J��n/ R�cFS ROOF DRAINAGE TO BE DIVERTED VIA LEADERS & GUTTERS TO DRY WELLS s 1 (DESIGNED FOR 2" RAIN FALL) TESTHOLE #2 r PROPOSED RESIDENCE:±3415 Sq.Ft. X 0.1667 X (1) = ±569.2 Cu.Ft. " ±569.2 Cu.Ft. _ 42.24 = 13.47 VF REQ. USE (4) 8.O"DIAMETER x 4.O"DEEP LEACHING DRYWELLS AND + CONNECTED WITH 4" PVC SDR 35, PROVIDING 16.0 VF. 1r- LAND r- ' I f � I p SOF THOMPSON FORMERLY op(OOWry OFNowORFO f o RESIDENCE- PUBLIC WATER ��Nr1ONBgSNHpRO �37 DRAINAGE INSPECTIONS ARE REQUIRED & 6'C4P cq,,,oND Contact TOS Engineering at 765-1560 before ��GE\s\s�Sp?¢pry Re..- OCe� FO/++MERCY � Backfill, OR Provide Engineer's Certification o /CN that the drainage has been installed to Code. X 9.6 9137 W ® IIArFR 3¢9, �"oN co j x 9.7 RESID 01C4 W"RA0 TEST HOLE INFORMATION: LAND NO o, Q x Jp- FOI,No p�"'q^'o R�r OF LOVERICH x 10.4 10.0 �f RESIDENCE-PUBLIC WATER C14 X10.1 x101 113 TESTHOLE 2 MAP OF ANGEL X9'7 10.2 �� # 10.2 x ,6 o.� GRA POS �' f SHORES MAP # 9729, 8/23/95 ® 108 11.1x oL oR/ W fo o X (4X) o��9r h 50 Q S FE PROPOSED STORMWATER �o ry � a , 5 TBAOK 4 W p• s' Q7N DRYWELL-TIE TO LEADERS a�a 30. y�, Ej'!R� c 6 A� / l � h� EROSION &SEDIMENT CONTROLS 11.0 & GUTTERS ry cj rso /tc oq 13.4 ; X s DIA. X 4' E.D. c h , N 3�Y ��R6 o�os / r �o_ o� Shall include but not be limited to: LAND NOW OR FORMERLY N ^d. Q'6" �F 13.2 j` OF ZEVITS Lr) w 11.0 122 6 0 '� 9c LAND NOW OR FORMERLY RESIDENCE-PUBLIC WATER - w X X 4��` a& c7'9 / x13.6 O OFCASTLENUOVO A well maintained Construction Entrance, LOAM cp w X12.1 �r N $ / / 13.4 1.0N c0 RESIDENCE-PUBLIC WATER Wire Backed Silt Fencing, stabilization & OL Z w / cry r 117 �' D - S LP TC=13.33 ® Seeding of exposed and/or inactive soils. O x �-© S DP LP / BC---3.07 y I 'ROp, oc x13.6 TC=13.20 R=50.0' TC--13.4 PROPOSED WATER SERVICE BC=13.16 (1500 GAL z Bc=12ss L=108.26 APPROVAL OF STORMWATER MANAGEMENT _5, PROPOSED SEPTIC TANK! ROI. LA -T n Code a tEr 36 11.7 11.7 121 12.9 U.PROPOSED UTILITIES CATCH C BASIN 13.5 13.4 13.6E13. RIM = VALVES EXISTING 6" WATER MAIN) e, FE 0.5'N S 15'03'52" W 265.82' TC--13.9 FOUR WINDS C O U R l Approv b SAND BC--12.93AND LAND NOW OR FORMERLY OF ROGAN TC=13 27 GRAVEL RESIDENCE-UNDER CONSTRUCTION SIR PUBLIC WATER ® SITE PLAN If OF 4S! SITUATED IN �A�Os�PH p� - _10• PROFILE (NOT TO SCALE) I SOUTHOLD O GROUND WATER FINISHED FLOOR 16.5 INV=14.0 INV=13.4 TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK FIN. GRADE 15.5 FIN. GRADE 15.0 O'Connor - Petito, L. L. C. 35-1 4" sdr :SEPTIC TANK LPooL 27 Forest Avenue JVD SV�� BASEMENT FLOOR 7.0 Land Surveying Locust Valley, NY 11560 - .a AUTHORRED ALTERATION OR ADDITION TO A SURVEY MAP PREPARED AND SEALED BY A UCENSED LAND INV=13.6 INV=13.2 3' MINIMUM ; Civil Engineering (516)676-3260 SURVEYOR IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW." 'COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S GROUNDWATER 5.0 I MAP ANGEL SHORES,MAP No 9729,8/23/1995 DIST 1000 SEC. 88 BLK. 6 LOT 13.38 INKED SEAL OR HIS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY."'CERTIFICATION INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF REV.DATE. APRIL 11,201E PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND REVISED: MAR.3,2018 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, DRAINAGE CALCULATIONS DATE: DECEMBER 3,2017 REVISE HOUSE SCALE: 1"=60' SHEET: 1 OF 1 l I' ` FOR SCDHS USE: Pf20FlLE N07 TO SCALE) PARCEL AREA:45,661SFor1.O5Aa A < f GARAGE AREA=643 SQ.FT. I 1ST FLOOR AREA=1725 SQ.FT. FINISHED FLOOR 16.5 INV=14'10 INV=13.4 2ND FLOOR AREA=1653 SQ.FT. /FIN. GRADE 15.5 FIN. GRADE 15.0 TESTHOLE #2 SUFFOLIC COUNTY OEPARTME114 T OF HEALTH SERVICES BOTTOM OF CRAWL SPACE 11.0 4' sdr SEPTIC LEACH. TANK POOL PERm FOR APPROVAL of CONSTRUCTION FOR A INV--1&6� INV=13.2 3 MINIMUM q SINGLL FA-iii Y ONLY cN/ � GROUNDWATER 5.0 O� 4L ry �A� o Spy SRF ®ATS I,.;.-� �� . ���_ No- -f� oc� a F o A;PPETOVImi2 pl.1.M..2� LO, ,�,Z FOR t4A1<IP1bUM OF BE13i3001+19 3=0 9 OF O NOWORp o `) EXPIRES'THREE YEARS FR0r,4 DATE OF APPROVAL o p�� (OF�NONe UNMjyfR4Y 4AND& & Ow 2 36-0 G sy gRES/o Nco� p�RMF `C E,pUe RGY N� �. . w ¢w 1 ® ���WqT -, 0=3 x9.6 37, BR /� o° ° ,� W 349 l gNp Gli �w m x 9.7 g. ��' RE OF°WOR p o>> \ S/pF lq� f0 fl, w �- x 2p.STORM NcF,p�B NOMSR�Y Z °z a= x 10.4 10.0�q/N 57 c wq r o N x10.1 �A �vT 'Tkf 11 ® FR S 10 2 X9.7 X10.2 , x 11.3 X0.8 11.1 $O c ORiOpOSFO p`SSS x J 0.7-N X 11.0 ® I�D,^� ` fie o w 5� 13.4 �� �O TEST HOLE INFORMATION: ,, �o, 3 W 11.0 122 , ���28i 13.2 a" V M U X x Q Q: Q� � LAND NOW OR FORMERLY cc j ^ 12,1 ?2�• c-2sI Op, X 13.6 O OF CASTLENUOVO TESTHOLE #2 MAP OF ANGEL 0 o O X eV N 1 GAL 13.4 1.0 N�O RESIDENCE-PUBLIC WATER SHORES MAP # 9729, 8/23/95 L.4i � W PROPOSED C c T K C Z o° Q STORMWATER D ST LP T�13.33 3X1.7 DRYWELL (TYP.) .�Dpi 60=13.07 0p u' PROPOSED WATER SERVICE x136 T(.13.20 R=50.0 Tc=13.4 ec'128e L=108.26' 6�13.1s PROPOSED 11,7 11,7 121 12.9 WATER - .U.G. UTILITIES gCAT'I 13.5 1 .4 13.6D13 RPM I= VALVES EXISTING 6 WATER MAIN) LOAM 5•N , , " , 8(=1292 FOUR WINDS C G R ; � , S 15 03 52 'W 265.82 TC=13.9 r . LAND NOW OR FORMERLY OF ROGAN' X13.23 } RESIDENCE-UNDER CONSTRUCTION PUBLIC WATER -s ® SITE PLAN SITUATED IN a �$ SOUTHOLD O w SAND NOTES:THE PROPOSED RESIDENCE IS TO CONTAIN 5 BEDROOMS. } TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK < L7yI GRAVEL PROPOSED SANITARY TO CONSIST OF: 1500 GAL.SEPTIC TANK&(5)4'E.D.X 8'DIA. LEACHING POOLS �o- b, f > SP ELEVATIONS ARE NAND 1988 O'Connor - RB 0 ��� THERE ARE NO SURFACE WATERSIWETLANDS WITHIN 300'OF PROPERTY AS DEPICTED Land Surveying 27 Forest Avenue 050 CO 'UNAUTHORIzED ALTERATION OR ADDITION TO'A SURVEY MAP PREPARED AND•SEMtD BY A LICMM•LAND Locust Valley,NY 11560 SURVEYOR IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.• CMI Engineering (516)676-3260 ED -10, COPIES FROM THE ORK;INAL OF THIS SURVEY MAP NOT MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S GROUND WATER INKED SEAT.OR HIS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VAUD TRUE COPY.'CFMFICAMON i MAP ANGEL SHORES,MAP No.9729,8/23/1995 •DIST.1000 SEC. 86 BLI{ 6 LOT 13.38 INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE DWNG CODE OF , PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK SPATE ASSOCIATION OF PROFESSIONAL.LAND SURVEYORS. SAID COWFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, DATE: DECEMBER 3,201 REVISED: SCALE: 1'-50' SHEET: 1 OF 1 FOR SCDHS USE: NOTES: PARCEL AREA-45,861 SF or 105 Ac ELEVATIONS ARE NAVD 1988 i q VFNv (TyF�F OF T p��N,gRFFs -713,6119 LAND NOW OR FORMERLY OFT�OwOFTHOMP0 RESIDENCE N /�ETFNTi��sNOR� PUBLIC WATER A8//v s' 353 02 4 " RFS�FNC Rq Cly oF�Ri,E O e ®pVe(i�WATERY �. 3�W 3 49 TEST HOLE INFORMATION: LAND NOW OR FORMERLYzo :3 F\SF�f�(pRAIN �'�\ RFS�FN FF1,gNRMFRCY OF LOVERICH �R�CF FOND USC/CO RESIDENCE-PUBLIC WATER O `• \M��. STAkf \ ® WATER N TESTHOLE #2 MAP OF ANGEL x Qp_Q \ �Rf N� SHORES MAP # 9729, 8/23/95 ® .0 i� CF \ h 50 VSs �� 0' p "' 2 Sss E�pO G 4�W D LAND NOW OR FORMERLYN U pQ3w 8 CV / / O �� CP LU TS RESIDENCE?PUIT LAND NOW OR FORMERLY BLIC WATER =� U '��U OJ2 47 '• / / ^ JUL 3 0 111 2008 t\ Z 4�$ �?p• LOOF CASLENUOVO AM Z W ?7,S' w 0 �/ / 1.0 N OO RESIDENCE-PUB IC WATER T / TC=13.33 ® B vMD]WG DEo TC=13.20 R=50.0 TC--13.4 _5 I BC=12.88 L=10$.26 BC=13.16 CATCH FE SFOUND TAKE RIMSIN X27 0.5'N BCBC--12.92BC--12.92FOUR WINDS COURT SAND S 15 03°52„ W 265.82, TC--13.18 AND BC--12.93GRAVEL LAND NOW OR FORMERLY OF ROGAN TC--13.27SP RESIDENCE PUBLIC WATER ® 9 FOUNDATION LOCATION SURVEY F N r SITUATED IN O P -10 GROUND WATER SOUTHOLD o T TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK O'Connor - Petito, L. L. C. Land Surveying 27 Forest Avenue 50111 J¢ Locust Valley, NY 11560 S 5 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP PREPARED AND SEALED BY A LICENSED LAND Civil Engineering ) SURVEYOR IS A VIOLA710N OF SECTION 7209 OF THE NEW YORK SPATE EDUCATION LAW.” � 516 676-3260 L� 'COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY.''CERTIFICATION MAP ANGEL SHORES,MAP No.9729,8/23/1995 DIST.1000 SEC. 88 BLK. 6 LOT 13.38 INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE IXISNNG CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, DATE. JULY 23,2018 SCALE 1"=60' 7 SHEET- 1 OF 1 x 10.2 = SPOT ELEVATION (NAVD 1988) NOTE:SEPTIC LOCATION PER OWNER/BUILDER FOUR WINDS COURT ,r-,p 5 E P 1 0 2019 &!\,.-) LO C1. 449.50, LLJ12;1 1.117—T"I'DUll G L E4 1,111 1 LAND NOW OR FORMERLY V� F S0"UT '3 CASTLENUoVO CL FE 3 60019-20"E Q8-N CL-N FE43.79, C to L Q5-SFE- 14.0 13.2 Q51W Uj WOODED X 0 0 LAND NOW OR FORMERLY 0 . c 0 SAAVEDRA,LALLEMAND '06,I?6, C6 MAIN V: —0 W00 END CONC. RET WALL EE LL 2.6% BOX Uj 1 3 AIV BOX TE 13.2 Z a) 0 Cz U a cri p q . , I 2! W SSS PAIR 40 M Z 0 Uj (L cly 21.4' Sp' E 2R'w Lw RA CL ,CA A 0. GE 00 C) -�1- 0- FL. 0) a4 C LL -r� o C. X5.15 EL r �u Co -Ile 2S91 Cj-z RESIDY a V- go co 0 LAND NOW OR FORMERLY Ce Soo 0 r F�110 C14 DRAGO .0 C cc, 0 co CC Z5 LL -7- S—rAlVDya- (0 t r 0 TOR 0 V, R .61 G'WOA" 6 TSPS ONC PAD LL e / `Fq 1 PA -10 L6 t 651 01 h > END CONC. RET WALL )c OXE BS7- 11.8 0 U- FE COR pi�dp..C NONIC 0� 3.7'W Z ev 0 0 >( PADS ,O CO CD 0 0 LAND NOW OR FORMERLY >(ON POOL U) TOWN OF SOUTHOLD / M 10 C4&q EQUIP - >( IU WOODED kj ZD )< GATE STK FE >< 4' 0.9'N LINK FENCE —Z x X 6- STOCKADE FENCE X—X—'10.2 X GATE WIRE FE 1-FtFE N 67035'29"W 204.96 0.3'N 1.3% LAND NOW OR FORMERLY LAND NOW OR FORMERLY THOMPSON LEVERICH LAND NOW OR FORMERLY ZEVITS PARCEL AREA= 45,816 SQ.FT.OR 1.05 ACRES "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP PREPARED FINAL SURVEY AND SEALED BY ALICENSED LAND SURVEYOR IS A VIOLATION OF SECTION 500 FOUR WINDS COURT 7209 OF THE NEW YORK STATE EDUCATION LAW." SITUATED IN 'COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH AN SOUTHOLD ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK PD SHALL NOT BE CONSIDERED A VALID TRUE COPY." "CERTIFICATION INDICATED HEREON THAT'MIS SURVEY PREPARED SIGNIFY WAS IN ACCORDANCE WITH THE O'Connor Petito , L . L . C . EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL 27 Forest Avenue LAND SURVEYORS. Land Surveying SAID CERTIFICATIONS 0336-" SHALL RUN ONLY TO THE PERSON FOR Locust Valley, NY 11560 WHOM THE SURVEYS PREPARED, AND Civil Engineering (516) 676-3260 LAND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING I— INSTITUTION. CERTIFICATIONS ARE NOT ANGEL SHORES,FILE MAP No.9729 TRANSFERABLE TO ADDITIONAL M" - FILED 8/23/1995 DIST.1000 SEC. 88 BLK 6 LOT 13.38 INSTITUTIONS OR SUBSEQUENT OWNERS.' — REV. DATE: DATE: AUGUST 18,2019 SCALE: 1"=40' SHEET: 1 OF 1 REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code:, 20151ECC Location: Southold, New York Construction Type: Single-family „ Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: ',. Construction Site: Owner/Agent: Designer/Contractor: 500 Four Winds Court Adam and Shira Zatcoff Michael Macrina Architect,p.c. Southold,NY 21 Main Street Stony Brook, NY 11790 Compliance: 9.4%Better Than Code Maximum UA: 491 Your UA: 445 Maximum SHGC: 0.40 Your SHGC: 0.26 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 CaVify Cont. Assembly or m Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,651 36.0 0.0 0.028 46 Wall 1:Wood Frame, 16"D.C. 1,656 21.0 0.0 0.057 78 Window 1:Wood Frame:Double Pane with Low-E 130 0.310 40 SHGCr0:28 Window 2:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.28 Door 1: Glass 87 0.290 25 SHGC: 0.18 Door 2' Solid 60 0.300 18 Wall 2:Wood Frame, 16"D.C. 1,472 21.0 0.0 0.057 71 Window 3:Wood Frame:Double Pane with Low-E 232 0.310 72 SHGC: 0.28 Wall 3: Wood Frame, 16" D.C. 327 21.0 0.0 0.057 18 Window 4:Wood Frame:Double Pane with Low-E 10 0.310 3 SHGC: 0.28 Ceiling 1: Flat-Ceiling or Scissor Truss 1,628 30.0 0.0 0.035 57 Ceiling 2: Cathedral Ceiling 441 30.0 0.0 0.034 15 v,4 Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title �D Signature Date a ������� C �� LUU W(� "•� 03 y0 Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 2 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - Plans Verified Field Verified 0 Pre-Inspection/Plan Review Complies? Comments/Assm uptlons & Recy:ID Value Value 103.1, ;Construction drawings and ! = s❑Complies 103.2 :documentation demonstrate ❑Does Not [PRI]1 ;energy code compliance for the i o building envelope.Thermal ❑Not Observable envelope represented on ;❑Not Applicable j construction documents, t 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate - �❑Does Not 403.7 energy code compliance for = [PR311 lighting and mechanical systems. r `❑Not Observable ;Systems serving multiple s ;❑Not Applicable dwelling units must demonstrate compliance with the IECC i Commercial Provisions. f 302.1, Heating and cooling equipment is: Heating: Heating: ;[]Compiles ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable i Manual J or other methods Btu/hr Btu/hr ;❑Not A licable approved by the code official. PP Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 3 of10 Section. # _" Foundatilon"lnspectlon,, Complies? _ comments/Assumptions &Req.lD 303.2.1: - 'A protective covering is installed to ;❑Complies [F011]2 _,f protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. :[]Not Observable ❑Not Applicable ; 403.9- Snow-and ice-melting system controls;❑Complies [FO.12]2 installed. ;❑Does Not ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 4 of 10 Section Plans Verified Field Verified # " Framing/Rough-in Insp®ction Value Value Complies? Comments/Assumptions- & Req.ID - 402.1.1, ;Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 i ;❑Does Not table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ; 402.5 :❑Not Observable ; [FR2]1 ;❑Not Applicable 303.1.3 !U-factors of fenestration products ;❑Complies [FR4]1 !are determined in accordance ;❑Does Not with the NFRC test procedure or - taken from the default table. []Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier +" - _ ;❑Complies [FR23]1 ;installed per manufacturer's ?❑Does Not instructions. ! - _ ; Coll ❑Not Observable i ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting ;❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC _ '[-]Not Observable !400 that do not exceed code i❑Not Applicable limits. i 402.4.5 SIC-rated recessed lighting fixtures; ❑Complies [FR16]2.. :sealed at housing/interior finish - ;❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ,❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; i❑Complies [FR12]1 i insulated >= R-8 where duct is i❑Does Not >= 3 inches in diameter and >= r , ;R-6 where<3 inches.Supply and; ❑Not Observable :return ducts in other portions of ` _ _ ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 .for<3 inches in diameter. 403.3.5 ;Building cavities are not used as ',❑Complies [FR15]3 !ducts or plenums. +❑Does Not ❑Not Observable r❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]21 ;above 105 9F or chilled fluids ;❑Does Not QW_ ;below 55 °F are insulated to zR- j 13 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC f❑Complies [FR24]1 'piping. ; ;❑Does Not 1 " ',❑Not Observable ' ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies [FR18]z- :zR-3. ;❑Does Not '❑Not Observable ' i❑Not Applicable 403.6 ;Automatic or gravity dampers arei ❑Complies [FR19]2 installed on all outdoor air f= i❑Does Not f intakes and exhausts. ❑Not Observable i❑Not Applicable ' 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 5 of10 r Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 6 of10 Section Plans Verified Field Verified # ` Insulation Inspection' Complies?> " - Comments/Assu-Mptions & Req.11) Value." Value 303.1 -i All installed insulation is labeled 3 = ;❑Complies [IN13]2 or the installed R-values _ ;❑Does Not - ;provided. _ = ❑Not Observable ,❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ; j underside of the subfloor, or floor; ❑Not Observable framing cavity insulation is in = ❑Not Applicable ; contact with the top side of i = ;sheathing, or continuous insulation is installed on the underside of floor framing and i extends from the bottom to the ;top of all perimeter floor framing e = members. ' 402.1.1, ;Wall insulation R-value. If this is a! R- R- '❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass bNot Observable ' [IN3]1 {exterior,the exterior insulation ' ; 110) i requirement applies (FR10). i❑'Steel ❑ Steel �❑Not Applicable 303.2 ;Wall insulation is installed per : '❑Complies [IN4]1 j manufacturer's instructions. _ ;❑Does Not []Not Observable , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck - Page 7 of10 Section plans Verified Field Verified # Final Inspection provisions - . Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood '❑ Wood ;❑Does Not ;table for values. 402.2.2, Steel ;❑ Steel ;pNot Observable 6 [Fill' ;❑Not Applicable FI1] 303.1.1.1,;Ceiling insulation installed per = ;❑Complies 303.2 manufacturer's instructions. - ❑Does Not [FI2]1 ;Blown insulation marked every = 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 iVented attics with air permeable '❑Complies [FI22]2` %insulation include baffle adjacent ❑Does Not Ao soffit and eave vents that i s❑Not Observable ?extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- ; R- ❑Complies [FI3]1 insulation 2-11-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 "Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ftft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in :❑Not Observable !tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 :❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air haridler enclosure if installed at time of ;test. Postconstruction test:Total ;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 handier leakage designated 3❑Complies [FI24]1 by manufacturer at<=2%of 4 ❑Does Not design air flow. ❑Not Observable ` ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 'installed for control of primary r ;❑Does Not heating and cooling systems and initially set by manufacturer to .❑Not Observable ' code specifications. i ;[]Not Applicable 403.1.2 Heat pump thermostat installed -,❑Complies [FI10]2 on heat pumps. i ❑Does Not !❑Not Observable ❑Not Applicable 403.5.1 . +Circulating service hot water ❑Complies [FI11]2 systems have automatic ori ;❑Does Not accessible manual controls. ❑Not Observable []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Ca lc\ResChec k\1 801-Resc heck.rc k Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system, :❑Complies [F125]2- ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ; [--]Not Observable y ;❑Not Applicable 403.2 1 Hot water boilers supplying heat , ',❑Complies [FI26)2 ;through one-or two-pipe heating ;❑Does Not I systems have outdoor setback control to lower boiler water ENot Observable ,temperature based on outdoor ;❑Not Applicable ; temperature. 403.5,.1.1 4 Heated water circulation systems - ❑Complies [FI28]2 •have a circulation pump.The ,❑Does Not ;system return pipe is a dedicated t `return pipe or a cold water supply; '❑Not Observable ' `pipe. Gravity and thermos- ;❑Not Applicable 'syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal 4for hot water demand within the occupancy. Controls ;automatically turn off the pump :when water is in circulation loop ;is at set-point temperature and no demand for hot water exists. 403.5.1.2,;Electric heat trace systems ?❑Complies [FI29]2 comply with IEEE 515.1 or UL ;❑Does Not 515.Controls automatically adjust the energy input to the I �❑Not Observable heat tracing to maintain the :❑Not Applicable s desired water temperature in the ; piping. 403.5:2 i Water distribution systems that ' '❑Complies [F130]2 f have recirculation pumps that j _ ?❑Does Not pump water from a heated water ;supply pipe back to the heated ❑Not Observable water source through a cold ;❑Not Applicable ;water supply pipe have a jdemand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature i of the water entering the cold water piping to 1049F. 403.5:4 'Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ,❑Does Not 855.1.Potable water-side -'pressure loss of drain water heat ❑Not Observable =recovery units< 3 psi for ;[]Not Applicable i individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to 'three or more showers. 404.1 ;75%of lamps in permanent .!❑Complies [F16]1 fixtures or 75%of permanent -❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage �❑Not Observable ;lighting. '❑Not Applicable 404.1.1 s Fuel gas lighting systems have ;❑Complies [F123]3 no continuous pilot light. ;❑Does Not ' ;❑Not Observable ' ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoft\Energy Calc\ResCheck\1801-Rescheck.rck Page 9 of 10 -Secti®n° :- : `_ _Flans Verifi®d Field Verified` # Final-Inspectibn-Provi§_ions Complies? Comments/Assumptions, & Req:ID - :Value 'Value ` 401:3 Compliance certificate posted. ; _ °- I❑Complies [FI7]2 i _ _ t; -,❑Does Not UNot Observable _ �❑Not Applicable 303:3 ;,Manufacturer manuals for . - ❑Complies [FI18]3 -,mechanical and water heating _- ;❑Does Not systems have been provided. - ❑Not Observable .-.-;[:]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2". Medium Impact(Tier 2) -3-1 Low Impact(Tier 3) Project Title: Report date: 03/27/18 Data filename: F:\Drawings\2018-MMA\1801-Zatcoff\Energy Calc\ResCheck\1801-Rescheck.rck Page 10 of 10 2015 IECC Energy Effidency Certificate Insulation Rating R-Val,ue Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 36.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Door Rating • Window 0.31 0.28 Door 0.29 0.18 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments � Or u UOWL RIVERHEAD BUILDING SUPPLY BUILD SMARTER BUILD BETTER. 1-800-378-3650 QUOTE: 191488 QUOTE DATE: 08/002019 PRINT DATE: 08/08/2019 CUSTOMER: 1 - ANDERSENTRADE|DFORR|VERHEAD TRADE ID: 060055 BUILDING CELL: PO#: 5OUfour winds Ct. Southold PROMOTION CODE: GALESREP: KEVIN CHEW PROJECT: EdThnnety TERMS. PICKUP/DELIVERY: Delivery CREATED BY: Billing Information CONTACT: PHONE: FAX- ADDRESS: Shipping Information CONTACT: PHONE: ADDRESS: COMMENTS: QUOTE, 191466 ' Print Date: 00/08/2019 Pogo 1 Of 2 K]Veraion: 181 A A Line Item#: 0001 Line Item Qty: 2 Initial: Location: RO Size=N/A Unit Size=N/A Parts Search,0858524 Base Item:244DH2850, SASH,WHITE LOW E TEMP FINELIGHT LOWER NO BAL/HDWE PI 0858524 Product Famly:200 SERIES DOUBLE HUNG Item Type: SASH Item Size: 244DH2850 Item Color: WHITE Unit Code/Item Size: 244DH2850 Comments: Qty Part Num Item Size (fNO ription To Price Extended Price 1 0858524 244DH2850 H,WHITE LOW E TEMP FINELIGHT LOWER $, 220.60 $ 441.20 BAL/HDWE PI $ 220.60 $ 441.20 SUBMITTED BY: SUBTOTAL $ 441.20 ACCEPTED BY: TAXES( 0.000 %) $ 0.00 DATE: GRAND TOTAL $ 441.20 **All graphics as viewed from the exterior. **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. ISO I We Ask to see if all of the products you purchase can be upgraded to be ENERGY STARO certified. This image indicates that the product selected is certified in the US ENERGY STARO climate zone that you have selected. lu Data is current as of May 2019 This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc Nexia is a registered trademark of Ingersoll Rand Inc. Riverhead Building Supply offers a two year parts and labor warranty on any Andersen Window or Patio Door products ordered through any of our locations. See your Riverhead sales associate for more details. QUOTE: 191466 Print Date: 08/08/2019 Page 2 Of 2 iQ Version: 19.1 (2)2"x6"Treated Sill Plate • �} B D A5.1 Coated Copper Michael A5.1 NOTE TO CONTRACTOR. Termite Shield Macrina 65'-2" Sill Seal Insulation � See typical foundation notes - itect " » , Anchor Bolts E Arch 4'-2' 30'-7 r25-5, �� 5-0 on Sheet G-1 (see Anchor Bolt Dtl.) i {{ P.C. A.I.A. /5" 12'-34„ 12'-3�" � ' Slab on Grade��; �.n:;.'• •: ii .. ❑ _.""•.�„° (see plan) — o .. a J) , % • :cam 0 of pier of pier f pier o ;. a' d Q_ v a o O 1\JV 11p F <x C .2r � 8"thick Poured Concrete Foundation Wall O° ` a E 24" Dia. x T tall 3,000 psi poured ;D ❑ concrete pier under each new post Provide 2"x4" Key :o 0 Bottom of pier to be a min.of 36" ' below grade.Top of pier to be just below new patio I o •o o.: (2)#4 Rebar _ `• _ °J 21 Main Street _ - , • Stony Brook, N.Y. 11790 = hone 631 686-6585 i11111 Compacted 4» 12" 6'-5" 6'-5" 6'-6" 6'-5" 12" Clean Fill "' p fax 631 686-6786 16" 36"min. email MMacrina o tonline.net below grade @ p --- ---------------------------------------- ----------- ---------------- -i 4 12" ea Typ i ca �- rage web MMArchitectpc.com 1 __ _____ _ I 12 Dia. x 5 tall 3,000 psi plans are an instrument of service and are F-------------------- - -�3 x8 P'T - poured concrete pier a /. 1"nosing the exclusive property of the architect. 2"x8"P.T. ledger I low beam I + Infringements of the concepts and design ideas �_ ___________ __________ _____ _____ ___________ ________________ _ I Bottom of pier to be a min. of 36 / Foundation Wa I I presented on these drawings shall be prosecuted secured to rim 'Dist = + to the fullest extent of the law. Copyright 2017: 1 I N below grade.Top of peer to be . with 3/8"x4-1/2"long ' #4 Rebar Michael Macrina Architect. All rights reserved, no y — 7— — � — I=4 each— � v just below new patio p � • 1 '• _ -I •_�•• part of the plans may be reproduced without the g expressed written consent of the architect. la bolts at 16"oc � �� - �' � Top of Wall staggered top&bot. 1 2x6 P.T. F.J. 1 • x each Tread at16 oc -----------------a------------1----------------------------------- Down 24" X. (2)2"x6"treated ° a +� Sill Plate Timbers rand rim joist I 1 ° ---- ° ---- -__- ° V---------- _ 1 1 - °#4 Rebar I.° _ - +/ with 2"x4"cripple studs at I 1 ------------------------ _ - ----- -------� _ . r� N / • Coated Coppet-. C) pp 2 r'- ---- i concrete (,, ° I 16"oc ov r sill plate where i i ° 1 a oo i ° I e landing i C o0 '�. : 'c ° C _ • +/+ Termite Shield illi v joists are parallel to wall a 1 { ;� I 1 above car -----°0---------------------------�--- -- ---------------------------------J L--- --------s Sill Seal Insulation { oo " t/ r- ---- ° — — — — — — ° — I D i I a° d ° ° ° ° + Anchor Bolts I °°. 1 ' • I --- ----------------------------------------------------------------- I r---------I { �: = c �--------- A5.1 �{ ° I I { (see Anchor Bolt Dtl.) ,, �'� AUG g 2Q�$ " 8 �-------------------I I 12 E 30-7 24'-l" Cellar Stair Cellar Stair 8' thick Poured Concrete J) Z`>�J�r T',�r rr"PT• co 1 I -------------------I I 3 l a ^ , r 7l^ T in o 3 I > t -? 1 -------� { Foundation Wall c- , °, 1 T . 2 �_ �_ 1_ � _ I Base Detail Tread Detail o 3 �3 I { _ ? `� o C m coo �' a0 36"tall I I 1 Top of Wall o Asphalt Dam roof O �� I r� a -•o I M cooo °—IN M N handrail I 1 1 I W " a •• • r• •• — • ,• P q N °n I I rn b \ i o to code ° I I 1 Down 4 0 — 1 -O °0 I I 1 To Grade m 1 c io { ' I v ^I o �_ » I I 1 Provide 2"x4"Key T 8 { ' floor 6'-0" o.c. 6" min. ° L ' Nm I = a 1/2" Premolded Filler Date °o = i ' 12'-8" 1 10 11'-2 g'-81» 10'-33" { ° 14'-4" 18' o oists 12 max. At Perimeter of Slab 3 = - �, 1 " 4 4 8'wide x ' 1 ' 1 exterior wall o - E 1 I/10 of column of column typical footings f column 4"dee x I i N I i `o '� T ° 3/26/18 Issued for Construction W E typical footings - ~��� ysee detail g �- 12"to I i I I TYPICAL TYPICAL X Cellar Slab .s clu I r'�--- SPACING CORNERS (see ° ,°,�, 3 rn� .5 I (see detail v u n same sheet) ., �' � ^� ?