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Home My WebLink About42427-Z �Q�O��FFO�'�CpG Town of Southold 3/10/2020 0 P.O.Box 1179 53095 Main Rd �g.�j0• �oo�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41129 Date: 3/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4800 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2018 pursuant to which Building Permit No. 42427 dated 3/2/2018 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: alterations and additions, including covered front porch, to an existing one family dwelling as applied for per ZBA #7122, dated 2/1/2018. The certificate is issued to Farrand,Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0002 1/24/2020 ELECTRICAL CERTIFICATE NO. 42427 9/12/2019 PLUMBERS CERTIFICATION DATED 8/16/2019 CulchoRie East PlumbmA Plumb &Heat d ignature goFFoc�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY ?sal,� Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42427 Date: 3/2/2018 Permission is hereby granted to: Farrand, Kathryn 47 Shoreham Rd Massepequa, NY 117587229 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 4800 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 2/13/2018 and approved by the Building Inspector. To expire on 9/1/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,116.40 CO -ADDITION TO DWELLING $50.00 Total: $3,166.40 i g 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 I%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. c=;2— New Construction: >C Old or Pre-existing Building: (check one) Location of.Property: �a�y �eg:X- �' ✓ House No. / Street Ha et Owner or Owners of Property: Suffolk County Tax Map No 1000, Section l Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pp icant Signature pE S0�/r�,®� . Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlina—town.southold.ny.us Southold,NY 11971-0959 ®lyCOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathryn Farrand Address: 4800 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 42427 Section: 111 Block: 8 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hildebrandt Electric License No: 38496-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 26 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 12 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel 100A A/C Blower Range Recpt Gas Fluorescent Fixture Pumps Transformer Appliances Dryer RecptEmergency Fixtures Time Clocks Disconnect Switches 2g Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment: UC Lights-3, Exhaust Fan-1, Cove Lights- 30', DW, Micro, Fridge Notes* Inspector Signature: �+. S Date: September 12, 2019 S.Devlin-Cert Electrical Compliance Form.xls - 1 • t . h D Town Hall Annex 1 [ Telephone(631)765-1802 54375 Main Road . Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 " BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 1 6 2019 . �w 1 5 C E R T I_F I CAT-1 O N: 3 ll � Date:, Building Permit No. j Owner: 1`I v ! C'L Ca (Pleas V15rint) - -____.dumber: �c�C�-- _ �`} .�-��I-- �v j'}' `�= - - - • - - - - - - ---- - — (please print) - . 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. i i i (Plumbers Signahire)- - Sworn to before me this day of 20C-) i Notary Public, County CONNIE D.Bl1NCH i NotaeY Public,State of New YOMl No.0`113U6185050 Qualified in Suffolk County Cp !In►esion EWTP-s Aotil 14,2- E 3 4 � SOF SOpT�, how opo , TOWN OF SOUTHOLD BUILDING- DEPT. 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 REMARKS: f�b(/"brj _DATE ANSPECTOR s0 ao� yO�o o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PL13G. [V FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] El FCTRICAL (FINAL) REMARKS: l Olr r" r vA o OV .0 DATE �'� INSPECTOR r, 50UlHo{o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC -ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ 7] 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: Y�orn 4vw ) �V. 1 ri& vfaw V& u &bAo� t4g, vVI w000r DATE INSPECTOR SOUryOlo N O i cnurm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR OF 50U1y # TOWN OF SOUTHOLD BUILDING DEPT. 4ouff 765.1802 INSPECTION. [ ] FOUNDATION 1ST [ ] R21JGH PLRG. [ ] FOUNDATION 2ND [ ;"' INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: - 1 ( \r1 _cAvA 1 M�e 0 COAv tltllLYl d 62 n / V DATE INSPECTOR 50UTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 Q �.. .� a jL u04 V r SII ` cpt, *fy-- a, �i ua�oma► • �' A'f�i�S� - ��/ ,Gb I W 1 71 DATE INSPECTOR j �t pF SOUIyOIo t4 !Z 27 } # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' - I FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING , [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o/U Cri 0010 DATE ZZ INSPECTOR It -% - -- q,2, q s TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST , ] ,ROUGH PL13G. FOUNDATION 2ND 'I NSULATIOWCAULKING 'y I 1=1 FRAMING /STRAPPING I FINAL -FIREPLACE & CHIMNEY ] 'FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION �ECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O c REMARKS: a, vin . DATE �JW*J!c�60 INSPECTOR CALL US:631 398.6906 EMAIL US:michael@greenguru.org WEB US:www greenguru org MAIL US: 12 Arbutus Ct,Greenlawn, NY,11740 Green Guru, LLC, HERS Raters Green Guru, LLC Blower Door Air Leakaae Test Form, 2015-IECC/NYECCC 2016 Version 2019 07 01 Date: 08.24.2019 Clients: Kathryn Farrand and James Mooney CC: Property Address: 4800 Nassau Point, Cutchogue NY. 11935 Cubic Volume Served: 146 cf 20154ECC R403.3.4 allowed total leakage: ACH W a, 2015-IECC R403.3.4 Prescriptive cfm: <7,321 60cfm 2015-IECC R403.3.4 Total measured cfm: 5,564.2.1 cfm AW Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: J BPI 5060842 Notes: D ) 1(L:fes U V Lr:, � Test Conducted Per 2015 IECC 403. Blower Door Testing (Mandatory) - Post Construction Blower Door Test conducted with T SEP 5 2019 r all gall Finishes Completed, House has large cubic volume, Double Height and Vaulted Ceilings through-out. (Green Guru, LLC)by Client by Sign "[ii+/T/�oif 0/ Sign Name Michael Catalano Name LIABILITY DISCLAIMER ADDITION Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and or field test While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified Budder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project Attainment of protect certification or test results have no bearing on payment for services performed under this Job Order and Contract Budder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client CONFIDENTIAL INFORMATION'"'-1993-2023 Version 20190101 Mailing Address 12 Arbutus Ct Greenlawn,NY,11740 1 1 • • • • 1 I f� FOUNDATION (1S VIM T) MIFI—AM15, p ENERGY'FOUNDATION (2ND) A L��Ko Kill '�AA mm ROUGH FRAMING& PLUMBING INSULATION PER N. Y,. STATE • 1 itsod, :A� 71A' !��►.^:�'.'� rte' ,;1� / 10 .� ��,y' /! �, ► _ ft"KV, a V, -W Oro, r4l Ar 1 TIM ADDITIONAL CMMENTS e / =iM�� CWe i •n • ► t. "• _ ilgrg10 1. s SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST LDING DEPARTMENT Do you have or need the following,before applying? "TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. 42 Z Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined3b20� D +f� � (� +� f Storm-Water Assessment Form DD , `Contact: Approved ,20 Mail to: P—a H(�('"jr� Disapproved a/c FEB 1 3 201 /- Phone: 1&5 --14�2)0 Expiration 20 TOWN OF SOUTH LDA/ "k2'S � Pte- rna�r BuildingI r �ct -A)(- (Y\(* moofl Cl APPLICATION FOR BUILDING PERMIT Date- C:Q� 920/f INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or, areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and re lations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) �✓ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 'a BGG (As on'the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wi be do e: C� CfiG( i � House Number Street Hamlet County Tax Map No. 1000 Section Block,; lJ'f 1;c,(,7-13 Subdivision &,qJgGi(,( i�-�`� Filed Map N'o' Lot y� f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: �~ . a. Existing use and occupancy fO uQ b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteratio Repair Removal Demolition (Description) 4. Estimated Cost Fee ! s`z m ro,bp` aid on filing this application) 5. If dwelling,number of dwelling units i ; I17mber of,dwelling units n 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 , ��,,..:,,-.�:;n�Re11ar7 �' Depth WJ :J�Alea•n.Y W.S• L. c{w? Gid Y. ,s e; Height ,Number of Stories Dimensions of same structure with alterations'or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NA 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO`_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYVREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ' NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey, to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. t / STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Ageq Yorporate 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. S to before me th �;& (lay of 20 Nota is f BETSY A--PERKK5 Signature of Applicant 'Notary Public,State of New York No.'01 PE6180636 Qualified in Suffolk Cou Commission Expires July 18,I� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 c�a Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate �- Storm- at Assessment Form 4.� Contact: /�/�, /' Approved 20 Mail to Disapproved a/c "a / Phone: Expiration ,20 ® [EVE OWV � Buil ing I etor KATION FOR SUILDI SSP 1 4 2017 _ Date 20 -- INSTRUCTIONS BUHM INN DEFT. a.This W#AqigVVUVT9M3tpletely 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. gnature of applicant or name,if a corpor tion) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Y �Vlr&i'1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro sed work will bne:/ed (� s vzu House Number Street Hamlet• _ County Tax Map No. 1000 Section I ' Block l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition ,Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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#ature and extent of each type of use. 7. Dimensions of existing structures, if any: Fronts, `'k Rear Depth Height Number of Storms Dimensions of same structure with alterations or additions: Front f/r,, E? '?"�=5;�� ea� ""� I Depth Height Number oflSkor`ies ' = =� k y i i 8. Dimensions of entire new construction: Front Rear "--1 '".r c Depth„; Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13:Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. ,Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property. * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: CO Y O being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign' g contract)above named, (S)He is the (Co actor,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. STv before me this 1 day of " 20 ET A E INS ;�Felm_sa at NO d u i No.01�PE6130636 Signature of Applicant Qualified in Suffolk Coun r'nmmission Expires July 18� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 19, 2017 TO: Patricia Moore(Ferrand) 51020 Main Road Southold,NY 11971 Please take notice that your application dated September 14, 2017 For a permit for additions and alterations to an existing single family dwelling and the construction of a new accessory garage at Location of property 4800 Nassau Point Road, Cutchogue County Tax Map No. 1000 -Section 111 Block 8 Lot 12.1 Is returned herewith and disapproved on the following grounds: The posed construction on this property, with two front yards, is not permitted pursuant to Article IV, Section 280-18, which states, "No building or premises shall be used and no buildingorpart thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum front yard setback of 50 feet. Following the proposed construction, the dwelling will have a front yard setback of 42 feet(from Nassau Point Road)and 18 feet(from Carrington Road) In addition, the proposed accessory garage is not permitted pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear a The pEoposed accessga garage is noted as being in a side vard, rize nature e— Note to Applicant: Any change or deviation to the above reference app ication may .equire further review by the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 19, 2017 AMENDED: October 10, 2017 TO: Patricia Moore(Ferrand) 51020 Main Road Southold,NY 11971 Please take notice that your application dated September 14, 2017 �- For permit to make additions and alterations to an existing single family,dwelling and the construction of a new accessory garage at Location of property: 4800 Nassau Point Road, Cutchogue County Tax Map No. 1000 - Section 111 Block 8 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this property, with two front yards, is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum front yard setback of 50 feet. Following the proposed construction, the dwelling will have a front yard setback of 40.5 feet(from Nassau Point Road)and 18 feet(from Carrington Road). In addition the proposed accessory garage is not permitted pursuant Article III, Section 280-15, which states, "...accessory buildings and structures or other accessory uses shall be located in the required rear yard." The prop9sed accessory garage structure is noted as being located in the side yard. i This tice o a al' as amended in re onse to a submission of a new sunLey. i 10, Authorized Sig ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. I( BOARD MEMBERSUT Southold Town Hall Leslie Kanes Weisman,Chairperson \\O� SCyp 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora Jit Office Location: Eric Dantes ,c Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento IyC�U Southold,NY 11971 Jy�� Y � http://southoldtownny.gov u v D ZONING BOARD OF APPEALS U� TOWN OF SOUTHOLD FEB 2 0 2018 Tel.(631)765-1809 •Fax(631)765-9064 RECEIVED BUII.DWG DEPT. g-9? -� P& �W( "OWN OF SOUTrT FVIDINGS,DELIBERATIONS AND DETERMINATION E 8 - 6 2018 MEETING OF FEBRUARY 1,2018 l.L Ir ZBA FILE#7122 Sf9uthold Town Clerk NAME OF APPLICANT: Kathryn Farrand PROPERTY LOCATION: 4800 Nassau Point Road, Cutchogue,NY SCTM No. 1000-111.-8-12.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 21, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 46,045 square foot parcel located in an R-40 Zoning District. The property runs 96.67 feet along the easterly property line fronting Nassau Point Road, 293.03 feet along the northerly property line fronting Carrington Road, which the survey labels as "not open", 113.91 feet along the westerly property line, and 302.80 feet along the southerly property line. The property is improved with a two story frame single family dwelling with an attached garage, an attached wood deck and an accessory swimming pool as shown on a survey prepared by John T.Metzger LLS, last dated September 27,2017. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article IV Section 280-18; and the Building Inspector's September 19, 2017, Amended October 10, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling and to construct a new accessory garage,at; 1)single family dwelling,having two front yards,measures less than the code required minimum front yard setback of 50 feet, 2) accessory garage located in other than the code required rear yard; at: 4800 Nassau Point Road, Cutchogue,NY. SCTM# 1000-111-8-12.1. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to the existing house that will result in a front yard setback of 40.5 feet from Nassau Point Road and 18 feet from Carrington Road where code requires a 50 foot setback. The proposed construction will result in the garage, for which a building permit was issued, being in a non-conforming side yard location where code requires the garage be placed in a rear yard. Page 2,February 1,2018 N #7122,Farrand SCTM No. 1000-111-8-12.1 ADDITIONAL INFORMATION: Carrington Road is a legal road on the tax map and survey; however, the land was not cleared and the road was not built. The ZBA has previously granted Appeal #256 dated March 10, 1960 for this property to allow for a reduced front yard setback from Carrington Road, and again granted Appeal# 6564 for a front yard setback of 20 feet from Carrington Road, and a front yard setback of 45 feet from Nassau Point Road. In 2012, the current parcel was created as the result of two combined smaller parcels (previously known as 11-8-11 & 11-8-12)merging. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 18,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The front yard setback for Carrington Road that is proposed will result in two feet less than what already exists. Carrington Road is a "paper road" and has not been opened and there are no plans to improve it. The decreased front yard setback for an entry porch which will remain open to the weather. Since the property has increased in size and width when it was recreated in 2012, (the merging of two smaller lots) the accessory garage appears to be in the subject rear yard and the slope of the property in the side yard would seem reasonable and appropriate. A building permit for the accessory garage was issued in July of 2017; before the applicant proposed an addition to the dwelling. Consequently, by adding to the dwelling, the location of the accessory garage will be in the side yard. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The existing structure has non-conforming front yard setbacks from Carrington Road and Nassau Point Road. The proposed non-conforming 40 foot setback accommodates a concrete porch which will remain open to the sky. The garage was built in a conforming rear yard following the issuance of a building permit. However, the new addition to the subject dwelling placed part of the accessory garage in a side yard,thus requiring a variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 10% relief from the code for the setback from Nassau Point Road, 60% relief from the code for the setback from Carrington Road and 100% relief from the code for garage's non-conforming side yard location. However, Carrington Road is not open and is wooded,the non-conforming setback from Nassau Point Road accommodates a concrete covered porch that is less than '/o of the width of the front elevation of the dwelling, and the now as built additions and alterations to the single family dwelling placed the garage partially in the side yard.Additionally,the accessory garage appears to be in the rear yard and is located on a flat area of the subject property. Moving it entirely into the rear yard would require building into a slope and the construction of retaining walls. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a single family dwelling, and an accessory garage Pbge 3,February 1,2018 #7122,Farrand SCTM No. 1000-111-8-12.1 while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the architectural plans prepared by the TEHN Design Group, LLC (unsigned and unsealed) dated August 24, 2017 and survey prepared by John T Metzger LLS, last dated September 27,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The front concrete porch shall remain open to the weather and not be enclosed by screens or conditioned space. 2) Prior to the issuance of a building,permit for additions and alteration to the single family dwelling, the applicant shall submit stamped and signed architectural drawings-to the Zoning Board of Appeals. 3) The "as-built" retaining wall/foundation supporting the driveway shall be amended to include safety measures to ensure the safety of people and vehicles on site. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,and Dantes(Member Acampora and Membe ehringer were absent). This Resolution was duly adopted(3-0) i Les ie Kanes Weisman, Chairperson Approved for filing a / oZ /2018 U � 0 )Z��[W,AT)E)� J- �co�v _ Russell SUPERVISOR 1�[A\�A\(G�)E��[IEN�� SOUMOLD TOWN BALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'llyJO tea- Town of Southold C_HAPTER 236 - ST0RMWATER MANAG_F,_M NT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) FEB d 2018 aO - Daus PR® cT al�v®a� ®li Tial; FOLLOWING: ; (CHECK AM THAT APPLY) Yes No El 0'/A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. FA ❑ B. Excavation or filling involving more than 200 cubic yards of material within-any parcel or any contiguous area. ❑�. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. F1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ` E]SE. Site preparation within the on 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, igna3uxe,6ontatt-int'onnation,-Date-&-count-g-Tax-Map_Number—Chapter--,23Fa.-does-not_appl*ta.-your-Proie( If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. �`: ]000 Date APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) District NAME C(. Section Block Lot Cd -1 ;OR BUiI_Dl\G DE?=:RT €E hT l c4�ONIL`•-' -V3 37 Contact Informailore 7 Reviewed By: I 1 — — — — — — — — — — — — — — — — — — Date- Property ate: Pro ert Address / Location of- Construction Work: — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater lvlanagemeni Control Plan is Required. (Forward to Engineering Department for Review) FORM ` SivlCP- TOS MAY 2014 Ai?� S.CT.M. 1000 CHAPTER ?36 in"q o.n,�Pmtmwnl.went,Cmtr"M other) -� dO A' - . �y —_ _/9. / StoKmMter Mana gment Control Plan CHECK LIST NAME Moore section Blocs: Lot x s M C P -Plan Requirements Provide ONE,copy of the Building Permit Application. Pk../��5�`�3� Date: ` * The applicant must provide a Complete Explanation and/or Reason for not providing ami all Information that has been Required by the following Checklist! 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! show all of the followingitems YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required b .§2ss-rnc Z. 5/✓'I/ u! d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water_ e. Limits of Clearing& Area of Proposed Land Disturbance. L Existing&Proposed Contours of the Site (minimtim z IntervaW g. Location of all existing& proposed structures, roads, SIC)N CONTROLS driveways,sidewalks,drainage improvements&utilities. EROjUFjph. A�glimited to: h. Spot Grades&Finish Floor Elevations or all existing& irttrance, proposed structures. & L Location of proposed Swimming Pool and discharge ring. ire Backed Silt Feneift Location of proposed Soil Stockpile Areas). eeBing k. Location of proposed Construction Entrance/Staging Area(s). /77 1. Location of proposed concrete washout area(s). m.Location of all proposed erosion&sediment control measures. BRA .ID 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to captures store,and infiltrate T15ring at 755-114MTKII. Ore MArT _ on-site the run-off from all impervious surfaces generated by a two(21 inch OciCkfill, OR Provide Engineees Certification rainfall/storm event. 5,cl&e �ddslda 1-?/P that tMe drainage as er lnstalied to Code. 3. Details&Sectional Drawings for stormwater practices are required for approval TjD Items mmuiring details.shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e g.catch basins,trench drains,etca d. Leachins Structures (e. .infiltration bas swales.etc) ***" FOR ENGINEERIN EPART SE ONLY**** Additional Information is Required. Reviewed& l Stormwater Management Control Plan is Not Complete. Approved By: - - - - - ..._. - - - - - - - - - - -- - - - - - - 1 Stormwater Management Control Plan is Complete. Date: 3 /� l SMCP has been approved by the Engineering Department. FORM ' SWCP Check List-TOS MAY 2014 oSO .c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o � Yom,-,. �_�, '.�:• =-' . d�� fpr r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov sea nd(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: (�� Lr! �.�Ig-�� F—, L K- C(2( Name: LL �C— R License No.: email: Address: &7? (Z 1 0 u ( L Phone No.: (gyp JOB SITE INFORMATION (All Information Required) Name: 14 Address H T ( P' Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / Rough In Final Do you need a Temp Certificate?: YES / O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls �� r� $uFF�K BUILDING DEPARTMENT- Electrical Inspector p TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �4-, � Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a)town.soutli"old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -. - ryL I . - V-L(:Ur�f - Date: - Company Name: Name: tin- License No.: IfL email: -� Address: L r 1 Q k 1ZY0 Phone No.: JOB SITE INFORMATION: (All Information quired) Name: Address: ItIffm Vax�l ) Cross Street: u Phone No.: Bldg.Permit q97 email: Tax Map District: 1000 Section: / Block: Lot: f BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: ah Is job ready for inspection?: //y S / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information- (All information required) Service Size 1 Ph 3 Ph Size: JYO A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional'Information: _ PAYMENT DUE WITH APPLICATION L� - S-0 Request for Inspection Fonn.xis �� S�j�fOCQ Town Nall Annex ' Telephone(631)765-1802 54375 Main Road �_ Fax(631)765-9502 P.O.Box 1179 _ w -- — ------ BUILDING-DEPARTMENT - - - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR-TIMBER CONSTRUCTION • Dat : '141 14 Owner:, -� `2 . Location of Properly: t` �� *tw"C Vz-.•• t��C) a I�dl� Please take notice that the(check app[lq#le=line): New,commercia[ or.residentiai structure f Addition to 6,d6ting commercial or residential structure Rehabilitation-to an existing commercial or residential •structure to be construcie�l or performed` A the subject property reference above wsll'utilize (check applicable line),, Truss type construction (TT) Pre-engineered-wood construction (PW) Timber construction(TC) in the following locafion(sheck aDD ir:a IP linel-- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature. ASTER, Name (persAnrmd- g this form): - �- ` �, �n` Capacity(check applicable Gne}: vQf o)m` ---y---- Owner �� 4 'J Owner representative �'�i� 6' TrussRegl5.docx Effective 1/1/2015 t-"►� - �� - t. � • �, �. __ � _. ��. _ '. . -� . _ . . .,� �.6: � p I •.. � -1 .�.�..-- I - �` 4A • 1 � 4 k w ti F r �4 i G 1 jz FD SEP52019 BUTLDTNG DETT, JAN 2 7 2020 .rte � ��( `t'• _ -._ fq �, l SPEED MESSAGE TO FROM Law Office Of Patricia C.Moore PT 51020 Main Road, Southold - - 631.765.4330 kk ir DATE cc V 116� L) lbp,4n co U \1 OCT - 5 2017 Om 0, S 1 Cj Towr4 OF SOUTHOLD on QIA SIGNED rim WHITE ORIGINAL CANARY DUPLICATE 44-900•Duplicate•250 Sets Suffolk County Department of Health Services Office of wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthwWM@suffolkcountyny.gov ' r CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Leave blank any items that are not applicable to the installation. **A sewage disposal system sketch alolm with location measurements from at least two buildin,-corners must be provided on the back, or on a separate sheet and attached to this form** Health Department Reference Number: le-C oC) 2, Suffolk Tax Map#:Dist: /Do G Sect(s) %rte Blk(s) 6 8 Lot(s) 2a _ Project Name or Address: �i''(f� �t oiK14 n� Applicant/Homeowner Name: S r,.t /0ta veK Date of System Installation: Y-2o IIA TS TREATMENT UNIT SEPTIC TANK Make an del: Volume (gallons): Rated Daily Trea Capacity(gallons): Material: {]"Concrete, [] Fiberglass/Plastic Material: [] Concrete 'iberglass/Plastic Shape: , -Rectangular, [ ] Cylindrical Top: [] Slab, [ ] Traffic Slab, [] Dome DISTRIB UTI CHING POOLS(If applicable) Name of Tank Manufacturer: Number of Pools Diameter and Effective Depth ASE TRAP Top: [ ] Slab [] Traffic Slab [] Dome Volum allons): Name of Precast Manufacturer: Material: [ crete, [] Fiberglass/Plastic Top: [] Slab, [ fic Slab, []Dome LEACHING POOLSA-ALLEYS Name of Tank Manufacturer: Total Numberf Pool Galleys Diameter/Dimensions and Effective Depth ��'ar OTH R LEACHING SIR UCTURES Top: [] Slab �ITrafflc Slab f -e,,W Dome Make an ode/ (if applicable): []N/A Name of Precast Manufacturer: -Sc-P� Total Linear Feet of Leachin Structure(s): COVERS AND LIDS Installed covers comply with current standards (secondary safety device installed if cover weight less than 60lbs.) Fres []N/A I hereby certify that the subsurface sewage disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards of the Suffolk County Department of Health Services as well as any other municipal agency requirements;and any and all m-echanicai_lelectrical compo nts have been tested and are operational in accordance with manufacturer' recommendations. Installer's Signature: Date Installer's Name: Company Name: ,�N� ��aiNA �- �2 Phone Company Address: PoB %Se' Ca �� /f)"Y 11533 _ Consumer Affairs Liquid Waste License Number and endorsement(s): 3 2C cJ **INADDITION TO ABOVE, COMPLETE BELOfV FOR SANITARYREPLACEMENTIRETROFIT ONLY.• In addition to the above information,I hereby certify that this OWTS replacement or retrofit meets the Department Replacement/Retrofit Standards, and that other alternatives are not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents an improvement to sting sewage disposal system conditions. Installer's Signature: Installer's Name: THIS DOCUMENT MUST CON ORIGINAL SIGNATURES FROM THE LNSTALLER W4VM-078 (06/19) A5 /3 S s 0 t,,p f3 A 3,3 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGEDISPOSALSYSTEM ABANDONMENT Health Department Reference Number: Suffolk Tax Map#: Dist: 1006 Sect(s)) Blk(s) Co' Lot(s) /9-/ Project Name or Address: �/��.�� G–i ��7 p�e Al� Subdivision Name&Lot# Applicant Name: ��rn //zalyt� I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool, from the foundation,was located and uncovered, AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items #2 and #3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of- Firs fFirs pool a feet diameter feet deep efprecast ( )block ( ) other First overflow pool S9 feet diameter feet deep (precast ( )block ( ) other Next overflow pool 8feet diameter feet deep"precast ( )block ( ) other Next overfloee diameter feet deep ( )precast ( )block ( ) other Company which pumped out ani ry system if different from certifying company: Name of Company: C/, s �'�s r oma/ Sc C z Address: 1 UCrt (?W AI,1'1, Consumer Affairs License Number: 0// L �J Contractor Signature: Date—e//F//5 Print Name/Company: "v 1 a")"-�f Phone Address: �� i3 �(�( C ve.A, Consumer Affairs License Number: 325 " L c� This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL.NOT BE ACCEPTED WWM-080 (Rev. 02/12) 1 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-111-08-12.1 _ SCALE- 1'--301 JANUARY 12, 2012 ZJ _ JUNE 15, 2012 (PROPOSED SEP71C SYSTEM) NOVEMBER 2, 2012 (PROPOSED ADDITIONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) MAY 7, 2014 (FINAL SURVEY) M N APRIL 19, 2017 JUNE 15, 2017 (PROPOSED GARAGE) JUNE 26, 2017 (PROP. CONTOURS & ELEVATIONS) SEPT. 11, 2017, (PROP. HOUSE ADDITIONS) o o 110 G ^O 006 /' �O J, '7-1-1 Z 0-11 X0 2° '\ N v I a O 6°AO 0yO Gs SOP y 'Tem. 1' �1 yEPtIC' -� LP g• Ki a-yt- R� AfiN M1N RAIN RUNOFF GONTA I NMENT PROP05ED HOU5E + ADDITIONS = 3579 5Q.FT. 3579 X 1 X 0.17 = 6064 CU.FT � - - 6064/42.2--=-14.4- V-F__-___ GpNLR^1,Y Ol �o o - ---- - —- 11pEW MpVE a EXIytIN FOR PROVIDE (2) DRY µ WELLS 6' X 6' DEEP 5 RE L �t 8E 9 m ORS WEUSE k P�Et)1 p `off O - 1 0� OR EQUAL CONNECT WITH GUTTEK5 + LEADER5 a 66 00 65 &ARA&E RA IN RUNOFF GONTA I NMENT -10 �Rv,o 51 ��VE p T��a 6ae PROPOSED GARAGE + DRIVEWAY PROPOSED GARAGE = 594 5Q.FT. of 591 X 1 X 0.17 = 101 CU.FT. FENLE Jr W1RE 50- 620,\ 922/22.3 = 4.5 VF °7 005= � �v 302.80PROVIDE (1) DRY WELL5 6'� X 5' E 'N 1 OR E UAL tA1 Ise WPV>, DRY WELL CONNECT TO GARAGE NN RO.�y� WITH GUTTER5 + LEADER5 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: PROPOSED DRIVEWAY = 2943 5Q.FT. R� A well maintained Construction Entrance, 2943 X 0.1 X 0.17 = 501 CU.FT. Wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive soils. 