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HomeMy WebLinkAbout42324-Z }'�S�FfnLkcr°� Town of Southold '9 01 o 2/3/2020 `„ P.O.Box 1179 m 4 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41032 Date: 2/3/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3450 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-6-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/19/2018 pursuant to which Building Permit No. 42324 dated 1/24/2018 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Collins,Thomas&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42324 7-16-18/10-7-19 PLUMBERS CERTIFICATION DATED 12-26-19 LjkNBugdin ,�414rizecY Si nature t 1 �vrFo��r TOWN OF SOUTHOLD cdGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE ¢y • R SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42324 Date: 1/24/2018 Permission is hereby granted to: Collins, Thomas 77-11 35th Ave Jackson Heights, NY 11372 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3450 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-27 .i Pursuant to application dated 1/19/2018 and approved by the Building Inspector. To expire on 7/26/2019. Fees: I j SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $472.80 CO -ADDITION TO DWELLING $50.00 Total: $522.80 Building Inspector i 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: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 147 /4 New Construction: Old or Pre-existing Building: (check one) I Location of Property: . House No. Street Hamlet Owner or Owners of Property: Ca v\ 1 ' hS Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:�� (check one) Fee Submitted:$ pplicant Signature I, SO(/j�Q! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(aD-town.Southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Collins Address: 3450 Great Peconic Bay Blvd. city;Laurel St: New York zip: 11948 Building Permit#: 42324 Section: 128 Block: 6 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: High Tech Electric License No: 41618-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel 1-60A A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 1- Range Hood, 1- Bath Fan, 4- Under Cabinet Lights, 3- Combination Smoke/Co Detectors, 3-ARC Fault Circuit Breakers. Notes Inspector Signature: Date: July 16, 2018 0-Cert Electrical Compliance Form.xls ®s`®`QF s Town Hall Annex h ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.deviinCcD-town.southold.ny.us Southold,NY 11971-0959 .e° • �® ®lyMUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Thomas Collins i Address: 3450 Great Peconic Bay Blvd. city:Laurel st: NY zip: 11948 Building Permit# 42324 Section- 128 Block: 6 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE II Fntractor: DBA. Hi-Tec of New York License No: 41618-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 13 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Pumps Transformer Appliances W/D Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 17 Bath Exhaust Far Exit Fixtures Combo SD/CO 1 Other Equipment Notes. I Inspector Signature: Date: October 7, 2019 S.Devlin-Cert Electrical Compliance Form.xls l Town Hall Annexe Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 Ql BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN - 2 2020 -'2 R CERTIF'ICATI-ON Date: i a3 a Building Permit No. _ I Owner: -rO M (Please print) 1 Plumber• U ; 9J � 1 (PI ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% ; lead. (Plumbers Signature) Sworn to before me this day of , 20� ` WELANIE V BROWN t Notary Public,State of New York No.01BR4908712 Qualified in Suffolk County Commission Expires October 19, Notary Public, _���G�County I i I I 'I L��j ® OFSo(/l,�,ol ti o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FdUNDATION 2ND [ ] INSULATION [ F .MNWG4=8TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE !VIOLATION [ ] CAULKING REMARKS: 1S" DATE INSPECTOR A U Af Dk 5f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL [-]�zFIFtEPLXCIE-&dHIMN-EY FIR-E�SAFETY__I NSPE CTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION %-A rj ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SO(/1,�, coulfr10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL - [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1ft 0 "ob 6Ae&kz uJ �i DATE S INSPECTOR ` v15 SOF SOUL N o a holy 0 NT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ FOUNDATION 1ST [ ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL - [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTFINAL) REMARKS: fD f _7 � YII" h► AA1, 0 ofYQi Q DATE ZJ g INSPECTOR pF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION i36-z4 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oo-— DATE /Z INSPECTOR , SOF so �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. comm" , 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ , ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: , AA b W DATE INSPECTOR �� O�aOF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d DATE INSPECTOR SOF SOUTH # TOWN OF SOUTHOLD BUILDING DEPT. IOU765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6) 4a OD DATE 4hJ,1INSPECTOR of SOUTy�6 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPECTION q [ ] FOUNDATION 1ST [ ] ROUGH PLBG. L [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] C DE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR v �� afjf 50(/l # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 - INSPECTION 65-18021NSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Oj�sZ DATE 10 1 INSPECTOR Of SOGIyo� ? # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION n , [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i'o ✓ �� 7 DATE INSPECTOR . 1,5V� � o�"OE SOGIy� - # # TOWN 'OF SOUTHOLD BUILDING'DEPT. �o • �o �ycouxn 765-1802 INSPECTION- _ = [ ] FOUNDATION 1ST. [ ] RO GH PLBG. " [ . ]=FOUNDATION 2ND [ - ] 1 SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL FIREPLACE & CHIMNEY, [ LL] FIRE SAFETY INSPECTION z [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL ENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6'ek "IV o V\ awrkvc%� �_m �;u C vp DATE lv 0 INSPECTOR Yt"Wa� , 3a� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY.- [ ] FIRE SAFETY INSPECTION [ ] ' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3[ �o INSPECTOR IFIELD y,mil INSPECTION • • • � rkplyk ► • • FOUNDATION (2ND) WMI ROUGH FRAMING& PLUMBING r , �f Men, J INSULATION PER N. Y. STATE ENERGY CODE WIN 91 , r ����. ADDITIONAL CMMENTS . J F 7 n r WT ,, l ... ���i_ d �! J � 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 /Ji Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form PP Contact: Approved L ,20� Mail to: Disapproved a/c 5y 0 Phone: Expiration ,20 D PT�l LJ D it spector JV JAN 1 9 P 201 LICATION FOR BUILDING PERMIT Ta-1),"_�:.`i. .Z' a �, Date ` 7 ! , 20 :_o TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. n (Signature of applicant or name,if a corporation) 1 y I aj,lie dk (Mailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C6 V-A Name of owner of premises (As on e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer e- f � w (Name and title of c orate officer) Builders License No. " Plumbers License No. l-70(— Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _ House Number Street Hamlet r County Tax Map No. 1000 Section 1 Block Lot ' J Subdivision Filed Map No. Lot I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.' Existing use and occupancy ; to g— vti b. Intended use and occupancy I � ` 3. N ture of work (check which applicable): New Building Addition Y-,, Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost `j©&� )L3 nc- Fee I (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 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,Q_� ��� Ream Depth q Heights Number of Stories , Dimensions of same structure with alterations or additions: Front �� __ _ _ Rear_ Depth ��-6 tc Height t[^ b t Number,of Stories 8. Dimensions of entire►new construction: Front `�6 t ` Rear (�'�4 1\ Depth �' ;►t Height Number of Stories 9. Size of lot: Front Rear • ���Depth ©1 10. Date of Purchase Name of Former OwnerlUre� _ 11. pone or use district in which premises are situated I 12. Does proposed construction viola e 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 lv 14. Names of Owner of premises b,44 L t�25 Addresses yf�,/r/c/Phone No. A � -- Name of Architect Address Phone No Name of Contractorta:�jxd (<,�5-rr���la v\ Address 7 P ,�v a,, /,c—­ Phone No(1 t� '}9 - �f36 jj Ck Y 0":,f—z— 5(—yj I cle 9-Y 15 a.1 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 * Ib; 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 * Ike YES, PROVIDE A COPY. STALE OF NEW YORK) SS: CO>.,NTY OF ) e— C�"//_ being duly sworn, deposes and says that(s)he is the applicant (Nat e of individual signing contract) above named, (S)H'e is the tel` (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swoto before day of me thisILA u , k 7H ANN VILLANADA Notary Pubic-state of New York 0 01VI6185122 Notary Public oualitied in Nassau county PP Signature of Applicant My Commission Expires Apr 14, 2020 g SCOI.I. A. Russell �aoSUFFgycb� �J�(������C��1V,A\���E�� SUPERVISOR = AMA1�A(G►JE�uJ[JE1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYOM< 11971 'fly�O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ElA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E C:. Site preparation on slopes which exceed 10 feet vertical rise to � 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignatur-c�-Contact-Infoxmation,-Dat"-County-Tax-Map-Number!Chapter-236-does.not-apply-toyouur-pro ect If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property her,Design Prof 1,Agent.Contra tor, tlfrl S'C'T'M' /#�' 0 / Date- NAME. � /--- �/NAME. ---J �Set (P,�,i Block Lot i':)(1 �il!?L!il\v D�_�-.i?l' :'t !�"Il_ G,`1 Contact Information Reviewed By. nv_ — — — — — — — — — — — — — — — — — — Date. Pro ert Address / Location of Con' ruction Work- — — — — — — — — — — — — — — — — ® I ,..�/ Approved for proce�sing Building Permtt V Stormwater Management Control Plan Not Required ` t�AAAj F] Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM z SNICP - TOS MAY 2014 UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD To Hall Annex- 54375 Main Road - PO Box 1179 APR 2 9 2019 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 6, roper.riche rtAtown.southold.ny.us TOWN OF SOUTILU"h" APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 2�t Company Name:Name: �Iwmchec, License No.: email: Address: )1-4 e455A V CA, Phone No.. Gae6= I �J7G l JOB SITE INFORMATION: (All Information Required) Name: c l/I j'tz10 2 Address: 3 y Cross Street: ,q Y-e- Phone No.: ./- 17/ -7 `�/" Z 2 • Bldg.Permit#: 142.3 2 email: Tax Map District: 1000 Section: 723 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?: & I NO Issued On Temp Information: (All information required) Service Size 1 3 Ph Size: �_A # Meters / Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - UndergroundOverhea # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: l� E�c� L e� wLt r e, PAYMENT DUE WITH APPLICATION -elmad_te� PVJ Vl 82-Request for Inspection Form.xls `� �0 J �g*JfFOL/(�o BUILDING DEPARTMENT-Electrical Inspector _- TOWN_OF SOUTHOLD . y • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (63765-1802-FAX (631) 765-9502 Temporary Certificate # 5?� Date X101FjL 29 2019 Customer Name / C�J�-, ��� � Electrician Name Address '3456 (5' r✓-C'b�U� Lb7� Phone e-mail L1}[-112 e-mailAXA G f 'Gl�I I�G�r �'�16i1�t Phone License# Size UN> A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this_installation is complete,the town will conduct a premises inspection of the service equipment. This veritic ion is valid for 90 days m bove. Authorized by New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0. *7r ^^A A A A 264731679 EAST END CONSTRUCTION& RENOVATION CORP •� 7 BRIAR CIRCLE WEST SAYVILLE NY 11796 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER EAST END CONSTRUCTION& TOWN OF SOUTHHOLD RENOVATION CORP TOWN HALL ANNEX 7 BRIAR CIRCLE 54375 ROUTE 25 WEST SAYVILLE NY 11796 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12373130-0 119897 10/07/2017 TO 10/07/2018 712/19/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2373130-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT BEN BERKOWITZ EAST END CONSTRUCTION& RENOVATION CORP-A 1 PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. I NEW YORK STATE INSURANCE FUND I DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:713525260 U-26.3 Workers' CERTIFICATE OF INSURANCE COVERAGE STATNEWE C+ornpettsation UNDER THE NYS DISABILITY BENEFITS LAVH Board PART 1 To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier j la.Legal Name and Address of Insured(Use street address only) 1 b.Business Telephone Number of Insured BEN BERKOWITZ DBA BEN'S GENERAL CONTRACTING 917-416-4368 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7 BRIAR WEST CIRCLE WEST SAYVILLE, NY 11796 1d Federal Employer Identification Number of Insured or Social Security Number 105720144 2 Name and Address of the Entity requesting Proof of Coverage 3a Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 3b Policy Number of Entity listed in box"la". TOWN HALL ANNEX DBL510920 54375 ROUTE 25 3c Policy effective period SOUTHOLD, NY 11971 08/02/2017 to 08/01/2018 4.Policy covers• a ® All of the employer's employees eligible under the New York Disability Benefits Law b. El Only the following class or classes of the employer's employees Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above Date signed 12/20/2017 By (Wa U�� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-1201 Insurance brokers are NOT authorized to issue this form DB-1201 (9-15) i o New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 ,I CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ,I ^AAAA^ 264731679 i EAST END CONSTRUCTION& RENOVATION CORP 7 BRIAR CIRCLE WEST SAYVILLE NY 11796 0h . Scan to Validate POLICYHOLDER CERTIFICATE HOLDER I EAST END CONSTRUCTION& TOWN OF SOUTHHOLD RENOVATION CORP TOWN HALL ANNEX 7 BRIAR CIRCLE 54375 ROUTE 25 WEST SAYVILLE NY 11796 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12373130-0 119897 10/07/2017 TO 10/07/2018 12/19/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2373130-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE I INSURED CORPORATION. PRESIDENT BEN BERKOWITZ EAST END CONSTRUCTION& RENOVATION CORP-A 1 PERSON CORP j THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. I NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:713525260 U-26.3 REScheck Software Version 4.06.3 °v Compliance Certificate Project Collins 2nd Floor Addtion �� �'D�(,20'Q,f, � m � Energy Code: 2015 IECCLU f Location: Southold, New York > llu Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) t�®A 06373 Permit Date: %PEsg�®� Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3450 Peconic Bay Blvd Mr.