� bm. pocket� I I i E plan) 8/3/18 Miscellaneous Revisions Q0 (D E s= 0 3 I I same sheet) (4) 1%4'x14"Ivl { I 1 I - .o I I i ° ' r-Si-m son - - 3 - 1 1 i co�s o N low girder j r" fir. p (2)14'x11/' I I Timber strandPOO �, I i H1 U 410 ' Ivl flush header ' { rim Dist 3 0 _ ' r J r Dist han er _ J 'Sim son' BPS%-3 (2)#4 Rebar _ m _ YJ 1 9 L ao 1 I p c� a CL(.0 i 1 1 each side g'-6" I n 1 5'-0-/' I hot-dipped gals. m` 0 1 i = stair opening 10'-6 a 1 I ' 1 ' 0 3"sq. Washers& Compacted 47 a 3 { u, o I , { I Clean Fill M To of pier s S.D. �� - - - 1 v { I I " 1 O I 1 9 P ,n PP P 16 3 Dn. 12" u- °' rrcv 1" '`� „' 1 8 { d 5 ell under slab Xstudrl a End Nut Setup " Unfinished 1 0 36"tall I I _ 48» 2 , „ 36'x8011 { - �IN � V Typical c= { { ° C.M.C M �, handrail I landing = 10-1 I 1 1 li 2 2"x6"treated sill late - o c's3 i I fire protection of I- 2 13ix117/' Ivl to code 1 tap g � O a' I ' { O p 00 a� I i o _ ( ) a I { 3 1-'x11/$ i -______- a (see Found'n Wall Dtl.) Foundation Wall No. Date Description N m I _ floor assembly I -� - I 6R 10" Ivl flush beam 1 ° E o I rn flush beam ( T) Up 1 R C { v { i (see sheet G-2) ' ' c o- ° r- ----- °0 5/8 dia.Anchor Bolts ° 1 I is .-,�,� ----- ------- - I a li ° { foundation E to 8 t8-0 r7 0 o I� E 1 " = 1 '-O.. co I 14" 1 I I r- I {, { A wall install ice and watershield Project I "I I Clg. ypicar = i I I I j m , a , underlayment over wall as 5- 3-6 Timber strand rim joist 1 ,n 8 I 1 footings 1 31=! I I ! a o { j with 2"x4"cripple studs at poured concrete ��' shown prior to slab pour 1 I ,----{see detail 121 1 1 landing " 1 � I „ { I = --.�- same sheet) 1 t'�; 24"x80' I 1 I I { 16 oc over sill plate where foundation wall r 1 1 I I 8R 10"T ---_--J joists are parallel to wall Parallel f 1--'--�- ( ) ------------ - 1 j l� floor joist Proposed r ------ --, �� I - - - { - (4)low girder - - - a y - - -- - ------- --- - 1 ) p. Anchor Bolt D t I . (see plan) ( plan) Residence { 1 1 1 r ---, I see etas same sheet) poured concrete Rim Detailp ° ° a Tysllab see Ian a r---------- --- --�- ---------------------------i i o (2)2"x6"treated ---tea i To of pier I I 1 i Not To Scale Not To Scale Sill Plate T° p, { i Dn. 12" of Ico n " of column of olumn { sill plate location o I ;2 I 10-10 6-101 3-113 I "I ',� 0 0 8" Coated Copper " �f step u footin u For 6 4 4 1 8 8 p p g p I ' typ. anchor bolt Termite Shield 1 i ." 32'-6" 1 19'-8" I i to a min. of 36" 2 Continuous#4 Rebar 42" 22 i { I { below grade _ 12 ( ) (7"embedment) Sill Seal Insulation 1 1 8"wide x I o Above Window I1: •� I 1 i 4"deep x i 1 top of wall is I CU i ► 12"tall 1 1 = (0'-0") (se AnAnchor chor Dtl. oI I 1 bm. pocket I o _ �r_...:� ) I� .. 1 .0 -0 CELLAR SLAB ' I p r i = d am N'�, N m �, I 1 1 To of Wall ' 1 00 E '' O p. o u. .. 1 { I I �•, i > > 4 Poured Concrete Slab I 1 p 1 �� window 2 _ _ " -8 over 6 mil. polythelyne vapor I { Down 20" ' 1 rebar ,� 6 ...s. E I ' "' ' ' E > `_° _>I`� retarder(lap joints as required) ' i i 1 %K. / " 2 1 ' ' 1 _Icc - 1 I „ Q " & Shira A5.1 { i 3 i 3 A5.1 �I 3 �1 3 on a 4 base course of I ' 1 I 2 2 ° 1 GARAGE SLAB 1 4 ; a� compacted sand to 95% { { 1 I �: 9 6'-0"Lon G -�I c Relative Density. 1 i 4"Thick Poured Concrete Slab I ( ) g Asphalt Damproofg ° I { Install a 1/2"Premolded i p ) 1 :, ; .::: #4 Rebar Each 0 To Grade o { I I I (3,500 psi)w/6x6#10 Welded Wire ; O o Zatcoff { I / \` bottom corner N I v' Expansion Joint at Perimeter. i { Mesh Lapped min. of one full mesh& I 1® a of Window Section Thru { I I I 3 I 1 wired together at 48"oc over 4"thick I i `�' Elevation of Window Window Header o ' I I v _ 1 { 1 poured concrete { I N to co 1 base course consisting of clean sand, I 1 N i 500 F Winds C 1 ------------------ --- --- -------------------- ------------- -- ----- ----------------------- -----� foundation wall co Four In S OUrt { I I ° . ° gravel, or crushed stone. ■ Typical Basement° ° ° Pitch Slab Toward Doors 0 1 L --------- ------------------------------, r--- ---------------------------F ----- ► 1 , Southold, NY I „ N ° { a min. of 1/8"per foot. I r7 2"wide x 4"tall IL 10 x20' peer L ___ J o i i i Window Detail ® Town of Southold I ledge for slab 3 on footing 20» 1 I I I I 15'-10" 15'-8" I 1 0 � 1 1� 1/2' Premolded Filler Not To scale Suffolk Col�nty Fill&Tamp in for a 4" P.C. _ `�' � I M 4 i i 4 At Perimeter of Slab 1 Unexcavated slab above over compacted i I :oo „ Clean Sand to 95% Relative Density 33'-2" i i Provide 2"x4" Key Drawn By: ,* a�---^ 5 4 I I { B1' �+ C� ' _ " / 11'-31„ a i 8 Cellar SlabT�o; °: M.P. �'� T; ;� 17 1 8' 91 _ 2 __J a i a (see plan) :.••.. o Checked By: L-------- ---------------------------------- i 00 — ---------------------- --- n ; i co O •� °o' = rJ :fj A L ----------- ------------------------ -- ----- ' _ ' ------------- - ----- { I u,E A (2)#4 Rebar oo 1 r---_- 1 Ir�Y' C - o� A5.1 b I I `° __J I o I I { I A5.1 ; <ic -�: / L----------------1 1 ' I 1 To of Wall ' i Com acted --- \ ��.'� Top of Wall N I I N I I „ I P ..S'� !331" ' ,a �... Down 4" r Down 20 { Clean Fill q 6" 2„ ----------------- --------� I ° i i 1 16" \ /' °° 1 —step up i 1 TYPICAL = top a i 1 footing ; FOOTING & COLUMNS �U dat-ion ll Sheet Title l} rn rn of ledge 1 i I °' 4 i 4 3-1/2" O Steel Column Foundation Plan r I I I on 36"x36"x12" deep (unless noted otherwise) - Details I �I1 ; I Poured Concrete Footing Top of Found'n Ledge Detail I I a 1 a � _ Wall (0'-0") w/#4 rebars at 7 oc E.W. { �-------------------�— ---------- ------- � of - { a N Top of Slab ° 4 5/8"dia. bolts _------------------------_______________________________.J ( ) 3-1/2"dia. steel column Finish Grade footing to be a min. of 36" below grade » 10-11" 11'-31„ LEGEND : 6"x6"steel baseplate �, 4 thick P.C.slab 17'-9" 2 �I 1 P N Project: Job No. . Foundation Wall ,. 39'-2" On Footing .": Haunch Slab Zatcoff 1801 top of wall (0'-0") _______________ ;::• �' Scale: File Name : -------or ------- .. Lower Top of Wall �, Found'n Wall As Noted 1801-Constrn A (see plan) Im Drawing No. Poured Concrete • B Footing see plan Slab E d e Detail Foundation Plan A5.1 (4)#4 rebars at 1 0"oc 1/4" = 1 '-O'• Detail Symbol ®— each way 3/4" = 1 '-O" plan north Indicates a solid post and 'Simpson' STHD14 holdown embedded in foundation ® 0 (see detail H-1, sheet A 6.1) 6" B D unless noted NAichael A5.1 A5.1 otherwise on plan First Floor Window Schedule: 4'-2" 56'-0" Macrina All windows and exterior doors are to be 30'-7" 25'-5" 'Andersen'400-Series with the following specifications: Architect 7'-32" 15-3 " 11'-22" 8'-22" insulated fass 7 2 - - -Exterior colobe selected -pre-painted pine interior ❑ P.C., A.I.A. of door and windows of windows and sink P P P of post and of doors and -insect screens -standard hardware bedroom windows d (finish to be selected) ---_______________ _________--- _________________- Full Dividedghts Lir oO -Permanent exterior grilles I I I Typ. Door Jamb Detail -Permanent Interior grilles ------------- --------------- ---------- -------------- --- I -Spacer bar between glass I of column I i 3•• = 1 '-O" ❑ I 12'-32" 12'-32" i i Model# Quantity Remarks " i i 101 TW210410 9 egress r I I a Ue TW20321tempered glass 21 Main Street 0 TW2432 Stony Brook, N.Y. 11790 =1 o Door 1033phone (631) 686-6585 Saddle to be; I I i ;n o selected Max. slope of 1:2� ii10 Tile Flr. X 104 TW21032 1fax (631)686-6786 o SubFlr. tempered glass email MMacrina@optonline.net a -E web MMArch'tecI t c.comWood Flr. P.. 31 These plans are an instrument of service and are f-- ----- - --- - ------------- - - ----- -------------------- ----------------- e exclusive property of the architect. ci step I I I i E� mud base Infringements of the concepts and design ideas '— — - N Ste i I ! I I ._ FWOD33611S tempered lass presented o these drawings shot be prosecuted n I p I 1 I I 106 4 g to the fullest extent of the law. Copyright 2017: ------------------------------------------------------------ --- --- --------- --- ------------------ ---------- ------- - - I I Michael Macrina Architect. All rights reserved. no 9 1 I I A2.2 I I Blocking part of the plans may be reproduced without the 107 FWOD64611APLR 1 tempered glass expressed written consent of the architect. A2.2 I ' " Typ . Saddle Detail COE 108 106 103 103 103 4-g FWOD33611AR I I I Lr, _ I I 108 1 tempered glass I I "13) _� i ��.°' CD = dn. 5" ; Q 109 10410 1 tempered glass C I N sinik C concrete 101 \ 101 106 a 106 M wall out N d w landing O 107 _ P --------- A5.1 for col. 1 Kitchen .`,�, `- dn. 5" A2.2 � 52° U 52" " 52" " 1/2"Gyp. Board Casing to be selected PLAN REFERENCE NOTES 13'-8" 16'-0 ii'-o" 8,-0" 3'-6" (typical) -�}-1/4"reveal Custom Shower with: I r II (typical) 1 -Custom tempered glass v -- / su Cust t s enclosure. _ I = 8'-0"x4'-0" j o 36"wide - ::..:_: 7I`" Bedroom #1 I A2.2 I o island 1 stove I 1"x Flat Poplar Shower seat(16"tall x 16"deep) 24" >I I oven I -Tile over thinset mortar over _1 = o I I to be painted 0 0 Schluter-Kerdi DS waterproofing membrane over rn `� 9'-1" Living M i -------------------------- - ----- -- �-IT v ;r, Shim Space thin set mortar over Schluter-Kerdi CI oI = counter overhang g o I � 1 pre-sloped shower tray over Date o S.D. o Room of 1 9'-1" 2'_ ON a' j thinset mortar over plywood subfloor to be Clg' �� 2'-2" 9 _'.- installed by manufactures specifications 3/26/18 Issued for Construction 48"wide pre-fab = u,I `i 3 31" 32" 1 31" o gas fireplace to N `i o D �Q or other approved waterproof pan system 8/3/18 Miscellaneous Revisions 0 6'-0" 2\ 25" \ 14 " /2 3,_6" O 1 be vented and ;� i see detail, same sheet O109 _ � installed as per I 91" 1 ,A5.1 � � = Rough Opening ( ) �o o o manufacturers 2� 2'-2" 2" 6'-7" "`4 �' �`" (see plan) -triple 2"x4"curb co s+ + = x specifications open to- 1 o I 37" 36 _ -Secure the water supply riser from the shower 1 '�� d'sry I 36"tall cabinet to cabinet cabinet c3; ��" valve to the shower head to the permanent structure. N = / M above i railing x Typ. Cased Opening MI. -Shower _ ;'�" I 1 v I to code E36"wide 36"ref. p essure ba anceicontrroed`l valves. r _----------------- - --------- �1 Q verify exact i = 30"x87" Ir = o- n >� dimension of ;� �,"" 36"tall -Surround to be the over 1/2"cement bd. a - closet G =;v I ,�' r.o. guardrail to N --- - linen fireplace enclosure I _ _ - _____ landing 9 -0 o _ ��` Hall o with contractor I i j " 31. " 32"x84" " 52' be selected •3- �, �+ 1 i I 5' 0 48" 3- 3-2 7'-0 Bathtubtobe selected with: "' \ 1 0 0 Bathrm 1 + _ I 7R 10"T landing 32" L undry -30"x60 tub to be selected 102 EF M 2 _$_ 1 I N I 1 �— I -Curtain Rod No. Date Description In I _ # g o I o O toilet TII�Fldor ' 1 �N i = 1 ! ' ( � Up 1 R 30"x84"3/4 r 00M _ -Secure the water supply riser from ^I 1 ___ line of floor above _______ .-,c., " 1 i fire rated 9.0 o the shower valve to the shower head :_;;above " f 1� 1" ----------------------- r7� ------- -- door with I Project : 1 self closer ,`�; 32 32 52 I Clg. ;� to the permanent structure. = 3"dia. " 4-7" -- 3'-6" 20'-5" 5' ,10 42" waste -<-- - 60 -Shower to bee ui ed w/ -- - 04 a�ii i o sop W.M. vent dryer pressure balance pontrol valves. Proposed " 1 a stack X o Do' landing dryer P A o= r? (n I a) - bridge s k to exterior „ fD j ."' - _. i O i \ UI IQ M =� above 1 opening n „ ' -Surround to be tile over 1/2 cement bd. o ,N 30 x84 j 15R(10 T) gR(10"T) Residence o _J cased o enin o - -- ------ 30" d 2 d 36 tall step r,�, i �I withv1i"filler 4 deep x a vanity line of floor above " '___________________- __ � 0 4'-5 36"x87" '-5" -----1 I 3' dia. u•, �I'/I step---- counter top to be selected by owner 52 182" tD , S.D. toilet `' For 'r' open to ;,� above `:,_,:% j o = n� 48"wide x 24"deep x 36"tall vanity "I' above j �° �.1 with 1"filler •3 3 I I 101 to �P o io counter top to be selected by owner I I � L rn u7 I I o p l I I I Dining I 00 - -,� I I o v i i i i o, 60"wide x 24"deep x 36"tall vanity Adam o m I , I N `- -- ---; i i N Study o I I o FO Foyer �� Room o 0 E with 1"filler o I I � o I i o a� counter top to be selected by owner CI I I N a) I I b Clg. N 4-- -0-0 1 ! I I 9 a°11 m I I ?, toilet 30 (5) 14"deep wood shelves to be painted & Shira E I I E x l l v l 1 " ;-'above - s o space shelves equally 01 �+ A5.1 i i 1„ A5.1 i i i i = -, " 50 > - r 8 . I " 52 51 8,_1 „ 52 " 52 " 52' o 0 5-6 11 -8 2 11 -10 20-1 f� (1) 14"deep shelf set 68"above finished floor Zatcoff `-00 ----------------------------------------------------- and metal rod set 2"below shelf ------------ --------------- ------------------- -- 0 00 oo beam above x " 1 _ (see sheet A2.3) 500 Four Winds Court Southold, NY o iLoll ° dn. 5" ° FLOOR PLAN LEGEND: a I I rn ! i i 101 101 101 101 = � 1 I Front Three-Car HOLD DOWN CONNECTION— Q Town of Southold � 1 I c Gara e o & STRUCTURAL POST C14 j i i i Covered o� '�' STRUCTURAL POST E3 I I Porch � Q` �- Suffolk County � I 39_2" g (see plan for size) Drawn By: ,� � 8„ i i porch floor framing w o .� �� �"AI`'C�'',., I 24 " 1" " 1" Exterior Caulking(typ.) TALLER / LOWER WALL or M.P. A ' 13-9 24" 8,_9 24 9-11 rn C) i i 2 L° `o 0 5/4"x 4" Exterior Trim Board - Checked B �''@ `' x r'' o o TYPICAL HEIGHT WALLS y / c, sir o 0) cut to size ------------- --------------- --------------- - --- , m o - - - - --- ------------- --------------- __ -- -- - o o E M.A.M A i i N i i a' °' a' A Exterior xterior Sheathing ABOVE BFLOOR A.S.F. ___ ________ _ ___ Typical SU A5.1 b o 00 = v, Cover window flange with --------------0 - Garage Drywall Note: 3 cu o A5.1 g SOFFIT WALL CABINET I I _ N .0 Side soft flashing ABOVE/ ABOVE 1 (V ----------------- --___ __; Install one layer of 5/8" type-x gypsum line of sill below step ! wallboard to all common walls iin garage 0 X Sheet Title 3 -- ----------------------- --------------------- ------------ step A-11 _ - --� & entire garage ceiling & one layer of DETAILED SECTION I , , •f �� «- -- ----------------------- - - - -- -- - 1/2"type-x gypsum wallboard at all interior First Fl o o r Plan 0 101 house walls common to the garage. TECO = INSTALL SIMPSON STRONG Tape & 3 coats spackle � co `O TIE JOIST HANGER �'t�►/' 8" 4'-44" 4'-44° Wrap structure with endow Schedule T soft 0 17'-9" 2 N cv windowinstallationing prior o • 10'-11" 11'-31" EXHAUST FAN EF -Details po ch floor from ng porch floor framing porch floor framing "Cls! (min. 100 cfm) 101 101 Notes Project: Job No. of window of window of doors, foyer of window of window line of stool below and portico 105 105 Drywall 1. See sheet G-2 for insulation specifications. Zatcoff 1801 Scale: File Name : 1" of windows of windows Interior First Floor P an 3'-31" " 7'-41" 7'-5- " ' " ' " 1"x6" Poplar Flat Trim Board 2. Install all smoke detectors throughout home As Noted 1801-Constrn A 6-0 4 4 6-0 2-11 ' 6-0" 9-0 6-0 1/4" = 1 •-O" Side as required by the 2015 IRC, sect. R314 and noted on sheet G-2. Drawing No. 2'-0" 33'-0" 21'-0" 5-0" Typical Stud 3. Install all carbon monoxide detectors throughout 4'-2" 56'-o" Pocket Detail home as required by the 2015 IFC, sect. 915 and plan north B noted on sheet G-2. Fastening Requirements on Michael Braced Wall Panels as per First Flr. Level Braced Wall Panel Calculation Table R602.10.4 of the 2015 I.R.C. Schedule as per 2015 IRC, section 602.10 Macrina Method CS-WSP: Braced Wall Line Code Architect As per table R602.3(3)exterior sheathing attached with 8d common nails Section A B C D 1 2 3 (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field. Bracing Method table CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP PFH D Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized 602.10.4 ❑ P.C. A.I.A. A5.1 roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. Min. Panel Length table 27" 27" 48 27" 27" 27" 16" d (see details,this sheet) 602.10.5 Method GB: Braced Wall Line Spacing pper 24' 6' 24' 24' 29' 29' 19' ❑ Fasteners as per table R702.3.5 at 8"oc at the edge and in the field for nails, an I ° " -' - (3)1%4'x9Y2"M low porch beam 16"oc for screws. Nails to be 13 ga. 1-3/8"long 19/64" head, 0.098"dia., Required Bracing Length 6 table bl 6 0' 5' 21 0. 13.0' 7.0' 9.01 ------------------- --- ------ ----------- ----------------- 10" 1-1/4"long annular-ringed, 5d coolers or gypsum board nails 0.086"dia.x 0 3(1) ( (int.) int. Dia. HB&G Fiberglass Load - - - - ______ - - ----------------------------- - ------------ 1-5/8"long 9/32" head. Screws to be 1-5/8"type W or S. table Bearing columns to be selected I I I I Install all strapping from I I I I Wind Adjustment Factors 602.10.3(2) Method PFH: See detail (figure R602.10.62)same sheet beam above down to pier. I I III 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (see sheet A6.1) i I I p g rY ' Mi i 2. Roof eave to ridge height 1.0 1.13 1.13 1.13 1.13 1.13 1.13 .0d Wall Pl Legend� I i I I Braceaneen3. Wall height 1.0 0.95 0.95 0.95 0.95 0.95 0.95 I I` i 1 i 21 Main Street 4. Number of BWL per directior 1.30 1.30 1.30 1.30 1.30 1.30 1.30 Stony Brook, N.Y. 11790 I 12 Da 51 1 1 -a 5-21 0- Indicates spacing between braced wall lines 5. Additional holddowns n/a n/a n/a n/a n/a n/a n/a I I - On l I phone (631) 686-6585 B i I 0) o i I i N 6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a fax (631) 686-6786 XU i i J 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a n/a email MMacrina@optonline.net CI Indicates braced wall lines A5.1 I 19 o i - - web MMArchitectpc.com I X 01, I average adjustment factor 1.0 1.1 1.1 1.1 1.0 1.1 1.1 X I I I m These plans are an instrument of service and are I M Zothe exclusive property of the architect. \I I Infringements of the concepts and design ideas _________ 1 ^I I presented on these drawings shall be prosecuted 7-----------------------------------------------------; - - - - - - - - Indicates braced wall anel - - -- - - - -- -- ---- --- ------------------- I- vl I p Adjusted Braced Wall Length 6.0' 5.5' 24' 11.7' 14.3' 7.7' 9.9' to the fullest extent of the law. Copyright 2017: I 1 1 I I Michael Macrina Architect. All rights reserved, no ------------------- - ----- - I- - ------------------------------------------------------- I I part of the tans may be reproduced without the I „ „ 4.0'wide B.W.P I I Bracing Length Provided 8.0' 11.0' 25.0' 17.8' 21.0' 8.0' 16.0' expressed written consent of the architect. --------------------------------------------------------- - - I I ----------------- -------------- single 2x6 method CsmsS l I B.W.P. braced wall panel 32'dia.steel column on i i 2.5'wide B.W.P jack stud 2"x10"ledger each side I I Compliance ass/fail 4"x`12"base plate secured 1 I (4)2"x6"post method CS-WSP j along this wall for I I 1 p (p ) pass pass pass pass pass pass pass 111117777- Interior Bearingwall with(2)$"dia. bolts down I C.J. attachment (4)2"x6"post (2)2'x6" to foundation I I Continu s(3) 1%4'x11 7" Ivl hdr. _ - Continuous 3 13"x 9t-"Ivl header_ - - - I 1 Indicates a solid post and 'Simpson' full-height blocking -00 STHD14 holdown embedded in foundation continuousalong length post see detail H-1, Sheet A 6.1) continuous rim of braced wall panel 4.0'wide B.W.P 5.0'wide B.W.P 27"wide B.W.P C method ICS-WSP method CS-WSP! method PFH (2)2"x6" (3)2"x6" Q (posts 1L%� �6.0'wide B.W.P o�, C ( or band joist A5.1 - post jack stud j I ! I method CS-WSP _ - �- - _ Continuous(3)2"x10"hdr. - - ,L - - each side ----------- -- ------ --------------------------- -; I a o A5.1 perpendicular framing E 8d at 6"o.c.along 8d at 6"o.c.along -t Continuous(3) 1%4'x11 8" Ivl hdr. oo I - --� (2)2'X6 1 - - - braced wall panel braced wall panel - - - - (3)2"x6, 5_" - I D I m m I post jack stud ' 4 3 A5.1 \ each sid� I ___________�- @_____ ----, braced wall panel braced wall panel EI s s 2"x6"trip le stud blocking i I 00 o � tiT 13 0 Typical exterior wall 3-16d at 16"o.c.along 3-16d at 16"o.c.along at 16'0 Over wall r i co a) X m I construction braced wall panel braced wall panel 3 M y Kitchen M O P LA Living ( l- l- O0 r endicularframin Date 8.0'wide B.W.P I \ ' o f a I ��1:3 method CS-WSP I Bedroom #1 Room I I �, ;_________v ________________________; I level p /2 second floor g X1 I v .- ; ; continuous rim full-height blocking C)l > :;.: ;>: ::::::::;,;::;::;:.;::::::::::::::: 3/26/18 Issued for Construction I ( � or band joist continuous along length \ I 1 ��' of braced wall panel I P 8/3/18 Miscellaneous Revisions �I en FIGURE R602.10.8(1) -a Op O r L above i BRACED WALL PANEL CONNECTION WHEN 0 o O i I I space first floor timberstrand rim joist _ I joist 16 from 1 PERPENDICULAR TO FLOOR / CEILING FRAMING outside face of M 72 2"x10° I - Pant " O I 2 2"x10' r' of stud wall to allow pp additional framing _ m .� (2)2"x 0 hdr. header / \ I I ( ) 1 v 2"x4"cripple studs g header for insulation space at 16"oc member directly above o , Simpson I (3)2°X4" OSt 11 i N m continuous rim braced wall panel full-height blocking d -------- jack Stud jack stud HU412 joist i 2 1 "x11'_' post ( p -- -- o N e, 2"x4"cripple studs over / \ hanger 1 O a /a flush beam or end joist at 1e"o.c.along 2 2x4' 2 2x4" 4 x4 parallel walls with timberstrand 1 braced wall panel a ' I I / each blocking member toe nail 3 8d nails at a' br at 6"o.c.along 8d at 6"o.c.along in m r No. Date Description CU uci o / \ 1 0410 c nm joist see etas � , Simpson I I 19 -4' t braced wall panel braced wall panel CU T X O /(2)2"x6"post i ( j °� I ; s fir pe in Laundry I D " 1 \ joist ,= I c 16 Project M Bathroom #1 each side \ I I hanger I unless noted braced wall panel braced wall panel braced wall panel ----------------------------------------� - rim -------------- 00111 v 0" framl wise a n 3-16d at 16"o.c.along Proposed 01 I I parallel walls timberstrand 9 pion g 3-16d at each 5.0'wide B.W.P I _. " . ._" " � v � „ I � P blocking member �--2 x4 cripple studs over n n x � � 16d at 16"o.c.along braced wall panel method CS-WS XI I 11/ TJI-360 F.J. Mia n e e g - --------- ----- I I a� i d raced wall panel - I I h tail same sheet c�i v at 16"oC(18 length) I I m joist(se ) O ^I I Typical 2-16d nails each side post I ... o I. tern to flush beam (3)2"x10" I! j \. -D- ----- ------ I lel Floor Joists to nee Parcel Residence (4)2"x6"po - additional framing _ - - - - - _ - - - _ - _ - _ header_ - - - _ contin�usrim ------- ....:. . ,-.-..:.:-'- - - - - - - - - -------------------- _ 5 5'W ' ' ' I or end joist above at ful116eight blocking ' Imember directly I ,� Exterior Wall Fram ng Detail - ------ - - - - - bra a c - ------ ----- - - - - - ide B.W.P braced wall panel �' L____-___ -_-__-__-J ------ I method CS p install blocking � � /2" '-o" FIGURE (602.10.8(2) For I I I 4.0'wide B.W.P L_______ _ _ J a 11.0 wide B.W.P between each joist \ / 4.0'wide B.W.P 3-"dia. steel 7.0 wide B. ® BRACED WALL PANEL CONNECTION WHEN U ! i i method CS-WSP as per manufacturer's method CS-WSP column method CS-WSP (3)2"x10" header method CS SP `� V _ _ _ _ spbearntions at gwalls all g ' (3)2"x6" _ _ PARALLEL TO FLOOR / CEILING FRAMING down to girder m ; i I i N \Foyer / below post I I ch I I I I � I m m Adam -J I I t Ms: C 1 I ' 2"x6"ledger,"_ "- ? ' ' \ / o ui�o Three-Car I I 9 I Stud I I I I c I along this wall for -Y ,� iT I I o en to cn - m°' I 1 0) I i C.J. attach ent I ' ' p Dining M N Garage `° I Cie Shira C) a� I I above 11 _N x M co I I 1 1 Room � l� a I _ co I I I -� _ o M extent of header with double portal frames(two braced wall panels) I I I I Zo m � _ E _ ; ' I V Zatcoff Ja ! I I A5.1 r � ' m @ 7"x52"versallam� A5.1 m1 I 2"x6"C.J. / post down to sill plate I extent of header with single portal m � i at 16"oc(6'I ngth) I - ----- ----- -- (4) 14_x --'Ivl flush beam---- - - ----- frame(one braced wall panel) --- - - - - 2'-18'finished width of opening 500 Four Winds Court o�, 8- 1 under wall above fasten beam with (3)2"x6" I for single or double portal 1 � 3 two rows of 6"long SDS at 12"oc 12" post li Southold, IVY a o ° I I from top and bottom on each face of beam pony wall 2 i i 8.0'wide B. P I (3)2"x10"hdr. 3 2"x10"hdr. (3)2"x10"hdr. (3)2"x10"hdr. I® 2.0'wide B.W. m height min.3"x11 Y"net header steel header I I I - - method PFH prohibited if Y2"spacer is used,place on d�' method CS- SP TT _ a 2 _ - _ _ - - _ Q back-side of header I I T I tension strap per tableAM Town of Southold 2.5'wide B.W.P 3 2x6 I - I R602.10.6.4opposite " " o e (on opposite side of sheathing) Suffolk County ; III 3.0 wide B.W.P t method CS-WSP ( � 2.5'wide B.W.P 3.0 wide B.W.P I a� _ fasten king stud to I I a method CS-WSP 0) jack Stud method CS-WSP method CS-WSP I It °� if needed,panel splice edges -- header with 616d 2"x6"ledgerN fasten sheathing to header with 8D sinkers Drawn B i I 6"1Y81'TJI-560 F.J. 11 a� common or galvanized box nails in shall occur over and be nailed Y I I �� U by along this wall for , n to common blocking over and 3"grid pattern as shown - C` /I at 16'oc(22'length) be nailed to common blocking M.P. C.J. attachment Covered 5.0 wide B.W.P I I I r+ x S within the middle 24"of the fasten top plate to ° method CS-WSP I header to jack-stud strap per table p gheight. 1 Porch (602.10.6.4 on both sides of opening portal-leg One row of header with two rows Q L ;= 3"o.c.nailing is required of 16d sinker nails at Checked By: I I I I N a, opposite side of sheathing in each panel edge 3"o.c.typ. l y I I 1 � 3 s i� M.A.M la bC� �� i a min.double 2x4 framing covered with min. I typical portal frame construction ; t� I I I of beam o m %"thick wood structural panel sheathingwith 8D fir" 4 �rJ 1 ---------- -------------------- -- O -- ----------------------- 1_(4)2"x6"PO /4„ X E omm rgalvanized bx ail a 3" in all �„ 4. -- -- _ _ _ _ _ _ 3 2'x10 flush beam _ _ _ _ St - framing(studs,blocking,and sills)at min.double 2x4 post(king and structural panel ti a A - -- ---- ----------r-- ------------------- - - ------ ------------------- ------ I A jack stud).number of jack studs sheathing 5 1 0 Note to Contractor I I I I f oco 2v min.length of panel per table(602.10.5 per table(602.7(1)and(2). A5.1 (3)14"x92"Ivl low porch beam I ------- ------------ I (3)14"x 92"M low porch beam Floor joists over garage x A5.1 -" are to be 560 series as noted M I r min.(2)35001b strap-type hold downs(embedded Sheet Title : _ into concrete and nailed into framing) 10' Dia. HB&G Fiberglass Load min,reinforcing of foundation,one#4 bar top min.10001b hold-down device fj Bearing columns to be selected __________________ ______________________________ + and bottom of sooting.Lap bars 15"min. (embedded into concrete and First •/ Install all strapping from j :� 2"x6"wall above • nailed into framing) • I r --- beam above down to pier. I ------- ---- o a 1 �, -----------. .