501/42.2 = 11.9 VF PROVIDE (1) DRY WELL5 6'� X 12' DEEP OR EQUAL WITH GRATE APPROVAL,OF STORMWATER MANAGEMENT CONTRO P N -To Code 736 Date: SIVar j Approved by: TEST HOLE DATA BY McDONALD GEOSCIENCE 1/11/12 CERTIFIED TO: �EOF NEWYo BROWN SILTY SAND SM KATHRYN FARKAND �'��' �� MET2 STEWART TITLE IN5UKANCE COMPAN �• c� -- 4.5' ADVOCATE5 A65TRACT (AC)A-0309 - PALE BROWN FINE TO MEDIUM SAND SP DRAINAGE INSPECTIONS ARE REQUIRED 6 Y.S. LIC N0. 496 P Contact TOS Engineering at 765-1560 before RS, P.C. �r Backfill, OR Provide Engineer's Certification (631 — O FAX (631) 765-179; P.O. BOX 909 that the drainage has been installed to Code. 1230 TRAVELER STREET my �e 1 I , PROP05ED 5EPT I G SYSTEM 4 DEDKOOM HOU5E 1-PKECA5T 1000 GALLON 5EPTIG TANK 2-LEAGH INC POOL5 8'� X 6' DEEP WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WATER YAGGARINO Oaj-11-7017 Cleanout must be installed on the septic tank inlet waste line.All utilities v�oc ;require a 5ft minimum�separation to the septic system. L�\jAG Ito � 0� 01 o Biu 0 r' It0 0 I I5T1{Il L. 1 Z \60 tp�j LOT 1P5o �- Fo 55Or Srsx �I�pVEONC'f�O �,i 1t V1010 S j W \ - OI �$ s GONcxsle 0. x PON° LR� x LO T 149 r `\'PA '71 v -A TS f \ E. 0.6 i POST I 362 � O"W LONL'E� g02 7 S7:a m a LOT �2 0- 05 bo (DWELLING �TM y' • o J ■ =MONUMENT • =REDAK 5ET A =STAKE 5ET I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND ELEVATION5 ARE REFERENCED TO N.A.V.D. GON5TKUGTION OF 5U65UKFACE SEWAGE D151`05AL SYSTEMS FOI SINGLE FAMILY KE5IDENGE5 AND WILL A131DE f5Y THE GOND I T I ON5 5ET FORTH THEREIN AND ON THE PERMIT TO LOT NUMDEK5 REFER TO "AMENDED MAP A OF NA55AU GON5TRUGT. POINT, OWNED DY NA55AU POINT GLUD PROPERTIES, INC' FILED I N THE SUFFOLK COUNTY GLEKK'5 OFFICE THE LOCATION OF PU6L I G WATER, WELL5 AND GE55POOL5 5Ht ON AUGU5T 16, 1922 A5 FILE NO. 156. HEREON ARE FROM FIELD 0155ERVATION5 AND OR FROM DATA 015TA I NED FROM OTHERS. " ANY ALTERATION OR ADDITION TO TH15 5UKVEY 15 A VIOLATION OF 5ECTION 7209OF THE NEW YORK 5TATE EDUCATION LAW. ADDITIONALLY TO COMPLY WITH 5AID LAW THE TERM "ALTEKEC EXCEPT A5 PER 5ECTION 7209-5U15DIV151ON 2. ALL GEKTIFICATION5 6E U5E1) 15Y ANY AND ALL SURVEYORS UTILIZING A COPY OF UCPC/MI 6pC7 %161 Irl Grip T1JIG 110p 6klf1 r npIFS -rWgPgn r1so v IG - -- - - - - - - - IN L la H L L K. t-ower bysiems LPG/Natu-r-a-1 Ga's 09001 VP Standard Features e DC2 Controller awas WIM o One digital controller manages both the generator set and Otte- Model RXT transfer switch functions. o Designed for today's most sophisticated electronics. o Electronic speed control responds quickly to varying L household demand. o Digital vottago regulation protects your sensitive electronics from harmonic distortion and unstable power quality. o Two-line,backlit LCD display is easy to read,even in direct sunlight or low light Kohler Command PRO Engine Features o Kohler Command PROD OHV engine with hydraulic valve V,o — fitters for reliable porformarwo without routine valve adjustment or lengthy break-in requirements. o Powerful,reliable air-cooled performance. o Simple field conversion between natural gas and LPG The Kohler" Advantage fuels while maintaining emission certification. • High Quality Power 9 Designed for Easy Installation Kohler home generators provide advanced voltage and o Polymer base eliminates the need for a concrete frequency regulation along with uttra-low levels of harmonic mounting pad,reducing Installation time and cost distortion for excellent generator power quality to protect o Hinged,locking roof. your valuable electronics, o Fuel and efectdcal connections through the enclosure wall 9 Extraordinary Reliability eliminate the need for stub-ups through the bottom Kohler Is known for extraordinary reliability and performance o Load connection terminal block allows easy field wiring. and backs that up with a premium 5-year or 2000 hour o Designed for outdoor Installation only. - limited warranty. - -- * Model RXT Transfer Switch ® Powerful Performance o 100 amp and 200 amp Model RXT automatic transfer Exclusive PowerBoost- technology provides excellent switches are available. starting power.@ o See page 4 for more information. * Corrosion-Proof Enclosure • Cortlificatione The bold new Kohler design is completely corrosion proof, o Meets emission regulations for U.S.Environments! even In harsh seaside environments,and is Impact-resistant Protection Agency(EPA)40 CFR 60 stationary source even at-340 C(-30°F), standards with both LPG and natural gas. * Fast Response Note; CARR does not regulate emergency standby Kohler generators restore,power to your home quickly and generators outputting less than 60 HP, Only the EPA reliablystandards apply. * Quiet Operation o UL 2200/cUL listed(60 Hz model). Kohler home generators provide quiet neighborhood- o Accepted by the Massachusetts Board of Registration of friendly performance. Plumbers and Gas Fitters a Approved for stationary standby applications in locations served by a reliable utility source, 9 Warranty 5-year/2000 hour limited warranty for on-grid(standby) applications In locations served by a reliable utility source. Generator Ratings Natural Gas Standby Ratings LPG M04:1011- vallagpPhase NZ Alternator WAVA Amps WAVA Amps 20AE= 120 4e, 1 60 2F7 lolls 75 20/20 83 RATWS:&Vvdby rafts lead J=a d SM kfthe dWaSon allh--Potter W-S" ftcnp wain*=,dance vdh*0,1046h,BS6614,A62789.WO 0016271 GENSPAL GUIDELNESFOADERATING ALT)WOE Vorale 4%P0,325 M(1000 0,)cfsvaOA ab2.0 153 fA r4OfL).TEUPMMWrE Cc=ct year bcd KoMel Co.9towalcr d*1,*,0&fu avabbfty. 04-250 120RESrL) 7/25 Dg!C[F- WE D 'APR 10 2018 MW LuING DFPZ TOWN OF SOUMOLD Alternator Specifications Alternator Specifications Alternator Features Specifications Alternator a Compliance with NEMA,IEEE,and ANSI standards for manufacturer Kohler temperature rise. Type 2-Pole,Rotating Flotd * Self-ventilated and dripproof construction. G4-250 MML) ?115 Fuel Requirements DC2 Controller Fuel System Fuel types Natural Gas or LPG Fuel supply Wot 1r2 NPT Fuel supply pressure.kPa(in,H20); Natural gas 0.9-2.7(3.5-11) LP 1.7-2.7(7-11) U 99E) O6 Fuel Composation urrilts• Nat.Gjas LPG Methane,%by volume(minimum) 90 min. Ethane,%by volume(maximum) 4.0 max. — The D02 controller provides Integrated control for the generator Propane,%by volume 1.0 max. 85 min. set,Kohler Model RXT transfer switch,programmable Propane.%by volume(maximum) 0.1 max. 5.0 max. Interface moduts,(PIM),and load management. C4 and highor.%by volume 0.3 mm 2.5 max. The DC2 controller's Vine LCD display provides a clear. Sow,ppm mass(Maximum) 25 max. easy-Wread display of status messages even in direct sunlight Lower hooting value, W1m3(Stuffi).min. 33.2(890) 84.2(22tor low light. • Contact your local distributor for suitability and rating derates,based on fuel compositions outside theta limbs. DC2 Controller Features * OFF,AUTO,RUN,and EXERCISE pushbuttons Operation Requirements * LED Indicators for OFR AUTO.RUN,and EXERCISE modes Fuel Consumption * LCD display: Fuel Fuel Consumption, o Two lines x 16 characters per line Modal TYPO %Load aftf.(ells) o Backfit display with adjustable contrast for excellent 100 8.0 (281) visibility 76 6.9 (243) * Scrolling system status display. Natural so 4.6 (161) 0 Generator set status Gas 25 3.8 (127) o Voltage and frequency 20RESCL— Exercise 2,0 (71) o Engine temperature 100 32 (136) o Oil pressure 75 3.1 (109) 0 Battery voltage LPG so 2u3 (02) o Engine runtime hours 26 1.7 (69) o Maintenance reminders Exercise— 1.0 (35) 0 OnCue®status(connectecildisconnected) Niominai i;Wr`ai; Natural gas: 37 Wrns(I ODD StuJitt) * Smart engine cooldown senses engine temperature LPG: 93 Wjms(2600 Otufft) a Digital Isochronous governor to maintain steady-state speed LPG convotsion factors: 8.58 ft.3=1 lb, 0-635 m3-I kg at all loads 36.39 tL3 -1 V. * Digital voltage regulation: =1.0%RMS no-load to full-load a Automatic start with programmed cranking cycle * Exercise modes: Generator Set Sound Data o Unloaded wooldy exercise with complete system Model 20RESCL 8 point logarithmic average sound levels are diagnostics 64 dB(A)during weekly engine exercise and 69 dB(N during o Unloaded full-speed exercise full-speed generator diagnostics and normal operation. For o Loaded full-speed exercise(Model RXT ATS required) comparison to competitor ratings.the lowest point sound I.evels a Front-access mini USS connector for SlIeTech- or USB we 62 dB(A)and 67 dB(A)respectively." Utility connection Al!sound levels are measured at 7 meters with no toad. * Integral Ethernet connector for KoNorl&OnCue Plus • Loviest of o points measured around the gonerwor. Sound levels at 9 Built-In 2.6 amp battery charger other points around generator may vary depending on b-aWlatlon 9 Remote two-wire start/stop capability for optional connection paramatera, of a Model ROT transfer switch * Diagnostic messages: o Displays diagnostic messages for the engine,generator set,model RXT transfer switch,and optional programmable Interface module(PIM). o Over 70 diagnostic messages can be displayed * A laptop computer and KohlerO SlteTech- software can be used to change system settings or upgrade controller firmware G4-= PLAESCL) 7r.5 o Displays diagnosbc messages for the engine,generator set,model RXT transfer switch,and optional programmoblo Interface module(PIM). o Over 70 diagnostic messages can be displayed • A laptop computer and Kohlert SheTech- software can be used to change system settings or upgrade controller firmware KOHLER GO.,Kohlm Wk=naln 53044 USA Kohler Power Systems Phone 6211-457-4441.Fax 920459-1646 Asia Pacific Headquarters For the nwrost sales and service ogget In the 7 Jurong Pier Road US and Canada,phone 1-800-644.2444 Singapore 019159 KOHLERPower corn Phono(6510284-6422,Fax 62646465 Standard Generator Set Features Model RXT Transfer Switch • ATS:Model RXT automatic transfer switch • Battery cables • Corrosion-proof potyn-ibr sound enclosure • Critical silencer • DC2 generator seVATS controller • EPA-certified fuel system • Field-connection terminal block • Flexible fuel fine 200 Amp w4h optional • Fuel solenoid valve and secondary regulator status Endleator shown, • Line circuit breaker. 100 amps - bl-listed • Multi-tual system,LPG/natural gas,field-converfiblo e 240 VAC/80 Hz • Oil drain extension with shutoff valve & Withstand rating 10,000 amps with specified breakers • Premium 5-year/2000 hour limited warranty 9 Designed for use only with Kohlerb generator sets equipped • Rodent-nasi stant construction with the RDC2 or DC2 controller • Sound-deadening,Ramo-retardant foam per UL 94, * The following transfer switch models are now available: class HF-1 o too amp RXT with 16-space load center and NEMA I Available Accessories* steel enclosure for indoor Installation o 200 amp service ontrance-rated Model RXT with Communication Accessories combined Interfacelload management board and OnCueD Plus Generator Management System corrosion-resistant NEMA 3R aluminum enclosure OnCueS Plus Wireless Generator Management System • See the RXT ATS Specification Show for more Information Concrete Mounting Pads C) Concrete mounting pad,3 in.thick 0 Concrete mounting pad.4 in.thick(recommended for storm-prono areas) Controller Accessories C] Emergency stop kit Generator Set Dimensions and Weights Programmable Interface module(PIM) Overall Size,L x W x H: 1216 x WS x 733 mm (provides 2 digital Inputs and 0 relay outputs) (48 x 26.2 x 29 in.) Electrical System Shipping Weight(with RXT ATS): Q Battery w/100 amp RXT ATS 268 kg(590 th.) ❑ Battery heater w=amp RXT ATS M h9(580 th.) Maintenance Maintenance kit(air and oil filters) L ❑ General maintenance literature kit Overhaul literature kit Q Production literature kit Starting Aids ❑ Carburetor heater, 120 VAC(recommended for reliable starting at temperatures below 0°C[32°F]} 0 Fuel regulator heater pad(recommended for W reliable starting at temperatures below-18°C[O*F]) W0TE--Domnsitm muu providO W 1dkCW=WIV and MOWd W W used 1-a Vlimng Transfer SwItch Accessories inatemm ccmact ym 6w t;taum kr=,e detaw 1rftffWftA C] RXT status Indicator for standard interface board DISTRIBUTED BY.• C] RXT status indicator for combined Interface/load Alternator Specifications Alternator Specifications Alternator Features Spse)ticatlons Alternator * Compl)anco,with NEMA.IEEE,and ANSI standards for Manufacturer Kohler temperature rise. Type 2-Pole,Roti ttV Rold . Sell•veniflated and dr)pproof construction. Leads,quantity 4 v011096 reptator Digital • Windngs are vacuurn-IMP riatad With 00xy varnish for Insulation: NEMA M01-1.66dependability and long life. Material Ctass H e Superior voltage waveform and minimum harmonic Tampsrattstr d" 130°C Standby distortion from skewed altemWor constructton. Bearing*q—tom typo 1.Sealed • Digital voltage regulator with x1.0%no-load to fun-toad couprutg Dauce RMS regulation Amodissour wlnclinga Full • Rotating-field alternator with static exciter for excellent Voltage regulation.no-fond to full-bad load response. RIAS :1.0% • Total harmonic distortion(THD)from no lead to full load with toad acceptance 100%of Rating a))near load is less than 5%. Peak motor starting WA 240 V: 41 Application Data Engine Engine Electrical Engfns speciffestlons _Fnglfw i:tsatrfoW Syatsm Manufacturer KohlW lgnitton eyatam Ele , Engine:model,typo CHI000 a-Gycta CepaciWe Disdiarge Cylinder arrangement V-2 Starter motor rated vatlsge(DO) 12 Dl*acement.cm3(w.ln.) 998(61) wry(per aoParatoM: Born and Malo.mm(tn.) 80 x 78.5(3.54 x 3 1) Ground Nogam Comprowaon ratio 8.8:1 Volts(C7 12 Mail bearings:quantay,type 2.Parent Material Battery Riney 1 Rated RPM 3= Recommeritted cold cranking amps: Max.engin pomr at rated rpm. (CCA)rating for-16°C(0°F) 500 kW(HP) Group size 51 LM 60 Hz 23.0(30.9) Natural gas.60 Hz 20.2(27.1) Lubrication Cyninder hoad mawnaf Ahunawrn LubrhmUnp Systsrn Vulva material Stoov-staLtoo Typo Frill Pressure Pistan typo and matmw Ahrtdri m APay OR cap"(shitty 1200.L(qL) 1.9(2.0) Cmnkshafl material Heat Treawd,Ductile Iron Oa Idler.quantity,typo 1,Carmso Governor:MW Efectronfe On eoclor Integral Frequency regulation.no baa to fug km wChrorms Fuel Pipe Size Raquensy negedatxsn.steady stats 10.5% talntmum Gas Pipe 8tre Rscammondstiom In.NPT Air cleaner type Ory Pips Length, Nslural Gas LPG Exhaust rn IN 261.000 t IWV. 340.000 BUW ExhauO Systaa 6 (75) 1 314 EXhMMt tomparanrre OXftg the 15 (50) 1 1 enclosure at rated W.dry.°C(°F) 260(500) 30(100) 1 114 1 46(150) 11/4 1 114 61 (200) 1 114 11/4 GA 2W ZASSC-i 7t1L REScheck Software Version 4.6.4 Compliance Certificate ,r CL,y� ay .,. c Project Mooney Residence - rr Energy Code: 2015 IECC s _ r7 Location: Cutchogue, New York I Construction Type: Single-family Project Type: AdditionJ_� Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4800 Nassau Point rd. Emmanuel Tehn Cutchoggue, NY 11935 Tehn Design Group 125 E.Sunrise Hwy Lindenhurst, NY 11757 • • a UA trade-off Compliance- 0.8%Better Than Code Maximum UA: 781 Your UA: 775 Maximum SHGC: 0.40 Your SHGC- 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 3,552 38.0 0.0 0.030 107 Wall 1:Wood Frame, 16" D.C. 4,488 15.0 0.0 0.077 279 Window 1:Wood Frame:Double Pane with Low-E 714 0.290 207 SHGC:0.32 Door 1: Glass 157 0.290 46 SHGC: 0.32 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,656 21.0 0.0 0.044 73 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1,896 30.0 0.0 0.033 63 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements lis d in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Mooney Residence Report date: 02/09/18 eta filename: C:\Users�josh\Desktop\mooney.rcK Page 1 of 9 r REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. :Section.. r Plans verified " Field Veelfied,:,., Pre-Inspection/Plan Revieuv:.,' Complies.? C®rnriients%Q.saimp `iois Value Value 103.1, ;Construction drawings and "a..h,�,.,r°❑Com�' plies :Requirement uirement will be met. 103.2 documentation demonstrate ., ,: „ ❑Does Not [PR1]1 :energy code compliance for the ,Location on plans/spec: ❑ ;budding envelope.Thermal =; ," r ., .,a ;{ Not Observable !See sections and energy envelope represented on tly `, .+.. "''s' "❑Not Applicable ,certificate. ;construction documents. fi,; k.'k>,`, x K'3 ! 103.1, ;Construction drawings and 4 ~.f_;.i❑Complies 103.2, 'documentation demonstrate 1❑Does Not 403.7 ;energy code compliance for 3❑Not Observable ; [PR3]1 ;lighting and mechanical systems. 4s,, !Systems serving multiple F ❑Not Applicable E r, :dwelling units must demonstrate r"<. ;compliance with the IECC „e, !Commercial Provisions. .,;Heating and cooking equipment is; Heating: ! Heating: ;❑Complies 40317 sized per ACCA Manual S based ! Btu/hr ! Btu/hr !❑Does Not [PR2]z',;`Vv- .'' on loads calculated per ACCA Cooling: ! Cooling: ,❑Not Observable ' , } Manual J or other methods Btu/hr Btu/hr ; approved by the code official. ! ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) z' Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\Users\losh\Desktop\mooney.rck Page 2 of 9 Section _ # `Foundation inspection Gompiies? Gorhments/Assu,mpt%ons: 3.03.2x1'°;`_;A protective covering is installed to ,❑Complies ,Exception: Requirement is not applicable. (f'01-t1 ,F.;,° protect exposed exterior insulation UDoes Not "sand extends a minimum of 6 in. below E t =' ,❑Not Observable; ?;,grade. ❑Not Applicable ; 403:9 A Snow-and ice-melting system controls;❑Complies ; 1012l=`"`t installed. ;❑Does Not ; y � ❑Not Observable; t❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,:2. Medium Impact'(Tier 2) [3d Low impact( ier3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\Users\losh\Desktop\mooney.rck Page 3 of 9 l \ ; V f a section'„ Mans Verified' Field Verified 4 Frarnin'),Ro r4h-ln Inspectimn Complies? C®mrit nt /Assiareaptions Re ,.iD 1laltae Value. a: 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, 402.3.6, `❑Not Observable 402.5 ;❑Not Applicable [FR211 303.1.3 1U-factors of fenestration products= " .;`? ❑Complies ,Requirement will be met. [FR4]1 are determined in accordancepnm ❑Does Not with the NFRC test procedure or P ;^;..,V `,;, ;Location on plans/spec: In ;taken from the default table. °r w `'' ;❑Not Observable £accordance with NFRC test 4, 14411& '❑Not Applicable ;procedures a.. 402.4.1.1 ;Air barrier and thermal barrierY," gv'�ry <❑Complies f Requirement will be met. ,, [FR23]1 installed per manufacturer's „^, ;, ;❑Does Not instructions. _,. `` ', f ;Location on plans/spec: ' Qy=,i. ❑Not Observable £See details.To be insatlled j❑Not Applicable `:as ,,xkr9� j per manufacturer. 402.4.3 ;Fenestration that is not site built >;, ;:.,,d❑Complies £Requirement will be met. [FR20]1 !is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA101/I.S.2/A440 i ❑Not Observable ; or has infiltration rates per NFRC 1400 that do not exceed code ,' <„ s"` ❑Not Applicable ; ;limits. E JC-rated recessed lighting fixturesi•�"_'_'",, = ❑Com lies :Requirement uirement will be met. [F11 216] . �'sealed at housing/interior finish � , „, I❑Does Not , labeled to indicate s2.0 cfm "?' '•, "`'" Yt, i 'Location on plans/spec: .,-','.,andw " ❑ „�' Not Observable ;leakage at 75 Pa. `' ;�a' M°atl ,•8 n'1 See details. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics "A ,;;, ",p = '❑Complies [FR12]1 :insulated >= R-8 where duct is ;. A :" ❑ F ,. Does Not >=3 inches in diameter and >_ ''„ ; ❑Not Observable R-6 where < 3 inches.Supply and r return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for F, ;diameter>= 3 inches and R-4.2 . tfor< 3 inches in diameter. , -403.3,3.5r.',Building cavities are not used as i.' - °R,aN "b;,. f' " ❑Complies [FR15]3 ;ducts or plenums. ;''. :`, =❑Does Not X !❑Not Observable " ,❑Not Applicable 403.4,','`." HVAC piping conveying fluids R- 1 R- ;❑Complies ; CFR17]zn"_ above 105°F or chilled fluids 1 f❑Does Not 1 'below 55°F are insulated to ?R- ''` ,3 ;❑Not Observable 1❑Not Applicable t z.^ 403.4.1 ;Protection of insulation on HVAC ): �- ,x,p.<" "❑Complies ; [FR2411 ;Piping. ~` , °; x ' "❑Does Not 1 i❑Not Observable ; ❑Not Applicable 403;5:3:, '?,Hot water pipes are insulated to R- R- '.❑Complies [F[118]2� 1?R-3• E❑Does Not Y f 3 t 2 ;❑Not Observable ; hs'° IA ;❑Not Applicable ,403'.&,,',,, !Automatic or gravity dampers are .. ;❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air _^", "y ``' ❑Does Not j ,,,mtakes and exhausts. 'Location on plans/spec:To ° ' ❑Not Observable ' w-, t,.a:� ;, ;�a ',�>; ;be provided by hvac sub. as •' []Not Applicable ;required. Additional Comments/Assumptions: 11 High Impact(Tier 1) r2,- Medium Impact(Tier 2) 3° Low Impact(Tier 3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\UsersVosh\Desktop\mooney.rck Page 4 of 9 1 lHigh Impact(Tier 1) "2 Medium Impact(Tier 2) 3- Low Impact(Tier,3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\Users�osh\Desktop\mooney.rck Page 5 of 9 r- , Section Plans Verified, Field Verified , Insulation Inspection- r Complies?- Commenis/AssurhDtions & Req.ID Value`=: Value - 303:1:i . All installed insulation is labeled I „; ❑Complies ;Requirement will be met. :[IN13,]2 ",orthe installed R-values ❑Does Not ` 'provided. . r - ❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;E] Wood ;E] '❑ Wood Does Not table for values [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ;❑Not Applicable , 303.2, ;Floor insulation installed per ❑Complies !Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the - Location on plans/spec:To ❑Not Observable underside of the subfloor, or floor i be installed as per ❑ Applicable framing cavity insulation is in - " Not App ;manufacturer. See sections. contact with the top side of $' sheathing, or continuous insulation is installed on the , underside of floor framing and ' 1 ;extends from the bottom to the #' :top of all perimeter floor framing members. _ # s 402.1.1, ;Wall insulation R-value. If this is a i R- R- :❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/z of the ;I E] Wood E] Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall :❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation I ; 'requirement applies(FR10). ❑ Steel +E] Steel ;❑Not Applicable f i 303.2 ;Wall insulation is installed per x ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. y" ❑Does Not Location on plans/spec:To j❑Not Observable :be installed as per } J❑Not Applicable ;manufacturer.See sections. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2" Medium Impact(Tier 2) 1,1 Low Impact(Tier 3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\Users�osh\Desktop\mooney.rck Page 6 of 9 � � ` Project Title: Mooney Residence Report date: 02/09/18 y Section:.. �---- M> Plans4,erifiec Field-Verified, ' # ' final inspectiori.Provisions coei9galis? Gm �ntas/Assiiriaptibns Ri-q.l�f. 1lalue` Vaieae_ 403.5:1: 4;Circulating service hot"water 'zw44, x:... ,❑Complies �(Fll ,",systems have automatic or ❑Does Not accessible manual controls. ;, E " � ,❑Not Observable ❑Not Applicable , 463.6,1, `.1AI1 mechanical ventilation system( "` ,'°IlComplies ; [FI'25]2 ';Jfans not part of tested and listed Does Not HVAC egwpment meet efficacy . `4§ ,and airflow limits. °. ; "_ ❑Not Observable _ }' ., ,:,❑Not Applicable 403;2",r ;Hot water boilers supplying heat ;,.,. 'y `" : a' „ ❑Complies ; ;through one or two-pipe heating f `,< Y 4 ;w, y„'.” "❑Does Not have outdoor setback , ,. ,❑Not Observable I -,control to lower boiler water Ft , emperature based on outdoor ;u. y. ., s;$>`;; ,❑Not Applicable ; temperature. ; ,a+. ^r ,.: ,;.. `❑Com 403:5.1.1.„`'Heated water circulation systems = �"�";; t �`r�� ' plies , [F12Sjz ,/,;have a circulation pump.The "" x» =a< ; ❑Does Not ; p system return pipe is a dedicated 4% y a ;❑Not Observable return pipe or a cold water supplyz », u t ” pipe.Gravity and thermos- !❑Not Applicable syphon circulation systems arey ` not present.Controls for ' ' ='circulating hot water system ` f. -:;pumps start the pump with signal . ?. E ;for hot water demand within the a: occupancy.Controls ; automatically turn off the pump ;when water is in circulation loop is at set-point temperature and 3'. I^ no demand for hot water exists. '403:5r1:2-_';Electric heat trace systems µ`" "> _. '*^❑Complies .w ` " 0129]? ,{com I with IEEE 515.1 or UL " " r >comply #. e• i ❑Does Not 515. Controls automatically �,❑Not Observable adjust the energy input to the ❑Not A licable a:'. ;-heat tracing to maintain the ; '" 4:>;, ., pp F ;desired water temperature in the Piping. .......t,. t 403:5.2 'I Water distributions stems thatp '❑Complies [F130], ,have recirculation pumps that ;a, '$"" )a ,❑Does Not um water from a heated water ;, .;° P P , '❑Not Observable supply pipe back to the heated .'.,, ; water source through a cold ;❑Not Applicable ;water supply Pipe have a b: a° demand recirculation water ; '{ jsystem. Pumps have controls a�- Ithat manage operation of the pump and limit the temperature . e N.""'of the water entering the cold '' ' ;water piping to 1049F. „b. t ^,4,03:5:4;-", Drain water heat recovery units „ jJ❑Complies 'r,F131]? '; ;tested in accordance with CSA j❑Does Not :, .,,3655.1. Potable water-side `❑Not Observable pressure loss of drain water heatr4, ' recovery units<3 psi fora. »<. ;'4., ❑Not Applicable individual units connected to one °$y' or two showers. Potable water- ,side pressure loss of drain water v4 a heat recovery units<2 psi for p y 7, ai individual units connected to .= jthree or more showers. 404.1 ;75%of lamps in permanent k; „ `g❑Complies [FI6]1 ,fixtures or 75%of permanent ` ry 'K" ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage `'"' ❑Not Observable E ;;. .< 'lighting. ` {❑Not Applicable ; 11 High Impact(Tier 1) z�,J Medium Impact(Tier 2) i Low Impact(Tier 3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\UsersVosh\Desktop\mooney.rck Page 8 of 9 Section; 0?da0s Ver'ifded =,Fiedd�ekiied # `~Finad`dnspection4Provisions Comp6des? Comments/Assiamptioris- &dte� Value Value e 404;l'i", Fuel gas lighting systems have �`w " ' ,"" '°` n µ = `{❑Complies [17123]34 M 1;yno continuous pilot light. ❑Does Not a ,,.. ;❑Not Observable ' y %❑Not Applicable , 4U1;3 `Compliance certificate posted. ,Mµ;, , ❑Complies Requirement will be met. +° ❑Does Not ; :,G$!"b ;'4M' - '� � ;� �., ,❑Not Observable :r+`.. ,w ❑Not Applicable , 39,1.3:.-,, r,. ,Manufacturer manuals for :° �,, ° .: �l�a , : +R;. �?�s� ,❑Complies , [FIl.8]3 ,,•,,,;mechanical and water heating 'x x ;, ❑Does Not ,s stems have been provided. Y .. ':❑Not Observable ` r :" $'° ' - "Gz ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 , Medium Impact(Tier 2) 3,i Low Impact(Tier 3) Project Title: Mooney Residence Report date: 02/09/18 Data filename: C:\UsersVosh\Desktop\mooney.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): D.o Window 0.29 0.32 Door 0.29 0.32 .oqu Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF PROPERTY AT NASSAU POINT PROP05ED SEPT I G SYSTEM TOWN OF SO UTHOLD 4 �E�ROOM HousE SUFFOLK COUNTY, MY ro 1000-111-08-12.1 1-PREGA5T 1000 GALLON SEPT I G TANK SCALE. 1'=30' 2-LEAGH I N6 POOL5 6X 6' DEEP <2 �� JANUARY 12, 2012 WITH 3' SAND COLLAR 3' MIN. AE50VE ✓ JUNE 15, 2012 (PROPOSED SEPTIC SYSTEM) GROUND WATER 19 NOVEMBER 2, 2012 (PROPOSED ADDITIONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) MA Y 7, 2014 (FINAL SURVEY) 5 YAGGAR,NO YAGGAR, APRIL 19, 2017 08-11-2017 �, ,9 JUNE 15, 2017 (PROPOSED GARAGE) .00- JUNE 26, 2017 (PROP. CONTOURS & ELEVATIONS) SEPT. 11, 2017, (PROP. HOUSE ADDITIONS) SEPT. 27, 2017, (PROP. HOUSE REVISIONS) N O AO C) c 1 — cm % - h\p � 16N to �� Oyu g( \ ' 'P FE•�. �- cR oEo� 1= �$ Cho pj•r a 15T1y�/� ,� .•� \�\� 5(1NSl O 1t0tea. �- 1 G a'OZ�s 60 PROPp("EM J�� PPT10 I ST1111 ?,i �7Z SEPSIG 5, 0 vF. O \ `z I \�Irl �' -�-ST' UFA ,\ '\ V 1130 > 00 y x�' �62'2�� 9 PRcr. i -�- r: RAIN RUNOFF CONTAINMENT oR �V Z PROPOSED HOU5E + ADD I T I ONS = 357`1 SQ.FT. R�OLn(E A , 1N0 w 0 357`1 X 1 X 0.17 = 6084 GU.FT Oep5E0 I wE1 E, �p A6.3 1�$: EX1S1 TE 510 p1 eR Pp01 PPT10- _ J o 60 OR GONE REMOVED o 6084/42.2 = 14.4 VF T 150 -' _ -''0. 2. _Ex1S �",F�1 FOR o eE rTo PR Y r LO �� - — -o+ EQUIP. _o ,�-W�''-No�S�P�Eplr� 11 I c OV I OE 121 OR EQUAL 4� X 8 BEEP 1 _ FOO\-_ PR i p REQ �d � d Fo E/p55• I _A�K wp0o fPRoenNE sn m CONNECT WITH GUTTERS + LEADERS EX1911N6 GONGR _ SHEo EX15\1Nr F,tLn�1ONS / D '© / Z co - - oo Eo EV°5 SeE / 66 10 ®� / N / nN0 REQ pw �4 ° ba P� w/ORnt� soma, `� C�ARAC-2E RAIN RUNOFF CONTAINMENT 1VEw 7°T"?,a N EL. 62.8 O Gp,,cRE1E �Oq �0 ptZ 1° ,� PROPOSED GARAGE + DRIVEWAY I POND `\/ 1 R\j10v �,ONLRE-fE �q0/� PROPpSED � PROPOSED GARAGE = 5`14 SQ.FT. POND ppME /� 10 . ,aw T 14g �, y�j- FENCE \ 591 X 1 X 0.17 = 101 CU.FT. r i LO N 71 o �m� POST 9,�E' � 62.0'\ 922/22.3 = 4.5 VF .. p22.0 0.1 302.80 PROVIDE (1) DRY WELLS 84 X 5' DEEP I �0q i'��°w' r OR EQUAL .0 RETpININv wnt L DRY WELL CONNECT TO GARAGE E. woOD l0 251 Z X OSN WITH GUTTERS + LEADERS G7 11 rn wTRE p ER FE E i 1 rn P05� } PROPOSED DRIVEWAY 2943 5Q.FT. -o e� ,ONL. 801 ' —� — 578'36'2p"W 2943 X 0.1 X 0.17 = 501 GU.FT. c LOT 148 LIC WAMR) o pU6 501/42.2 11.9 VF E OF _ _Z M OSE./O5� 30 �DLLINO PROVIDE (1) DRY WELL5 8'� X 12' DEEP OR EQUAL O WITH GRATE .. � Bldg Dept copy from ZBA Cn■ =MONUMENT ZBAIFI i# ,,dyc ments • = E AR SET Dat2 ♦ =STAKE SET TEST HOLE DATA �OF NEVI�- BY MCDONALD GEOSCIENCE � h '= Pr_ ELEVATIONS ARE REFERENCED TO N.A.V.D. 1/11/12 CERTIFIED TO: as KATHRYN FARKAND PROPOSED NEW CONTOUR 70.9 BROWN SILTY SAND SM STEWART TITLE INSURANCE COMPAN � * LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU POINT, OWNED DY NASSAU POINT CLUB PROPERTIES, -- 2.5� ADVOCATES A155TKAGT (ADA-03097 5) } INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE PROP05ED ELEVATION 70.9 ON AUGUST 16, 1922 A5 FILE NO. 156. PALE BROWN FINE TO MEDIUM SAND SPLANO ,,, . N. Y..5. LIC. NO. 49618 ANY ALTERATION OK ADDITION TO TH15 SURVEY 15 A VIOLATION PECONIC SURVEYORS, P.C. OF 5EGTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PER 5ECTION 7209-5UDDIV1510N 2. ALL CEKTIFIGATION5 ir (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF AREA=46,045 SO. FT. P.O. BOX 909 SAID MAP OK GOPIE5 DEAR THE IMPRE55ED SEAL OF THE 5URVEYOK TO TIE LINES 1230 TRAVELER STREET 07-132 WH05E 51GNATUKE APPEAK5 HEREON SOUTHOLD, N. Y. 11971 ' SURVEY OF PROPERTY , P AT NASSAU POINT . s t �(' PROPOSED SEPTIC SYSTEM ` '� �� TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 4 DEDROOM HOUSE r ! 1000 111-08 12.1 r 1-PKEGA5T 1000 GALLON 5EPTIG TANK SCALE.' 1'— 2-LEAGHING POOL5 6'� X 6' DEEP t. ' �Z y JANUARY 12, 2012 WITH 3' SAND COLLAR 3' MIN. A80VE ✓ ® JUNE 15, 2012 (PROPOSED SEP71C SYSTEM) GROUND WATER I NOVEMBER 2, 2012 (PROPOSED ADD/710NS) I NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) MAY 7, 2014 (RNAL SURVEY) YAGGARINO ' APRIL 19, 2017 -pn i 01 JUNE 15, 2017 (PROPOSED GARAGE) JUNE 26, 2017 (PROP. CONTOURS & ELEVATIONS) SEPT. 11, 2017, (PROP. HOUSE ADD/TIONS) Cleanout must be installed on the SEPT. 27, 2017, (PROP. HOUSE REVS/ONS) ATEo /��x I o septic tank inlet waste line.All utilities ByJG �P `� jX -_�'' k� N JANUARY 03, 2018 (SEPTIC REVISIONS) require a 5ft minimum separation to the septic system. in 40140Q W rSr"r ,. ,.� I liCw DSUFFOLK C�31CY 13 ?4?i t' : Cr 1�FLi ' " 16. S _O` or 'rrIt5r_...r7fvv,r cAO "rifIT � ^ti 'n-'2"1+?� ° �/' �� /y5.0 ) -p 2 _ V P ✓I r, . .M t'.;"i l'W" .� 1 '".:i._.. '';;! i• JI0 O O ONN `� U a . .�___w__._ . �SS��uovE�1��:kfo5�� /�j o � ��x0 0 � �-� a. � � � b � DATE ��Lr� r'i.`a. (-�'i�- t.�J/.� LP I `Fl ' $a '"x / AF RdV>r —_� c� t H F6 f,l ;'1„3 f�t�_ rDii,.