&Mrs.Collins Brian Collins Collins Laurel, NY 11948 3450 Peconic Bay Blvd Brian F. Collins PE,PC Laurel, NY 11948 59 Willow Street Garden City,NY 11530 (914)447-3769 BrianCollinsPE@aol.com Compliance: 5.6%Better Than Code Al Maximum UA: 54 Your UA: 51 Maximum SHGC: 0.40 Your SHGC: 0.31 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 6rosg Area,— cavity" c6fit. Assembly "Or U or Ceiling 1: Flat Ceiling or Scissor Truss 431 30.0 0.0 0.035 15 Ceiling 2: Flat Ceiling or Scissor Truss 132 25.0 0.0 0.040 5 Wall 1:Wood Frame, 16" o.c. 154 19.0 5.0 0.045 7 Window 1:Wood Frame:Double Pane with Low-E 6 0.280 2 SHGC: 0.31 Wall 2:Wood Frame, 16" o.c. 205 19.0 5.0 0.045 9 Window 2:Wood Frame:Double Pane with Low-E 12 0.280 3 SHGC: 0.31 Wall 3:Wood Frame, 16" o.c. 154 19.0 5.0 0.045 6 Window 3:Wood Frame:Double Pane with Low-E 14 0.280 4 SHGC: 0.31 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 4.6.3 and to comply with the mandatory requirements listeV.9 the REScheck Inspection Checklist. Name-Title signature Date Project Title: Collins 2nd Floor Addtion Report date: 04/11/19 Data filename: CA Users\Brian_2\Desktop\2019\Tommy's House\RESCheck for Laurel House.rck Pagel of 1 I SURVEY OF PROPERTY ❑ ERTY JOB # 16-265—S❑ LOCATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NY \� SIC,T,M,I 1000-128-6-27 CERTIFIED TO: 0,� TOM COLLINS ��cv NAVY FEDERAL CREDIT UNION &/OR THE SECRETARY OF VETERAIN AFFAIRS ,o ABSTRACTS, INC, FIDELITY NATIONAL TITLE INSURbNCE CO. 60�`` s'• Op'� �w �` GO o`� 1.4'E r� 00�. i N ITE sz, III o „L !IYr) 'fir• ^\\� �� �--1 � I 211:i' I• GAR o�4� V � /O z 9• rave J N I Ir. N O o > D 1.2'E S�6' W y x zalolcv s WLL E HW50 N 1--I FP S ENCL. • 2441, COL. roc.v� - a V Cly UT U� N �.i' ,ss It (TYP) •(J.Yi mu ril_rvuil C21^� I �i 1M1'Df,ODECK s- Ifi-Ivy /\J 20.3, .9. ' o N N J � > ASPHALTGAR � 0 00 DWY i 20.3' 6 ' 10 4' 25.4' 32.18' Oaf` "h��\•��/ �11,fi 3 1ST. r y Z cn 2 STORY = DWELL #3450 c O 25.41 ' n. 24.40, ENCL ," n z N ` PORCH a N C-) w °6.2'. 15.6' M i O iv n' O F z . - MULTI-LEVEL 'r?� N WOOD DECK �, cV 18.49, 5.7 ' 19.8' op p C/) ALL STRUCTURES, EASEMENTS, OR UNDERGROUND UTILITIES ONOT SHOWN ARE NOT GUARANTEED o THE OFFSETS OR DIMENSIONS SHOWN �cd HEREON FROM THE STRUCTURES TO m THE PROPERTY LINE ARE FOR A SPECIFIC PURPOSE AND USE, AND THEREFORE ARE ~- ED TOGUIDE THE OF FENCESOT , RETAINING RETAAINING WALLS, POOLS,N i PATIOS, PLANTING AREAS, ADDITIONS TO ANY BUILDINGS OR ANY OTHER CONSTRUCTION I I a i r'I M T UNAUTHORIZED ALTERATION OR ADDITION TO TI IIS SURVEY IS A VIDLATION OF SECTION 7209 OF THE NEW YORK STATE \ �l EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING AQ `,Q� PREPARED BYI \ THE LAND SURVEYORS INKED SEAL OR vY ".J EMBOSSED SEAL SHALL NOT BE CONSIDERED DONALD L. MALM, JR TO BE VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN LAND SURVEYOR ,�'�'"3 I ONLY TO THE PERSON FOR WHOM THE SURVEY TITLE COMPANY, GOVERNMENTAG� 61 NASSAU AVE ` TI PREPARED, AND ON HIS BEHALF AGENCY N THE TIL ANC E Y AND m NTOLE LENDINGNST- NII �~ 631-581-0003 I S L I P, NY 11751 4 4Z� TO THE ASSIGNEES [IFTH TU TION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITIONS OR SUBSEQUENT � �,�`� ��� OWNERS S6j S 079, SCALEI V= 20' ssc°, 302„ DATEI SEPTI 12, 2016 TABLE 3. 10 ROOF SHEATHING ATTACHMENT REQUIREMENTS i FOR WIND LOADS-EXPOSURE B TABLE R 301 . 2 I - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES - ELITE DRAfTING i" ¢ F_ GROUND SEISMIC SUBJECT TO DAMAGE FROM B WIND DESIGN WINTER ICE BARRIER AlAIR MEAN '�... .- THREE SECOND GUST Ss 90 100 I 10 120 I 130 140 IsoSNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL NOME DE51GN5 INC I . THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE WIND SPEED (mph) SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE FROST LINE TEMP REQUIRED HAZARDS INDEX TEMP PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT LOAD CATEGORY WEATHERING TERMITE BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, ALL (MPH) EFFECTS REGION DEBRIS ZONE DEPTH STRUCTURAL SHE4THING I SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND APPROPRIATELY MODERATE 6 3 1 -455- 1 64 2 OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, E I F E I F E I F I E I F I E I F E I F 11 E I F E I F 20 130 YES NO I MILE B SEVERE 3'-0" TO HEAVY I I of YES NO 452 52.7°F AND ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT SHEATHING RAFTER/TKU55 SPACING REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. LOCATIONS (INCHES, O.C.) MAXIMUM NAIL SPACING FOR 8D COMMON NAILS I OD BOX NAI[S(INCHES, O.C.)3 BRIAN COLLIN5 , P . E . 2. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN 1 ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE 1 6 6 1 2 6 1 2 6 1 2 6 1 2 6 1 2 1 12 6 12 6 12 6 12 b 12 6 12 6 6 1 2 1 6 1 2 6 1 2 2 6 12 6 12 50 WILLOW STREET DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS INTERIOR ZONE 19.2 G 12 G 12 6 12 6 12 G 1 2 6 1 2 G 12 G 1 22 (C) SIGNS SHALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT UTILIZE TRUSS TYPE GARDEN CITY, NY, 1 30 OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN 24 G 12 G 12 6 12 G 12 6 12 I G 12 16 12' G 122 CONSTRUCTION AND IN EXISTING THE TIME REQUIRED BY GUARANTEES SHALL REPLACED BY WORK BUILDINGS WHERE AN ADDITION THAT EXTENDS OR INCREASES THE FLOOR AREA OF THE TEL:(5 I G)74 1 -0053 CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER 12 6 12 6 12 6 12 G 122 6 i 22 G 122 6 6 6 6 REFLECTIVE WHITE PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF PERIMETER EDGE ZONE 2 2 I I 3 3 BUILDING UTILIZES TRUSS TYPE CONSTRUCTION. SIGN SHALL BE AFFIXED PRIOR TO THE FAX:(5 I G)741 -0053 1 6 G 1 2 G 1 2 6 1 2 G 1 2 G 6 6 6 G 6 6 6 DEFECTIVE WORK OR IMPROPER MATERIALS. 19.2 6 122 G 122 6 122 b G. 6 6 I 63 6' 1 63 63 44 44 ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. REFLECTIVE PANTONE # 187 24 6 122 G 122 G. G 63 63 63 63 63 63 44 44 44 44 3. PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING (D) SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE 6 THE CONSTRUCTION TYPE DEMOLITION AND/OR CONSTRUCTION. FIREPROOF AS REQUIRED BY CODE GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCK 6 6 63 63 63 63 63 63 4 4 44 44 - - - - 9 3 3 3 3 3 INCHES ( I 5.4 MM) IN DIAMETER, WITH A STROKE WIDTH OF Yz INCH ( 1 2.7 MM). THE SIGN CLA551FICATION OF THE ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE GABLE ENDWALL RAKE OR RAKE TRU55 W/O RAKE OVERHANG 6 G 6 6 6 6 6 6 6 G 6 6 6 6 b G BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE STRUCTURE UNDER IBC "t ` DOCUMENTS. REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM ( PMS ) #187. WHERE SECTION G02 "� l 4. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF BOARD SHEATHING A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING 6"DIAMETER CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION DOCUMENTS SHALL STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF BE INDICATED TO SCALE, IN CONTRASTING INK ON THE DRAWINGS FOR ALL SHEATHING SIZE RAFTER/rRUS5 SPACING MINIMUM NUMBER OF 80 COMMON NAILS STURDY, NON-FADING, WEATHER RESISTANT MATERIAL. RUNS OF MECHANICAL, SPRINKLER, PLUM131NG AND ELECTRICAL WORK; (INCHES, O.C.) L OR 1 OD BOX NAILS PER SUPPORT J INCLUDING SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. -- UPON COMPLETION OF THE PROJECT THE ARCHITECT WILL PROVIDE THE (E) SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONTAIN THE ROMAN I xG OR I x8 SHEATHING 12-19.2 2 2 2 2 2 1 2 1 2 2 ALPHANUMERIC DESIGNATION OF THE CONSTRUCTION TYPE OF THE BUILDING, IN ACCORDANCE r' CONTRACTOR W/A REPRODUCIBLE SET Of ORIGINAL DOCUMENTS FOR I x 10 OR LARGER SHEATHING 1 1 2-19.2 3 3 3 3 3 3 3 3 WITH THE PROVISIONS FOR THE CLASSIFICATION OF TYPES OF CONSTRUCTION SET FORTH IN $Ion"reY'door "A5-BUILT" DOCUMENTATION. THIS SET SHALL BE CONSPICUOUSLY MARKED "A5-BUILT5"AND DELIVERED TO THE ARCHITECT. - - SECTION G02 OF THE BUILDING CODE OF NEW YORK STATE ( SEE 19 NYCRR PART 1 22 1 ), AND and ductwork E - NAIL SPACING AT PANEL EDGES(IN.) AN ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPONENTS THAT ARE OF TRU55 5. IT 15 INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL CONSTRUCTION, AS FOLLOWS: "F" SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND testing required. ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT FIELD (IN.) BEAMS "R" SHALL MEAN ROOF FRAMING "FR" SHALL MEAN FLOOR AND ROOF FRAMING. THE BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE TWELVE O' CLOCK POSITION OVER IMPLIED BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED. gITACHULNI-EEUIPME1�51qLLj3F�l S - - - - - - - - - - - - - - - - - - - - - _ - - - - - r2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU5S FRAMING MEMBERS WITH G >_ 0.49. FOR FRAMING MEMBERS WITH 0.4271 I THE STRUCTURAL COMPONENT DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O' CLOCK G, SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, G < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.0 POSITION, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL 13. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU5S FRAMING MEMBERS WITH G >_ 0.49. FOR FRAMING MEMBERS WITH 0.42 <_ G 1 Must provide Manuals EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. < (F) SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL BE AFFIXED IN THE P� ANY OTHER PROVISIONS OF THE CONTRACT. 4. TABULATED 4 INCH O.C. NAIL SPACING 5UE5HE ASMSATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G _ 0.49. FOR FRAMING MEMBERS WITH 0.42 _ G LOCATIONS SPECIFIED IN TABLE I-1264. Df J csnCr '�'- " < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 7. THROUGHOUT THE DURATION OF THE PROJECT REFRAIN FROM ACTIONS 5. TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B. 14YS r",,noca r Code THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY TABLE I-1 264 TRUSS IDENTIFICATION SIGN LOCATIONS 1/2, SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, EQUIPMENT STROKE OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER GOVERNING SIGN LOCATION SIGN PLACEMENT LAWS AND REGULATIONS UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN e BE SHOWN. APPROVAL FOR PAYMENT SHALL BE CONTINGENT UPON THE EXTERIOR BUILDING ENTRANCE ATTACHED TO THE DOOR, OR ATTACHED TO A SIDELIGHT r r TABLE 8301 .5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADS U)CONTRACTORS OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED DOORS, EXTERIOR EXIT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. (IN POUNDS PER SQUARE FOOT) LIVE LOAD DISCHARGE DOORS, AND INCHES ( 305 MM ) HORIZONTALLY FROM THE LATCH z BUILDING EXTERIOR ROOF ACCESS DOORS SIDE OF THE DOOR JAMB, AND NOT LESS THAN 42 INCHES STANDARDS AND CODES 8. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT EXTERIOR BALCONIES 60 TO A STAIRWAY. ( I 067 MM ) NOR MORE THAN 60 INCHES ( 1524 MM) DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND ABOVE THE ADJOINING WALKING SURFACEDESIGNATION FOR STRUCTURAL . CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH COMPONENTS THAT ARE OF CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER DECKS 40 TRUSS TYPE CONSTRUCTION COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM, IN WRITING, TO THE ARCHITECT AND 15 RESPONSIBLE FOR OBTAINING A WRITTEN FIRE ESCAPES 40 EXTERIOR BUILDING ENTRANCE ATTACHED AT EACH END OF THE ROW OF DOORS AND "F" FLOOR FRAMING, INCLUDING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN DOORS, EXTERIOR EXIT A MAXIMUM HORIZONTAL DISTANCE OF 12 FEET ( 3,G5M ) GIRDERS AND BEAMS QUESTION, OR RELATED WORK. DISCHARGE DOORS, AND BETWEEN SIGNS, AND NOT LESS THAN 42 INCHES "R" ROOF FRAMING PASSENGER VEHICLE GARAGES 50 EXTERIOR ROOF ACCE55 DOORS (I OG7 MM ) NOR MORE THAN GO INCHES ( 1 524 MM) "FR" FLOOR AND ROOF FRAMING 9, EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, TO A STAIRWAY. ABOVE THE ADJOINING WALKING SURFACE, STATE, FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND ATTICS WITHOUT STORAGE 10 SAMPLE - TITLE 15 NYCRR PART 12G5.4 REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: UBC, SEISMIC PLACE ENGINEERED WOOD PLACARD ON CODES, NEC, NFPA, ASMC, UMC, LATEST ENFORCED EDITIONS. ATTICS WITH STORAGE 20 FIRE DEPARTMENT HOSE ATTACHED TO THE FACE OF THE BUILDING, NOT MORE THAN 10. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL CONNECTIONS.. 12 INCHES ( 305 MM ) HORIZONTALLY FROM THE CENTER OR ADJACENT TO ELECTRICAL METER BOX. GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN ROOMS OTHER THAN SLEEPING ROOMS 40 LINE OF THE FIRE DEPARTMENT HOSE CONNECTION, AND OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER NOT LESS THAN 42 INCHES ( I OG7 MM ) NOR MORE THAN ALL. SLEEPING ROOMS 30 GO INCHES ( 1 524 MM ) ABOVE THE ADJOINING WALKING SURFACE. 1 1 . CLARIFY ALL DISCREPENCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND STAIRS 40 COMMENCING WORK. GUARDRAILS AND HANDRAILS 200 12. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER 15 SPECIFIED. WHERE THE TERM "OR EQUAL" 15 USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION TABLE R301 .7 - ALLOWABLE DEFLECTION OF SUBMITTED BY THE CONTRACTOR. STRUCTURAL MEMBERS LIVE LOAD 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALLTRADE5 UNDER HIS JURISDICTION, RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO 14. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL FINISHED CEILING ATTACHED TO RAFTERS, U150 COMPENSATION BEYOND THE CONTRACT-AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. INTERIOR WALLS AND PARTITIONS H/180 --i D 15. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT FLOORS AND PLASTERED CEILINGS U3GO SHALL OPERATE QUIETLY AND FREE OF VIBRATION. D I G. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF ALL OTHER STRUCTURAL MEMBERS U240 IdN9 5 v THE CONTRACTOR'S PUNCHLI5T, THE ARCHITECT SHALL PREPARE A PUNCH-LIST OF CORRECTIONS, UNSATISFACTORY AND/OR INCOMPLETE EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/3G0 r - WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR AGREEMENT. EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES U240 TONVY of SOU-ia,�..� 17, ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHESTQUALITY SCOPE OF WORK: EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES U12o IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTUR'D MATERIALS NEW 2ND FLOOR ADDITION AREA O� S ECO N D AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS, U.O.N.RS SHALL PURCHASE AND MAINTAIN /r,^� 18. CERTIFIICA CERTIFICATIONS INSURANR AND CE WITH ROES PECT TO WORKERS COMPENSATION, �+J f LOOK ADDITION LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE �O� 230�0Q1 N 1229'20" W p PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING, V 155Ue De5cri tion Date AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. ^ n 19. COORDINATE ALL WORK WITH BUILDING OWNER 50 AS NOT TO, DISTURB OR O Q , CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. INTERFERENCE WITH Q �"i r PROJECT NORMAL BUILDING OPERATIONS INTERFERENCE WITH NORMAL BUILDING DNOa S ZK ^ OPERATIONS BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE Iz*zz a �' IV e OF ELEVATOR AND LOADING DOCK FOR DELIVERIES, HANDLING OF MATERIALS, 7 c EQUIPMENT, AND DEBRIS. 00 If7 CO LLI N 5 RE51 D E N C E 20. VERIFY IN THE FIELD, THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT O THE LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, s Oi 0y 0 LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT(TO INCLUDE ALL REQUIRED o�0 ,/ - d n N d N N �o ` PROPOSE D PIPING, DUCTWORK AND CONDUIT)AND THAT ALL REQUIRED CLEARANCES FOR �` INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. SECOND FLOOR ADDITION 10 d r - cn w cn � cn cn ►-� �,g 2 I . PROVIDE PROTECTION TO ALL EXISTING FIIJISHES IN ALL SPACES WITHIN OR OO 16 �j� (n O ~] FP d ADJACENT TO THE SCOPE OF WORK AND THE TENANT'S SPACE, THE �� - x CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSED BY HIM OR HIS � � M � r � 3450 PECO N I C BAY BOULEVARD SUBCONTRACTORS. MATCH EXISTING ADJACENT FINISH, ORAS NOTED HEREIN. '�� C'' IL r 22. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH '��� '� �� AFFECT THE SCOPE OF WORK. THIS INCLUDES BUT 15 NOT LIMITED TO �� �N©D HD IfF05 LAUREL, NY UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, O ,G`� 4 �6 ADJOINING SURFACES, '�>� �0V 23. "TYPICAL" OR"TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS U.O.N. I i F O 00 GENERAL NOTES , 24. "SIMILAR"OR"SIM," MEANS COMPARABLE:CHARACTERISTICS TO THE CONDITION �� ;91N ICU SITE PLAN NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. `� l0 25. "VERIff OR"VER." MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH •'�' ARCHITECT OR ENGINEER. N � C) � V� 26. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS 01 040/ II _ W w FROM EMANATING FROM CONSTRUCTION AREA. 00 rAT Y�/ SEAL SIGNATURE DATE: 08-13-18 27. ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE A5 BINDING AS IF CALLED FOR BY ALL, FALL WORK 13 Ic*ZZ N SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT SHALL BE O oOl PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. PROJECT No: 2015-15 R.O. T�> ' �O� ,<<G��� .1 DRAWING BY: CD 28. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND vV• QQ O � S UNPUBLISHED WORK OF THE ARCHITECT OR ENGINEER, AND TFE SAME MAY S130 1 BRICK WALL 117.881 O I 11 � 0 � � Qs� , ��'� CHK BY: CD NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRTTEN CONSENT 291611 S 12 32 40 E �� W DWG No: OF THE ARCHITECT OR ENGINEER. R.O.W. !� �b ( w 29. THE ARCHITECT OR ENGINEER HAS NO KNOWLEDGE OF AND ShALL NOT BE HELD ✓ 4, Z LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB 144,39f BRICK W � SITE. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED �ti DURING CONSTRUCTION, OR DEMOLITION, STOP WORK AND CONTACT U637�� � 4 ARCHITECT FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. �, A�®F ^��lpP�• T-00 1 . 00 PLOT PLAN S 00003'24" E 154.05' I SCALE: NTS - 15j BOTTOM OF ALL FOOTINGS SHALL EXTEND BEYOND FROST LINE OF THE THIS PROJECT COMPILES WITH LOCALITY AND MINIMUM 30 BELOW EXISTING GRADE TO UNDISTURBED C.) FOUNDATION : ELITE DRAfTING SOIL OR 501L COMPACTED TO 95% MODIFIED PROCTOR DENSITY HAVING A 1 .) FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS O ALL SUFFOLK COUNTY REQUIREMENTS LOAD CARRYING CAPACITY A5 SPECIFIED IN NOTE 13, AS VERIFIED BY A SOILS SHALL BEAR A MINIMUM OF 1 '-0" INTO ORIGINAL UNDISTURBED 501L AND 2015 INTERNATIONAL RESIDENTIAL CODE ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT 15 BEING BUILT. A MINIMUM OF 48" BELOW FINISHED GRADE. WHERE REQUIRED, STEP HOME DE51GN5 I AND FOOTINGS TO RATIO OF 2 HORIZONTAL TO I VERTICAL. 63 1 -455 - 1 64 2 NYS 2017 UNIFORM CODE SUPPLEMENT IG.) ALL FOUNDATION WALL BACKFILL UNDER 5LAB5 WHERE DISTANCE FROM 5.) GRADE STAMPS SHALL APPEAR ON ALL LUMBER 2015 INTERNATIONAL ENERGY CONSERVATION CODE EDGE OF WALL TO EDGE OF UNDISTURBED 501L EXCEEDS I G" BUT AND LE55 THAN 4'-0" SHALL CON515T OF CLEAN, POROUS, 501L COMPACTED 2.) WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATION5,5UCH G,) STORES ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO BRIAN COLLIN5 , 201 G SUPPLEMENT TO THE: NEW YORK STATE IN G" LAYERS TO 95% MODIFIED PROCTOR DENSITY OR PROVIDE #4 REBAR CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHITECT. ENERGY CONSERVATION CONSTRUCTION CODE AT 2'-0" O.C. P-0" BEYOND EDGE OF UNDISTURBED SOIL AND I'-0" INTO FOUNDATION WALL. 53 WILLOW STREET WOOD FRAME CONSTRUCTION MANUAL FOR 3.) ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICAL. B.) FLITCH BEAMS : GARDEN CITY, NY, 1 1 530 ONE-AND-TWO FAMILY DWELLINGS 2015 EDITION 17.) FREE DRAINING GRANULAR BACKFILL (5M OR BETTER) SHALL BE USED PRIOR TO THE PLACING OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL TEL:(5 16)74 I -0053 AGAINST FOUNDATION WALLS CON515TENT WITH THE ARCHITECTURAL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR TH15 OBSERVATION. THE NATIONAL ELECTRICAL CODE NEPA-70 2014 I .) FLITCH BEAMS SHALL HAVE A MINIMUM Fb- 1500, E-1 .4 WITH MIN. I/2„ F�(:(5 16)74 I -0053 PLANS AND RELATED DETAILS, EQUIVALENT FLUID PRESSURE OF BACK- ALL CONSTRUCTION SUBJECT TO FIELD INSPECTION FILL NOT TO EXCEED 40PCF (POUNDS PER CUBIC FEET). IF BACK- BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND BOTTOM EDGE FILL PRESSURES EXCEED 40 PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL 4.) SOIL INVESTIGATION AND REPORT : ALL EARTH WORK COMPACTION AND UNLESS OTHER WI5E NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM PRESSURES BY A REGISTERED PROFESSIONAL ENGINNER LICENSED IN SUPERVISIONS SHALL BE DONE ACCORDING TO THE RECOMMENDATIONS OF 2" FROM EACH END (SEE TYPICAL FLITCH PLATE BOLT PATTERN DETAIL). DIVISION I : GENERAL REQUIREMENTS : THE LOCALITY WHERE PROJECT 15 BEING BUILT. THE 501L INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON C.) JOIST HANGERS: 1 .) WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 18.) UNBALANCED FILL NOT TO EXCEED 7-0" UNLESS OTHERWISE NOTED A 2,000 PSF VALUE. IF ON-LITE TEST BORING INDICATE LESSER VALUES, A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. BACKFILL SHALL NOTIFIY ARCHITECT, IN WRITING SO THAT NECESSARY STRUCTURAL MODIFICA- ON PLANS OR SPECIFICATIONS, NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED TIONS CAN BE MADE. I .) ALL PURLINS. JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS B. DESIGN CRITERIA IN REGIONS WHERE THE BASIC FLOORS ARE IN PLACE AND HAVE REACHED THEIR DESIGN STRENGTH. SHALL BE SUPPORTED BY MEANS OF METAL HANGERS. WIND SPEEDS EQUAL OR EXCEED 130 MILES PER HOUR PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS 5.) SLAB -ON-GRADE SHALL BE 4" THICK REINFORCED WITH GxG W I .4 x W I .4 WHEN BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, MMF AND SHALL BE PLACED ON G MIL. VAPOR BARRIER ON 4" CRUSHED 2,) J015T HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO SHALL BE DESIGNED IN ACCORDANCE WITH "MINIMUM DESIGN BACKFILL BOTH SIDES SIMULTANEOUSLY. STONE UNLESS OTHERWISE NOTED, A5TM-A52G. MIN. 20 GAUGE. PRODUCTS ACCEPTABLE SHALL BE SIMPSON, LOADS FOR BUILDING AND OTHER STRUCTURES" BY THE AMERICAN SOCIETY' FOR CIVIL ENGINEERS (ASCE 7). 19.) CONTRACTOR IS RESPONSIBLE FOR ALL REMOVAL OF DEBRIS AS PER LOCAL KANT-SAG, OR EQUIVALENT. ORDINANCES t DISPOSE OF LEGALLY OFF SITE. G.) SLAB -ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED, C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 20.) BOLTS IN WOOD FRAMING: 20.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING 7.) ANCHOR BOLTS MUST BE SPACED 3 1 " OR LESS, SEE TABLE 3.2B (WFCM D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR 2015), (B) SHALL BE PROVIDED WITH 3" SQUARE WASHERS, SEE SECTION 1 .) ALL BOLT5 IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH METHODICALLY, THE CONTRACTOR SHALL BE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE 3.2.2.3, (C) SHALL BE INSTALLED G TO 12" FROM CORNERS AND END OF SILL STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS. BOUND TO PERFORM IN STRICT COMPLIANCE BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE PLATES, SEE SECTION 3.2. 1 ,7; WITH MANUFACTUR.ER'5 SPECIFICATIONS AND/OR DRAWINGS, THE CONTRACTOR SHALL CALL THE ARCHITECT FOR CLARIFICATION RECOMMENDATIONS. AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE 2.) STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: PROCEDURE HE SHALL ASSUME ALL RESPONSIBLITY FOR THE CONSEQUENCES 8.) BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A 2.) ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL OF HIS ACTIONS AND/OR DECISIONS. CONTINOU5 LEVEL FLAT SOLID BEARING SURFACE FOR ALL BEAMS WITH A MINIMUM a. I/2" AND 5/8" DIAM. BOLTS - 2- I/4" 5,1. X 5/I G" BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUBCON- BEARING OF 4" TRACTORS. b. 3/4" DIAM. BOLT5-2-5/8" Sq. X 5/1 G". 3.) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE 21 .) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK DIVISION 4: MASONRY DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD CONSULT ARCHITECT TO INSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. 3.) EACH BOLT HOLE IN WOOD SHALL BE DRILLED I/I G" LARGER THAN DIAMETER IN CASE OF QUESTIONS. A.) GENERAL : OF BOLT. 4.) THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE 22.) THE ARCHITECT HAS NOT BEEN RETAINED FOR THE DESIGN OF THE ELECTRICAL, JOB UNLESS OTHERWISE NIOTED OR SHOWN. HEATING, A.C., OR PLUMBING SYSTEMS. CONTRACTOR 15 TO PROVIDE AS PER 1 .) MATERIALS 4.) FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS STATE, COUNTY, AND LOCAL ORDINANCES. 5.) DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS. WHERE IN THE OPINION OF THE CONTRACTOR, A DIS- A) MORTAR SHALL BE TYPE "M" OR "S" A5TM C-270- 84 E.) LAG BOLTS: CREPANCY EXISTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN DIVISION 3: CONCRETE B) HOLLOW CMU SHALL MEET ASTM C-90-75 WRITING BEFORE PROCEEDING WITH THE WOIRK OR HE SHALL BE RE5PON- C) FACE BRICK SHALL MEET ASTM C-2 I G-85 I .) SHALL BE OF STRUCTURAL GRADE STEEL CONFORMING TO ASTM A307. 51BLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. G.) OMISSIONS: ARCHITECTURAL_ DRAWINGS AND SPECIFICATIONS SHALL A.) GENERAL 2.) ALL MASONRY SHALL BE PROTECTED FROM FREEZING FOR NOT LESS THAN 2.) WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLT5 BEARING ON BE CONSIDERED AS PART OF THE CONDITIONS FOR THE WORK. IN 1 .) THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS : 48 HOURS AFTER INSTALLATION AND SHALL NOT BE CONSTRUCTED BELOW WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM 2/3 DEPTH OF MEMBERS THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT 35 DEGREES FAHRENHEIT WITHOUT PRECAUTIONS NECESSARY TO PREVENT BEING BOLTED TOGETHER. FULLY SHOWN ON THE DRAWINGS, CURRENT NATIONAL, STATE AND LOCAL FREEZING. NO ANTIFREEZE ADMIXTURES SHALL BE ADDED TO THE MORTAR. CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ITEM MIN. COMP. STRENGTH ACCEPTABLE BUILDING PRACTISES SHALL GOVERN, AND THEIR CONSTRUC- MIN. AGGREGATE SLUMP F.) ALTERING STRUCTURAL MEMBERS: TION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS @ 28 DAYS (PSI) SIZE 3.) BRICK VENEER SHALL BE ATTACHED TO WOOD FRAME WITH MINIMUM #22 THAT ARE SHOWN OR NOTED. GALVANIZED SHEET GAUGE CORROSION-RESISTIVE CORRUGATED METAL TIES FOOTINGS 3500 Y-1/2 411± I" MIN. 7/8' WIDE AT 1 G" VERTICAL INTERVALS MIN. AND I G" HORIZONTAL 1 .) NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT 7.) THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE SLAB-ON-GRADE 3500 Y- 1/2 4.11+ 1/211 INTERVALS. PROVIDE 150 ASPHALT FELT OVER SHEATHING AS A MOISTURE OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. DO NOT CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES WALLS 3500 Y-1/2BARRIER. PROVIDE DRAINAGE FOR ONE OPEN VERTICAL BRICK JOINT @ ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, IN CONNEC- GARAGE 5LAB5 411± 1 lf 2'-0" O.C.. AT LOWEST COURSE ABOVE FINISHED GRADE, TION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE EXTERIOR SLABS 3500 Y- 1/2 411- W/5" OF THE CLIENT OR N15 CONTRACTORS, SUB-CONTRACTORS, OR ANYONE AIR ENTRAINMENT 4.) ALL MASONRY REQUIRED WORKMANSHIP SHALL CONFORM TO THE APPLICABLE G.) BULLT-UP BEAMS: PERFORMING ANY OF THE WORK TO CARRY OUT THE WORK IN ACCORDANCE REQUIREMENTS OF ACI 530-99, ASCE 5-99, TMS 402-99, ASCE G-99, WITH THE APPROVED CONTRACT DOCUMENT. TMS G02-99 BUILDING CODE REQUIREMENTS � SPECIFICATIONS FOR MASONRY 1 .) BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL 8.) ANY AND ALL DRAWINGS AND 5PECIFICATION5 FOR SITEWORK, PLUMBING 2.) CONCRETE WORK SHALL CONFORM TO ALL REQUIRMENT5 OF AC 1 -3 18-LATE5T EDITION STRUCTURES AND COMMENTARY. BE INTERCONNECTED AS FOLLOWS: SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND HEATING, VENTILATING, AND ASTM C 1 157. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. FIRE/ BURGLERY SYSYTEMS,, CABLE /TELEPHONE, a. MEMBERS 9-1/4" AND LE55 IN DEPTH: GLUE AND FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A 3.) ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS DIVISION 5: METALS. INTERNAIL W/2 ROWS I Gcl AT 32" O.C. STAGGERED PART OF THE PROFESSIONAL SERVICES PROVIDED TO THE CLIENT BY SHALL BE POSITIVELY SECURED IN PLACE AND LOCATED ACCORDING TO ERS GREATER THAN 9-I/4" IN DEPTH OR MULTIPLE THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT, ANY THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS BEFORE CONCRETE A.) GENERAL : b. MEMBERS GLUE AND THROUGH BOLT WITH I/2" DIAMETER DISCREPANCIES WITH THE5F DOCUMENTS BY ANY OF THE ABOVE LISTED 15 PLACED. 1 .) STRUCTURAL STEEL SHALL CONFORM TO THE REQUIRMENT5 OF THE A.I.S.C. SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD BE MANUAL OF STEEL CONSTRUCTION. LATEST EDITION. STRUCTURAL STEEL MACHINE BOLTS AT 24" O.C. STAGGERED. INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. B.) REINFORCING STEEL SHALL CONFORM TO A5TM A-3G-84A. STEEL FOR PIPE COLUMNS SHALL 9.) PRIOR TO APPLICATION FOR BUILDING PERMIT, THE CONTRACTOR WILL BE OF EQUIVALENT CAPACITY AND WELDABILITY TO ASTM A-500. ALL H.) CUTTING OF BEAMS. JOIST AND RAFTERS: FURNISH THE ARCHITECT WITH TWO SETS OF SHOP DRAWINGS OF ALL WELDING SHALL BE IN ACCORDANCE TO THE AMMKICAN WELDING SOCIETY PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, 1 .) REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED CODE AND BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH 1 .) CUTTING OF WOOD BEAMS. JOISTS AND RAFTERS SHALL BE LIMITED TO THE OTHER SET TO BE RETURNED TO CONTRACTOR AFTER REVIEW. BAR5 GRADE GO CONFORMING TO A5TM A G 15. WELDED WIRE FABRIC SHALL AWS PROCEDURES. ELECTRODES SHALL CONFORM TO ASTM A-233 E70 SERIES. CUTS AND BORED HOLES NOT DEEPER THAN I/G THE DEPTH OF THE MEMBER ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND ' TRUSSES STAIRS CABINETS VANITIES LOCATION. AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. NOTCH TO ROOF TRUSSES, FLOOF, DEPTH OF THE ENDS AT THE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH ETC. SHOULD THE DESIGN OR CONFIGURATION OF ANY PREFABRICATED 2.) PROVIDE BASE PLATE FOR ALL STRUCTURAL STEEL BEAMS BEARING ON CON- COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY 2.) DETALING. FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN CRETE OR MASONRY. PROVIDE STANDARD ANGLE ANCHORS AND INSERTS, OF THE MEMBER. HOLES BORED OR CUT INTO J015T SHALL NOT BE CLOSER APPROVED SHOP DRAWING, THE ARCHITECT SHALL BE FURNISHED, ACCORDANCE WITH AC 1 -3 15 MANUAL OF STANDARD PRACTICE FOR DETALING TIES, CLIPS, ANCHORS, STRAPS, HANGERS, BOLTS, BEARING PLATES AND THAN 2 INCHES TO THE TIP OR BOTTOM OF THE J0I5T5 AND THE DIAMETER A PRIORTO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING REINFORCED CONCRETE STRUCTURES. FURNISH SUPPORT BARS AND ALL OTHER HARDWARE AND FASTENING DEVICES AS MAY BE REQUIRED OR INDICATED OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE THE REVISION. IF THE ARCHITECT IS NOT PROVIDED WITH THE ABOVE REQUIRED ACCESSORIES IN ACCORDANCE WITH CRS I STANDARDS. ON THE ARCHITECTURAL DRAWINGS. TENSION 51DE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER Issue Description Date INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT ENDS OF MEMBERS, HARMLESS THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, 3.) ALL REINFORCING BARS WHICH INTERCEPT PERPENDICUTAR ELEMENTS SHALL 3.) ALL CONNECTIONS SHALL BE AISC STANDARD. INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR C05T5 TERMINATE IN HOOKS, PLACED TWO (2) INCHES CLEAR FROM SIDES �- TOP I.) PIPES IN STUD BEARING WALLS OR EXTERIOR WALLS: PROJECT INCLUDED, ARISING OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED OF ELEMENT� (3) INCHES FROM BOTTOM. DIVISION G: 10.) USE OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF THE ARCHI- 1 .) NOTHCHES MUST NOT EXCEED 25% OF STUD DEPTH. BORED HOLES IN STUDS COLLINS RESIDENCE TECT IS FORBIDDEN. COPYRIGHT 4.) THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST A.) LUMBER GRADE : CAN HAVE A MAXIMUM DIAMETER OF 40% OF STUD DEPTH. THE NEAREST TO 1 1 .) THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE POUR. NO CONCRETE THE EDGE OF A STUD FOR A NOTCH OR BORED HOLE IS 5/8". PROPOSED SHALL BE VERIFIED BY THE CONTRACTOR FOR CONFORMANCE TO LOCAL SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN FOOTINGS SHALL BE DEWATERED PRIOR TO PLACEMENT OF CONCRETE, NO 1 .) ALL LUMBER SHALL BE, 'UNLESS OTHERWISE NOTED, NO. 2 GRADE . HEM-FIR J.) BRIDGING AND BLOCKING: SECOND FLOOR ADDITION THESE SPECIFICATIONS AND LOCAL RULES OR CONDITIONS, THE CONTRAC- CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED WITH THE FOLLOWING UNIFORM STRUCTURE VALUES. GRADING SHALL COMPLY TOR SHALL. NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICAL. WITH P5 20-94 "AMERICAN SOFTWOOD LUMBER STANDARD" AND APPLICABLE AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS, INCLUDING ALL APPLICABLE 1 .) THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT 3450 PECON I C BAY BOULEVARD THE BUILDING'S STRUCTURAL INTEGRITY. 5.) MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS PER ADJUSTMENT FACTORS. FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE BRIDGING SHALL ACI 318 AS FOLLOWS: A. EXTREME FIBER BENDING STRESS: Fb=850 CON515T OF NOT LE55 THAN ONE BY THREE INCH LUMBER DOUBLE NAILED LAUREL, NY 12.) THESE REQUIREMENTS MAY BE SUPERSEDED BAY MORE STRINGENT INFORMA- MINIMUM COVER PSI (REPETITIVE NUMBER USE) AT EACH END OR OF EQUIVALENT METAL BRACING OF EQUAL RIGIDITY. TION CONTAINED WITHIN THE DRAWINGS. THE MORE STRINGENT SHALL A. CONCRETE CAST AGAINST AND B. HORIZENTAL SHEAR : 75PS1 MIDSPAN BRIDGING 15 NOT REQUIRED FOR FLOOR, ATTIC OR ROOF FRAMING BE FOLLOWED. WHERE J015T DEPTH DOSE NOT EXCEED TWELVE INCHES NOMINALBLOCK PERMANENTLY EXPOSED TO EARTH. 3" .C. COMPRESSION PERPENDICULAR TO GRAIN GENERAL NOTES 13.) 501L CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDI- Fct= 405 PSI SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS TIONS: B. CONCRETE EXPOSED TO EARTH OR WEATHER: D. COMPRESSION PARALLEL TO GRAIN FC NOT OTHERWISE PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS BEARING CAPACITY : MIN. 2000 PSF, FIELD VERIFIED BY A LICENSED NO. G THROUGH NO. 18 BARS. 211 1300 PSI OF EIGHT FEET WITH A MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT 51TE ENGINEER, UNDER ALL FOOTINGS AND NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER. 1 1/2" E. MODULUS OF ELASTICITY : E = 1 ,300.000 P51 JOINTS. PROVIDE 2 FIRE5TOP5 AT MID-POINT VERTICALLY OF STUD UNREINFORCED SLABS. WALL. WATER TABLE : MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE C. CONCRETE NOT EXPOSED TO WEATHER SEAL SIGNATURE E. MOISTURE CONTENT : 19% MAXMIUM. DATE: 05-13-18 5LAB5 AND FOOTINGS. FOOTINGS, FOUNDATIONS. OR IN CONTACT WITH GROUND: 2.) PROVIDE DOUBLE TRIMMERS UNDER ALL HEADERS 4 X G OR LARGER. ALL WALLS, AND SLABS. SHALL NOT BE PLACED ON SLABS, WALLS, JOISTS: SUCH MEMBERS SHALL BE GLUED AND SPIKED TOGETHER. PROJECT No: 2018-15 OR IN MARINE CLAY, PEAT AND OTHER ORGANIC 2.) OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED 5PCECIE5 SHALL MEET ,<<C.o¢ �'� DRAWING BY: CD �� �Q OR EXCEED REQUIREMENTS NOTED ABOVE. K.) LINTEL SCHEDULE: � � .� � 14.) DESIGN LOADS: MATERIALS. NO. 14 AND NO. 18 BARS. 1 1/2" NO. I I BAR AND SMALLER. 3/41 �t CHK BY: CD LIVE LOADS: ROOF: 30 PSlf (BASED UPON A GROUND SNOW LOAD OF 45 PSF 3.) MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE A MOISTURE DWG No: AIR DRIED LUMBER I5 DESIRED BUT i .) UNLESS OTHERWISE SHOWN PROVIDE I LINTEL WITH G" MINIMUM BEARING �, WITH AN ALLOWED REDUCTION FOR SLOPED ROOFS AND THERMAL FACTORS BERMS, COLUMNS: CONTENT NOT GREATER THAN 19%. � � $ WHICH REDUCE THE ROOF LIVE LOAD TO 28.35 PSF SO WE WILL USE 30 PSF.) NOT NECESSARY. LUMBER MAY BE KILN DRIED. HOWEVER DRYING PROCESS FOR EACH 4" OF WALL THICKNESS. FLOORS: 40 PSF (EXCEPT SLEEPING ROOMS: 30 PSF); BALCONIES: GO PSF; PRIMARY REINFORCEMENT, TIES MUST BE SLOW AND REGULATED TO CAUSE A MINIMUM AMOUNT OF CHECKING. cPa37sa STAIR LANDINGS: 40 PSF, WIND LOAD: 4G P5F; GARAGE: 50P5F; MAXIMUM STIRRUPS, SPIRALS. 1 1/2" COMPARABLE WITH AIR DRIED STOCK. 2,) LINTEL SIZES ARE TO BE SIZED TO ACCOMDATE THE SPECIFIC LOAD. '��4®��$ �®N��' T_00 . 00 FOUNDATION LATERAL PRESSURE 40 PSF. I SHELLS, FOLDED PLATE MEMBERS: DEAD LOADS: FLOOR 15 PSF; ROOF: 12 P5F, 4.) ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE NO. G BAR AND LARGER. 3/4" SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AMPA (UNKNOWN LOADS ARE TO BE DETERMINED BY ASCE 7 - 95 "MINIMUM DESIGN NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER. I/2" LOADS FOR BUILDINGS AND OTHER STRUCTURES") STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS./ CUBIC FEET". L.) PLYWOOD: 2.) SCISSOR TRUSSES: MANUFACTURER TO CALCULATE HORIZONTAL THRUST ELITE DRAI=TING 0 OF TRUSSES SUBJECTED TO DESIGN LOAD5 AND TO INCLUDE THIS INFORMATION B.) FLASHING: O 1 .) ALL PLYWOOD SHALL BE DOUGLAS FIR AND SHALL BE MANUFACTURED AND WITH SHOP DRAWINGS. EACH TRU55 TO BE SECURED AT ONE END WITH 1 .) ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL NOME DE51GN5 I GRADED IN ACCORDANCE WITH U.S. PRODUCT STANDARD P5 1 -83 FOR A METAL "RAFTER TIE" TYPE ANCHOR AND A SCISSORS TRUSS CONNECTOR, BE OF NOT LE55 THAN NO. 2G U.S. GAUGE CORK0510N-RE5I5TANT METAL. DIVISION 15: MECHANICAL 6 3 1 -455- 1 64 2 CONSTRUCTION AND INDUSTRIAL PLYWOOD". "CLEVELAND" OR APPROVED EQUAL, AT THE OTHER END TO TIE DOWN THE A.) HEATING VENTILATON AND AIR CONDITIONING: TRUSS WHILE PERMITTING THE TRUSS TO MOVE OUTWARD WITHOUT DEFLECTING 2.) FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED 2.) EACH PLYWOOD SHEET SHALL BEAR THE "APA"GRADE TRADEMARK. THE WALL. MATERIAL TO EXTEND AT LEAST 4" BEHIND WALL COVERING. COVER ALL 1 .) ALL WORK SHALL BE 1N FULL ACCORDANCE WITH ALL CURRENT CODES, AND BRIAN COLLIN5 , POE . 3.) ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER EXP05ED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. REGULATON5 OF THE GOVERNING AGENCIES. LINES OF FRAMING MEMBERS. 3.) TRUSS DIAGRAMS AND TRUSS LAYOUT PLAN SHOW DESIGN INTENT ONLY. 2.) MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT 59 WILLOW STREET TRUSS MANUFACTURER SHALL VERIFY ALL SPANS, DIMENSIONS, HEEL HEIGHTS, 3.) STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD GARDEN CITY, NY, I 1530 LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC, TO ARCHITECT PRIOR PITCHES, ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR WALLS OR ROOF SURFACES. TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL TEL:(5 16)74 1 -0053 4.) THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO DRAWINGS AND TRUSS LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL THE JOISTS AND TRUSSES A,ND PARALLEL TO THE STUDS. ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION 4.) SAVE FLASHING WHEN REQUIRED SHALL CONSIST OF TWO LAYERS OF 150 SHOP DRAWINGS AND NOTIFY THE ARCHITECT OF ANY MECHANICAL AND STRUCT- FAX:(5 1G)741 -0053 URAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. 5.) NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. IS TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM TECT5 RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. THE EDGE OF THE SAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES 3.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BEI INSIDE THE INTERIOR WALL LINE OF THE BUILDING. AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED FOR 8d NAILS END 1 -3/8" FOR I Od NAILS. 4,) TRUSS SHOP DRAWINGS INDICATING CALCULATIONS, LOADING, LOAD TEST BY OTHERS. G.) ALL FLOORS SHALL BE GLUED AND NAILED WITH APA APPROVED ELA5TOMERIC DATA, HORIZONTAL THRUST AND ANY OTHER INFORMATION REQUIRED SHALL C.) ATTIC VENTILATION: B.) PLUMBING: BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE JURISDICTION STRUCTURAL ADHESIVE AND 8D COMMON, SMOOTH, OR RING SHANK NAILS WHERE CONSTRUCTION 15 TAKING PLACE AND BE SUBMITTED TO BUILDING 1 .) ENCLOSED ATTIC TRU55 SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODE, AND SPACED G" O.C. AT PANEL EDGES AND 10" O.C. AT INTERMEDIATE SUP- OFFICIALS PRIOR TO FABRICATION. CR055 VENTILATION FOR EACH 5EPERATE SPACE WITH SCREENED VENTILATING REGULATIONS OF THE GOVERNING AGENCIES. PORTS. OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 M.) CORNER BRACING: 5.) STORE TRUSSES ABOVE GRID ON WOOD STICKING IN SUCH A WAY TO PREVENT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. SEE DETAILS AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED BENDING, WARPING OR DEFLECTION OF TRUSSES. ON ARCHITECTURAL PLANS FOR LOCATIONS AND DETAILS. BY OTHERS. 1 .) UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH DIVISION 8: DOORS AND WINDOWS 3.) PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS I x I DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 PLYWOOD SHEET OF THICK- A.) GENERAL: AND NOTIFY THE ARCHITECT OF ANY PLUMBING, HVAC, STRUCTURAL, AND NE55 TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTAL- G.) ROOF TRU55 BRACING: INSTALL PERMANENT BRACING FOR ALL WOOD ROOF LED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS (I G GA. COMPRES- I .) ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. TRUSSES AS SPECIFIED BELOW. FOLLOW ALL RECOMMENDATIONS SPECIFIED STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE NOMINAL 51ON TENSION). IN BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS AWT-7GDIVI5ION I G: ELECTRICAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE PUBLISHED BY THE TRUSS PLATE INSTITUTE, INC. EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE WINDOW FROM EACH 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND 2 ) LAP PLATES AT ALL CORNER`S. BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 5Q. FT. SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELE- WITH A NET CLEAR-HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", PHONE COMPANIES. N.) NAILING a. TOP CHORD PLANE: PROPERLY INSTALLED PLYWOOD AND A SILL HEIGHT OF 44" OR LE55 ABOVE THE FLOOR FOR EGRESS PU- SHEATHING WITH STAGGERED JOINTS AND CORRECT 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO 3,) ALL NAILING SHALL BE IN ACCORDANCE WITH SECTIONS RG02.3(I) AND RG02.3(2) NAILING SHOULD ADEQUATELY BRACE THE TOP CHORD RPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED AS WELL AS TABLES RG02.3(I) THROUGH RG02.3(4) OF THE RESIDENTIAL CODE OF ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, WHICH MAY BE SUBEJECT PLAN. HOWEVER, WHEN GABLE END TRUSSES ARE TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT SHALL BE TEMPERED BY OTHERS. NEW YORK STATE OR IN ACCORDANCE WITH A5CE 7. (REFER TO THE "17A5TENER USED, CONTINUOUS 2X4 BRACES SHOULD BE INSTALL- AS PER STATE AND LOCAL CODES AND ORDINANCES. SCHEDULE FOR STRUCTURAL MEMBERS" ON DRAWING C-2 FOR FURTHER INFORMATION) ED AT A 450 ANGLE TO THE TRUSS FRAMING. THESE 3.) INSTALLATION: BRACES SHOULD OCCUR AT 3 POINTS ON EACH GABLE A.) ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED END: MIDSPAN BETWEEN ROOF CENTER-LINE AND O.) FIRE STOPPING: WALL ON EACH SIDE OF CENTER-LINE AND AT CENTER- DIVISION 9: FINISHES TO WEATHER SHALL BE WEATHERPROOF. 1 .) FIRE STOPPING SHALL BLINE OF ROOF.E PROVIDED TO CUT OFF ALL CONCEALED DRAFT A.) GENERAL: B.) BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" NOMINAL LUMBER LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE b. WEB MEMBER PLANS: PROVIDE CONTINUOUS 2 - 1 .) ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE NOTED ON DRAWINGS. OR 2 THICKNESSES OF 1 " NOMINAL LUMBER WITH BROKEN LAP JOINTS OR 4 BRACES AT 450 ANGLE FROM THE BOTTOM CHORD OTHER APPROVED MATERIAL. PROVISIONS OF THE BOCA, CABO, 05U LATEST EDITION AND, STATE AND LOCAL C.) RECEPTACLES SHALL BE INSTALLED VERTICALLY OF THE TRUSS. TH15 BRACE SHOULD CR055 AT CODES AND ORDINANCES (A5 APPLICABLE). AT 12" ABOVE FINISH FLOOR(18" IN BASEMENTS) AND 12'-0" O.C. P.) ALIGNMENT: LEAST 2 ADJACENT TRUSSES AND TERMINATE AT HORIZONTALLY. ALL RECEPTACLES WITHIN 0-0" THE TRU55 RIDGE. SECURELY NAIL THIS BRACE 2.) GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL I ,) ALL RAFTERS AND JOIST FRAMING FROM OPPOSITE SIDES SHALL LAP AT TO ALL MEMBERS IT CROSSES. INSTALL THIS BRACING FOR THE INSTALLATION 15 PROVIDED. STORAGE SHOULD BE IN ACCORDANCE BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT.LEAST 51X (G) INCHES AND BE SPIKED TOGETHER. AT ALL GABLE OR END WALL CONDITIONS AND AT WITH MANUFACTURERS INSTRUCTIONS. I FOOT MINIMUM INTERVALS THROUGHOUT THE TRUSS D.) WALL SWITCHES TO BE 48" ABOVE FLOOR. 2.) WHEN FRAMING END TO ENID JOISTS SHALL BE SECURED TOGETHER BY METAL SYSTEM. 3.) ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING E.) ALL SMOKE DETECTORS TO BE WIRED IN A MANNER STRAPS. c, BOTTOM CHORD PLANE: PROVIDE CONTINUOUS 2 SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT ALL. Q.) PARTITIONS: X 4 BRACES ON TOP OF THE BOTTOM CHORD OF ALL EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION 15 ROOF TRUSSES. THREE ROWS MINIMUM ARE REQUIRED NOT REQUIRED, LOCATED AT THE 1/4 POINTS OF THE TRUSS SPAN. 1.) GENERAL: SECURELY NAIL THESE BRACES TO ALL MEMBERS 4.) THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH SOCA, CARO AND DOUBLE JOISTS CENTERED UNDER ALL PARALLEL PARTI- THAT IT CROSSED. STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). a. TIONS FOR FLOOR TRUSSES. FOLLOW MANUFACTURER'S 5.) WOOD FLOOR TRUSSES : - 5.) PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TU55 AND SHOWERS INSTRUCTION. IJ FLOOR TRUSSES TO BE MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE AS SHOWN ON DETAILS IN ARCHITECTURAL DRAWINGS. b. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN WITH MANUFACTURER'S RECOMMENDATION. ALL SPANS, J015T DEPTH AND THE J015T AND FIR5T INTERIOR PARALLEL JOIST. SPACING TO BE VERIFIED BY MANUFACTURER'S. SHOP DRAWINGS INDICATING G.) FIRE-RESISTIVE CONSTRUCTION: GARAGIE CEILINGS AND WALLS WHEN ADJAC- CALCULATIONS, LOADING, LOAD TEST DATA AND ANY OTHER INFORMATION ENT TO A DWELLING UNIT SHALL BE OF RATED CONSTRUCTION ACCORDING REQUIRED SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED TO SECTION R302.G OF THE RESIDENTIAL CODE OF N.Y.S. c. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST 13E STAGGERED A MINIMUM OF IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. TRUSS MANUFACTURER SHALL VERIFY ALL 5PAN5.DIMEN51ON5, BEARING POINTS 4'-0". TABLE R302.G SPACING. ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP DRAWINGS AND TRUSS LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN Y2" GYPSUM BOARD OR d. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION EQUIVALENT APPLIED TO THE GARAGE SIDE 5TRUTURAL VARIATIONS ARE ALLOWED IF 5UB5TAN- 15 TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- FROM HABITABLE ROOMS ABOVE GARAGE NOT LESS THAN 5/g"TYPE X GYPSUM BOARD e TIATED BY ENGINEERING CALCULATIONS, STAMPED TECT'5 RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. OR EQUIVALENT BY PROFESSIONAL ;NGINEER LICENSED TO PRACTISE 2.) STORE TRUSSES ABOVE GRADE ON WOOD STACKING TO PREVENT CONTACT 5TRUCTURE(5) SUPPORTING FLOOR/CEILING NOT LESS THAN Y2" GYPSUM Issue Description Date IN THE JURISDICTION WHERE CONSTRUCTION 15 ASSEMBLIES USED FOR SEPARATION BOARD OR EQUIVALENT TAKING PLACE. ONE SET OF CALCULATIONS TO WITH BARE EARTH, COVER WITH TARPAULINS TO PREVENT EXPOSURE TO REQUIRED BY THE SECTION BE PROVIDED TO ARCHITECT FOR APPROVAL PRIOR THE ELEMENTS. ALWAYS STORE UPRIGHT ESPECIALLY IF STACKING. GARAGES LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN Y2" GYPSUM BOARD OR PROJECT TO CONSTRUCTION. DWELLING UNIT ON THE SAME LOT EQUIVALENT APPLIED TO THE INTERIOR SIDE OF DIVISION 7: THERMAL AND MOISTURE PROTECTION EXTERIOR WALLS THAT ARE WITHIN THIS AREA COLLINS RE51 D E N C E f. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. A.) ROOFING: PROPOSED 2.) BEARING WALLS SUPPORTING ONE FLOOR OR MORE: I .) ASPHALT SHINGLES: TWENTY - FIVE (25) YEAR SELF SEALING 5HINGLE5 OVER SECOND FLOOR ADDITION I LAYER OF 15# ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE a. PARTITIONS MUST 13E CONSTRUCTED OF MINIMUM NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2 X 4 STUDS SPACED I G O.C. OF TYPE LUMBER 3450 PECON IC BAY BOULEVARD 5PECIFIED. 2.) ICE PROTECTION: PROVIDE A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET LAUREL, NY (ICE SHIELD) THAT 15 TO EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 b. BY A DOUBLE TOP PLATE OF LE55 THAN 2-2 X 05 IN51DE THE EXTERIOR WALL LINE OF THE BUILDING. OR 3-2 X 4' S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTL`� OVER AND BELOW BEARING WALL 3.) CEDAR SHAKES : #2 GRADE RED-LABEL CEDAR SHAKES (18" I X .45"T) GENERAL NOTES STUDS WITH A TOLERANCE OF NO MORE THAN I " OVER ONE LAYER 150 A.S.F. UNDERLAYMENT. INSTALL WITH 4/2" WEATHER UNLESS SUBSTANTIATED BY ENGINEERING CALCULA- EXPOSURE. APPLY AN 18" WIDE STRIP OF 150 A. 5. F. OVER EACH COURSE TIONS. OF SHADES, 9" FROM BOTTOM EDGE OF SHADE EXTENDING OVER TOP OF SHADES AND OVER SHEATHING. c. BEARING STUD WALLS MUST BE SHEATHED WITH A 4.) SAVE FLASHING: SEE NOTE B-4, BELOW. MINIMUM 1/2" SYSTEM BOARD FASTENED ACCORDING 5.) EXTERIOR WALL5 SHALL HAVE AN R-20 RATING OR RI 3+5 BY U51NG SEAL SIGNATURE DATE: 08-13-18 TO DRYWALL MANUFACTURER RECOMMENDATION. EXTERIOR WALLS SHALL HAVE R-1 3 (3- 1/2") KRAFT FACED FIBERGLASS PROJECT No: 2018-15 INSULATION PLUS R-5 INSULATION BOARD of NDRAWING BY: CD AND ROOF SHALL HAVE R-38 (12") KRAFT FACED FIBERGLASS INSULATION. THE R.) WOOD ROOF TRUSSES: VAPOR BARRIER 15 TO FACE THE HEATED SURFACE. CHK BY: CD DWG No: 1 .) TIMBER TRUSSES SHALL BE: DESIGNED IN ACCORDANCE WITH AN51 / TPI I :� N5. JOINT STRENGTH INFORMATION ALLOWABLE STANDARDS, CALCULATIONS. 5 ( LOAD PER SQUARE INCH OR PER WALL, ALLOWABLE EDGE DISTANCE, ALLOWABLE $`��® �,(,37 � k�cr END DISTANCES) LOAD TEST DATA AND OTHER INFORMATION AS NECESSARYT-003 00 SHALL BE SUBMITTED TO LOCAL AUTHORITIES FOR APPROVAL PRIOR TO FABRICATION. EACH TRU55 SHALL BE SECURED AT BEARING WITH ONE "RAFTER ETC" METAL TYPE ANCHOR AT EACH END. ELITE DRAf=TING 0 O HOME DESIGNS INC G3 1 -455- 1 G42 5 TABLE RG02. 1 0.4 MIN. (2) 2X8 HDR NEW (2) 14" LVL HDR A003 BRIAN COLLIN5 , F . E . CONTRACTOR TO VERIFY BRACING METHODS - ---- - - --- 59 WILLOW STREET CONNECTION CRITERIA' RN I TIP -' GARDEN CITY NY, METHODS, MATEIRIAL5 MINIMUM FIGURE EXIST. I 1 530 THICKNESS I IWTI FASTENERS SPACING BATH. p z TEL:(5 16)74 I -0053 EXIST. ; L, FAX:(5 I G)741 -0053 IX 4 WOOD OR WOOD: 2-8d COMMON NAILS WOOD: PER STUD AND I I BATH. O v APPROVED METAL STRAPS OR TOP AND BOTTOM PLATES I I EXISTING -� U LIB AT 450 TO GO^ANGLES, FO 3-8d (2 2" LONG X 0. 1 13" DIA.) NAILS KITCHEN � U LET-IN-BRACING STUD SPACING I I EXISTING z Z METAL STRAP: PER MANUFACTURER METAL: I I DEN cu- Ln � Q U Ln PER MANUFACTURER ( I u� w p II X X O N N U I EXISTING z N O TABLE 8602.3(5) a I I SUN ROOM DN EXISTING CLOSET z _ Lu SIZE, HEIGHT, AND 51-ACING OF WOOD STUDS I I @� I BEARING WALLS NONBEARING WALLS I I O MAXIMUM SPACING MAXIMUM SPACING MAXIMUM SPACING LATERALLY WHEN SUPPORTING A STUD 51ZE WHEN SUPPORTING ONE WHEN SUPPORTING TW MAXIMUM SPACING LATERALLY MAXIMUM UNSUPPORTED ROOF-CEILING ASSEMBLY (INCHES) a FLOOR, PLUS AROOF- FLOORS, PLUS AROOF- WHEN SUPPORTING UNSUPPORTED O ~ w STUD HEIGHT OR A HABITABLE ATTIC CEILING ASSEMBLY OR A ONE FLOOR HEIGHT' STUD HEIGHTa SPACING0 U CEILING ASSEMBLY ORA I I (FEET) ASSEMBLY ONLY (INCHES) INCHES HABITABLE ATTIC HABITABLE ATTIC (INCHES) (FEET) z z O z _� Q U i:-- (INCHES) = ( ) A55EMBLY (INCHES) ASSEMBLY (INCHES) EXISTING w : zn I EXISTING U LIVING ROOM DINING ROOM w w X U a U� 0 > 02 z X NO UP w Z _ CONTRACTOR TO VERIFY MIN. (2) 2X8 HDR 2X3 - - - - - 10 IG -_ 2X4 10 24 1 G - 24 I q 24 CONTRACTOR TO VERIFY MIN. (2) 2X8 HDR 3X4 10 24 24 IG 24 14 24 2X5 10 24 24 - 24 1G 24 UP 5 A003 2X6 10 24 24 IG 24 20 24 FOR 51: 1 INCH= 25.4mm, I FOOT = 304.8mm a. LISTED HEIGHTS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE 51DE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD . INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION RG02.3. 1 OR DESIGNED EXISTING FI R5T FLOOR PLAN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. b. SHALL NOT BE USED IN EXTERIOR WALLS. 1 SCALE: �" = 1 '-0" c. A HABITABLE ATTIC A55EMBLY SUPPORTED BY 2X 4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 2 X G OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 0 ° ENDWALL O 1° 0 0 ° CORNER STUD ° CONNECTED TO HOLD DOWN O 0 10 TRANSFER SHEAR TABLE 3. 17D SHEAR WALL ASSEMBLY ALLOWABLE UNIT SHEAR CAPACITIES, MAXIMUM SHEAR WALL ° 3.4.4.2.3 HOLD-DOWNS: HOLD-DOWNS WITH A SEGMNET ASPECT RATL05, AND SHEATHING TYPE ADJUSTMENT (CONT.) ° CAPACITY IN ACCORDANCE WITH TABLE 3. 1 F, ° ° DIVIDED BY THE APPROPRIATE LENGTH ADJUSTMENT ° 0 0 2- 1 Gd COMMON FACTOR IN TABLE 3. 17D, ARE REQUIRED AT THE END NAILS AT G" 0.C. OF EACH SHEAR WALL SEGMENT OR AT EACH END OF ASD UNIT SHEAR MAXIMUM SHEAR A PERFORATED SHEAR WALL. WHERE FULL HEIGHT CAPACITY OF WALL WALL SEGMENT SHEATHING TYPE SHEAR WALL SEGMENTS MEET AT A CORNER, A A55EMBLY (plf) ASPECT RATIO ADJUSTMENT FACTOR SINGLE HOLD-DOWN SHALL BE PERMITTED TO BE EXTERIOR WALL SHEATHING NAILS AND SPACING 6� ° ° USED TO RE515T THE OVERTURNING FORCES IN BOTH INTERIOR WALL SHEATHING REQUIREMENTS WIND 15EI_9MIC WIND SEISMIC WIND SEISMIC DIRECTIONS WHEN THE CORNER FRAMING IN THE 155Ue Description Date ADJOINING WALLS 15 FASTENED TOGETHER TO TRANSFER THE UPLIFT LOAD (SEE FIGURES 3.8a-b). '" WOOD STRUCTURAL PANELS (UNBLOCKED), 8d COMMON NAILS- MAXIMUM STUD SPACING I G" ON CENTER G" EDGE SPACING PROJECT NO SHEATHING OR NON-RATED SHEATHING 185 132 2: I 2: I 2.3G I .81 COLLINS RES i D E N C E TABLE 3. t 7E PERFORATED SHEAR WALL FULL HEIGHT SHEATHING ADJUSTMENTS '" GYPSUM WALLBOARD (UNBLOCKED)2 5d COOLER NAILS- 7" EDGE SPACING 285 132 2: 1 2: 1 1 .53 1 .81 PROP05ED MAXIMUM UNRESTRAINED OPENING HEIGHT (ft-in) WINDOW HEIGHT DOOR HEIGHT ? ELITE DPAf:TING 0 O NOME DE5IGN5 INC 5 WINDOW 5GHEDULE G3 1 -455- 1 G42 A003 NUMBER LABEL 51ZE WIDTH HEIGHT R/O DE5CRIPTION ELEVATION 22 N HOLD BRIAN COLLIN5 , P . E . 4'-5" 17'-7" DOWNIDOWN N CORNERS moo, TYP 4 PLACES ® 59 WILLOW STREET _ 2- DR W01 2030DH 2O500H 24 " 3611 25"X37" DOUBLE HUNG GARDEN CITY, NY, 1 1 530 0 00 EH TEL:(5 I G)74 1 -0053 ° FAX:(5 I G)741 -0053 = DR"ES VENTED TO � 0 - EXTERIOR EXISTING NEW BATHROOM NEW LAUNDRY r2BATHROOM 10'-10" 10'-5" EXISTING Oo1 Boz BEDROOM 9'-0" 3'-3' I'-G' °' W02 2114ODH 211400H 35 " 48 " 36"X49" DOUBLE HUNG ® N EXIST. �, NEW HALL WAY NEW CLOSET Fll� ® CL. co 001 0-0" 5'-10" I'-5" C) ===m vao2 X (f) N N w (n N W03 30460H 30460H 36 " 5411 37"X55" DOUBLE HUNG ® 0 U 7 -- 00 w - NEW FAMILY ROOM U o EXISTING EXIST. ® p @� BEDROOM CL' X x N N (V EXISTING z z DOOR 5GHEDULE BEDROOM NUMBER LABEL 51ZE WIDTH HEIGHT R/O ELEVATION EXIST. 2 i'-7" CL. i 2-2X8 HDR 2-2X8 HDR - -- -- - - - .----,--- -- - --- -.-- wog woe 001 2068 2068 R IN 24 " 80 " 26"X82 1/2" 0 5'-1 1" PROP05ED SECOND FLOOD PLAN 21'-11" I SCALE: 4" = 1 '-0" 5 A003 002 2668 2668 L IN 30 " 60 " 32"X52 1/2" SYMBOL AND WALL LEGEND EXISTING TO REMAIN NEW PROP05ED CONC. FOUNDATION WALL TUBE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL CONSIST OF SURFACE DRAINAGE SHALL BL DIVERTED TO A STORM SEWER NO LE55 THAN 3/8" (9.5mm) PORTLAND CEMENT PARGING APPLIED TO NOTE: CONTRACTOR TO VERIFY THAT ALL UNTREATED CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 50 AS TO NOT THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED EXISTING TO BE THE ELECTRICAL 5Y5TEM SHALL BE WOOD 8" MINIMUM FROM GRADE CREATE A HAZARD. LOTS SHALL BE GRADED 50 AS TO DRAIN SURFACE WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF INSTALLED IN ACCORDANCE WITH CHAPTERS WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM ACRYLIC MODIFIED CEMENT, 1/8" (3.22mm) COAT OF SURFACE-BONDING REMOVED 34/41 OF THE 2015 IRC FOUNDATION WALL SHALL FALL A MINIMUM OF G"WITHIN THE FIRST to, MORTAR COMPLYING WITH ASTM C 887 (AS PER SECTION K40G IRC ROOF COVERINGS TO BE INSTALLED AS PER SECTION 2017 NYS SUPPLEMENT TO THE UNIFORM CODE) 8905 (IRC) CORROSION- RESISTIVE FLASHING TO BE PROVIDED UNDER AND AT ® 5M OKE DETECTOR NOTE: THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. ALL PROVIDE 2"X G"COLLAR TIES 32"O.C. @ ALL THE PLUMBING SYSTEM SHALL BE ALL LUMBER THAT COMES IN CONTACT WITH MATERIALS IN CONTRACT WITH PRESSURE TREATED LUMBER(STRAP, ROOFS. SET TOP OF TIES IN UPPER 1/3 OF INSTALLED IN ACCORDANCE WITH MASONRY(CONCRETE)TO BE A.C.Q. LUMBER TECO, NAILS, FLASHING) SHALL BE APPROVED FOR SUCH USE. THE DISTANCE BETWEEN B.O. RIDGE AND T.O. CO CARBONI MONOXIDE CHAPTERS 25/33 OF THE 2015 IRC (CODE 8703.4 2015 IRC) mmmm PROVIDE GROUND-FAULT AND CEILING JOISTS. DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS ARC-FAULT CIRCUIT-INTERRUPTER DETECTOR NOTE: ELECTRICAL CONVENIENCE RECEPTACLE OUTLETS ARE PROTECTIONS IN ACCORDANCE WITH CONTRACTOR TO VENT CONCEALED RAFTER SPACE THE MECHANICAL 5Y5TEM SHALL BE TO BE PROVIDED, IN ACCORDANCE WITH SECTION SECTION E3902 (IRC); ABOVE INSULATION TO THE EXTERIOR INSTALLED IN ACCORDANCE WITH ALL PERMITS ARE SUBJECT TO FIELD INSPECTION. E3901 (IRC); CHAPTERS 12/24 OF THE 2015 IRC PIPING SHALL BE SUPPORTED IN Issue Description Date (2 01 5 IRC R3 1 1 .7.5) - STAIR TREADS AND (201 5 IRC) R31 I MEANS OF EGRESS ACCORDANCE WITH SECTION P2GO5 (201 5 IRC) R310 EMERGENCY ESCAPE AND RESCUE OPENINGS AT LEAST ONE RISERS R31 1 . 