-=-- -- -- ----- --<--- ---' .a `---t (see sheet A6.1) I Q Structural Plan 2"x6"C.J. at N I J subfloor min.footing size under opening is 12"x12".A turned 16"oc(10 length) i✓ - - � I down slab shall be permitted at door openings. Section 11 -Braced Wall Plan 137 pre-drill I Lmin.(1)5/"diameter anchor bolt installed per section 1,-g,. "X6" o web R403.1.6 with 2"x2"x3/s"plate washer ost n Front Elevation FIGURE R602.10.6.2 3.0'wide B.W.P I o __ ___ __ _ __ __ __ method a BWCSANP I 2method PFH Peam METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - - - - - (3)2"x10"hdr. (3)2"x10"hdr. - - - - - pack web tight toeunderside j Project: Job No. r r solid each of subfloor Zatcoff 1801 I / / side A 7 4.0'wide B.W.P 4.0'wide B.W.P' Scale: File Name : method CS-WSP method CS-WS As Noted 1801-Constrn A I 48'-0" 4'-0" blocking for spacing between BWL 1-2 Drawing No. offFset offset drywall BWL 1 BWL2 Steel Beam Detail First Floor Structural Plan A51 .. _ -1/4" = .1 .-0.. plan north Typical Siding GuttersMichael -�-� yp� g ridge vent(typical) All Gutters are to be 5" Half Round Aluminum& Macrina ridge height Double 5"vinyl clapboard siding to be All Leaders(downspouts)are to Round Aluminum. • installed as per manufacturer's specifications Architect , over Tyvek house wrap to be installed as per manufacturer's specifications Flashing TT.J T1 over 1/2"CDX Plywood Sheathing ❑ P.C., A.I.A. For all Horizontal Wall to Roof Intersections, TJ _EL Typical Roofing Install Aluminum Coil Flashing. d For all Sloped Wall to Roof Intersections, Architectural Asphalt Roof Shingles Install Aluminum Step Flashing. ❑ to be selected All Window Drip Caps to be Aluminum l over 30#felt paper, continuously wrap up all to match trim color. Typical Roofing adjacent wall surfaces a min. of 12". over 1/2"CDX Plywood Sheathing ❑ c Eave Protection Exterior Trim Boards i 1 2 2 Install (1) Layer of Ice&Watershield(self-adhering polymer modified bitumen sheet)from the eaves edge Material see typical 'Azek'or equal. flat eave detail '10 10 to a point at least 24"inside the exterior wall All Exterior Trim Boards are to be line of the building. All Exterior Cornice Mouldings are to be as per details. late height - 21 Main Street P g _ _ _ _ Low Sloped Roof Protection (2:12 to 4:12 pitch) Installation Stony Brook, N.Y. 11790 Install(1) layer of ice&watershield over the plywood Install as per manufacturer specifications: hone 686-6585 --- sheathing instead of the 30#felt paper. P (631) - -Install 2 fasteners per every framing member fax (631) 686-6786 r - see typical Fasteners for trim board applications. email MMacrina@o tonline.net 201 201 201 201 201 �' 201 rake detail s pP p All Fasteners are to be corrosion-resistant with a -Install over flat, solid substrate. web MMArchitectpc.com minimum penetration of 3/4 Into the sheathing. continuous blind - - r blind metal oo L 1 These plans are an instrument of service and are 1HL -All Azek Joints are to be Glued with Azek adhesive l metal flashing -o._ _ Use(6)fasteners for each shingle. the exclusive property of the architect. op a) ap step flashing N Infringements of the concepts and design ideas —ice Lo _ Ventilation -Utilize stainless steel fasteners presented on these drawings shall be prosecuted (ODto the fullest extent of the law. Copyright 2017: metal standing seam - _ QME a) n -Continuously vented soffit Michael Macrina Architect. All rights reserved, no roof to be selected _ _ -Continuously vented ridge part of the plans may be reproduced without the __ Exterior Trim Boards expressed written consent of the architect. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fasteners 2 second floor subfloor 1 2 Typical Siding 5 clapboard siding with a minimum penetration of 1/2"into the sheathing.12 All Fasteners are to be 3d box 1-1/4"corrosion-resistant nails plate height _ _ — �4.5� - - ean Material - 6 All Exterior Trim Boards are to be'Azek'or equal. - Use (2)nails only for each shingle approximately 3/4" --- --- - ----- ------ --- approximately and from edge a 1-1/2"above Typical Sizes: _-_ - ------ 5/411 x 411'Azek' 9 Pp Y comer boards exposure line. •Fascia Board- 1"x8" _ - _ _ •Rake Board- 1"x3"trim over 1"x8"rake 105 105 _ shutters to •Frieze Board under Rake&Soffit- 1'W" 101 101 - 101 101 be selected •Frieze Board under Eave- 1'W"over 4" pack-out o, o, 101 - �' 101 •Window Casing-5/4'W"w/inside rabbet to recieve siding l •Windowsill- Azek' Historical Sill (#AZM-6930) -moo —r 0 - Installation T OF _ CU L FI -_ Install as per manufacturer specifications: -Install 2 fasteners per every framing member first floor subfloor for trim board applications. - - -Install over flat, solid substrate. Date -All'Azek'Joints are to be Glued with 'Azek'adhesive -Utilize 316 grade stainless steel fasteners 3/26/18 Issued for Construction 8/3/18 Miscellaneous Revisions doors to ' be selected ; C M E ---------------------------------------------------------------------------------------------------------------- 1 I 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I 1 1 1 I I I I 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 I 1 1 1 I I 1 I 1 No. Date Description 1 1 I I I Front Elevation north Overhang 3 4 Project : 1/4" _ '-O'• see roof planyp Tical roofing Proposed _ g ro p -- Ice&Water Shield Residence _ _ _ _ _ _ _ _ _ _ ridge height underly ent am cricket - `D 1"x3"Trim Board 12 flashing � 8� ridge vent(typical) � � l For see typical - Roof Rafter cv c14 �I 1'W"Rake Board rake detail f 3/4" Blocking /� Adam —-- 1 2 �, / vented vinyl soffit board r _ 8 & Shira 204 1" / xT Frieze Board F o pack-out with 3/4"pack-out _ - - i s continuous blind- o -metal flashing Zatcoff 0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - { our in s Court ti =_______ - --- - -- - - - - - - --- - - - - - - --- - - _ - - - - - -- - - - - - - - - plate height E Typical Siding SoutholdNY L--,------- th d, Typical Roofing - 12 T 4 203 203 201 201 Town of Southold 1 Suffolk County L cricket roof m m-. o.� 00 I behind g!la la L -- Drawn By : / r aluminum cap flashing Typical Rake Detail M.P. Acyl' L 12 onto beam wrap ro - -- - -- - - - 2 .. Checked B �� ? �:. 'P - _ _ _ second floor subfloor M.A.M 1! late height sccto *` ~�1 - Typical Siding P g �s' y � O� Typical Roofing �� A7. -- - on — - r -- - -----be s ected - - ------- ®104 Sheet Title recess bottom wrap 1/4" Roof Rafter Ice&Water Shield from fascia to �3 m from side wrap 24"past inside face of wall E I evat i-T]FIF F1 71 o n S uardrail to be ill _ .- r o g Bearing columnslbo be selected __________________ Front I t erglass Load o elected to be 36" p F-2"xT Soffit---j 5" Half-Round Gutter r>1n.abvve-fo ndatlon g Fram'g at 16"oc \ Install all strapping from - beam above down to pier. VW"Fascia Bd. Right (see sheet A6.1) ;' 1"x6"frieze board first floor subfloor vented vinyl soffit board L H U L U I A' 3/4" pack-out Project: Job No. .c ';----- -i--- ' +'�-�� i o Zatcoff 1801 1 1 r---^-- 1 1 1 LS i L_-__- _ _ ________________J L_______________-----__--______ ______ _____J I i ; 1; 1 II II Ili A+ I ; I 1 1 •G E , , '' Ir,II 'f ' n I 1 '�,' Typical Siding Scale : File Name L_______________ ___________ ______ garage doors to r- ------------------------------------------------------------------------------------------------ I 1 I; t-- JL___ I --------------------------------- --------------------------------------------------------------------------------------------- f be selected - y --- As Noted 1801-Constrn A L--------- overhang `--------- -- (see roof plan) Drawing No. garage door to step up I ; ;I =-_�, r�_-�, I; , �_ be selected foti �---------, --- L_-----___ 1 1 ' IL___JI ll 'I II ' ' � � � � � � � � � � � Typical I F I at E Detail Ri ht Elevation ` L---------, 1 1 11 I. , 1 , I Il II I� ll ,; ;I I �----J � 1 - � ave e a 1 1 I 1 I L----J LL-'JJ ll , r----� .- , V�/@St �---i r� ' i i i L--------------------------------r-i--i ---------------------------;----- --------------------------------------------------rJ--- -r----------- 1-1/2" = 1 '-O" plumb-cut fascia 1/4" -_ 1 ' O.. I L----J _ 1 Michael Alum. drip cap flashing Macrina color to match trim color ridge height Jk - - - - - - - - - - - _ _ - _ 'Azek'drip cap(#AZM-197) 2 Architect , with drip cut except where head casing Is under frieze board A4.2 color to r aip tch trim co or I X5/4"x4"head casing P.C., A.I.A. I , a I - I i fixed shutters with decorative ` hinge hardware g 12 12 Typical Roofing ; N $V 8 i Raised panel see typical rabbet to recieve siding i shutters to be selected ' rake detail ® - � I I 5/4"x4"side casing o'a205 I I typical roofing over - i�- continuous blind Lya all returns(typical) metal flashing t � I _- _- - - - - - - - - - - - - - - - - -= - -- __ - _— 3 i i 21 MainStreet plate height 16" Stony Brook, N.Y. 11790 I A4 2 I i phone (631) 686-6585 I fax (631) 686-6786 email MMacrina@optonline.net 201 201 201 201 201 201 201 201 201 201 _ � 4 overlap shutters web MMArchitectpc.com A4 2 i 1"over casing These plans are an instrument of service and are I the exclusive property of the architect. � L I P P Y LILLJ111Infringements of the concepts and design ideas 00 continuous blind ,_ AZek'hlStOrIC I I presented on these drawings shall be prosecuted metal flashing i� sill extension I i to the fullest extent of the law. Copyright 2077: o ` Michael Macrina Architect. All rights reserved, no LILL] L with drip cut part of the plans may be reproduced without the (#AZM-6930) expressed written consent of the architect. metal standing seam roof to be selected - -- - - - - - _ _ Typical Window second floor subfloor plate height Typical Siding Trim & Shutter Detail 3/4" = 1 '-O" 103 103 103 � _ 101 101 IOE O aIT 0 0- - Typical Siding ITypical Gyp. Board 106 108 106 106 107 - % 106 - I h Aluminum Flashing j l` first floor subfloor _ _ _ color to match trim Drip Cap Date 3/26/18 Issued for Construction Typ, moisture barrier I I i I 5/4"x4" Exterior trim board 8/3/18 Miscellaneous Revisions CD Casing to be selected B Cover window flange g l with soft flashing L---------J L-------- L---------� Exterior Caulking-- (typical) I Rear Elevation south W i Extension Jamb I 1/4" = 1 '-O" No. Date Description Project Typ. Window Head Dtl . 3" = 1 '-O" in wood frame wall Proposed ridge height Residence Typical Exterior Sheathing _N Typ. moisture barrier Typical Gyp. Board For 12 �8 - _ Typical Siding Extend sill 1"past casing p diameter 9 18 dia e decorative louvers- Exterior Caulking(typ.) Adam r -� - I -� 2 6 ' N 5/4"x4" Exterior trim - �- board w/rabbeted edge / & Shira 2 6 _- _ o recieve siding r: miter t -.8 F'_ L 7 8 1., , . . Cover window flange �i - continuous blind with soft flashing 2 g Casing to be selected L 1 . t - continuous blind - -t- metal flashing ` - metal step flashing Exterior Caulkin Zatcoff - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Ypc ) Ext Jamb Court _ --- - - - -- - - - - Extension am 500 Four Winds our ! _ � � z. ( 1 �- t- I � t'_ i '- '- .. _ plate height - - -- - 0 3 Wrap structure with Southold, NY o soft flashing prior to 202 Typical Roofing N -0 window installation 6 Town of Southold 201 t 201 Interior • Exterior ff Su olk Count Side 0 Side Y ... gas - = o .- _ I continuous blind °p Drawn By: ]EIE] '� o metal flashing � A aluminum cap flashing o onto beam wrap - - - - - - - - - - - - - - - - - - - - - - - Typ. Window Jamb Detail M.P. IV-0 ., - ._ .. Checked By: f� � ,� ��1 12 z. , a ------------ 1 2 _ _ _ _ _ _ second floor subfloor 3 - 1 O n wood frame wa I I M.A.M �' 3.5 -metal standing seam plate height Typical Siding roof to be selected - I I _ I Sheet Title 101 102 101 101 Wrap structure with I Stool to be selected E I evat i��� 1 S soft flashing prior to s --- -- window installation - Rear I o I 1" sExt— - (typical)Caulking\ - Left \y 2 6 �y/ Apron to be selected 'Azek'Historic Sill Miter Each End& first floor subfloor to be painted(#AZM-6930) Return Into Wall cut a rabbet to 2 6 recieve siding Project: Job No. Typical Gyp. Board Typ. Zatcoff 1801 T moisture barrier ------ JI I I 1 I 1 . Typical Exterior I I 1 I I g Sheathin f Scale File Name h•. As Noted 1801-Constrn A Typical Siding 1 1 I 1 ' 1 Drawing No. � I 1 1 , Left Elevation ` r---------J C-_ -----j Typical Window Sill Detail I I 1 J 1/4" = 1 '-O" l L--------------------- L-----------------------------------------------------------------------------------------------------------------L J- .. . .• .. 3 - 1 -O in wood frame wall ® � I 1 1 PLUMBING RISER DIAGRAM SHEET INDEXMichael Sheet No. Description Macrina 3"0 C-1 Cover Sheet Architect , vent thru roof vent thru roof Roof (typ. all vents) J Lq�-' E (typ. alvents) J L Site Plan ® ❑ P.C., A.I.A. I "B n Project Data a Bathroom #2 Bathroom #3 -_ Bathroom #4 / p--3"� T___T_ I vent �-3 � r r_3"0 vent r- /i 3 0-Q vent �-2"0 �'-_� G-1 General Notes w...__...... - .- 2"o-4 2"0-4 vent I 2"0,) vent I ( vent 2"0 vent I vent I ' 2"0� vent I i ay. ay. vent 2"0 General Specifications LL I Lay. I vent I Lay. I ❑ €€ b b a vent f Tub I W.C. Tub I W.C. I W.C. I i WShower G-2 Energy Code Notes Sec. Floor IR I Insulation Schedule ® 21 Main Street " '2- " 2"� 2"� Air Barrier Schedulewaste 2"0 3" Wste 2"0- 3" I 3"� 2 �' waste waste Stony Brook, N.Y. 11790 waste waste I waste waste � waste waste p (631)686-6585 Bathroom #1 Kitchen ` Laundry Room A2. 1 Foundation PlanAd M %MOX nE U (=;a IML I(= L email MMacrina@optonline.net fax (631) 686-6786 3„ T 2"0 2"0 1 air web MMArchitectpc.com r -4vent I vent break These plans are an instrument of service and are 2%-4 vent I I the exclusive property of the architect. 2"0 vent I Sink Sink 2"0 A2.2 First Floor Plan Infringements of the concepts and design ideas 3 " waste + presented on these drawings shall be prosecuted /4 0 Waste e low. Copyright 2017: Michael Macrino Architect. All rights reserved, no vent I LaV. W.C. part to hoffthe splans emay nt fbehreproduced without the I a Window Schedule D.W. I expressed written consent of the architect. First Fir. Shower W.M. �F 4"0 A2.3 First Floor Structural Plan F.A.I. �\ 2",s 2"0 2"� 2"� Braced Wall Plan waste 2"0 3'"0 waste waste waste waste Waste A2.4 Second Floor Plan VF PLACARD CODE DATA BUILDING DATA House Trap 4"0 Waste Window Schedule �14 waste 1 4 pitch 2015 I.R.C. second printing pitch NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, P g FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 2015 I.E.C.C., second printing To Approved Sanitary System Cellar A2.5 Second Floor Structural Plan CONSTRUCTION IN RESIDENTIAL STRUCTURES 2015 IRC for Wind Design Floor Level Proposed (In accordance with Title 19 NYCRR PART 1265) NYS 2017 UNIFORM CODE SUPPLEMENT Cellar Level (finished) SIZE OF TRAPS FOR PLUMBING FIXTURES Braced Wall Plan TO: Town of Southold NYS 2016 ENERGY CODE SUPPLEMENT First Floor Level table P3201.7 1,723 sq.ft. Date PlumbingFixture Trap Size OWNER OF PROPERTY:Adam&Shira Zatcoff TOWN OF SOUTHOLD m A2 6 Roof Framing Plan Second Floor Level 2,174 sq.ft. -- SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): > 3/26/18 Issued for Construction Plumbing Riser Diagram Bathtub(with or without shower head 1-1/2" USE: Single Family Detached Residential J and/or whirlpool attachements) 500 Four Winds Court, Southold, NY Attic Floor Level Construction: Wood Frame (un-sprinklered) not to scale Bidet 1-1/4" SCTM#100-88-06-13.38 � A4. 1 Front Elevation Q Total 3,897 sq.ft. Clothes washer standpipe 2" PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): g RI ht Elevation ENERGY CODE COMPLIANCE METHOD o Front Covered Porch 424 sq.ft. Dishwasher(on separate trap) 1-1/2" 0 New Residential Structure 0 DO NOT PROCEED V'riTH Floor Drain 2" ❑ Addition to Existing Residential Structure These plans have been prepared as per section LL Rear Covered Porch 408 sq.ft. FRAMING UNTIL SURVEY Kitchen Sink(on or two traps,with or 171 Rehabilitation to Existing Residential Structure N1 102-1 .5 - Total UA Alternative Path by 1-1/2' Attached Garage 667 sq.ft. OF FOUNDATION LOCATION without dishwasher and food waste disposer) A4.2 Rear Elevation utilizing REScheck, Version 4.6.5.0 Software OR PERFORMED AT THE SUBJECT m HAS BEEN APPROVED. Laundry Tub TO BE CONSTRUCTED 1-1/2" (see attached REScheck Calculations) Left Elevation PROPERTY REFERENCE ABOVE WILL UTILIZE Lavatory 1-1/4" (check each applicable line): Contractor to coordinate and schedule all required inspections No. Date Description with third party testing agency: ; N ,/� ����++ 1 Shower(based on the total flow rate through ❑ Truss Type Construction(TT) t Project APPROVED AS NOTED PLUM,3tR CE�'T -1 ^ -•�,rod showerheads and bodysp'rays) ® Pre-Engineered Wood Construction(PW) - air seal inspection � O�'V'CEAD CO/ flow rate: A5. 1 Building Sections El Timber Construction(TC) - insulation inspection DATE: a B.P. � � . CSR TIFIC/tTE C. d •,; �.,,� 5.7 gpm and less 1-1/2" - HVAC duct leakage inspection E Proposed FEE: BY: more than 5.7 gpm up to 12.3 gpm 2" IN THE FOLLOWING LOCATIONS)(CHECK APPLICABLE LINE): - Blower door test (final inspection) SOL`t3.�,R�l<" more than 12.3 gpm un to 25.8 gpm 3" Residence NOTIFY BULDING DEP AT . A6. 1 Strapping Details ❑ Floor Framing, Including Girders and Beams(F) 765-le32 8 A TO 4 PIS FOR THE SUPPLYSY,' more than 25.8 gpm up to 55.6 gpm 4" j Climatic & Geographic Design Criteria : Table R301.2(1) FOLLOWING'.N�''ECTKNNS: EXGEEfl 211LNailing ❑ Roof Framing(R) , 1. FOUNDATION = TWO REQUIRED N a I I I n g Schedule u l e © Floor Framing and Roof Framing(FR) Ground Snow Load: 30 psf �, AREA DIAGRAM / CLASSIFICATION FOR POUREt3 CONCRETE SITE P LAN SCALE: 1" = 30' Framin Details /� � °� P Speed: 140 mph ultimate wind speed (136 actual) For 2. ROUGH- FRAMING & PLUMBING g SIGNATURE: ! DATE: �,07-�;� c Topographic Effects: No Utility Protection Detail INSULATION PRINT NAME: �/ /` j I tff o Wind Exposure Category: B j 4. FINAL - CONSTRUCTION MUST y f/ f N BE COMPLETE FOR C.O. Plumbing Riser Diagram CAPACITY(Check One): ❑ Owr}er/ © Owner's Representative a _J Adam ALL CONSTRUCTION SHALL MEET THE �" Seismic Design Category: C REQUIREMENTS OF THE CODES OF NEW PL.i.1MBiN!"' _L Special Wind Region No N unspa eed YORK STATE. NOT RESPONSIBLE FOR ALL PLUM W" . 6" DIAMETER Wind Borne Debris Zone Yes 0 & Shira DESIGN OR CONSTRUCTION ERRORS. >z WATER LINES N!, TESTZ!)G BEFpi'dE CC''.:..i!,vCa E O _W rn Weathering: Severe E Frost Line Depth: Winches Zatcoff COMPLY WITH ALL CODES OF REFLECTIVE WHITE CUNEW YORK STATE & TOWN CODESlao-w- tentionally REFLECTIVE RED p PANTONE#187 o Termite: Moderate to Heavy 500 Four Winds Court AS REQUIRED AND CONDITIONS OF -SDllIE 4!11M ZBA eft blank ' "' proposed rear Southold, NY b Winter Design Temperature 15,Table D101 (NY, Kennedy) covered porch ` proposed Town of Southold el $ refer to survey W i Ice Barrier Underlayment Required Valley's&Perimeter W uncovered proposed N landing Flood Hazards N/A cellar stair Suffolk County,,.�''� ` I J proposed -*T^---+ �•".•� Air Freezing Index 15000 living space Drawn By: l QED IA RC,, -) Mean Annual Temp. M.P. yy,�E�, A.? �. J�, Russ rCA�DING REQUIRED proposed I crwrSC0 4SnOCCUPAtiCY OR Component and Cladding Loads: Table R301.2 2 proposed attached Checked By .4VICINITY MAP front three-car USE IS UNLAWFUL ZONE 4 21.2 -22.0 LL porch age M.A.Mo WITHOUT CERTIFICATE 01 exterior 1`0tin �/2" � r ZONE 5 21.2 -28.0 `' kP l^foJf Prr.r T - STROKE 9j IO3i286 y0� OF OCCUPANCY �f3lstalled, r€pl«Ced or 'k r The construction type ` repaired x16; 11 conform ��, !��.. c designation shall be -w----- N C:) ZONE 1 19.4 -21.0 0 { �� j�F NES „I„ ,IL, „IIh. .,IV.,or„�„ S �t ZONE 2 19.4 -24.0 1 Sheet Title to Chapter 172 U4 f�+ to indicate the construction N " CN classification of the DRAINAGE INSPECTIONS ARE REQUIRE-97O t t0 �'aWrt O structure under DESIGNATION FOR STRUCTURAL `D ZONE 3 19.4 -24.0 -J Contact TOS Engineering at 765-1560 be¢ Q N I N G ANALYSIS +��4=ddb section 602 of the BCNYS x ,,. COMPONENTS THAT ARE OF u, ZONE 1 12.2 -19.0 _0 Cover Sheet Backfill,OR Provide Engineer's Certification "t'''��;, "-- � 0 Lli c l,lE Udi,iliiljt Idcii L--11 6i (d, 1t .: U ll1 t,iJJL. rot TRUSS TYPE CONSTRUCTION O o o proposed o Nr ZONE 2 12.2 -33.0 living space v.y � FLOOR CONSTRUCTION,INCLUDING '13 Site Plan fdr" I �_ t' GIRDERS AND BEAMS ZONE 12.2 -49.0 e e " " ROOF FRAMING ZONE 1 10.0 -21.0 N Project Data ELECTRICAL , TYS fineryCo _ f'�`' "FR" FLOOR AND ROOF FRAMING o v ZONE 2 10.0 -35.0 STANDARDS AND CODES 04 INSPECTION REQUIRED o ZONE 3 10.0 -53.0 Intentionally Project: Job No. Zone Diagrams : Zatcoff 1801 e lft b 2 Scale : File Name : r, i 2 As Noted 1801-Constrn A a� and duct`t►d t*, refer to survey 5U3 4 V Inds Catirt 2 5 s z 1 4' 5 ) Drawing No. testing regt9 ee. 5 5 N/A 4 %3 4 4 3 3 4 0 ` Gable 5 5 Interior 5 5 Q Waller ��.c ® Zone a Edge �`""` "�(k Perimeter Zone / Zone A GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING GUARDS 1. All Steel shall have a minimum Fb of 33,000 s.i. 1. All exterior windows and doors shall be designed to resist the component All Glazing 1. All work shall conform to the codes listed' on the cover sheet. All codes p• h. Fire blocking as required. ll 9 P g shall conform to section R308 (glazing) of the 2015 Guards Required. shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: and cladding wind loads specified on the cover sheet. International Residential Code. Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located I Michael I they are indicated on the plans or not. A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. 2. All exterior windows and sliding doors shall be tested b an approved R308.4 Hazardous locations. The following shall be considered More Than 30" above the Floor or Grade Below shall have Guards Macrina a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. 9 Y pP g 2. Contractor shall check and verify ail dimensions, notes and conditions of the 3. All work shall conform to the latest A.I.S.C. specifications. of type lumber specified unless otherwise noted on plans. independent laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of glazing_ not Less than 36" in Height. site before an construction work is started. The Contractor shall notify the performance characteristics and approved inspection agency to indicate Open sides of stairs shall have guards not less than 34" in height and not . Y Y b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4 s is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and g Architect Architect of any discrepancies or conflicts in the drawings and/or field compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged more than 38" measured vertical) g conditions before starting the work. The discovery of discrepancies after FRAMING joists shall be centered directly over and below bearing wall studs with a doors shall be tested and labeled as conforming to AAMA/WDMA/CSA bifold door. y from the nosing of the treads. 7 beginning the work shall be the full responsibility of the Contractor to correct. tolerance of no more than 1" unless substantiated engineering calculations. 101/I.S.2/A440 or AMD 100. 2. Glazing in storm doors. ❑ �� � 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. 9 Guard Opening Limitations. P.C., A.I.A. c. Interior bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. 3. Glazing in all unframed swinging doors. Required Guards on open sides of stairways, raised floor areas, tt 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, fastened accordingto drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or balconies and t excavation. The utilities shown on the plans are an approximate location only. min. fb=900, e = 1.5x10 Hi her stress lumber such as s. . pine, ect. may Yw porches shall have intermediate rails or ornamental d , ( ) 9 Y P Y ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, closures that do not allow passage of a sphere 4" or more in 4. Contractor to be responsible for arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing p g g y p gin any part of a building wall enclosing these diameter. ❑ inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 1. Unless otherwise noted, brace exterior comers of building with 4 x 8 plywood compartments where the bottom exposed edge of the glazing is less than 4. Window and glass door assemblies shall be anchored in accordance with the Exception. sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface. 9 , "' 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be published manufacturers recommendations to achieve the design pressure The triangular openings formed by the riser, tread and bottom rail scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be of a guard at the open side of a stairway are permitted to be of Drawings are not to be scaled. a " b the fenestration manufacturer shall provide equal or renter anchorin considered to be a hazardous location where the bottom exposed ed a such a size that a sphere 6" cannot ass through. I 4. All wood subfloors shall be /4 thick T&G subfloor with a minimum Nailing: Y P q 9 g p g p p g 6. Any deviation from the Architect's drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International performance as demonstrated by accepted engineering practice. of the glazing is less than 60 inches above the floor or walking surface and ❑ e in writing for approval. Residential Code and nailing schedule shown on Ions. it meets either of the following conditions: 5. All wood frame openings in floors, roofs, ceilings shall have a minimum 9 P HABITABLE SPACE „ " 5, Emergency escape and rescue opening required: Basements, habitable attics 5.1. Where the glazing Is within 24 inches of either side of the door in 7. Contractor shall be responsible for adequately bracing and protecting all work double trimmer and header framing unless noted otherwise on plan. Alignment: 9 9 every sleeping room and where noted on floor plans shall have not less than the plane of the door in a closed position. 1. All Habitable spaces shall conform to the following sections of the 2015 1 during construction against damage, breakage, collapse, distortion and 6. All wood frame wall openings shall have minimum of single Jack stud plus 1. All rafters and joists framing from opposite sides shall lap at least six one operable emer enc escape and rescue opening. Where basements contain International Residential Code: ° misalignment according to applicable codes, standards and good practice. 9 P P 9 Y P P 9• 5.2. Where the glazing is on a wall perpendicular to the plane of the single King stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. one or more sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge R303 (light, ventilation, and heating) 21 Main Street P ge side 8. All work shall ll performed q a first class manner with all new materials. 