*"'Ir ,pad pA110 i 5T�� / Z 0 '4 c� I _ i i ..1. r,LE YEARS,�c F1?QS1 n.ATE OF APPRC'AIAL /o . To D ' �/=OQ 1 I -o /L L--------- J 7 O� y� `aP /i I / II / D o i R�pRY - - 05E0 (!jy �-{ QOy(� /, O b• / ,1 MITI i� (,l EIS SY91 -A C' Z \ DVI/ h'- db��- - -SSE il` c0 O y5o i A6.3 a . M/y / POOI- I DW,N, 0. tP. LOT 150 f pool- OESFI 1 ►�IG WFESSf .5909 M ° 0 _ OSY5l 0 EX151 SHED vo," r FL 1G 1 "5ve n �L ?,00- /i ? - - ---- - ATEA 1 / / 66 REI ba wP� wI°�1� s�g N 628 GARA&F- RAIN RUNOFF CONTAINMENT .P x O GO ,RETE0. 7o pR�NE 1 �0 PROP05ED GARAGE + DRIVEWAY \ PONp 22.0 LOyIGRE1E -\/erQP�oP SES R \11\ PKOPO5ED GARAGE - 594 5Q.FT. 7'0 P 6m OT 149 0 GO%' 110 ER FEyILE \ 5`11 X 1 X 0.17 = 101 GU.FT. O i LO J -71 �Q,� P°51 WIRE of 620�\ 922/22.3 = 4.5 VF 220 °0.1� — f 80PROVIDE (1) DD RY WELLS 8'� X 5' EEP v \ X0. `-r I J 3 - 02• OK EQUAL Ig*lx m `/6 0. 000 N1Nv WAIT' DRY WELL CONNECT TO GARAGE WR1 y'Sl Z X oa WITH GUTTERS + LEADERS toll to I rn ep51 + WIFEf- C' E \ _ _ „W PKOP05ED DRIVEWAY - 2`143 5Q.FT. W AI_I,5 '20 C: E� ao.2 S78 36 2 LOT 1 q 8 ��,ATER) 2943 X 0.1 X 0.17 = 501 C.U.FT. M b �V pUBLIC TEST HOLE DATA 501/42.2 - 11.9 VF - �� SEJO. f�o �p WELLING BY McDONALD GEOSCIENCE 1/11/12 PROVIDE (1) DRY WELLS 8'� X 12' DEEP D BROWN SILTY SAND SM OK EQUAL -- 2.5' WITH GRATE ■ =MONUMENT PALE BROWN RNE TO MEDIUM SAND • =KEDAR 5ET '�,V` 't'dL /L u_wy 'row'. A =STAKE 5ET 17' 1 AM FAMILIAR WITH THE 5TANDAKD5 FOR APPROVAL AND ELEVATIONS ARE KEFEKENGED TO N.A.V.D. CON5TKUCTION OF 5U85UKFAGE 5EWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL AIDE 8Y THE CERTIFIED TO, -- GONDITION5 5ET FOKTH THEREIN AND ON THE PERMIT TO PROPOSED NEW CONTOUR 70.9 KATHRYN FARRAND OF NE,,r,Y .1 P �`",p=,- LOT NUM� STEWART TITLE IN5UKANGE COMPANYV'EKS REFER TO "AMENDED MAP A OF NA55AU CONSTRUCT. c POINT, OWNED DY NA55AU POINT GLUD PKOPEKTIE5, ADVOGATE5 AD5TRAGT (ADA-03097- INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE7079 THE LOCATION OF PU6LIG WATER, WELL5 AND GE55POOL5 SHOWN PROPOSED ELEVATION 70.9 � � Y� r to 4 ON AUGUST 16, 1922 A5 FILE NO. 156. HEREON ARE FROM FIELD 0E55EKVATION5 AND OR FROM DATA f 05TAINED FROM OTHEK5. ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATIONNrY. . LIC. NO. 49618 OF 5ECTION 7209OF THE NEW YORK 5TATE EDUCATION LAW. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED DY" ML5TPECONICIVSUR,Vg1;` P.C. EXCEPT A5 PER 5ECTION 7209-5UDDIV151ON 2. ALL GEKTIFIGATION5 6E U5ED f5Y ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER' (63�)°``' 65-�00. F Sl X (631) 765-1797 HEREON AKE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF 5UKVEYOR5 MAP.TERM5 5UGH A5 "IN5PECTED" AND "DROUGHT- TO- DATE" AREA=46,045 SO. FT. P.O. 0 �9O'9. 5AID MAP OK GOPIE5 BEAK THE IMPKE55ED SEAL OF THE SURVEYOR ARE NOT IN COMPLIANCE WITH THE LAW. TO TIE LINES 1230 TRAVELER STREET WH05E SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y. 11971 07-132 SURVEY OF PROPERTY EP CDH S 1 C3 AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY NO Y 1000 ( -111-08-12.1 _n SCALE.• 1'--30 11, JANUARY 12, 2012 0 .-t Cn JUNE 15, 2012 (PROPOSED SEP77C SYSTEM) NOVEMBER 2, 2012 (PROPOSED ADDITIONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) 7 MA Y 7, 2014 (FINAL SURVEY) APRIL 19, 2017 JUNE 15, 2017 (PROPOSED GARAGE) JUNE 26, 2017 (PROP. CONTOURS & ELEVA TIONS) SEPT 11, 2017, (PROP. HOUSE ADDIRONS) SEPT 27, 2017, (PROP. HOUSE REVISIONS) yl- a JANUARY OJ, 2018 (SEP77C REVISIONS) SEPTEMBER 24, 2019 (FINAL) ,19 STCN G COLUMN (501 0. C'NA, POST \ OS1,11 . & ell FEN. GENERNI .2ND FLR. DAL'ONY ON PD OVER IST FLP. j rd CA \3tA\j'Z -- DW' N r_ JAN 27 2020 0 C� 1,' 2 R/O STONE PORCH 151P, .IED TO BE MOVED OR • 15 ILL a . U/G _LOCATED to PROPlk4E CIO- TANK 100 POOL HEATEP ry`'{ \ O POOL FILTER STONE PORCH STONE WALK LA rEN.EN D 5.6*W ST GATE C7 y�.� 6•2 \ CO 0 P2 Cr > LA C5 Z POOL STOtAF- 47.2! LP1 STONE COLUMN Cil POOL DMWELL 04 S,k 0 R8 1 3 C 1�L_./0.65 DW) B3 C LOT STONE PAT!! STONE COLUMN Clw -k g _... 7- irck VA 0 ZZ MET, �()6.67 0 ATE R/OAY T_ \Sl wet s4z-i�T, t,0CA7Nl' PO, VAW A.B wVJRE P= f FEN.END co 5.5'E co CONC. 8, 0 POST 0 !7 7' 302.8 lx! IR pp G W 11 TO DEE P,)St \0 SUFTl. NT Or-Hf9_.Y'�'_T -,l-R 1"ES X-.I�wll KEY FouVS 20 col�cl- .1 S,8'36 �ATER) 5L__ elo LF'VIVILY REBAR LOT 148 To pLjj3LIC TEST HOLE DATA JAN 2 4':, 70?n (E) = WELL WELLING BY McDONALD GEOSCIENCE Date 1;4 1/11/12 , n I e I - 'S IM -0 hl v A = STAKE C d*,Spo- The serape -�ll and vrll�W SUPPlY faclINCIS at this - atbcsAn :on TEST HOLE > BROWN SILTY SAND SM Inspected andlor ccrtiltod by this Departme.n)or cuier a�,erxies and found to be satisfactory FOR A N I14JrAQFl ROOMS, BEC 2.5' = PIPE 70 0 0 - MONUMENT PALE BROWN FINE TO MEDIUM SAND SP Craig Knopper, REL, Chief = WETLAND,FLAG Office of Wastawater Man-1 3E)r.l(?rlt 10L.) UTILITY POLE OH OVERHEAD WIRE 17' N� OFF ELEVATIONS ARE REFERENCED TO N.A.V.D. CERTIFIEC) TO, KATHRYN FARKANC) 5TEWART TITLE- IN5URANCE COMPANY LOT NUURSERS PETER TO 'AMENDED AIAP A OF NASSAU AAf FAMILIAR WIT!! .77H�_-- STANDAr,"S FO? APPROVAt 1!4r,' INSTRU-177C' 1PIRSUFFACE SFW.'�', -51!�P05AL S%!-')7"�S FOR SlV.f,'_E F'4 v RESiPj'.T�4C%' f"'7 AC)VOCATE5 A(55TRAC-T (AC)A-0309-T,"5 VB PROPER i,,-, AbiDE BY' flil FCV.--P-1 THEFT l% .4.40 THE F!_'R4:7 I PO/VT, CVNEf) RY NASSAU POINT r 1410-0 C71.ro /A/ -174E SUFrot_V, COUNTY CLERKS G", 137"(ICT OM A U01,13T 16, 1922 AS r, NO. 1.56. tom 7-w %,.utien r fl;c ��,cj fer, we"n, ord c-t,,:7spool& s-'-.wr 1,- or,!,, re .? 11 " . LIC. NO. 49618 r,be_,!,7f[ons �-J o7- �-)m data -bi,11er' -from ot� 1-v ANY A I 77-r.,,4�J�I TO T. 15 V-1P A VIOLA TION PECON1C',PSURVEY0RS, P.C. THE _D W _'D P,*- 44 ,, 7" BY `JY YORK OF ',47 .r.�-Y,,cJ770N LAW. sir". Y TO WITH S6',lr 1) �i65-5_' 0 FAX (6,31) 765-1797 1 ANO �/F Y01 7,'�' ".I P.!L' SUCH. A7� (6-3 02 lot! SURieE'�*ORS �`;!,IZING A C4,PY 01- 77- �!7 A't CER77nCAPOPS HFPI:,'�'] AFF VAI:-, F r' T'41c 91 AND rrc�FS ONLY F AND "t3P,`"GHT- ro- VATE' ARE th-,' W CrMPLlAPC,7 WITH P,'C LAW AREA=46,045 SO. FT. P.O. BOX 909 r"IP OR COF,C.�' !,!41PRESSED SF,01L VF- ;-qE SURVEYO:� TO TIE LINES 12JO TRA V=R S TREE T n7_132 SIGNATURr AlF."76,Ve_' ;42A ON. SOUTHOLD, N.Y 11971 0176 11/4"x 20 GAUGE GALV. REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION END OF STRAP. 2"X 6"COLLAR TIES 16"ac CONT RIDGE VENT RID 12 GE AS PER PLAN _ 7 ROOF RAFTERS AS PER PLAN SECTION 1265SIGN SYMBOL E (A)EACH NEW W SIGN RESIDENT IAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL ( )THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 1/2"PLYWOOD SHEATHING STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST '• 6" DIAMETER j^ #15 FELT CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND I 1 j ASPHALT SHINGLES (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED FT 7 IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM PMS #187, EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: (PMS) 2 THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, ro W (1)IF AFFIXING THE SIGNOR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, O OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR _ THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER ? , SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. :„ r. ,,t r REFLECTIVE RED REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE HEADER AS PER PLAN PANTONE#187x' (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: .rsr°� I IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE 2"x 6"CEILING JOISTS 16"Oc W TECO'$ AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATE)IN (�) / DESIGNATION SHALL BE"T AND A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER BEAD BOARD OR SOFFIT MATERIAL EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TOTHE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE .. .: EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) mj4 . (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS AS FOLLOWS: " OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFII'ATE 6"X 6"POST W/DECO COLUMN AS SELECTED BY OWNER OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; -` HB&G PERMACAST COLUMN ENCLOSURE HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND t CRAFTSMAN STYLE (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. , AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN CHANGE OR MODIFICATION 15 MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE <, SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIR_ "`, OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICI 41TY H �' OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT FLOOR MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS 1/211 TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENT4kL STRUCTURE. , BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. The construction type tia.=-a STROKE designation shall be U 4"THICK POURED CONCRETE SLAB 9",Ltil", 911", "lV"or'M' �- U1 WITH 60 x 60 x W4.0/W4.0 x 14 to indicate the construction Z Q O WWM REINFORCING OVER 6 MIL classification of the VAPOR BARRIER OVER 30 R.C.A. structure under DESIGNATION FOR STRUCTURAL V COMPACTED BASE. section 602 of the BCNYS COMPONENTS THAT ARE OF GRADE GRADE TRUSS TYPE CONSTRUCTION FOUNDATION WALL PROVIDE#5 REBAR t4 fly FLOOR FRAMING,INCLUDING La AS PER DETAIL ON SHEET GN-2 GIRDERS AND BEAMS Z ,� ------------------------------------ 16°X 8"CONC.FOOTING W/ 2"X 4°KEY.PROVIDE#5 REBAR i ROOF FRAMING = � ��FRFLOOR AND ROOF FRAMING AS PER DETAIL ON SHEET GN-2 " � O Q Q Q SECTION VIEW _ SHEET 10 114"=1'-0" CONT RIDGE VENT z 4 I I RIDGE AS PER PLAN 1 1/4"x 20 GAUGE GALV. w n n CI STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. SEAL 2"x 12"RR 16"oC �`' ��.N K• TF /� J 1/2"PLYWOOD SHEATHING #15 FELT -1 4"x 1 7/ 'LVI ROC RA TER 11 \ SHINGLES AS SELECTED BY OWNER T I I ,9�F 4 6 5 yon ii OF NEW n 2"x 10"CEILING JOISTS 16"oc -- f --------RAFTtS W/BEADADLABOVE_ &4"RIDGID INSULATION ABOVE 2-2"x 4"TOP PLATE I I I I I I 11 I I t l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II TRI9I[E JQI I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IhTS SHEET 12 II i I I I I I I I I I I I I I I I I I I I I I I I �� – 1 I1 I II I II II II II II II II it I II II 21 6"FLSEI I FII" 11 I 1I I I I I R38JI NSUI IATIOI�I W/ 1 I 16DETAIL D 41n IIc. I1I I1 11 IIh/2"gyPSUBOIRD. II I I I I III IIIIII — I t- Y I I I I 11 11 II II II II II II I II 11 II II II II II 1 1 1 I 1 1 ii II 11 II II II II If 1 11 11 II 11 II 11 II h 4 U 11 it II II II II it II I --JL _JJ--_Il__1L__U__1L _Ji (� _ 1 �--J1---u---1J---•ll---H-L'R' -38 LI 11 1111 11 111111 11 IT 11 11 VERSATEX OVERHANG TRIM 1111 lift 11 111111 111111 E to INSULATION W/ 4 MASI It 1111 11 IT 11 11 IT 11 11111 1 112"GYPSUM BOARD. N *[z JITTI] II1TII IIITII III 2"x 4"STUDS 16"oc t`_____ ) 1111 111111 111111 IIITII 11 112"PLYWOOD SHEATHING #15 FELT PAPER111111 111111 IIITI BEDROOM Y CEDAR SIDING(AS SELECTED BY OWNER) R-15 INSULATION W/ 1r o•TRAY EIL NG 15 INSULATION W/ 112"GYPSUM BOARD. 1 "GYPSUM BOARD. o } 3/4"SUB FLOOR GLUED AND NAILED Z 11- lilt 111111 111111 Iff 2"x 4"SILL IT 11 11 IT 11 111111 11 IT 11 11 B IDGING @MID-SPAN 11 IT 11 111111 11 IT 11 11 IT 11 1 111111 11 IT 11 11 IT 11 11111 T T 11 lilt 11 It IT 1111 11 IT 11 111111 11 IT 11 11 oo it it IT 11 11 IT 11 2-2"x 4"TOP PLATE oo lilt 111111 111111 IIITII 11 FLOOR JOISTS AS PER PLAN11 Ill 1 11 H it 11 11111 11 11 IT 11 11 IT 11 111111 111- nJ GREAT ROOM 11 IIITII 1111111 11 11 I A JITT 11 11 IT 11 111111 2"x 4"STUDS 16"0C 11'-0•CEILING HEIGHT 111111 111111 HITII IIITI 112"PLYWOOD SHEATHING H 11 1 1111 11 IT 11 11_ 9 11 IT 11 11 IT 11 11-IT 11 111" VAPOR BARRIER _______ 111111 3/8"SHELTER WRAP E.P.S.BOARD R-15 INSULA ON W/ Z CEDAR SIDING AS SELECTED BY OWNER) _ �1�Ifl CATION W/ " v � ( 1/2 GYPSUM OARD. ------- UM BOARD. O z 3/4"SUB FLOOR GLUED AND NAILED -------- Q OL In 1 2"x 4"SILL =______ OT_BRIDGING @ SILL SEALER Z - TERMITE SHIELD }- 19! ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE R-310 INSULATION R-30 INSULATION 0/ Q �I u (b t FLOOR JOISTS AS PER PLAN .;;.1::' ': • ' - r= I;.. •:• ,1. ..•' ..,° In D[ —.n a 8 FOUNDATION WALLAt ' :. '�• '�` 6• • ••. . _ •'•' • ' • • ! O 8 X 16 CONC.FOOTING W/2X4 KEY ' ' .• K 111 �- Q i'- AREA OF EXISTING F- Z w Z 2"STRATCH COAT SLAB ON UNDISTURBED BASE° FOUNDATION TO BE UNDER-PINNED w I- 0 8"x 16"C.M.U.PIER W/24"X 24"X 12"FOOTING SEE DETAILS ON SHEET 11 a JU Z J 0 0 < N l � GIRDER AS PER PLAN DWG NO o" SECTION VIEW SHEET 10 " 1/4-1-0 I JF" est prolr'rIe Manualw tflcrgY Codc Io�RrCM It�C rnd du.cmrc4k� PLACARDIMIG nEQUIRE V�rtifnfT requir �'* Am& E A „ ,�, .. , . ,��.T ELECTRICAL �;�: 1 ►. ��..> �. . FDu �� ER T I NEXISPECTION REQUIRED ' DATE 3 � g u il t_ a � FEE' la� D �, - N0” 3�iLC DEAL I A zi PhR AT . 765.18,' BAP' 4 PM FOR THE PLUMBER C�RTIFICATI FOLLOV�'ING INS"ECTIONS: i. FOUNDATION - TWC REQUIRED t7N,LEAD CONTENT BEF i.E r\ n FOR POURED CONCRETE CERTIFICA TE OF OCCUPA Y 2. ROUGH - FRAMING & PLUMBING Jvk 3. INSULATION SOLDER USED-IN WA TEF ` SUPPLY SYSTEM C1,NN 4. FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. EX—EED'2/1 D OF.I% LEA =' AALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. R! UMBIN(-, CUTCHOGUE NEW YORK 1 1935 ALL.WATE., ,,; ,' ,: `;► TESTING BEFORE CCi�rt?;NG COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES '�r?xter�a�r tight AS REQAND CONDITIONS OF UI - ~ SOUTHOLO TOWN ZBA installed,replace r V I" repaired shall con o IL 0 ; a INTO to Chaptcr 172, 0 I T IJSTEES or the Town Col Ie tt_ R A VVIN ® OCCUPANCY OR ' USE IS UNLAWFUL to WITHOUT CERTIFICATE/ � z # DESCRIPTION . F OCCUPANCY / \ s rn�{,erc APF PF UIRED fj 1 TITLE SHEET / 15 Ca tact TOS � n. / � Contact TCS i::r;r76 '-i360befor � ®x clsfill C7ii Z ez.r Le ificatior p 3, 1 / ; ENCLO D PORCH th~a tr:''draninge nas been installed to Cod. . � 2 FOUNDATION PLAN Q z % NEW STEPS f 3 FIRST FLOOR PLAN o GENERAL NOTE: s DIM? --' W THE PROPOSED DWELLING HAS BEEN DESIGNED -/ , � �~ � � 4 SECOND FLOOR PLAN TO BE IN CONFORMANCE WITH THE 2015 � ,1 ,..; ,/ _ RESIDENTIAL CODE OF NEW YORK. / '-��G POOL d / / j \ SEAL 5 ROOF DIAGRAM, 5 N.K. T ti, MECHANICAL NOTE: , / , \ m Q)"\�� Fy,Nr �\ THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF NY. STATE, CHAPTERS 12 THROUGH 24. 6 EXISTING FLOOR PLANS NEW TWO STORYmi ADDITION THE PLUMBING CODE OF NY. STATED CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF _\k7 NY. STATE7 ELEVATIONS ' SHED 1'�---ALIGN NEW GARAGE � 'ATF o?s 4`\\ o W/ REAR ADDITION \ CHAPTERS 33 THROUGH 42. � 1 � o F N E ELECTRICAL NOTE: �' 8 ELEVATIONS ', NEW GARAGE " ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2015 SEPARATE APPLICATION CHAPTER 33 THROUGH 42 I 9 SECTION & DETAILS 9 m ENERGY NOTE: 1 / r o 10 SECTION & DETAILS - 0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL s, 2� _ JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN 11DETAILS & RISER DIA COMPLIANCE WITH _THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. 12 DETAILS _ - DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY - Y STAR COMPLIANCE CERTIFICATE 11 - - - - O 13 NOTES & DETAILS '— 6 z } X 1Uw IL z = z 14 NOTES & DETAILS - IOU- t" 15 NOTES & DETAILS z 3: Hi oHitu 0 :3 m PROPOSED OVERALL PLOT PLAN NOTE: NOTE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND THIS PROJECT SHALL COMPLY WITH THE 1/4"=1' 0" NOTE: PROFESSIONAL JUDGEMENT,THESE PLANS AND/ MECHANICAL CODE OF NY.STATE, ZONING ANALYSIS OR SPECIFICATIONS ARE IN COMPLIANCE WITH CHAPTERS 12 THROUGH 24. Z 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. THE PLUMBING CODE OF NY.STATE, ISSUE REQUIRED/PERMITTED EXISTING PROPOSED O m BE VARIFIED IN THE FIELD BY THE CONTRACTOR, CHAPTERS 25 THROUGH 32. AND RECEIVED DISCREPANCIES SHALL BE THE ELECTRICAL CODE OF NY.STATE, LOT SIZE 40,000.00 S.F. 48,513.00 S.F. 48,513.00 S.F. (NO CHANGE) _ z IMMEDIATELY REPORTED TO THE ARCHITECT. CHAPTERS 33 THROUGH 42. MAX.BUILDING HEIGHT 35' 24' 29'-10" Q 111 o r 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY NOTE MIN.FRONT YARD 30' 41' 44,5' z FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. SIDE YARD MIN. 5S' 20,3 15.58' 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. DHW AND AIR CONDITIONING SYSTEMS SIDE YARD AGG. 16.25' 130.3' 105.25' 0( O 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. MUST MEET OR EXCEED THE SPECIFICATIONS , „ , , 0 V l II AND PERMIT SECURED FROM THE CITY OF NEW YORK DEPT.OF 3.FIXTURES TO BE PROPERLY VENTED. CALLED OUT ON THE ENERGY STAR MIN.REAR YARD 30-O 199.5 184 1— Iv J BUILDINGS. COMPLIANCE CERTIFICATE LOT COVERAGE 20% 4% 9% v DWELLING=1,128 S.F. DWELLING=3,552 SQUARE FEET Ul Ul 1_ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SHED 164 S.F. PATIO SQUARE FEET K w z COVERED PORCH=64 SQUARE FE,T W ~ O '_ T [REFER TO TABLE R301.2(1)OF THE RESIDENTIAL CODE OF NEW YORK STATE] SHED= 164 SQUARE FEET �° 111 w O 11.1 UJ ry WIIVDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GARAGE=594 SQUARE FEET a z " ¢ ~ 6) GROUND DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL TOTAL 4,482 SQUARE FEET DWG NO SNOW LOAD SPEED ' TOPOG BORNE -BORNE CATEGORY FROST LINE TEMP REQUIRED INDEX TEMP RAPHIC DEBRIS WEATHERING DEPTH TERMITE MPH EFFECTS k 1 MILE B 3 FEET MODERATE YES CONTACT 599 20 PSF 130vult NO FROMTHE SEVERE BOF TO HEAVY BLDG DEPT 73'-0" NOTE! 31'_5" 7' 1°° 3'0" 14'72'-7 43'0" 13''2° THIS PROJECT IS IN THE WIND BORNE 10'4" 7'-1" 4'-0" DEBRIS AREA. 8" o CONCRETE WALL p " w Lu CONCRETE STOOP CC NCRETE STO(P 5/8"A.B.@ 39"O.C.WITH 3 X3 X 1/4 PLATE WASHER co M HD 8"X 16"VENT HD 2"W'SILL PLATE a c ay. d v a ° a a` d CONCRETE WALL III III U) ° - - Z 111 .:.,. .. U° 1- M m b M iv > DROP FLOOR 1 I I _ � Lo 36"BELOW 1 I I io O L1J cl) FOR HOLD-DOWN ANCHOR X o U o U �,,,,,.,�,,iii � � w 1.- @ x c=n / 5/8"X12"ATR ANCHOR MIN. bo cl)� p O o0 O ° H s"x 16"VENT Hp 5.5"EMBEDMENT SET IN C? III x w .. ° ACRYLIC TIE ADHESIVE(AT) 22 0' �' D' iii N w CONCRETE STOOP _ _ ° 0 4 o O o O AREA OF EXISTING ° 8"x 16"C.M.U.PIER W/ C? J X J 24"X 24"X 12"FOOTING n in El o0 N LL 04 11 III FOUNDATION TO BE UNDER PINNED HD c (TYP.) i i D 8"X1 s"VENT HD , , - SEE DETAILS ON SHEET 11 z ° , 3-2 X 10 WOOD GIRDERc.1 - I I I (D-a- O a n . -4------------ RIM JOIST i---iil--------------------JQ --- - I L--\ J 8"x16"C.M.U.PIER W/ 7, [5" ° r----� I III Q LL 24"X 24"X 12"FOOTING 3-2"X 10"WOOD GI DER i �\ 3-2"X 10"wom i FOUNH-UPDATION FACE L EXISTI G (TYP.) °'; z 0- --I r—"------ I -I III i FOUINDATION WALL AND FOOTING 10'-02" o 10'-02" 0 > 1'-O" 3'9" TO RECIEVE NEW FOUND - 0 O L_- _J N i i i i i I i SYSTEM.(TYPICAL) ---------------- ° 8"x 16"C.M.U.PIER W/ I I I I I I r- � � iv 24"X 24"X 12"FOOTING I I I I I I I I PROVIDE#6 STEEL DEFORMED REBAR <Y � 7- (TYP.) d (NP') ; ; ; �; 1 ; ; DOWELS 16"LONG.8"INTO NEW&8"INTO 0 8"x 16"C.M.U.PIER W/ 0 FOUNDATION ANCH0RAGE DETAIL 24"X 24"X 12"FOOTING oo 0 C) U v (� I I I II I I 10'1" I I EXISTING FOUNDATION @ 16"O.C.VERTICALLY x _j 40'-11" (TYP.) x w o o F- 1 I I u I N a PLAN VIEW U = (n I I I n I I I SET IN EPDXY. r; w 41117 c0 - !N - I I I II I I I r----� r----� r- --� IV O O I 1 1 „ 1 q (AS PER WFCM 2001 TABLE 3.26) ___ 3-2 X_10 WOOD GIRDER _ 3-2 X 10 WOOD GIR E _ 3-2'X 10 WOOD GIRDE 3-2"X 10"WOOD GIRD R _ ANCHOR BOLT@ 39"O.C.FOR I AILI o O o O I IDR IP F 101 i_ -+ \ \� A e"ANCHOR BOLT @ 32"O.C.FOR 13 STORY STORIES D 8"x 16"C.M.U.PIER W/ +--------------- ( - -'�-'----------- 1 r 0 0 I 136" EL W I L----J 24"X24"X12"FOOTING L____J HEET9 x -� x w I I '' '' "'.I. w 'N EXISTING (TYP.) SHEET9 tU LL 9'-8" iv LL 1 1 I I 1 1 -� I _j U) v U o ROUGH-UP FACE OF E ISTING 1.MIN.7 EMBEDMENT INTO CONCRETE Z 1 I I I 1 < w I w ° c� 10'-21" 10'-21" 10'-21" 0 u~j 10'-2-'" FOUINDATION WALL AND FOOTINGw/3"SQUARE WASHERS AND END NUT SETUP '4724"X2 "X12' PIER W/FOOTING 1 1 ' 1 1 ¢ � ' CRAWL SPACE - - 2 z z _ z a. za"x za"x 12' FOOTING �_1 ; 1 � U i U � � 10 TO RECIEVE NEW FOU DATION 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR � (TYP.) U Q U Q r , I I w PROPOSED _ o N a SYSTEM.(TYPICAL) OR REPLACED BY HOLD DOWNS FOR SHEARWALLS 3-2"X 10"WOOD GIRDER 3-2"X 10"WOOD GIRD�R I O b0 PROVIDE#6 STEEL DEFORMED REBAR 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MIN. ca ----------- —'I i—"-----------�- I 0 O x O ° TO 12"MAX.FROM ENDS OR CORNERS O I I i i C.I LL CRAWL SPACE z W N LL- DOWELS 16 LONG.8 INTO NEW&8 IN 0 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. O EXISTING FOUNDATIO @ 16 O.C.VERTICALLY *ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY Q 9,_8„ I I CRAWL J� SET IN EPDXY. W I z1lLACCESS Q LL HD Q DETto AIL "B" ° � U co I I 0 � o i i z ANCHOR BOLT SPECIFICATION N.T.S. CD U) PROPOSED p i i AREA OF EXISTING v a Z dl o �� -, I —t--FOUNDATION TO BE UNDER-PINNED ° c� i zo 0 0 CRAWL SPACE o o SEE DETAILS ON SHEET II EXISTING z ° ° CONSTRUCTION NOTES: LU ad O 0 , I 1= � o a N LL- N w i cA cA U) CRAWL SPACE x co O DOWELING BETWEEN NEW&EXISTING FOUNDATIONS,PROVIDE 0 U 0 co 0 U w Zv w I EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH STRENGTH SEAL .d 1 I I U U U „DIA. EPDXY COATED "LONG W/ „ ;000 z � O z z O EPDXY MORTAR(TYPICAL FOR 4 PLACES) ��RE 0 ARCy 3-2"X 10"WOOD GIRDER I \ I 3-2"X 10"WOOD GIRD�R �' icn = 0 EXISTING CRAWL SPACE cn =O N U) : O ------ — -------------r- 15<- 00 0 w 00 0 w 00 O Q :� ? L-----J I I N u- N LL N LL I> ZF C) y I 8"x 16"C.M.U.PIER W/ I 711111 � 1 I C � tifii � T 24"X 24"X 12"FOOTING DROP OOR r F (TYP.) 36"BEL W I 15'-4" 6'-10" 16'-10" �. o U ° U ,,.,:,. EXISTING ,�'" 0 � ° I- , , „ NOTES: 9 o z 9 4 0 F OF WE Z � � � � I I 2x8 @16 oc y > O r 0 I I NEW 4"STEEL COLU N W/ NEW 4"STEE COLUMN W/ FLOOR JOISTS -IN _ I I 24"X 24"X 12"FOOTING 24"X 24"X 12"FOOTING 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER (TYP.) , -----(TYP.) WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE 0 I I DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL X p 0 p 0 EXISTING GIRDER \ I I I I —♦ EXISTING GI DER- ------- CC) C) O 0 i - -------- �JT -}— ---- - -�}--- ---- a x x _ I I EX.PIER ` EX.PIER 1 1 _______ i i I I E).COL. EX,COL. Ex.COL. HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. N LL N L----J III L----J 1,10 --------III 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT E I STI N G CELLAR EXISTING CRAWL SPACE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE FOOT WITH A MINIMUM OF 3-0 COVER. r--- " ., � � �� I � EXISTING CRAWL SPACE --- --- 3. ALL CONCRETE SHALL BE 3,500 P.S.I. � (i1 3-2 X 10_ WOOD GIRDER i ( i --3_2-X 10 WOmD-GIF�D I --- III m Q 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE L J i i i i I i iii CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE N d) w 9'-8" 9'-8" I I I I I ° cn --- ---iii ° w ° � SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL I I v I I 1 II I I _ ROUGH UPFACE OFEXISTING --- - III - U �� -�� - TO BE FREE OF WOOD,TRASH,ETC. IY1 f(1 0 ° I I 1 II i I Z co O FOUNDATION WALL AND FOOTING ___ ___� z CO O C7 O 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS �0 %0 0 0 1 1 1 II I � -� Fh M zr � U - U 1 1 1 II I I- TO RECIEVE NEW FOUNDATION 111 @�1 0r F- BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED (n ZO - - I 1 I I I 1�- F- V _ _ WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS O _ � O I I I II I = O --- ----111 (A : O cA �c,� ISYSTEM.(TYPICAL) III co 00 - 1I I I 5<- O -- a __-.�I I X x _j X x PLASTIC CEMENT. ° 0 elf0 0 0 i i i i i i w N PROVIDE#6 STEEL DEFORMED REBAR 111 w N LL w N LL Y --- I i EXISTING 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH 2 #5 REINF. } O HD 0 0 i i i 1 DOWELS 16"LONG.8"INTO NEW&8"INTO 2"x 8" 16"oc ( ) d N LL N w i i iii 1 i EXISTING FOUNDATION @ 16"O.C.VERTICALLY III °@ N 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( O } 1 1 1 i I i SET IN EPDXY. 111 FLOOR JOISTS PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE Z } T 17 -1_J,_L_ I III (n iii z THAN 7 PERCENT. Q 3 Z �> II� L ----------------------------------- , O Z T +'�' I I iii CRAWL J O o 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. 111 �FtiT D i`�' i 111 ACCESS Q CONCRETE STOOP t- U1 j In \ I NEW WINDOW NEW WINDOW I Iv j 13 I c.1 Fes- INDICATES LOCATION OF SHEAR WALL HOLD-DOWN Z Q 0 Z ------------------------------- ------------- ° cn 14'-8" BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 11 O T uj lU � O PROPOSED � (TO BE INSTALLED AS PER N.Y.S.CODE) � j AREA OF EXIS ING _ ALL FASTENERS SHALL BE INSTALLED WITH STRICT FOUNDATION'O BE UNDER PINNED ° co C RAWL S PAC E a w ACCORDANCE W/MANUFACTURER SPECIFICATIONS SEE DETAILS N SHEET 11 x -_1 I- w = m .` HOLDDOWN CONNECTION NOTE \ d ° Nc HOLDDOWNS SHOWN ON FOUNDATION PLAN ARE CONNECTING FOUNDATION 4'-0" 16'-0" SHEET 10 SHEET 10 NOTE TO FIRST FLOOR Z 0 m o COVERED PORCH PLAN SHOWN ON FIRST FLOOR PLAN ARE CONNECTING FIRST FLOOR �- ALL LUMBER THAT COMES IN CONTACT WITH TO SECOND FLOOR — Oz o Ui CONCRETE STOOP CONCRETE SHALL BE A.C.Q.LUMBER. (� [� m OI O O Q ,u r 20'-0° I NOTE. 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND Oj EXISTING MASONRY WALL TO BE POSTS ABOVE. UNDERPINNED TO MATCH NEW FOUNDATION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND tu STAIR WELL OPENING. (PROVIDE METAL JTS. V 16'-0" ELEVATION. SEE DETAILS THIS SHEET HANGERS AS REQ-D) Q/ d� DOUBLE ROOF RAFTERS AND TRIMMERS AROUND Q to NEW CONSTRUCTION SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) Q T- 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS v Z w Z --------------- L.V.L.,GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO w F- 0 E d PROPOSED FOUNDATION PLAN _______________ TO BE REMOVED FOUNDATION, FTG'S,AND OTHER STRUCTURAL 0 J 0 tu Q n 1/4"=1-0 GIRDERS OR HEADERS AS NECESSARY. Z Q �- o EXIST'G STRUCTURE 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY DWG NO SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED LEGENDPORCH'S. (ETC) d 73'-0" NOTE! 31'-5" ,'_10" T-O" 14'-7g" 3�_p" 13'12" THIS PROJECT IS IN THE WIND BORNE DEBRIS AREA. 16-8" 8'62' 5_221 5'11" 1 '_32' 17'-32„ 6'_o-, 00 t'!j o - NOTE: Lu 3 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE U) WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. M 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK NEW 8080 SLIDING GLASS DOOR r_ _, CXW15 CASM'T H - STATE. - 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN < I I 1� 2-1 3/4"x 11 7/s"LVL HEADER Q I 1 2-2"X 2"HEADER i a ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY it cr J I i ® 4 i J WITH SECTION R308. �J I I I CU a I I 0 I-a rn o 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION a I I u 11 U) = I I = w m �, R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. 1U)01 O 0 0 - `� o 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE co N i I I I W 00 N I I 10 9 W WITH SECTION R7 2. I I @ U) I I @ � I I O CXW145 CXW145 CXW145 CXW145 HD 0 3 AND EXTERIOR WALL COVERINGS SHALL BE I C) I - BATH I I o H TEMPERED GL TEMPERED GL TEMPERED GL TEMPERED GL INSTALLED IN ACCORDANCE WITH SECTION R703.4 Ni o � bh oA TF o 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE I 1 11 O co I I I I ��O 2-1 3/4"x 11 7/8" VL HEADER 2 � WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK I ' I I 0 F- 1 I G+pie Off'J BENCH SEAT r'' �Q ps o I �- 11 K c TO FOUNDATION I I KR 00 II �e .��P �_________________ _______________� +,2 a� " 7.SNSUEATION SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN J_--__ 0 COLUMN DOWN U- -J _J Ce y i yLL 0 NEW 4"STEEL 6068 FRE H DOORS D r+ � 2-CXW135 CASM'T HD 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN________� J 0 1 11 /8' LVL HEA _ ___ ti , F . �- ----- -_-__-__� ii o J o Q / I 2-1 3/a" HEADER I ACCORDANCE WITH SECTION R320 LL 2-1 3/4"x 11 7/8"LVL HE DER s20 FOUNDATION W \ / ------J L__ 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE- - - - � ______ ___ __ '0 ° \_�TO COLUMN DOWN > 1� \ KITC EN / 11 ® i WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ----- 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE 2-22'r.77-71T W/2 3 4�TL PL. FLLT9H HEA NEW STEEL m '� \ \ / / I' r -� NEW 4"STEEL N W 'ST EL Q 1 \ / 11 Q I I I O ,r OPEN T ABOVE WITH SECTION RM1502 COLUMN DOWN C LU N OW J N W TO FOUNDATION T F UN ATI N Q 1 \ \ o // 11 I I 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS lL o x I \ 'v / I I I I I J OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL �- o U U I \ / U I I 1 3 BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE W FLOOR JOISTS 16" O.C. W O w O w w I) 1 \ / II O w a 3 /I @ o N = _ _ - 11 5 - 28'9z" \ / 12'-5" = - I N ° 11 7/8" TJI 560 SERIES 1 WITH SECTION R318 q I I— x � � Via' o SII /i \ II Uo Olb IIn= 0 114 U M N _O _ � O `- � 1 I / \ 11 U) (n I I I W O i[') 0- co(J HEFT 9 /A tH / \ � I NA � 0 � O F- � iI / / \ \ �I KITCHEN O I- OI I INS SHEET Q -� - N - O / \ O '' - I I I iii � � - OII IIO M I 1 z 0 I� O J I / \. I J 0 ti I I I 0 - 0 �- LL I I'- 0 I I I Q LL LL J I / / \ II J LL 1 1 I —1 MINGNG ROOM KITCHEN ISLAND DOUBLE FLOOR_J ISS NDER WALL ABOVE _ I I I O NEW 4"ST L L_ _�____ _J NEW 4"STEEL I L _j I GREAT ROOM COLUMN D WN I FLOOR JOISTS 16" O.C. I COLUMN DOWN I AIN:)OA 41 DOOR 50HEDULE IST FLOOR --i TO FOUND ION 1 @ ( TO FOUNDATION i Q 2"x 12" /2-5/8"STL PL. FLUSH HEADER 1 11 7/8" TJI 560 SERIES ' 3-2"x 12"W/2-5/8" STL PL. FLUSH FADE HD lu ------------ -------------- ----_ - - - -- ---- _ - WINDOW QUANTITY ROUGH OPENING CLEAR OPEN 11'-0"CEILING HEIGHT 3- ' w - ----- " " 5/8"STL PL. FLU1 ,FADER - f _------------------- REMARKS � 3-2 x 2 W/2- SHH - I NEW DECO COLUMN NEW DECO COLUMN CXW15 10 T-01/2"X 6-0 3/8" 301/8"X 55" EGRESS NEW 4' STEEL ENCLOSURE NEW 4"STEEL g COLUMN DOWN--. ENCLOSURE COLUMN DOWN CXW145 6 3'01/2"X 4'5 318" 30118"X 47" EGRESS U) a F TO FOUNDATION TO FOUNDATION Z o i a CXW16 7 T-01/2"X 6'-0 3/8" 301/8"X 55" EGRESS `n "w o CW15 2 2'-4 7/8"X 6-0 318" 301/8"X 55" > I W U 18'1 �„ U cn 20'-8i., W w I z FLOOR JOISTS @ 16" O.C. - _ z - 12 9 < CXW135 2 T-01/2"X T-5 3/8" 301/8"X 55" 11 7/8" TJI 560 SERIES `° LU CO L C° W � w '- w � w � U � � N v SEAL - 198 � � � � °�" � � -- N AR N Q _, -, M i 8080 FRENCH CSR 1 T-11 1/2"X 8'-0" 299116"X849/32" EGRESS W/TRANSOM ABOVETF'yip � p O O I- O O I- C7 ~ BUTLER 6068 FRENCH DR 1 AS PER MANUFA TURER Z oo _z bo _ - Z co v O � ~ O ~ ~ O ~ PANTRY ° 2 3068 ENTRY- 1 AS PER MANUFACTURER v X J X J `- X J ELEC. N 2668 1 AS PER MANUFACTURER STAIR DOWN wLL wLL w � I co 2868 2 AS PER MANUFACTURER STORAGE,LAUNDRY II NEW 4' STEEL C• NEW 4' ST EL -� j y I I COLUMN DOWN SD COLUMN DOWN 2468 1 AS PER MANUFACTURER TOILET 1 I TO NEW COLUMN C M. TO NEW COLUMN NEW NON-STRUCTURAL Ew NEW NON-STRUCTURAL DET. ALL WINDOWS SHALL BE ANDERSEN 400 SERIES _ DECO COLUMN - BELOW _—_—_ BEL W 2-3/8' DECO COLUMN F[73-jjl2"\Af/2-3/8"STLIPL. J r i 3- 1 3/4"x 11 7/8" LVL FLUSH HEAD --_ 3- x 12"W/ TL PL. FLUSH HEADER _ - USH HEADER ❑ J I ELEC. 111 =--------------- ------ --- �I� o E Lu ai ii C.M. STEEL EX.COLUMN - o COLUMN =INDICATES E!