1 - MEANS OF EGRESS DOUBLE JOISTS UNDER ALL PARALLEL (IRC); R3 14 (IRC) AS MODIFIED BY THE NYS SUPPLEMENT DWELLINGS SHALL BE PROVIDED WITH A MEANS OF PARTITIONS WALL-SWITCH-CONTROLLED LIGHTING R3 I I .7.5. I -RISERS PROJECTR310. 1 - EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED EGRESS IN ACCORDANCE WITH THIS SECTION. THE MEANS OUTLET SHALL BE INSTALLED TO 5MOKE ALARMS SHALL BE INSTALLED IN THE THE RI5ER HEIGHT SHALL BE NOT MORE THAN OF EGRESS SHALL PROVIDE A CONTINUOUS AND BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LE55 THAN ONE OPERABLE PROVIDE ILLUMINATION ON THE FOLLOWING LOCATIONS: 3 NOTE: EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING H 74 INCHES (I 96 mm). THE RISER SHALL BE UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL - ALL LAMINATED GIRDERS TO BE CLOTHES DRYER EXHAUST TO COLLINS RESIDENCE ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR EXTERIOR SIDE H MEASURED VERTICALLY BETWEEN LEADING . - L .EACH OUTDOOR EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING 20E GP AM LVL EGRESS DOOR HAVING GRADE LEVEL SMOKE ALARMS SHALL BE INSTALLED IN TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING BE INSTALLED AS PER (IRC TO A YARD OR COURT THAT OPENS TO PUBLIC WAY (EXCEPTION: SEE CODE SECTION) EGRESS (TYP) THE FOLLOWING LOCATIONS: EDGE5 OF THE ADJACENT TREADS. THE TRAVEL THROUGH A GARAGE. THE REQUIRED EGRESS 201 5) SECTION M 1 502 PROPOSED R3 10.2. 1 - MINIMUM OPENING AREA GREATEST RISER HEIGHT WITHIN ANY FLIGHT DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TOALUMBE - DRYER TO HAVE INDEPENDENT VENT EMERGENCY AND ESCAPE RESCUE OPENING SHALL HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5.7 1 . IN EACH SLEEPING ROOM. OF STAIRS SHALL NOT EXCEED THE SMALLEST YARD OR COURT THAT OPENS TO A PUBLIC WAY. R SPECIFICATION: TO OUTSIDE AIR AND INSTALLED AS SECOND FLOOR ADDITION SQUARE FEET (0.530 m2/). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THI5 SECTION SHALL BE BY MORE THAN a INCH (9.5 mm). R15EK5 * DOUG - FIR LUMBER #2 WITH FB PER MANUFACTURERS OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE 2. OUTSIDE EACH SEPARATE SLEEPING E VERTICAL BERTICAL OR SLOPED FROM THE A R3 15 (IRC) AS MODIFIED BY THE NYS SUPPLEMENT AREA IN THE IMMEDIATE VICINITY OF THE SH875 OR EQUAL SPECIFICATIONS 3450 PECON IC BAY BOULEVARD INSIDE. THE NE CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (G 10 mm) AND THE NET BEDROOMS. UNDERSIDE OF THE NOSING OF THE TREAD (201 5 IRC) 8303 - LIGHT, VENTILATION AND HEATING CLEAR WIDTH SHALL BE NOT LE55 THAN 20 INCHES (508 mm) (EXCEPTION: SEE CODE SECTION) CARBON MONOXIDE ALARMS SHALL BE ABOVE AT AN ANGLE NOT MORE THAN 30 8303.4 MECHANICAL VENTILATION * DESIGN LOADS TAKEN A5 PER R3 10.2.2 - WINDOW SILL HEIGHT INSTALLED IN THE FOLLOWING LOCATIONS: 3. ON EACH ADDITIONAL STORY OF THE DEGREES (0.51 RAD) FROM THE VERTICAL. WHERE THE AIR INFILTRATION RATE OF A DWELLING WESTERN WOOD PRODUCTS * LAUREL, NY WHERE A WINDOW 15 PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A DWELLING, INCLUDING BASEMENTS BUT NOT SOLID POST UNDER FULL WIDTH OF - WITHIN EACH DWELLING UNIT ON ANY STORY INCLUDING CRAWL SPACES AND OPEN RISERS ARE PERMITTED PROVIDED THAT UNIT IS 5 AIR EXCHANGES PER HOUR OR LESS ASSOCIATION IN ACCORDANCE WITH SILL HEIGHT OF NOT MORE THAN 44 INCHES (1 1 18 mm) ABOVE THE FHAVING A SLEEPING AREA UNINHABITABLE ATTICS, IN DWELLINGS OR THE OPENINGS LOCATED MORE THAN 30 LOOK; WHERE THE SILL HEIGHT IS WHERE TESTED WITH A BLOWER DOOR AT A ASTM STANDARDS GIRDER @EACH END BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 8310.2.3 DWELLING UNITS WITH SPLIT LEVELS AND INCHES (7G2 mm), AS MEASURED VERTICALLY, PRESSURE OF 0.2 INCH W.C. (50 Pa) IN NEW * SOLID P05T DOWN TO SECOND FLOOR PLAN R310.2.5 - REPLACEMENT WINDOWS 1 . IN DWELLING UNITS SHALL BE INSTALLED WITHOUT AN INTERVENING DOOR BETWEEN TO THE FLOOR OR GRADE BELOW DO NOT ACCORDANCE WITH SECTION N 1 102.4. 1 .2, THE REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF THI5 CODE SHALL BE EXEMPT OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE ADJACENT LEVELS, A SMOKE ALARM ELLING UNIT SHALL BE HANDRAILS SHALL BE PROVIDED ON FOUNDATION OR GIRDER BELOW p FROM THE MAXIMUM SILL HEIGHT REQUIREMENTS OF SECTIONS R3 10. I AND SECTIONS R3 10.2. I AND THE VICINITY OF THE BEDROOMS INSTALLESUFFICE DOR THEON EADJACENT LOWER LEVEL mmR 5UPPER LEVEL SHALL 1PHERESAGE OFA 4 INCH DIAMETER ( I 02 WHOLE--110USE MECHANICALOVEINDTILATION N AT LEAST ONE SIDE OF EACH UNDER ALL GIRDER POSTS. SC{�I I ED U LES � GE N E I\AL NOTES CONTINUOUS RUN OF TREADS R310.2.2, PROVIDED THE REPLACEMENT WINDOW MEET5 THE FOLLOWING CONDITIONS: 2. WHERE A FUEL BURNING APPLIANCE 15 PROVIDED THAT THE LOWER LEVEL IS LE55 (EXCEPTIONS) ACCORDANCE WITH SECTION M 1507.3 1 : THE REPLACEMENT WINDOW 15 THE MANUFACTURER'S LARGEST STANDARD 51ZE WINDOW THAT LOCATED WITHIN A BEDROOM OR ITS THAN ONE FULL STORY BELOW THE UPPER 1 : THE OPENING BETWEEN ADJACENT FLIGHT WITH FOUR OR MORE RISERS WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW IS OF DETECTOR ALARM SHALL BE INSTALLED WITHIN ATTACHED BATHROOM, A CARBON MONOXIDE LEVEL. TREADS IS NOT LIMITED ON SPIRAL (20 1 5 IRC R31 1 .7.8) (20 15 IRC 8303.7) SEAL t SIGNATURE THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR THE BEDROOM. 4. SMOKE ALARMS SHALL BE STAIRWAYS. (201 5 IRC) R303 - LIGHT, VENTILATION AND - INTERIOR STAIRWAY ILLUMINATION DATE: 08-13-18 GREATER OPENING AREAT THAN THE EXISTING WINDOW. INSTALLED NOT LE55 THAN 3' HORIZONTALLY 2: THE RISER HEIGHT OF SPIRAL HEATING * RAILING TO BE 3'-0" IN HEIGHT AND INTERIOR STAIRWAYS SHALL BE PROJECT No: 2018-15 2: THE REPLACEMENT WINDOW 15 NOT PART OF A CHANGE OF OCCUPANCY EQUIPMENT. CARBON MONOXIDE ALARMS FROM THE DOOR OR OPENING OF A STAIRWAYS SHALL BE IN ACCORDANCE WITH 8303. 10 REQUIRED HEATING HAVE A TYPE I HANDRAIL AS PER PROVIDED WITH AN ARTIFICIAL LIGHT R310.5 - DWELLING ADDITIONS SHALL BE L15TED AND LABELED AS COMPLYING BATHROOM THAT CONTAINS A BATHTUB OR CODE K3 1 2. 1 .2 (201 5 IRC) SOURCE TO ILLUMINATE THE Of NE�� DRAWING BY: CD WITH UL 2034 SHOWER UNLESS THIS WOULD PREVENT SECTION R3 I 1 .7. 10. I WHERE THE WINTER DESIGN TEMPERATURE IN TABLE 1'® WHERE DWELLING ADDITIONS OCCUR THAT CONTAIN SLEEPING ROOMS, AND EMERGENCY ESCAPE AND COMBINATION CARBON MONOXIDE DETECTORS PLACEMENT OF A SMOKE ALARM REQUIRED ° c LANDINGS AND READS. THE LIGHT '� p�`'`'O<< 'Q (R3 I I .7.5.2) - TREADS 830 I .2(I ) IS BELOW GOOf (IGC), EVERY DWELLING ��' �., i`,� �, CHK BY: CD RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS SHALL BE LISTED AND LABELED AS COMPLYING BY SECTION R3 14.3 (IRC) THE TREAD DEPTH SHALL BE NOT LE55 THAN 10 UNIT SHALL BE PROVIDED WITH HEATING FACILITIE5 SOURCE SHALL BE CAPABLE OF ' OCCUR THAT HAVE BASEMENTS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN WITH UL 2034 AND UL 2 17CAPABLE OF MAINTAINING A ROOM TEMPERATURE ALL MEANS OF EGRESS, STAIRWAYS ILLUMINATING TREADS AND LANDINGS ` DWG No: CARBON MONOXIDE ALARMS, CARBON WHEN MORE THAN ONE SMOKE ALARM 15 INCHES (254 mm). THE TREAD DEPTH SHALL BE TO LEVELS OF NOT LESS THAN I w THE NEW BASEMENT. MONOXIDE DETECTORS AND ALARM CONTROL REQUIRED TO BE INSTALLED WITHIN AN MEASURED HORIZONTALLY BETWEEN THE OF NOT LE55 THAN G8°F (200C) AT A POINT 3 FEET AND RAILINGS MUST CONFORM (EXCEPTIONS) UN1T5 SHALt BE INSTALLED IN ACCORDANCE INDIVIDUAL DWELLING UNIT THE ALARM TO 201 5 IRC R31 I AND 31 2 FOOT-CANDLE ( I I LUX) AS 1 : AN EMERGENCY ESCAPE AND RESCUE OPENING 15 NOT REQUIRED IN A NEW BASEMENT THAT WITH THIS SECTION AND THE MANUFACTURER'5 DEVICES SHALL BE INTERCONNECTED IN VERTICAL PLANES OF THE FOREMOST (9 14 mm) ABOVE THE FLOOR AND 2 FEET (G I 0 mm) PROJECTION OF ADJACENT TREADS AND AT A FROM EXTERIOR WALL5 IN HABITABLE ROOMS AT MEASURED AT THE CENTER OF �`p U63734 �a CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND RESCUE OPENING. INSTALLATION INSTRUCTIONS. SUCH A MANNER THAT THE ACTUATION of TREADS AND LANDINGS. THERE A ONE ALARM WILL ACTIVATE ALL OF THE RIGHT ANGLE TO THE TREADS LEADING EDGE. THE DESIGN TEMPERATURE. THE INSTALLATION OF ��FE8� A-002 . 00 2: AN EMERGENCY ESCAPE AND RESCUE OPENING 15 NOT REQUIRED IN A NEW BASEMENT WHERE ALARMS IN THE INDIVIDUAL UNIT. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT ONE OK MORE PORTABLE SPACE HEATERS SHALL 50 cfm MECHANICAL SHALL BE A WALL SWITCH AT EACH ' ALL SMOKE DETECTORS TO BE NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS THERE IS AN EMERGENCY AND RESCUE OPENING IN AN EXISTING BASEMENT THAT IS ACCESSIBLE FROM INTERCONNECTED AND HARDWIRED ALL SMOKE DETECTORS TO BE OF STAIRS SHALL NOT EXCEED THE SMALLEST � FLOOR LEVEL TO CONTROL THE LIGHT vEN VENT/DIRECTLY TO OUTSIDE AIR SOURCE WHERE THE STAIRWAY HAS THE NEW BASEMENT INTERCONNECTED AND HARDWIRED BY MORE THAN 8 INCH (9.5 mm) SECTION (AT BATHROOM AREAS) SIX OR MORE RISERS. ELITE D 0 � O -- TOP OFROOF -- ELEV. 23'-0" HOME DE51GN5 INC G3 1 -455- 1 G42 -- TOP PLATE -- BRIAN COLLIN5 , P . E . ELEV. 17-5" =# ® 59 WILLOW STREET ® GARDEN CITY, NY, 1 1 530 TEL:(5 I G)741 -0053 FAX:(5 I G)741 -0053 SECOND F.F. ELEV. 10'-4" HR® o ❑ D ■ _ GRADE ELEV. 0'-0" - FRONT ELEVATION , REAR ELEVATION SCALE: 3/1 6 = IT-0" TOP OF ROOF ELEV. 23'-0" -— TOP PLATE _— NEW CONTINUOUS RIDGE ELEV. 17-5" ER VENT NEW 2X 12 RIDGE 12 15 NEW 2X 10 ROOF RAFTERS SECOND F.F. @ I G" O.C. 3i� ELEV. 10'-4" NEW R-30 BATT (2) 4 LAG BOLTS ON EACH SIDE @ IG" O.C. INSULATION NEW R-25 FIBERGLASS BATT INSULATION WITH I " AIR GAP NEW 2X 10 CEILING JOISTS SOFFIT CONSTRUCTIONTYPICAL : o @ I G" O.C. ( ) 4" ALUMINUM GUTTERS AND LEADERS OVER I XG WOOD jk GRADE FASCIA BOARD. VINYL ELEV. 0'-0" NEW 1/2" GYPSUM WALL BOARD TYPICAL ALL WALLS — PERFORATED SOFFIT VINYL PANEL RIGHT SIDE ELEVATION AND CEILING 3 1 ro SCALE: 3/1 G" = 1 '-0" NEW 2X 10 FLOOR JOISTS @ IGil O.C. I NEW 2XG LAY FLAT NEW 2X6 LAY FLAT NEW (2) 2X I 0 FLOOR JOISTS @ 16" O.C. EXISTING 2XG CEILING JOISTS NEW 2X6 LAY FLAT EXISTING 2XG CEILING JOISTS TO REMAIN TO REMAIN Issue Description Date PROJECT COLLI Ns RESIDENCE PROPOSED --- --- 4L ... ... SECOND FLOOR ADDITION i� 3450 PECONIC BAY BOULEVARD LAUREL NY I FOR ALL CONNECTIONS ELEVATIONS CR055 SECTION cRoss SECTION 5 SCALE: 3/8" = 1 '-011 SEE 5H EETS A006 � A007 SEAL SIGNATURE DATE: 08-13-18 4PROPOST. ED 15OMETRIC VIEW ar s.:� �A � ` PROJECT No: 2018-15 SCALE: Nr . S. .�� DRAWING BY: CD F. �Q- p<< '�Z®� CHK BY: CD N r DWG No: 06373A �opessi0'�p% A-003 . 00 GENERAL NOTES GENERAL NOTES ELITE DRAfTING � 0 *SEAL ALL TYVEK® JOINTS AND PE=NETRATIONS WITH APPROVED TAPE. *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. TO THE BEST OF MY KNOWLEDGE, BELIEF AND O (ex. DUPONTTM CONTRACTOR TAPE). (ex. DUPONTTM CONTRACTOR TAPE). TABLE 8402.4. 1 . I AIR BARRIER AND INSULATION INSTALLATION PROFESSIONAL JUDGEMENT, SUCH PLANS OR NOME DE51GN5 INC *FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS *FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS SPECIFICATIONS ARE IN COMPLIANCE WITH OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT TM WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONTTM WRAPCAPS) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA THE ENERGY CODE *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND G 3 1 -455- 1 G4 2 GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER AIR-PERMEABLE INSULATION THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. SHALL BE INSTALLED IN THE SHALL NOT BE USED AS A 8401 .3 CERTIFICATE. A PERMANENT CERTIFICATE SHALL P . E.FLOOR TYPICAL WALLBUILDING ENVELOPE. SEALING MATERIAL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN BRIAN COLLIN5 , . 1/2"GYPSUM BOARD TYPICAL WALL WOOD SIDING THE EXTERIOR THERMAL PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WOOD SIDING WOOD FURRING 59 WILLOW STREET WOOD JOISTS ENVELOPE CONTAINS A 5/8"TONGUE & GROOVE WOOD FURRING TYVEKOHOMEWRAPO CONTINUOUS AIR BARRIER. WHERE THE FURNACE 15 LOCATED, A UTILITY ROOM OR AN GARDEN CITY, NY, I 1 530 TYVEK®HOMEWRAPO 7/16" OSB SHEATHING APPROVED LOCATION INSIDE THE BUILDING. WHERE TEL:(5 16)74 1 -0053 PLYWOOD SUB-FLOOR /16" OSB SHEATHING 2"x6"WOOD STUDS BREAKS OR JOINTS IN THE AIR LOCATED ON AN ELECTRICAL PANEL THE CERTIFICATE 2"4"WOOD STUDS w/ R-19 BATT INSULATION BARRIER SHALL BE SEALED. SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE FAX:(5 I G)741 -0053 w/R-19 BATT INSULATION I VAPOR RETARDER CEILING/ATTIC THE AIR BARRIER IN ANY DROPPEDTHE INSULATION IN ANY LIPPED CIRCUIT DIRECTORY LABEL SERVICE DISCONNECT LABEL VAPOR RETARDER f 1/2"GYPSUM BOARD CEILING/SOFFIT SHALL BE ALIGNED CEILING/SOFFIIT SHALL BEDALIGNED OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL 1/2" GYPSUM BOARD PENETRATION WITH THE INSULATION AND ANY WITH THE AIR BARRIER LIST THE PREDOMINANT R-VALUES OF INSULATION (ex. EXHAUST VENT) GAPS IN THE AIR BARRIER SHALL LAP &TAPE TYVEKO AT PROVIDE WOOD BE SEALED. INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION JOINTS (UPPER SHEET BLOCKING & CAULKING (SLAB, BASEMENT WALL,CRAWLSPACE, WALL AND FLOOR) MINIMALLY EXPANDING ACCESS OPENINGS, DROP DOWN AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS OVER LOWER SHEET) FLANGE STAIRS OR KNEE WALL DOORS TO POLYURETHANE FOAM UNCONDITIONED ATTIC SPACES FOR FENESTRATION AND THE SOLAR HEAT GAIN OR APPROVED CAULKING (SEALED TO PENETRATION) AROUND SHALL BE SEALED COEFFICIENT (SHGC) OF FENESTRATION, AND THE STAPLE VAPOR RETARDER BATT INSULATION RESULTS FROM ANY REQUIRED DUCT SYSTEM AND PENETRATION THE JUNCTION OF THE CAVITIES WITHIN CORNERS AND WALLS BETWEEN JOISTS AND SEAUTAPE TYVEK®TO FLANGE FOUNDATION AND SILL PLATE HEADERS OF FRAME WALLS SHALL BE BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE TO UNDERSIDE OF FLOOR TYPICAL WALL (USE EK® SHALL BE SEALED INSULATED BY COMPLETELY FILLING BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR SHEATHING FOR LARGE OPENINGENINGS)) THE CAVITY WITH A MATERIAL HAVING EACH COMPONENT, THE CERTIFICATE SHALL LIST THE THE JUNCTION OF THE TOP PLATE A THERMAL RESISTANCE OF K-3 PER TYPES AND EFFICIENCIES OF HEATING, COOLING AND AND THE TOP EXTERIOR WALLS INCH MINIMUM. FLOOR/ WALL INTERFACE DETAIL WALL PENETRATION DETAIL SHALL BE SEALED SERVICE WATER HEATING EQUIPMENT. WHERE A RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDING (HEATING CLIMATE) RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDI(MATING CLIMATE) EXTERIOR THERMAL ENVELOPE GA5-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE KNEE WALLS SHALL BE SEALED INSULATION FOR FRAMED WALLS OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS RESIDENCE, THE CERTIFICATE SHALL LIST "GAS FIRED ALIGNMENT WITH THE AIR BARRIER UNVENTED ROOM HEATER,: "ELECTRIC FURNACE" OR GENERAL NOTES GENERAL NOTES "BASEBOARD ELECTRIC HEATER" A5 APPROPRIATE. AN EFFIENCY SHALL NOT BE LISTED FOR GAS-FIRE UNVENTED *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. THE SPACE BETWEEN (ex. DUPONT TM CONTRACTOR TAPE). TM WINDOWS, SKYLIGHTS WINDOW/DOOR JAMBS AND ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC (ex. DUPONT CONTRACTOR TAPE). AND DOORS *FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS *FASTEN AND SKYLIGHTS AND BASEBOARD HEATERS. OR USE NAILS WITH LARGE PL.AESTIC WASHER HEADS.