7• All hanging wood joists and rafters shall be supported with steel 2. When framing end to end joists shall be secured together by metal straps. be required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. R304 (minimum room areas) Stony Brook, N.Y. 11790 Contractor shall provide all equipment, labor and materials necessary for 9 9 J PP the proper execution and timely completion of the work. Contractor shall joist hangers. shall open directly into a public way, or to a yard or court that opens to R305 (ceiling height) Exceptions: phone (631) 686-6585 e responsible for all materials and equipment stored at the site. g• When joist hangers & fasteners are in contact w/ pressure treated lumber, a public way. 1. Decorative glazing. R306 (sanitation) fax (631) 686-6786 or exposed to the exterior use stainless steel or hot-dipped olvenized D RA FTSTO P P I N G / F I R E B LOCKING & R307 (toilet bath and shower spaces) email MMacrina 9. All contractors and their subcontractors shall carry insurance that will protect joist hangers & fasteners only. PP 9 Exception,: Basements used only to house mechanical equipment 2. Where there is an intervening wall or other permanent barrier @optonline.net the Owner and Architect from claims from damages for personal injuries, FIRE PROTECTION between the door and the glazing. web MMArchitect 9 P Ju not exceeding a total floor area of 200 square feet. 9 9• pc.com including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Y2" COX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 3. Where access through the door is to a closet or storage area DRYWALL NOTES These plans are an instrument of service and are and js" OSB plywood on walls unless noted otherwise on plans and Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply the exclusive property of the nand des P Yw P section R302.12 of the 2015 International Residential Code. --p g y p PP P Y Infringements of the concepts and design ideas 10. Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. Bathroom Walls&Ceilings: g prosecuted P 9 and rescue openings shall be operational from the inside of the room with Section R308.4.3. " presented on these drawings shall be Draftstopping required: without the use of keys, 4. Glazin that is od scent to the fixed on Provide 1/2" mold & moisture resistant sum board b 'National Gypsum' to the fullest extent of the low. Copyright 2017: 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted ys, tools or special knowledge. Window opening control 9 1 panel of patio doors. gypsum Y YP Michael Mocrina Architect. All rights reserved, no P q Gold Bond Brand XP (purple board) or equal to all walls and ceilings, part of the plans may be reproduced without the sequences, procedures or for the safety precautions and programs in otherwise on Ian. When there is usable space both above and below the concealed space of a devices complying with ASTM F 2090 shall be permitted for use on windows q P Y P P g P including all bathroom walls and ceilings and any wet areas. All gypsum expressed written consent of the architect. connection with this project. floor/ceiling assembly, draftstops shall be installed so that the area of the serving as a required emergency escape and rescue opening. Emergency 6. Glazing in an individual fixed or operable panel that meets all of the following board shall receive one coat of tae and four coats of spackle minimum 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the conditions shall be considered to be hazardous location: p p 12. Match all existingconditions as the relate to finishes lighting, coursing, intersecting walls if possible. concealed space into a rax. equal areas. Where the assemblyIs enclosed b escape and rescue openings shall have minimum dimensions as specified using Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and y 9 p pp q y in this section. 6.1. The exposed area of an individual pane is larger than 9 square feet. ledges to receive tile or stone shall be set on 1/2 cement board. dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, ftstopping shall be 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress a floor membrane above and a ceiling membrane below dra plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 (E) y modulus of Elasticity. provided in floor/ceiling assemblies under the following circumstances: 6.2. The bottom edge of the glazing is less than 18 inches above Garages: to provide a complete job in all respects. Minimum opening are: Emergency and escape rescue openings shall have a the floor. Walls&Ceiling 13. All shims under cellar girders to be steel only. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening Provide one layer of 5/8" type-x gypsum wall board to all walls and ceilings 13. All contractors and subcontractors shall be licensed and insured as required. g Y 2. Floor framing is constructed of truss-type open-web or perforated members. q Y y the normal 6.3. The top edge of the glazing is more than 36 inches above the of all garages and room enclosing heat producing equipment. Provide one dimensions required b this section shall be obtained b P 9 9 YP P P floor; and layer of 1/2 type-x gypsum wall board at all interior house walls common 14. Contractor to obtain Owners or Architect's approval for all materials, finishes, 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The 6.4 One or more walking surfaces are within 36 inches measured to garages. Tape and 3 coats spackle for a level 3 finish. prevent direct contact with concrete. Materials: p and equipment prior to purchasing. All equlipment and materials are to be P net clear height opening shall be not less than 24 inches and the net clear horizontally and in a straight line, of the glazing. installeder manufacturers written specifications. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 P P width shall) be not less than 20 inches. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Typical(all other spaces): 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exceptions: 9 P P PP q Y PP PP• 9 Exception: Grade floor or below grade openings shall have a net clear Provide 1/2" gypsum board to all walls & ceilings not otherwise noted 16. These drawings are the property of the Architect and shall not be used machine bolts with standard malleable iron washers or steel plate washers. parallel to the floor framing members unless otherwise approved by the opening of not less than 5 square feet. 1. Decorative glazing. above. All gypsum board shall receive one coat of tape and four coats building official. The integrity of all draftstops shall be maintained. 2. Where a horizontal rail is installed on the accessible side without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: (s) of the of spackle minimum for a level 4 finish. permit unless signed & sealed by Michael Wacrina Architect, p.c. a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" Fire Blockinq Required: Window Sill Height: Where a window is provided as the emergency escape and glazing 34 to 38 inches above the walking surface. The rail shall b. 3/4" Dia. bolts-2-5/8" s x 5 16". rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding a horizontal load of 50 pounds per CLOTHES DRYER EXHAUST 17. Contractor to follow all manufacturers specifications, recommendations and / / q• / Fireblocking shall be provided to cut off all concealed draft openings US installation details on all products used in this project. Notify the Architect " the floor, where the sill height is below grade, it shall be provided with a linear foot without contacting the glass and have a cross-sectional P P J Y 3. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. (both vertical and horizontal) and to form an effective fire barrier between window well in accordance with Section R310.2.3. height 1. To be installed as per of any conflict between the plans and manufacturer's specifications, g of not less than 1 1/2 inches. p section M1502 of the 2015 International recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. stories, and between a top story and the roof space. Fireblocking shall be Residential Code. Date provided in wood-frame construction in the following locations. 6. All exterior windows and doors occurin in hazardous locations as per Section 3. Outboard panes in insulating glass units and other multiple glazed this project. Contractor shall be responsible; for correction of any work that P 9 9 P 2. Clothes dryer exhausts tem shall be discharged to the exterior. prevents the correct installation of a specified product as shown on the Lag Bolts: panels where the bottom edge of the glass is 25 feet or more Y Ys 9 P P P R308.4 of the 2015 International Residential Code and indicated on floor Ions 3/26/18 Issued for Construction drawings. 1. All to bolts where specified on plans shall be of structural rade steel. a. In concealed spaces of stud walls and partitions, including furred spaces P above grade, a roof, walking surface or other horizontal [within Exhaust duct size and material g 9 P P 9 are to have tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal surface adjacent to the and parallel rows of studs or staggered studs; as follows: 9 ] j glass exterior. 18. Contractor shall be responsible for adequately bracing and protecting all work 2. Washers shall be placed under the head of lag bolts bearing on wood. of the 2015 International Residential Code. Exhaust ducts shall have a smooth interior finish and be constructed - vertically at the ceiling and floor levels. 7. Glazing In guards and railings, including structural baluster of metal havinga minimum thickness of 28 gage. The duct shall during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted 9 � 9 9 , � 9 panels and be 4" nominal in diameter. g g misalignment according to applicable codes" standards and good practice. together. - Horizontally at intervals not exceeding 10 ft. 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking a maximum solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. Length Limitation 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces exterior are to be stainless steel or hot-dipped golvenized. such as occur at soffit, drop ceilings and cove ceilings. The maximum length of a clothes dryer exhaust duct shall not exceed DEMOLITION NOTES (for existin structures) Wind-Borne Debris Protection 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, 35 ft. from the dryer location to the wall or roof termination. Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of Wind-Borne Design Protection: Protection of exterior windows and lass doors in whirlpools, saunas, steam rooms, bathtubs, showers and indoor or The maximum length of the duct shall be reduced 2.5 ft. for each 1. Demolition work shall be done in strict conformance with local, state and 1. No structural member shall be omitted, notched, cut, blocked out or g outdoor swimming pools where the bottom exposed edge of the glazing is 45-degree bend and 5 ft. for each 90-degree bend. The maximum the run. Enclosed spaces under stairs shall have walls. under-stair surface buildings located in wind-borne debris regions if specified on the cover sheet less than 60 inches measured vertical) above an standing federal regulations, including all permits and utility cut-offs. " y y anding or walking length of the exhaust duct does not include the transition duct. relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2 gypsum board. shall be in accordance with section R301.2.1.2 of the 2015 International surface shall be considered to be a hazardous location. This shall apply to 2. The Contractor shall at all times provide protection against weather members noted without approval of the Architect. Residential Code.P P 9 d. At openings around vents, pipes, ducts, cables and wires at ceilings and a single glazing and each pane in multiple glazing. No. Date Description (rain, wind, storms, frost or heat) so as -to maintain all work, materials Built-up Beams: floor level, with an approved material to resist the free passage of flame Protection and Openings: Exterior glazing in buildings located in windborne REQUIREMENTS FOR p equipment and fixtures free from damages. Repair any damage to 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. debris regions shall be protected from windborne debris. Glazed opening Exceptions: Glazing that is more than 60 inches measured horizontally property of the Owner/Client which is to (remain in use, or that of any members shall be interconnected as follows: protection fon windborne debris shall meet the requirements of the Large and in a straight line, from the waters edge of a bathtub, hot tub, P q 9 MASONRY FIREPLACES Project person, or persons on or off the site caused b the demolition work " e. For the fireblockin s of chimneys and fireplaces, see Section R1003.19. Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section spa, whirpool or swimming pool or from the edge of a shower, sauna p P Y a. Members 12 and less in depth: glue and internal) w/2 rows 9 � P without additional expense to the owner. " 301.2.1.2.1 of the 2015 International Residential Code. Garage door lazed or steam room. 16D nails at 12 o.c. staggered. f. Fireblockin of cornices of a two family dwelling is required at the line 9 g PER 2015 I.R.C. CODE (table R1001.1) Proposed g Y g q opening protection for windborne debris shall meet the requirements of an 3. Provide all necessary temporary supports as may be required to shore all b. Members greater than 9-1/4" in depth or multiple 3x members of dwelling unit separation. 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge " approved impact-resisting standard or ANSI/DASMA 115. Hearth Slab Thickness 4"min.thickness for hearth extension existing structures prior to the installation of new structural elements through bolt with 1/2 diameter machine bolts at 24 o.c. of the glazing is less than 36 inches above the plane of the adjacent walking required by the demolition work shown heireon. staggered top & bottom, 1-1/2" from edges. Materials: Exception: Wood structural panels with a thickness of not less than �f6 surface of stairways, landings between flights of stairs and ramps shall be Residence 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, fireblocking shall consist inch and a span of not more than 8 feet shall be permitted for opening considered to be a hazardous location. Hearth Extension 8"for fireplace opening less than 6 sq. ft. 4. Any and all conditions not shown hereon fond uncovered in the field shall be members are to follow manufacture specifications of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, protection. Panels shall be precut and attatched to the framing surrounding (each side of open'g) 12"for fireplace opening greater than or brought to the attention of the Architect immediately, prior to any action Cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or the opening containing the product with the glazed opening. Panels shall be 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing equal to 6 sq.ft. involving same. predrilled as required for the anchorage method and shall be secured with is less than 36 inches above the landing and within a 60 inch horizontal arc less 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23 32 inch wood structural panels or one thickness of For / p the attachment hardware provided. Attachment to be permanent less than 180 degrees from the bottom tread nosing shall be considered to be Hearth Extension 16"for fireplace opening less than 6 sq.ft. 5. All existing elements to remain, shall be (protected during demolition. holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 a hazardous location. (front of opening) 20 for fireplace opening greater than or located in the middle of 1/3 of the span. Notch depth of the ends at the corrosion-resistant hardware provided and anchors permanently installed 6. All existing ductwork, electrical equipment, etc. in areas to be demolished member shall not exceed 1/4 the depth of the member. Holes bored or out inch gypsum board or 1/4 inch cement-based millboord. Batts or blankets on the building. Attachment in accordance with Table R301.2.1.2 is permitted equal to 6 sq. ft. shall be protected and relocated as required according to field conditions. or minerial wool or glass fiber or other approved materials installed in such for buildings with a mean roof height of 45 feet or less where the ultimate Firebox Dimensions 20"min.firebox depth into joist shall not be closer than 2 inches to the tip or bottom of the a manner as to be secure) retained in lace shall be ermitted as an design wind speed is 180 mph or less. ROOF VENTILATION 7. Provide dust-tight partitions between areas where demolition joists and the diameter of the hole shall not exceed 1/3 the depth of the Y P P 9 P P Adam work is beingperformed and areas which are finished or in use. joist. The tension side of beams, joists and rafters of 4 inches or greater acceptable fire block. Batts or blankets of mineral or glass fiber or other Thickness of 8"where firebrick lining is used P 9 TABLE R301.2.1.2. Wall of Firebox nominal thickness shall not be notched, except at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE Ventilation Required:Pipes inStud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs FOR WOOD STRUCTURAL PANELS a,b,c,d( ) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly Distance from top 8"min. � Shir aEXCAVATION AND BACKFILL 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire FASTENER SPACING to the underside of roof rafters shall have cross ventilation for each seperate space of Opening to Throat more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to by ventilating openings protected against the entrance or rain or snow. Ventilating 1. Contractor shall locate and stake out all existing underground utilities prior Panel Span 4 Ft. 6 Ft. Bridging and Blocking: demostrote its ability to remain in place and to retard the spread of fire Fastener Type p <Panel Span <Panel Span openings shall be provided with corrosion-resistant wire mesh, with 1 8" minimum to Zatcoff to any excavation. The utilities shown on the plans are an approximate < 4 Ft. < 6 Ft. <8 Ft. 1/4" maximum openings. / 1. There shall be not less than one line of bridging when using dimensional and hot asses. MINIMUM UNIFORMLY DITRIBUTED LIVE LOADS Table 8301.5 location only. g g g g lumber in every eight feet of span in floor, attic and flat roof framing. No. 8 wood screw based 2. Excavate all areas qu indicated n the drawings. All excavations shall be the The bridging shall consist of not less than one b three inch lumber Minimum Area: LIVE LOAD DEAD LOAD 500 Four Winds Court _ minimum depths required achieving clean undisturbed virgin soil with stable g 9 Y Fire Protection of Floors anchor with 2-inch 16" 10" 8" USE moisture content and non-shiftingand non-shrinking soil characteristics. double nailed at each end or of equivalent metal bracing of equal rigidity. " embedment length The total net free ventilating area shall not be less than 1 per 150 of the area of 9 All floor assemblies are to be fire-reistance rated with a minimum of 1/2 Exterior Balconies and decks 40 psf 10 Southold NY The Contractor shall be responsible for notification of poor soil characteristics 2. Block solid at all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside No. 10 wood screw based the space ventilated. p psf , to the Architect and shall not proceed with the work until receiving instructions otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, anchor with 2-inch 16" 12" 9" Vent Clearance: Fire Escapes 40 psf 10 psf from the Architect. embedment length feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping - g Where save or cornice vents are installed, insulation a minimum of a 1" space shall be Passenger Vehicle Garages 50 psf .as per plan Town Of Southold 3. The Architect has prepared the drawing and specifications with an assumed 3. Provide blocking under all posts down to foundation, beam and/or column and similar openings or penetrations shall be permitted. 1/4 inch lag screw based anchor with 2-inch 16" 16" 16" provided between the insulation and the roof sheathing at the location of the vent. Unhabitable ATTICS without Storage 10 psf '10 psf Suffolk County bearing capacity of 2,000# per sq. ft. and an assumed soil characteristic of sand, with similar material. Exceptions: embedment length � 1 silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) Plywood: 1. Floor assemblies located direct) over a space protected b an automatic Unhabitable ATTICS with Storage 20 psf 10 psf unless a soil test analysis has been preformed as per table R401.4.1 of the Y P P Y Drawn By: CEO SRC 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904 NFPA 13D or other a. This table is base on 180 mph ultimate design wind speeds, V Habitable ATTICS and ATTICS 2015 International Residential Code. � � �.� p. � c graded in accordance with : approved equivalent sprinkler system. and a 33 foot mean roof height. served with fixed stairs 30 psf '15 psf M.P. �'<�� P � rrx•s 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood b. Fasteners shall be installed at opposing ends of the wood , -P n 2. Floor assemblies located directly over a crawl space not intended for ROOMS other than sleeping rooms 40 psf 15 psf Checked By: W �1 , .jam a below finished grade unless noted otherwise on the plans. structural panel. Fastners shall be located not less than 1 inch ', 2. Each plywood sheet shall bear the "APA" trademark. storage or fuel-fired appliances. U/�;;A A��(1) , a 5. All backfill shall be clean granular fill. from the edge of the panel. FLASHING & CAULKING NOTES Sleeping Rooms 30 psf 15 psf M.A.M V �i .' 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be unprotected where c. Anchors shall penetrate through the exterior wall covering with an * } , 1 4c 6. No Backfill shall be permitted against concrete or masonry foundation walls of framing members. P P P 9 9 Stairs 40 psf 10 psf P 9 Y complying with the following: embedment length of not less than 2 inches into the building frame. 1. Providing metal flashing where framing lumber is in contact with soil or concrete. p `� t Q $g6 OQ' without floor framing or proper bracing as; required to prevent damage to walls. 4. The face grain of the plywood shall be laid at right angles to the joists " 1 -1 No Backfill shall be permitted within a mimimum of two weeks after pouring. and trusses and parallel to the studs. 3.1 The aggregate area of the unprotected portions does not exceed 80 Fasteners shall be located not less than 2 1/2 inches from the Provide continuous hidden (blind) metal flashing where tops of roof intersect Guards and Handrails 200 psf lateral 4p� IAT- * ,_, N e de of the concrete block or concrete. vertical wall surfaces. Provide metal step flashing around all chimneys, skylights Guard in-fill components 50 psf /Ji✓ �-_ " square feet per star 9 p g ys, The Contractor shall be responsible for only damage to concrete or masony wall. q p y. 5. Nails shall be placed 3/8 minimum from the edge of the sheets. d. Panels attached to masonry or masonry/stucco shall be attached and where sides of roof intersect vertical wall surfaces. All metal flashing shall r f 7. All grading to drain surface water away frrom foundation walls at a minimum The minimum nail penetration into framing members shall be 1 1/2" 3.2 Fireblocking in accordance with Section R302.11.1 installed along the using vibration-resistant anchors having an ultimate withdrawal " ROOFS 30 psf 15 psf Sheet Titl p / capacityf not l e �` at a minimum of 5% slope. for 8d nails and 1 3 8" for 10d nails. perimeter of the unprotected portion to seperate the unprotected extend up vertically a minimum of 4 from the roof unless noted otherwise. J�t portion from the remainder of the floor assembly. of than 1,500 pounds. ,s 6. All floors and walls shall be nailed as per nailing schedule. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and General Notes. CONCRETE 4. Wood floor assemblies using dimension lumber or structural composite FALL PROTECTION ALLOWABLE DEFLECTION : Table R301.7 Partitions: lumber equal to or greater than 2-inch by 10-inch nominal dimension, penetrations, to form o watertight assembly. 1. General: or other approved floor assemblies demonstrating equivalent fire Structural Member Allowable Deflection 1. Foundation walls to be a minimum 3,000 Ip.s.i., unless noted otherwise on plans, a. Provide solid blocking at 4'-0" o.c. between the joist and first interior performance. In dwelling units, where the top of the sill of an operable window on the above soil assumption. If other soills are encountered, lower bearing parallel joist at all able walls. opening is located less than 24 inches above the finish floor and P J 9 Rafters havingslopes greater than 3 1 values are to be assumed and the foundaition must be redesigned. Combustible Insulation Clearance greater than 72 inches above the finish grade or other surface below P 9 / 2 with no L/1810 b. Splices of the top and bottom portion of double top plates must be FACTORY-BUILT GAS & WOOD FIREPLACES finished ceiling attached to rafters. 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a staggered a minimum of 24" on the exterior of the building, the operable window shall comply with. Combustible insulation shall be seperated not less than 3 inches from one of following: Factory-built fireplaces shall be listed and labeled and shall be installed Interior Walls and Partitions H/180 minimum 3,500 p.s.i. c. Joints in top plate need not occur over studs. recessed luminaires, fan motors and other heat-producing devices. in accordance with the Exceptions 1. operable windows with openings that will not allow a 4 inch diameter conditions of the listing, and shall be tested 3. Concrete shall be air-entrained. Total air content (percent by volume of concrete) d. Lap top plates at corners and intersections. in accordance with UL 127. Floors and Plastered ceilings L/360 shall not be less than 5% or more than T7. e. heat-producing devices are listed for lesser clearances, sphere to pass through the opening where the opening is on its All other Structural240 Members L e. Plates shall not be less than 2 x nominal thickness. combustible insulation complying with the listing requirements shall be largest opened position. Hearth Extensions. / Project: Job No. : 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the Hearth extensions of approved factory-built fireplaces shall be installed Exterior Walls with plaster or stucco finish H/360 Zatcoff 1801 narrowest distance between forms or three-fourths the clear spacing between f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. 