�4ERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 s W LTO BE REMOVED NEW DECO COLUMN NEW DECO COLUMN L LAU 0 WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF hN o I II DET, NE 4" ENCLOSURE ENCLOSURE - NEW 4"ST EL NEW 4"STEEL -J I II C UMN DOWN COLUMN D N COLUMN DOWN SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) 60 NI II TO FOUNDATION , TO FOUNDA ON O" TO FOUNDATION I II 2866 DOOR I II L_ J b (� o o 1'6" 14'-2" O w V-6" 1'-6" 15'4" 0 w 1'6" INSTALL FIBERGLASS {g?ol sp°, Z - m W PAN FOR WASHER& c.M LIGHT & VENTILATION REQUIREMENT'S 1 ST FLOOR m r o cW o U) v DRYER. DET. a U 1 w oo 0 ROOM NAME AREA LIGHT (8%) VENTILATI(ON (4%) I1J FLOOR JOISTS 16' O.C. o ° g VENT DRYER TO EXTERIOR n Lo _ w „ @ W LIVING LIVING - w � 4'0" S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED U a 11 7/8 TJI 560 SERIES DOWN 1 = o v (~n - x LIVING I DINING/KITCHEN 1,954 S.F. 156 S.F. 163 S.F. 78 S.F. 163 S.F. M n N 0 ~ ROOM 0 O ~ z `" M GREAT ROOM 981 S.F. 79 S.F. 102.9 S.F. 40 S.F. 102.9 S.F. M X ROOM Z 00 Z 00 STORAGE X x i N 0 � a H 0 � X O w N STORAGE 188 S.F. 15 S.F. 60 S.F. 7.5 S.F. 60 S.F. �_ � � BATH 100 S.F. 8 S.F. 12 S.F. 4 S.F. 12 S.F. N HD ' 1 W u_ W LL �1 (W iY v�/� o U) T X21 F--rn 12'-8" ~ } +� Z c+�'G2y�9� z 00 o ljll = Z Oo CD Z 111 2-2 X 12 HEADER 2-2"X 12"HEADER HD, 2-2"X 12"HEADER 2-2"X 12"HEADER 3-1 3/4' x 11 7/8"LVL FLUSH HEADER 2 2"X 12"HEADER X J In W - LL 2868 DOOR CXW16 CASM'T 2-CXW16 CASM'T CXW15 CASM'T CXW15 CASM'T I I tu Its) cXw15 CASM'T DOWN M z 1 � __ 15'4" i ' 1 I 41 2-2"X 12"HEADER z o In70, Z e. I I i I I 11-1 Q I I ENTRY — ' 0 I I Q 2-CXW15CASM' o �, Q o I I i I I Q I I OPEN TO ABOVE =�I I O cq�l I i p \ I IDN W I I I I 9 I i / w z 1 Iwo LLJ NNHD i2-2"X12"HEADE Z 2-2"X12"H DERE ISN (= m I I CW15 CASM'T CW15 CASM'T J (, 4'-0" 16'-0" HEET 10 SHEE 10 m COVEREDPORCH o w � �— _ --_--3-1 3/4"x 11 7/8" SL PLUS HEADER—_-- — O O 20'-0" o 0ol — 2'-9" 9'32 112 8'-3" 11'-10" 11'-4" 3'4" 6'-8" 6'-8" Q O In Z -II �l w 17'-02" 16'-0' 6'-72"' 13'-4" JU — !l atu Q r PROPOSED FIRST FLOOR PLAN ~ ~ w T U = W FIRST FLOOR = 111,552 SQUARE FEET PATIO = 718 SQUARE FEET DWG NO COVERED PORCH = 64 SQUARE FEET < 1 EXISTING FIRST FLOOR = 1 ,655 SQUARE FEET NOTE! 31'5" 7'10" 3'_0" 1. 14'7Z" 3'_0" 13' 1z" THIS PROJECT IS IN THE WIND BORNE DEBRIS AREA. 5'2.. o 11'11" 9,'gi 4,-�, 3'-11" 1 ._32., 16'-81' 6.8.. w ; Lu U) J J a 3::N 2-P3050 PICTURE P3050 PICTURE CXW15 CASM'T CATHEDR L CEIL NG W/ •=w I I 2-2"X 12"I EA ER 2-2"X 12"HEADER 2-2"X 12"HEADER I I NSI � N nLu�W R OF A RS ® i i ROOF RAFTERS ° i EXPOSED AFTE S W/ _ v>I I u I I� imu m o Q 2" 12"@1 "o �� x12 @16 oc � LLIT. ' I I BEAD B A D AB VE. N�' BATH '�N = Lu a X 9'_ Q w I / I 8'-0" CEILING HT I U)bo / \ P3050 PICTURE P3050 PICTURE 3050 PICTURE P3050 PICTURE / \ ' ASTER i I 75 C.F.M.MECH ' i /Je`� Ao\ / \ 2.1 3/4"x 11 7/8" VLH ADER / �S 9'8" I I VENT. ° I /°e`G o`�� \ / ��• o°�\\ o OPEN BATH I Asa N L_ ' ° L_ J 2-CXW15 CASM'T \ / ,y 2-CXW15 CASM'T n �I I 8'-0" CEILING HT N �QI TO BELOW 1�> , =0 I 2-2"X 12"HEADER \ \ \ / / / 2-2"X 12"HEADER C?w 75 CLu I .F.M.MECH \ \ \ \ / / / / I 2 io cn � VENT. 18'92" \ \ / w I I \� \ / / I 12'8 = ❑ I \ / E Lr 36"RAILING ljj BOG ° i / \ I X X �- - — — — — — — — — — — — — — — — — — — — — — — / I \ — — — — — — — — — — — — - - 1A4 U U i 00° OC I Q X Opp � I / \ I I I " 'L° o°per — I - O I I ILo y0 I I� A - ,\ - - - - - - - - - - i o N i \ I ,/ ENLARGED I A W c U SHEET 9 \ / I I PEN TO BELOW I / I W_ SHEET 9 \ / I BEDROOM #3 = z I \\ I // BEDROOM #2 I ,� J N 1 10'-0"TRAY CEILING N w I 2"X 12"@ 16"do / �, I I U x w 10'-0"TRAY CEILING � \ CEILING JOIST W ELEC. \ / I I I I Q DET. _ \ I z J RAILING \ RAIL NG I I I (] 2"x 12"@ 16"° -, - - 2- 1 3/4"X 14" LVL HEADE�- -J m CEILING JOISTS Iv- 2668 --- — - -- - — _ - - - - 1 O e s DOPR X \ I / w 14'BLo Z., X o I,- 14,-52' N I I N ❑E 2468 - - - - - - - - - - c5 MASTER I CLOSET ; CLOSE_ T; �ss�o° o �, o -- ( �M� 8'-0" CEILING HT O - f- _ - F- CLOSET DET. \ WINDOI� 4 DOOR SCHEDULE 2ND FLOOR m I i - Z BEDROOM I -- ------- � �" WINDOW QUANTITY ROUGH OPENING CLEAR OPEN g �—, M 1 I = Z Z o REMARKS 12'-0"TRAY CEILING I { soc <Ni ° CXW15 17 3'-0112"X 5'-0 3/8" 30118"X 55" EGRESS w o I }DET. N �' N �' CW15 2 2'-4 7/8"X 5'-0 3/8" 301/8"X 55" EGRESS 2"x 12"@ 16"o I 2668 DOOR CLOSET P6050 1 6'0 3/8"X 5'-0 3/8" 30118"X 55" ' CEILING JOISTS _ -� �s ° BATH � P3050 13 3'-0112"X 5'0 318" 30118"X 55" SEAL { S.D. 0 75 C.F.M. ECH ^ - - - ti EN A31 1 3'-0112"X 2'-01/8" 301/8"X 55" SERE D ARC I-. ELEC. O 0' � 1 w C.M. 8'-0" CEILING HT 5 0 DET. 23'10" m � �� w2 w� Q w o° - o 2068 9 AS PER MANUFACTURER CLOSET * -� PROVIDE CRICKET 2668 DOOR - _---- ' 2668 8 AS PER MANUFACTURER BEDROOM 3:(n - - 2- 1 3/4"X 14" LVL HE DER - 3 n — — — — -7\ I z a° - - ---'-- --------'"---'-- "-------' z a° 2468 4 AS PER MANUFACTURER TOILET N Da p EXISTING RIDGE Y 0 r----�-=-I EXISTING RI7VE613-8,D\OORLEC. `06 6�. ALL WINDOWS SHALL BE ANDERSEN 400 SERIES 9� a 2 s a yob O POST FROM ABOVE 9TI1G ACCESS I POST FROM .D. / F F N EA \ --------- ------� I`� I .M of 0 =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 I � ELEC. L--- J ET. w F S.D. 12'-8" 0 2 WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF c T — — — — "' v SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) I DET. — — — — _ X EXISTING 1 N ►- I COMPUTER " � " � " i" BEDROOM #1 I�> o \ / o N I o N o N o N o N LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR �t \ / � o I � o 1� 0 << w \ \ / / I CLOSE I ROOM -. -' B 10'-0"TRAY CEILING '� LIGHT 8% VENTILATION 4% I W ° va cs Ud Ua @� cs , ROOM NAME AREA ( ) (n r o 2668 DOOR �„ z z N z z z o / \ I Z� �, " CEILING i� S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED (Y dJ Y 8'-0" CEILING I 8'-0" CEILING HT x ,�, x x W x W X W I �, MASTER BEDROOM 825 S.F. 66 S.F. 108.0 S.F. 33 S.F. 108 S.F. N � w N 2468 DOOR I MASTER BATH 150 S.F. 12 S.F. 22.0 S.F. 4.5 S.F. 11.0 S.F. I I v 075 BEDROOM#1 172 S.F. 14.0 S.F. 34 S.F. 7.0 S.F. 34 S.F.C.F.M. BATH L 42 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE m \ +, / \ �p�� — — — I I — — — — — — — _ — BEDROOM#2 257 S.F. 21 S.F. 22.0 S.F. 7.0 S.F. 11.0 S.F. C, �� / \ � I I VENT. —_ o \�\�os tiF9Q / \ ^off/ \ / \ BATH 57 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE Y \9D15 \°LT l 2-2'X 12"HEADER F / 2-2"X 12"HEADER \ I 2-2"X 12"HEADER I 2-2"X 12"HEADER2-2"X12 �f 00 \ BEDROOM#3 300 S.F. 24 S.F. 24.2 S.F. 12.0 S.F. 24.2 S.F. Y } S OP/ \ I .+ \ 2-2"X 12"[HEADER 2-2"X 12"HEADER / �-t-'2-2"X 12 HEADER °,Q BATH 80 S.F. 6.4 S.F. 12.0 S.F. 3.2 S.F. 12.0 S.F. O % - - Z } 3 \ C W15 CASM'T / 2-CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T E /P305 ABOVE — _V BALCONY w = Z z CATHEDRAL CEILING W/ o OPEN TO BELOWtu EXPOSED RAFTER Wl W 13 w z o n BEAD BOARD ABOVE. 2-2"X 12"HEADER 2-2"X 12"HEADER 2-2"X12"HEADER tu � m O w Q CW15 CASM'T P6050 WINDOW CW15 CASM'T N FIXED FIXED o_ w L= o 2'-9" 9,32, 112" 8.3.. 7. 4'-6" 4'6" 6' 2' 10'-0" 6'-8" lY1 —I Q FL m I D ° r- 4'-0" 20'-0" 17'-o-" 16'-0" 19'112 v Q — lu 73'-0" � (� O O � n O to — � U Q r PROPOSED SECOND FLOOR PLAN z wz w E SECOND FLOOR FOOTPRINT = 3 525 SQUARE FEET 1/4"=1' w � tu � < t- SECOND FLOOR CARPET AREA = 2,995 SQUARE FEET DWG NO EXISTING SECOND FLOOR AREA = 1 ,521 SQUARE FEET O Q 4 W LU S NEW ROOF FRAMING - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - -I NEW ROOF FRAMING NEW ROOF FRAMING I I I I I I 1 m w I I 1 - - - - - - - - I ROOF RAFTERSI ROOF RAFTERS 2"x12"@16"oc I 2"x12"@16"oc - - - - - - - -T/ �iA\ X ZD - - - - - - - - - - - - - - - - - - I F Q i mI- I NSPof tu RR1 > I � OC Arg IL I I O tu -j rr 21 Iw 2 Xa" I� I to / 1 RR 16"oc I w RR 16"oc / W I z c I o g \`\� I N 1 / I X �� I 1N X I C X �I X LU LUI / N 1 LINE OF EXISTING ROOF TZ9\REMAIN I // LINE OF EXISTING OOF TO REMAIN N >< 0: I�I I xW N01 a 01 \ I / I CN CNa 1 cn 2-10 O J L----------------- -------------------1 ao 2- 1 3/4"x 11 7/8"LVL w I A ROOF RAFTERS 2"x 12"@ 16"oc w '� opo XI moo W N to N I SEAL I / C5 coCD BRED ARC w / M I W I I \��N.K. rF yip J 1 / X 1 tz LU / o / 1 ' coI / i I I 9 02 g O5 OF N y / EXTEND EXISTING 3- 1 3/4"x 20" LVL RIDGE BEAM EXISTING 3- 1 3/4"x 20"LVL RIDGE BEAM E TEND EXISTING 3- 1 3/4"x 20" LVL RIDGE BEAM �-1/4"x11.7/8" LVL ROOF ITER I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - �— — — — — — — — — — — — — — — — — NEW RIDGE POST o EXISTING RIDGE POST EXISTING RIDGE POST NEW RIDGE POST DOWN ° DOWN TO REMAIN DOWN TO REMAIN DOWN 1 vii o \ m LU I ke" �F \ / �$.N�PR�P/R/ 1 I I \\f-� � // 1 \\ // \\ x Iz b LUI N v \ / co z Ill2"x 8g \ \ \ / � � 2'x 8" I �_ \ \�� o ,�Q'/ I \+,� o `��/ � \?f Z � I m Ill � o RV R 16"oc \ / RR 9 co `c/ I \ � / \ co x / / \ \ ICKET \ !�� - �.� \ Gy o �� W N / \ M k I \ x W / m l \�� x w I 9� 1 is /2"*0 o / \ �, \ I � ROOF RAFTERS \ � N Iz '�� w I \'Q9 "' � JP/ ^"o o ,\ �'pP'6. „ N 1 2"x 12"@ 16"oc \�'A " +/ O \ cs �' / \ 1 Y yI z z ^ 24 Q� ao io �' OO 1 / I \ N O (5R 0v� Q' I \�ip N O "' "' / z z ROOF RAFTERS I _ ROOF RAFTERS z = Z \\ 2-2"X12"HEADER\ 2°X12°@16°OC I 2°X12°@16°OC UL\\ \ P3050 WINDOW / \ M I \ I - - - - - - - - - - - - — - - - _ N I �n w — I N I I 0 I 1 1 z10 z p 2"x12"@16"oc 2"x12"@16"oc i L - - - - - - - - - - - - - - w Q ROOF RAFTERS ROOF RAFTERS a, d t!1 z w NEW F FRAMING I I L - - - - - - - - - - - L - -- - - - - - - - - - J o Z LU LLJ o NEW ROOF FRAMING -�� r Q IL m I D ° T= v O }- w O O to 0 � tQ11 o 1 PROPOSED ROOF PLAN Z OZ w F_ 1/4"=1'-0" O � J O to �w N Z U Q E— o DWG NO EXISTING DEN ° O CLO IUI O O CED) a o w O a BATH EXISTING EXISTING TH o 0 DINING ROOM KITCHEN u- cc T EXISTING EXISTING z w PANTRY BEDROOM BEDROOM w D z D EXISTING �______ _ � OPEN AREA p o D w U) 7� )7 N EXISTING EXISTING EXISTING GREAT ROOM LIVING ROOM STUDY ' EXISTING EXISTING BATH BEDROOM BEDROOM SEAL REO ARC, ti N.K. TF 9,\(DBA H ?o FFD-D F FiDD 9�, 029a6`' y � F 4F NEW EXISTING PORCH � m Mill \D %D m EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN 14 -1-0 14 1-0 O i )— z } Y K Uw wz = z ZN 4 z0 z vta w z v O � m Q IL m i - � v lu C z w \ U Z ~ O H- T IL z U Q~ Q DWG NO NOTE ICE SHIELD TO EXTEND FROM ROOF EDGE TO A MIN.OF 24" o _ 12 NOTE! INSIDE OF EXTERIOR WALL LINE. 110 THIS PROJECT IS IN THE WIND BORNE 0 12101 CONTINUOUS RIDGE VENT �- = DEBRIS AREA. - - SHINGL S - - -_ - _ LE AS PER OWNER tw;7' JJ11 WINDOW HTIFT = - = Y N _- - ❑ ❑ ❑-_ ❑ ❑ -------------- - ❑ CONT.❑ ICS&WATER SHIEL FINISH CEILING PROVIDE L11h 11 ______ ERS EX VERONG IM - _N - `O WINDOW HT _ -- - 11-4„ WINDOW HT ❑ LL ❑ ❑ ❑❑ /jam 12 EC ❑❑ ❑❑❑❑ ❑� ❑0 U- L—J TE IOE HB&G PERMACAST ❑ ❑� ❑ �❑ �❑ ❑❑ ❑❑❑❑ �❑ COLUMN ENCLOSURE 7FF❑ ❑ ❑ ��1❑ ❑❑ ❑ ❑❑❑❑ ❑❑ I I' ] �- CRAFTSMAN STYLE io F 771 - - ❑❑ 1❑ LLJ _ FINISH FLOOR 0- N F ISH FLOOR =_-` i � S ---- ---- - _ LILU❑ FINISH CEILING FINISH CEILING - 10 1L.. WINDOW HT Z WINDOW HT_ __= 1-11 L LLLjLLJl L ❑❑ -- ❑ -J❑ - o - ❑ ❑ ❑ ❑❑ ❑ ❑ 10L L ❑ ❑ ❑❑ RAILING w w ❑ ❑ ❑ IDE ❑C? = t z _-_- ❑ ❑ ❑ ❑ ° Ig -_--_- FINISH FL00 JLILI ❑ ❑ ❑ ❑ ca El -ILL GRADE 11 Lj LI FIwsH FLOOR* _ -= l i 8"CONC FOUNDATION WALL i I EXISTING FOUNDATION WALL i i W I I I I I I C? -- - - ---- - - - L_________________________________________J J----------------------------------- I GRADE - _ _ ___ _ _ __ r 8 X 16 CONC FOOTING AS PER PLAN , EXISTING CONC FOOTING , I - --------------- -------------------------------------------J----------------L -----------------------------------J--------� cn L AREA OF-f XlS71NG / I z d� 8"CONIC FOUNDATION WALL - T - //� /�� L i o I I UNDATION TO BE UND R P NNED SEE DETAILS ON SHEET 11 > i M i--- 1------------------- ----------------------------------- - --_ ❑❑ - - - - - - -�I n L____J_______________8"X 16" CONIC FOOTING AS PER PLAN SEAL PROPOSED FRONT ELEVATION 10' ��RED ARC Lp CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT M -_ 02946 yQ)�- 101 F OF NELjW As, o...... - t� 4 = FINISH CEILING m -------------- INISH CEILING F 1111 1 T-11 11 IT 11 11 IT 11 111111 1111 11 1 11 IT II m V RSA X 0 114NG T IM d U fll II IT I III VE SAT OV HA TRI U 1i RD, 1 1'0" 11 1 Ill 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111 WINDOW HT - _ WINDOW HT o 5 Xi "D 0 E ZEt - E `" OC } O ❑❑ ❑ ❑ ❑❑ ❑�❑❑ ❑ - ❑— ❑❑ ❑ 1 ❑❑ ❑❑ ❑ �- ❑_❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑= � o W ED ��❑- - ❑ ❑ ❑❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑❑ ❑ _ _ W = Z NTr LF-F C d ? uj I- _ ❑ I•u 1 =--C FINISH FLOOR N Z FINISH FLOOR __--__ I IT 11 111 11 Ill 11 1 11 IT 11 111 O ---- I _ _ LL FINISH CEILING - - FINISH CEILING _ 1!1 _Z ______ 1vmNDOW HT �❑ ❑ ❑ ❑ ❑❑ ❑C? zo zo RAILING J — - ill Hill 11 11 IT IDE IT J11 ❑❑❑ ❑❑ o m o FINISH FL_O0R ______ 11 IT 11 11 IT 11 Id L1 11 it ill ❑❑❑I !_❑ _ - Q ..`` j 0 ❑❑ MUL _ - V O GRADE ITT _ --C 8"CONC FOUNDATION WALL i ❑ __ ------ FINISH FLOOR - Q w — o I I I I I i11 J II r - U L------------------------ -----------------------------------------------------------I I ------------- _ - - - d L-------1------------------------8"X 16" CONC FOOTING AS PER PLAN----------------------------------------� - - GRADE _ - I }- ❑/��❑ ❑ 8"CONC FOUNDATION WALL I I 1LI Q i- ------------------------ _ _ AREA DF XE IS IT NG/�/ PEE 10 TO BE,UNDER PINNED' I I r, Z ul Z S"IAILS ONHEE11�/ T__-_j.� z Q =/ /� 8"X 16" CONC FOOTING AS PER PLAN -1 O wQ U--❑ _❑ 1_❑-1----- -----------------------------------------------------1----J !LJ Q p d) DWG NO PROPOSED REAR ELEVATION 1/4"=1'-0" ( � d CONTINUOUS RIDGE VENT = _❑ CONTINUOUS RIDGE VENT THIS PROJECT I S IN THE WIND BORNE DEBRIS AREA. IF _= -❑ !t2 — nvv RMFSMINGLE -- -AS PER OWNER Ll 11 111111 IL -_ _ _ _ - - ❑ ❑ �1J-"r Cil-V TTI _ ❑❑ _ _LL ❑❑ ❑ ------------------------- INISH CEILING - - - - - - LL _lL ----------------- WINDOW HT LL Lli IN VERSATEX OVERHANG TRIM ❑ ❑ --— - - _-- - ❑❑ ❑ � -= I, u_ w FINISH FLOOR ------------------------- ccII''^^ = r-- - FINISH CEILINGDA �� .8�� HB&G PERMACAST ll lOW =1 Ll _ _ COLUMN ENCLOSURE OL CRAFTSMAN STYLE — - = — _� 7- WINDOW WINDOW HT -- o -_ - LA _LL RAILING ❑ ❑ u _ - - - - - ❑❑ ❑ ca o ❑ ❑ - _ ©�_ - ❑ �❑ t ILI bo =- - ❑❑ ❑ ❑❑ ❑ = - ❑ wh, ❑❑ ❑ GRA E (A Z ❑❑❑�L -— _= I I 0 FINISH FL _ - - - - - UJI N - - -__ ------ GRA DE ----Lr------------- � GRADE - - 8"CONC FOUNDATION WALL i i 8"CONC FOUNDATION WALL i i SEAL o � ARCy ------------- --------------- --------------------------------------------- --------- r� �1 8"X 16" CONC FOOTING AS PER PLAN T' it 8"X 16" CONC FOOTING AS PER PLAN --L CONTINUOUS RIDGE VENT 0294 �Q)� LEFT SIDE ELEVATION - =--- ��"N �" - F of NEw PROPOSED _ LE OU—SHINGLES- Lli N dJ = I I U mm FINISH CEILING m ff Y WINDOW HT 6 �'4.. Z } C? ❑ 1 0 W = Z ❑❑ z HB&G PERMACAST ❑ ❑❑ COLUMN ENCLOSURE II).�Inco ` CRAFTSMAN STYLE L III 1L ❑ ❑❑ fL� E U b� bW tRII Z 1 0Z B&G PERM v IU OLUMN ENC f o Q FINISH FLOOR RAFTSMAN V -1 ---- ------ FINISH CEILING INDOW HT B R z V RSA EX OVEF 41 — ❑ m ❑ —� bo ❑ ❑❑ ❑❑ o 0 io ❑ :11-17— ❑❑ HE:1H RAILING OL cc o Q LIE L7N� ul GRADE t- J In �/ Q EXISTING FOUNDATION WALL i 8"CONC FOUNDATION WALL I i u C? I I I I I I GRADE W M I I I I I I I I L J 1- ----------------------------------------------------------------------------- -CON J - I I EXISTING CONC FOOTING 8"X 16" CONC FOOTING AS PER PLAN Lu Z L ------------- ---------7 - -----------------------------------------------------�------- 1------ U ------------------------1-----,--------------------- -1----------------------------------------1-------J I I Ij � I z O = 8"CONC FOUNDATION WALL a lu 7- tu QI ry L-------------------------------------------------------------------------------------------------------------------------------------- r 8"X 16" CONC FOOTING AS PER PLAN r---------------- 'I DWG NO ` L----------------------------------------------------------------------------------------------------------------------------------------L-----------------J PROPOSED RIGHT SIDE ELEVATION 1/4"=1'-0" 2"x 8"RR 16110c CONT RIDGE VENT RIDGE AS PER PLAN 1/2"PLYWOOD SHEATHING EXISTING RIDGE TO REMAIN #15 FELT EXISTING VALLEY RAFTER TO REMAIN 11/4"x 20 GAUGE GALV. SHINGLES AS SELECTED BY OWNER STRAP(TYP.)WITH (4)8d COMMON NAILS IN EACH CONT RIDGE VENT CONT RIDGE VENT END OF STRAP. 12 RIDGE AS PER PLAN RIDGE AS PER PLAN 10 11/4"x 20 GAUGE GALV. 1 1/4"x 20 GAUGE GALV. 2"x 12"RR 16"oc STRAP(TYP.)WITH(4)8d STRAP(TYP.)WITH (4)8d 112"PLYWOOD SHEATHING COMMON NAILS IN EACH COMMON NAILS IN EACH #15 FELT 12 END OF STRAP. END OF STRAP. SHINGLES AS SELECTED BY OWNER 10 �- ' �` 2"x 12"RR 16"oc 1/2"PLYWOOD SHEATHING 2"x 10"CEILING JOISTS 16"oc ATTIC `` #15 FELT I\. SHINGLES AS SELECTED BY OWNER R-39 INSULATION W/ 1/2"GYPSUM BOARD. � / ' II \` \` �` 2"x 10"CEILING JOISTS 16"oc f0a 11 46,U L!TlI _ 2-2';c 4"TOP PLATE ,�'�.'� /�/ i i \\\`\ �`� 2'"G S 0 D. ' .'EXPOg PAFTERS W/I oEAD BRD A�gVE 2-2 x 4 TOP PLATE F" SHEET 12 2"X 6"FALSE RAFTER 11 ,` r' I I I I I I I I1 I &4"RI YD INSULATIO ABOVE-- `\ `\ -__ 1 I II I �SHEET pG f f _ „ Ili It 1--�-------- -1--------u----- \-1------ --L- DETAIL D _ @ 16 O.C. ,11 I 1I ll �I II II II II II II ---- II II 11 II II 1 __ DETAIL D \� _ I I I I R-i INSIULATI6N W�i I I I I „ „ I I I I I „I I I ( 1 11 1 1 11 11 2 �v 6 F&SE E AFTd �'1 X 6 1trALS�RAFYER 11 I I 1 I I I II 1/2 !4 YPSIM B�ARD�I II II116 0�1 II I 1 11 16"P.C. 11 I I II II II II II II II II @ II N II II II II II II P II 11 II I I I I _11___LL—_1L__LL_—JL__L__JL--JJ___Il__11___LL__1L__ll__J LL__JL__ll__JL__JJ___I1__11_--i1_-1L 1— I 1 1 MASTE 7 1 16"OVER HANG 1 I 16"OVER HANG 1 BEDROOM o ENLA = E = 2"x 4"STUDS 16"oc l -------1 ❑ BED ❑❑ l -------1 2"x 4"STUDS 16"oc 1/2"PLYWOOD SHEATHING 12'-0"TRAY CEIL NG 1/2"PLYWOOD SHEATHING #15 FELT PAPER DROOMLIL 1o'-o°rR CE IN #15 FELT PAPER ~ R-15 INSULATION W/ 1 0"TRAY CEILING 15 I LA ON W/ CEDAR SIDING(AS SELECTED BY OWNER) ❑ CEDAR SIDING(AS SELECTED BY OWNER) INSULATION IN IN LA N I ,INT RIO INSULATION IN I TER R 1!2 GYP '1 PS ARD. W 314"SUB FLOOR GLUED AND NAILED WALLS W LS WALLS 3/4"SUB FLOOR GLUED AND NAILED 0- 2"x4"SILL 2"x4"SILL BRI GING @ D-SPAN KITCHEN 7- OPEN TO ABOVE w E FLOOR JOISTS W/BLOCKING TRIPLE FLOOR JOISTS W/BLOCKING „ TRIPLE � 2-2";(4"TOP PLATE _ - - 2-2 x 4 TOP PLATE � FLOOR JOISTS AS PER PLAN d ❑ ❑ ❑ ❑ FLOI E OR JOISTS AS PER PLAN ® 2"x 4"STUDS 16"oc p GREA R DI 0 1/2"PLYWOOD SHEATHING O _ - _ 2"x 4"STUDS 16"oc 1r-o°cEl I VAPOR BARRIER z R-15 INSULATION W/ R-151NS �. 1/2 PLYWOOD SHEATHING 1/2 GYPS 1/2"GYPSUM BOARD. CEDAR SIDING(AS SELECTED BY OWNER) VAPOR BARRIER 3/8"SHELTER WRAP E.P.S. BOARD ❑ 3/4"SUB FLOOR GLUED AND NAILED m CEDAR SIDING(AS SELECTED BY OWNER) I I I 1111E II I BRIDGING @MID-SPAN 2"x 4"SILL O I , � SILL SEALER La 314 SUB FLOOR GLUED AND NAILED , I I , I R-21 INSULATION R-21 INSULATION TERMITE SHIELD 2"x 4"SILL , i i i GRADE ANCHOR x 6"C OSS SEE DETAIL SHEET 2 BR DGING @MID-S AN _SILL SEALER . FLOOR JOISTS AS PER PLAN � I I E I I •. I I . ,. z:.. TERMITE SHIELD ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE R-30 INSULATION 8 FOUNDATION WALL � 2-2"x 6"CCA SILL ' I ' ' 8"X 16"CONC. FOOTING W/2"X4"KEY LU I I I 1 LU ry I I 1 I I I I FLOOR JOISTS AS PER PLAN 2"STRATCH COAT SLAB ON UNDISTURBED BASE r °41 I e I I I 8"FOUNDATION WALL ----J i i i i 8"x 16"C.M.U. PIER Wl 24"X 24"X 12"FOOTING SEAL 8"X 16"CONC. FOOTING;W1 2"X4"KEY i a i i i GIRDER AS PER PLAN FRED ARC,y K. 2"STRATCH COAT SLAB ON UNDISTURBED BASE 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING L---- ____J -----J L---- GIRDER AS PER PLAN AREA OF EXISTING FOUNDATION TO BE UNDER-PINNED cP q SECTION VIEW SEE DETAILS ON SHEET 11 F 0 2 9 4 JOS CONT RIDGE VENT SHEET 9 F N RIDGE AS PER PLAN 1/4"= 1'-0" E 11/4"x 20 GAUGE GALV. CONT RIDGE VENT STRAP(TYP.)WITH(4)8d RIDGE AS PER PLAN COMMON NAILS IN EACH 11/4"x 20 GAUGE GALV. END OF STRAP. ,N' STRAP(TYP.)WITH(4)8d EXISTING VALLEY RAFTER TO REMAIN 11 i i I1 COMMON NAILS IN EACH 11 11 11 END OF STRAP. cA n1 — r o LU 2"x 12"RR 16"oc 11 i i i i i i 11 2"x 12"RR 16"oc ry 0 1/2 PLYWOOD SHEATHING j1 11 I1 11 11 11 11 <t dJ w #15 FELT 11 11 11 11 11 11 11 11 11 112 PLYWOOD SHEATHING ry cq = II II II II 11 II 11 11 1 I U SHINGLES AS SELECTED BY OWNER R-39 INSULATI I I 11 11 II 11 11 11 11 R- INSI�LATI I #15 FELT SHEET 12 112"GYPSU OA i1 j1 11 11 j1 11 1 112"1 YPSJi�1M B AR SHINGLES AS SELECTED BY OWNER DETAIL D I j1 11 11 j1 II 11 I 11� 11 II II II j1 II II II II I II Eg �� 11 II II 11 II 1 1 11 II II 11 II I II `� -------� • `' 11 11 11 11 j1 > 2-2"x4"TOP PLATE 11 1i i� j1 1i ii I I ,i ii ii i1 �i ii i1 } I Ij1 1 11 11 1j 11 11 1j 11 16"OVER HANG 1 _ FALSE RARXI j I I I I I I I I 11 I I I I 11 p 1 — @16O.C.' 1j 11 11 1j II 11 II 11 11 p } - t } 2 2"x 10"CEILING JOISTS 16"oc ENLARGED o K u w 2"x4"STUDS I6"oc l-- 1 BEDROOM EXISTING j z w z HB&G PERMACAST COLUMN ENCLOSURE t- 1/2"PLYWOOD SHEATHING 10'-0"TRAY CEILING lA N # 15 FELT PAPER R-15 INSULATION W/ BATH BEDROOM #1 CRAFTSMAN STYLE 5 Z W CEDAR SIDING(AS SELECTED BY OWNER) 1/2"GYPSUM BOARD. a'-o° CEILING HT 10'-0^TRAY CEILING RAILING z p z 314"SUB FLOOR GLUED AND NAILED SOUND ATTENUATION SOUND ATTENUATION p V W 2"X 4"SILL INSULATION IN INTWALOLS WALLS INSULATION IN INTERIOR R-15 INSULATION W/ v N 1/2"GYPSUM BOARD. — 2-2"x 4"TOP PLATE HEADER AS PER PLAN❑ HEADER A 3 PER PLAN FLOOR JOISTS AS PER PLAN O m 2"x4"STUDS 16"oc KITCHEN BUTLER STORAGE o 112 PLYWOOD SHEATHINGLAUNDRY OLVAPOR BARRIER R-15 INSULATION W/ PANTRY m i tu o r 3/8 SHELTER WRAP E.P.S. BOARD R-15 INSULATION W/ v Q CEDAR SIDING(AS SELECTED BY OWNER) 1/2"GYPSUM BOARD. 112"GYPSUM BOARD. 3/4"SUB FLOOR GLUED AND NAILED 2"x 10"LEDGER 2"x 4"SILL RDI ID- P R-30 INSULATION Q O B I GNG@M SAN Q ii SILL SEALER F- lfi I w = TE=RMITE SHIELD - J � In ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE o R-21 INSULATION U _ 2-2"x 6"CCA SILL N O FLOOR JOISTS AS PER PLAN q 1 1 v Z w Z w 8" FOUNDATION WALL "' ---- o w ry 8"X 16"CONC. FOOTING W1 2"X4"KEY U1 Q U Q ~ W 2"STRATCH COAT SLAB ON UNDISTURBED BASE 8"x 16"C.M.U, PIER W/24"X 24"X 12"FOOTING DWG NO GIRDER AS PER PLAN �BSECTION VIEW SHEET 9 114"= 1'-0" 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. 2"x 6"COLLAR TIES 16"oc CONT RIDGE VENT RIDGE AS PER PLAN 12 7 �— ROOF RAFTERS AS PER PLAN 1/2"PLYWOOD SHEATHING 12 #15 FELT ❑ ASPHALTSHINGLES 7 HEADER AS PER PLAN ALL] L- ❑❑❑❑ -- 2"x 6"CEILING JOISTS 16"oc W/TECO'S ❑❑❑(❑��I 7E BEAD BOARD OR SOFFIT MATERIAL 6"X 6"POST W/DECO COLUMN AS SELECTED BY OWNER HB&G PERMACAST COLUMN ENCLOSURE CRAFTSMAN STYLE H JEE ❑ lD I -11-1 ❑ ❑ IDE ❑ O 4"THICK POURED CONCRETE SLAB !L TE —TIF WITH 6"x 6"x W4.0/W4.0 x 1.4 z WWM REINFORCING OVER 6 MIL W VAPOR BARRIER OVER 3"R.C.A. COMPACTED BASE. f� GRADE GRADE W "FOUNDATION WALL PROVIDE#5 REBAR AS PER DETAIL ON SHEET GN-2 z 16"X 8"CONC.FOOTING W/ 2"X 4"KEY.PROVIDE#5 REBAR AS PER DETAIL ON SHEET GN-2 m m O CONT RIDGE VENT W Z �' � , SECTION VIEW RIDGE AS PER PLAN 1 1/4 x 20 GAUGE GALV. SHEET 10 1/4"=1'-0" STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. g � 1 w 2"x 12"RR 16"oc 112"PLYWOOD SHEATHING II #15 FELT 3- 1 /4"x 1 7/ ' I_Vl ROC TE SHINGLES AS SELECTED BY OWNERSEAL ARC \ K. TF J� REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION ' ' ITO PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION __ �EKt ED RAFTS W/BEAD B-DLABOVE_ q 0 SECTION 1265.4 SIGN OR SYMBOL 2"X 10"CEILING JOISTS 16"oc - - -- - - - -- (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL &4"RIDGID INSULATION ABOVE — ? g 4 6`' STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. F N E`N (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 2-2"X 4"TOP PLATE I I I I I I i t I I I I I I I I I I I I gy, I I I I I I I I I I I I I I I 11 11 I I 11 I II II II II II II II II II II N II I I II II II I II II II IITRI�ILE JQ�TS EXTERIOR OF THE:RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: 11 I I1 11 11 11 I I I I 11 11 11 SHEET 12 II I II II II II II N II II N II 2'1 6"E�ALSEIRRAFTI R II I Il II IIIIIII(1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, I I I I I I I I I I I I I I I II I I I I I I I I I I I' „ I I I R-381�NSUATI0�1 W/ 11 11OR IF THE UTILITYPROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN ORDETAIL D I I I I I I I I I I I I I I I II I I I I (a116 CIC. II I I I I q/2"C�'PSU 1M BOI�RD. 11 ISYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OFI1I 1I 111II II II II II 11 I II II II II II II II THE RESIDENTIAL STRUCTURE ATA POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE I _ __JL-_L__JL1J___I1I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I LLLR-38 1LLLJLJLLI111LL1LLLJL __JL _JJ___AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED INVERSATEX OVERHANG TRIMA PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER 1.4.. INSULATION W/ o m r o EMERGENCY AT THE RESIDENTIAL STRUCTLRE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE 112 GYPSUM BOARD, MAS Y EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION ASA 2 x 4 STUDS 16 oc t`----- 1 0 w LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER 1/2"PLYWOOD SHEATHING BED M EMERGENCY AT THE RESIDENTIAL STRUCTLRE. #15 FELT PAPER �i 1 v (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CEDAR SIDING(AS SELECTED BY OWNER) R-15 INSULATION W/ 12'-0"TRAY EIL NG 15 INSULATION W/ m m OCCUPANCY ORA CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE 1/2"GYPSUM BOARD. 142"GYPSUM BOARD. m OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL 3/4"SUB FLOOR GLUED AND NAILED HAVE BEEN AFFIXED. 2"X 4"SILL AdY (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART B I DGING @MID-SPAN AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY a > O CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE Z Z SIGN OR SYMBOL REQUIRED BY THIS PART I F SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, tu WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE W z OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY 2-2"X 4"TOP PLATE IL OF THE SIGN ORS YMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT Z MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS FLOOR JOISTS AS PER PLAN kq 1- TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TOA FIRE OR OTHER EMERGENCYATTHE RESIDENTIAL STRUCTURE. � Z Q� (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER - GREAT ROOM CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST z O:uZ OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND 2"X 4"STUDS 16"OC 11'-0"CEILING HEIGHT - %)o � 1/2"PLYWOOD SHEATHING W OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. VAPOR BARRIER O Z NON-FADING,WEATHER RESISTANT PROVIDED HOWEVER 3/8"SHELTER WRAP E.P.S. BOARD _ v ry (2)THE SIGN OR SYMBOL SHALL BE OF STURDY, _ R 15 INSULA ON W/ THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER CEDAR SIDING(AS SELECTED BY OWNER) R-151NS CATION W/ 1/2"GYPSUM OARD. OR DECAL. 1/2"GYPSUM BOARD. (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE _ CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: 3/4"SUB FLOOR GLUED AND NAILED (i)IF THE RESIDE14TIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DESIGNATION SHALL BE"V"AND 2 X 4 SILL (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE SILL SEALER O IYl O DESIGNATION SHALL BE"I","II","III","M',OR'V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE TERMITE SHIELD STRUCTURE UNDER SECTION 602 of THE BCNYS. ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE R-30 INSULATION M R-30 INSULATION v (Q� IL m 1 JU r (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) " " z F$ k__� Q CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION v STRUCTURAL COMPONENTS AS FOLLOWS: FLOOR JOISTS AS PER PLAN _ i "F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; I _ - • I, ° a 4 s° I• a °I d ° , d° a O 8..FOUNDATION WALL _1° a a L=---�° ° ' L_---� ° Q Q _1 (ii)"ll"SHALL MEAN ROOF FRAMING;AND - a . ° _ _ (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 8"X 16"CONC, FOOTING W/2"X4"KEY 4 m (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN AREA OF EXISTING to w =11 OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE 2"STRATCH COAT SLAB ON UNDISTURBED BASE FOUNDATION TO BE UNDER PINNED l� �/ ts) 0 d SIGN OR SYMBOL. 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING SEE DETAILS ON SHEET 11 O _ GIRDER AS PER PLAN Z w Q r FLOOR U LLIO L: T \/ Otu w Q U Q ry X BUILDING INSPECTORWILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. QF- o p SECTION VIEW DWG NO SHEET 10 1/4"= 1'-0" J d I � TYPICAL TJI FRAMING DETAILS N DAT I 0 N UNDERPINNING - GENERAL NOTES WOOD I-JOIST LEAVE 1/16"-3/16°GAP, DOUBLE HEADER SEE MANUFACTURER'S FOU BACKER BLOCK RECOMMENDATIONS METAL JOIST INSTALLED TIGHT HANGER TO BOTTOM OF NAIL TO TOP FLANGE JOIST WEB FILLER BLOCK FROM EACH 1 ALL EXCAVATION SHALL BE DONE BY HAND WOOD I JOIST SIDE EQ. I I ONLY NO EXCEPTIONS I EQ. I I i l I I I � TIGHT FIT o 0 PROVIDE PLYWOOD WEB STIFFENER(EACH SHEETING IN PIT. I SIDE;MAY BE REQUIRED I FOR JOIST STABILITY FILLER PANEL, o 1 WEB STIFFENERJXLEAj 2 I I I HANGER COMPATIBILITY, IF NECESSARY OR JOIST REACTION) 1/16"-3/16" GAP, _t II WOOD I-JOIST MANUFACTURER'S RECOMMENDATIONS I EXISTING FOUNDATION 1 I TO REMAIN 3 I I CUT BACK ANY j BEARING WALL BELOW BEARING WALL ABOVE ACCESS PIT — I j PROPOSED 1"-2" L „ I EXCAVATION EXISTING EXTENSIONS. 2 MIN.DRY PACK WOOD I-JOIST CONNECTION N.T.S. I i HIGH STRENGTH NON-SHRINK GROUT DEPTH UNDERPINNING PIT HIGH STRENGTH NON L ____ TO WOOD I-JOIST HDR. DETAIL Lij AND WIDTH OF FOOTING SHRINK GROUT (A) (g) (C) (D) #4 REBAR @ 20"O.C. Z� t;)E7A L EXTEND SLAB TO EXIST. WALL OR UNDERPINNING EACH WAY. WEB STIFFENER DETAILS N.T.S. w NOTE! WHERE WALL DOES NOT UNDERPINNING p OCCUR. WOOD I-JOIST IL UNDERPINNING WORK SHALL BE PERFORMED BY a WIDTH OF DOUBLE-HEADER WOOD I-JOIST AS RIM {— A QUALIFIED MASON CONTRACTOR 5. THE NEW FOOTINGS SHALL BE JOINED TOGETHER WITH#5 REBAR DOWELS — SOLID WOOD JOIST, NAILED TO TOP PLATE a . UNDERPINNING BELOW W/8d NAILS 6"O..C. W @ 12 VERTICALLY FOR UNDERPINNING DEPTHS OVER 36 — a . a BLOCK FILLER 1. AN"ACCESS PIT"APPROXIMATELY 4 FEET SQUARE SHALL BE 6. AS INDICATED IN THE ILLUSTRATION(B)ABOVE AND ON THE = EQUAL TO WIDTH OF BACKER BLOCK INSTALLED ~ EXCAVATED TO A DEPTH TO PROVIDE ACCESS FOR MEN TO GET PLANS,LOCATIONS(I)AND[2)CAN BE EXCAVATED SIMULTANEOUSLY. WALL FOOTING ABOVE. TIGHT TO BOTTOM OF UNDER THE FOOTING AS ILLUSTRATED IN(A). —I (. VIRGIN UNDISTURBED SOIL TOP FLANGE. - WEB STIFFENER EACH SIDE 2. EXCAVATION IS THEN CONTINUED IN AN UNDERPINNING PIT 7. WHEN THE CONCRETE HAS GAINED SUFFICIENT STRENGTH IN LOCATIONS{1} IF NECESSARY. 0 DIRECTLY UNDER THE WALL AS ILLUSTRATED IN{C}. AND{2},INTERMEDIATE LOCATIONS LOCATED AT(3)CAN BE EXCAVATED AND CONCRETE PLACED. th 3. THE MAXIMUM EXCAVATED SPAN UNDER ANY SECTION OF FOOTING ° o 7— SHALL SHALL BE NO MORE THAN 4 FEET. .8. THE SPACES REMAINING SHALL NOW BE FILLED IN. BY HAND AND COMPACTED TO 95%DENSITY 4. AS SOON AS PRACTICAL,CONCRETE HAVING A 28 DAY MINIMUM 9.TOP OF UNDERPINNING OF / ! DETAIL "A" WOOD STAIR ° m CARRIAGE COMPRESSIVE STRENGTH OF 3500 PSI.AIR ENTRAINED.SHALL BE PLACED UNDER NEW FOOTING OR SLAB SHALL STOP 1"-2"CLEAR FOR WOOD I-JOIST NON-SHRINK HIGH STRENGTH GROUT.SEE ILLUSTRATION (D) TYPICAL UNDERPINNING SECTION SCALE:3/8"=l'-O" METAL FRAMING ANCHOR 0 UNDER EXISTING FOOTING SEE NOTE AT EACH SIDE. BEARING WALL BELOW Q w N STAIR CARRIAGE DETAIL N.T.S. o ct) > w � 7A I L w N RIM JOIST DETAIL N.T.S. SEAL ED ARC, �5 ,\,N.K. 3/4"SUB FLOOR GLUED AND SCREWED. WOOD I-JOIST �A ; 9> 02 9 F OF NE ROOF 9 ( 1 7 7 + 411 2 8 * + 5 2 2 ) 9 ( 1 7 7 + 511 2 8 * + 5 1 2 ) f11 9 f ( 1 7 7 + 8 * + WATER SUPPLY& DISTRIBUTION NOTE: / I I I 1.SERVICE FOR NEW BATHROOMS WILL BE TAKEN I I I I I I FROM THE EXISTING WATER SERVICE. j I 4"STACK I ! j 2.WATER DISTRIBUTION PIPING&FITTING SHALL COMPLY WITH R.C.O.N.Y.S,TABLE P2904.5 WATER �L I 1 j j I j I DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 SOLID BLOCKING. � m j I I I I 1 f PIPE FITTINGS,FOR MATERIALS. Kl o r I I I 2„ 2„ 2" I 2� 2" 2" I 2" 2"1 � �. \0.�GP� 1 1 Y ---I------T------1-------I i------7------i----- ------I ------ I I I I I I i i I 1/2" 1/2" 1 7Z/ N V I I I1/2" i I I I I I I I I I I I I I 1 1/2" I 11 1 1 1/2" I LAv 1 1/2" I �v 1 1/2" I w c 1 1 1/2" 11 1/2" I LAV 1/2" I u+v 1 1/2" w c I 1 1/2" 1 1 1/2" I Iav I LAv 1 1 1/2" 1 1 w.c. I I 1 I W.C. , I I I 1 , I i i/ m m I I 1 I I 1 I I DRAIN,WASTE&VENT NOTE: TUB SHOWER I SHOWER I SHOWER I I I I SHOWER I I I 2" 2" 1 2" 2" 1 I 2" I 2" I 1 MATERIALS FOR DRAIN,WASTE&VENT SHALL zns, :�)r=7A I L l!1 P/// COMPLY VMTH TABLE P3002.1 DRAIN,WASTE& 2ND FLOOR I I TABLE P31111.3 SIZE OF COMBINATION WASTE& WEB STIFFENER DETAILS N.T.S. — FI � VENT PIPE. Q �[ 2' 2, C.0. 2� 2,. C.O. 2. 2„ i 2" 2" A// IC � } � pK wztu = z 4"STACK j Z 2 -------- --9—( 1_7 r------ �---- -�--- ---� ---- ----- - ----- z O z 1 1/2" j 11 1/2" 1 1/2" 1 /2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" % p I11 w I W.C. LAV LAV KITCHEN KITCHEN / p ~ z D.W. WASHER SHOWER 2. 