(ex. DUPONT TM WRAPCAPS) FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT TM WRAPCAPS) FRAMING SHALL BE SEALED. 8402.4 AIR LEAKAGE. THE BUILDING THERMAL ENVELOPE *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. RIM JOISTS RIM JOISTS SHALL INCLUDE THE RIM JOISTS SHALL BE INSULATED SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN AIR BARRIER ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS FLOOR FLOORS (INCLUDING THE AIR BARRIER SHALL BE FLOOR FRAMING CAVITY INSULATION 8402.4. 1 THROUGH 8402.4.4 WOOD JOISTS TYPICAL WALL TYPICAL WALL ABOVE GARAGE AND INSTALLED AT ANY EXPOSED EDGE SHALL BE INSTALLED TO MAINTAIN 5/8"TONGUE &GROOVE WOOD SIDING WOOD SIDING CANTILEVERED FLOORS) OF INSULATION PERMANENT CONTACT WITH THE 8402.4. 1 BUILDING THERMAL ENVELOPE, THE BUILDING PLYWOOD SUB-FLOOR WOOD FURRING WOOD FURRING UNDERSIDE OF 5UBFLOOR DECKING, THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS TYVEK®HOMEWRAP® OR FLOOR FRAMING CAVITY TYVEK®HOMEWRAP® 8402.4. 1 . 1 AND R402.4. 1 .2. THE SEALING METHODS FA, F- -7/16"OSB SHEATHING /16"OSB SHEATHING INSULATION SHALL BE PERMITTED TO 2"4"WOOD STUDS 2"x6"WOOD STUDS BE IN CONTACT WITH THE TOP SIDE BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR w/ R-19 BATT INSULATION OF SHEATHING, OR CONTINUOUS DIFFERENTIAL EXPANSION AND CONSTRUCTION. w/ R-19 BATT INSULATION VAPOR RETARDER INSULATION INSTALLED ON THE VAPOR RETARDER UNDERSIDE OF FLOOR FRAMING AND 8402. 1 . 1 INSTALLATION. THE COMPONENTS OF THE 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR BUILDING THERMAL ENVELOPE AS LISTED IN TABLE SILL GASKET FRAMING MEMBERS R402.4. 1 . 1 SHALL BE INSTALLED 1N ACCORDANCE WITH CAULKTYVEK® TO CONCRETE nn THE MANUFACTURE'S INSTRUCTIONS AND THE CRITERIA FOUNDATION WALL MINIMALLY EXPANDING u INSTALL TYVEK® FLEXWRAPTM POLYURETHANE FOAM OR LISTED IN TABLE 8402.4. 1 . 1 , AS APPLICABLE TO THE APPROVED CAULKING OVER MOUNTING FLANGE. LAP CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED WHERE PROVIDED INSTEAD OF METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE INSECT SCREEN (AROUND WINDOW RSO) TYVEK®&TAPE JOINTS. CRAWL SPACES SHALL BE FLOOR INSULATION, INSULATION CODE OFFICIAL AN APPROVED THIRD PARTY SHALL BATT INSULATION ANCHOR BOLT WINDOW WITH COVERED WITH A CLA55 I VAPOR SHALL BE PERMANENTLY ATTACHED INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. PARGING & DRAINAGE LAYER INTEGRAL MOUNTING RETARDER WITH OVERLAPPING TO THE CRAWL5PACE WALLS. STAPLE VAPOR RETARDER a CONCRETE FOUNDATION WALL FLANGE JOINTS TAPED R402. 1 .2 TESTING. THE BUILDING OR DWELLING UNIT BETWEEN JOISTS AND TO a 2"x4"WOOD STUDS UNDERSIDE OF FLOOR SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY SHALL BE TESTED AND VERIFIED AS HAVING AN AIR SHEATHING - w/R12 BATT INSULATION PENETRATIONS, AND FLUE LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER VAPOR RETARDER SHAFTS OPENING TO EXTERIOR WINDOW HEAD DETAIL OR UNCONDITIONED SPACE HOUR IN CLIMATE ZONES I AND 2, AND THREE AIR SHALL BE SEALED CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. BASE OF' WALL DETAIL RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDINMATING CLIMATE) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDI(WATING CLIMATE) NARROW CAVITIES BAITS IN NARROW CAVITIES SHALL BASTM E 779 OR ASTM F 1827 AND REPORTED AT A CAVITIES SHALL BE CUT TO FIT, B NARROWE FILLED BY PRESSURE OF 0.2 INCH W.G. (50 PASCALS). WHERE INSULATION THAT ON INSTALLATION REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE READILY CONFORMS TO THE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN AVAILABLE CAVITY SPACE REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED TYPICAL WALL BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO WOOD SIDING GENERAL NOTES GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT WOOD FURRING *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. BETWEEN THE GARAGE AND ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE TYVEKRSHOMEWRAP® CONSITIONED SPACES 7/16" OSB SHEATHING (ex. DUPONT TM CONTRACTOR TAPE). BUILDING THERMAL ENVELOPE. 2"x6" WOOD STUDS *FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS RECESSED LIGHTING RECESSED LIGHT FIXTURES RECESSED LIGHT FIXTURES w/ R-19 BATT INSULATION OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONTTM WRAPCAPS) INSTALLED IN THE BUILDING INSTALLED IN THE BUILDING DURING TESTING: *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THERMAL ENVELOPE SHALL BE THERMAL ENVELOPE SHALL BE AIR Issue Description Date VAPOR RETARDER THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. SEALED TO THE DRYWALL TIGHT AND IC RATED 1 . EXTERIOR WINDOWS AND DOORS, FIREPLACE AND 1/2" GYPSUM BOARD STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, PLUMBING AND WIRING BATT INSULATION SHALL BE CUT BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER PROJECT � LAP AND TAPE TYVEK� WINDOW WITH NEATLY TO FIT AROUND WIRING AND ° (9 AT JOINTS INTEGRAL MOUNTING CAULKING PLUMBING IN EXTERIOR WALLS, OR INFILTRATION CONTROL MEASURES. � , FLANGE INSULATION THAT ON INSTALLATION COLLINS RE51 D E N C E o° READILY CONFORMS TO AVAILABLE -� MINIMALLY EXPANDING TYPICAL WALL SPACE SHALL EXTEND BEHIND 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP ��f POLYURETHANE FOAM OR WOOD SIDINGPIPING AND WIRING AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE PROPOSED p / APPROVED CAULK WOOD FURRING CLOSED, BUT NOT SEALED BEYOND INTENDED i4 (AROUND WINDOW RSO) TYVEK®HOMEWRAP® INFILTRATION CONTROL MEASURES. SECOND FLOOR ADDITION / 7/16" OSB SHEATHING SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE 2"x6"WOOD STUDS WRAPTYVEK®INTO SHOWERS AND TUBS SHALL INSULATED 3. INTERIOR DOORS, IN INSTALLED AT THE TIME OF THE 3450 PECONIC BAY BOULEVARD OPENING (JAMBS & SILL) w/R-19 BATT INSULATION j SEPARATE THEM FROM THE TEST, SHALL BE OPEN. LAUREL, NY / VAPOR RETARDER SHOWERS AND TUBS / &TAPE (ESP. @ CORNERS) USING TYVEK A FLEXWRAPTM 1/2" GYPSUM BOARD ° LAP &TAPE TYVEK® 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION AT JOINTS (UPPER SHEET ON EXTERIOR AL BOX THE AIR BARRIER SHALL BE RI SYSTEMS AND HEAT RECOVERY VENTILATORS AIR HALING DETAI L5 ON EXTERIOR WALLS INSTALLED BEHIND ELECTRICAL OVER LOWER SHEET) OR COMMUNICATION BOXES OR SHALL BE CLOSED AND SEALED. � AIR BARRIER NOTES AIR-5'EALED BOXES SHALL BE INSTALLED 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT FASTEN TYVEKOFLEXWRAPTM HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT THE TIME OF THE TEST, SHALL BE TURNED OFF. CORNER USING MECHANICAL PENETRATE BUILDING THERMAL FASTENER ENVELOPE SHALL BE SEALED TO SEAL SIGNATURE THE 5UBFLOOR OR DRYWALL G. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT DATE: 08-13-18 INSTALLTYVEK® FLEXWRAPTM PROJECT N 201 AROUND PERIMETER OF OPENING CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, THE TIME OF THE TEST, SHALL BE FULLY OPEN. o: 18- 5 CONCEALED FIRE SPRINKLERS of r��y�� SHALL ONLY BE SEALED INA 8402.5 MAXIMUM FENESTRATION U-FACTOR AND SHGC. DRAWING BY: CD � MANNER THAT IS RECOMMENDED THE AREA-WEIGHTED AVERAGE MAXIMUM FENE5TRATION ��' � �`, �.p � CHK BY: CD BY THE MANUFACTURER. U-FACTOR PERMITTED USING TRADEOFFS FROM SECTION ' TYP I C/kL WALL ISOMETRIC o ° CAULKING OR OTHER ADHESIVE 8402. I .5 OR 8405 SHALL BE 0.48 IN CLIMATE ZONES 4 DWG No: RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDI(VRATING CLIMATE) �. SEALANTS SHALL NOT BE USED #�� � To FILL VOIDS BETWEEN FIRE AND 5 AND 0.40 IN CLIMATE ZONES G THROUGH 8 FOR $ _ SPRINKLER COVER PLATES AND VERTICAL FENESTRATION, AND 0.75 IN CLIMATE ZONES 4 �'s373� WALLS OR CEILINGS THOUGH 8 FOR SKYLIGHTS. THE AREA-WEIGHTED AVERAGE ARo WINDOWSILL DETAIL a. IN ADDITION, INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400 MAXIMUM FENESTRATION SHGC PERMITTED USING F��seo� A-004 . 00 RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDIQATING CLIMATE) TRADEOFFS FROM SECTION 8405 IN CLIMATE ZONES I THROUGH 3 SHALL BE .50. SHEATHING INSTALLED DUPONTTm TYVEK®TAPE OVER BARE STUDS ELITE D I HEAD FLAP FOLDED DUPONT TM TYVEK®WRB O ° SHEATHING FASTENERS BARE STUDS UPWARD TO EXPOSE 110ME D INC 0 SHEATHING. DUPONTTM TYVEK®WRAP CAP FASTENER OUTLINE OF ROUGH r� 0 EXPOSED 0 ROUGH OPENING ° OPENING TO BE CUT G 3 1 -455- 1 G4 2 SHEATHING. FOR WINDOW. EXTERIOR DUPONTTM'TY K TA E OUTLINE 0 BRIAN COLLIN5 , P . E . ° _ _ GARDEN CITY, NY, 1 1 530 IS _ °T ° — — — TEL:(5 I G)74 1 -0053 Ilk ° I 1 DIRECTION OF FAX:(5 I G)741 -0053 0 0 DUPONTTM TYVEK®WRB I 0 1 1° ° POSITIVE DRAINAGE SILL 1 I ° °) I FLOW. INTERIOR 0 o I- - - - - - - - - - 0- - — — - - - - - - 1 — - - - - 0 \I 0 \ 0 1 0 �, 0 w 0 ° ° 0 0 0 0 0 0 STEP 6 0 STEP 5 STEP 4 0 STEP 3 0 STEP 2 STEP 1 ° ° A. FLIP THE CUT HEAD FLAP UPWARD 0 A. CUT AN "I-CUT" (STANDARD I-CU 0 A. DUPONTTM TYVEK0 WRB TO BE 0 A. SHEATHING TO BE INSTALLED OVER BA BARE STUDS PRIOR TO SHEATHING INSTALLATI A. FOLD SIDE FLAPS INTO ROUGH EXPOSE THE SHEATHING ANDL THE DUPONTT"' TYVEK®WRB. MECHANICALLY FASTENED AND INSTALLED STUDS. ° SLOPE SILL FRAMING TO EXTERIOR. FRAMING AND OPENING AND SECURE TO INSIDE B. AFTER SHEATHING HAS BEEN INSTALLED, CUT TEMPORARILY SECURE WITH B. CUT A HEAD FLAP AT A 45 ANGLE TO OVER SHEATHING. NON-WATERPROOFING COMPONENTS ARE ONLY DUPONTTM TYVEK®TAPE. WALL. SECURE TO INSIDE WALL WITH EXPOSE 8" OF SHEATHING TO ALLOW B. DO NOT INSTALL FASTENERS WITHIN 6"OF AN OPENING IN THE SHEATHING ALONG THE TYVEK®TAPE OR SHOWN SCHEMATICALLY. SEE DRAWINGS BY DUPONT TM TYVEK®WRAP CAP FOR HEAD FLASHING INSTALLATION. THE SILLS AND JAMBS OF THE OPENINGS PERIMETER OF THE ROUGH OPENING FOR OTHERS FOR DETAILED INFORMATION. FASTENERS AND WITHIN 9"OF THE HEAD OPENINGS. WINDOW. C. ENSURE THE SHEATHING IS CUT FLUSH WITH OR SLIGHTLY BELOW THE SILL FRAMING TO ALLOW FOR POSITIVE DRAINAGE. CORRECT DUPONT'"FLEXWRAP-NF OPTIONAL BACKDAM DETAIL PEEL LARGEST STRIP OF 0 0 0 0 WHEN USING 9"WIDE RELEASE PAPER FIRST. DUPONTTM'FLEXWRAPT"' NF O /�J(�� O 0 O 0 �• 0 \ OUTER RELEASE PAPER �1f/ I T to. 0 \ CENTEFOLD HERE PAPER FOLD HERE r TO BREAK INCORRECT O QQ WINDOW TOB 0 0 0 0 0 0 \ \.' SDORES 0 0 0 0 DUPONTTM FLEXWRAPTM NF _rINSTALLED RELEASE PAPER F 3ACKDAM -_ 0 0 0 0 0 O O NO GAPS IN 0 0 / I CORNERS \ 0 SANT 0 \ INCORRECT ( SEA NMBPONEX WRAPTM \ 0 0 \ DUPONT-- \ fL DUPONT' FLEXWRAP-NF REVERSE i FLASHED SILL \ / O O _ of CORRECT INCORRECT f.. �Fhra a °+LYrd �Y�hrd °+iY 4-k NF 0 % 0 / 0 0 0 0 0 0 0 a 0 STEP 12 STEP 11 STEP 10 STEP 9 STEP 8 0 STEP7 0 0 0 0 o c1LL. O A. CUT TWO PIECES OF 0 A. INSTALL WINDOW ACCORDING TO 0 A. 0 A. REMOVE NARROW PIECE OF THE RELE 0 w A. INSTALL THE SILL FLASHING. REMOVE 0 A. PREPARE THE SILL FLASHING BY CUT A 0 DUPONTTm FLASHING TAPE OR MANUFACTURER'S INSTALLATION APPLY (CONTINUOUSLY) DUPONTTM RE NTI L PAPER. LARGEST STRIP OF RELEASE PAPER, ALI E: DUPONTTM STRAIGHTFLASHTm FOR JA INSTRUCTIONS. SEALANT OR RECOMMENDED SEALANT ON B. FAN DUPONTTm FLEXWRAPTm NF AT BOTTOM THE FLASHING WITH THE INTERIOR EDGE OF AT LEAST 12" LONGER THAN THE SILL LENGT . FLASHING EXTENDING 1"ABOVE WINDOW THE HEAD AND JAMBS OF ROUGH OPENING CORNERS AND ADHERE ONTO EXTERIOR SILL AND INSTALL INTO ROUGH OPENING B. USE 6" DUPONTTm FLEXWRAPTm NF HEAD FLANGE AND 4"TO 6" BELOW (ON TOP OF WRB). FACE OF WALL. COVERAGE SHOULD BE 2" ACROSS SILL AND UP JAMBS (6"MIN.). FOR 2"x 4" FRAMING BOTTOM EDGE OF SILL FLASHING. B. IF SEALANT IS APPLIED TO THE SILL, TO 3" INCHES ONTO THE FACE OF THE WALL B.APPLY WORKING FROM THE MIDDLE OF THE AND 9" DUPONTTm FLEXWRAPTm NF B. REMOVE RELEASE PAPER AND PRESS ENSURE THAT THERE ARE AT LEAST TWO C. PRESS SILL FLASHING W/ FIRM HAND SILL TOWARDS THE SIDES. SECURE FOR 2"x 6" FRAMING. TIGHTLY ALONG SIDES OF WINDOW (2) 2" INCH GAPS IN THE SEALANT BEAD FOR PRESSURE OR J-ROLLER TO ENSURE FULL DUPONTTm FLEXWRAPTm NF TIGHTLY INTO C. INSPECT INSTALLATION SURFACE TO ENSURE FRAME. EVERY 4' OF WINDOW TO ALLOW FOR ADHESION ON ALL SURFACES. THE CORNERS BY FIRST WORKING IN ALONG THE SURFACE IS FREE OF DIRT AND DRAINAGE. THE SILL BEFORE ADHERING UP THE JAMBS. SUBSTANCES THAT COULD INTERFERE WITH C. DO NOT STRETCH MATERIAL ALONG THE SILL ADHESION AS WELL AS ANY SHARP OR JAMBS. PROTRUSIONS. \ Issue Description Date \ O ° \ PROJECT HEAD FLAP FOLDED p OVER HEAD FLASHING. C O LLI N 5 I\E5 I D�N C 0 � 0 � 0 � HEAD 0 � Z' 0 A 0 �'10" 0 FLASHING �' 0 PROP05ED Ive SECOND FLOOR ADDITION 3450 PECONIC BAY POULFVARD LAUREL, NY A SAN AIR 5EAL1 NG DETAI L5 fi4Wvs O F`"W. $ 0 FA`a 0 F"4v„ 0 d "roF 'roF d y�F ® ,roF SEAL SIGNATURE DATE: OS-13-18 0 0 0 0 STEP 17 0 0 � 0 0 � 0 0 � PROJECT No: 20 18-15 0 r 1 �► 0 ,`�Qf: Ne�� DRAWING BY: CD A. INSTALL DUPONTTM RESIDENTIAL SEALA O STEP 16 _ STEP 15 - ` STEP 14 STEP 13 �' � ��� F %O� CHK BY: CD 0 0 0 0 N RECOMMENDED SEALANT(AND BACKER RO AS �f; DWG No: NECESSARY)AROUND THE WINDOW OPENI GAT44 , .' 4 A. TAPE ALL CUTS IN DUPONTTM TYVEK®WRB AND PE 0 A. TRIM THE 0 A. FLIP DOWN UPPER FLAP OF 0 A. CUT A PIECE OF 0 to Au � w INTERIOR. IT IS ALSO ACCEPTABLE TO USE i- TM HEAD OF THE WINDOW WITH DUPONT"m TYVEK®WRB 1"-2"ABOVE THE DUPONTTM TYVEK®WRB SO IT LAYS FLA DUPONTTM TM DUPONTTM FLAS to DUPONT T"' WINDOW AND DOOR FOAM OR RECOMMENDED DUPONT(TM) TYVEK(R) TAPE, 4 DUPONT FLASHING WINDOW OPENING. ACROSS THE HEAD FLASHING. TAPE FOR HEAD FLASHING F FOAM AT THE INTERIOR CAVITY OF THE JAMBS AND HEAD. �� TM �� �6375� TAPE OR DUPONTTM STRAIGHTFL.ASHTM. B. WHEN TRIMMING THE B. HEAD FLASHING TO EXTEND BEYOND IF FOAM IS USED AT THE SILL, RECOMMENDED SEALANT DUPONTT"' TYVEKO WRB, DO NOT CUT OR OUTER EDGES OF JAMB FLASHING. FEBSIoN SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM TO ENSURE A PROPER WATER SEAL. DAMAGE THE HEAD FLASHING THAT HAS C. REMOVE RELEASE PAPER AND INSTALL A-005 . 