2. operable windows that are provided with window fall prevention devices reinforcing bars or between a bar and the side of the form. permitted to be cut or notched to a depth not exceeding 25 percent its in accordance with the listing of the fireplace. The hearth extension Exterior Walls - wind loads with brittle finishes H 240 that comply with ASTM F 2090. / Scale : File Name width. Studs in nonbearing partitions shall be permitted to be notched to shall be readily distinguishable from the surrounding floor area. 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement a depth not to exceed 40 percent of a single stud width. Refer to details Exterior Walls - wind loads° with flexible finishes H/120 As Noted 1801-Constrn A and foam insulation, a composite of cement and wood chips, or other approved for excessive notching studs. ATTIC ACCESS 3. operable windows that are provided with window opening control devices material suitable for supporting and contaimin concrete. Forms shall provide that comply with section R312.2.2. Lintels PP g g P Drilling:An stud shall be permitted to be bored or drilled, provided An attic access shall be provided for an attic areas that exceed 30 square feet Supporting Masonry Veneer Walls L/600 9. 9� Y P P P Y q Drawing sufficient strength to contain concrete Burling the concrete placement g No. operation. Form ties shall be steel, solid llastic, foam plastic, a composite that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30" or more. The rough framed opening shall not Note L=Span Length, H=Span Height P P P P " Section 8312.2.2(window opening control devices) of cement and wood chips, a composite off cement and foam plastic, or other of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22"00" and shall be located in a hallway or other readily accessible Al suitable material capable of resisting the forces created by fluid pressure of the edge of the stud, and the hole is not located in the same section location. A 30" minimum obstructed headroom in the attic space shall be provided Window opening control devices shall comply with ASTM F 2090. fresh concrete. as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. The window opening control device, after operation to release the drilled over 40 percent and up to 60 percent shall be doubled with not control device allowing the window to fully open. shall not reduce the more than two successive doubled studs bored. Refer to details for net clear opening area of the window unit to less than the area U I excessive drilling of studs. required by section R310.2.1. ELECTRICAL HEATING, VENTILATION & COOLING ENERGY/ CONSERVATION 13. Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts 1. All electrical work shall conform to rules and regulations of the Combustion Air BUILDING THERMAL ENVELOPE provide combustion air to open combustion fuel-burning appliances, the appliances INSULATION SCHEDULE (thermal envelope) Michael 2014 National Electric Code, NFPA 70-2014 and the 2015 Soild Fuel 1. These plans are designed to be in accordance with the 2015 and combustion air opening shall be located outside the building thermal envelope International Residential Code. Burning appliances shall be provided with combustion air in accordance with the International Residential Code and the 2015 International Energy House Component (R) Value or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall Insulation Insulation Moisture Air Barrier Macrina Remarks 2. The Electrical equipment and wiring shall be installed in accordance appliance manufacturers installation instructions. Oil-fire appliances shall be be sealed and insulated in accordance with the envelope requirements of Table Thickness Type Barrier Sealing With chapters 34 thru 43 of the 2015 International Residential Code. be provided with combustion air in accordance with NFPA 31. Conservation Code for a climate zone of 4A. Arch ep p N1102.1.2, where the walls, floors and ceilings shall meet a minimum of the 3. Electrical work to be Fire Underwriters inspected and approved. 2. The interior design temperatures used for heating and cooling load basement wall R-value requirement. The door into the room shall be fully gasketed Floor system assembly upper section R-21 5-1/2" Fiberglass 7 Ducts PP � Batts fire protection of floor assembly as per IRC 2015 calculations shall be a maximum of 727 for heating and a minimum and any water lines and ducts in the room insulated in accordance with Section (� over unconditioned Cl) 4. All electrical outlets in "wet" areas to be ground fault interrupter Duct Insulation Section R302.13 ❑ - °�•� r (G.F.I.) type. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 of 75'F for cooling. N1103. The combustion air duct shall be insulated where it passes through L lower section R-15 3-1/2'cellar spaces Roxul comfort-batt P.C. A.I.A. � 5. Workingclearance dimensions around electrical panel to be a All other ducts shall be insulated to a minimum of R-6. the conditioned space to a minimum of R-8. O mineral wool p 3. All materials, systems and equipment shall be installed in accordance with d minimum of 36" deep x 30" wide x 6'-6" high. the manufacturers instructions and the 2015 International Residential Code 14. Recessed Lighting. Recessed luminaires installed in the building thermal envelope shall Perimeter rimjoist throughout R-13 2" Closed Cell Duct Sealing and the 2015 International Ener and Conservation Code. be sealed to limit air leakage between conditioned and unconditioned spaces. All LL first and second floors 9.5 per 1" Spray Foam 6. All electrical work to be performed by a local licensed electrician. All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Energy g P ❑ Ground-Fault Circuit-Interrupter Protection. made substantially airtight by means of fastners, welds, tapes, mastics, gasketing 4. Certificate: A permanent certificate shall be completed by the builder recessed (luminaires shall be IC-rated and labeled having an air leakage rate not or other approved closure systems. and posted on a wall in the space where the furnace is located, more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Locations. pressure differential. All recessed luminaires shall be sealed with a gasket or caulk 1. All bathroom receptacles are to have G.F.C.I. protection. Duct Support a utility room or an approved location inside the building. 2. All arae & accessory building receptacles are to have G.F.C.I. protection. Metal ducts shall be supported by 1/2" with 18 gage metal straps or 12 gage Where located on an electrical panel, the certificate shall not between the housing and the interior wall or ceiling covering. garage Y g p P galvanized wire at intervals not exceeding 10 feet or other approved methods. cover or obstruct the visibility of the circuit directory label, service 3. All outdoor receptacles are to have G.F.C.I, protection. disconnect label or other required labels. The certificate shall list the 15. Programmable thermostat.The thermostat controlling the primary heating or cooling Exterior interior Fiberglass P P Nonmetallic ducts shall be supported in accordance with the manufacturers q R-21 5-1/2" required 4. All crawls ace receptacles are to have G.F.C.I. protection. predominant R-values of insulation installed in or on ceiling/roof, walls system of the dwelling unit shall be capable of controlling the heating and cooling Walls(2"x6') side Batts p p P installation instructions. foundation slab, basement wall, crawls ace wall and/or floor and ducts system on a daily schedule to maintain different temperatures set points at different to 5. All unfinished basements receptacles are to have G.F.C.I. protection. ( P / ) Ys Y P P _ exterior Duct Separation outside conditioned spaces; U-factors for fenestration and the solar heat times of the day. This thermostat shall include the capability to set back or side 6. All kitchen receptacles that serve countertop surfaces shall have Ducts shall be installed with at least 4" separation from the earth except where gain coefficient (SHGC) of fenestration, and the results from any required temporarily operate the system to maintain zone temperatures down to 55`F or up 21 Main Street G.F.C.I. protection. the meet the requirements for underground ducts systems. space around exterior window/ Ston Brook P Y q 9 Ys duct system and building envelope air leakage testing done on the to 85`F. The thermostat shall initially be programmed by the manufacturer with o doorjambs required y , N.Y. 11790 7. All laundry, utility and bar sink receptacles that are located within Eft. building. Where there is more than one value for each component, the heating temperature set point no higher than 70*17 and a cooling temperature set phone (631) 686-6585 of the outside edge of the sink are to have G.F.C.I. protection. Ducts located in garages and ducts penetrating the walls m ceilings sepershee the certificate shall list the value covering the largest area. The certificate point no lower than 78°F, fax (631)686-6786 dwelling from the garage shall be constructed of a mi penin No. 26 gage sheet shall list the types and efficiencies of heating, coolingand service water email MMacrina o tonline.net 8. Electrically heated floors, hydromassage bathtub, spa and hot tub metal or other approved material and shall not have opening into garage. � Duct Insulation. � p locations are to have G.F.C.I. protection. heating equpiment. Where a gas-fired unvented room heater, electric 16. All supply ducts in unconditioned attics shall be insulated to a web MMArchitectpc.com 9. All receptacles within 6 feet of the outside edge of a bathtub or furnace, or baseboard electric heater is installed in the residence, the minimum of R-8. All other ducts shall be insulated to a minimum of R-6. These plans are an instrument of service and are " " " the exclusive property certificate shall list gas-fired unvented room heater", electric furnace or p p rty of the architect. shower stall are to have G.F.C.I protection. " " 17. Duct Sealing. All ducts air handlers and filter boxes shall be sealed. Joints and Infringements of the concepts and design ideas PL baseboard electric heater", as appropriate. An efficiency shall not be Flat ceiling R-30 9" Fiberglass presented on these drawings shall be prosecuted listed for os-fired unvented room heaters, electric furnaces or electric seams shall be made substantially airtight by means of fastners, welds, tapes, Batts required to the fullest extent of the law. Copyright 2017: 9 Michael Macrina Architect. All rights reserved, no Arc-Fault Circuit-Interrupter Protection. 1. All plumbing work to be installed in strict accordance with the 2015 g baseboard heaters. mastics, Basketing or other approved closure systems. N part of the plans may be reproduced without the Locations. International Residential Code and local codes. 0) Vaulted ceiling R-30c 8" required Fiberglass Provide baffles between rafters with a min. of expressed written consent of the architect. 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists 7, Insulation and Fenestration Requirement by Component. 18. Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Batts 1"air space for ventilation outlets installed in kitchens, family rooms, dining rooms, living rooms, shall be located as close as possible to center joist span to maintain Refer to insulation schedule. followingmethods: = t R-26 Closed Cell structural integrity of joists. Refer to the framing section of this sheet. Over exterior wall plate Varies see details same sheet pallors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, 9 Y J 9 1. Rough-inl test: Total leakage shall be measured with a pressure differential of ,0 6.7 per inch Spray Foam hallways, laundry areas and similar rooms or areas shall be protected b 3. Materials for water supply and distributions systems, per tables P2906.4, 8. be in Baffle.For air-permeable insulations in vented attics, a baffle shall y P Y PP Y Ys P 0.1 inch w.g. across the system, including the manufacturer's air handler U a combination type arc-fault circuit interrupter installed to provide P2906.5 and P2906.6 of the 2015 International Residential Code. be installed adjacent to soffit and size vents. Baffles shall maintain an enclosure if installed at the time of the test. All registers shall be taped or protection of the branch circuits. International Residential Code. opening equal or greater than the size of the vent. The baffle shall otherwise sealed during the test. extend over the top of the attic insulation. The baffle shall be permitted 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), y g p Window / Door Type U Factor S.H.G.C. Single-and Multiple-Station Smoke Alarms. to be an solid material. 2. Postconsltruction test: Total leakage shall be measured with a pressure differential yp ( ) Remarks P3002.2 and P3002.3 of the 2015 International Residential Code. , All smoke alarms shall be listed in accordance with UL 217 and of 0.1 inch w.g. across the entire system, including the manufacturers air (� installed in accordance with the provisions iof Section R314 of the 5. All exterior hose bibbs are to be frost-proof type. 9. Attic and Crawl Space Access Hatches and Doors. Access doors from handler enclosure. Registers shall be taped or otherwise sealed during the test. L 2015 International Residential Code and comply with the provisions conditioned spaces to unconditioned spaces such as attics and crawls aces 0 Double Hung Windows P Y P 6. In areas prone to flooding, drainage, waste and vent systems shall be P P P O 0.30 0.30 of NFPA 72. located and installed to prevent infiltration of floodwaters into the shall be weatherstripped and insulated to a level equivalent to the insulation P Exception: A duct air leakage test shall not be required where ducts and Locations. (Section R314.3) systems and discharges from the systems into floodwaters. on the surrounding surfaces. Access shall be provided to all equipment that air handlers care located entirely within the building thermal envelope. 1) Casement Windows 0.30 0.30 Single and multiple-station smoke alarms shall be installed in prevents damaging or compressing the insulation. A wood-framed or � 7. In areas prone to flooding, vents shall be located at or above the equivalent baffle or retainer is required to be provided when loose-fill A written report of the results of the test shall be signed b the art the following locations: q q P P 9 Y party N Awning Windows design flood elevation. � 0.30 0.30 1. In each sleeping room. insulation is installed, the purpose of which is to prevent the loose-fill conducting the test and provided to the code official. 8. All plumbing fixtures to be installed as per Chapter 27 of the 2015 from spilling into the living space when the attic access is opened, and to 2. Outside of each separate sleeping area in the immediate 0 Hinged Doors International Residential Code. rovide a permanent means of maintaining the installed R-Value of the 19. Building frarnin cavities shall not be used as ducts or plenums. 0.30 0.30 vicinity of the bedrooms. P P g g g P � Date 3. On each additional storyof the dwelling, including basements 9. Vents: loose-fill insulation. 9 9 20. Mechanical 'System piping insulation shall be capable of carrying fluids above 105 F Sliding Doors and habitable attics but not including crawl spaces and uninhabitable0.30 0.30 3/26/18 Issued for Construction attics. In dwellings or dwelling units with split levels and without Roof Extension (sect. P3103.1) 10.Air Leakage. The building thermal envelope shalt be constructed to limit or below 55i F with a minimum of R-3 insulation. Open vent pipes that extend through a roof shall be terminated not less air leakage. The sealing methods between dissimilar materials shall allow 21• Mechanical Ventilation.The building shall be provided with ventilation that meets the an intervening door between the adjacent levels, a smoke alarm 9 P Skylights N/A N/A installed on the upper level shall suffice for the adjacent lower than 6 inches above the roof or 6" above the anticipated snow accumilation, for differential expansion and contraction. Refer to the air barrier and requirements of Section M1507 of this code or the International Mechanical Code, level provided that the lower level is less than one full story whichever is greater. Where a roof is to be used for assembly, as a insulation installation schedule. as applicable, or with other approved means of ventilation. Outdoor air intakes and below the upper level. promenade, observation deck or sunbathing deck or for similar purposes, exhausts shlall have automatic or gravity dampers that close when the ventilation open vent pipes shall terminate not less than 7 feet above the roof. tem is not operating. Notes: 4. Smoke alarms shall be installed not less than 3 feet horizontally 11• Testing. The building or dwelling unit shall be tested and verified as having system from the door or opening of a bothroorn that contains a bathtub Frost Closure (sect. P3103.2) an air leakage rate of not exceeding three air changes per hour in Climate Zone - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. or shower unless this would prevent placement of a smoke alarm 22. Equipment Sizing. Heating and cooling equipment shall be sized in accordance with required by Section R314.3. Vent extensions through a roof or wall, shall be not less than 3 inches in 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM with ACCA (Manual S based on building loads calculated in accordance with ACCA - See Typical Insulation Details, same sheet diameter. Any increase in the size of the vent shall be made not less than E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required Manual J or other approved heating and cooling calculation methodologies. New or When more than one smoke alarm is required to be installed within an 1 foot inside the thermal envelope of the building. by the code official, testing shall be conducted by an approved third party. A individual dwellingunit the alarm devices shall) be interconnected in replacement heating and cooling equipment shall have an efficiency rating equal to written report of the results of the test shall be signed by the party conducting or greater than the minimum required by federal law for the geographic location such a manner that the actuation of one alarm will activate all of the 10. For trap sizes, see table P3201.7 on plumbing riser diagram the test and provided to the code official. Testing shall be performed at any time alarms in the individual dwellingunit. The alarm shall be clear) audible in where the equipment is installed. No. Date Description Y after creation of all penetrations of the building thermal envelope. P all bedrooms over background noise levels with all intervening doors closed. Manual J&S is required for any new or replaced heating or cooling equipment Combination Detectors. During Testing: Project Combination smoke and carbon monoxide alarms shall be permitted 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not Lighting. to be used in lieu of smoke alarms. sealed, beyond the intended weatherstripping or other infiltration control measures. 23. _9_-1 Not less than 75 percent of the lamps in permanently installed lighting Air Barrier and Insulation InstaIIation Schedule Table N110241140241 . . . . . .1 Proposed typical exterior wall fixtures shall) be high-efficacy lamps or not less than 75 percent of the ( ) insulation 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall Power Source. permanently installed lighting fixtures shall contain only high-efficacy lamps. Residence The required smoke alarms shall receive theiir primary power from (see insulation schedule) be closed, but not sealed beyond intended infiltration control measures. Component Air Barrier Criteria Insulation Installation Criteria the building wiring when such wiring is served frrom a commercial source, air barrier caulking typical siding 3. Interiror doors, if installed of the time of the test, shall be open. Exceptioln:Low-voltage lighting. and when primary power is interrupted, shall receive power from a 4. Exterior door for continuous ventilation systems and heat recovery ventilators A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a battery. Wiring shall be permanent and without a disconnecting switch shall be closed and sealed. Recommended Testing Agency: sealing material. other than those required for overcurrent protection. Smoke alarms second floor General Requirements The exterior thermal envelope contains a continuous air barrier. q p ------ ---- 5. Heating and cooling systems, if installed at the time of the test, shall be Integrity Home Energy Assessments: (631)325-4006 For shall be permitted to be battery operated when installed in buildings --- - - ----- turned off. Breaks or joints in the air barrier shall be sealed. without commercial power. 6. Supply and return registers, if installed at the time of the test, shall be 1/2"CDX plywood sheathing The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Carbon Monoxide Alarms. (Section 915 of the 2015 I.F.C.) air barrier caulking fully open. the insulation and any gaps in the air barrier sealed. aligned with air barrier. Carbon monoxide alarms shall be installed in the following locations: j Adam b 12. Fireplaces. New wood-burningfireplaces shall have tight-fitting flue dampers Ceiling/Attic 1. Carbon Monoxide are required on each level on which sleeping typical exterior wall P 9 9Access openings, drop down stairs or knee wall doors to spaces are located, within 15ft. of the sleeping area. insulation or doors, and outdoor combustion air. Where using tight-fitting doors on unconditioned attic spaces shall be sealed. More than one carbon monoxide alarm shall be provided (see insulation schedule) factory-built fireplaces listed and labeled in accordance with UL 127, the where necessary to assure that no sleeping area on a story j', doors shall be tested and listed for the fireplace. Where using tight-fitting The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be Shira is more than 15ft. away from a carbon monoxide alarm. li doors on masonry fireplaces, the doors shall be listed and labeled in be sealed. insulated by completely filling the cavity with a material having 2. On any story where a fuel-fired appliances and equipment, ><11 accordance with UL 907. The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. solid-fuel burning appliances and equiipment, air barrier caulkin Walls exterior walls shall be sealed. fireplaces or attached garages are located. g Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Zatcoff Interconnection of Carbon Monoxide Alarms& Detectors: The junction of every stud, top plate&shoe plate to exterior sheathing installed in substantial contact and continuous alignment with When more than one carbon monoxide alarm or detector is required to typinsulation ical or wall i air fja* shall be continuously sealed the air barrier. •5500 FOUL' Winds Court be installed within an individual dwelling unlit or sleeping area, the (see insulation schedule) ' Windows, skylights The space between window/doorjambs and framing, and Southold, NY alarm devices shall be interconnected in such a manner that the actuation and doors skylights and framing shall be sealed. of one alarm will activate all of the alarms in the individual unit. Typical Second Floor baffle between rafters o provide The alarm shall be clear) audible in all bedrooms over background noise a min. of 1"of ventilation Y 9 ��� Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Town Of Southold levels with all intervening doors closed. Insulation D eta I I � `. The air barrier shall ul insulated at any Floor framing cavity insulation shall be installed to maintain Suffolk County Equipment. - \ � Floors exposed edge of insulation. permanent contact with the underside of subfloor decking,or Carbon Monoxide alarms shall be listed, labeled as complying with 1 -1/2" = 1 O �``. baffle between rafters to provide including above garage and floor framing cavity insulation shall be permitted to be in contact Drawn By: E� RC, UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and °/rho a min. of 1"of ventilation cantilevered floors with the top side of sheathing, or continuous insulation installed / .���labeled as complying with UL2075 and shalll meet the sensitivity testing w on the underside of floor framing; and extends from the bottom to M.P. o�� ,A' yA and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, ga typical flat ceiling closed cell spray the top of all perimeter floor framing members. Checked B k a detectors and alarm control units shall be installed in accordance typical exterior wall closed cell spray insulation Y ' "'u YP .� `.� foam insulation � W, ' �^1 .� with the R.C.N.Y.S. and the manufacturers installation instructions. insulation ,, foam insulation (see insulation schedule) Exposed earth in unvented crawls aces shall be Where provided instead of floor insulation, insulation over top of plate p P P M.A.M (see insulation schedule) - :s over top of plate 4; ;:;:;:_. Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Power Source. ;:r:;?.; typical siding ,:,..v,„r' • >, typical vaulted ceiling ;; . >^ \ overlapping joints taped. space walls. i �'/ Q- Carbon Monoxide alarms and detectors shoill receive their primary ower g ,,.>.: .;,::. ti.,.. .:.,:::.:` P Y P air barrier caulking , insulation X <,X:..,..,;;.:.;;.:.;. .,., from the buildingwiring, where such wiring is served from a commercial '''^` `'' �: >.::, Duct shafts, utility penetrations, and flue shafts opening , I F'OF IN4 9 9 5 <_,v ; •: :. >,:....: >., Shafts, penetrations source and shall be equipped with a batterry backup system that ::.% ;>::> %;` ',;r :..v: <:, ._ : : to exterior or unconditioned space shall be sealed. automaticallyprovides ower from one or rmore batteries when primary f Sheet Title P P P Y first floor ` , ` �; V.4;,::.,.,,,y; ` power is interrupted. Wiring shall be permoment and without a Batts in narrow cavities shall be cut to fit, or narrow ee i e -- +++ disconnecting switch other than those requirred for over current protection. + Narrow Cavities cavities shall be filled by insulation that on Energy Notes 1/2"CDX typical flat ceiling + + installation readily conforms to the available cavity Listings. 