2„ 2" 2" j 1 ST FLOOR 7mmmmmmmmmq j C.O. 2.. 2.. C.0. j —1 jF.A.I. O (Y1 � o O Q IL o r- j TO APPROVED SANITARY O O C.O. SEPTIC SYSTEM. (� _ & j 0 4"C.1. House Trap In In _II Pit W/Stl Cover J Otu0 lJU Q r Z w LU w RISER DIAGRAM O I_ 0 � �Lj � U- tu � � z Q od) DWG NO � � II , d ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. { ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. I 1/2"CDX PLYWOOD „ -,./' STRAP(TYP.)WITH(6)8d PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. I #15 FELT PAPER 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. ' y SIMPSON �} 24 MIN. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT s. ACCORDANCE Wf MANUFACTURER SPECIFICATIONS ��' RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT L NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 11/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. O p LSSU "SKEWABLE"CONNECTOR DETAIL "A" 0 D ETA I L "B" BY SIMPSON OR APPROVED EQUAL. / DETAIL llcllO DETAIL T11 ICE SHIELD&UP-IFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.27.1 W W O ItL. E- z w ACQ FLOOR JOISTS 5/8"TYPE "X" GYPSUM BOARD w DECKING 4"X 4" POST W/ DECO COL. 5/8"TYPE "X" GYPSUM BOARD 1'4" 3" Z 3-10d COMMON 6-8d COMMION NAILS p 110 P.B. 66 POST BASE BY SIMPSON -� 2"x 4" FRAMED WALL. (TYPICAL) M 4"x 4" POST ANCHORED ON \ � — STRAPING FOUNDATION WALL R-15 MINERAL FIBER INSULATION Q BETWEEN HEATED & NON-HEATED THOUGH BOLTS 6-8d COMMION HEADER SPACES. STEEL PLATE 4"x 4" POST W/ - z DECO COL. ALL FASTENERS SHALL BE INSTALLED WITH STRICT GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT o ACCORDANCE W/MANUFACTURER SPECIFICATIONS ACCORDANCE W/MANUFACTURER SPECIFICATIONS ALL FASTENERS SHALL BE INSTALLED WITH STRICT � (V ACCORDANCE WI MANUFACTURER SPECIFICATIONS SEAL DETAIL "Ell ZIL DETAIL "F" ,ice DETAIL "G" DETAIL "H" \��RNDK. TFctii� PORCH POST TO HEADER DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL N.T.S. FIRE SEPARATION GARAGE WALL HEADER W/STEEL PLATE DETAIL @ N.T.S. 1/2"=1'-0" J o 1 HOUR RATED UL Design No.U333 * y, 9J 029465 y )O F OF NEW I SHEATHING —_ SIDING 4"x 4" POST W/ FLASHING CONTINUOS VENT 6"WALL (TYPICAL) 2"x6" DECKING DECO COL. 2"X 6" DECKING 6-8d COMMION NAILS 4"X 4" POST W/ m DECO COL. m r o M 1/2° `� LAG BOLTS OD NAILER W/ O.C. STRAPING � d)1 114 AIR SPACE BACK-FLASHING (V v 1/2"MIN. BLANKET INSULATION 6-8d COMMION NAILS mm 3/4"AIR SPACE HEADER 3-10d COMMON NAILS P.B. 66 POST BASE BY SIMPSON in -a m ROOF RAFTER 4"X 4" POST BOTTOM @ 24"O.C.MAINTAIN FLOOR JTS. W/ 6"x 6" POST ANCHORED ON Y 2"EDGE @ END DISTANCES. TECO'S FOUNDATION WALL a 6"WALL (TYPICAL) p w wz = z PRE-MOLDED tu d - EXPANSION JOINT. w F— tu to zp nz DETAIL "J" DETAIL "K" DETAIL "L" � DETAIL "M" _W M o d ROOF VENTILATION N.T.S. BALCONY TO DWELLING DETAIL N.T.S. BALCONY HEADER TO POST DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL N.T.S. N ROOF RAFTERS 7- 0 m -1 3-10d COMMON A 0 0 p m L-) STRAPING t= .� v O STRAPING 6-8d COMMION 6" x 6" POST W/ 0 to U \ DECO COL. z w Q �- ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS z 4 Z U ,� Q %:. DETAIL "N" DWG NO POST TO HEADER DETAIL N.T.S. � 1 d 8d @ 6"oc toed in L along braced wall Roof Sheathing ?attachment Requirements for Wind Loads TOP PLATE - Exposure 6" m�s�and Gust windCIOloo no 120 Iso 0 8d COMMON NAILS 5TRUOTURAL SHEATHING @ 6"O.C.ON EDGES ONLY IF-al �I--�1 E F E F E F E F E F 1/2" MIN. STRUCTURAL TOP PLATE II II II-�) Sheathing Location Rafter/Truss Spacing Maximum Nall Spacing for 6d common Nails VVOOD PANEL = 8d COMMON NAILS (inches,o.c) or loci Box Nails(Inches,d.c) @ 12"O.C.ON 6" 12 6 12 6 12 6 12 61.2 6 12 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY p r- Interior Zone I6 6 12 6 12 6 12 6 12 6 12 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP IqZ 6 12 6 12 6 12 6 6 6 12 16 d COMMON NAILS @ 16"O.C. W/ 5/8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 6 F6 F6 6 12 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP LENGHT OF BRACED WALL PANEL SILL PLATE ' •• OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 12 6 i2 6 12 6 12' 6 12' 6 12' • LENGHT OF BRACED WALL PANEL �• MIN.. USE SIMPSON SET EPDXY-TIE ANCHOR BOLTS • • • HIGH STRENGTH EPDXY ADHESIVE Perimeter I6 b I2 6 12 b 112 b b b 6 Edge Zone '• . TO SECURE ANCHOR,DRILL 3/4" Iq2 b 12' 6 12' 6 6 6 6 69 b' 3-16d@16"oc • along braced wall DIAM. HOLE FOR EPDXY. FOLLOW , MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION 24 b 12 6 6 6 6 6 6 6 6 6abie Endwall Rake or Rake Truss w/Lookout b° 5 6 ° 6 bs 6 4 4 4 4 Block TOPERPENDICULAR RAFTER• ablo Endwal I Rake or Rake Truss w/o Rake overhaq b b 6 b b 6 E, 6 6 END S H EA RWA L L SLAB ON GRADE BOARD SHEATHING Rafter/Trves Spacing Minimum Number of bd common Nails Sheathing 51ze (Inches,o.c) or IOd Box Nails per 5upport Ixb or Ix8 Sheathing 112-Iq.2 2 2 2 2 2 L L IxIO or Larger Sheathing 12-1a.2 5 s 5 s 3 E-NAIL SPACING AT PANEL EDGES(in.) lL 8d q 6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) li-- along braced wall W GABLE END 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET LG JTS �� ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION@ 16"O.C. REQUIREMENTS SHALL BE USED. TOP PLATE °� (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 2• TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 8d 6"oc toed in 6.. a ong braced wall FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL W 1/2" MIN. STRUCTURAL o -fl G JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. [� 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Z @ 6"O.C.ON EDGES TOP PLATE SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. ONLY 6 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 8d COMMON NAILS o SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. [A 2 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS along braced wall FIELD ONLY @ 12"O.C.ON Q AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(,)CONNECTION = FIELD ONLY lu SIMPSON HDU4-SDS2.5 HOLDDOWN FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ % "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH d COMMON NAILS @ 16"O.C. @ 6"O.C.ON EDGES U) OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B FLOOR JOIST UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B ° along braced wall MIN.. USE SIMPSON SET EPDXY-TIE Dead Load Assumptions: Roof Assembly DL. 10 psf SILL PLATE •• HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) > • . ' `, 3/4,, along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): Dead Load Assumptions: Roof/Catling Assembly DL= 15 psf N •• • '.: 1 TO SECURE ANCHOR, DRILL ANCHOR BOLTS ` a •• DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP THREESPEEDND (mphUST) WIND 90 100 110 130 90 100 110 130 THREE SECOND GUST WIND 100 110 120 130 MANUFACTURERS INSTRUCTIONS. L L SPEED (mph) SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. Roor SPAN Number of 8d Common Nails or loci Box Nails POURED CONCRETE/ UROOF PITCH 00 in each end of 1-Y.' x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 `BRED AROy FRAMING SPACING Boor SPAN Number of 8d Common Nails or iOd Box Nails MASONRY 1M1 00 in each end of 1-Y' x 20 gage strap 1,2,3,4 \�J�\ K T�C�� FOUNDATION 6" 12 1 2 2 3 94 133 176 224 8d COMMONNAILS 16 2 2 2 4 126 178 235 298 12 1 2 2 2 Q v @ 12"O.C.ON 3:12 24 2 3 3 5 189 267 353 447 20 2 2 2 3 END SH EARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 28 2 3 4 6 220 311 412 522 12 24 2 2 3 3 WOOD PANEL 32 3 3 4 7 252 356 471 597 28 2 2 3 4 l' = 8d COMMON NAILS 36 3 4 1 5 7 283 400 529 671 32 2 3 3 4 WALL @ 6"O.C.ON EDGES 12 1 1 2 2 79 111 145 183 36 2 3 3 4 F 0 F N ONLY 16 1 2 2 3 106 147 193 244 12 2 2 2 20 2 2 2 4 132 184 242 305 16 2 2 3 a 3 ) 3-16d@16"oc 4:12 24 2 2 3 4 158 221 290 366 O 20 2 2 3 along braced wall 28 2 3 3 5 185 258 338 427 16 24 2 3 3 4 32 2 3 4 5 211 295 387 488 28 2 3 4 5 36 2 3 4 6 238 332 435 549 32 2 3 4 5 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 12 1 1 1 2 62 87 114 144 36 3 4 4 6 L FLOOR OIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 16 1 1 2 2 83 115 152 192 12 2 2 3 3 1 20 1 2 2 3 103 144 190 239 16 2 2 3 4 cSJ SILL PLATE '� '• ; s FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 5:12 24 2 2 2 3 124 173 228 287 20 2 3 4 4 dl IY1 •;••,r• °• •,;•,��•••• ° L L 28 2 2 3 4 144 202 265 335 19.2 24 2 3 4 5 (() r o t ' "' •• •' PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 32 2 2 3 4 165 231 303 383 28 3 3 4 5 l 1 Y ANCHOR BOLTS ' % '• • •` ` 36 1 2 3 3 5 1 186 260 341 1 431 32 3 4 5 6 � v 8d @ 6"oc toed in along braced wall 12 1 1 1 2 57 79 103 130 36 3 4 5 7 N � v POURED CONCRETE( 16 1 1 2 2 76 106 138 173 12 2 3 3 LG JTS 20 1 2 2 3 95 132 172 216 16 2 3 4 5 m to . 1. .. - 11�;� MASONRY 6:12 24 1 2 2 3 115 158 207 260 20 3 3 4 5 UN TOP PLATE FOUNDATION 28 2 2 2 4 134 185 241 303 24 24 3 4 5 6 to 6" 32 2 2 3 4 153 211 276 346 28 3 4 5 7 0 362 2 3 4 172 237 310 389 32 3 5 6 7 97 36 4 5 6 8 Y 16 1 1 2 (2) 75 100 130 162 a < O � 20 1 2 2 '3' 94 125 162 O } 7:12-12:12 24 1 2 2 3 113 150 194 243 1. Prescriptive limits are based on assumptions of Table 3.4 F- } 28 2 2 2 3 132 175 227 284 2. Tabulated uplift connection requirements assume a building W located in Exposure B. O JU 32 2 2 3 4 151 200 259 324 P 36 2 2 3 4 170 225 292 365 3. Tabulated uplift connection requirements assume a roof and (L Z W Z Wall Sheathing and Glodding Attachment Requirements ceiling assembly dead load of 9 psf 0.60 x 15psf = 9 sf. If a I. tabulated connection requirements shall be permitted to be multiplied by 0.'i0 for framing not 9 Y P ( P P ) � AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @IT O.C. for Wind Loads - Exposure B located within 8 feet of building corners. ceiling assembly is not present or if the ceiling assembly is not t- (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 2. Tabulated ridge connection loads assume a bulding located in Exposure B. connected to the roof assembly, the tabulated number of nails Z 3. Tabulated connection requirements are based on total uplift minus 0b of the roof assembly dead shall be increased by 1 nail at each end of the strap. Iv FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP nfee Se=d Gust windao loo Ilo Ito I load (0.6x11 sF). 4. Minimum ASTM A653 Grade 33 steel strap. Z O Weed Z 8d((pp��6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL8TE TO �' r"'�'� 4. Tabulated connection requirements are based on a 12 " ridge strap spacing,for different ridge O v 111 to along braced wall - PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 5TRU0TURAL SHEATHING strap spacings,multiply the tabulated values by the appropriate multiplier below. t- Q FLOOR JOIST Ridge Connection Spacing(ln.) 12 16 192 24 48 -1 E F E F Fr: F E F E F Multiplier 1.00 133 11.60 2.00 4.00 SIMPSON HOLDDOWN W/ 5 ' DIAM. Stud spacing Maximum Nall Spacing for 8d common Nails 5. then the tabulated number of nails required in each end of the strap is equal to I and the Framing ATR(ALL THREADED ROD) Sheathing Location (Inches,ox.) or Iod Box Nails (Inches,ozJ Is attached In accordance with Table 3.1,the ridge strap and additional nailing is not required. 6„ 6. &en a collar tie is used in lieu of a ridge strap,the number of loci nails required 1n each end of 12 b 12 6 12 6 12 6 12 6 12 the collar tie need not exceed the tabulated number of ed nails in a steel strap,or the number 8d COMMON NAILS I I I I of 12d box nails in each end of the collar tie need not exceed the taulated number of loci box @ 6"O.C.ON EDGES Interior Zone I6 6 12 6 12 6 12 6 12 6 12 nails In a steel strap. i ONLY , 7. I-%4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. O m 1/2"MIN. STRUCTURAL 24 6 12 6 12 6 12 6 6 6 12 O O WOOD PANEL 8d COMMON NAILS Z = 12 6 12 6 12 6 12 6 12 6 12 @ 12"O.C. ON 4" EDGE ZONE Q to o - FIELD ONLY m I I6 6 12 6 12 6 12 6 12 6 12 < - along braceed wall SIMPSON HOLDDOWN W/ 5/8 "DIAM. 24 6 12 6 12 6 12 6 12' b 12' ATR(ALL THREADED ROD) V O • ANCHOR, EMBEDMENT LENGTH OF 1 ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING 0 t" II Lu = J Rafter/Truss Spacing (� ¢ d FLOOR JOISTUSE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d W \ tu SILL PLATE .•;'1, STRENGTH EPDXY ADHESIVE TO Box Nails per Support O • • ; 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 Q •• • •• SECURE ANCHOR, DRILL /4"DIAM. F r_ a HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 E- ~ Z W Z \ ANCHOR BOLTS W AS REQUIRED MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) w O T ry POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) Q of 1. For wall sheathing within 4 ft.of the comers,the 4 ft.perimeter edge zone attachment Z (� MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced to 6 inches o.c. 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. 2013 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(I) TABLE R602.3(1) - continued FA5TENIN5 SCHEDULE FA5TENIN6 5GHEDULE NUMBER AND TYPE DE5GRIPTION OF NUMBER AND TYPE 510AGING AND 2013 IRC ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER o,b,c 5PAGIN6 AND LOCATION ITEM BUILDING ELEMENT5 OF FASTENER ci,b,c LOCATION INTERNATIONAL RESIDENTIAL CODE - 14 Blocking between ceiling joists or rafters 16d common (3112"x 0.162") 16"o.c.face nail TABLE R602.10.3(1) ROOF to top plate BRACING REQUIREMENTS BASED ON WIND SPEED 16d box(3112"x 0.135");or 12"o.c.face nail 4-8d box(2112"x 0.113")or 3"x O.t31"nails 1 Blocking between ceiling joists or rafters to top 3-8d common(2112"x ")or ):or Toe nail EXFO5URE CATEGORY B 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS plate 3-10d box(3"x 0.128"):or 1 1 j 30- FOOT MEAN ROOF HIEGHT 3-3"x 0.131"nails blocking(at brace wall panel) 2-3"x16d common(31/2"x 0.162");or 2 each 16"o.c.face nail 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(21/2"x 0.113")or 2 BRACED WALL LINES 2 Ceiling joists to top plate Per joist,Toe nail METHODS 3-8d common(2 1/2"x 0.131"):or 4-8d box(2112"x 0.113");or ULTIMATE DESIGN BRACED WALL LINE METHODS 3-10d box(3"x 0.128"):or 3-16d box(3112"x 0.135");or WIND SPEED SPACINCx 3-3"x 0.131"nails 4-8d common(2112"x 0.131");or Toe nail (MPH) STORY LOCATION (FEET) METHOD L15 METHOD GB F55 FrP"NPS' C5-W8P"C5-G, Ceilingjoist not attached to parallel rafter,las 4-10d box(3"x 0.128");or 5V-W5P,A5W,PFH, CS-PF 3 j P P 4-10d box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails F�G5_c�c over partitions[see Sections R802.3.1,R802.3.2 3-16d common(31/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(31/2"x 0.135");or 2-16d common(3112"x 0.162");or End nail 10 4.0 4.0 2.5 2.0 Ceiling joist not attached to parallel rafter 3-10d box(3"x 0.128");or s' 20 1.0 1.0 4.0 3.5 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 3-3"x 0.131"nails 30 10.5 10.5 6.0 5.0 and Table R802.5.1(9)] 3-10d box(3"x 0.128");or Q 17 Top plates,laps at corner s and 2-116d common(3112"x 0.162");or Face nail ("'=j� 40 13.5 13.5 8.0 6.5 intersections 3-3"x 0.131"nails L,� 50 168 16.5 9.5 8.0 5 Collar tie to rafter,face nail or 11/4"x 20 ga. 4-10d box(3"x 0.128");or Face nail each rafter ridge strap to rafter 3-10d common(3"x 0.148");or 60 19.5 19.5 11.5 9.5 4-3"x 0.131"nails3-8d box(21/2"x 0.113");or 18 1"brace to each stud and plate Face nail 2-8d common(21/2"x 0.131"); or 10 1.5 1.5 4.5 3.5 3-16d box nails (3112"x 0.1135");or 2-10d box(3"x 0.128");or 120 6 Rafter or roof truss to late 2 toe nails on one side and 1 toe nail 20 14.0 14.0 8.0 1.0 p 3-10d common nails (3"x 0.148");or 2 staples 1 3/4" 4-10d box(3"x 0.128"); or on opposite side of each rafter or 30 20.0 20.0 115 9.5 truss : 4-3"x 0.131"nails 19 1"x 6"sheathingto each bearing 3-8d box(2112"x 0.113");or 9 ,.. 40 25.5 25.5 15.0 12.5 4-16d (31/2"x 0.135");or 2-8d common(2 1/2"x 0.131"); or Face nail or 50 31.5 315 I&D 155 � 3-10tl common(3112"x 0.1148"); or Toe nail 2-10d box(3"x 0.128"); 4-10d box(3"x 0.128"); or 2 staples,1"crown,16 ga.,1 314"long 60 3"1.5 31.5 21.5 18.5 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 7 3-8d box(2 112"x 0.113");or 111 roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 3-8d common 12 112"x 0.131"); or 10 NP 11.0 6S 5.5 IL 2-16d common(3112"x 0.162");or 3-10d box(3"x 0.128");or 20 NP 20.5 11.5 10.0 3-10d box(3"x 0.128"); or 20 1'x 8'and wider sheathing to each bearing 3 staples,l"crown,16 ga.,1 314"long Face nail 3-3"x 0.131"nails 30 NP 29.0 11.0 14.5 Wider than 1"x 8" 40 NP 38.0 22.0 18.5 IL WALL 4-8d box(21/2"x 0.113); or50 NP 410 21.0 230 Z 3-8d common(21/2"x 0.131") ;or . 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or 60 NP 55.5 32.0 21.0 111 10d box( 'x 0.128");or 4 staples,V crown,16 ga.,1 3/4"long 3"x 0.131"nails 16"o.c.face nail 16d box(31/2"x 0,135");or 12"o.c.face nail FLOOR 10 4.5 4.5 2S 2.5 9 Stud to stud and abutting stud at intersecting 9L 3"x 0.131"nails ._;, 20 8.5 8.5 5.0 4.0 UJ wall corners(at braced wall panels) 4-8d box 2 "1/2 x 0.113; or - 16"o.c,face nail ( ) 16d common(31/2"x 0.162") 3-8d common(21/2"x 0.131") ;or 30 12.0 12.0 1.0 6.0 Q 21 Joist to sill,top plate or girder Toe nail ".. 16d common(3112"x 0.162") 16"o.c.each edge face nail 3-10d box(3"x 0.128");or �; 40 15.5 15.5 9.0 1.5 IV 10 Built-up header(2"to 2"header with 112"spacer) 3-3"x 0.131"nails 50 19.5 19.5 11.0 9.5 z 16d box(31/2"x 0.135") 12"o.c.each edge face nail - 60 23.0 23.0 13.0 11.0 8d box(2112"x 0.113") 4"o.c.toe nail J 11 Continuous header to stud 5 8d box(2112"x 0.113");or toe nail 4-8d common(21/2"x 0.131"); or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 8.5 8.5 5.0 4.5 m 4-10d box(3"x 0.128") top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail p P P P 130 20 16.0 16.0 9.5 8.0 3"x 0.131"nails 12 To late to to late 16d common(31/2"x 0.162") 16"o.c.face nail .; 30 23.0 23.0 13.5 11.5 0 3-8d box (2112"x 0.113");or 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail 40 30.0 30.0 11.5 15.0 W 3"x 0.131"nails 3-10d box(3"x 0.128");or 50 31.0 31.0 21.5 16.0 N Double top plate splice for SDCs A-D2 with 8-16d common(3112"x 0.162");or 2 staples,1"crown,16 ga.,13/4"long 60 44.0 44.0 25.0 21.5 In seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box(3112"x 0.135");or Blind and face nail C/)13 12-3"x 0.131"nails side of end joint 24 2"subfloor to joist or girder Z 1 ) 2-16d common(3112"x 0.162") 10 NP 13.0 1.5 6.5 O (1)_ Double top plate splice SDCs D0,D1,or D2; 20 NP 24.0 13.5 11.5 v� i and braced wall line spacing>25' 12-16d(3112 x 0135") 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 30 NP 345 19.5 110 w 2-16d common(31/2"x 0.162") 40 NP 44.5 25.5 22.0 � N 50 NP 55.0 31.5 26.5 3-16d common (31/2"x 0.162") 60 NP 65.0 315 31.5 SEAL 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails;or ��RE A Rcy N.K T 4-3"x 14 ga.staples,7116"crown � y /J ? Nail each layer as follows:32"o.c. 20d common(4"x 0.192");or at top and bottom and staggefed. o 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 1 layers And: 2-20d common(4"x 0.192");or Face nail at ends and at each 3-10d box(3"x 0.128");or splice 9�F 4 2 g 6 _k Q) 3-3"x 0.131"nails OF N Ew 4-16d box (31/2"x 0,135");or 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail 4-10d box(3"x 0.128");or 4-3"x 0.131"nails 2015 IRC 29 Bridging to joist 2-1od(3"x0.128") Each end,toe nail INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(3) m mr o REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c ddJ w MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN STRUCTURAL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V ult � PANEL SPAN PANEL STUD SPACING (mph) LD %!5SIZE PENETRATION THICKNESS EDGES FIELD win exposure category RATING (INCHES) (� (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 V (2.0"x 0.113") } 5FL I C I NO 01= TOP PLATE 16 o o TOP PLATE SPLICE LENGTH 8d COMMON 6 12 170 140 135 } (2.5"x 0.131") 1.75 24/16 7/16" Z Z TOP PLATE SPLICE TOP PLATE SPLICE 24 6 12 140 115 110 w z REQUIREMENTS REQUIREMENTS z FOR WIND-EXPOSURES B&C FOR WIND-EXPOSURES B&C ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. th �- A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with � 7 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE panel strength axis perpendicular to supports. I0 > DIMENSION (ft.) LENGTH (ft.) DIMENSION(ft.) LENGTH (ft.) B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in Z Q In z accordance with Section R602.10. _ lU to 121-0" 3'-0" 12'-0" 2'-0" C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. '1173 � Q or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 0 1n Z 161-011 41-011 161-011 31-011 more than 16 inches on center. 4 v J 20'-0" 5'-0" 20'-0" 4'-0" 24'-0" 6'-0" 24'-0" 4'-0" 2015 RG INTERNATIONAL RESIDENTIAL GORE 28'-0" 7'-0" 28'-0" 5'-0" TABLE R602.10.4 O 32'-0" 8'-0" 32'-0" 6'-0" BRACING METHODS --I o 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE Continuous Sheathing Method Q (L o I 36'-0" 9'-0" 36'-0" 7'-0" Q ill 0 t- CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE CONNECTION CRITERIA v LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 11'-0" 40'-0" 8'-0" 7- PROVIDE II1C = METHOD MATERIAL MINIMUM THICKNESS FIGURE PROVIDE AN EQUIVALENT NUMBER OF NAILS 50'-0" 13'-0" 50'-0" 10'-0" Fasteners Spacing u k O � - 60'-0" 16'-0" 60'-0" 12'-0" Exterior sheathing per 6"edges 12"field CS-WSP Table R602.3(3) - 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN cn p/ d� EXPOSURE B AND C 70'-0" 19'-0" 70'-0" 14'-0" 112Cl) - Continuously sheathed O IU Interior sheathing per Varies by fastener 80'-0" 22'-0" 80'-0" 16'-0" Wood structural panel Table R602.3(1)or R602.3(2) tu H Q r 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL W ~ O d 011J �j0 � ItLI �L-u 0 aE- o DWG NO MOCKIN6 0 ENVK444 APPENDIX J ANALYSIS ALL WORK SHALL COMPLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 20I5 IRC. GENERAL FA5TENIN6 5GHEDULE SEC. AJ101.2: CLASSIFICATION of WORK - ALTERATION 2015 IECC RESIDENTIAL ENERGY EFFICIENCY CODE SEC. AJ101.3: MULTIPLE CATEGORIES OF WORK - N/A RESIDENTIAL CODE OF NEW YORK 57A7E RIDGE-PLATFORM PRAMINS ONLY SEC. AJ102.1: GENERAL - PROPOSED WORK SHALL NOT CAUSE THE EXISTING STRUCTURE TO BE UNSAFE OR AFFECT MANDATORY REQUIREMENTS PERFORMANCE OF THE BUILDING; SHALL NOT CAUSE EXISTING MECHANICAL OR TABLE R301.7 R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC PLUMBING SYSTEM TO SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BECOME UNSAFE, HAZARDOUS, INSANITARY OR OVERLOADED AND SHALL NOT MAKE THE SEC. R402.4: AIR LEAKAGE -SEE DETAIL SHT. 7. M N I MUM IJN I FORM DISTRIBUTED DESIGN L®ADS WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BUILDING ANY SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - LESS COMPLIANT. MAXIMUM FENESTRATION U-FACTOR, 0.35 (VERT. FENESTRATION) STRUCTURAL MEMBER ALLOWABLE (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE MAXIMUM FENESTRATION U-FACTOR, 0.55 (SKYLIGHTS) REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEWYORK STATEI DEFLECTION REQUIREMENTS OF SEC. SGHC U-FACTOR, 0.25 AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. SEC. R403.1: HVAC CONTROLS - N/A (EXISTING) RAFTERS HAVING SLOPES GREATER THAN L/180 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST SEC. AJ102.3: SMOKE DETECTORS - SMOKE DETECTORS TO BE PROVIDED AS PER SEC. R314.1 SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - N/A (NO NEW HEAT PUMPS) . USE LIVE LOAD DEAD LOAD AND PAPER ASSOCIATION AF7PA -WOOD FRAME CONSTRUCTION SEC. AJ102.4: REPLACEMENT WINDOWS - REPLACEMENT WINDOWS TO COMPLY WITH SEC. AJ102.4.1 WITH NO FINISHED CEILING ATTACHED TO SEC. R403.3.2: DUCT SEALING - N/A (MINOR DUCTWORK) RAFTERS ( ) ATTIC THROUGH AJ102.4.3 SEC. R403.3.3: DUCT TESTING - N/A (MINOR DUCTWORK) EXTERIOR BALCONIES 60 psf 10 psf MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); SEC. AJ102.4.1: ENERGY EFFICIENCY - REPLACEMENT WINDOWS TO COMPLY WITH CHAPTER 11. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING FRAMING CAVITIES TO INTERIOR WALLSANDPARITIONS H/180 SEC. AJ102.4.2: SAFETY GLAZING - GLAZING IN HAZARDOUS LOCATIONS TO COMPLY WITH SEC. R308. BE USED AS DUCTS OR PLENUMS. DECKS 40 psf 10 psf SEC. AJ102.4.3: EMERGENCY ESCAPE & RESCUE OPENINGS - EMERGENCY ESCAPE WINDOWS COMPLIANT. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM INSULATION AROUND SEC. AJ102.4.4: WINDOW CONTROL DEVICES - WINDOW CONTROL DEVICES COMPLIANT. FLOORS AND PLASTERED CEILINGS L/360 SEC. AJ102.5: FLOOD HAZARD AREAS - NOT APPLICABLE (NOT IN A FLOOD ZONE) . PIPING. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN BLOCKING26AYS SEC. R403.5.1: HEATED WATER CIRCULATION & TEMPERATURE MAINTENANCE SYSTEMS - AUTOMATIC SEC. AJ102.6: EQUIVALENT ALTERNATIVES - NOT APPLICABLE. CONTROLS ALL OTHER STRUCTURAL MEMBERS L/240 BACK@4'-0"O.C• SEC. AJ102.7: OTHER ALTERNATIVES - NOT APPLICABLE. TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE. MANUAL CONTROLS TO BE ATTICS WITHOUT STORAGE(ROOF BELOW PITCH) 10 psf 10 psf SEC. AJ102.8: MORE RESTRICTIVE REQUIREMENTS - NOT APPLICABLE. EXTERIOR WALLS WITH PLASTER OR HI360 SEC- AJ102.9: FEATURES EXCEEDING CODE REQUIREMENTS - NOT APPLICABLE. READILY ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH J ACCESSIBLE. SEC. AJ103.1: GENERAL - AS PER BUILDING OFFICIAL. SEC. R403.6: MECHANICAL VENTILATION - NO NEW MECHANICAL VENTILATION. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITI� SEC. R4NCY : EQUIPMENT SIZING & EFFICIENCY RATING - NEW EQUIPMENT SHALL HAVE AN LI240 SEC. AJ104.1: GENERAL - NOT APPLICABLE. EFFICIENCY RATING c 30 psf 10 psf BRITTLE FINISHES SECOND FLOOR SEC. AJ501.1: NEWLY CONSTRUCTED ELEMENTS - TO COMPLY WITH REQUIREMENTS OF THIS CODE. SLEEPING ROOM P P Z UJSEC. AJ502.2: GENERAL - NO INCREASE IN EXTENT OF NON-COMPLIANCE OR NON-CONFORMITY TO LOCATION. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITU120 R THOSE REQUIREMENTS STAIRS p p A�� SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS - NO MULTIPLE SWELLING UNITS. FLEXIBLE FINISHESTHAT DID NOT PREVIOUSLY EXIST. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT AND ICE SYSTEMS PROVIDED. GUARDRAILS AND HANDRAILS 200 psf to psf AB SEC. AJ501.3: EXTENSIVE ALTERATIONS - WORK AREA LESS THEN 50% OF DWELLING UNIT. SEC. R403.10: POOLS & INGROUND PERMANENT SPA ENERGY CONSUMPTION - TO COMPLY WITH SEC. SEC. AJ501.4: STRUCTURAL - STRUCTURAL WORK DOES NOT CREATE DANGEROUS CONDITIONS. R403.10.1 THROUGH 12 psf FOR BLOCKING 2 BAYS SEC- AJ501:5.1: MATERIALS AND METHODS - NEWLY INSTALLED ELECTRICAL EQUIPMENT AND WIRING SEC. R903.10.3 = H= PAN HEIGHT. ROOF LOADING(LIVE=GROUND SNOW LOAD ATTIC NOTE:L SPAN LENGTH, S BACK 4'-0"O.C. TO COMPLY WITH SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf @ CHAPTERS 34 THROUGH 43. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 75% OF LIGHTING TO BE HIGH EFFICACY LAMPS. 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 INTERIOR ZONE SEC. AJ501.5.2: ELECTRICAL SERVICE - EXISTING SERVICE NOT LESS THAN 100 AMPS. RESIDENTIAL CODE OF NEW YORK STATE) CATH Qct" A� SEC- GAS LIGHTING FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS - NO SEC. AJ501.5.3: ADDITIONAL ELECTRICAL REQUIREMENTS - WORK TO COMPLY WITH SEC. AJ501.5.3.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE �� FUEL GAS LIGxTING OF THE DETERMINING DEFLECTION LIMITS HEREIN. ® PERIMETER ZONE THROUGH SEC. AJ501.5.3.5. SEC. AJ501.5.3.1: ENCLOSED AREAS - EQUIPMENT. ENCLOSED AREAS OTHER THAN CLOSETS, KITCHENS, GARAGES - GABLE WALL FIRST FLOOR BASEMENTS, HALLWAYS, LAUNDRY AREAS AND BATHROOMS SHALL HAVE A MINIMUM OF TWO NOTE: DUPLEX RECEPTACLES. 2 5 * $ $ /( 522 ) 6 7 2 (EDGE ZON� 7 & + ( 6 SEC. AJ501.5.3.2: KITCHEN AND LAUNDRY AREAS - KITCHENS AREAS SHALL HAVE MORE THAN TWO DUPLEX RECEPTACLE 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS OUTLET, INSTALLED OUTLETS. LAUNDRY AREA WITH A MINIMUM OF ONE DUPLEX DUPLEX RECEPTACLE IN EA.ZONE BACK @ 4'-0"O.C. a. ON INDEPENDENT CIRCUIT. SEC. AJ501.5.3.3: GROUND FAULT CIRCUIT INTERRUPTION - GFI'S TO BE INSTALLED. SEC. AJ501.5.3.4: LIGHTING OUTLETS - LIGHTING OUTLETS PROVIDED AS REQUIRED. SEC. AJ501.5.3.5: CLEARANCE FOR ELECTRIC SERVICE EQUIPMENT SHALL BE AS PER CHAPTERS 34 ~ THROUGH 43. SEC. AJ501.6: VENTILATION - VENTILATION AS PER SEC. R303. SEC. AJ501.7: CEILING HEIGHT - NOT APPLICABLE (NEW BASEMENT NOT HABITABLE) . NAILIN6 AND 5TRAPPIN6 * * ALL STRAPPING TO BE 1 14 x 16 GAUGE STL ** SEC. AJ5018.2: STAIR HEADROOMSEC. AJ501.8.1: STAIR WIDTH - NOTNOTPLICABLE APPLIICABLEEj(NEWSEMENT BASEMENTTTNOTBHABIITABLE) . "SIMPSON" EQUIVALENT- CS16Z (COILED STRAP) Q SEC. AJ501..8.3: STAIR LANDING - NOT APPLICABLE (NNEW BASEMENT NOT HABITABLE) . � 12" MIN. BEARING o 2015 INTERNATIONAL INTERNATIONAL ENER6Y CONSERVATION CODE ~ TABLE R402.4.1.1 W AT RAFTER TO RIDGE CONNECTION @ EACH AIR BARRIER AND INSULATION INSTALLATION FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP FOR NOTED COLLAR/CLG TIE- 3 10d COMMON NAILS @ EA. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION IN5TALLATION CRITERIA W A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit„or J 12 the building envelope. a sealing material. narrow cavities shall be filled by insulation -�SIMPSON STRONGTIE The exterior thermal envelope contains a Narrow cavities that oninstallryonnreadil conforms to the General requirements y Z continuous air barrier available cavi space. ALTERNATE H7Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. @ 16"O.C. Breaks or joints in the air barrier shall be (� sealed. Air sealing shall be provided between the COLLAR TIE y Garage separation garage and conditioned spaces -1 - 3 8 d COMMON NAILS @ EA.END OF STRAP The air barrier in any dropped ceiling/soffit The insulation in any dropped ceilingrsoffit FOR STRAP j FOR STRAP LING- 5 8 d COMMON NAILS shall be aligned with the insulation and any shall be aligned With the air barrier (� I gaps in the air barrier shall be sealed. Recessed light fixtures installed in the budding Recessed light fixtures installed in the building FOR C.J.TO R.R.- 11 16d COMMON NAILS(FOR 5 PITCH) Ceilinglattic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air fight and IC ALTERNATE 9 16 d COMMON NAILS(FOR 8 PITCH) Access openings,drop down stairs or knee drywall. rated. ♦- CEILING TIE FOR CLOF EA.PLATE TO PLATFORM ABOVE- 1 16 d COMMON NAILS @ 16"O.C. USE d MINIMUM OF wall doors to unconditioned attic spaces Q TW0 IDE OF FS THISTRUS shall be sealed. Batt insulation shall be cut to fit 111 SIDE OF TRUSS. �' TOTAL 4-8d NAILS . ,, • O The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, � • Plumbing and wiring or insulation that on installation readily INTO TRUSS. shall be sealed walls shall be insulated by completely filling N The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend to Walls exterior walls shall be sealed resistance of R-3 per inch minimum. behind piping and wiring j AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. /I� _ �. Knee walls shall be sealed (ONLYAPPLICIABLEFORTWOSTORYCONFIGURATIONS): Y �_5 Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs 1 walls shall be installed in substantial contact Z ,A Showerttub on exterior wall adjacent to showers and tubs shall separate shall be insulated "y FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP and continuous alignment with the air barrier. them from the showers and tubs. LD(1) j O PLATFORM ABOVE&@ C OF EA.PLL4TE TO The space between window/doorjambs and The air barrier shall be installed behind > f FOR CLOF EA.PLATE T Windowsskylights and doors framing,and skylights and framing shall be Electrical/phone box on exudor walls electrical or communication boxes or w N ALTERNATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. sealed. air-sealed boxes shall be installed CONFIGURATION Rim joists shall include the au barrier. Rim joists shall be insulated. HVAC register boots that penetrate building 2-Bid NAILS °° Rimjoists INTO PLATES HVAC register boots thermalenvelope drywall.lhall be sealed to the subflooor SEAL 8-8d NAILS The air barrier shall be installed at any Floor framing cavity insulation shall be �c�E A R C AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 16"O.C. INTO STUD Simpson Strong-Tie exposed edge of insulation installed to maintain permanent contact with C• L @ p g When required to be sealed,concealed fire \-�A '7 1 1 H7 Z the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner �� 'K. FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP Floors indudin arae and framing cavi y insulation shall be permitted y C7 ( g above garage that is recommended b the manufacturer • @ eanfilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not FOR d C OF EA.PLATE TO PLATFORM BELOW- sheathing,or continuous insulation installed on Q L be used to fill voids between fire sprinkler v 1 16 d COMMON NAILS16"O.C. the underside of floor framing and extends cover plates and walls or ceilings y @ r- RATER T � 1T from the bottom to the top of all perimeter G floor framing members Simpson Strong-1 io W? Z ITS, Exposed earth in an unveMed crawl space Where provided instead of floor insulation, Dud shafts,utility penetrations,and flue � "SIMPSON"LTP4 Crawl space walls shall be covered with a Class I vapor retarder insulation shalt be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned -9 0 .6 Q (OR EQUAL) with overlapping joints taped. the crawdspace walls. space shall be sealed. lc y `- OF NE`s AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION SLAB ON GRADE APPLICATION: @ 32"O.C. a ° FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP e ° , FOR C PF EA.PLATE TO PLATFORM BELOW- 1 16 d COMMON NAILS A ° @ 32'O.C. L d dl � m U3 0 U3 som r o TYI01C A L SECTIONS DETAILS TN 0 L (-NO NOTCHES D/6 MAX. PERMITTED ' 1(1 I I m D/6 MAX. NAILING 57RAPPIN6 EXTERIOR WINDOW/DOOR HEADER Y TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE LHANDRAILS FLOOR JOIST-CENTER CUTFOR WOOD STRUCTURAL PANELS a,b,c,d NAALL STA & D/4 MAX. KWRAILINGLY d Z2W/RCNYD iLl FASTENING 5GHEDULE B TOP PLATES ~ tu FASTENER SPACING (INCHEV)' z ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS D/3 MAX. FASTENER 4 FEET $ 6 FEET i A [IN ACCORDANCE WITH WOOD FRAMEA/ z Z TYPE PANEL SPAN PANEL SPAN PANEL SPAN CONSTRUCTION MANUAL 2001 EDIT10NI BORED HOLE MAX. 0 v 11! t" J 4 FEET 16 FEET 18 FEET DIA.40 PERCENT NOTATION OF STUD DEPTH No. 8 WOE) SCREW BASED MAX.D FROM D ROUGH A B C D E F ANCHOR WITH 2-INCH 1� 10 S OPNs LU SUPPORT FLOOR JOIST-END CUTS EMBEDMENT LENGTH B E 2'-0° 2 1.2"xa" 1 1 1 1 z No. Im WOOD 6CREW BASE C 9 5/8"MIN.TO EDGE ANCHOR WITH 2-INCH 1(0 12 g a'-o° a 1-2"xa° 2 2 z z Q EMBEDMENT LENGTH z_w HARDWOOD OR STEEL HANDRAIL 2-2"X 4" �0 W/1 1/2"MIN.FINGER CLR.AND NOT ° 5/8"MIN.TO EDGE D Z 6'-0" 6 -OR- 3 3 3 3 2 Y4 -INCH LAG ;iCEIU BASED F 2 2"X 4" O" co TO PROJECT MORE THAN 4.5" o O NOTCH MUST NOT D/3 MAX. O -1 8'-0" 8 -OR- 3 3 3 3 FROM THE WALL. EXCEED 25/o OF O O ANCHOR WITH 2-INCH 1(0 1(0 1(0 1-2"X6" 0 of STUD DEPTH - Z EMBEDMENT LENGTH w (wig Q IL m I 10'-0" 10 2-2"X 6" 4 4 4 4 = IF HOLE IS BETWEEN 40%AND 60% � r BORED HOLES SHALL NOT BE OF STUD DEPTH,THEN STUD MUST BE 12'-0" 12 2-2"X 6" 5 4 5 4 - LOCATED IN THE SAME CROSS DOUBLED AND NO MORE THAN TWO RAFTER CEILING JOISTS V O e =rt SECTION OF CUT OR NOTCH IN _ d° STUD > SECCESSIVE STUDS ARE DOUBLED ` Z O a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. dZil AND SO BORED fJ fi 11 b.Fasteners shall be installed at opposite ends of the wood structural panel. allSTRIV _ c.Nails shall be 10d common or 12d box nails. • JACKS&KINGS M READS &RISERS .n - WOOD I d.Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER D/3 MAX. O attached utilizing vibration-resistant anchors having a minimum ultimate ° SILL PLATE NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. ~ ulV withdrawal capacity of 490 pounds. In U J Q NOTATION: 11/4"NOSING DRILLING AND NOTCHIN6 DETAIL CHAPTER 3 BUILDING PLANNING OF STUDS 2IN.MIN.FROM TOP 111 Q 1' A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) * AND BOTTOM OF JOIST {- Z SECTION R301 DESIGN CRITERIA MINIMUM WIDTH OF STAIRS TO BE T-O° w Z WOOD STRUCTURAL PANELS WITH A MINIMUM T1ICKNESS OF X16"AND A MAXIMUM SPAN B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.238,P.193) PIPE OR CONDUIT w O I_- T C� OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLES 3.23C,P.193) Z = w (y D(ACTUAL DEPTH) O w O 0 tu PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STAIR DETAIL z U Q t-- p PROVIDED.ATTACHMENTS SHALL BE PROVIDE IPI ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLES 3.22F,P.191)ASSUME DBL.HDR. N.T.S. CUTTI N6 DRILLING AND NOTCHING DETAIL DWG NO WITH THE PROVISIONS OF THE 20151.R.C. F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) OF JO 15T5 @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.157)&(TABLE 6A PAGE 316) J I � F Eu AL I p uFuoz) T E i A lul 6 us NA AU Po Lj) Li UN CUTCHOGUE , NEWYO.RK 11935 w CL ir 0 U- Of ® Zo F_ W CU Q Z 0 O Au v IN z JdW # DESCRIPTION : �- , o m 0 1 TITLE SHEET / � o 0 ,, 3, '� ENCLO�D PORCH 2 FOUNDATION P z NEW STEPS U) N J - - \ z� C)o 00 3 FIRST FLOOR PLAN w C3 o Ln pIM . I i GENERAL NOTE: ? ` '� W 00 °' THE PROPOSED DWELLING HAS BEEN DESIGNED . 4 SECOND FLOOR PLAN , p0� ' / — N N 62 2� � — TO BE IN CONFORMANCE WITH THE 2015 RESIDENTIAL CODE: OF NEW YORK. /'��G POOLOr" SEAL w 5 ROOF DIAGRAM ED ARC , MECHANICAL NOTE: THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF NY. STATE, CHAPTERS 12 Ct6.29 c's `� EXISTING FLOOR PLANS NEW TWO STORY ,� " �'6 THROUGH 24. ADDITION ` �, 1 I� THE PLUMBING CODE OF NY. STATE, CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. STATE, � � 1 ` o � 7 ELEVATIONS SHED 'r---.,LIGN NEW GARAGE m 9�F 02 9 4 1 F NE CHAPTERS 33 THROUGH 42. � � W/ REAR ADDITION ELECTRICAL NOTE: NEW GARAGE 1'� 8 ELEVATIONS ' ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2015 SEPARATE APPLICATION Arn CHAPTER 33 THROUGH 429SECTION & DETAILS 1 --d- co 00 V-- ENERGY NOTE: 1 _ _ - 10 SECTION & DETAILS _ - - N0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 24 __ - " 04 0 w 1 � — — — � — 302.8' N 00 JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN 11DETAILSRISER DIA& - COMPLIANCE WITH � ', - -� � Lo (D c° THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. N — _ _ _ - " — a' DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR 12 DETAILS EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY o Of >-- o STAR COMPLIANCE CERTIFICATE Z - - — S78o 36' 20 �� 13 NOTES & DETAILS o W Z � E.,l J •i 5 Z = Z CL Ld 14 NOTES & DETAILS 60W Z Q0 c� 15 NOTES & DETAILS Z = Lv Z w � (�=j NZ J PROPOSED OVERALL PLOT PLAN NOTE: NOTE: 1/4"=1'-0" NOTE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND THIS PROJECT SHALL COMPLY WITH THE PROFESSIONAL JUDGEMENT,THESE PLANS AND/ MECHANICAL CODE OF NY.STATE, ZONING ANALYSIS OR SPECIFICATIONS ARE IN COMPLIANCE WITH CHAPTERS 12 THROUGH 24. 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. THE PLUMBING CODE OF NY.STATE, ISSUE REQUIRED/PERMITTED EXISTING PROPOSED Z 0 lq- BE VARIFIED IN THE FIELD BY THE CONTRACTOR, CHAPTERS 25 THROUGH 32. O J o O THE ELECTRICAL CODE OF NY.STATE, LOT SIZE 40,000.00 S.F. 48,$73.00 S.F. 48,$73.00 S.F. (NO CHANGE) J z AND RECEIVED DISCREPANCIES SHALL BE CHAPTERS 33 THROUGH 42. ~ co 1 IMMEDIATELY REPORTED TO THE ARCHITECT. MAX.BUILDING HEIGHT 35' 24' 29'-10" 0 CL o t\ 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARYNOTE MIN.FRONT YARD 30' 47' 44.5' 0 t FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 58' Q 0 SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. SIDE YARD MIN. S.S, 20.3 15. 0 z u - 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. DHW AND AIR CONDITIONING SYSTEMS SIDE YARD AGG. 16.2$' 130.3' 105.25' � W O `- 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. MUST MEET OR EXCEED THE SPECIFICATIONS ,- „ , , 0 _0 z w 11 AND PERMIT SECURED FROM THE CITY OF NEW YORK DEPT.OF 3.FIXTURES TO BE PROPERLY VENTED. CALLED OUT ON THE ENERGY STAR MIN.REAR YARD 30 0 199.5 184 E— (n O w ,t BUILDINGS. COMPLIANCE CERTIFICATE o 0 o gid9 Dept copy from Zgq w (n U LOT COVERAGE 20/0 4/0 9 /o Final review/d�c�ments O W co �- DWELLING=1,728 S.F. DWELLING=3,552 SQUARE FEET pa{File # / 3:: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SHED=164 S.F. PATIO=108 SQUARE FEET ~ Z w COVERED PORCH=64 SQUARE FEET ~ [REFER TO TABLE R301.2(1)OF THE RESIDENTIAL CODE OF NEW YORK STATE] SHED=164 SQUARE FEET ° W w 0 'o W Q WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN GARAGE=594 SQUARE FEET IL z " Q ~ CI 00 GROUND DESIGN WINTER ANNUAL d TOPOG DESIGN UNDERLAYMENT HAZARD FREEZING TOTAL=4,482 SQUARE FEET SNOW LOAD SPEED BORNE -BORNE BORNE CATEGORY , FROST LINE TEMP REQUIRED INDEX TEMP DWG NO RAPHIC DEBRIS WEATHERING, DEPTH TERMITE MPH EFFECTS k 1 MILE B 3 FEET MODERATE 150 YES CONTACT 599 510 20 PSF 130vult NO FROM THE SEVERE BOF TO HEAVY BLDG DEPT 1 COAST 73'-0" NOTE! 31'-5" 7'-10" 3'-0" 14'-7j" T-0" 13 1 " THIS PROJECT IS IN THE WIND BORNE 10'-0" 10'-4" 7'-1" 4'-0" DEBRIS AREA. 8" o CONCRETE WALL � o , LU w CONCRETE STOOPSTOOP = 5/8"A.B.@ 39"O.C.WITH C NCRETE ' 3"X3"X 1/4"PLATE WASHER 130 co co HD 8"X 16"VENT HD 2"X6"SILL PLATE �— ° ° d a a ° ° : °•' a' CONCRETE WALL III F III in z 0 > DROP FLOOR I I � H m in M N 36"BELOW LO O LLL1 M FOR HOLD-DOWN ANCHOR 0 o iii Of N 5/8"X12"ATR ANCHOR MIN. CD LO ►I I co O '° H 8"X 16"VENT HD 5.5"EMBEDMENT SET IN O O iii x a ACRYLIC TIE ADHESIVE(AT) "' '� CONCRETE STOOP III ° O ,O 0 III d 8"x 16"C.M.U.PIER W/ o Q x _..I x J III AREA OF EXISTING 24"x 24"x 12"FOOTING ° "' � °0' LL U_ III ° (TYP.) r- -1 N N III FOUNDATION TO BE UNDER-PINNED U) HD I I , „ � 8"x 16"VENT HD - SEE DETAILS ON SHEET 11 z �O ° ° I I - 3.2' X 10 WOOD GIRDER ° a Z' 77777LL ` -- - ° '.° -- -2'rXT7WOUITGRMR ° MRIM JOIST ILg"X 16"C.M.U.PIER W/ 7n 5n I - 24"X 24"X 12"FOOTING ° LLJ 3-2"X 10"WOOD GIR ER I I 3-2"X 10"WOO > - 1 ROUGH-UP FACE OF EXISTI G (TYP.) ° z ----------- I--------- FOUINDATION WALL AND DOTING in W — I I I -I I I - I 10 o I- 10 I- > 1'-0n 3�_g IY I I I I / I I I TO RECIEVE NEW FOUND - o N L J i l I SYSTEM.(TYPICAL) `r° Lo 0 x O ° 8"x16"C. .U.PIER W/ I I I I r -- --- ---Z-411iv 24"X 24"X 2"FOOTING I I I I I I PROVIDE#6 STEEL DEFORMED REBAR 0Y O F- 4 (TYP.) III .I ; I „ „ „ 0 8"x 16"C.M.U.PIER W/ _ 0 FOUNDATION ANCHORAGE DETAIL w I I I I I I I DOWELS 16 LONG.8 INTO NEW&8 INTO O 24"x 24"x 12"FOOTING 00 0 U 0 I I I II I 10'-1" I EXISTING FOUNDATION @ 16"O.C.VERTICALLY x ILL " 40'-11" (TYP.) x � F o o � I I I 11 PLAN VIEW I- z U) (n I I I u I I I SET IN EPDXY. N ° W � 0 -* ID O I I I II I i I r----� r----� r- ---1 (AS PER WFCM 2001 TABLE 3.2B Q Z -' I I I II I -- - - _J 3-2"X 10"WOOD GIRDER i i�_ _8" 2"X 10"WOOD GIR E I I 3-2"X 10"WOOD GIRDE I 3-2"X 10"WOOD GIRD::R O ) 0 X _ oz _ I I 1 I I _ RI I _ I �, "ANCHOR BOLT @ 39"O.C.FOR 1-3 STORIES � ---------------- A _ - DR P F O I —j_ x 16°C.M.U.PIER W/ I i i i A "ANCHOR BOLT @ 32"O.C.FOR 1-3 STORY CD 00 00 i I „ 0 - 0 I 136 EL I L____J 24"X24"X12"FOOTING L____J L____J (.D °-6 HEET9 x _j x I I N EXISTING (TYP.) SHEET9 LL 9'-8" N LL i i i I Z11 _j i _j (n Fes- o H ROUGH-UP FACE OF ISTING 1.MIN.7"EMBEDMENT INTO CONCRETE Z x 8"x 16"C.M.U.PIER W/ I I I U I w o (n 10'-2�' 10'-2?" 10'-2� o (n 10'-2j' FOUINDATION WALL ND FOOTI W/3"SQUARE WASHERS AND END NUT SETUP •a. 2a"x 2a"x 12"FOOTING 1 1 ' CRAWL S PACE U TO RECIEVE NEW FOU DATION 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR L_1_J (TYP.) __ I U Q I U Q N a SYSTEM.(TYPICAL) r , I O PROPOSED (n ) OR REPLACED BY HOLD DOWNS FOR SHEARWALLS O O 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. --3-2"X 10"WOOD GIR ER — 33=2"X 10"WOOD GIRD i 00 O 00 0 PROVIDE#6 STEEL D FORMED REBAR TO 12"MAX.FROM ENDS OR CORNERS F- H I I - I x J x J ° DOWELS 16"LONG.8 INTO NEW&8"INTO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. L____J I N CRAWL SPACE z N I 1 O O EXISTING FOUNDATIO @ 16"O.C.VERTI ALLY *ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY w 11.l 9'-8" i CRAWL Q ® SETIN EPDXY. 11 it ACCESS HD ' N N % _ DETAIL B - - 0 � 0 � z ANCHOR BOLT SPECIFICATION le 61 0 N.T.S. Cn 00 00 CD O �-- � F-- �U) z I- j p ,,� PROPOSED ' 0 ' i AREA OF EXISTING o � a o I FOUNDATION TO BE UNDER-PINNED (q I I o o CRAWL SPACE o o ' SEE DETAILS ON SHEET II EXISTING z ° ° CONSTRUCTION NOTES: W N N ° °a N Ow N O ' i u) CRAWL SPACE x 0o O DOWELING BETWEEN NEW&EXISTING FOUNDATIONS,PROVIDE o � o o (n w x U_ ® 5/8"DIA. EPDXY COATED DOWELS,14"LONG W/7"MIN. ' ICD ifl O (D Lo O (D zo O �' EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH STRENGTH SEAL 49.4'= i z `- � z � � Z � � EPDXY MORTAR(TYPICAL FOR 4 PLACES) ��RE 0 ARCy 3-2"X 10"WOOD GIRDER i --3-2"X 10"WOOD GIRD - IU) _ EXISTING CRAWL SPACE U : O N CO -- O N I- CO 00 00 7 'l F ----------- --I I , X x 0 X x 0 X x 0 <2> I w W w _ Q -{ L-- _J I ; N U_ N LL N LL 8"x 16"C. .U.PIER W/ 24"X 24"X 2"FOOTING DROP F O (TYP.) 36"BEL i 15'-4" 6'-10" 16'-10" � 0 cn EXISTING C21- 0 ~ ° c~n ' 2"x 8" @ 16"oc NOTES: 9� 2 s a s5 yo ° O I I NEW 4"STEEL COLUM W/ NEW 4"STEE COLUMN W/ FLOOR JOISTS OF N Ew 7 I I 24"X 24"X 12"FOOTING 24"X 24"X 12"FOOTING 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER 12� I (TYP.) --� Of II I I I EXISTING GI ER DRAWINGS.ALWORK AS MAYBTRENCHES OR E NECESSARY OTHE FOOTINGSTFOUNDATONS, ETC.SHALL HS AS SHOWN ON THE p 0 IEXISTINGGIRDERco Or 0 I -------- - -I -� ---- -f7-(TYP.) -�--- -----�---- -�-------- a, x x I I EX.PIER EX.PIER I I _______ i i I I E).COL. Ex.COL. IEX COL. HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. 4v N LL 04 I L----J III L-----I iii 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT i I I EXISTING CRAWL SPACE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE _______JII EXISTING CELLAR FOOT WITH A MINIMUM OF 3-0 COVER. OD a r----� -_771-i 1-i- I --- --- III .-- 3-2"X 10"WOOD GIRDER I�I 3-2"X 10"WOOD G�II ID i i EXI ST I N G CRAW L SPAC E 3, ALL CONCRETE SHALL BE 3,500 P.S.I. r j III 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE cy pp w I Y i Ili CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE '`r OD w 9-8.19 8 I I I I I I I o U) iii 0 U) o U SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL N 00 I o JII o 0 4-0" I I I II I ' _ (n ROUGH-UP FACE OF EXISTING -------- III - U) - CO TO BE FREE OF WOOD,TRASH,ETC. o U) o I I I I 'CD O III CD (0O 7 (D (0 O 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS to to CD 0 o I I I ,I FOUNDATION WALL AND FOOTING --- ---�I I z �, ih z � -) LO U U) II TO RECIEVE NEW FOUNDATION III F- F= � BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED O O I I I II I I0 = 0 --- ---�I I U) = 0 (n = O WITH AN ELASTIC COAL TAR BASE SELF PRIMING BITUMINOUS I I I I I x 00 0 SYSTEM.(TYPICAL) o III X 000 X 00 0 r- ° _ _ i i i 11 i I LU x � --- ----III W x -I W x J PLASTIC CEMENT. Y o O o O 1 N PROVIDE#6 STEEL DEFORMED REBAR --� N LL N "- EXISTING 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH 2 #5 REINF. HD .- 0 p I I I 1 I I DOWELS 16"LONG.8"INTO NEW&8"INTO --- - III ( ) N LL iv LL I I li I 1 i I EXISTING FOUNDATION @ 16"O.C.VERTICALLY iii 2"x 8"@ 16"oc 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( } 3 Ii FLOOR JOISTS PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE Z W SET IN EPDXY. III 2 0 e I L III THAN 7 PERCENT. - w = Z --- --- -- --- --- --- -- --- --- 111 O +�sG I iii CRAWL J O �, 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. D Z w D ' HD I III ACCESS Q U- CONCRETE STOOP O N Q r Ir NE IND NEW INDO i U U ° INDICATES LOCATION OF SHEAR WALL HOLD-DOWN Z O --- -- --- --- --- -- --- --- --- -- -- o (n 14'-8" BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 1i = Uj Z � O PROPOSED � (TO BE INSTALLED AS PER N.Y.S.CODE) � � N Z AREA OF EXIS ING _ ALL FASTENERS SHALL BE INSTALLED WITH STRICT U -j FOUNDATION 0 BE UNDER-PINNED ° 00 O CRAWL SPACE ° a' ACCORDANCE W/MANUFACTURER SPECIFICATIONS SEE DETAILS N SHEET 11 N � w 'q 7w ° m HOLDDOWN CONNECTION NOTE G HOLDDOWNS SHOWN ON FOUNDATION C PLAN ARE CONNECTING FOUNDATION 4'-0" 16'-0" SHEET 10 SHEET 10 NOTE TO FIRST FLOOR to COVERED PORCH HOLDDOWNS SHOWN ON FIRST FLOOR 9 P copy () O Bid Dept co from ZBA z FA PLAN ARE CONNECTING FIRST FLOOR -J ALL LUMBER THAT COMES IN CONTACT WITH Final reviewed documents O o w TO SECOND FLOOR ZBA Fiigg# `7/2Z- —� m o O CONCRETE STOOP O CONCRETE SHALL BE A.C.Q.LUMBER. Date:a; / v i � o � D � 20'o° NOTE! a U o i EXISTING MASONRY WALL TO BE 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND LZLJ POSTS ABOVE. � 0_ z II UNDERPINNED TO MATCH NEW FOUNDATION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING.(PROVIDE METAL JTS. ~ � 16'-0" ELEVATION. SEE DETAILS THIS SHEET HANGERS AS REQ'D) < \ DOUBLE ROOF RAFTERS AND TRIMMERS AROUND O W NEW CONSTRUCTION SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) I0 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS ~ W PROPOSED FOUNDATION PLAN _____ TO BE REMOVED L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO z O = 2 w N -_--_----- FOUNDATION, FTG S,AND OTHER STRUCTURAL � W J O w W I- 1/4 1-0 GIRDERS OR HEADERS AS NECESSARY. a- Z � Q F— o 00 EXIST'G STRUCTURE 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY DWG NO SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED LEGENDPORCH'S. (ETC) 2 d - 1 73'-0" NOTE! 31'_5" 7'_10" T-0" 14'-7�' T_0" 13A? THIS PROJECT IS IN THE WIND BORNE 10'-0" 10'-4" 7'-1" 4'-0" DEBRIS AREA. 15'-8" 8'- 6-2j' 5'-11" 1 17'4, ' NOTE: Lu LL' Z Z 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE U) WITHCHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK F1 , NEW 8080 SLIDIN GLASS DOOR CXW15 CASM'T H -1 STATE. r 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN I I 2-1 3/4"x 11 718"LVL HEADER 1 2-2"x 2"HEADER I ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY a , i I i I d i 3 WITH SECTION R308. J i i I b a i i . i 5-v"N"N 0 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION =c i i I O w o I O I o c=i> w m +;n R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. �?w i i I I �° Q w 1 10-g ry, I I w Q "x 6° S 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE 60 v)I W ��I W 1 z P sT cn WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE 1 1 ( I I 0 I I CXW145 CXW145 CXW145 CXW145 HD 4"X 6" I v O I BATH O 1 1 o H TEMPERED GL TEMPERED GL TEMPERED GL TEMPERED POST INSTALLED IN ACCORDANCE WITH SECTION R703.4 U) w i a i i �, �,;✓ r� 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 1 (n W _� I I I I y��0 3-13/4"x 117/8"LVL C TINUOUS HEADER 0. Bio+/v WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK 1 _ 10 F- I I p4 tGe �� BENC SEAT 0 �Q SFS o I I I -� TO FOUNDATION I I ') = I I Q Q� 2�j Fo _ STATE. 00 � � COLUMN DOWN L_ _J o _J ��`s +N�� -- --- -----�� tiro �� ' 7.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN -v I' _j Q r NEW 4"STEEL 6068 FRE H DOORS 4" 6" j J , G 4"X 6" „ „ P �. �o �,� sy POST 2-CXW135 CASM'T HD 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN W O 1 11 /8 LVL HEA R _ _—_ i�J, �` F ACCORDANCE WITH SECTION R320 I- I' j LL 2-1 3!4"x 11 7/8"LVL HE ER 2-1 3/4" HEADER — --------i 1I °o ps I I 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE I� X00 TO FOUNDATION W \ / --____J L--� _--i_____ I \ KITC EN I 1 WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ------------------------ ----------- COLUMN DOWN \ / I CL 2-2"x 12"W/2-3/4" STL PL. FLUSH HEA NEW 4"STEEL m \ / I I m I - 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE OPEN T ABOVE NEW 4"STEEL N W 4'ST EL I I Q I \ / I I I I WITH SECTION RM1502 � COLUMN DOWN LU N OW I I J \ / I I I W r0 FOUNDATION T F UN ATI N I Q \\ o ,/ i i 10.IN ALL FRAMED WALLS,FLOORS AND ROOFICEILINGS COMPRISING ELEMENTS o I I \ , I I I J OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL W I o rj I �j \ / I U I I i 3 BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE Z U) jFLOOR JOISTS @ 16" O.C. i = w " ,� w o 28'_ \\ / I' 12'-5" W I i a WITH SECTION R318 QU a 0 N I _ - 11-5 - - - f- E0211 7/8" TJI 560 SERIES W �, W \ W i ia� � �, �, � � /�1 Ob 1� o Z X x I I N O O \ O p F- I / \ I I H- U) O I I I w Qa LO Q (n v O I // \\ I I O 00 1) 1'n ei A clLLJ (� HEET 9 N I I O N i i O �-co co // \\ 0 KITCHEN p F- i i SHEET 9 I 00O 2 `� DI ING R I OM I I I m o w / KITCHEN ISLAND \ l i j l I O ~ _/ __=DOUBLE FLOOR J ISS DER WALL ABOVE ~ NEW 4"STS L — — __________ _J NEW 4" I L _J ~ ~ GREAT ROOM COLUMN D WN FLOOR JOISTS 16" O.C. iC-2: COLUMN DOWN i 0 � TO FOUND ION @ O FOUNDATION I WINDOW & DOOR SCHEDULE 1ST FLOOR W w „ I I 11 7/8" TJI 560 SERIESHD " I 1r-o"CEILING HEIGHT 3-2' x 12' /2-5/8 S JLLPL. FLUSH HEADER_ ___ ______ _______ _____ _____ 2"x 12' W/ - - STL PL_FLUSH_JEADEq � W - ------------ - - WINDOW QUANTITY ROUGH OPENING CLEAR OPEN ------------------- — — r 3-2 x 2 W/2- /8 STL PL. FLU t ER �- I I cfl I II ! I I NEW DECO COLUMN I �i \ I NEW DECO COLUMN CXW15 10 3'-0112"X 5'-0 3/8" 301/8"X 55" EGRESS j V NEW g�STEEL I I ENCLOSURE j II II I I ENCLOSUREI I NEW N STEEL II I I I I I i"� I I COLUMN DOWN__ � 0000 g COLkJMNDOW I LL_=J, I �_, 1 I L___ CXW145 6 3-01/2 X4-53/8" 301/8"X47" EGRESS z ` I a= 11 T�FOUNDATI I I L___-_____-__ TO FOUNDAT w u_ II - ---------�---- ----------I---� i -- - „ � _--- ,, CXW16 7 T-01/2'X 6'-0 318 301/8 X 55" EGRESS 4 LO 0 I a I I U U " V \ �� /n\ iii a w 00 ILL I I 0 12-9 \ /\ // a CXW135 2 3 0112 X 3 5 318' 301/8"X 55" � W L7 18-1 (n 20- (A �� i % W „ N CV z FLOOR JOISTS @ 16" O.C. _ _ _ Pr u 1 I I 11 7/8" TJI 560 SERIES I m x �� Cli I � U) � � � i�/�\��j/�\�� . ` cki SEAL O I I( I I O O O ii O \N - 19'-8" J I 11 I cn cn r, , U) ___ o u �• _ \ RED ARC N Q , �wi i M F-� r� �� 8080 FRENCH DR 1 T-11 1/2"X 8'-0" 29 9/16"X 84 9/32" EGRESS W/TRANSOM ABOVE �5�\N K. r �ti� U' O ~ O ~ (D O F- II B I ��LI R I I �� Fy -) -, : � II �f I I v 6068 FRENCH DR 1 AS PER MANUFA TURER C' ---- 00 Z_ 00 r------ Z 2 3068 ENTRY 1 AS PER MANUFACTURER 4 v O ~ ~ 1 \\�� (n O �- II -PAN I'I \Y iI I x O r 57< OJ r h x _ IL�� I I I I � 'C / \ I W LL W IL I � \LL -- 1 L-� N 2668 1 AS PER MANUFACTURER STAIR DOWN r- ------------ I 1 ,__________� ------ _ 2868 2 AS PER MANUFACTURER STORAGE LAUNDRY q o y 9 4 65 OS. � I I NEW NON-STRU}T�TI RAL TCOLUMN ON W COLUMN 0ODC TOK COLUMN DOU EN I NEW NON-jTRUCTURAL j 2468 1 AS PER MANUFACTURER TOILET T F 0 F N EA y Q I I r u DET. I -- I I DECO COLUMN I I BELOW BEL w I DI£CO COLUMN I twi ALL WINDOWS SHALL BE ANDERSEN 400 SERIES _ ,3- 1 3/4"x 11 7/8 LVL FLUSH HEADS t- 3- x 12 W/12- TL PL.. FLUSH JR--_ I 2' /2-3/8" STL PL. USH HEADER soc. - ----- L ----- J ---- I ----- IJF=_= - -- - q ------- ------- ir =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 M. II ii TO BE REMOVED NEW DECO COLUMN NEW DECO COLUMN �____ X.COLUMN I cn LAU WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF I DET. 11 NE 4}S��EL II EX.COLUMN ENCLOSURE ENCLOSURE �� ' -� NEW 4"sT EL NEW 4"STEEL SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) of I q wl I II C N DID N II COLUMN D N " COLUMN DOWN op(nI I L-TFOUNDM(C6N-_u TO FOUNDA ON -0 TO FOUNDATION I 1 2868 DOOR U 1 I � I' 00 L_ J d U w o 14'-2" O LU V-6" l'-6" 15 4" O w 1'6" INSTALL FIBERGLASS ELEC. ¢ Z r- I, O O PAN FOR WASHER S.D. LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR N W DET. LIGHT 8/o VENTILATION 4/ N 00 FLOOR Lu VIj U) @ U)i DRYER. _ a o ROOM NAME AREA % w FLOOR JOISTS @ 16" O.C. I I a - d VENT DRYER TO EXTERIOR 4'-0" S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED I I a 11 7/8" TJI 560 SERIES O N 1 = o LIVING U) - LIVING � 0 LL x x LIVING/DINING/KITCHEN 1,954 S.F. 156 S.F. 163 S.F. 78 S.F. 163 S.F. O I I x ROOM ~ ROOM �' ~ z STORAGE N M0 co GREAT ROOM 981 S.F. 79 S.F. 102.9 S.F. 40 S.F. 102.9 S.F. rn U N I�1 I NC2 1 F O °��° a � 0 O w STORAGE 188 S.F. 15 S.F. 60 S.F. 7.5 S.F. 60 S.F. ice=i 7 BATH 100 S.F. 8 S.F. 12 S.F. 4 S.F. 12 S.F. Y N N I'I W O W O `- F- HD III O 0 Q I,I ?e T U) 12'-8" x o ��•, II \ �� C7 O ~ Z 3 C� W ED ti� II Z � c O W 2 Z v so q�F II ��, 0 Q' Z W 9s� II T 2-2"X 12"HEADER 2-2"X 12"HEADER HD 2-2"X 12"HEADER 2-2"X 12"HEADER _ _ 3-1 3/4"x1111 7/8"LVL FLU H HEADER 2-2"X 12"HEADER 57< _j U) W LL 2868 DOOR Q DOWN in W j Z CXW16 CASM'T 2-CXW16 CASM'T HE� CXW15 CASM'T CXW15 CASM'T I I / I 1 CXW15 CASM'T c) N I 1 \ \ Q 0 V) I I 15'-4" / / I I 2-2"X 12"HEADE Z O = I I = Z � I I / I I � O U ll) w Q I I ENTRY / ' 1 I ¢ 2-CXW15CASM' O H- 0 4 I I / � zo 1 :!2 ODD NZ iQ Q j OPEN TO ABOVE / O I I Q w U J =�I I Ge O o I IpN w QWI I /Lu I / w Z \ I IWQ W cO(n HID /2-2"X 12"HEADE Z 2-2"X 12"H DERE I N� CO m I I CW15 CASM'T CW15 CASM'T J C 4'-0" 16'0" EET 10 COVERS PORCH SHEE 10 z U -t p _j o 0I W 3-1 3/4"x 117/8" SL PLUS HEADER _j m ----------- -----------� Q 0 (� 20'-0„ 111��111 O 111��111 W ^- U Z � 1 2'-9" 9'-32" -11 " 8'-3" 11'-10" 11'-4" 3'-4" 6'-8" 6'-8" LL1 �- Bldg Dept CO Final reviewedY from ZBq 0 ^ ZBA Fi► ents 1-- 16'-0" U w d" 6'-7? 13'-4" ,Date: #� '%a 1) � U \ L1J c0 0 ~I P ED FIRST FLOOR PLAN w ~ W U \I PROOS � � z01 Lj = wNl �4„_V.0” a- z v Q o f FIRST FLOOR = 3,552 SQUARE FEET PATIO = 718 SQUARE FEET DWG NO COVERED PORCH = 64 SQUARE FEET 3 EXISTING FIRST FLOOR = 1 ,655 SQUARE FEET \ NOTE! 31'-5" '' '°" 3'-0" 14'-'° 3'- 13' 'x" THIS PROJECT IS IN THE WIND BORNE 5'-2" e � 0 11.11^ 9'_9�„ 4'-�" 3'-11" 12 16_9j" 6_8„ DEBRIS AREA. w Lu U) J J Q 2-P3050 PICTURE P3050 PICTURE CXW15 CASM'T Nriil I 2-2"X12"1 iEAEER 2-2"X 12"HEADER r 1 2-2"X12"HEADER CATHED L CEIL NG W/ 01 I M Nv�w RCOF A RS 3 i i OOFRAFTERS i EXPOSED FTE S W/ of p " " " I I 7' " " I IJP m Q 2 12 @1 o a i x12 @16 UD I BEAD BOARD AB VE. W a �LLJ�I 1 BATH I ION 4"X6" _ Z?Lu: 1 I IWQ 9&T- - - --- - - - -- -- - - - .X6' U� a x 9_ _ w I 1 8'-0" CEILING HT I I N / P3050 PICTURE P3050 PICTURE 3050 PI TURE P3050 PICTURE / PST Ilm I 9-8„ ASTER ; 75 C.F.M.MECH °1 i /\G�� 3-1 3/4"x 11 7/8"LVL C NTIN S HEADER 0 `SOA\ io_ ® VENT. Q \ / o , I I OPEN BATH I I ps80 I I ❑E 2"X6"FRAMED WALL /R-1 INSULATION// 2(r0�, Q ❑E � 8'-0" CEILING HT L_ °O L_ J 2-CXW15 CASM'T POST ��v\° \ / S r POST 2-CXW15 CASM'T �pj I TO BELOW . 2-2"X12"HEADER G° \ \ \ / / / F� 2-2"X 12"HEADER q Lu: I 75 C.F.M.MECH I \ \ \ / / / I w cm(n VENT. 18,1 -1 _�" \\ \ / / L 36"RAILING to ?O ° // \ I x � I x O — — — — I — — — — — — — — — — — — — O H Lu L) T ° \ / ,n W ❑E x x o° ° \ / // \ \ \ I 1 a U N ° N o� °Q- \r - - - - - - - - - - - -- - - -� / / I \ - - - - - - - - - 1 I of L6 O I I O ^A � - - - - - - - - - - - I N o I \ I / I � . A 1-- ENLARGED o SHEET 9 \ / I ZD o I bP E N TO BELOW I // I i i W SHEET 9 W Q \ / BEDROOM #3 z \ I / \ i cry " i \ / � � BEDROOM #2 � � IW -- - - -- - - - - - - - - - - - -- � ei J I I Q Z 10'-0"TRAY CEILING Z, t—W) I 2"'x 12"@ 16" C / t`xv 10'-0"TRAY CEILING p I I a. O ELEC. \ CEILING JOIST // I I I U S.D. U48 (RDET. _ \ I / I I I Z ------- ------- --- --- I ILLJ — J RAILING \ RAILING r I I I I I 2"x12"@16"o I /- - - - - - - - - - - - - - - � / 1 2- 1 3/4"X t4"LVL HEADS / I I1 ,'1 _ _J m O CEILING JOISTS I ----- -- --------- ----- s ------ --- - --- I 1 --- - --- - ------- -___ - ----------- ---- "co 2668 1 X \ I / _ w < M � o 0 x ❑ W W_ o I 1 14'-5? 11 1 iLc) N I zasa N ° E MASTER CLOSET 1 fLO ° 8'-0" CEILING HT ; ;s��°a o o CLOSES" / DET. \\ WINDOW & DOOR SCHEDULE 2ND FLOOR � 00 00 ZD BEDROOM I ------------------------ -------f ---------� 1 oC> WINDOW QUANTITY ROUGH OPENING CLEAR OPEN zo 7- q I 12'-0"TRAY CEILING i ELEC. 1 ' N z z i' `� O REMARKS 00 rn c.M'. 1 I w 0 CXW15 17 T-01/2"X 5'-0 3/8" 301/8"X 55" EGRESS i N N I . . p DET. I I I I N N 2"x 12"@ 16"o I i 2668 DOOR ; ; i i N CW15 2 2'4 718"X 5'0 3/8" 301/8"X 55" EGRESS CEILING JOISTS I I I I %----------,y ; CLOSET P6050 1 610318"X5'03/8" 30118"X55" BATH P3050 13 T-0 1/2"X 5'-0 3/8" 301/8"X 55" SEAL oL__-� r_________-j }CMC. 2°s� �06�. \\ 75 C.F.M. ENH A31 1 3'-01/2"X2'-01/8" 301/8"X55" \��G�N K R w ��'� 8'-0" CEILING HT w m I O 111 1 CD /' DET. O> �. w� c�0 11 _ p� 111 I / 1 - o cc 2068 9 AS PER MANUFACTURER CLOSET �► o I I zssa DooR =====fi ___ °� 2668 8 AS PER MANUFACTURER BEDROOM �� Y PROVIDE CRICKET I 3 U '� ,---- 2- 1 3/4 X 14 LVL HE DER �.1./ /� - _- - - - - _T I wo wz ILoo 1 1 ----- I r---- - ------ --------------- ------_—_ -------- __ Z n 2468 4 AS PER MANUFACTURER TOILET y I I I o EXISTING RIDGE Z -�0 0 ALL WINDOWS SHALL BE ANDERSEN 400 SERIES 9� ?9 4 6 5 �Q O POST FROM ABOVE 3 9JIIAACCESSb EXISTING RIDGE 26'6$DOOR D. G8 6/ F p F N Ew p p � I POST FROM ABOVE 1 1 \ C.M. E =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 I I ELEC. L---_ -J DET. w I ❑ S.D. 12-8 WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF C.M. � — — — — — — N < SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) x X \ / / ---------� I EXISTING I N ° I�> w \ \ \ / / N 1 COMPUTER " �, 0 �, V � i" BEDROOM #1 i LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR �_ � W. \ / I I � � I o � o � o � o � I� w \ // I I cs, — io — ZD _ cfl - I�m \ \ /// / I I 1 I `CLOSE 1 ROOM O O ,-�� 0 B 10'-0"TRAY CEILING I ROOM NAME AREA LIGHT 8% VENTILATION 4% M o o /' \ I I ; 12668 DOOR Z I Z Z ` Z " CEILING - Z I S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED N ao y IM / / \ \ `� 8'-0"1 OILING H `.� `� -_� J I �, MASTER BEDROOM 825 S.F. 66 S.F. 108.0 S.F. 33 S.F. 108 S.F. N I0 w x a X / \ I I K w I I I 8'-0" CEILING HT x w K W < w x w N U I I I N U N N u U _ OD w N I N / / / \ \ I I 1 1 I 2468 DOOR IN I MASTER BATH 150 S.F. 12 S.F. 22.0 S.F. 4.5 S.F. 11.0 S.F. ()75 BEDROOM#1 172 S.F. 14.0 S.F. 34 S.F. 7.0 S.F. 34 S.F. r i 1BATH 42 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE I"')+ / \ � II �,- C.F.M. rn \ , - - I 1 I 1 BEDROOM#2 257 S.F. 21 S.F. 22.0 S.F. 7.0 S.F. 11.0 S.F. VENT. - - - - - - - - - - -� C? off, tiF JQ / \ I I =-�� I I I ,� �' ,�o / \ BATH 57 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE \�°so°� 9��A / \ e`'� / \ I ii I ,'I i i 1 � %� �� i �\`` rty / e- F Y ri �� o + BEDROOM#3 300 S.F. 24 S.F. 24.2 S.F. 12.0 S.F. 24.2 S.F. Y \v�o�T / \ \ _________ o° °o \ \L� 2-2"X 12"HEADER Q / 2-2"X 12"HEADER 2-2"X 12"H A ER 1 2-2"X 12"HEADS p� 2-2"X 12"�IEADER �� 2-2"X 12"HEADER t�'r'2-2"X 12 HEADER op BATH 80 S.F. 6.4 S.F. 12.0 S.F. 3.2 S.F. 12.0 S.F. O RAILING \ C W15 CASM'T / 2-CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T V, W P305 ABOVE — �/ BALCONY ❑ Z W = Z OZ CATHEDRAL CEILING W/ OPEN TO BELOW W o Q � H EXPOSED RAFTER W/ �" w Q Z BEAD BOARD ABOVE. 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T.I !•11 I III 1 1 III ,,, IIII 111111 1111 111111II111111■1 = - _ iii I■1i1 - ■ - 1111■1111■1 -_ ■ - 11111 ■11 1111 i1 -- - 1■11 11111 - - 11■1 111111■1111 I■I1111■111 SAW-M.6= !111 1■1 I■11 II■11 ■■■ 111111111■111111 - ��■ ■■� - = _ -_ = 111111111■111 = - 111111 1111 II ■■■■■■ 11 ■■ IIII 11111 - �� = 11111 11111111111 ", ,,, 11/1111111 - 1�1 MEN - - = I I - 11 111 11.11 = - 11111 III1111111 IIII■IIIIII . . • • - - 111 1 iii i�i11 - ■■ ■� - 1��ii1i - ■■ _ ��il�il�ilii - ■■ = 1��1I' lil ■ 11 ■■■■■■ In �■ n11 1111 = ■■■ = 1■II 1I11■111I1 u1111■1111 I I I _ III i II • ■■■ ■■■ 1111 1■1'�II111 1111 ■■■111111III11111111 = ■■■ ■■■ _ 11111■1111 = ��',■ solo lei■■■ = 1111111 1111 ■■ Ili,■■■■■■ Irl ■■ I■I 11111 = - 11.1 .IIIc► I�c: 1.111.1■111 .. m� 1111 11111 II■II - 'i j SII 11 1111 = = 11�1111��' = t - Illi!■11111■I = = 1111111 ■II {{ III 11 - - 1111 11111 = = VIII ■'Pew IIID 1. 