'h':rFT. insulation + i i space. plywood sheathing (see insulation schedule) + , Carbon monoxide alarms shall be listed in accordance with UL 2034. Air sealing shall be provided between the garage - Insulation S V h +^ � Garage Separation air barrier caulkin o and conditioned spaces. Combination Alarms. i ria,:; closed cell spray g , ! +`o +`0 'v 'J Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal - Plumbing Riser Combination carbon monoxide/smoke alarms shall be an acceptable <.:U�:<••%:r,-� foam insulation , i `� existing exterior ` ' see insulation wall insulation Recessed lighting alternative to carbon monoxide alarms. Combination carbon monoxide/ ; : ( thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. <• :_ schedule) i to remain smoke alarms shall be listed in accordance with UL 2034 and UL 217. typical floor Batt insulation shall be cut neatly to fit around wiring and plumbing (see insulation sch.) Y insulation assembly f , continuous) vented soffit continuously vented soffit Plumbing and wiring in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. typical exterior wall Project: Job No. typical siding The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and insulation Shower/tub on exterior wall tubs shall se erate them from the showers and tubs. tubs shall be insulated. Zatcoff 1801 (see insulation schedule) existing siding P grade 1/2"CDX plywood sheathing Electrical/phone box on The air barrier shall be installed behind electrical or communication Scale : File Name : exterior walls boxes or air-sealed boxes shall be installed. As Noted 1801-Constrn A HVAC register boots HVAC register boots that penetrate building thermal envelope 9 Drawing No, . shall be sealed to the subfloor or drywall. Typical First Floor Typical Flat Ceiling Insulation Typical Vaulted Ceiling Insulation When required to be sealed, concealed fire sprinklers shall only be Rafter Splay Concealed Sprinklers sealed in a manner that is recommended by the manufacturer. Insulation Detail & Baffle Detail at Sp ay & Baffle Detail at Rafter Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. 1 -1 /2" = 1 *-0" 1 -1/2" = 1 '-O" 1 -1/2" = 1 '-O" (2)2"x6"Treated Sill Plate Michael B D AB AD Coated Copper Termite Shield Macrina NOTE TO CONTRACTOR: Sill Seal Insulation " Arch itect 40 65-2 �- FLOOR JOISTS Anchor Bolts �,;;'. " " " " See typical foundation notes __-� (see Anchor Bolt Dtl.) on Sheet G-1 (2)2"x6"nailing plate -- ° ii :v °'il ❑ ' h.C., A.I.A. 4-2 14-7 15-9 25-11 4-9 Slab on Graded; I I 00 Top of Beam A I align with top - (see plan) JJ » of foundation d ----------footing -to be a min. o--------e ow grade------------- coo. 0 --------------- ------- PRE-DRILL TOP&BOTTOM FLANGE j for 1/4"dia. BOLTS at 24"o.c. _�I ❑ 1 ----------------------------------------------------- ---------- I I I Sta ered each side of Web. = 1 99 I 1 °O I Secure Top of Columns w/ 8"thick Poured Concrete o.. 8" 2" i Top of Wall I (2)5%"dia.x 2"bolts Foundation Wall ° I \ I Down 4" 1 I a 16" ; Steel Girder(see plan) ❑ I___ _ :r•.„: top I r i I Provide 2"x4" Key of ledge I i Unexcavated C ° Fill &Tamp in for a 4”P.C. v I i 8 HHS 4"0 x 1/4"Steel slab above over compacted i I Pipe Column o ;.,.,.; Clean Sand to 95% Relative Density i = _ (2)#4 Rebar 0� o0 21 Main Street ----- - -z------- 1 I I ' " - - - 0 -.. 0 o.' Stony Brook, N.Y. 11790 Ledge Detail I , , I I . J I i = in tee Girder Detail Compacted" phone (631) 686-6585 1 I step up �� I ' i n ce 11 a r Clean Fill fax (631) 686-6786 footing 1 ` i „ 8" 3" 16" below min. email MMacrina@optonline.net /8 15'-1" 8" ; 24,_7>, I 1 8 grade web MMArchitectpc.com 1 a Typical Garage These plans are an instrument of service and are kvi the exclusive property of the architect. 1 Infringements of the concepts and design ideas ------------------------ 1 step up footing up 1 _ _____________ J 1 , , resented on these drawings shall be prosecuted 1 1 to a min. of 36' i , Foundation Wall to the fullest extent of the law. Copyight 2017: g I Michael Macrina Architect. All rights reserved, no 1 below rade , „ part of the plans may be reproduced without the _0 I 2'wide r tall I 1 1 = 1 '—o" expressed written consent of the architect.00 I r------------------------------------------ led a for slab 36 1 a 12 1 �, 20"wid 10"tall footin ►-- Top of Wall trea 1 ------------------- �- - --------g --�� a / 1"nosing i---------- ° ---- u --- ° Down 24" '• a +/+ S?I Plate treated I io Timbers rand rim joist .1 i 1 -I ' ° ° • ° - , / R with 2"x4"cripple studs at `n I 3B I Rebar C , 1 = a f- - �l a I i E concrete C r x each Tread ° omit Coppe 16 oc ov r sill plate where 2 0 = , I= --r landing i Termite Shield joists are parallel to wall �I = I '` N 20 wide x 10' tall footing 1 36 i --_ I above _ iv -----____-- -----------------------�J --- -- -- --------� oo x• Sill Seal Insulation D . .. ° ° ° • Rebar Anchor Bolts °� r° 4----------------- .L--� ° •e -00 _ ° :Q +/ ' d (see Anchor Bolt Dtl.)30oo -7 24'-1" I I 1 + its 0 3 1 ° 1 -0 ___` I ------------------h m . rZ 3B 4 ^���" �' ' i I +a/ 8"thick Poured Concrete iF 0_ I I 2 D '> ' -? 6, , -------T i. Foundation Wall U- m C = I 1 3 I ' -' o ° oo To of Wall Asphalt Damproofg ° , _ o C: ca - = m °' 36"tall , I p 12" o Cl) N I handrail ' I 1 Cellar Stair Cellar Stair To Grade ° 00 c i I '� �, 3My ° bo `_' °° I I Down 4 Do , I i I -, i to code I , I o Eo v , I 'a� v F- , , I , I I 87' 1 Base Detail Tread Detail co Provide2"x4" Key � N „ � � I 18„ _ = 1/2"Premolded Filler ° Date 0 1 12-8 1 10'-10 11 -2 1" 3�� ' ° r " Cl At Perimeter of Slab o = 1 -9'-81- 10'-33" ° 4-4 I I I = 1 '-O" 1 " = 1 '-O" 3/26/18 Issued for Construction 1 10" 4 4 8"wide x 1 , a iY I o of column of column typical footings f column �4"deep x I I N ' 1 cO '� typical footings r r (see detail F- 12"tall I ° ' 1 Cellar Slab�o y: �:•. ; 3 rn ° (see detail t'; same sheet) t brm. pocket I 1 (see plan) ° o.. _ v; o 3 1 same sheet ) W12x35 _ I 1 I •o o O = of 1 2 #4 Rebar °O �:, ; o 0, .° i 1 - _ - - low girder t - - - HHUS410 r �a (2)14'x11'/$' i I I i floor 6'-0" o.c. 6" min. ` joist hanger �vl flush header I 1 , 1 j 12 max. ( ) oists a .� 3 o I r J " I 5'-0" i exterior wall - - m ° o i U N o. 11 1 each side g-g I " 1„ I ' �— 4"�F716" I 3 ° I stair opening 10'-62 o , , -'-\ 1 i o TYPICAL TYPICAL X Compacted o r I SPACING CORNERS ° Clean Fill -o To of ier -; S.D. �� - - - I 1 , , 55 gallon plastic E' " , I 1 drywell under slab 3 Unfinished 1 �," , 10.-1 ;�, 1 " , I 1 i= 1 i C C.M. 36"tall I _ 48„ u, 2 „ 36'x80", 18 " Typical ° , co U to code 1 " landing , , I Timber strand _ c I �i F fire protection of H (2)13"x117/"Ivl handrail I p i 3 7 11 1 -------- ; rim joist 'Simpson'BPS%-3 ° 1 = Cellar I M zo tai - r- o a i ' (3)14 x11/ hot-di ed alv. Foundation Wall No. Date Description N aEi N i ' a' see sheet G-2 cfl flush beam , 6R(10"T) Up 1 R Ivl flush beam i t °' pp gP °' ' ' floor assembly I _ E i ° r------------ 3..sq. Washers& I ( ) 10- I 2"x 4 cripple End Nut Setup .. ° 114" /8„ t8'-0' m �v/ I I t „ " i�o u7 ' I stud 1 = 1 -O' 1 Clg. typical-----__ 5- 3-6 I ' install ice and watershield Project I „I = J ;n I Timber strand rim joist underlayment over wall as ;r, 8 1 footingsN 13 'r I I _ ' i with 2"x4"cripple studs at shown prior to slab pour I see detail I I l landing �, I 1 a I ( ) I i I I 16"oc over sill plate where (2)2"x6"treated sill plate Proposed 1 = same sheet 4"x80' i i i I 1 ' joists are parallel to wall 8R 10' T 1 p see Found'n Wall Dtl. 00o I r ' -1--1--L-�-- .t- -) ------- --- ------------- -------� I ( ) floor joist 1 r: I r I (see detail same sheet °' poured concrete -----' --� I r L J I - - _ _ W12x35 _ _ - _ , ° 1 ) 5/8 dia - E (see p a slab(see plan) Residence 1 -- - ° ° foundation .Anchor Bolts ;� (s I n) low girder r ;. 8' wide x I ------------------------- .. 4"deep x 1 i- -�- -- ° i o ° wall m (2)2"x6"treated To of ier 12"tall 1 Sill Plate ' ' bm. pocket I I 1 poured concrete n. of Icolumn 1 of column p sill plate location , foundation wall Parallel " 10-10" 1 1 I Coated Copper For ' 2'I 10'-10 10>-10" I ' " ' step u footing u T . Anchor Bolt I t D l 1 6 $ " 8' p p g p Rim Detail t . Termite Shield ' 1 42" 22" I 32'-6" 1 19-8 I ' to a min. of 36" � 1 1 I I below grade y " r Sill Seal Insulation iI .. , II; � •• � ° E i I I i Not To Scale Not To Scale Anchor Bolts I a) o I I 1 (see Anchor Bolt Dtl. It I r-1N n I I J ) Adam a �1 �I CELLAR SLAB ;�, , I r , 11 _ I I u7 1 1 -) I I I o > 4" Poured Concrete Slab ' ' i Top of 11"1/all ' 1 !,,. ... I i i �., ° over 6 mil. polythelyne vapor i ' Down 210" 1 3A (6") „ ' I N I I E > � laz I I „ E -' _ retarder(lap joints as required) i I I I 8 3B g 4 2 t . anchor bol & Shira A5.1 I � � I A5.1 �I 3 �1 3 on a 4"base course of I � GARAGE SLAB � I yp t 1 1 I `m a, compacted sand to 95% i 1 1 I 12" (2)Continuous#4 Rebar (7"embedment) 1 �I 1-® v I 1 - Asphalt Damproofg =.N i ' 3A 1 1 3A �I Relative Density. I , 4 Thick Poured Concrete Slab , 1 I d o Above Window o,.�' "' I "' Install a 1/2"Premolded i p ) I p To Grade I I I 1 (3,500 psi)w/6x6#10 Welded Wire I to of wall ° Zatcoff N I Expansion Joint at Perimeter. I i Mesh Lapped min. of one full mesh & i 1 _ (0'-0") ni 1 I { 3A II I wired together at 48"oc over 4'thick 1 i = p o v - = v I I -'•" _ o poured concrete 1 ' N - I base course consisting of clean sand, I ��-.i, window - ' °' I 1 __ �__---_____ _____________ _j I g I , (?)#4 500 Four Winds Court 1 ---- ------------------ ---- --- -- ----- - --------- ----- I = — - foundation wall 0 00 1 1 ° ° 1 gravel, or crushed stone. I o 1 ° ° i Pitch Slab Toward Doors i Q' : . rebar Southold, NY -------- ----- ---------------------- --------------------------- 1 _ --- - ----- 1 1 2", 2 I I , r-- 1 ° I a mm. of 118 per foot. 1 i : : . . 4- C14 a o, 10"x o peer _ _ - I = ' I (1)6'-0" Lon ° Town of Southold 1 I 2"wide x 4"tall I� - b 1 I ,n I ( ) g v = ' I 3A on footing 1 1 3 0 112 Premolded Filler 1 ledge for slab 20" I I AL- II �. �- '.;:- #4 Rebar Each a „ 1 15-10" 15-8" 1 0 „ _ 1 i �' 4 1 I 4 / \ bottom corner At Perimeter of Slab Suffolk County I Fill &Tamp in for a 4 P.C. I 1 I of Window SectionThru 1 i Unexcavated slab above over compacted i ;� I i 1 Elevation of Window Window Header °o '-` Clean Sand to 95% Relative Density i i i Provide 2"x4" Key Drawn By: ' S'-4" 33'-2" 1 I „ 1 I Typical Basement AIR?C. ,�I " I o o M.P. A. `•p )• � 8 1 g 8 , a 8 1 j'® = Cellar Slab- �o; ti� �� t �' IN II see Ian -- `^°p (� I 1 I I ' N Window Detail •, Checked By : 1/� 3,t "„ �' -� jL-------- ------------------------------------ oo — ---------------------- -----J I I •o = O t� yiy(`C' 1(F, m , a0 M.A.M * Ci �4 A I I Not To Scale A5.1 1- ----------- ------------------------ - C:) -----n i r---o �- - i 1 i A5.1 (2)#4 Rebar s Top of Wall N i L J i �, Top of Wall 1 i Compacted �y�F �31Y$ y� F- 4 Down 20" 1 ' Clean Fill „ %O7 �ti 6,:� 2., Down 4 L------------------- --------� I 1 r 3A (16 ) ... 0O I I 1 i stepu I ° TYPICAL 3B. 20 Sheet Title : �.!` _ = top = i foting ; ; FOOTING & COLUMNS Foundation Wall ` of ledge g � i ° 4 i 4 3-1/2" 0 Steel Column 1 " = 1 •—o'• Foundation Plan I � I I I i on 36"x36"x12" deep (unless noted otherwise) - Details 1 To of Found'n Led a Detail i _ 1 i a = Poured Concrete,Footing wall (o'—o") 9 1 O I L------------------- — ---------------------'-------� w/#4 rebars at 7 oc E.W. 1 • ° To I ° ° d _-- " (4) 5/8"dia. bolts 3-1/2"dia. steel column Finish Grade p of Slab footing to be a min. of 36" below grade LEGEND : 6x6 steel baseplate 4"thick P.C. slab N Project: Job No. 10-11" 11'-3�" �I1 Foundation Wall --------------- 39'-2" 21'-0'> On Footing Haunch Slab :� atco 1801 top of wall (0'-0") --------------- Scale . . ------- ------- File Name : ' F 60'-2" Lower Top of Wall or �, Found'n Wall As Noted 1801-Constrn A (see plan) ------- ------- Drawing No. Poured Concrete Slab E d e Detail Foundation Plan B Footing FE, see plan g A5.1 (4)#4 rebars at 10"oc 1/4" = 1 '-10'• Detail Symbol �►- -® each way 3/4" = 1 '-O" 1 105 plan north Indicates a solid post and 'Simpson' 13 STHD14 holdown embedded in foundation (see detail H-1, sheet A 6.1) 6" B D unless noted i c a e l A5.1 A5.1 otherwise on plan First FIOOC ' Window Schedule: Macrina 4-2 56-0 l windows and xterior doors are to be 30'-7" 25'-5" / 'Andersen'sen'400-Seees with the following specifications: Architect , LoE insulated glass 7'-3�" 15'-3�" » » 11'-2 " 8'-21" P.C. A.I.A. 2 2 8-0 6-0 -Exterior color to be selected of door and windows of windows and sink -pre-painted pine interior of post and of doors and _____________ _ -insect screens bedroom windows step -standard hardware a - - ------ - (finish to be selected) step __� __ _____ ______________ _ Full Divided Lights - ---------------�=� -------- _ _____ ----- -- ---- °O -Permanent exterior grilles ----I-------------------------- - Typ. Door Jamb Detail ------------- -Permanent Interior grilles 1 1 I -Spacer bar between glass of column 3" 5 12'-3 " 12'-3 ' 5 I " Model# Quantity Remarks ` I TW210410 I j » i i i 8» ! - 101 g egress 8 1 24'-7" 1 1 ; 102 TW2032 1 tempered glass 21 Main Street 1 i i j o Stony Brook, N.Y. 11790 O TW2432 Rear i i j = I Saddle to be Door 103 3 phone (631) 686-6585 1 -i I I i ;r, o selected Max. slope of 1:2 >< Covered I I to fax (631) 686-6786 Porch i i 0 Tile Flr. 0 104 TW21032 1 p g email MMacrina@optonline.net 1 1 SubFlr. tempered lass a web MMArchitectpc.com I Wood Flr. A31 I I I . ` 105 2 These Ions are an instrument of service and are P ` I 1 I mud base the exclusive property of the architect. step I I Infringements of the concepts and design ideas ------------------------------------------ -------------- -------------- I 1 FWOD33611 S presented on these drawings shall be prosecuted = I rt O tempered lass ' N step I 1 1 I I � - =\� .. - -�->- 106 4 P g to the fullest extent of the law. Copyright 2017: ________ ________________' ___________________ I I I I Michael Macrina Architect. All rights reserved, no 1 I ' A2 2 I I Blocking part of the plans may be reproduced without the I i I I T . 107 FWOD64611APLR 1 tempered glass expressed written consent of the architect. Saddle Detail 2 o i i •`" 106 108 106 103 103 103 i i 4'-9» Typ . FWOD33611AR I `o 1 tempered glass TW2CD '- °' = dn. 5" Q 109 10410 1 tempered glass C ' C M N d.w. sink concrete A5.1 I 101 r 101 106 a 107 106 pack wall out 1 ----------- -- -- ------------------ - landing A5.1 far cal. Kitchen �_. A2.2 _ „ 5 » 14.11 '-'N 5 5_ 1/2"Gyp. Board Casing to be selected PLAN REFERENCE NOTES 13'-8" 16'-0" 2 11'-0" `�' 8'-0" 3'-6" (typical) 1/4"reveal Custom Shower with: (typical) El -Custom tempered e. •=-�(.1 A2 2 1 8'-0"x4'-0" b 36"wide -Shower t s enclosure. Bedroom #1 - o island -I stove 1 "` - howersea (16"tall x 16 de i 24 'o I I j oven 1 1"x Flat Poplar Tile over thinset mortar over e VVHA to be painted ,a 1 1 O Schluter-Kerdi DS waterproofing membrane over 9''1 Living I I - - ----------- --------- N Shim`� � � � � �� = S ace thin set mortar over Schluter-Kerdi CIg. i = counter overhang �T -- 'i' p g S.D. Room 0 `0 9,_1„ N a, pre-sloped shower tray over Date _ / thinset mortar over plywood subfloor to be 48"wide re-fab a�ii Clg• �� 2'-2' 2' _ - _ - _ i installed by manufactures specifications 3/26/18 Issued for Construction p = 3 1„ 3 " 1„ = gas fireplace to N i = D % or other approved waterproof pan system 6'-0" 32� 25" 141" 2 3'-6" be vented and ;� i 1„ " o = ��'�� gOpening see detail, same sheet 1 A5.1 Rough ( ) 109 _ installed as per I g 1 � _ 7- (see plan) -triple 2"x4"curb o manufacturers i 2� 2'-2" /2 6'-7" 37" 36"N �' -Secure the water supply riser from the shower + ,� x specifications open to 1 cabinet o1 g�+ cp o I 36"tall to cabinet cabinet c ; o, valve to the shower head to the permanent structure. �, bove Typ. Cased Opening MI. N _ Cl)°' railing -_ Pantry -Shower to be equipped w/ H dimension ontof i �� to code Wall oven 30"x87" �M- 3" = 1 '-O'• -Surround balance control valves. L M F 36' ref. ________ P linen 36 tall Surround to be file over 1/2'."cement bd. 3 ~ closet N G❑ I ``'� - - -°=- guardrail to o°' � fireplace enclosure I -, - ----- landing c = 4>�` Hall o with contractor i I 31m 32"x84" 5 " be selected ❑B Bathtub to be selected with: + i I 5' 0" 48" 3'-2' 7'-0" 3 n S.D. io I I \ 1 _ o , -30"x60"tub to be selected ° c Bathrm. #1 $��� o ; � � p ; landing 32" L undry 104 -Curtain Rod No. Date Description _ o i } or ';, -' �� --- -------------- ------J = I ( U 1 R 30"x84"3/4 hr OOEIFfl P") m = -Secure the water supply riser from _ fire rated o Project -- P the shower valve to the shower head = 1 i � � line of floor above �,�, I � toile.?_ Tile Floor I 32\ 52 ' ' » door with Clg ^ to the permanent structure. 1 - 4'-7" 3'-6" 1 20'-5" 5' '10'" 42" self closer = 3"dia. - fi0" a, Shower to beequipped w/ waste "'' r, .: - ------ -' pressure balance ntrol valves. CL stack o �i i� o g ��' o Do' landing YTLS OP w.m. dryer vent dryer P Proposed A O : ::M : _ bnd a k to exterior -Surround to be tile over 1/2 cement bd. Residence `D d `-° = � U0 cii I o ro = above ;�, �N 30"x84" ;15R(10"T) gR 10"T =0 00 L i \ I"' cased opening � ( ) 30"wide x 24"deep x 36"tall O ------ - vanity o line of floor above » » ; step � with 1"filler CL -----1 4'-5 36"x87 4-5" - - ------- 3 I 1 .=,N ` tis,.r waste step counter top to be selected by owner a I 5-" 181" _ r.o. stacks 2 2 -1N S.D. toilet ;� For = N o �' �' I 1 - open to above `:__- 1 = 48"wide x 24"deep x 36"tall vanity CD D ) `i' above `r' C with 1"filler '3 '3 , 1 1 101 LO � 1 1 CO L � � Fire r,� ,� � LID counter top to be selected by owner par�t><o�t � � _ Dining required �; 60"wide x 24"dee x 36"tall vanity I I m m I I o °o i i SI i - p y C14 I I I I C I I as EAdam N I I I Study Y I I = I I = Room NYS Code countertlop to be selected by owner 0 -- I I iV O V I I O Foyer a l I o , - i i 9'-1° ai i N a l I o 9-1 N I o CI 'v a) I 1 Clg. t_-_ o I = I I . ao 1 I I 1 ; ',. toilet _ (5) 14"deep wood shelves to be painted Q� N �� E I E x l I v l I !� (D F V� Shira 1 I _ 0 1 1 1 1 above o p, space shelves equally orn A5.1 1 I 1" A5.1 Lo o 1 1 51"1 I 1" o a o 8" ' » 52 » 5 g'-11' 2 5� » 5 -' rn » 0 5-6 11 -8 2 11 -10 20-1 o G , , 1 1 -------------------------------------------------- -- a, rn andlmetalrod set 2"belowow shelf finished floor Zatcoff 00 ------------ --- - ------------------- - rn 0 3: _ _21 I o 7,Z0, beam above = a r I 1 x (see sheet A2.3) 500 Four Winds Court o i i in Zo dn. 5" �' inN cr° o FLOOR PLAN LEGEND: Southold, NY CL I I I I 101 101 101 101 Thrlee-Car o Front � HOLD DOWN CONNECTION— Q Town of Southold N� j = Covered Garage o & STRUCTURAL POST Suffolk County Porch 1 `o ~ "' STRUCTURAL POST 1 ' a` (see plan for size) Drawn By: �yED AR 1 I 39'-2" ^ o a� „ 1 I porch floor framing -� Cy 8 1 i 24" 1» Exterior Caulking (typ.) TALLER / LOWER WALL = or �; M.P. ti� ��, A•!��`}'C`rt� o' i 1 13'-9" 24"— T8-92 CD i I 5/4"x 4" Exterior Trim Board TYPICAL H EIGHT WALLS Checked By: '� t ' 1 I I cut to size -- ----------------------------------- -- --- - --------------- - M.A.M .... g S F. ----------_ - ------------ - -- T \J -- - --------_------ - ___ ypcal Exterior ABOVE BFLOOR A. .F A _ _ -- ----- _-- -- -- -- ----------------------------------------------------------- I I = I' I ----------- ------------------------------- --- -------- , o A j 6 T i n SU A5.1 �I o 00 I I oo N I I A5.1 Exterior Cover window flange with SOFFIT WALL CABI NET 9=-/, I '�} 31�S, -------------- - Garage Drrywall Note: = o `0 Side soft flashingO .ABOV ABOVE ----------------------- ------------ _______ Install one layer o1f5/8" type-x gypsum -0 o line of sill below -o ! step wallboard to all colmmon walls in garage o DETAILED SECTION X I Sheet Title : ).j 3 N step & entire garage ceiling & one layer of X � -- --------------------- -----------'- ----p- - 1/2"type-x gypsum wallboard at all interior -� First Floor` P I a n 101 house walls common to the garage. 3 L o ' : ;>.?�� TECO = INSTALL SIMPSON STRONG Tape & 3 coats spackle Zo o " C° `O TIE JOIST HANGER -Window Schedule 8" 4'-44" 4'-44" 'i' Wrap structure with soft flashing prior to -Details 10'-1i" 11'-3 " EXHAUST FAN EF 17-g" N N window installation po ch floor from ng porch floor framing porch floor framing � (min. 100 cfm) 101 101 Notes Project: Job No. of window of window of doors, foyer of window of window line of stool below Zatcoff 1801 and portico 105 105 Drywall 1. See sheet G-2 for insulation specifications. 1» 1» , �» of windows of windows � Scale : File Name First Floor P'I a n 3'-3� 7-44 7-54 -0" 2'-11" 6'-0" -0" 6'-0" Interior 1"x6"Poplar Flat Trim Board 2. Install all smoke detectors throughout home As Noted 1801-Constrn A Side Drawing No. 1/4-" _ •-o•' as required by the 2015 IRC,, sect. R314 and 2'-0" 33'-0" 21'-0" 5'-0" Typical Stud noted on sheet G-2. 3. Install all carbon monoxide dletectors throughout 4'-2" 56'-0" Pocket Detail home as required by the 20115 IFC, sect. 915 and plan north g noted on sheet G-2. A5.1 3" = 1 •-O" Fastening Requirements on 1 c�,,� � � Braced Wall Panels as per First Flr. Level Braced Wall Panel Calculation Table R602.10.4 of the 2015 I.R.C. Schedule as per 2015 IRC, section 602.10 Macrina Method CS-WSP: Braced Wall Line Code Arch itect , As per table R602.3(3)exterior sheathing attached with 8d common nails Section A B C D 1 2 3 (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field. Bracing Method table CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP PFH -"- " "" "" D Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized 602.10.4 ❑ P.C. A.I.A. A5.1 roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. Min. Panel Length table 27" 27" 48 27" 27" 27" 16" d (see details,this sheet) 602.10.5 ------------------------------- --------- Method GB: Braced Wall Line Spacing per 24' 6' 24' 24' 29' 29' 19' ❑ ----------- -- - - - -- -- - - - ------------- Fasteners as per table R702.3.5 at 8"oc at the edge and in the field for nails, plan (3)1%"�Yi'M low porch beam_ 1 16"oc for screws. Nails to be 13 a. 1-3/8"Ion 19/64"head, 0.098"dia., Required Bracing Length table 6.0' 51 21.9' 10.6' 13.0' 7.0' 9.0' ---- -- -_--------- - g g 602.10.3(1) (int.) (int.) (int.) --------- -_�_ ---------- - ______________= 1-1/4"long annular-ringed, 5d coolers or gypsum board nails 0.086"dia. x 10" Dia. HB&G Fiberglass Load - - _____- __ ------------- ---------- 1-5/8"long 9/32"head.Screws to be 1-5/8"type W or S. table ❑ 1 Bearing columns to be selected ' I I - I I Install all strapping from I I I I Wind Adjustment Factors 602.10.3(2) I Method PFH: See detail (figure R602.10.6.2) same sheet beam above down to pier. ! I I I I I (see sheet A6.1) 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I I I I I I 2. Roof eave to ridge height 1.0 1.13 1.13 1.13 1.13 1.13 1.13 P g g I ( I Braced Wall Panel Legend : E E 3. Wall height 1.0 0.95 0.95 0.95 0.95 0.95 0.95 21 Main Street I i Iii ! 4. Number of BWL per directior 1.30 1.30 1.30 1.30 1.30 1.30 1.30 s 1 I Stony Brook, N.Y. 11790 ��-5'-21" ►� Indicates spacing between braced wall lines 5. Additional holddowns n/a n/a n/a n/a n/a n/a n/a FL 21 CL o I I 2 phone (631)686-6585 °' 3 i 1 i j 6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a fax (631) 686-6786 B Rear s_ I 1 cV I U Covered ? i --1 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a n/a email MMacrina@optonline.net Porch Ni I 1 - - - Indicates braced wall lines web MMArchitectpc.com I 1 I m average adjustment factor 1.0 1.1 1.1 1.1 1.0 1.1 1.1 These plans are an instrument of service and are I I the exclusive property of the architect. _ J Infringements of the concepts and design ideas - presented on these drawings shall be prosecuted `° ..l I _ _ - _ _ - _ _ Indicates braced wall panel Adjusted Braced Wall Length 6.0' 5.5' 24' 11.7' 14.3' 7.7' 9.9' to the fullest extent of the law. Copyright 2017: Michael Macrina Architect. All rights reserved, no I 1 I I 1 1 part of theP lans may be reproduced without the 4.0'Wide B.W.P I I ' Bracing Length Provided 8.0' 11.0' 25.0' 17.8' 21.0' 8.0' 16.0' expressed written consent of the architect. ------------------------------------------------------------------------------- J I 1 2.5'wide B.W.P single 2x6" method CS-WSPI I ! B.W.P. braced wall panel 32"dia. steel column on i I i method CS-WSP jack stud 2"x10"ledger each side , I Compliance ass/fail 4"x`12" base late secured I I along this wall for P I (I, (4)2 x6' post 9 P (P ) pass pass pass pass pass pass pass with 2 5"dia. bolts down C.J. attachment I I Interior Bearing wall O e I 1 I (4)2"x6"post (2)2"x6" to foundation I Continu s(3) 1%4'x11 Z" Ivl hdr. _ _ Continuous 3 12"x 9'-" Ivl header_ _ _ _ 1 I ® Indicates a solid post and 'Simpson' full-height blocking continuous along length post - - - - - - STHD14 holdown embedded in foundation of braced wall panel 4.0'wide B.W.P 5.0'wide B.W.P i 27"wide B.W.P Q (2)2"x6" (see detail H-1, sheet A 6.1) continuous rim C method CS-WSP method CS-WSP; method PFH (2)2"x6" (3)2"x6" j or band joist post jack stud - -' ---- -- --- -posts- 6.0 wide B.W.P o 0 C l A5.1 p 1 I method CS-WSP A5.1 perpendicular framing IN Continuous(3)2 x10 hdr. _ ,L_ _ _ _ _ _ each side I o ID J I 3 7.. i _I 8d at 6"o.c.along 8d at 6"o.c.along (2)2"x6„ Continuous(3) 1/4 x11 s IVI hdr. Iri 00 n1 I - - - > braced wall panelbraced wall panel - - - - - post (3)2x6 / 4o D I >m fill jack stud cn \ each sid/ E i ; A5.1 I � r braced wall panel braced wall panel 2"x6"cripple stud blocking00 I I j N�I j "- T ]cal exterior wall .0 i ^ ro 3 4--Typical 3-16d at 16"o.c.along16d at 16"o.c.along at 16 O Over Wall / i _ x Kitchen I M v COnStrUCtlOn braced wall panel braced wall panel M Zp �� Living I Z , M�� 8.0'wide B.W.P I ao I ° _ 1 8 OO perpendicular framing Date method CS-WSP I Bedroom #1 Room co; I ------------------------------------ - �., i ; � is second floor level \ o I ; l/ continuous rim full-height blocking 3/26/18 Issued for Construction I �I I v m � '�" "" i or band joist continuous along length �I 1 of braced walll panel 00, open to FIGURE R602.10.8(1) t P ' above i space first floor BRACED WALL PANEL CONNECTION WHEN timberstrand rim joist o x 1 1 joist 16 from j PERPENDICULAR TO FLOOR / CEILING FRAMING a U \ I � o ,, outside face of (2)2"x10 ' I i of stud wall to allow ti. I (2)2"x10" Pantry U for insulations ace 2"x4"cripple studs addition framing _ _ al m ., / \ sim son I O header ------- ----- o m p 2 2"x 0"hdr. header at 16"oc member directly above 2 2"x4' (2)2 x4 I 3 2"x4' o _____ __-____ HU412 j01St I 7 post (4)' 4 r continuous rim braced wall panel full-height blocking _I � p - ------ _ m // ac s 6 =___ --- jack stud = P -- -- N� 2x4 cripple studs over j / \ hanger � (2)1 4x11/a flush beam - or end joist at 16"o.c.along parallel walls with timberstrand \ i braced wall panel rn I I toe-nail 3-8d nails at c rim joist(see detail) I I 8d at 6"o.c.along 8d at 6"o.c.along each blocking member No. Date Description p I s braced wall panel braced wall panel I •� sim sono I � P Q o I U410 s Ir e,in " (2)2"x6"post I joist s I p Laundry I _ �' 16 Project iw Bathroom #1 l each side 1 I hanger I unless noted braced wall panel braced wall panel braced wall panel ---------------------------------------- ��� Room N otherwise on - 1 _ 5.0'wide B.W.P of I x 1 �E-2'W"cripple studs over framing plan 3 16d at 16"o.c.along 3-16d at each Proposed method CS-WS xl I 11�/"TJI-360 F.J. I � I ; 1 I parallel walls with timberstrand 3-16d at 16"o.c.along braced wall panel blocking member r- I i n joist(see detail same sheet) braced wall panel Residence Nj11L at 16"oc(18'length) I m Typical Parallel Floor Joists to v l (4)2"x6"post I I ° I o teco to flush beam (3)2"x10" I; 1 I \ -D- ----- ------ I c y p TcCorend 2-16d nails each side i E ntinuous rim' _ _ � additional framing _ _ _ _ _ _ _ _ _ _ _ - joist_ header- - - ----- _-, -------------------- - -- ----- braced wa p nel braced a panel ------ ---- o xterior WaII Framing DetaiImember ab full height blocking j -------- --------- 5. wall alongFor / 5 wide B W P a ------ / I method CS-WSP o .. - .. 