11■I 1111 ■■■'' 1 = ■■■ ■■■ _ _ ■■i■ = 111111■Illill = ■■■ = I■I11p 11■ ■I■ ■■■■■■ II ■■ 111 11111 _ ■■■ = 11111 I I I III 'I�I I I we -- - - -- - - -Sam - - - loll1 11 - - 1 I f11 _ - - ---- - -- - -- - -� � - -J1 11 ---= _ - ---- - -■ 1 111----__-111 11111-_ ---=--:JI1111■11111■111-•__-- -_____-•_--•-----•-----•--X111■IIIIIL____•-___-•- _ -•- _ � Ill 1 l._ _ _-- _ -•- _ -•- _ 11■ I_ I I I - - - J I 1 I 1 I 1 I 1 I It■1111■11111I11I■IIII■1111■1111■ILII■111 ■1111 1111■11111■1111!■1111ti11111■11111■1111t■11111■11111■111It■11111■1111t1111 11111■IIIII■1111t■11111■1111t■111II■11111.11111■IIIIC■1 111111■11111■11111■11111■11111■1 �.,� 11 Ill 1 1111 1 11 Ill 1 1 I I I I I I I n III I 11 /� 11 =' 4 ■1111■1111■11 1■1111■IIIIllMINI 11111■111111li111■11111■11111■11111■11111■IIIIIIIIIII■111II111111111111■11111■11111111111■11!11■1111!.11111■11111■1111 11 Will •.IIIllil1111i111■11111111111111111■111111 111111111II■11!11■11111■11!111 �_�, I I I I I , . _ 11 ,, II 1■■■ 1.11 It■1111■1111■I 11■1111■IIII■IIII■IIII■1111■IIII■IIII■1111■1111■11111■IIIIIl111I1111111■11111■VIII■11111■111II■111II■VIII■IGIIwlWllilllilliliJYiiii 11■VIII■!.illtfillit■11111■111111111111■11111■11111■IIII ■11111■11111■11111■11111■1111 ••- ® I I I I I I I I I I I I I II II ,� �� III■1111■IIII I IIII 111!1■1111■1111■IIII■IIII■IIII■1111■1111■11111■11111■11111111111■11111■111II■11111■11111■11111■(IIII■IIIllily'hh�+lYl� ilitl411±dill 111■II__I1111111i1'J:�iy131J{iliGr3;lI:L'.I1;3:11111■11111■111 IICI]ElIL'[13�;D:CIiI■11111■I 10. I I I I ,, I I I I I , I I I III � � ,• III.. , , � 11111■IIII■1111 111 ►/Illi■J'!'t1!�f�Gfl�rl!1:[I�1f�sT 111111■11111■11111■111111111IINI1111■VIII■111II■11111■11111■11111■11111■11111111111lII1111■11111■111111 11111■VIII■IIIIII►I.RI'11.C!!!\IIIII■11111■11111■1111111 i■1�;1G�'(11zGYlSiQlGCII■111111 �G ■I ■1111 11 it"�I■1111!illi lll�i■IIIrt lil�I■1111■1111■1111■1111■1111■11111■Illi!■11111■11111■11111111111■11111■11111■11111■11111■11111■1111 ■11111■VIII■Illi)■111111111I;i111�;%111111■111111111111 i IIlii�liY:1'Iti1111u111L�11111■IIII • rPez I 1 I I■ Il ■ I I l I I I I I I I I 1 11 n■ I■r■I urn 1.111 II■n 1■I■i u■n 1�1■I ■1�r! I■1�, ■Illi r■ II■IIII■1111/l 11■IIII 1I11L•if!L'��l lil6i!1111[!-1111■1111■11111111111■11111■I1u11■1111t■1111I■Illill11111■111II■11111■11111■111I1■11111■11111■11111.111 11111111111111■111II111111■11::ir11111111111■IIIIIIIIII ■111111111II1111II1111II1111 I I I I I I I I I I I I I I I I 1 I I 11 II 1111I11�1111.IIlLIIIL.1111�IIIII11111�I1IL�11/1�111LJ11 1111■Illil■IIIill 111II1111II111111■VIII■Ir1I��:i1%I1111I1■11111■111111111II111111■11111■11111�'r'■'�'r'■�■Irr■'■1■r,l■(IIII■111!"r'rr"�'r""""■'■'r�11■I 111"r'■'�'r'IIS'■r■'■1■r■'■1■r■I■1■r■Ilglrr■' \111 111!'r'■'�'rr■'■1■r■'■'r'■,■1 IIII■IIII""'-""'-""'-""'-""'"""'1■I II■I a IlilIl11111111111 111111■11111■Illi!■11111■11111■IIIIIlIII11111111■11111111111■11111111111■1111 = ■'■■ ` 1111111111111 = ■■'■ = 11111 i� 1111 ■■ 11 11 ■■ Ill j 111 = ■■. = 111 1111111111 = ■.■ .■■ _ iililUitl •• I■11111■11111111 II■11111■11111111111111111■11111■11111■111II111III■11111111111■111111111II111 = = 11111111111■. = = 111111 111 - III 11 lin 1,111 = --- - - = Ill II111111111 = -- - - = 1111111111 .. 111■11111/1111111 111■11111�111�I�11111■VIII■(IIIIlx 111�11111�111�!�111�I�11111■111111■VIII■' _ - 1111111111II1 = = I■Illy 111 I■ ,,, ,,, 11 III 111■II = = 1111 1111111111 = = 111111■111 WEI111'-"'--"11111 1111!-•.. 711111■IIIII■11r - .r r.r _. •._..111■111111 = �'■■ = II■1111111111 = ■ = 111■I 111 III } it III ■ Illi p 111 = ■■■ = Ill 11111■1111 = ■■■ ■■■ =11■1111111 • �, � nil '.' .IIII 1111 ... 1.11111■.IIIIII = ... ... = 11111■1111 = .,� = 111■11111■111 = ■■■ = 1111111 1111 ■■ II ■■■ ■■■ (■ ■■ 111 1111 = = 111 111!11■111 = ■■■ ■■ = 1111111111 ; . 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Irrr. f.d : i 1 I II II I1 11■ 1 111 1 11 . / 111 . rl� . rG.1r , �.� � >r:� � 11■ e� 1111 1■1111!1 ■111 ■■■ 111111111111111 = ■■■ ■■■ = IIIII111111■11111■11111■11111■11111111111111111111111111111■11111■111111 111111111111111 {■IIIIIl111I1■� 11111.11111■11111111111■IIIIII 111111111111■11111■III111II!�I!�1M11!!■11111111111■IIIIII ••- ■II I■II II■II 11.■11111■111111 = _ ■11111■11111■11111■VIII■IIIA■11111■11111■11111■VIIIl111II■11111■IIII ''■r■1■arn.a._.-..._•-•---•-•---•-•--■'■m■'■ulr 11111■11111■VIII■11111■1111 1■1111■VIII■1111■11111■N11,1'YIL'Y�11■1711■f 'a■1111 • 1111 1■1',1I 11111 ■x'1111111111■1111 = ■■■ ■�■ = 11■11111■11111■Il111■M I■11111■11111■IIIII�III�I�IIIII�IIIII�IIIII��II �11111��11�1�I11�I�111�1�111 it l_� t��l��l/�I_I 1��1��1��1��I�LI��r 111 1111! VIII 111111■11111■111 = - IIIc.r...-.r._■r.r._.r.r._.r.r._.r.r...r.r.. ®'' 1111 1■1 1111111■.IIIIII = ■■'■ ■I■■ 11111 111! �•�"' I■I�r■1■nr■r■11 Illl�r■1■nr■1■ni11111111■VIII`n■■lil■r■I■1■r�T■iii�i■iuil■1■r■;■!1 � .._ _ .. ., _ _� - ..- �' 111■11111■1111111 111■11111111111.11111■11111■11111■11111■IIII!!1lIJ[!!L!l:I:l0lilifiilil11111 1 -�,l■■oru■_■3001 ■rr_■r.r■-■r.r■_■...r■-■r.o-■r.r■-a�_ar.r.r■_■ru■-■r.o-■ru■_■r.r■-■ Svc 9,•wr� ,, .. . 1 11 1 11 1 1 1• 1 1 ,11 �• 1 1 1 1 • 1 w 1 1 11 ' • IIIIIIIIr. /11111111111■IIIA■ G�^ `r�C ,�r+ .�Illlll►" �■1111. ;G `.�` 1 1 • 1 1 1 • 1 �I111111r � \1111111►. �� E ,/11111■111/ % X1111111111. �- �= ---- ; ..�III1111111II 1111111111■11. -rte - -- -- �' .II■11111■111111 �- 11111■11111111 . ��,• � w� . ..1��11�I�111�111�I�1111 ,�!�IIIII�I Ill�'I► ' -- --- --- - _--- - - - - - - - - _- -= /I■ 111■ 1 Ill 1 11■III 11 ill 1 ill 1 1111 fi\ . � MOO .,/11111■VIII■11111■VIII■111 �I■11111■11111■11111■11111■1. 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CONTINUOUS RIDGE VENT - _ _ = CONTINUOUS RIDGE VENT _ THIS PROJECT IS IN THE WIND BORNE - - - - 1 DEBRIS AREA. lilt 11 111 1 111 1111 1 1111 11 1 111 1111 LIL 11 U 111 11 IT 11 11 ITT IT bHI AS Ppi MY - �- - --------------•----------- I HIT 11 IT 11 111111 11 IT 11 111111 1 11 IT 11-1-1 IT 11 1 1 IT 11 111111 111111 111111 INISH CEILING - _ ----------------- WINDOW HT - - - 11 11 IT 11 IT 11 Im 1 111111 1111 11 111 IITII IIITII 111111 IIITII q 11 11 IT 11 111111 111111 111111 111111 111111 111111 111111 11 IIITII IIITII IIITII Hill IT 1, 111111 11 IT I L"NIER 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1 VERSATEX OVERHANG TRIM LE _= _-_ _ ❑ LLJ � 11 IT 11 11 IT 11 11 IT 11 11 IT I 50 IIITII Hil 11 111111 111 _- - 1111 11-M 1 11 111 U 11 111111 11 IT 11 1111 IT 11 11 IT 11 11 IT 11 111111 11 CL 1 111111 Hil 11 111111 1 111111 111111 111111 IIITII of -- - - O _ W _ - ___ _ I IT 11 1111 11 1 Ill 1 111111 1111 1 11 ITII 11 - II Ill. I1-FFI II 1111."l 111111 11 IT 11 11 IT 11 __ _ fill1. 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1111111 IT 11 11 IT 11 11 11 11 111 111111 IIITII 111111 111111 111111 1 1111 Hli 11 Ill] 11 111111 IIITII 111111 111111 111111 111111 1111 111111 111111 11111 1 IT 11 111111 111111 Ill 1 � W -I]L1-1111 L Ull I IITII IIIIII IIITII 1111 111111 111111 111111 111111 11111 111111 111111 111111 111111 111111 111111 111111 111111 HIT11 IIF 111111 lill 11 Ill < 0 11IR ITTII IIITII 111111 Ill] 11 111111 111 11 111111 111111 111111 11111 111111 111111 111111 111111 111111 111111 111111 IIITII IIITJI IIITII 11 1 11 IT 11 11 IT 11 1 C-) FINISH FLOOR z Hill I- II umi Hull HUIIAJJII 0 o z ^�� GRADE 1 (— U W d 0 W Q EXISTING FOUNDATION WALL 1 8"CONC FOUNDATION WALL 1 I V) cvi) \ o I I I I I I GRADE 0 W ch - J_________ 1_______________________________________________________________________________1 ___________________-___-____-________J __-__-i 1 1 I�- W U EXISTING CONC FOOTING 8 X 16 CONC FOOTING AS PER PLAN I I ~ w 7--------------J----------1----- -------------------------------------------------------------------------- ------------------------- cf- W z 0 = = w N 8"CONC FOUNDATION WALL I 1 W J O � W F- I I n z U Q l-- p 00 ---------------------------------------------------------------------------------- ------------------------------1 DWG NO r 8"X 16" CONC FOOTING AS PER PLAN r-------- Bidgtjept-co�rom ZBA �----------------------------------------------------------------------------------------------------------------------------------------L-------- snaLmmia ocuments ZBA File PROPOSED RIGHT SIDE ELEVATION Date:o2/ 8 1/4"a 1'-0" 1 CONT RIDGE VENT 2"x 8"RR 16"oc RIDGE AS PER PLAN 1/2"PLYWOOD SHEATHING EXISTING RIDGE TO REMAIN #15 FELT EXISTING VALLEY RAFTER TO REMAIN 11/4"x 20 GAUGE GALV. SHINGLES AS SELECTED BY OWNER STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH CONT RIDGE VENT CONT RIDGE VENT END 01=STRAP. 12 RIDGE AS PER PLAN RIDGE AS PER PLAN 710 1114"x 20 GAUGE GALV. 11/4"x 20 GAUGE GALV. 2"x 12"RR 16"1 STRAP(TYP.)WITH(4)8d STRAP(TYP.)WITH(4)8d 1/2"PLYWOOD SHEATHING COMMON NAILS IN EACH COMMON NAILS IN EACH #15 FELT 12 END OF STRAP. END OF STRAP. SHINGLES AS SELECTED BY OWNER 10 r- 2"x 12"RR 16"oc 1/2"PLYWOOD SHEATHING 2"x 10"CEILING JOISTS 16"oc ATTIC �� \\ \ #15 FELT ''� ,'� I �� SHINGLES AS SELECTED BY OWNER R-38 INSULATION W/ '� '� ��! li \��~` \� \� 112"GYPSUM BOARD. 2"x 10 CEILING JOISTS 16 oc -38 U TI / 2-2"x 4"TOP PLATE �,'� /�/ i ��\��\ 2"6 S 0 D. 2-2"x 4"TOP PLATE ' ,'EXPOSED RAFTERS W��EAD BRD APC(VE SHEET 12 2"X 6"FALSE RAFTER I1 r I I I I 1 I I I1 I &4"RIpCj�D INSULATION ABOVE �SH d . .\ .\ I I I I I I , DETAIL D @ 16"O.C. 11, I+ rrll J� J� ----1� ------1—�--------u--------��------- --�---- �J I'll II R-Jt�INSULATION W/II II ii „ II " II II II II II li it II II ii iI __ DETAIL D / I I I 11 11 11 2 9 6 FA-SE I*AF4 1 X 6 lkSd RAFYmER 11 I I I II 1/2 IOYPS1wM B�ARD(I II II I " �•1 II I I II " MASTE I I I I I I 11 I I I I I I I I @ hl6 O'H I I I I I I I I I I I I ( 16 .C. I I 1 1 I I _1 \__2"X6"FRAMED WALL W/R-19INSULATION _j 4' 16"OVER HANG i 1 i o E ENLA i „ I 16"OVER HANG et 4BEDROOM N 1-0 2"x 4"STUDS 16"oc l J ❑ ❑ BED 2"x 4"STUDS 16"oc 1/2"PLYWOOD SHEATHING 1r-o°TRAY CEIL NG _____ IDROOM J 112"PLYWOOD SHEATHING #15 FELT PAPER 10'-0"TR CEI IN CEDAR SIDING(AS SELECTED BY OWNER) R-15 INSULATION W/ 1 0"TRAY CEILING 5 ON W/ #15 FELT PAPER CEDAR SIDING(AS SELECTED BY OWNER) 1/2"GYP SOUND ATTENUATION SOUND ATTENU ARD. W INSULATION IN INTERI IN LA N I INT RIO INSULATION IN I ER 314"SUB FLOOR GLUED AND NAILED WALLS W LS WALLS 3/4"SUB FLOOR GLUED AND NAILED 0- 2" 2"x4"SILL 2"x4"SILL x BRI GING J. @ ID-SPAN 0 KITCHEN o --_-_- OPEN TO ABOVER W i- r7TRIP4�FLOOR JOISTS W/BLOIL CKING TRIPLE FLOOR JOISTS W/BLOCKING 2-2"x 4"TOP PLATE Q 2-2"x 4"TOP PLATE FLOOR JOISTS AS PER PLAN a Z FLOOR JOISTS AS PER PLAN __ ; ❑ 11E 2"x 4"STUDS 16"oc o U GREA DI I 1 0 ❑ ❑ 1/2"PLYWOODSHEATHING C9 ILIVAPOR BARRIER z x 2';(4"STUDS 16"oc 11'-0"CEI I I I - NS I I ER-15 INSULATION W/ p 1/2"PLYWOOD SHEATHING =_=�� JOE i i ❑ I 2"x 6"FRAMED WALL W/R-19 INSULATION 1/2"GYPSUM BOARD. 3/8"SHELTER WRAP E.P.S. BOARD 'VAPOR BARRIER ❑❑ ❑ I I CEDAR SIDING(AS SELECTED BY OWNER) m O 3/8"SHELTER WRAP E.P.S.BOARD _____ _ _ _ 314"SUB FLOOR GLUED AND NAILED O O CEDAR SIDING(AS SELECTED BY OWNER) ❑❑ I I BRIDGING MID-SPAN 2"x 4"SILL i-- �- :1 FIEI SILL SEALERuj 314"SUB FLOOR GLUED AND NAILED w p R-21 INSULATION R-21 INSULATION TERMITE SHIELD I ' ANCHOR BOLTS SEE DETAIL SHEET 2 v_Ni N 2"x 4"SILL B GING @MID-S AN I I 2-2"x 6"CCA SILL SILL SEALER IFLOOR JOISTS AS PER PLAN oo ao TERMITE SHIELD I i L____J L•_.__J L____J 8"FOUNDATION WALL o ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE e. R-30 INSULATION I I I 0 m 2-2"x 6"CCA SILL I I I I 8"X 16"CONC.FOOTING W/2"X4"KEY > 0I I .' I I I w CV CV FLOOR JOISTS AS PER PLAN t• ; ' 2"STRATCH COAT SLAB ON UNDISTURBED BASE 8"FOUNDATION WALL 8"x 16"C.M.U.PIER W/24"X 24"X 12"FOOTING I ,:• I I �� I SEAL 8"X 16"CONC. FOOTING W/2"X4"KEY i i i ; \� �N��REO T y/ I I I I GIRDER AS PER PLAN . ARS K 2"STRATCH COAT SLAB ON UNDISTURBED BASE Fye �F 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING I -----J L---- - I GIRDER AS PER PLAN AREA OF EXISTING "' FOUNDATION TO BE UNDER-PINNED SECTION VIEW SEE DETAILS ON SHEET II 0290 O� CONT RIDGE VENT SHEET 9F F N EW RIDGE AS PER PLAN 1/4"= 1'-0" 11/4"x 20 GAUGE GALV. CONT RIDGE VENT STRAP(TYP.)WITH(4)8d RIDGE AS PER PLAN COMMON NAILS IN EACH END 01:STRAP. 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d EXISTING VALLEY RAFTER TO REMAIN i I i i 11 COMMON NAILS IN EACH It 00 11 11 i IEND OF STRAP. 00 M I II 11 II I M (� 2"x 12"RR 16"oc �i ii ii ii i� I I ui 1/2"PLYVd00D SHEATHING 11 i i i i i i i i i i i I i 1/2"PLYWOOD SHEATHING N 0000 = #15 FELT SHINGLES AS SELECTED BY OWNER R-38 INSULATI / I i i 1 i i i i i R- 1$$INS�LATI / #15 FELT SHEET 12 1/2"GYPSU 0 ii ii ii i, ,i ii 11 11 1/2"1�uYP��1M B AR SHINGLES AS SELECTED BY OWNERLo DETAIL D II. I, ,I II II �I II ,I II 1 I 11 �� ^ • 11 I 1 11 11 11 I . r7 2-2"x 4"TOP PLATEFA,�1iW�,'I T�E,R 16„OVER HANG 2"X6 @ 16'1 r II 1j 111,1I I IIII I1I1 III 1111 IjI1 I IIII 1j1 l1 III III III jII 1jI IlI iIII ljI__J�II L�II __�II II I LI O __ ___ __LL__ L__ 11 _J.1.11L_ L___t _1_ �Q- O}- �- 2"x 10"CEILING JOISTS 16"oc 1 1 ENLARGED ; z 3: _ W ------- EXISTING W = Z " ” " BEDROOM #2 2.x 4 STUDS 16 oc , I z w 1/2"PLYWOOD SHEATHING 10'.0"TRAY CEILING i HB&G PERMACAST COLUMN ENCLOSURE Q < N #15 FELT PAPER R-15 INSULATION W/ i I BATH BEDROOM #1 CRAFTSMAN STYLE Z ~ cn w z to IX CEDAR SIDING(AS SELECTED BY OWNER) 1/2"GYPSUM BOARD. i I 8'-0" CEILING HT 10'-0"TRAY CEILING RAILING Q (_ _ 314"SUB FLOOR GLUED AND NAILED I I SOUND ATTENUATION SOUND ATTENUATION V w w II SULATION IN INTERIORINSULATION IN INTERIOR p 2"x 4"SILL 1 WALLS WALLS R-15 INSULATION W/ 0000 p 'n z 1/2"GYPSUM BOARD. -.4- U V- .=i I - - - - - -- I m z7 m i 2-2"x 4"TOP PLATE i HEADER PER PLAN FLOOR JOISTS AS PER PLAN HEADER AS PER PLAN I 1 II 2";(4"STUDS 16"oc KITCHEN STORAGE o J o 0 1/2"PLYWOOD SHEATHING i i BUTLER 0 —' m VAPOR BARRIER PANTRY LAUNDRY o Q_ o 318"SHELTER WRAP E.P.S. BOARD R-15 INSULATION W/ 1 I 1/2"GYPSUM BOARD. I I R-15 INSULATION W/ p L1 J CEDAR SIDING(AS SELECTED BY OWNER) 1 1 1/2"GYPSUM BOARD. Q U O 314"SUB FLOOR GLUED AND NAILED 2"x 10"LEDGER i i z � R-30 INSULATION Ld II 2"x 4"SILL BRIDGING @ MID-SPAN o i I �- 0 w SILL SEALER 0 z TERMITE SHIELD ANCHOR BOLTS SEE DETAIL SHEET 2 o R-21 INSULATION W u 2-2"x 6"CCA SILL N O �— D FLOOR JOISTS AS PER PLANo I I LLJ 8"FOUNDATION WALL "' ---- W 3;: z O = _ I- Final reviewed d�C ments of I— o \ 8"X 16"CONC.FOOTING W/2"X4"KEY eidg Dept coPY fccrro�lm Z13A LIJ J 0 0 W F N ZBA File# 7/L G Z � I � 2„STRATCH COAT SLAB ON UNDISTURBED BASE 8„x 16„C.M.U. PIER W/24„X 24"X 12„FOOTING Date- GIRDER AS PER PLAN DWG NO B �, S�ECT�10N�VIE�W 9 SHEET 9 1/4"= 1'-0” 1 11/4"x 20 GAUGE GALV. REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION STRAP(IYP.)WITH(4)8d COMMON NAILS IN EACH PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION END OF STRAP. 2"x 6"COLLAR TIES 16"oc CONT RIDGE VENT RIDGE AS PER PLAN 12 SECTION 1265.4 SIGN OR SYMBOL 7 �- ROOF RAFTERS AS PER PLAN (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 1/2"PLYWOOD SHEATHING STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST 6" DIAMETER (� 12 #15 FELT CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND 7 ASPHALT SHINGLES (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. + 1 IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. j `> ` . REFLECTIVE WHITE REFLECTIVE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE r '• • HEADER AS PER PLAN PanITONE#•ray �; "• ;�?°" .�'�, (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE 2"z 6"CEILING JOISTS 16"OC W TECO'S AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN O < y . / A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND ��❑❑ a IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE O p, . wa.',,• ❑❑❑� BEAD BOARD OR SOFFIT MATERIAL " " " " " ny. s '; , �' +.•; EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I", II, III, IV,OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE ❑❑❑❑ STRUCTURE UNDER SECTION 602 OF THE BCNYS. LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER �•,"fir ,s+,,,:.;: EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) ` C THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTIONS OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: k ;•,4.,>- r. ;.: ,<{;.;..,..,r• _, 6"X 6"POST W/DECO COLUMN AS SELECTED BY OWNER 1 OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL O"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; HB&G PERMACAST COLUMN ENCLOSURE HAVE BEEN AFFIXED. (ii)'R"SHALL MEAN ROOF FRAMING;AND (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. CRAFTSMAN STYLE AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT FLOORLIE I[]- MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS �.;: 1/2" TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. `'y'- "r"' '±`" `' a V >7,,; lr; .,:.: . „�,;;>: :° STROKE CL BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. ,¢• a a x �•� FR The construction type * ,: designation shall be O 4"THICK POURED CONCRETE SLAB 931, "Il", "Ill", "1V"or "V" w m WITH 6"x 6"x W4.0/W4.0 x 1.4 to indicate the construction z classification of the W O H WWM REINFORCING OVER 6 MIL w U � VAPOR BARRIER OVER 3"R.C.A. structure under DESIGNATION FOR STRUCTURAL Q O COMPACTED BASE. section 602 of the BCNYS COMPONENTS THAT THAT ARE OF � GRADE GRADE TRUSS TYPE CONSTRUCTION w o W 0 N "FOUNDATION WALL PROVIDE#5 REBAR "Fe1 FLOOR FRAMING,INCLUDING 0 � N AS PER DETAIL ON SHEET GN-2 GIRDERS AND SEAMS _ z LI ----------------- 16"X8"CONC.FOOTING W/ ROOF FRAMING w '1FR" FLOOR AND ROOF FRAMING m O z 2"X 4"KEY.PROVIDE#5 REBAR AS PER DETAIL ON SHEET GN-2 O O Q H F— p W W W 5 SECTION VIEW SHEET 10 1/4"=1'-0" co Op op 00 CONT RIDGE VENT O 1 I RIDGE AS PER PLAN L 001 w 1 1/4"x 20 GAUGE GALV. N N N STRAP(TYP,)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. SEAL 2"x 12"RR 16"oc ��5 NDK. 112"PLYWOOD SHEATHINGI I #15 FELT 3- 1 4"x 1 7/ ' LVL ROC RA TER SHINGLES AS SELECTED BY OWNER OF NEW 2"x 10"CEILING JOISTS 16"oc __ 'E��'OSED RAFT�tS W/BEAD B;RD�ABOVE_ &4 RIDGID INSULATION ABOVE LIM L,_W. I Ail I I 2-2"x 4"TOP PLATE II II II II II II II II II II I II II II II II II II I II N II I IIITRIdi[IE JQIIIIS,TS II I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II II II it II II II I II II II II II II II I II II II II II II II d• 00 SHEET 12 I I I I I I I I I I I I I I I I I I I I I I I I I I 2'1�(6"F�LSEI fkAFTTR I I I I I I I R-3 I NSU I TIO I W/ I I I I CO DETAIL D ii ii II ii ii ii ii ii ii ii 11 11 I ii II II I 116"diC. ii i II I q ii h/2"CYPSU�BORD. o I II II II II II II II I II II I I II II I I I I II II II II II II II II I II II II II II II II CV � Y I I I I I Ijai II II II II II II II II I II II II II II II IIU I II II II II II II II II I II II II II II II II NCO w I I U VERSATEX OVERHANG TRIM 2"x 4"STUDS 16"oc R-38 INSULATION W/ I I 1/2"GYPSUM BOARD. MAS � `° `° 1-4 N ------ 1/2"PLYWOOD SHEATHING BEDROOM 111 11 1 1111 #15 FELT PAPER Y R-15 INSULATION W/ 12'-0"TRAY EIL NG 15 INSULATION W/ CEDAR SIDING(AS SELECTED BY OWNER) o Q O 1/2"GYPSUM BOARD. 11"GYPSUM BOARD. II IT II H i 1 111111 O 314"SUB FLOOR GLUED AND NAILED Z >_ w 2"x 4"SILL —O W = z rfl B IDGING @ MID-SPAN I I I I I I 1i I I I I I I I I T I I I I I I I I I I I I o- z W I I LW111111 1111 11 111 =) - (4() F- 11 11 IT 11 11 IT 11 11 canw zN oo 111111 1 T 11 11 IT 11 11 IT 11 a � V)) � oo"o 11 11 IT I zo = 2-2"x 4"TOP PLATEoo, 1111 IIH 11 111111 111111 11O v w w 0 FLOOR JOISTS AS PER PLAN 111111 1111 1 00 p N 111111 IIITII IIITII III -q- U z GREAT ROOM 1 11 IT 11 111111 11 IT 11 11 11111 11 IT 11 11 IT 11 11 IT 11 2"x 4"STUDS 16"Oc 11'-0"CEILING HEIGHT 111111 111111 11 IT 11 11111 112"PLYWOOD SHEATHING o IITII 11 11 111111 111 11 IT 1 111111 11 IT 11 11 VAPOR BARRIER 1111 11 IT 11 11 IT 1 11 IT 11 3/8"SHELTER WRAP E.P.S.BOARD 5 INSULA ON 11 IT 11 111111 111111 11111 CEDAR SIDING(AS SELECTED BY OWNER) N LATION W/ 1/2'1GYPSUM OARD/ --�1�2"�� UM BOARD. Z U 0 LM F_ -=-_-_----_-_-_ m OIII II IT 11 O J 314 SUB FLOOR GLUED AND AILEDa U 2"x 4"SILL ______ PRIDGING @ PAID SPAN D SILL SEALER Q U w TERMITE SHIELD GRADE R-30 INSULATION R-30 INSULATION Ld Ld U w II ANCHOR BOLTS SEE DETAIL SHEET 2 F!� ,• 'n z a O v I lJ J FLOOR JOISTS AS PER PLAN ' '.. • ' . % . (n W — Q I la a' •f..� !• I d %I',:a• J �•� • ° :a 1. I. •" ,a• U 8"FOUNDATION WALL - - ~�� •• .. :a•. •.a .•I a•�' • • .. > IJ 8"X 16"CONC. FOOTING W/2"X4"KEY ', •,`• �•. a : ,. .a LLJ U AREA OF EXISTING v Z Z FOUNDATION T UNDER -PINNED STRATCH COAT SLAB ON UNDISTURBED BASE z O = _ BE N D w LLj 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING SEE DETAILS ON SHEET 11 z v Q I __ 00Q GIRDER AS PER PLAN Bldg Dept copy from ZBA Final reviewed documents DWG NO 2BA Fii 71 ZZ - Date. D SECTION VIEW SHEET10 1/4 -1-0 1 TYPICAL TJI FRAMING DETAILS FOUN DAT I 0 N UNDERPINNING - GENERAL NOTES WOOD I JOIST LEAVE -3/16"GAP, DOUBLEHEADER SEE MANUFACTURER'S BACKER BLOCK RECOECO MMENDATIONS METAL JOIST INSTALLED TIGHT HANGER TO BOTTOM OF NAIL TO TOP FLANGE JOIST WEB 1 FILLER BLOCK FROM EACH 2"t 1 i il 1 ALL EXCAVATION SHALL BE DONE BY HAND WOOD I-JOIST SIDE EOA. ONLY NO EXCEPTIONS I EQ. I l I I I I I I PROVIDE PLYWOOD 1 j SHEETING IN PIT, I WEB STIFFENER(EACH IGHT ITJR ° SIDE;MAY BE REQUIRED ° I I I FOR JOIST STABILITY, FILLER PANEL, WEB STIFFENE 2 1 1 I HANGER COMPATIBILITY, IF NECESSARY OR JOIST REACTION) LEAVE 1/16"-3/16"GAP, WOOD I-JOISTSEE MANUFACTURER'S I I I RECOMMENDATIONS I I 1 K_ EXISTING FOUNDATION TO REMAIN Ell 1 I CUT BACK ANY j DETAIL BEARING WALL BELOW BEARING WALL ABOVE ACCESS PIT — 1 i PROPOSED +1 2° EXISTING EXTENSIONS. L PROPOSID _____ 1 1 2 MIN.DRY WOOD I-JOIST CONNECTION N.T.S. I IDEPTH I I HIGH STRENGTH NON-SHRINK GROUT TO WOOD I-JOIST HDR. DETAIL I I UNDERPINNING PIT HIGH-STRENGTH NON L AND WIDTH OF FOOTING SHRINK GROUT (A) (B) (C) (D) `� :�' #4 RI @ 20"O.C. DETAIL W EXTEND SLAB TO EXIST. , . EACH WAY. WEB STIFFENER DETAILS N.T.S. °' WALL OR UNDERPINNING .: NOTE! WHERE WALL DOES NOT �`. ti UNDERPINNING UNDERPINNING WORK SHALL BE PERFORMED BY OCCUR. __ WOOD I-JOIST Li °• DOUBLE-HEADER WOOD I-JOIST AS RIM A QUALIFIED MASON CONTRACTOR 5. THE NEW FOOTINGS SHALL BE JOINED TOGETHER WITH#5 REBAR DOWELS _ F. •p WIDTH OF SOLID WOOD JOIST, NAILED TO TOP PLATE Z OO @ 12"VERTICALLY FOR UNDERPINNING DEPTHS OVER 36" _ .: UNDERPINNING BLOCK FILLER BELOW W/8d NAILS 6"O.C. w U 1. AN"ACCESS PIT"APPROXIMATELY 4 FEET SQUARE SHALL BE °4 EQUAL TO WIDTH OF F Q EXCAVATED TO A DEPTH TO PROVIDE ACCESS FOR MEN TO GET 6. AS INDICATED IN THE ILLUSTRATION{B)ABOVE AND ON THE —I :':; :. WALL FOOTING ABOVE. BACKER BLOCK INSTALLED I PLANS,LOCATIONS{1)AND{2)CAN BE EXCAVATED SIMULTANEOUSLY. I TIGHT TO BOTTOM OF Q Z UNDER THE FOOTING AS ILLUSTRATED IN{A). TOP FLANGE. WEB STIFFENER EACH SIDE lZ O 7. WHEN THE CONCRETE HAS GAINED SUFFICIENT STRENGTH IN LOCATIONS{1) —� I I— VIRGIN UNDISTURBED SOIL IF NECESSARY. U-1 U 2. EXCAVATION IS THEN CONTINUED IN AN UNDERPINNING PIT AND(2),INTERMEDIATE LOCATIONS LOCATED AT(3)CAN BE EXCAVATED DIRECTLY UNDER THE WALL AS ILLUSTRATED IN(C). 0 AND CONCRETE PLACED. 3. THE MAXIMUM EXCAVATED SPAN UNDER ANY SECTION OF FOOTING ° Z 8. THE SPACES REMAINING SHALL NOW BE FILLED IN. W SHALL BE NO MORE THAN 4 FEET. Z� BY HAND AND COMPACTED TO 95%DENSITY 5 DETAIL "A" 4. AS SOON AS PRACTICAL,CONCRETE HAVING A 28 DAY MINIMUM 9.TOP OF UNDERPINNING OF WOOD STAIR COMPRESSIVE STRENGTH OF 3500 PSI,AIR ENTRAINED.SHALL BE PLACED UNDER NEW FOOTING OR SLAB SHALL STOP 1"-2"CLEAR FOR CARRIAGE WOOD I-JOIST O O UNDER EXISTING FOOTING SEE NOTE 9 NON-SHRINK HIGH STRENGTH GROUT.SEE ILLUSTRATION (D) TYPICAL UNDERPINNING SECTION SCALE:3/8"=1'-O" METAL FRAMING ANCHOR AT EACH SIDE. BEARING WALL BELOW LLJ W V) 0 DETAIL STAIR CARRIAGE DETAIL N.T.S. o °.� °.� LO 00 rn DETAIL � 041 " RIM JOIST DETAIL N.T.S. SEAL �kED ARC ti 3/4"SUB FLOOR GLUED AND SCREWED. � Q � WOOD I-JOIST CP -47 9J1 0294 F OF NEW ROOF 4"0 VENT THROUGH ROOF 1 h 4"0 VENT THROUGH ROOF rh fi 4"0 VENT THLOUGH ROOF 1 1 1 1 1 I WATER SUPPLY&DISTRIBUTION NOTE: I I 1 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN 1 i 1 FROM THE EXISTING WATER SERVICE. I I 4"STACK I 2.WATER DISTRIBUTION PIPING&FITTING SHALL I I I COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER It I SOLID BLOCKING. It 00 I I I I DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 00 I I I PIPE FITTINGS,FOR MATERIALS. M r- 2" 2„ 2„ 2" 1 2" -- 2"- � 2" 1 2" � 2"1 �� t �P� N 010 ui Y --------r-------------T------r------� r------ ------t------,------I �- F------ -----I I F------i------T--rt---, .� �A w 1 1 1/2" 1 11 1/2" 1 1 1/2" 1 1 1/2" 1 1 1/2" 1 11 1/2" 1 1 1/2" 1 1 1/2" 1 1 1/2" 1 11 1/2" 1 1 1/2" 1 1 1 1 1/2" 1 1 1/2" 1 � 1/2" I CV p0 I I 1 I ILl I 1 I 1 I I 1 I I U W.C. i Lav LAV 1 W.C. 1 LAv LAV 1 W.C. 1 LAV i lav W.C. I 1 1 DRAIN WASTE&VENT NOTE: TUB SHOWER 1 SHOWER I SHOWER I 1 1 1 SHOWER ' DETAIL 1 1 I 2" 2" I I 2" 2" 1 I 2' 2" I 1 1 MATERIALS FOR DRAIN,WASTE&VENT SHALL 0) I 2ND FLOOR 1 1 COMPLY WITH TABLE P3002.1 DRAIN,WASTE& 1 1 TABLE P3111.3 SIZE OF COMBINATION WASTE& WEB STIFFENER DETAILS N.T.S. r- I VENT PIPE, Y C.O. I 2" 2„ C.O. I 2,. 2., 1 2" 2„ I Y } cr_ 1 O o Z W ow = z CL ww 4"STACK (a w z (n 2" 2" 2"0 VENT Q O _ r------7---------------- --- F---- -----7---------i F----- Z O 1 1/2" j 11 1/2" 1 1/2" 1 1 1/2" 1 1 1/2" 1 1/2" 1 1/2" 1 1 1/2" O U w W I 0 W.C. LAV LAV KITCHEN KITCHEN Z 1 � U I r J D.W. WASHER SHOWER 2" 2" 2" 2" I � 1 ST FLOOR C.O. F.A.I. p --I O O �- -J m 0 CL o TO APPROVED SANITARY SEPTIC SYSTEM. Q U C.O. l >_ z - 4" 0 C.I. 4"C.I.House Trap In 0 LLI o �_ Pit W/Stl Cover 0 z �� v' (_D J V (n � W O 3 0 _ LLJ ER DIAGRAM 0 � W o LU w � ��`' w R � z1 :2aHolOC) Bldg Dept copy from ZBA DWG NO Final reviewed documents ZBA File# 11 Date-Ai 1 ICE SHIELD: 2 LAYERS OF UNDERLAYMENTS CEMENTED AS RIDGE VENT.INSTALL AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER 1 MODIFIED BITUMEN SHEET. i ROOF SHINGLES 1 1"AIR SPACE 1"x 2"BLOCKING. #15 FELT PAPERI ROOF SHINGLE. 11/4"x 20 GAUGE GALV. 112"CDX PLYWOOD STRAP(TYP.)PLYWOOD SHEATHING. COMMON NAILS I IN EACH END OF STRAP. #15 FELT PAPER • 1 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d 1 COMMON NAILS IN EACH END OF STRAP. I I 1 24"MIN. SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE WI MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d CATHEDRAL CEILINGS CONDITION ACCORDANCE WI MANUFACTURER SPECIFICATIONS ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W1 MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR DETAIL "A" Ahs, DETAIL "B„ BY SIMPSON OR APPROVED EQUAL. DETAIL "C" DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.27.1 W W CL O W H Of Z W U Q ACQ FLOOR JOISTS5/8"TYPE "X" GYPSUM BOARD a o DECKING 4"X 4" POST W/ 0 U DECO COL. 5/8"TYPE "X" GYPSUM BOARD 3.. z 3-10d COMMON 6-8d COMMION NAILS 1-4- 701, J P.B. 66 POST BASE BY SIMPSON 2"x 4" FRAMED WALL. (TYPICAL) m o 4"x 4" POST ANCHORED ON 0 0 0 STRAPING FOUNDATION WALL R-15 MINERAL FIBER INSULATION o 0 BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'-4" > 6-8d COMMION SPACES. HEADER N U)STEEL PLATE 4"x 4" POST WI c, 00 co DECO COL. ALL FASTENERS SHALL BE INSTALLED WITH STRICT GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT o 00 ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE WI MANUFACTURER SPECIFICATIONS ACCORDANCE W/MANUFACTURER SPECIFICATIONS w ACCORDANCE W/MANUFACTURER SPECIFICATIONS Cf CV C4 SEAL DETAIL "E" DETAIL 711 DETAIL "G" DETAIL "H" ��ED ARC 5 J��N.K. TF i�� PORCH POST TO HEADER DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL N.T.S. FIRE SEPARATION @ GARAGE WALL N.T.S. STEELHEADER W/ DETAIL 112"=1'-0" 1 HOUR RATED Q UL Design No.U333 * j o 9J 02946`' A F OF NEW SHEATHING SIDING 4"x 4" POST W/ DECO COL7< . � 00 FLASHING CONTINUOS VENT 6"WALL (TYPICAL) 2"x6" DECKING 2"X 6" DECKING 6-8d COMMION NAILS 4"X 4" POST W/ 00 DECO COL. M o 1,2„ a WOOD NAILER WI 112" STRAPING N 00 Y BACK FLASHING 1 114"AIR SPACE LAG BOLTS 24"D.C. N 000 = 112"MIN. BLANKET INSULATION //10000, 6-8d COMMION NAILS 3l4"AIR SPACE HEADER 3-10d COMMON NAILS P.B. 66 POST BASE BY SIMPSON LO ROOF RAFTER LTS TOP 4"X 4" POST BOTTOM @ 204"O.C.MAINTAIN FLOOR JTS. W/ 6"x 6" POST ANCHORED ON Y 2"EDGE @ END DISTANCES. TECOS FOUNDATION WALL o W >- o a 6"WALL(TYPICAL) Zw 0 z oZ PRE-MOLDED CL w EXPANSION JOINT. O . (n W Z N wQ 0 N = O U W W DETAIL "J" DETAIL "K" DETAIL "L" DETAIL "M" O 1 - U-, ROOF VENTILATION N.T.S. BALCONY TO DWELLING DETAIL O0 O N Z N.T.S. BALCONY HEADER TO POST DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL � U N.T.S. � --1 ROOF RAFTERS 3-10d COMMON p J o p -j m O I� Q U O STRAPING w I _o z II 6-8d COMMION p ,^ 'n(n Ld V J V 6"x 6" POST W/ O w U)i T- DECO COL. LJJ ALL FASTENERS SHALL BE INSTALLED WITH STRICT v Z w Z ACCORDANCE W/MANUFACTURER SPECIFICATIONSuj z 0 = _ ° W J O ULd z a ~ �I 00 Bldg Dept COPY from Z13A DETAIL "N" Z13A'Filel#"/e-71 ZZ dents DWG NO Date: I POST TO HEADER DETAIL N.T.S. 1 . d 1 8d @ 6"oc toed in L - along braced wall -� Roof Sheathing Attachment. Requirements for Wind Loads - Exposure B TOP PLATE 6" W"Sssood Gust wird 90 100 110 120 1 130 0 8d COMMON NAILS STRUCTURAL SHEATHING @ 6"O.C.ON EDGES I I I I II F E F E F E ONLY F 1/211 � MIN. STRUCTURAL TOP PLATE II II IIL�I WOOD PANEL = 8d COMMON NAILS � Sheathing {i�! Rafter / Truss Spacing Maximum Nal Spacing for tad Common Nails (Inches, o.c.) or 10d Box Nogs (Inches, 0.0.) @ 12"O.C.ON 76,. 12 8 12 6 12 6 12 6 12 6 12 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY b Interior Zone to s 12 6 12 6 12 s 12 6 12 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN FOR COF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 19 2 8 12 6 12 8 12 8 6 8 12 16 d COMMON NAILS @ 16"O.C. W/ 5/ DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 6 6 6 8 12 Y8 ' SOLID BLOCKING BETWEENJ LENGHT OF BRACED WALL PANEL ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 8 t2 6 6 12e 8 12' *182.* SILL PLATE ••• OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 12 • • � MIN..USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge tg 6 12 6 12s 6 122 6 6 HIGH STRENGTH EPDXY ADHESIVEANCHOR BOLTS • � Zone eeTO SECURE ANCHOR,DRILL 3�419.2 8 12 8 12 6 6 6 8 3-16d@16"oc • along braced wall DIAM. HOLE FOR EPDXY. FOLLOW : s s s , s MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION 24 6 12 6 6 8 8 8 6 8 6 Gable Endwall Rake or Rake Truss w/ Lookout Block ge 6s 6s 6 6s 6' 4 4 4 4• TOPERPENDICULAR RAFTER.- le Endwall Rake or Rake Truss w/o Rabw6 aha g 8 6 6 6 8 6 6 8 8e END SHEARWALL SLAB ON GRADE BOARD SHEATHING Rafter/Truss Spacing Minimum Number of 8d Common Nails Sheathing Size (Inches, o.c.) or 10d Box Nags per Support F-- 1x8 or 1x8 Sheathing 12-19.2 2 2 2 2 2 L L 100 or Larger Sheathing 12-19.2 3 3 3 3 3 w CL W O E-NAIL SPACING AT PANEL EDGES(in.) LL" 8d(�6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) F- 0p along braced wall Z GABLE END 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET LrJ U ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT Q LG JTS REQUIREMENTS SHALL BE USED. < Z AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. Q TOP PLATE 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 2• TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS t1 6.. along braced wall FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL � U G JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 1/2" MIN. STRUCTURAL 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS U WOOD PANEL � 8d COMMON NAILS LFRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. Q W th @ 6"O.C.ON EDGES 16" SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. _I ONLY 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL CO O SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 8d COMMON NAILS o O O 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3-16d@16"oc @ 12"O.C.ON __ F COMMON NAILS 00 along braced wall FIELD ONLY 12"O.C.ON W WAT STUD TO FLOOR ASSEMBLY TO SILL PLATE(;)CONNECTION SIMPSON HDU4 SDS2.5 HOLDDOWN ELD ONLY N N FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 58 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR,EMBEDMENT LENGTH @ 6"O.C.ON EDGES cn 00 00 d COMMON NAILS @ 16"O.C. OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B UPUFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B ° I FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall Dead Loud Amimplim Roof Assembly DL-10 psf cn 00 Qt AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. (ROOF-TO-WAU., WALL-TO-WALL, WALL-TO-FOUNDATION) SILL PLATE • •• HIGH STRENGTH EPDXY ADHESIVE 8d la 6"oc toed in Dead Load Asewptbnc Roof/N"beembly Ix.-15 pd w 04 C14 .. a Ong braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): •• ��'.. ••• TO SECURE ANCHOR, DRILL 3�4" Trw SECOND MW No • 90 100 110 130 90 100 110 130 ANCHOR BOLTS • • . DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SIM (mph) TIM SECOND QAT 00 100 110 120 130 MANUFACTURER'S INSTRUCTIONS. SPEID (mph) SEAL POURED CONCRETE/ PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. W n.xh e�of 1 ) x 20 t,?.3,4,5,& Capacity ldg° (plt� ARE D ARC sow so Number of 8d Comm Nab or 10d Baa Nab ROOF PITCH R iced of R Connection 1 4 NaNs�P nsrp�xeto eoar� Number In.oeh ax!ofk x�gape or 1�Box: �i K. jF yil, MASONRY FOUNDATION _ 6 12 1 2 2 3 94 133 176 224 0 16 2 2 2 4 126 178 235 298 12 1 2 2 2 8d COMMON NAILS � @ 12"O.C.ON 20 2 2 3 4 157 222 294 373 16 1 2 2 3 o 3:12 24 2 3 3 5 189 267 353 447 20 2 2 2 3 END S H EARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 28 2 3 4 6 220 311 412 522 12 24 2 2 3 3 u, WOOD PANEL 32 3 3 4 7 252 356 471 597 28 2 2 3 4 = [8d COMMON NAILS 36 3 4 5 7 283 400 529 671 32 2 3 3 4 '9 J. 0?9 4 6 W y0� WALL 6"O.C.ON EDGES 12 1 1 2 2 111 145 183 36 2 3 3 4 F16 1 2 2 3 100 6 147 193 244 12 2 2 2 �F NENLY 20 2 2 2 4 132 184 242 305 16 2 2 3 ( 3 ) 3-16d@16"oc 4.12 24 2 2 3 4 158 221 290 366 20 2 2 3 along braced wall 28 2 3 3 5 185 258 338 427 16 24 2 3 3 4 32 2 3 4 5 211 295 387 488 28 2 3 4 5 36 2 3 4 6 238 332 435 549 32 2 3 4 5 AT STUD T0,FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 12 1 1 1 2 62 87 114 144 36 3 4 4 6 "BOLTS IST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 16 1 1 2 2 83 115 152 192 12 2 2 3 3 20 1 2 2 3 103 144 190 239 16 2 2 3 4 `r o0 SILL PLATE y : • ti '' •� t "FOR STRAP- 3 8d COMMON NAILS @ EA.END OF STRAP 5.12 24 2 2 2 3 124 173 228 287 20 2 3 4 4 ►'� 28 2 2 3 4 144 202 265 335 19.2 24 2 3 4 5 oPLATFORM BELOW- 1 11d COMMON NAILS@ 16O.C. 32 2 2 3 4 165 231 303 383 28 3 3 4 5 N 00 ANCHO ' •• ; • ti ' •` ; • ti 36 2 3 3 5 186 260 341 431 32 3 4 5 6 tel- 00 8d @ 6"oc toed in 12 1 1 1 2 57 79 103 130 36 3 4 5 7 N LU along braced wall LG JTS POURED CONCRETE) 20 1 2 2 3 95 1 2 76 32 172 216 16 2 3 4 5 to w U MASONRY 6:12 24 1 2 2 3 115 158 207 260 20 3 3 4 5 r7 TOP PLATE FOUNDATION 28 2 2 2 4 134 185 241 303 24 24 3 4 5 6 rn 6" 32 2 2 3 4 153 211 276 346 28 3 4 5 7 036 2 2 13 4 172 1237 310 389 32 3 5 6 7 97 36 4 5 6 8 Y 16 1 1 2 (Z) 75 100 130162 Y r 0 20 1 2 2 � 94 125 162 pC� O 3 0O :12-121 24 1 2 2 3 113 150 194 243 Prescriptive limits are based on assumptions of Table 3.4 } 28 2 2 2 3 132 175 227 284 . Tabulated uplift connection requirements assume a building Z 3 W 32 2 2 3 4 151 200 259 324 ocated in Exposure B. W = Z 36 2 2 3 4 170 1 225 292 365 Tabulated uplift connection requirements assume a roof and Z LLJ Wall Sheathing and Cladding Attachment Requirements 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not [all ning assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a = ^ V)) AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loads - EX osu re B located within 8 feet of building corners. ling assembly is not present or if the ceiling assembly is not Q F N p nnected to the roof assembly, the tabulated number of n4ails t/) LLI Z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 2. Tabulated ridge connection loads assume a buiding located in Exposure B. (n D be increased by 1 nal at each end of the strap.3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly deadQ C9 fn FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP ase$eCO W Gust wind 90 100 tt0 120 1 load (0.6x10psf). Minimum ASTM A653 Grade 33 steel strap. Z O z 8d 1"6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge O 0 W Ll•I along braced wall - PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. �D C14 Z STRUCTURAL stIFaTHtrtc strap spacings, multiply the tabulated values by the appropriate multiplier below. 00 FLOOR JOIST Ridge Connection Spacing(in.) 12 16 19.2 24 48 d U E F E F E F E F E F Multiplier 1.00 1.33 1.60 2.00 4.00 r- SIMPSON HOLDDOWN W/ 5/ "DIAM. 5. When the tabulated number of nails required In each end of the strap is equal to 1 and the framing Stud Maximum Nag Spacing for Sd Common is attached In accordance with Table 3.1, the ridge strap and additional nailing is not required. 6„ ATR(ALL THREADED ROD) 8 Sheathing location (tnches. o0..c03 or tOd Box Nags (Inches, o c.)4 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 12 6 12 6 12 6 12 6 12 6 12 the collar tie need not exceed the tabulated number of 8d nals in a steel strap, or the number 8d COMMON NAILS of 12d box nails In each end of the collar tie need not exceed the toulated number of 10d box @ 6"O.C.ON EDGES Interior Zone tg 6 12 6 12 6 12 6 12 6 12 nals in a steel strap. 7. 1 ' 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. Z U d- 1/2"MIN.STRUCTURAL ONLY 24 8 12 8 12 6 12 8 6 8 12e 0 J p O WOOD PANEL = 8d COMMON NAILSco th @ 12"O.C.ON 12 6 12 8 12 6 12 6 12 6 12 ~ O I� FIELD ONLY 4" EDGE ZONE 6 12 8 12 6 12 8 12 6 12 � is Q U 5 ^ I 3-16d@16"oc SIMPSON HOLDDOWN W/ 5/ "DIAM. 24 6 12 8 12 6 12 8 12e 6 12 z along braced wall 8 W o ATR(ALL THREADED ROD) I0 0 11 ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10L "MIN.. BOARD SHEATHING or LAP SIDING W U Q FLOOR JOIST Rafter/Truss Spacing Minimum Number of 8d Common Nails or 1 Od � O USE SIMPSON SET EPDXY-TIE HIGH SheathingSize � T- (inches,o.c.) W SILL PLATE IPOURED STRENGTH EPDXY ADHESIVE TO Box Nails per Su ort 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 - SECURE ANCHOR,DRILL �4"DIAM. �-- W U ANCHOR BOLTS HOLE FOR EPDXY. FOLLOW1x10 or Larger Sheathing 12-24 3 3 3 3 3 U Z z AS REQUIRED MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) O LuW OU WN CONCRETE/ F Nail spacing at intermediate supports in the panel field(in.) Z U Q D) 00 ASONRY 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced from ZBA to 6 inches o.c. Bldg Dept copy Final reviewed documents ® I 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL S H EA RWA L L zaA Atte# 7 I Zz 4. Tabulated nail spacing assumes a building located in Exposure B. 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) TABLE R602.3(l) - continued FASTENING SCHEDULE FASTENING SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 2015 IRC ITEM DESCR'PTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION INTERNATIONAL RESIDENTIAL CODE ROOF 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162") 16"o.c.face nail TABLE R602.10.3(1) to top plate BRACING REQUIREMENTS BASED ON WIND SPEED 16d box(3112"x 0.135");or 12"o.c.face nail 4-8d box(2112"x 0.113")or 3"x 0.131^nails MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS 1 Blocking between ceiling joists or rafters to top 3-8d common(2112"x 0.131"):or Toe nail EXPOSURE CATEGORY B " 15 Bottom late to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail plate 3-1 Od box(3 x 0.128"):or P j 30- FOOT MEAN ROOF HIEGHT blocking(at brace wall panel) 2-16d4-3"x common(3112"x o.1sz^);or 2 each 16"o.c.face nail 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 3-3"x 0.131"nails 4 each 16"o.c.face nail 4-3"x 0.131"nails 4-8d box(2112"x 0.113")or 2 BRACED WALL LINES 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Perjoist,Toe nail 4-8d box(21/2"x 0.113");or METHODS 3-1 Od box(3"x 0.128"):or 3-16d box(3112"x 0.135");or ULTIMATE DESIGN BRACED WALL LINE METHODS 3-3"x 0.131"nails 4-8d common(2 1/2"x 0.131");or Toe nail WIND SPEED STORY LOCATION G METHOD LIB b METHOD GB PB'PCF, HPS' CS-WSP,CS-G, Ceilingjoist not attached to parallel rafter,las 4-1 Od box(3"x 0.128");or (MPBV-WSP, ABW, P ffl, CS-PF 3 1 P P 4-10d box(3"x 0.128");or face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails PFG CS-SFB 0 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3112"x 0.135");or 2-16d common(3112'x 0.162");or End nail 10 4.0 4.0 2.5 2.0 4 Ceiling joist not attached to parallel rafter Table 8802.5.1(9) Face nail 3-10d box(3"x 0.128");or (heel joint)[see Sections R802.3.1 and R802.3.2 3-3'x 0.131"nails 20 7.0 7.. 4.0 3.5 3-10d box(3"x 0.128^);or 30 10.5 10.5 6.0 5.0 and Table R802.5.1(9)] To plates,laps at comer s and 40 13.5 13.5 8.0 6.5 17 P P P 2-116d common(3112"x 0.162");or Face nail 5 Collar tie to after,face nail or 11/4"x 20 ga. 4-1 Od box(3"x 0.128");or intersections 3-3"x 0.131"nails 50 16.5 16.5 9.5 8.0 ridge strap to rafter 3-1 Od common(3"x 0.148");or Face nail each rafter 60 19.5 19.5 11.5 9.5 4-3"x 0.131"nails 3-8d box(2112"x 0.113");or Face nail • 18 1"brace to each stud and plate 2-8d common(2 1/2"x 0.131"); or 10 7.5 7.5 4.5 3.5 3-16d box nails (3112"x 0.1135");or 2-1 Od box(3"x 0.128");or S 120 6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail 3-10d common nails (3"x 0.148");or on opposite side of each rafter or 2 staples 1314" 20 14.0 14.0 8.0 7.0 4-1 Od box(3"x 0.128"); or 30 20.0 20.0 11.5 9.5 truss 3-8d box 2112"x 0.113" or 4-3"x 0.131"nails 19 1"x 6"sheathing to each bearing ( )� 40 25.5 25.5 15.0 12.5 4-16d (31/2"x 0.135");or 2-8d common(2 1/2"x 0.131"); or Face nail 3-10d common(3112"x 0.1148"); or Toe nail 2-1 Od box(3"x 0.128");or 50 31.5 31.5 18.0 15.5 4-1 Od box(3"x 0.128"); or 2 staples,l"crown,16 ga.,1 3/4"long 60 37.5 37.5 21.5 18.5 �- 7 Roof rafters b ridge,valley or hip rafters or 4-3"x 0.131"nails 3.8d box(2112"x 0.113");or roof rafter to minimum 2"ridge beam 3-16d box(3112"x 0.135") •or End nail 3-8d common(2 1/2"x 0.131"); or 10 NP 11.0 6.5 5.5 Lila 2-16d common(31/2"x 0.162");or 3-1 Od box(3"x 0.128");or 20 NP 20.5 11.5 10.0 3-1 Od box(3"x 0.128"); or 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 314"long Face nail 3-3"x 0.131"nails 30 NP 29.0 17.0 14.5 0 Wider than 1"x 8" 40 NP 38.0 22.0 18.5 L` WALL 4-8d box(21/2"x 0.113); or O 50 NP 47.0 27.0 230 O 3-8d common(2112^x 0.131") ;or . �-- 8 Stud to stud(not at braced wall panels) 16d common (3112"x 0.162") 24"o.c.face nail 3-1 Od box(3"x 0.128");or 60 NP 55.5 32.0 27.0 W U Od box 3"x 0.128");or 16"o.c.face nail 4 staples,1"crown,16 ga.,1314"long F 3"x 0.131"nails W Q 16d box 31/2"x 0.135");or FLOOR 10 4.5 4.5 2.5 2.5 Q Z 12"o.c.face nail 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 20 8.5 8.5 5.0 4.0 W � wall corners(at braced wall panels) 4-8d box 21/2"x 0.113; or 16d common 31/2"x 0.162" 16"o.c.face nail ( ) ( ) 3112"x 0.131" ; 30 12.0 12.0 7.0 6.0 -8d common 2 21 Joist to sill,top plate or girder ( ) or Toe nail O 'd 16d common 3112"x 0.162" 16"o.c.each edge face nail 3-10d box(3"x 0.128");or 40 15.5 15.5 9.0 7.5 Z 10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails 50 19.5 19.5 11.0 9.5 0 W 16d box(31/2"x 0.135") 12"o.c.each edge face nail 60 23.0 23.0 13.0 11.0 5-8d box(2112"x 0.113");or 8d box(21/2"x 0.113") 4"o.c.toe nail 11 Continucus header to stud 4-8d common(2112"x 0.131"); or toe nail 22 Rim joist,band joist or blocking to sill or 8d common 2112"x 0.131" ;or m O 1 1 g ( ) 10 8.5 8.5 5.0 4.5 4-1 Od box 3"x 0.128" top plate(roof applications also) 1 Od box(3"x 0.128");or " 20 16.0 16.0 9.5 8.0 ( ) 6 o.c.toe nail 0 O0 3"x 0.131"nails S 130 12 To late to to late 16d common(31/2"x 0.162") 16"o.c.face nail 30 23.0 23.0 13.5 11.5 0 o P P P P 3-8d box (2112"x 0.113");or w w IOd box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2112"x 0.131");or face nail 40 30.0 30.0 17.5 15.0 Z 3"x 0.131"nails 3-10d box(3"x 0.128");or 50 37.0 37.0 21.5 18.0 (n N Double top plate splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 2 staples,1"crown,16 ga.,1314"long 60 44.0 44.0 25.0 21.5 seismic braced wall line spacing<25' 12-16d box(3112"x 0.135");or face nail on each side of end joint 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box 3112"x 0.135" ;or Blind and face nail 24 2"subfloor to joist or girder ( ) ro � � 13 12-3"x 0.131"nails side of end joint) 2-16d common(31/2"x 0.162") 10 NP 13.0 7.5 6.5 Z Double top plate splice SDCs DO,D1,or D2; 20 NP 24.0 13.5 11.5 Cf) and braced watl line spacing>25' 5;(3112 x 0135") 25 2"planks(plank&beam-floor&roof) 3-16d box(3 1/2"x 0.135");or At each bearing,face nail 30 NP 34.5 19.5 17.0 of of N N 2-16d common(3112"x 0.162") 40 NP 44.5 25.5 22.0 50 NP 55.0 31.5 26.5 3-16d common (31/2"x 0.162") 60 NP 65.0 37.5 31.5 SEAL 26 Band or rim joist to joist 4-1 Od box(3"x 0.128");or End nail ARE D ARC 4-3"x 0.131"nails;or 4-3"x 14 ga.staples,7116"crown K. Nail each layer as follows:32"o.c. 20d common(4"x 0.192");or y �, at top and bottom and staggered. * o 1 Od box(3"x 0.128");or 24"o.c.face nail at top and bottom 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides N layers And: 2-20d common(4"x 0.192");or Face nail at ends and at each 02 2 9 a yon 3-1 Od box(3"x 0.128");or splice F �y 3-3"x 0.131"nails F N E 4-16d box (3112"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3112"x 0.162");or At each joist or rafter,face nail 4-1 Od box(3"x 0.128");or 4-3"x 0.131"nails 2015 I R C 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail INTERNATIONAL RESIDENTIAL CODE 'q- 00 TABLE R602.3(3) Mo REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 04 0010 y N 00 = I ( U MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN STRUCTURAL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V ult � ►`) SIZE PENETRATION PANEL SPAN PANEL THICKNESS STUD SPACING (mph) N co cD (INCHES) RATING (INCHES) (INCHES) EDGES FIELD wind exposure category (INCHES O.C.) (INCHES O.C.) B-7 C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Y (2.0"x 0.113") SPLICING OF TOP PLATE 16 6 12 170 140 135 TOP PLATE SPLICE LENGTH 8d COMMON 1.75 24/16 7/16" F- _ :-3:(2.5"x 0.131") Z C� w TOP PLATE SPLICE TOP PLATE SPLICE 24 6 12 140 115 110 0 w = z REQUIREMENTS REQUIREMENTS 0- z FOR WIND-EXPOSURES B&C FOR WIND-EXPOSURES B&C w ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. Q (n E H A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with (n w Z BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE panel strength axis perpendicular to supports. Q cr) DIMENSION(ft.) LENGTH(ft.) DIMENSION(ft.) LENGTH (ft.) B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section 8301.2.Lateral bracing requirements shall be in z Z accordance with Section R602.10. O U L,,j w 12'-0" 3'-0„ 12'-0" 2'-0" C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. 0 U') p or 24 o.c shall be permitted as an alternate to panel with a 24116 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 00 O 04L_'L4- Z LE 16'-0" 4'-0" 161-0" 31-0" more than 16 inches on center. 0- 0 --i 20'-0" 5'-0" 20'-0" 4'-0" 24'-0" 6'-0" 24'-0" 4'-0" 2015 I R C INTERNATIONAL RESIDENTIAL CODE 28'-0" 7'-0" 28'-0" 5'-0" TABLE 8602. 10.4 Z U � 32'-0" 8'-0" 32'-0" 6'-0" BRACING METHODS 0 J m 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE Continuous Sheathing Method - o [� CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE 36'-0" 9'-0" 36'-0" 7'-0" o :D CONNECTION CRITERIA W LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 11'-0" 40'-0" 8'-0" Q U o METHOD, MATERIAL MINIMUM THICKNESS FIGURE PROVIDE AN EQUIVALENT NUMBER OF NAILS Fasteners Spacing �- Z (D 501-011 13-0 50-0 101-011 o Z 60'-0" 16'-0" 60'-0" 12'-0" Ld Exterior sheathing per 6"edges 12"field � V) U ui 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN CS-WSP Table 8602.3(3) (n � �4: EXPOSURE B AND C 70'-0" 19'-0" 70'-0" 14'-0" 1/2" Continuously sheathed O Ld CO I nterior sheathing per Varies by fastener �- ilk 80'-0" 22'-0" 80'-0" 16'-0" wood structural panel Yy Table R602.3(1)or R602.3(2) W U 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL -** - - U Z w �' Z of z O = = LuN o W w O 0 W i. a Z U � QH- o oc) DWG NO Bldg Dept copy from ZBA Final reviewed documents 1 ZBA File# 7J2Z 1 BLOCKING ® ENDWALL APPENDIX J ANALYSIS GENERAL FASTENING SCHEDULE ALL WORK SHALL CC1,TLY WITH SEC. AJ101, AJ102, AJ103, A7104 ARID AJ105 OF OF THE 2015 IRC. SEC. AJ101.2: CLASSIFICATION OF WORK - ALTERATION 2015 IECC RESIDENTIAL ENERGY EFFICIENCY CODE SEC. AJ101.3: MULTIPLECATEGORIES OF WURK - N/A SEC. AJ102.1: GENERAL - PROPOSED WORK SHALL NOT CAUSE THE EXISTIDIG STRUCTURE TO BE UNSAFE RESIDENTIAL CODE 0 F NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY OR AFFECT MANDATORY REQUIREMENTS PERFORMANCE OF THE BUILDING; SHALL NOT CAUSE EXISTING MMHANICAL OR TABLE 8301.7 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC PLUMBING SYSTEM TO SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. BECCI E UNSAFE, HAZARDOUS, INSANITARY OR OVERLOADED ARID SHALL DRIP MAKE THE SEC. R402.4: AIR LEAKAGE -SEE DETAIL SHT. 7. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BUILDING ANY SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE (177,1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. SEC. A7102.2: RREQUIR�EMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE MAXIMUM FENESTRATION U-FACTORrI FENESTRATION , 0.55 0.35 (SKYLiGHTS�A�IN) STRUCTURAL MEMBER DEFLECTION REQUIREMENTS OF SEC. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE] S/A EXIST INS) 0.25 U180 A7501 ARID THE RDQUIRII�ITIS FOR RENOVATIONS. SEC. 8403.1: HVAC CONTROLS - N/A (EXISTING) RAFTERS HAVING SLOPES GREATER THAN 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST SEC. AJ102.3: SMOKE DETECTORS - SMOKE DETECTORS TO BE PROVIDED AS PER SEC. R314.1 SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - N/A (NO NEW HEAT PUMPS). LIVE LOAD DEAD LOAD AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION SEC. AJ102.4: REPLACEMENT WINDOWS - REPLACEMENT WINDOWS TO COMPLY WITH SEC. AJ102.4.1 SEC. 8403.3.2: DUCT SEALING - N/A (MINOR DUCTWORK) USE WITH NO FINISHED CEILING ATTACHED TO ATTIC THROUGH AJ102.4.3 SEC. 8403.3.3: DUCT TESTING - N/A (MINOR DUCDURK) RAFTERS SEC. AJ102.4.1: ENERGY EFFICIENCY - REPLACEMENT WINDOWS TO cavIPLY WITH CHAPTER 11. EXTERIOR BALCONIES 60 psf 10 psf MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); SEC. AJ102.4.2: SAFETY GLAZING - GLAZING IN HAZARDOUS LOCATIONS TO CCIAPLY WITH SEC. R308. SEC. 8403.3.5: BUILDING CAVITIES AS DUCTS AND PLFNCMS - NO BUILDING FRAMING CAVITIES IU 40 psf 10 psf BE USED AS DUCTS OR PLENUM. INTERIOR WALLS AND PARITIONS H/180 SEC. AJ102.4.3: EMERGENCY ESCAPE & RESCUE OPENINGS - EMERGENCY ESCAPEWINDOWS COMPLIANT. SEC. 8403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM INSULATION AROUND DECKS p SEC. AJ102.4.4: WINDOW CONTROL DEVICES - WINDOW CONTROL DEVICES CCIMIANT. PIPS FLOORS AND PLASTERED CEILINGS U360 BLOCKING 2 BAYS SEC. AJ102.s: FLOOD HAZARD AREAS - NOT APPLICABLE (NOT IN A FLOOD ZONE). SEC. R403.5.1: HEATED WATER CIRCULATION & TEMPERATURE MAINTENANCE SYSTEMS - AUTOMATIC PASSENGER VEHICLE GARAGES 50 psf AS PER PIAN CKIATROLS 10 psf ALL OTHER STRUCTURAL MEMBERS U240 BACK 4'-0"O.C. SEC. AJ102.6: EQUIVALENT ALTERNATIVES - DIC1T APPLICABLE. ATTICS WITHOUT STORAGE(ROOF BELOW PITCH) 10 psf p e° SEC. AJ1o2.7: OTHER ALTERNATIVES - Dx7r APPLICABLE. EXTERIOR WALLS WITH PLASTER OR HI360 SEC. A7102.8: MORE RESTRICTIVE REQUIREMENTS - NC7I APPLICABLE. TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE. MANCTAL COfTIROLS BE ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH SEC. A 7102.9: FEATURES EXCEEDING CODE REQUIREMENTS - NOT APPLICABLE. READILY J ACCESSIBLE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf Q SEC, R403.6: EQUIPMENT MECHANICAL VENTI(ZING & EFFICIENCY - NO NEW MECHANICAL VENTILATION. S. EXTERIOR WALLS-WIND LOADS WITI� � SEC. AJ103.1: GENERAL - AS PER BUILDING OFFICIAL. SEC. 8403.7: E(RTIPNNIELPNT SIZING & EFFICIENCY RATING - NEW EQUIPMENT SHALL HAVE AN 30 psf 10 psf BRITTLE FINISHES U240 SEC. AJ104.1: GENERAL - NOT APPLICABLE. EFFICIENCY RATING SEC. A7501.1: NEWLY CONSTRUCTED ELFD=S - TO COMPLY WITH REQUIREI,,= OF THIS CODE. EQUAL OR GREATER THAN THE MINEMIM REQUIRED BY FEDERAL LAW FOR THIS SECOND FLOOR SEC. AJ502.2: GENERAL - NO INCREASE IN EXTENT OF NON-COMPLIANCE OR NON-CONFORMITY TO SLEEPING ROOMS p p LU THOSE REQUIREMENTS SEC. R LOCATION..8: SYSTEM SERVING MULTIPLE SWELLING UNITS - NO MULTIPLE SWELLING UNITS. 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITI� U120 THAT DID NOT PREVIOUSLY EXIST. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT AND ICE SYSTEMS PROVIDED. STAIRS 10f FLEXIBLE FINISHES �AB� SEC. AJ501.3: EXTENSIVE ALTERATIONS - WORK AREA LESS THEN 50$ OF DWELLING UNIT. SEC. 8403.10: POOLS & II�7DID PERMANEDTI' SPA ENERGY CUNS[MPTION - TO COMPLY WITH SEC. GUARDRAILS AND HANDRAILS 200 psf psf SEC. AJ501.4: STRUCTURAL - STRUCTURAL WORK DOES NOT CREATE DANGEROUS CONI)ITIONS. R403.10.1 THROUGH 12 psf FOR NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. BLOCKING 2 BAYS SEC. AJ501.5.1: MATERIALS AND METHODS - NEWLY IN T T ED ELECTRICAL EQUIPMENT AND WIRING SEC. R403.10.3 ATTIC BACK 4'-0"O.C. TO C�LY WITH ROOF LOADING(LIVE=GROUND SNOW LOAD @ SEC. 8403.11: PORTABLE SPAS - NO PORTABLE SPAS ADJUSTMENTS AS PER TABLE 8301.5 OF THE 45psf CHAPTERS 34 THROUSH 43. SEC. R404.1: LIGHTING EQUIPMENT' - MINIMUM 75a OF LIGHTING TO BE HIGH EFFICACY LAMPS. 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 ®INTERIOR ZONE SEC. AJ501.5.2: ELECTRICAL SERVICE - EXISTING SERVICE NOT LESS THAN 100 AMPS. SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNIN3 PILOT LIGHTS - NO RESIDENTIAL CODE OF NEW YORK STATE) '>EA9 ** S 1501.5.3: ADDITIONAL ELECTRICAL REQUIREMENTS - WORK TO SLY WITH SEC. AJ501.5.3.1 FUEL GAS LIG-LTIM TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE EQUIPMENT.OF THE DETERMINING DEFLECTION LIMITS HEREIN. ®PERIMETER ZONE SEC. AJ501.5.3.5. SEC. AJ501.5.3.1: ENCLOSED AREAS - ENCLOSED AREAS OTHER THAN CLOSETS, KITCHENS, FIRST FLOOR EASII�'IS ESS, LAUNDRY AREAS AND BATHROOM SHALL HAVE A MINIMUM OF TWO NOTE.• - GABLE WALL DUPLEX RECEPTACLES 1.FOR GABLE ROOFS 10°TO 45"PITCHES (EDGE ZONE) SEC. AT501.5.3.2: KITCHEN AND LAUNDRY AREAS - KITCHENS AREAS SHALL HAVE MORE THAN TWO DUPLEX RECEPTACLE OUT=. LAUNDRY AREA WITH A MINIMUM OF ONE DUPLEX DUPLEX RECEPTACLE 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS OUTLET, INSTALLED IN EA.ZONE BACK @ 4'1 O.C. ° ON INDEPENDENT CIRCUIT. SEC. AJ501.5.3.3: GROUND FAULT CIRCUIT INTERRUPTION - GETS TO BE IN.4TI T�. SEC. AJ501.5.3.4: LIGHTING OUTLETS - LIGHTING OUTLETS PROVIDED AS REQUIRED. SEC. AJ501.5.3.5: CLEARANCE FOR ELECTRIC SERVICE EQUIPMENT SHALL BE AS PER CHAPTERS 34 THRCAK$T 43. F- SEC. AJ501.6: VENTILATION - VENTILATION AS PER SEC. R303. * * SEC. AJ501.7: CEILII_HEIGHT - NOT APPLICABLE (NEW EASEMENT NOT HABITABLE). SEC. AJ501.8.1: STAIR WIDTH - NOT APPLICABLE (NEW BAS0,IEr]T NOT HABITABLE). NAILING AND STRAPPING * * ALL STRAPPING TO BE 1 s4 x 16 GAUGE STL SEC. AJ501.8.2: STAIR HEADROCM - NOT APPLICABLE (NEW BASEMENTT NCIT HABITABLE). w "SIMPSON" EQUIVALENT CS16Z(COILED STRAP) SEC. PJ501.8.3: STAIR LANDING - NOT APPLICABLE (NIQEW HASEMFNT NOT HABITABLE). a- - 12" MIN. BEARING o 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE Z 0 O TABLE R AT RAFTER TO RIDGE CONNECTION @ EACH 1.1 w ER AND INSULATION INSTALLATION � Q AIR BARRIER FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP < FOR NOTED COLLAR/CLG TIE- 3 ad COMMON NAILS @ EA. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA d Z O w U 0 A continuous air barrier shah be Installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cul to Ifil,or the building envelope a sealing material, narrow cavities shall be filled by insulellion 12 Narrow cavities -�SIMPSON STRONGTIE General requirements The exterior thermal envelope contains a that on Installation readily cordortns to the Z continuous air barrier. ALTERNATE H7Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. @ 16"O.C. Breaks or joints in the air barriershall be available cavity space. p w sealed. Air sealing shalt be provided between the COLLAR TIE Garage separation � �� garage and conditioned spaces. --I FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP The air barrier in any dropped ceiling/soffit The insulation In any dropped ceiling/soffit m o shall be aligned with the insulation and any shall be aligned with the air barrier. •• FOR TOENAILING- 5 8 d COMMON NAILS gaps in the air barrier shall be sealed. O 0 Recessed light fixtures installed in the building Recessed light fixtures installed in the Ibuilding FOR C.J.TO R.R.- 11 16 d COMMON NAILS(FOR 5 PITCH) Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC ALTERNATE 9 J6 d COMMON NAILS(FOR 8 PITCH) USE A MINIMUM OF Access openings,drop down stairs or knee CEILING TIE FOR CLOF EA.PLATE TO PLATFORM ABOVE- 1 16 d COMMON NAILS @ 16"O.C. drywall. rated. TWO 8d NAILS THIS wall doors to unconditioned attic spaces shall be sealed. W w SIDE OF TRUSS. Batt insulation shall be cut neatly to fit TOTAL 4-8d NAILS O The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing In exterior walls, N • Plumbing and wldn9 or insulation that on installation readily N N shall be sealed. walls shall be insulated by completely filling INTO TRUSS• conforms to available space shall extend J The junction of the lop plate and the top of the cavity with a material having a thermal exterior walls shall be sealed. resistance of R-3 per Inch minimum, behind piping and wiring. AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. I j Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed et exterior walls Eztarior walls adjacent to showers andl tubs Z � � (ONLY APPLICIABLEFOR TWO STORY CONFIGURATIONS): walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shallbeinsulaled. l and continuous alignment with the air barrier, them from the showers and tubs. Ln 00 d COMMON NAILS EA.END OF STRAP O FOR STRAP- 3 � @ Fj The space between window/door and FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO The air ba r commll is Installed behind w Windows.skylights and doors naming,and skylights and framing shah be Elaut ceVphone box on exterior electrical or communication boxes or 04 (V ALTERNATE PLATFORM BELOW- J JJd COMMON NAILS @ 16"O.C. sealed. • air�ealed boxes shall be installed. CONFIGURATION Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate bullding 2-8d NAILS Rim joists HVAC register boots thermal envelope shall be sealed to the INTO PLATES subfloor or drywall. SEAL 8-8d NAILS The air barrier shall be Installed at any Floor framing cavity Insulation shall be i ED ARC AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION @ 16"O.C. INTO STUD Simpson Strong-Tie exposed edge of insulation. installed to maintain permanent contactwth when required to be sealed,concealed fire 5� H7 Z the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner N•K Floors(including above garage and naming cavity insulation shall be permitted that is recommended by the manufacturer. FOR STRAP- 3 8d COMMON NAILS @EA.END OF STRAP to be In contact with the top side of Concealed Caulking or other adhesive sealants shall not FOR CLOF EA.PLATE TO PLATFORM BELOW- cantilevered floors) P' 9 Q sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler � p RAFTER TIE DETAIL the underside of Floor naming and extends cover plates and walls or ceilings 1 16 d COMMON NAILS @ 16"O.C. nom the bosom to the top of all perimeter � g floor framing members. d Simpson Strong-Tie H7 Z NTS. Exposed earth in an unvented crawl space Where provided Instead of floor Insulation, -r a "SIMPSON"LTP4 with ovaria m joints taped. Duct shafts,utility penetrations,and flue Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned -9 0 2 9 A(j 5 Q) pp g j the crawls oe walls. space shall be sealed. T al (OR EQUAL) F 4F NEW AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION a SLAB ON GRADE APPLICATION: @ 32"O.C. FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP00 ° FOR C PF EA.PLATE TO PLATFORM BELOW- J 16d COMMON NAILSL 00� � @ 32"O.C. M t\ p u3 U3 I IC,4 00 Y * TYPICAL SECTION* DETAILS U I I N 0w L L_NO NOTCHES I PERM DI6 MAX. ITTED I to co c0 I I � D/6 MAX. NAILING 8c STRAPPING @ EXTERIOR WINDOW/DOOR HEADER Y TABLE R301.2.1.2Y 0 o � Q FLOOR JOIST-CENTER CUT } 3 } WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE NOTE DA MAX. Z 3 w FOR WOOD STRUCTURAL PANELS a,b,c,d ALL SiTAIRS, HANDRAILS& Ow = z RAILIINGS SHALL COMPLY Z W/RCNYS SEC. R-311 D w - FASTENING SCHEDULE B TOP PLATES a W �- FASTENER SPACING (INCHES)O" ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS Q D/3 MAX. FASTENER 4 FEET < 6 FEET < A [IN ACCORDANCE WITH WOOD FRAME Z = W TYPE PANEL SPAN PANEL SPAN PANEL SPAN CONSTRUCTION MANUAL 2001 EDITIONI BORED HOLE MAX. O U W O K4 FEET S 6 FEET T s 8 FDIA.40 PERCENT O Lo NOTATION OF STUD DEPTH 4- No. 8 W00[) SCREW BASED D ROUGH A B C D E F MAX.D FROM U J ANCHOR WITH 2-INCH 16 10 8 OPNS SUPPORT FLOOR JOIST END CUTS EMBEDMENT LENGTH B E z 2'-0" 2 1-2"X 4" 1 1 1 1 Q No. 10 WOCO SCREW BASED c 4'-0" 4 1-2"X4" 2 2 2 2 Q 518"MIN.TO EDGE ANCHOR WITH 2-INCH 16 12 9 z J HARDWOOD OR STEEL HANDRAIL o 518"MIN.TO EDGE D 2-2"X4" U W/1 1/2"MIN. FINGER CLR.AND NOT EMBEDMENT LENGTH V-0" 6 -OR- 3 3 3 3 F 1.2"X 6^ ; TO PROJECT MORE THAN 4.5" NOTCH MUST NOT Dl3 MAX. Z U Y -INCH U1G SCEW BASED 2-2"X 4" to O EXCEED 25%OF O ___I Q ANCHOR WITH 2-INCH 16 16 16 8 0" a 1-2"X6" 3 3 3 3 Q of w FROM THE WALL. STUD DEPTH J cccc EMBEDMENT LENGTH 10'-0" 10 2-2"X 6" 4 4 4 4 = R BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% 0 0- LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE 0 12'-0" 12 2-2"X6" 5 4 5 4 . SECTION OF CUT OR NOTCH IN V/// DOUBLED AND NO MORE THAN TWO RAFTER CEILING JOISTS Q LJJ O SECCESSIVE STUDS ARE DOUBLED (� ° d° co STUD AND SO BORED z w a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 9WOOD STRINGER, b.Fasteners shall be installed at opposite ends of the wood structural panel. TREADS, c.Nails shall be 10d common or 12d box nails. ° ° JACKS&KINGS M IREADS,&RISERS D/3 MAX. O d.Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER z w attached utilizirg vibration-resistant anchors having a minimum ultimate ° SILL PLATE NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. (~ LQ withdrawal cap 3city of 490 pounds. 1 1/4"NOSING DRILLING AND NOTCHING DETAIL O UJ CHAPTER.3BUILDING PLANNING NOTATION: 2IN.MIN.FROM TOP I l A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) OF STUDS AND BOTTOM OF JOIST U SECTION R301 DESIGN CRITERIA **MINIMUM WIDTH OF STAIRS TO BET-O" PIPE OR CONDUIT w Z lw- z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%a"AND A MAXIMUM SPAN B•NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3238,P.193) OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLES 323C,P.193) D(ACTUAL DEPTH) O Lv W O W Q PANELS SHALT_BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STAIR DETAIL a- z Q ~ C 100 PROVIDED.ATTACHMENTS SHALL BE PROVDE IN ACCORDANCE WITH TABLE R301.2.12 OR SHALL @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E•NUMBER OF JACK STUDS @EA.END OFHEADERS(TABLES 322F,P.191)ASSUME DBL.HDR. N.T.S. CUTTING DRILLING AND NOTCHING DETAIL DWG NO WITH THE PROVISIONS OF THE 2015 I.R.C. F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) OF JOI STS @ BA EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.157)&(TABLE 6A PAGE 316) Re t copy f h°om� ln, viewed doeuments f Find Te Agip,File# 7 f 2�1