1 install blocking I 1 -1/2 - o FIGURE R602.10.8(2) 1 11.0'wide B.W.P between each joist 4.0'wide B.W.P 31"dia. steel 4.0'wide B.W.P 7.0'wide B.W.P () i i method CS-WSP as per manufacturer's / method CS-WSP column method CS-WSP (3)2"x10"header method CS-WSP 1 ;� do U BRACED WALL PANEL CONNECTION WHEN I I o specifications at all , �-� � PARALLEL TO FLOOR / CEILING FRAMING - - i 1 - c bearing walls down to girder - -0 - - 1 N \Foyer belowAdam \-321"dia.steel m column on I I I I I I m 1 I 2'x6 ledger I I 11 c ti Three-Car 4"x12"base late I Jtudy 0 o c p -' 1 I along this w II for LZ 1 I I open to I I �O - m°' Garage a) I secured �► 1 1 1 C.J. attach ent I c 1 1 P I I ' Dining M N 8c Shira I I I I above I I r- m I 1 M I I I I -- c, to foundation with I I Room I- o I 2 dia. rn E I I I E H v I I I I CO O 8.. m I I o 1 I I l x I bolts each side extent of header with double portal frames(two braced wall panels) J a A5.1 1 1 1 I A5.1 1 1 I I o - 7"x 52' versallam cel Zatcoff N � i i 2"x6"C.J. / \ post down to sill plate I extent of header with single portal -0 I i (4) 13"x 20"IVI flush beam - SIN m ] at 16"oc(6'I ngth) frame(one braced wall panel) -------------------4------------------- ----------- N 500 Four Winds Court --------------------------------------- ----------- I 2'-18'finished width of opening CD�, under wall above fasten beam with oo for single or double portal _I n 3 I I / I two rows of 6" long SDS at 12"oc 12" 1 pony wall Southold, NY 0 I I ' from top and bottom on each face of beam , 2 1 18.0'wide B. .P I (3)2"x10" hdr. 3 2"x10"hdr. (3)2"x10"hdr. (3)2"x10"hdr. m height min.3"x11/"net header steel header ]method CS- SP _ _ _ _ _ _ _ I Q prohibited if Y2"spacer is used,place on back-side of header Town of Southold x I I T 4 2 tension strapper table I I \ p"p R602.10.6.4 _ I I 2.5'wide B.W.P 3 2"x6" I o c (on opposite side of sheathing) Suffolk County I 1 I 3.0'wide B.W.P t method CS-WSP O 2.5'wide B.W.P 3.0'wide B.W.P I _ r I m fasten king stud to method CS-WSP rn jack stud method CS-WSP method CS-WSP I d a' if needed,panel splice edges header with 6 16d 7 N fasten sheathing to header with 8D sinkers Drawn B m 2'x6'ledger I 11/a TJI-560 F.J. I common or galvanized box nails in shall occur over and be nailed Y i' ED A/� O\o o along this wall for 5.0'wide B.W.P 3 c t 3"grid pattern as shown .� b �5►J J �j - to common blocking over and �F C C` /I at 16"oc(22'length) c be nailed to common blocking M.P. A.,P ,�• +� �< C.J. attachment Covered within the middle 24"of the fasten top plate to 11 I x �Icv o o E rn header to jack-stud strap per table +1' C method CS-WSPtwo r7 0opening ortal-le height.One row of of 16d sinker at Checked B I I rl.i rows iv - c-0 iv 9 P 9 9 3„o.c. Q m Porch °' R602.10.6.4 on both sides of w f A ftf�� .{ II I m - rn opposite side of sheathin 3"o.c.nailing is required Y I 1 /'�� I „ „ I® co in each panel edge tyP• 0 3 ' I I I (3)2'x6" min.double 2x4 framing covered with min. typical portal frame construction M.A.M it 11•IE-rf .. I I 1 post X 9 tYP P I ] f beam o %"thick wood structural panel sheathing with 8D -- -- ---------- --------------------- -- (3)2"x10"flush beam -- ----------------------- (4)2"x6"post I® 2.0'wide B.W.P /4" X _ common or galvanized box nails at 3"o.c.in all ;i min.%"wood ` ,,b3 $6 Q" - - - - - - - - - - method PFH - framing( u blocking,and sills)typ min.double 2x4 post(kin and panel1 y yD me O o 9 structural A _- --- ---_----_- -- -- ------------------- --- E r n (studs,b n a Is jack stud.number ------------------ Note to Contractor A 5 1 j ) sheathingF -- ------ ---------- ----- -------------r-- --- --- - - -- -- ------- -- -- - ---_, I I I I - min.length of panel per table R602.10.5 per table R602.7(1)and(2). A5.1 I 3 13"x 91"Ivl low porch beam I ' 3 13"x 91"Ivl low porch beam Floor joists over garage A5.1 ------------ are to be 560 series as noted a 2 Po _ _ _ a 2 PO � I min. 2 35001b strap-type hold downs(embedded ' ------ ---------- - ; a� into concrete and nilinto framing) Sheet Title --------------------- -------------------- --------- 10"Dia. HB&G Fiberglass Load I > I I min.reinforcing of foundation,one#4 bar top min.10001b hold-down device Bearing columns to be select(ed I-------------- ------ -__--____--_-______-__-______I rim .' and bottom of tooting.Lap bars 15"min. _ (embedded into concrete and First Floor Install all strapping from I I 2"x6"wall above I - nailed into framing) 1 ii t X 'aa =.- ------;------------------------- -------A-----'-m---r=- --- beam above down to pier. ----- - ---- _ ____ I o �_ I (see sheet A6.1) Q a a Structural Plan I 2'W"C.J. at N `' _I subfloor min.footing size under opening is 12"x12".A tumed r 16 oc(10 length) v I - - - I Ldown slab shall be permitted at door openings. Section I m pre-drill ] min.(1)%"diameter anchor bolt installed per section -Braced WaII Plan (3)2"X6" -CD web R403.1.6 with 2"x2"A/16"plate washer I I® post cn Front Elevation FIGURE R602.10.6.2 3.0'wide B.W.P I 0 _ _ - - _ _ _ _ __ I method CS-WSP ~� method PF.P METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS 1.® set steel beam Project: Job No. - - - - - (3)2"x10"hdr. (3)2"x10" hdr. -- - - - pack web tight to underside ) solid each of subfloor Zatcoff 1801 4.0'wide B.W.P �rrethod 4.0'wide B.W.P side - - Scale : File Name : method CS-WSP CS-WS _ As Noted 1801-Constrn A 4'-0" I 48'-0" 4'-0" blocking for offset I spacing between BWL 1-2 offset drywall Drawing No. : BWL 1 BWL2 Steel Beam Detail First Floor Structural Plan A51 . _ ._ k2 - 1 -1/2' 1 O 1/4" = 1 '-O" plan north 6" B D unless noted Michael A5.1 A5.1 otherwise on plan Second Floor 56'-0" Window Schedule: a C r'1 n a 30'-7" 25'-5" All windows and exterior doors are tope Architect , 'Andersen'400-Series with the following specifications: 6'-1 1" 16'-53" " 7'-51" 12'-43" 5'-63" -LoE insulated glass r ^w � 4 4 8-0 2 4 4 -Exterior color to be selected ❑ of post of windows of windows of post -pre-painted pine interior I P.C. A.I.A. P -insect screens a -standard hardware (finish to be selected) ❑ __________________________________ ________________________________________________________________ ________________________r__ .... ... Full Divided Lights -------------------------------------- ---------------------------------------------------------------- ------------------------}---� Typ. Door Jamb Detail -Permanent exterior grilles -Permanent Interior grilles -Spacer bar between glass 3" = 1 '-O" ❑ I 1 Model# Quantity Remarks ; 201 TMI0410 20 egress ; 202 TW2032 1 tempered glass 21 Main Street Stony Brook, N.Y. 11790 j Door 2 phone (631) 686-6585 Saddle to be 203 TW24410 fax (631)686-6786 selected Max. slope of 1:2 1 email MMacrina@optonline.net I Tile Fir. o SubFlr. 204 TW26310 attic window web MMArchitectpc.com E x These Ions are on instrument f service r Wood Fir. P I o s l e and are I _-=-_ -=- -- 1 the exclusive property of the architect. 205 TW2636 attic window Infringements of the concepts and design ideas 1 9 P 9 O ...:.:....::.:..:::.:............................. mud base presented on these drawings shall be prosecuted A2.2 ; l— to the fullest extent of the law. copyright 2017: Michael Macrino Architect. All rights reserved, no part of the plans may be reproduced without the 1 1 Blocking expressed written consent of the architect. A2.2 A2•2 201 201 201 201 201 T . Saddle Deta i I PLAN REFERENCE NOTES x 3" = 1 '-O" A� Custom Shower with: _ N -Custom tempered glass enclosure. '� 201 201 201 (/C2(1 3 -Shower seat(16"tall x 16"deep) D A2.2 0 -Tile over thinset mortar over 1----------- ----------( Ln A5.1 201 Schluter-Kerdi DS waterproofing membrane over thin set mortar over Schluter-Kerdi 30"x80' "' i i pre-sloped shower tray over C 51" 11'-3 " 31"1.0 '" 52, 5�„ 1 1 311" � 1�� 52" C 1/2"Gyp. Board Casing to be selected thinset mortar over plywood subfloor to be A5.1 2 16'-0' I 14'-0' i 10-22 A5.1 (typical) 1/4"reveal installed by manufactures specifications I �,� i i , (typical) or other approved waterproof pan system C) i i mi i (see detail, same sheet) 2 co -T ° ` "' -' / triple 2x4 curb �N cl set 24" Ln provide steel fire blocking I m 1 i �r x - - - P I 1 ni i oo Sifting 1"x Flat Poplar o, 30"x80' at the second floor level i 1 C x o g I -Secure the water supply riser from the shower rk\, nG i I i i r to be painted Bedroom #5 , , I r- Room valve to the shower head to the permanent structure rn ; Bedroom #4 Shim Space -Shower to be equipped w/ Date a 8'-1 ' 1 i I i i 8'-1" pressure balance control valves. _0 Clg. I 10-0 Tray Clg. , i i Ci9' j 3/26/18 Issued for Construction 3 N S.D. _ i -Surround to be tile over 1/2' cement bd. I 0 open to � S.D. � c 201 31„ 32" above i i o of doors Rough Opening Bathtub to be selected with: riN 5-2 2� 4-5 3-6 I co )----------- ----------1 "' 5'-1�" 5-11" 201 (see plan) -30"x60"tub to be selected 1 :7) �IN metal fireplace flue �,' `�\ 4 4 O -Curtain Rod N _ -- as specified by C) \ - - Typ. Cased Opening Dtl. o - oo fireplace manufacturer opo, \\ -Secure the water supply riser from 1 = 1 O to the permanent structure. E Cl linen F❑ x b �� \\ x x the shower valve to the shower head in p N coM / M M \ N _ .. .— .. N align floor 1 Shower to beequipped w/ 3 - --- - 1") ( ) each s de ll M� ��, 5'! 4„ 48 " se -- -- -- - V V V\V\X e a SIN Bathrm. #2 �,�, saddleith N, landing saddle M pressure balance control valves. o see detail 202 The Floor 31" + 1 _ pwl 9 24 x80" (see detail) E 3-, 1 3- _ I 7R(10"T) 2. ~ �,� -Su No. Date Description 1" -Surround o e tile over cement 2 „ 5'-0" i 4'-7" ti 47 16'-0„ r7 I 4'-102 I 9, 4„ 20" 2 8'-6" I u7 o _ - wide x 24"deep x 36"tall vanity 'r' , G - - ---� -- ---- linen - lJ with 1"filler Project r7 r i� Dn. 1 R EF - A_ ______________ - 36"tall -1' " � 24"x80" counter top to be selected by owner S.D. I handrail 1 landing L'F r,�l C1g. _ rIN W I C 1Co I " 36"tall guardrail i 1 to code o I i - - --- - 48"wide x 24"deep x 36"tall vanity Proposed #2 3'-112 to code C.M. D with 1"filler I; _ —IN .=1N Bathroom #4 .� r E-3-1C) LO 8R(10 T) I ❑ o counter top to be selected by owner j; Tile Floor 203 a Residence X _ o -IN o �I 0 60"wide x 24"deep x 36"tall vanity C N ❑ with 1"filler ---- ----- x x ° B N --- -- ------------ _ ` ' seat 1 E 0 3 `�;" ; o M C EF ❑ A2.2 counter top to be selected by owner _- 1 48� - .7 203 For ---- 1" i C) N 201 S D S.D. 4'-3" 32 - g~ o rF (5) 14"deep wood shelves to be painted 8-22 O - lJ space shelves equally �k ICV � open to Bedroom #3 24°xso' Ba le F oo -- A ; below 8-1 ;; shelves : EF CD (1) 14"deep shelf set 68"above finished floor T l-=� and metal rod set 2"below shelf Adam c1g. 1 2 24"x80" .;52" 8, 82„ 00 O 31„ p' �N Bedroom #2 1`0 ' " !! -- =-36'" 1 - - 4 9 36„. J.. M , -IN E 8'-1„ b I.C. EF _ Tool m 32 M & Shira E �'g N .�N II G r 4" FLOOR PLAN LEGEND: A5.1 I A5.1 #3 C❑ rl 1 - HOLD DOWN CONNECTION—Q Zatcoff i �" " 3-„ 51„ �: � �vl 52 " 32 8'-1 " 2 " 2 ' � ' � I ! & STRUCTURAL POST 11 -10 12-0 ; __________________________ i x attic o panel STRUCTURAL POST ® 500 Four Winds Court DKV SIN �' �' ! ; His (see plan for size) SOUthOld, NY \ ; Wallk-in o 201 201 201 201 201 �� ; Clolset TALLER / LOWER WALL � or r� � 0 i sloped TYPICAL HEIGHT WALLS Town of Southold Clog. i clg. l � I , Suffolk County A2 2 AZ 2 ABOVE SUBFLOOR A.S.F. I I l 0 yl to'-o SOFFIT WALL CABINET y j �Ev ARc ..�.� I i I Drawn B '-1 ABOVE ABOVE 1 M.P. g`�AV I I 1---------- o0 1 P ,'p I ; l IN I ; X Checked By : fil ! I I - DETAILED SECTION ____________ _________________-_____________ _____--___-________________ 'f. •tip :s. _ A >> MAM -------------------------------- --------------------------- -- ----------------------------- --- -- - 11 .- A%_ p TECO TRO s X86 t, A5.1 = INSTALL SIMPSON S NG �q yo i A5.1 --- -------------------- ------------------- ----i 5, OZ" 52� i4,_82" 32" 5,-0"; 52" 5' OZ I TIE JOIST HANGER rFiyo� F >1dE�'�.�`' -�---� I I I slop' di Her i EXHAUST FAN Sheet Title : EF cid. ; Walk-in ; i (min. 100 cfm) l Clotset I Second Fir. Plan l i i frame wall to j l underside of roof above each side ■ Notes -Window Schedule Note: -Details G _ I 1. See sheet G-2 for insulation specifications. I l shelves �N I Contractor to provide an attic ----- --- - ---- access scuttle to upper attic. 2. Install all smoke detectors throughout home as required by the 2015 IRC, sect. R314 and 201 noted on sheet G-2. Project: Job No. of window and Zatcoff 1801 1 of post 1" of window 1" of post 1" 1" ridge above 3. Install all carbon monoxide detectors throughout 6'-32 10-44 10-54 6-4 4'-7" 5-52 1„ 5-OZ home as required by the 2015 IFC, sect. 915 and Scale : File Name 5'-52 noted on sheet G-2. As Noted 1801-Constrn A 1" 1" 2'-0" 33'-52 20-62 Drawing No. 56'-0" Second Floor Plan B2 4 1 /4" = 1 '-O" plan north Michael AD Second Fir. Level Braced Wall Panel Calculation Macrina Schedule as per 2015 IRC, section 602.10 Braced Wall Line Code A B 2 3 Architect Section T ------ ---------------------------------------------------------------------�--- Bracing Method table CS-WSP CS-WSP CS-WSP GB CS-WSP P.C., A.I.A. r-- ---�---------------------------------------------------------------- 602.1 0.4 I , I 602.10.5 table a I ! I Min. Panel Length 24" 24" 24" 48" 24" , I ' � I Braced Wall Line Spacing plan er 30' 30' 29' 29' 19' tale Required Bracing Length 602.b0.3(1) 7.0' 7.0' 6.8' 13.6' 4.7' , I , I , j table Wind Adjustment Factors 602.10.3(2) E I , 1. Exposure category 1.00 1.00 1.00 1.00 1 1.00 i , I , F , I i , 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 I I , I 3. Wall height 0.9 0.9 0.9 0.9 0.9 21 Main Street I , I 4. Number of BWL per directior 1.0 1.0 1.30 1.30 1.30 Stony Brook, N.Y. 11790 B 5. Additional holddowns n/a n/a n/a n/a n/a phone (631) 686-6585 6. Gypsum omitted n/a n/a n/a n/a n/a fax (631) 686-6786 email MMacrina@optonline.net 7. Gypsum board fastening n/a n/a n/a n/a n/a I 4.0'wide B.W.P web MMArChltectpc.Com 1 method CS-WSP average adjustment factor 1.0 1.0 1.1 1.1 1.1 These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas Single 2"x6" Single 2"4" ! Continuous(3)2"x10"hdr. Continuous(3)2"X10"hdr. j presented on these drawings shall be prosecuted jack stud jack stud - - Ad usted Braced Wall Length 7.0' 7.0' 7.5' 15.0' 5.2' to the fullest extent of the law. Copyright 2017: j j 1 9 Michael Macrina Architect. All rights reserved, no each side 8.0'wide B.W.P each side 3.0'wide B.W.P 3.0'wide B.W.P � i part of the plans may be reproduced without the method CS-WSP method CS-WSP (2)74",/ (2)2"X6" - expressed written consent of the architect. C method CS-WSP posts post o N C Bracing Length Provided 16.0' 18.0' 16.0' 17.0' 12.0' _Continuous(3)2"x10"hdr. - - - - - - - - - - Continuous(3)2"x10"hdr. _ - _ `�\ �,' b o A5.1 �__________ _________� I X _I Compliance (pass/fall) pass pass pass pass pass N 4.0'wide B.W.P (2)2"x6" � (2)2"x6" 13.0'wide B.W.P „ ,,, : method CS-WSP 2x6 sloped posts posts I method GB C.J. at 16 oc I D I m full-height blocking I (8:12 pitch) I I I A5.1 I 4.0'wide B.W.P I I continuous along length I method CS-WSP I I I I I III of braced wall panel I I I I continuous rim I _ III a) I or band joist Bedroom #4 o I I I =X a) Sitting I perpendicular framing E I I 2„x10"C..J. I iv it:= I at 16"oc 12'len I vl I o Room 8d at 6"o.c.along 8d at 6"o.c.along 6 .C: CTi co Bedroom #5 I I ( �) I III- braced wall panel P U v L I I set bottom at 110'-0'ASF I p 0 0 braced wall panel 2"x10"C.J. x o I I i il� at 16"oc(12'length) '10L N N u, I i 2"x6"sloped braced wall panel braced wall panel C) O is I I I C.J. at 16"oc I (8:12 pitch) -a 3-16d at 16"o.c.along 3-16d at 16"o.c.along NI I I I braced wall panel braced wall panel Date MI I ------ ---------------� perpendicular framing 3/26/18 Issued for Construction X " (3)2"X6"' I �� �� � continuous rim full-height(blocking 0 post post , 2)2"X10" `� I o0 or band joist continuous along length (2)2"x10" (3)12"x 118"M flush beam I ' header ` (2)2"x1 "hdr. ' /4.0'wide B.W.P of braced wall panel - - - - - - - Ia r. - - header _ L ---- -- method CS WSP � FIGURE R602.10.8(1) r (2)2„x4" In ack stud ` I - BRACED WALL PANEL CONNECTION WHEN CD � c � 2'x10'C.J. � i, J o � X I v °' at 16"oc(8'length) I ' PERPENDICULAR TO FLOOR / CEILING FRAMING M - o v Bathrm. tecotoflush beam o 1 r U I I I - _ - --I ---------------- X O -- - - N � � additional framing - member directly above ______________ a continuous rim bracedewall panel full-height blocking 11�4.0'wide B.W.P I ! ! _________ ingle 2"x6 N or end joist at 16"o.c.along s method CS-WSP W I.C (2)ost411 (2)2'W" jack stud braced wall panel each side a Description No. Dat D n p post r toe-nail 3-8d nails at (2)2"x10" (3)2"x10"flush heaE] der (2)2"x10" Om #4 _ 8d at 6"o.c.along 8d at 6"o.c.along each blocking member 9 r_ „ header -------------------------------------- header braced wall panel braced wall panel Pf0J2Ct Bathroom 2)2 x1 ZZ i ---;--------------1 header o -- . iv Proposed I ICY) (2)2"x6" braced wall panel braced wall panel braced wall panel p U V a-=i S rn G I ------ - _ 3 post C:) y00 3-16d at 16"o.c.along 3-16d a each t Residence CD X S 3 16d at 16"o.c.along braced wall panel blocking member 52, Ba room #3 ' o N _ o braced wall panel r - - 2-16d nails each side � U r continuous rim additional framing Bedroom #2 U I• or end foist member directly above full-height blocking For braced I race wall panel' � ______________ 1 '� I at 16"o.c.along , a Bedroom #3 W. o I 4.0'wide B.W.P braced wall panel U method CS-WSP FIGURE R602.10.8(2) X O E ; E N `_° I Q BRACED WALL PANEL CONNECTION WHEN AdamA5.1 A5.1 5 4 method GBP 1 3 2x10" ! >� PARALLEL TO FLOOR / CEILING FRAMING 4:0'wide B.W.P I 1 methdd CS-WSP I I i hea I er - - - - I m - Shira 2 2"x6" 2 2"x6" ,; (2)2°x6" I ! 5.0'wide B.W.P NFastening Requirements on ! I ( post ( p I x i; I jack stud I method CS-WSP o Braced Wall Panels as per post I - - - - - - - i each side ; ! Table R602.10.4 of the 2015 I.R.C. Zatcoff - - - - Continuous(3)2"x10"hdr. (3)2 hdr. - T Continuous(3)2"x10"hdr. j single 2"x6" / j \ jack stud 5.0'wide B.W.P j I HIS I Method CS-WSP: 3.0 wide B.W.P each side method CS-WSP 3.0 wide B.W P method CS-WSP method CS-WSP j j i' Walk-in :sloped As per table R602.3(3) exterior sheathing attached with 8d common nails 500 Four Winds Court j I single 2"x6" j j i Closet : clg. (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field. jack stud ; ' '! I I I Southold, NY I each side :� i Interior gypsum board attached as per table R602.3(1)with 1-1/2' galvenized I ; roofing nails or 1-5/8 screws type W or S at 7 oc at the edge and In the field. l I (see details, this sheet) Town of Southold Method GB: Suffolk County I I Fasteners as per table R702.3.5 at 8"oc at the edge and in the field for nails, i I I u C n n n I ; . Nails to be 13 ga. 1-3/8 long 19/64 head, 0.098 dia. Drawn By . ED AR i--------------- ------------------------------------------------------------------------'---� ------- -- --- - ------------------- --- --------- A I -- I---- ----i ! -- -_-_- - y ails la x I, crews R I' ----- -- I A 1 1/ n annular-ringed,ar ringed 5d coolers or gypsum m board n 0 0 4" to - 86"d g I su A5.1 - I I j j A5.1 1-5/8" long 9/32"head. Screws to be 1-5/8"type W or S. M.P. �� I ---- ------------------- I 1____________________ _____ 1___J Checked By : rr Q 2"x8"C.J. ii M.A.M * at 16"oc(10'length) I. b6 21.1.6 �OQ- I Slop'(d: Her Braced Wall Panel Legend N CIO Walk-in I, � 1 I I Closet i f�_5,_2 " Sheet Title -►� Indicates spacing between braced wall lines r Second r 00 I I I 1 - - Indicates braced wall lines (3)2"x6"hdr. Im Structural Ian - - - - - - - - Indicates braced wall panel -Braced Wall Plan I B.W.P. braced wall panel 4'-0" I 29'-0" � 19'-0" 4'-0" offset spacing between BWL 1-2 spacing between BWL 2-3 offset Interior Bearing wall Project: Job No. BWL 1 B BWL 2 BWL 3 zatcoff 1801 A5.1 STHD14 Indicates holdow n embedded post and 'nI foundation Scale : File Name As Noted 1801-Constrn A Second Floor Structural Plan Drawing No. : plan north Michael Macrina D A5.1 Architect , ❑ P.C., A.I.A. 'I 8 " fcl � cicl o �erh cin g a r-r---------------------------------- - 1 1 I ' ; 1 I ; 1 1 � 1 i 1 I ' 1 ' I 1 I 1 •` I ' n i i YY 0-1C 2y i j 1 I o v 1 2 ! 21 Main Street X L Stony Brook, N.Y. 11790 N � one `6 i fax (631 )686-6786 email MMacrina@optonline.net web MMArchitectpc.com 1 I I , These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas I presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2017: B ; ; Michael Macrina Architect. All rights reserved, no part of the plans A5.1 ' expressed written ons nt ofbe pthe uwithout the architect. e r F--i cl r-) cg i 1 o °' 0 0 4J --------------------------------------------------------------- --------------------------------------------------------------- v c a) -f cl � c i c o v e r I--i c r-) g iv © - o I 2"x10"R.R 2"x10" R.R at 16"oc(18'length) at 16"oc(18'length) 1 �%7.1Z1IlIf1l_Ill_T_IT1_Tl_Tl_Tl_��Z11�,X11_I.II�Z7_IZZIIJIlIIfITITIfITZ7I�'Il=_ f 1 , 1 -12 128 ✓' t UI 2"x10" R.R at 16"oc(16 length) L j j JQ I I ' L----_-_--JL-___-_-__l L------------ i---- __i i /, // X� L i i i� D Date X i U ;�✓/ 3/26/18 Issued for Construction 00O / C ro cu 1 I i 1 L 1 L--------- r _-J _______________________________ -_----___J // � r-- - __T r---------------------- ; i i ' _______________ ____________________ 1 --r-------------T-J L------------ ----------� ' L_T T J I!____1____________L____________________A-Y-_�- -_Y_ -'J T-_____-_-________-__,_ 1 i i j- --'-'-- , l r------ 1 1 I 1 1 L i 'I x1 4 '; Ivjl ridge lod 2"x10"R.R 1 I I I I at 16"oc(16'length) I e -1 I / X -1 1 �1 ridge b <=i No. Dat Description ;�2 „ „ ' 1 N 4 1 1 ------------------------J Project I I I 1 1 Proposed I I 1 1 , I I I ' I I I I I I ; L_______J 1 12" fascia I I � ; 1 ; ; , r_ ___, overhang -- Residence fi T___ r_1----------__L__, , 1- L_______J , 1 w `---------------J --------- ------- T _------T- 1 I I I I I 1 __________________________1__________l__� r.LF1 N ; Cut Roof Sheathing Back For 0 00 Each Side of Ridge Board 1 fascia 0 ; I v I j overhang To All for Air Passage N 1 n11 I o v �'IIS r I W � ( �� I I ----- ----------------------------------- 1 1 , 0� / 00 Adam L i � i i i i i � i i ° i ' ■ • Shira L �� �` of roof sheathE / I i E j j j F� j , j j oiat ridge vent & Detail ' ' i i 1 J I ; 1 1 1 1 ; A5.1 i i A5.1 i ! `� _ =111IZZIIZ•x_IZIIII-_ -T/ TI7_ __' 'ITZl_Zl_ZT_I_Tl/,,i not to scale I cricket 4/12 pitch, Zatcoff "x8"R.R � I ' ; 1 I 12" fascia overhang 12" fascia overh ;g 1 • j at16"oc(8length) ! I - , � I I ✓! 500 Four Winds Court _ _ _ _ - _ _- _ _ _ J _ Southold, NY 12 VIT_lT_IT_Z�I�Z�ZZIZl717IZ-I Z-2-ZT_ZT711�111I11.11L7ITIZIIIZIZTI I�IZL7_lll/�,' 12 rake 415 overhp99 U' 1 . � - C Roof Plan Legend: 2 e r ~' r, ✓ ; ; Town of Southold WALL =___________________________- Suffolk County Q � � p r'= � � � ! � j BELOW ROOF 12 N c N �/! 11 I Y Drawn By: � D °r� / ! L INDICATES ROOF PITCH x !���ED ARcti`1 L 7q d o L \°moo °� d o Y' ! I I� BEARING W -- -- - -- -- M.P. @ �A P �,rFn I ^ °O 8 N flush beam 'ti � co -� � � ✓' � 1 I I ti �� , .r _N ----- --- 6 1 2 p 1 2 N � L ; ; ✓ I_�l7_Z�LZIZ_ Checked By. s/ ALL 011 below F ,_ �6 ----------------------� O BELOW ROOF L { 1 1 ___________ _ ZZL M.A.M --- -�- , / 2"x1 d" .R Til b"R.R * "•�.` ` INDICATES AREA OF N�f h len th at 16 oh 16 len th DOUBLE ROOF FRAMING �,. P -------------------------------------- ---- q -- - ---------------------------- --Z'x8' R.R O 2x8" R.R Y ' ,I A ! ----------------------------- at 16"oc(16; 9 ) 1 9 ) or .�.M at 16"oc at 16"oc I ; L I �T�i A5.1 t 6 --- ~ten tii .X ------ 6'len th ---; !' , 1 1 I2 U ; '9T311z$ y�� /11 1 2" fascia overhang g ; 1 , 12 fascia overhang ------- --- .; , • . I 1 9 g I I I align all n L---1----------------- -----1---J I - O� E� fascias fascias _ % 10 ; 10 U INDICATES POST BELOW f6 fascia ' Sheet Title : Y ' � ; I 1 f6" fascia 12" rake overhang overhang ✓ X INDICATES STRUCTURAL - - overhang ! I D BEAM BELOW ROOF -- �- Roof Plan t7 INDICATES SEQUENCE OF ROOF FRAMING 2 B " � , I Roof Plan Note to Framer: �F - ------------------------------------------------------ ------------------------------------------------------- All overhang sizes noted on 'I 2 " r cl Lc e o e r 1 i cl r-n g roof plan are rough framing Project: Job No. plan north from outside face of stud wall Zatcoff 1801 to outside face of sub-fascia scale : File Name : & sub-rake. As Noted 1801-Constrn A Drawing No. Typical Siding Gutters Michael o ridge vent(typical) All Gutters are to be 5"Half Round Aluminum & ridge height Macrina Double 5"vinyl clapboard siding to be All Leaders(downspouts)are to Round Aluminum. - - _ _ _ _ J 1 installed as per manufacturer's specifications over Tyvek house wrap to be installed Architect as per manufacturer's specifications Flashing over 1/2"CDX Plywood Sheathing ❑ P.C., A.I.A. For all Horizontal Wall to Roof Intersections, Typical Roofing Install Aluminum Coil Flashing. a For all Sloped Wall to Roof Intersections, Architectural Asphalt Roof Shingles Install Aluminum Step Flashing. ❑ to be selected All Window Drip Caps to be Aluminum C-4 over �# continuously rap up all to match trim color.TYPical Roofing adjacent surfaces amin. of 12 over 1/2"CDX Plywood Sheathing ❑ Eave Protection Exterior Trim Boards Install (1) Layer of Ice&Watershield(self-adhering - - 12 I 12 polymer modified bitumen sheet)from the eaves edge Material see typical 0 1 0 to a point at least 24"inside the exterior wall All Exterior Trim Boards are to be'Azek'or equal. flat eave detail line of the building. All Exterior Cornice Mouldings are to be as per details. 21 Main Street plate height Low Sloped Roof Protection(2:12 to 4:12 pitch) Installation Stony Brook, N.Y. 11790 Install (1) layer of ice&watershield over the plywood Install as per manufacturer specifications: phone (631) 686-6585 sheathing instead of the 30#felt paper. -Install 2 fasteners per every framing member fax (631)686-6786 _ see typical Fasteners for trim board applications. email MMacrina@o tonline.net 201 201 201 201 201 -- rake detail .r p s All Fasteners are to be corrosion-resistant with a - - -Install over flat, solid substrate. web MMArchitectpc.com ■ continuous blind minimum penetration of 3/4"into the sheathing. s - blind metal i L -All'Azek'Joints are to be Glued with'Azek'adhesive These plans are an instrument of service and are _ step flashing N Use(6)fasteners for each shingle. the exclusive property of the architect. 00 I metal flashing -o.o,- LILL o� - Is and design ideas 1LU - p g `�' -Utilize stainless steel fasteners Infringements d on theseedraw drawings shall be prosecuted IIU -i�� Ventilation p e p metal standing seam - (010 -Continuous) vented soffit to the fullest extent of the law. Copyright 2017: — UW —_ Y Michael Macrina Architect. All rights reserved, no roof to be selected - _ - -Continuously vented ridge part of the plans may be reproduced without the -1 2 Fasteners Exterior Trim Boards expressed written consent of the architect. second floor subfloor __ -+ _ _ All Fasteners are to be 3d box 1-1/4"corrosion-resistant nails - _4.5 '-- � 2 �g Typical Siding", "• Material plate height Yp g 5' clapboard siding with a minimum penetration of 1/2 Into the sheathing. 6� Use(2)nails only for each shingle approximately 3/4" All Exterior Trim Boards are to be'Azek'or equal. 5/4"x 4"'Azek' from edge and approximately 1-1/2"above Typical Sizes: corner boards exposure line. •Fascia Board- 1"x8" -_ - _ __ •Rake Board- 1"x3"trim over 1"x8"rake 101 101 101 101 105 - shutters to •Frieze Board under Rake&Soffit- 1"x6" 0 -4- 0be selected •Frieze Board under Eave- 1"x6"over 4" F .. pack-out T ==<101 * Window Casing-5/4"x4"w/inside rabbet to recieve siding s • Window sill-'Azek' Historical Sill (#AZM-6930) -^ �- - Installation Install as per manufacturer specifications: -Install 2 fasteners per every framing member I MIDI 01 lid first floor subfloor HI—Afor trim board applications. LL_ --- ---- -Install over flat, solid substrate. Date -All 'Azek'Joints are to be Glued with'Azek'adhesive 3/26/18 Issued for Construction I I , -Utilize 316 grade stainless steel fasteners doors to be selected I ri___.__________________________________________________________________________________________________________ M I , 1 I I I 1 I I I I I 1 I , 1 I 1 1 I I I I I I I No. Date Description Front Elevation north Overhang3 3/4n Project . r -114" - 1 •-0.• see roof plan Typical roofing Proposed Ice&Water Shield ridge height . . ......-_,< .. ....}_ underlaym ent Residence 2 flcricketashing - - - - - - - - - - - - - `D t° / 1"x3"Trim Board 8 _ ridge vent(typical) /( For I Roof Rafter see typical - _ T 'I L N N ` 1"x8"Rake Board rake detail f- --- _ 3/4" Blocking Adam 12 �, vented vinyl soffit board 8 & Shira 1"x6"Frieze Board -----. o 204 CU continuous pack-out with 3/4"pack-out o metalflashing Zatcoff J✓ - - - - - - - - - - - - - - - - - - - - - - - - - - =_ - - - - - - - - - - ____ - -- 500 Four Winds Court 4,61 . .. . . . . . .. . . . . - plate height Typical Siding Southold, NY r Typical Roofing 2 203 203 201 201 -- Town of Southold 14�"" Suffolk County cricket roofLgam O'12 alo X_ ULIL behind g a H `-� aluminum cap flashing n By� /���Q EA/R�yj'• 1 2 onto beam wrap Typical Rake Detail M P �~ ��t' V� vC, F� - - - - of 212 3" = 1 '-O" Checked By: �. t •+1 f.,.� second floor subfloor M.A.M * P1 plate height Typical Siding �`�9T/�6 �� 1 1 y Typical Roofing sconces to be selected ,2r r Sheet Title 104 — recess bottom wrap 1/4" Roof Rafter tl Ice&Water Shield from fascia to em from side wrap 24"past inside face of wall Elevations C CD EF-1 F-1 O L ___ selected to be 6" 10"Dia. HB&G Fiberglass Load F-2"x6"Soffit - Front min. above foundation Bearing columns to be selected 5 Half-Round Gutter Fram'g at 16"oc \ Right _ Install all strapping from -- - - _ beam above down to pier. i ''� -' � � � � 't"x8"Fascia Bd. - ( _ ) _ _ _ first floor subfloor i 1"x6"frieze board _ see sheet A6.1 — - - -_- - - - - vented vinyl soffit board I 3/4"pack-out Project: Job No. i ------------- -------- i /�\\ ;--- j ! atcoff 1801 --,i--, i tit-7i /�__i i ' O cC __________L___________ ________________________________________________ i i i '� it / ii ' i' ; �`� --- ----' i __J_ E • ��'// '''' 1 I Q I ____-_ r7 --------------- -------------------------------------------------------------- ----------------------------------------------- „-- --� ;I I -- ;=" I 1 ---------------------------------------------- Typical Siding Scale : File Name I II F--"- a l l r- I I 1 1 R r----------------------------------------------- As Noted 1801-Constrn A ----------------- ----------------------------------------------------------------------------------------------------------------------------------------------'-- 1 1 I I I 1 ' 1 I 1 1 , r ---- ---i --- I overhanpg 1 I ' ---' '� i I I r-________J ; Drawing No. . garage door to garage doors to step up—� �---------, I 1 I' I. 1 1 ---'' rr - I Alum. drip cap flashing Michael color to match trim color Macrina ridge height _ - _ _ _ - - - - - - _ - _ 'Azek'drip cap(#AZM-197) 2 Architect with drip cut except where headcasing Is under frieze board . Alum. drip cap flashing IFcolor to match trim color 1 f--5/4"x4"head casing P.C., A.I.A. I I � Q I fixed shutters with decorative hinge hardware ❑ 2I .._....-. Typical Roofingco I I -I' $ l $ Raised panel see typical ® rabbet to recieve siding I shutters to be selectedIM rake detail 5/4"x4"side casing I i ❑ o 205 i typical roofing over i L continuous blind all returns(typical) metal flashin i € I I 21 Main Street plate height I 16 Stony Brook, N.Y. 11790 - _ A4.2 I phone (631)686-6585 I fax (631) 686-6786 201 201 201 201 201 201 201 201 201 201 email MMacrina@optonline.net 4 overlap shutters web MMArchitectpc.com 1"over casing These plans are an instrument of service and are t I I the exclusive property of the architect. '60 ULU,continuous blind UM o'er I Infringements of the concepts and design ideas metal flashing F ^ 'Azek historic I I presented on these drawings shall be prosecuted I to the fullest extent of the law. Copyright 2017: m sell extension Michael Macrino Architect. All rights erved, no ai — with drip cutdud part of the plans may be reproduced without the ------- ------------ ex _ (#AZM-6930) pressed written consent of the architect. metal standing seam Window � roof to be selected- - - - _ - - - _ _ _ - - - _ Typical V V i n d ow second floor subfloor plate height _ _ _ _-- --- Trim & Shutter Detail Typical Siding 3/4•' = 1 •-O•' 103 103 103 101 101 FIFIF DJ11LD D D D D111ED E11 Al q[T 7117, ]L_ Typical Siding t Typical Gyp. Board 106 108 106 106 107 106 1. '. num first floor subfloor _ _ _ color match trim _ Drip Cap Date 3/26/18 Issued for Construction Typ. moisture barrier 5/4"x4"Exterior trim board f I I I I I Casing to be selected Cover window flange g I I with soft flashing 1 Exterior Caulking— I I I I I I 1 I I ---- ---- ;------ (typical) I I I I 1 I I I I I I I I 1 21 I I I 1 I i i i I Extension Jamb '------ Rear Elevation '----- I I I soutl-� I I I 1 1/4" = 1 '-O" _____' I I ; Ir----------------------------------------------------------------------- 1 r y, I No. Date Description Typ . Window Head Dtl . Project : 3" = 1 •-O" in wood frame vv.-all Proposed - Residence _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - ridge height Typical Exterior Sheathing -N Typ. moisture barrier For -12 " Typical Gyp. Board I 4Td �I 1_ _ 8 __ 18"diameter Typical Siding Extend sill 1" a i D' past casing decorative louvers Exterior Caulking(typ.) Adam _�y} 2 6 -i ' _ _1_ - 5/4"x4"Exterior trim _- �_ board w/rabbeted edge 12 -- - to recieve siding 2 6 miter & Shira 1-iI ' 8 continuous b►ind - Cover window flange Casing to be selected with soft flashing 2 6 continuous blind Z metal flashing Exterior Caulkin metal step flashing -� Zatcoff - � _ (typical) � - - ! - - _ - - _ - - - - - — — -'27 - #�. — — __ - _ -_— - -_ 500 Four Winds Court -- Extension Jamb - ., � plate height E - - - - 0 3 Wrap structure with Southold, NY ;. o soft flashing prior to Typical Roofing window installation 202 Town of Southold 201 201 o t p. Exterior Interior Suffolk County gas _� Side ` Side = Drawn By: ��,ED 'A Cy continuous blind 00 / - �•.. 1 aluminum cap flashing o metal flashing R M.P. ti�� !-�iA'. t^;a j>. 11 Typ. Window Jamb Detail onto beam wrap 12 - - - - - - - - - - - - - - - - - - - --- - ---- - --- - Checked By : .4 .4 re A. 21/2 ^ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ second floor subfloor (21-5 3" = 1 '-O" in wood frame wall M.A.M a /' 1 2 !. m: 3.5 F-. __ metal standing seam plate height ���, i•��6 0� Typical Siding roof to be selected - - I Sheet Title : a - 102 101 101 -- 101 I / Wrap structure with I Stool to be selected Elevations a s soft flashing prior to — --- window installation i '/ Exterior Caulking / 1" - Rear s (typical) D 2 6 .`: / - Left 'Azek' Historic Sill s ric 11 - —- - — -— - —-— - ;4 47first floor subfloor to be painted(#AZM-6930) '. Apron o e selected Miter Each End& --- -- ---- - - - Retuirn Into Wall cut a rabbet to 2 6 ----- ------- - -- recieve siding Project: Job No. ---;" ; ; ; Y Typical Gyp. Board I 1 T p.moisture barrier l: Zatcoff 1801 I r .I �r l �r r Typical Exterior Scale : File Name JI I r IL___ -JI I 1 ____-____� I r____________�-j , I ; 1 --------------- Sheathing As Noted 1801-Constrn A ---------------- L---------------- i i i Typical Siding I L___.._____ 1 i ; r---------J ; J 4�. 1 I I r---------------- ,. Drawing No. step up � ; � � ' footing L---------- 1 1 I I 1 I I I I I 1 I I I L---------1 I 1 I J 1 I 1 1 1 I � I 1 Left Elevation I ------ Typical Window Sill Detail T] ` -L'----------------------------- 1------------------------------------------------------------------------------------------------------------- 1----------------------------------------- LT-------J-1 1/4 1 O -------------------------------------------------------------------- 3 1 O" in wood frame wall f. L-------------1-_--_________________-__---____1___________________________________________-_-__-_______-____--____-_--_-_-_-____ .•. i Michael $1 Macrina Architect , ridge board (see roof plan) ❑ ��' P.C., A.I.A. El a S1 -12 roof rafters 12 (see roof plan) A6.1 ridge board $ 8 m (see roof plan) J.,ridge height S1 Unfinished ❑ ; roof rafters A6.1 ceiling joists Attic (see roof plan) (see sec. flr. S1 -12 12 structural plan) i A6.1 -10 \ j 1 0 ceiling joists plate height (see sec.fir- 21 Main Street --- �, structural plan) --- - - --- ----- Stony Brook, N.Y. 11790 phone (631) 686-6585 ------- / ceiling joists o, 12^ - " - - fax 631 686-6786 (see sec.flr. ; 12 ( ) structural plan) \ oh Slttln oh email MMacrina@optonline.net Ps1 S1 Timber strand- \/ � I web MMArchitect c.com Bedroom _ P rim joist . Room o h - - _ - _ A6.1 J mese I A6.1 / I --- — pans are an instrument of service and are i 1010=o, j \ I #4 the exclusive property of the architect. .� Her +' �,\ 2°x4° as _ Infringements of the concepts and design ideas Unfinished - Walk-in Unfinished —_ -- - presented on these drawings shall be prosecuted A6.1 'i � i __ � cripple stuld _ � S5 Attic o Closet Attic \ _ plate height —a, -- o he lest extent of the law. Copyright 2017: t t fullest edge board 3 at 16' oc ! _ Michael Mocrina Architect. All rights reserved, no =(see roof plan) - __-_- ---__ „ - -__-- A6°1 — _ _____ _ part of the plans may be reproduced without the io li expressed written consent of the architect. 121-2 " 12" N oh on second floor subfloor second floor subfloor roof ra ers - - - - ; t6 " (see roof plan) plate height plate height ; to of porch beam -- ceiling joists of beam to align a flush beam floor joists P P g J pack-Out_ 2"x6"knee brace see first fir. — allg wlth_column width- _ floor joists Insulation ( (see first flr. (see first flr. - - see schedule at 48"o.c. ___ structural Ian structural Ian $C structural plan) j �1 (see first (see ) plan) plan) -- -- _ _low porch beam _ _ structural plan) - - 1�st ucturalt flan - Timber joist strand j' Kitchen Breakfast P > �, I' Area 101 �I Covered Three-Car „ °° - Porch Garage cripple ple stud _ ]E,'--- ' IT LLat 16"oc n7 n HEF oured concrete slab ` ' ` (see foundation plan) S11 L�!JL first floor subfloor _ A6.1 poured concrete slab first floor subfloor first floor subfloor _ (see foundation plan) Date EEEE- top of foundation �l <. ------------------F-- Issued for Construction ureLA d concre -"----"--------- (see foundation pia -I ------------------►-- I foorjoists P fl __________________�__ I (see oun ation plan- ------------------- ) 2 poured concrete 1 e _________________ F__ a I 1 Unfinished see plan 11111 IR foundation wall A2.1 ,� : ------------------ - Cellar : . / \ (see foundation plan) r- I ------------------r-- I -steel IN ME ------------------f-- column . _ ": to poured concrete slab of led a e' Section 9 ------------------ (see foundation plan) • ' ---- -- . s nda n l n • I I 1/4 l J poured concrete footing-��_________ Typical No. Date Description (see foundation plan) Ledge Detail S1 ridge board �+ Project A6.1 (see roof plan) Section Proposed ridge height _ _ - p sed 1/4" = 1 '-O" \ ridge board Residence 12" (see roof plan) roof rafters on (see roof plan) For 12 12 cV —-- 8 'f Unfinished $ -_ Adam Attic $1 S1 ceiling joists Shira A6.1 (see sec.flr. A6.1 structural plan) \- JZatcoff plate height 1 _ _ - 12" F112" ceiling joists"/ (see sec.fir.(see sec.flr. ceiling joists 500 Four Winds Court on Bedroom on . structural plan) structural plan) 36"tall guardrail Southold, NY to code #2 2"x12"ledger secured to Closet Bedroom Hall each wall stud with 1/4" 2"x10"ledger se red to S5 Sitting each wall stud wig 1/4" i #5 dia. x 4"lag bolts at 16"oc 00 2"x10"ledger secured to A6.1 staggered top&bottom Room dia. x 4"lag bolts 16"oc Bedrm. Town of Southold each wall stud with 1/4" roof rafter staggered top& ttom dia.x4" lag bolts at 16"oc (see roof plan) #2 Suffolk County staggered top&bottom - S5 -12 A6.1 roof rafters 21/2 roof rafter (see roof plan) Drawn By: j ED A Ft second floor subfloor _ S5 -12' 2 C H1 2 (see roof plan) k� �3-5 M.P. 12" 18" A6.1 X4.5 n plate height teco teco oh oh teco Checked By �! , . install blocking floor joists - P 9 see first flr. - — 1 9 C is I J between each joist _ _ top of beam - - (floor joists top of beam �y , >.fr,;,�t``'p' 71 late hei ht floor oists M.A.M .. aFP see foundation Ian l �� (see first flr. as per manufacturers - __ structural plan) - ( p ) �• structural Ian specifications at all ceiling oists -- s� r b os' plan) P 91 fi311a 0 bearingwalls pack-out eac side low porch beam ceiling joists f9 ceiling joist i '4TF"' 11166 !� y (see first flr. 9 structural plan) of beam to align see first flr. (see first flr. on = Bedroom with column width pack-out each side ( (see first fir. � � ,�; 0 Hall Study low porch beam of beam to align structural plan) structural plan) structural pla i = - with column width a, #1 (see first fir. i ;� Rear Kitchen i Study Sheet Title structural plan) oo Covered 00 2"x6"exterior wall studs at Front Porch Front ro t Sections• 16"oc with double top plate --- __ Vection S and single shoe plate Covered poured concrete slab Porch Porch (see foundation plan) first floor subfloor _ _ _ _ _ _ _ first floor subfloor first floor subfloor _ _ first floor subfloor - _ I low girder I e l g ijill L." I see foundation plan) floor oists I I floor joists floor joists ( P ) J poure concrete slab (see foundation plan) I I see foundation plan otEl (see fnd. plan) (see foundation an I I I Unfinished Project Job No o _ --, Unfinished c Unfinished I I = CellarZatcoff 1801 _ o o ! � Cellar i i Cellar co `-------- Scale : File Name : o column column I I I poured concrete slab I a I L-___---- I w ' (see foundation plan) i As Noted 1801-Constrn A 2 I I I 3 ' L--------- __-I - -- L-------__� 1 Drawing o A2 1 I 1 I IT 1 poured concrete footing-- b- L---------� � : SectionMON . .. (see foundation plan) Section 1/4" = 1 '_O" Section AO 0 1/4" = 1 '-O" 1/4" = 1 '-O.. o FILLER BLOCK STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. Michael FASTENING SCHEDULE : Table talfr mi of the 2015 IRC Contractor to contact local building dept. for required strapping inspection. PLATE ONE 16d NOTE. This schedule does not include roiling for metal framing straps Macrina TO FILLER (see section for strapping and requirements section for rough ° opening framing requirements). TWO 16d BLOCK All nailing is a general specification it applies unless noted otherwise. THREE 16d NIP Porch / Deck Strapping Details Architect TO FILLER Joint Description No.of Nails Nail Spacing required uplift force as per RAFTER pp g BLOCK SIMPSON STRONG-TIE table R802.11 of the 2015 IRC ROOF&CEILING FRAMING 'CS20' Coil Strap 16d Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter over every rafter = 325 pOUrldS ❑ P.C., A.I,A. STAGGERED SIMPSON STRONG-TIE 12"O,C, Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist 'HCP2' (single hip rafter) 16d 12"O.C. VERTICAL N a TO SPACER ° Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap _ (3) 8d Nails ° 'HCP4' (double hip rafter) o STUD Ceiling Joist lops over Partitions (face—nail) (3) 8d common Each Lap �� (3) 8d Nails ° ° ❑ STAGGERED - (5) 8dx1-1/2" Nails Collar Tie to Rafter (face—nail) (3) 10d common Each End t0 rafter ° e THREE 16d g ( ) RIDGE o Simpson Strong-Tie Tie WALL Blocking to Rafter toe—nail (3) 8d common Each End BOARD o P 9- ° _ -ABA46 4"x6" Post Fill Void with STUD 1 Did TOE- TO FILLER Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter ° (2) 8dx1-1/2" Nails PLATE o -ABA44 4"x4" Post Rigid Insulation NAILED ° BLOCK WALL FRAMING to plates ti•• -ABA66 6"x6" Post ❑ 's .: , Prior to Sheath'g TO SOLE ° 0 ROOF ROOF ° Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER e o SIMPSON STRONG-TIE # SHOE Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side O ° H2A at each rafter (575 pounds) Typical Post Base Stud to Stud (face—nail) (2) 16d common 24" o.c. (5) 8dxl-1/2" Nails yp Header to Header (face—nail) 16d common 16"o.c. Along Edges to stud SHOE Top of Bottom Plate to Stud (end—nail) (2) 16d common Per stud Rafter to Rafter Roof Rafter to Plate Hip Rafter Connection Detail 21 Main Street 2 t6d common Per FootSton Brook, N.Y. 11790 Bottom Plate to Floor Joist, Band Joist, S1 Connection Detail S 2 to Wall I Stud Detail S3 _ to Plate Det � End Joist, or Blocking (face—nail) O Detail l 2% Ledger fastened phone (631) 686 6585 to wall structure fax (631)686-6786 Detaiof typical exterior of typical FLOOR FRAMING n email MMacrina@optonline.net l partition intersection Detail exterior corner post ii 5 8d Nails 'Sim son' H2.5 A joist hanger p Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist ( ) P web MMArchitectpe.com (600 pounds) See Rafter to Beam to not t0 SCaIG not t0 SCaI@ Bridging to Joist (toe—nail) (2) 8d common Each End These plans are an instrument of service and are Post Strapping Detail (S5) the exclusive property of the architect. Blocking to Joist (toe—nail) (2) 8d common Each End hip / valley Infringements of the concepts and design ideas Blocking to SII or To Plate toe—nail 3 16d common Each Block (5) 8D nails , rafter presented on these drawings shall be prosecuted 9 p ( ) ( ) rafter Simpson L70 to the fullest extent of the law. Copyright 2017: L o each side of beam 1� Michael Macrina Architect. All rights reserved, no Ledger Strip to Beam (face—nail) (3) 16d common Each Joist i SIMPSON ST G-TIE - �� port of the plans may be reproduced without the Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist Model 'HRC1. 1" f expressed written consent of the architect. 0 Band Joist to Joist (end—nail) (3) 16d common Per Joist o ° #,,,IIP 0 ( � beam ` 1 p I l common ° RAFTER o i I rafter ° ° joist hon er �� Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot o ° PIP 0 o I o JD g ' ROOF SHEATHING RAFTER °° l i ° 2"x Ledger fastened Structural Panels (see zone diagram) GE e i I O o l to wall structure (5) Interior Zone 8d common 12" o.c. �� 8d Nails ° Porch Rafter �j� 0 0 Perimeter Zone 8d common 6" o.c. 0 (2) SIMPSON STRONG-TIE ° ° Connection Gable Wall Edge Zone 8d common 4" o.c. 'CS20' Coil Strap o o Asse m b I Detail CEILING SHEATHING inside each column o o y Gypsum Wallboard 5d coolers 7" Edge / 1o" Field o 0 WALL SHEATHING Hip, Rafter Porch Roof Rafter to Common Rafter to Roof Beam Structural Panels 8d common 6" Edge / 12" Field to Ridge Detail S513eam to Post D eta i I I-II —(3) 8d Common Nail /Valle Rafter Dtl. Garage Door Portal Openings Sd common 3"oc into all framingS � at Each End of Str Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 S op Continuous FLOOR SHEATHING (Subfloor) From Porch m. over Roof Bm. Structural Panels Back Dow to Porch Bm. Date (4) 8d Nails plat` As Show 1" or Less 8d common s" Edge / 12" Field N h cripple studs are utilized over 3/26/18 Issued for Construction Edge / (8) 8d Nails LENGTN second fir. Greater than 1" 10d common 6" Ede 6" Field � END header,then provide one CS18 strap from top plate to cripple stud (� o LENGTH &from cripple stud to header Loo -Bear g Hollow SIMPSON STRONG-TIE \ header Fi rglass Column +J 'CS20' Coil Strap N (8) 8d Nails ° over every stud j (8) 8d Nails ~ LENGTH (1,030(1,030 pounds) � 8d Common Nails CONNECTION OF MULTIPLE PIECES Q N ° (8) 8d Nails _ OF TOP-LOADED BEAMS(1) t ach End of Strap a SIMPSON STRONG-TIE rnrn 3 CLEAR 'CS18' Coil StropPorc Girder 1%4"Width Pieces: V/ A SPAN over every jack & king stud SIMPSON STRONG-TIE Post t Beam Strapping • Minimum of 3 rows lOd(3"x 0.128")nails at 12"o.c. 'CS20' Coil Strap w ; Simpson 2.5 • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. r1 over every stud Install 'Simpson' CMST16 (8) 8d Nails Post for 14"and deeper beams LL first floor for 16 ft wide sliding door p ^ (1,030 pounds) 9 c . Post Base • If using 12d(3t/4')or larger nails,the number 0. i` Provide strap for No. Date Description of nailing rows may be reduced by one. 0 END each jack stud when L ° LENGTH multiple lack studs Project L (8) 8d Noils (8) 8d Nails are required red 3f/2"Width Pieces: o o q Concrete Pier rrnnZ Proposed • Minimum of 2 rows" bolts at VJ N ° =" rim Joist 24"o.c.staggered N H I low Porch Colum • — �j (8) 8d Nails (1)Load must be applied evenly across entire t Deck AssemblyDe it Residence beam width.Otherwise,use connections for side-loaded beams. Additional nailing or bolting may be > Gable Stud Wall First Floor to Second Jack Stud at required efertoc current dmultitlitmember > S7toWall Stud Dtl. S8 Floor Wall Stud Detail c Q ader O eniV .-/ He nbeams.Refer to current product 1►terature. g For Roof Beam :—Porch Roof Rafter to Beam N 0 (8) 8d Nails to Post Strapping (S5) Adam SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE (8) 8d Nails N 'CS20' Coil Strap , over ever stud over Coil Strap � y over every stud CS20 Coil Strap -a a Wrap CS20 Strap Continuous /11 (1,030 pounds) (1,030 pounds) over every stud N ° from foundation to porch beam & Shira W as shown 0 /� a (8) 8d Nails Zatcoff Rim Joist (2) 8d Nails blocking \\ Load-Bear'g Hollow r (8) 8d Nails lo/ (2) 8d Nails orb\e tie St Fiberglass Column 500 Four Winds Court Q wrap under----, (5) 8d Nails ; o ° o Embedded CS20 strapSouthold, NY PSPN516Z ^ sill plateI I wrap under i 'Simpson' H2.5 A ° °, ° ;o�s'L in concrete RPS28 MSTC52 LL l sill plate ;� o ° t� (8) 8d Nails top plate ° joist hanger I ,� III�I (5) 8dxl-1/2" Nails SIMPS STRONG-TIE Town of Southold .. -:•. IIl�I� wall , Suffolk Count ' • foundati Concrete Foundation 'on II��I� CS20 Strap y � i — II Il��ll stud over every d (8) 8dx1 1/2" Nails Drawn By: ED o k RC II 8 8d Nails R I 8 8d Nails O IIS II ( ) 0 III�II I M.P. iu a, .► RIDGE Wall Stud to Wall Stud to Sill Plate Cantilevered Wall S d Checked By: , .r t t. w ' i D � k 1 Rim Joist Detail S O 11 at Garage S G a e Wall Rim T I S to to o P I ATEROR .� , PIPE Li � ate D II Solid Post Porch Column M.A.M * .� to Foun 'n A m d sse bly Dtl. ATTIC S/ l/ Beam to Joist Strapping �A ! Note: STRAPPING INSTRUCTIONS NSI SS1.5 m Simpson H2.5 (hot-dipped galv.) :r m o Required where note Sheet Title II rlas 1. A Strapping in o BeB n n T e 1 1 4" Wide f ® PP 9 d 20 Ga. Steel ✓� UP / CD / a BLOCKING 2� BAYS N or 'Simpson' Equivalent CS20 (coiled strap) (4) d Nails see deck led r , Ns1 c g BACK © 48 O.C. = Deck Joist detail, sam sht. St ra Details Solid Corner Post Unless Noted Otherwise. l pp g '` .� for atta ent 0 a ,�.� 2. Use Stainless Steel Straps & Fasteners or to use o _I °I°° m N SECOND FLOOR a 'SIMPSON' Soli orner Post---� ` Hot-Dipped Galvenized When in Contact Nailing Sch 2-16d Common STHU14KJ (House walls) with Pressure treated Lumber. a ■ N 0 nails at 6"o.c. D14 r I Porch Girder v NS1 U m o �: STH (Garage walls) (4) 8d Nail r L z _ x SIMPSON HDU8 S 2.5 3. Install Strapping For II U.1 > w PP 9 A New Construction. U x �� Post to Bea tra in And where noted on Ions PP 9 FramingDetails , v P c O �; 7 8 dia. 2-16d Common Simpson H2 (hot-dipped galv.) > _ 4. Install Strapping for Each of the Following: t U Y LINES = Threaded Rod nails @ 6 o.c. Post c BLOCKING 2� BAYS U `• I Blocking for full length -Rafter to Rafter over Ridge Post B e Q BACK @ 48 o.c. a) �: 1 at Endwall of stud -Rafter to Plate to Stud IX = HSS2-3-SDS1,00 IV .5 C Blocking iu -Hip Rafter to Plate to Stud IZ NS1--► FIRST FLOOR C � I� a -Common Rafter to Hip/Valley Rafter ELECTRICAL WIRING \.\ c gra EndW011 second floor o Project: Job No. •; :.; ��- ONE#4 I E -End Wall Studs to Wall Studs a U REBAR I I i -Header to Jack Stud Zatcoff 1801 '• Concrete Pier o ' - NS1 �'�a i%a \n -Jack Stud to Rim Joist Scale : File Name : PSPN516Z LOAD BEARING WALL (with HVAC Chase) °• <. o (� g< < ` MSTC52 rL co<� _ -Wall Stud to Rim Joist As Noted 1801-Constrn A \ PSPN58Z BLOCKING 2� BAYS O 301.. < 1Etott` � _Cantilevered Stud to wall below If footing occurs BACK Col 48 O.C. Rim Joist to SIII Plate install (2)#4 dowels DrawingNo. •: RPS28Z � 'SIMPSON' HDU8 DS2.5/ ° first floor -Rafter to Ledger with joist hanger Gable Wall BlockingMI o Holddown Conn tion Dtl. a -Rafter to Beam to Past = Holddown Connection Dtl. -Beam to Past to Floor Beam D ek Strapping Plumbing , Electrical & H VAC Protection Guards a -Floor Beam to Past p , not to scale H 1 for first floor to second floor con ctlon 0 -Post to Pier (footing) ssembl Detail where noted on floor plans -Joists to Beam not to scale