00 BEEN INSTALLED BEHIND IT. COMPLETELY COVERING WINDOW MOUNTING FLANGE AND ADHERING TO THE EXPOSED SHEATHING. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (2001 WFCM: TABLE 3.1) 1 ELITE DRAfTINGO NUBER AND TYPE OF -�( HOME DE51GN5 I DESCRIPTION OF BUILDING ELEMENTS SPACING FASTENERS / 1 FASTENER J G3 1 -455- 1 G 4 2 J015T TO SILL OR GIRDER, TOE NAIL 3-8d 2-8d 13RIANI"x G"5UBFLOOR OR LE55 TO EACH JOIST, FACE NAIL 2 STAPLES, t 314 COLLIN5 , F . E . 2"5UBFLOOP,TO J015T OR GIRDER, BLIND AND FACE NAIL 2-1 6d 59 WILLOW STREET SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"O.C. GARDEN CITY, NY, 1 1 530 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d / TEL/:(5 I G)74 1 -0053 STUD TO 50LE PLATE, TOE NAIL 3-8d OR 2-16d FAX:(5 I G)741 -0053 DOUBLE STUDS, FACE NAIL Od 24"O.C. DOUBLE TOP PLATES, FACE NAIL 1 Od 24"O.C. - - - - - - - - - - - - - - - - -i B 50LE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-1 Gd I G"O.C. DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOISTS, 8-1 6d FACE NAIL IN LAPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d _ _ _ _ � C 1 BRANCH BRANCH 501E OR WASTE VENT RIM JOISTS TO TOP PLATE, TOE NAIL Sd G"O.C. / — — —- FIXTURE HOT COLD CONNECTION CONNECTION TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-1 OdWATER WATER 2nd ` WATER 3/4" 3"X 4" BUILT-UP HEADER, TWO PIECES WITH 112"51-ACER I Gd I G"O.C. ALONG AT EACH EDGE / CLOSET CONTINUED HEADER, TWO PIECES I6d 16" O.C. ALONG AT EACH EDGE STORY SINK 3/4" 3/4" 2" 1 1/2" CEILING JOISTS TO PLATE, TOE NAIL 3-8d I F / BATHTUB 3/4" 3/4" I 112" I 1/4" CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d APPLICABLE SHOWER 3/4" 3/4" 2" I I/2" CEILING JOIST, LAPS OVER PARTITIONS, FACIE NAIL 3-10d N CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-I Od I I i \ / — — — — — — D WASHER 3/4" 3/4" 1 112" 1 1/4" RAFTER TO PLATE, TOE NAIL 2-16d D I / 1 / 1 / ` / - — — — — — — — M I" BRACE TO EACH STUD AND PLATE, FACE NAIL / 2 STAPLES 13/4 / / / TABLE P3201 .7 R _ _ _ _ _ 51ZE OF TRAPS AND TRAP ARMS v � I"x G"SHEATHING TO EACH BEARING, FACE NAIL 2-8d FOR PLUMBING FIXTURES PLUMBING FIXTURE (INCHES) 2 PL I TRAP SIZE MINIMUM 2-8d I"x 8"SHEATHING TO EACH BEARING, FACE NAIL BATHTUB(WITH OR WITHOUT SHOWER 2 STAPLES 1 3/4 1 5t PORCH HEAD AND/OR WHIRLPOOL ATTACHMENTS) 1 3-801 DECK I F WIDER THAN I"x 8"SHEATHING TO EACH BEARING, FACE NAIL STORY 4 5TAPLE5 1 3/4 BIDET I a BUILT-UP CORNER STUDS I Od 24"O.C. if I F AP P LI CABLE CLOTHES WASHER STANDPIPE 2 NAIL EACH LAYER A5 FOLLOWS: 32" AP P LI CABLEAPPLICABLE DISHWASHER(ON SEPARATE TRAP) I BUILT-UP GIRDERS AND BEAMS, 21NCH LUM'3ER LAYERS I Od O.C. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. FLOOR DRAIN 2 2" PLANKS 2-16d AT EACH BEARING / KITCHEN SINK(ONE OR TWO TRAPS, WITH OR \ 1 WITHOUT DISHWASHER AND GARBAGE 2" ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: 1 GRINDER) TOE NAIL 4-16d ` `� E — — — — FACE NAIL 3-1 6d ``'< ONE OR MORE COMPARTMENTS) 1 z RAFTER TIES TO RAFTERS, FACE 3-8d \ \ \ I I �\ N LAVATORY 2 LJ \ \_— — _, — O SHOWER 2 WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF, AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING I.— J WATER CLOSET NOTE a 5/16"- I/2" 6D COMMON NAIL 6 12 DETAIL FOR 51: 1 inch = 25.4 mm. 5/16"- 1/2" 8D COMMON NAIL SHEET A5 (a) CONSULT FIXTURE STANDARDS FOR TRAP DIMENSION OF SPECIFIC BOWLS 19/32" - I" 8D COMMON NAIL 6 1 2g 1 1/8"- 1 1/4" 1 OD COMMON NAIL OR 8d DEFORMED NAIL G 12 TYF . CONNECTOR D M NOTE: SPACING OF FA5TNER5 THE PLUMBING SYSTEM SHALL BE DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FA5TNER EDGES INTERMEDIATE SUPPORTS INSTALLED IN ACCORDANCE WITH CHAPTERS 25/33 OF THE 2015 IRC OTHER WALL SHEATHING Immul 112" REGULAR CELLULOSIC 1 1/2" GALVANIZED ROOFING NAIL 6d FIBREBOARD SHEATHING COMMON NAIL STAPLE 16 a. I I/2" LONG 3 6 P2605. 1 GENERAL. NOTE: g PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE FOLLOWING: ALL SUPPLY PIPES TO BE COPPER TYPE"M" OR CR055-LINKED POLYETHYLENE "PEX" 1/2"STRUCTURAL CELLOL051C 1 1/2"GALVANIZED e00FING NAIL 8d 1 . PIPING SHALL BE SUPPORTED TO ENSURE ALIGNMENT AND PREVENT SAGGING, AND ALLOW MOVEMENT A550CIATED WITH THE EXPANSION AND CONTRACTION OF THE ALL DRAINS TO BE 5HC 40 PVC FIBREBOARD SHEATHING COMMON NAIL STAPLE 16 ga. 1 1/2" LONG 3 6 PIPING SYSTEM. ROOF VENT 2. PIPING IN THE GROUND SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH, EXCEPT WHERE SUPPORT 15 OTHERWISE PROVIDED, 25/32"STRUCTURAL CELLULOSIC 1 3/4"GALVANIZED ZOOFING NAIL Sd 3. HANGERS AND ANCHORS SHALL BE OF SUFFICIENT STRENGTH TO MAINTAIN THEIR PROPORTIONAL SHARE OF THE WEIGHT OF PIPE AND CONTENTS AND OF SUFFICIENT FIBREBOARD SHEATHING COMMON NAIL 5TAFLE 16 ga. 1 3/4" LONG 3 6 WIDTH TO PREVENT DI50RTION TO THE PIPE. HANGERS AND STRAPPING SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES (0.79 RAD) FOR PIPE 51ZE5 4 INCHES (102 MM) AND LARGER. 1/2"GYPSUM SHEATHING 1 1/2"GALVANIZED ROOFING NAIL; 4. PIPING SHALL BE SUPPORTED AT DISTANCES NOT TO EXCEED TH05E INDICATED IN TABLE P2605. I 6d COMMON NAIL; STAPLE GALVANIZED, 4 8 1 1/2" LONG; 1 1/4"SCREWS, TYPE W ORS VENT PIPE I/2"GYPSUM SHEATHING 13/4"GALVANIZED ROOFING NAIL; TABLE P2605.I Issue De5crlption Date 8d COMMON NAIL; STAPLE GALVANIZED, 4 8 PIPING SUPPORT 15 8" LONG: 15 8" SCREWS TYPE W OR 5 PIPING MATERIAL MAXIMUM HORIZONTAL SPACING MAXIMUM VERTICAL SPACING EXISTING (FEET) (FEET) BATHROOM PROPOSED SHOWS SHOWS PROPOSED LAUNDRY PROJECT WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING A55 PIPING 4 10 BATHROOM CO LLI N 5 RE51 D E N C E 3/4" AND LE55 6d DEFORMED NAIL OR 8d COMMON NAIL 6 12 ALUMINUM TUBING lo 15 51NK W.C. SINK SINK W.C. ASHE DRYER P RO P05 E D 7/8"- I" 8d DEFORMED NAIL OR 8d COMMON NAIL 6 12 CAST-IRON PIPE 5A 15 1 1/811 - 1 1/4" f Od DEFORMED NAIL OR 8d COMMON NAIL 6 12 COPPER OR COPPER ALLOY PIPE 12 I O COPPER OR COPPER ALLOY TUBING (I 4 INCHES IN DIAMETER AND SMALLER) 6 10 5 ECO N D FLOOR ADDITION — r_ — i I XISTING EXISTING EXISTING - COPPER OR COPPER ALLOY TUBING (I z INCHES IN DIAMETER AND LARGER) lo 10 E UPLIFT STRAP CONNECTION REQUIREMENTS CROSS-LINKED POLYETHYLENE (REX) PIPE, I INCH AND SMALLER 2.67 (32 INCHES) 1013 I KITCHEN BATHROOM BATHROOM SHOwE VENT--_l 3 4 5 0 PECO N I C BAY BOULEVARD STACK LAUREL, NY (ROOF-TO-WALL, WALL-TO WALL, AND WALL-TO- FOUNDATION) CROSS-LINKED POLYETHYLENE (REX) PIPE, I a INCH AND LARGER 4 10 B DISH UPLIFT STRAP CONNECTION REQUIREMENTS- (TABLE 3.48-WFCM 2001) SINK I WASHER SINK SINK CROSS-LINKED POLYETHYLENE/ALUM 1 NUM/CR055-LIN KED POLYETHYLENE 2,67 (32 INCHES) 4B W.C. W.0• 4"501E (1)TABULATED UPLIFT (REX-AL-REX) PIPE DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = I Opsf REQUIREMENTS A55UME CPVC PIPE OR TUBING (I INCH IN DIAMETER AND SMALLER) 3 10 A ROOF/CEILING DEAD NAILING STRAPPING DETAILS 3 SECOND GUST WIND 90 L 00 1 10 120 LOAD OF I oAsf CPVC PIPE OR TUBING (I 4 INCH IN DIAMETER AND LARGER) 4 10 PLUMBING RI 5 E R x 15psf). IF A CEILING A55EMBLY 15 NOT LEAD PIPING CONTINUOUS 4 ROOF CEILING ASSEMBLY 15 NOT PRESENT OR IF THE FRAMING SPACING NUMBER OF 8d COMMON NAILS PB PIPE OR TUBING 2.67 (32 INCHES) 4 (INCHES) SPAN CONNECTED TO THE ROOF (FEET) (IN EACH END OF 1 114 "x 20 GAGE STRAP) ASSEMBLY,THE POLYETHYLENE OR RAISED TEMPERATURE (PE-RT) FIFE, I INCH AND SMALLER 2.67 (32 INCHES) 10 B TABULATED NUMBER OF 12 1 2 2 2 NAILS SHALL BE POLYETHYLENE OR RAISED TEMPERATURE (PE-RT) PIPE, f a INCH AND LARGER 4 10 B SEAL 4 SIGNATURE DATE: 08-13-18 INCREASED BY I NAIL AT 16 I 2 2 3 EACH END Of THE STRAP. POLYPROPYLENE (PP) PIPE OR TUBING (I INCH AND SMALLER) 2.67 (32 INCHES) 1013 L PROJECT No: 2018-15 FOR EACH 5p5f INCREASE EXISTING HOUSE DTO STREET 20 1 2 2 3 IN STRUCTURAL POLYPROPYLENE (PF) PIPE ORTUBING (I 4 INCH AND LARGER) 4 10B SEWER O� ��� F O DRAWING BY: CD ROOF/CEILING DEAD LOAD, Y E ADNUMBER B �� ` 't` CHK BY: CD 16 24 2 2 3 3 OFAILS SMALLBE PVC PIPE 4 10 TRAP 14 PERMITTED TO NIL. B PLUMBING RISER DIAGRAM REDUCED BY I ADWG No: 28 2 2 3 4 STAINLESS STEEL DRAINAGE SYSTEMS 10 10 ,, 32 2 2 3 4 STEEL PIPE 1 2 1 5 0 361 2 1 3 4 1 4 FOR SI: 1 INCH = 25.4 MM, I FOOT = 304.8 MM (2) FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED A. THE MAXIMUM HORIZONTAL SPACING OF CAST-IRON PIPE HANGERS SHALL BE INCREASED TO 10 FEET WHERE I 0-FEET LENGTHS OF PIPE ARE INSTALLED. SOA ©63734 NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL AT EACH END B. FOR 51ZE5 INCHES AND SMALLER, A GUIDE SHALL BE INSTALLED MIDWAY BETWEEN REQUIRED VERTICAL SUPPORTS. SUCH GUIDES SHALL PREVENT PIPE ®'pessOpNP`' OF THE STRAP FOR EACH FULL WALL ABOVE MOVEMENT IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE PIPE. A-00G . 00 8905. 1 .2 ICE BARRIERS. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING P3 103. 1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND O ALONG EAVES CAU5ING A BACKUP OF WATER AS DESIGNATED IN TABLE 8301 .2(I), AN THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN G INCHES 0 T ICE BARRIER SHALL BE INSTALLED FORASPHALT SHINGLES, METAL ROOF SHINGLES, (I 52mm) ABOVE THE ROOF OR G INCHES (1 52mm) ABOVE THE ELITE DN/-\fTING MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE TYPE SHINGLES, WOOD SHINGLES ANTICIPATED SNOW ACCUMULATION, WHICHEVER 15 GREATER. AND WOOD SHAKES. THE ICE BARRIER SHALL CON515T OF NOT FEWER THAN TWO LAYERS ROOF SHINGLES: WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, NOME DE51GN5 t OF UNDERLAYMENT CEMENTED TOGETI'ER, OR A SELF-ADHERING POLYMER-MODIFIED ATTACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOF SHEATHING WITH OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM (4) GALVANIZED STEEL, 12 GA., FASTENERS CONFORMING TO ASTM F I GG7. PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LE55 THAN 7 6 3 1 -455- 1 G 4 2 THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LE55 THAN 24 INCHES (FOR EAVES 20' OR MORE ABOVE GRADE: (G) FASTENERS). FEET (2 134mm) ABOVE THE ROOF. (G I OMM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE P3 103.2 FROST CLOSURE. WHERE THE 97.5-PERCENT EQUAL TO OR GREATER THAN 8 UNITS'VERTICAL IN 12 UNITS HORIZONTAL, THE ICE VALUE FOR OUTSIDE DE51GN TEMPERATURE IS O°F (-18°C) - BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 3G INCHES (914MM) MEASURED ROOF SHINGLE UNDERLAYMENT: OR LESS, VENT EXTENSIONS THROUGH A ROOF OR WALL BRIAN COLLIN5 , P EDOUBLE TOP Simpson Strong-Tie ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE BUILDING. EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER MODIFIED BITUMEN) SHALL BE NOT LE55 THAN 3 INCHES (7Gmm) IN DIAMETER. ' ROOF FRAMING PLATE H2A FROM EDGE OF SAVE UP ALONG SHEATHING TO A MINIMUM 24" HORIZONTAL ANY INCREASE IN THE 51ZE OF THE VENT SHALL BE MADE 59 WILLOW STREET DISTANCE FROM THE IN51DE OF EXTERIOR WALL. APPLY ASTM D 22G, TYPE 1 , NOT LESS THAN I FOOT (304.8mm) INSIDE THE THERMAL OR ASTM D 4869 UNDERLAYMENT, A5 APPLICABLE PER BELOW: ENVELOPE OF THE BUILDING. F°1 GARDEN CITY, NY, I 1530 CRIP LE 5 UD �\°p TEL:(5 1 G)74 1 -0053 JACK AND KING STUDS TO BE HEADER FOR ROOFS > 4112 PITCH: APPLY ONE LAYER IN SHINGLE FASHION °F GP STRAPPED WITH 1 1/4'20 GA. GALV OVERLAPPING BY 2 STRAPPING. 12"MIN. ON STUD FULL FULL LENGTH MINIMUM. I=AX:(5 1 G741 -0053 12" SEARING ON HEADER WALL STUD I I/4" 20 GA. GALV. 'C� P�0 r112". FOR ROOFS 2/12 to 4/12 SLOPE APPLY TWO LAYERS. FASTEN 3G INCH STRIP c� EADER ST `NOTE: STRAP WRAPPED "UNCER ON UPLIFT CONNECTION IS MUDSILL MIN. 12"ON PARRALLEL AND OVERLAPPING THE ICE SHIELD. OVERLAP SUCCESSIVE REQUIRED AT EACH END OF STUD SURFACE SHEETS BY 19". �OP� HEADER AND AT BOTTOM OF ROOF DECK: I I/4"20 GA. GALV T� I�— HEADER STUDS IN ADDITION CEILIN JOIST(SEE FLOOR PLAN FOR °°° STRAPPING 12"MIN. ON STUD No UPLIFT MIN 12 I/2 EXTERIOR PLYWOOD. (SEE CONNECTIONS DETAILS SHEET CONNECTO TO CONNECTORS AT WALL 2 x REQUIRED II STUDS, AND AT TOP AND BEARING �I 8 FOR FASTENING REQUIREMENTS} EX CT 51ZE AND SPECIFICATION) ON STUD 16" BOTTOM OF CRIPPLES FACE OR CENTERS"`, ROOF SHEATHING NAILING: :L ? x FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS U51NG (G) 8D NAILS AT 12' R O RAFTER TO DOUBLE TOP PLATE TYPICAL FRAMING AND UPLIFT CONNECTIONS FOOPENINGS O.C. EXCEPT AS FOLLOWS: INTERMEDIATE NAILING (NON PANEL AO O O O FLOOR TO FLOOR CONNECTIONS O F PERIMETER) SHALL BE NAILED AT G" O.C. WITHIN 48" OF RIDGES, EAVES, RIDGE STRAP MUDSILL STRAP JOIST TO J015T AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT SIMPSON STRONG - TIE 5IMP50N STRONG - TIE 112-A 5IMP50N STRONG - TIE SIMPSON STRONG - TIE 4" O.C. MAXIMUM L5TA30 (20 GAUGE) @ I G" ox. INSTALL @ I G" Oz. C520 - INSTALL @ I G" O.C. LTB40 - INSTALL AS SHOWN 3/4"APA RATED USE 2" (Gd) NAILS @ G" SHEATHING o.c. w/ALL JOIST USED AS BLOCKING GUTTER ° O VENTED 50FFIT e ° • (_"�l Ou Y Y e ° e 3/4"APA RATED SHEATHING 4 PLY °° OR MORE FOR EXTERIOR °° p vz_ ° EXP05UPf. INSTALL MIN.4'-0"e e LENGTH OF J015T FROM INTERIOR WALL CONSTRUCTION TOe ° FACE OF WALL w/FACE GRAIN MATCH 15t FLOOR PARALLEL TO JOIST. PLYWOOD ° REINFORCEMENT TO BEAR FULLY ON VARIES DUE ° PLATE. NAIL PLYWOOD TO TOP S VARIES DUE VARIES DUE BOTTOM J015T FLANGES w/2-1/2" TO SIZE AND TO SIZE OF TO 51ZE OF N (86)NAILS @ 3"ON CENTER. A.C.Q. JOIST. RAFTER P05T TO GIRDER IF WOOD I G NAILER TO LAYOVER RAFTER CONNECTION S WOOD I-BEAM CANTILEVER DETAIL OHANGER FACE MOUNT BEAM FLOOR HANGEOUNT JOIST TO GIRDER STRAP ADJUSTABLE PORCH RAFTER JOISTS ARE Q OHANGER @TO GIRDER STRAP 51MP50N STRONG - /� - USED TIE CCQ3 FINISHED FLOORING (STYLE AND —�' SIMPSON STRONG - TIE SIMF50N STRONG - TIE @ I G" o.c. SIMP50N STRONG - TIE SIMPSON STRONG - TIE COLOR CHOSEN BY OWNER) SIMPSON STRONG - TIE SIMPSON STRONG TIE A35 FRAMING ANCHOR LU52G, LU528, LU52G-2, LU528-Z H2.5AZ L55U28 @ I G" Oz. H2.5AZ @ I G" Oz. LU328-C, LUS210, LU5210-2 J" PLYWOOD SUBFLOOR GLUES F AND SCREWED TO FLOOR HOLDDOWNS ARE J0I5T5. BLOCK ALL CORNER STUD CONNECTED TO REQUIRED AT THE END OF I UNSUPPORTED EDGES EACH SEGMENTED HDU Simpson Strong-Tie ENDWALL TRANSFER SHEAR ENDWALL SHEARWALL SEGMENT OR BOTTOM PLATE c CNW 2-16d COMMON NAILS, 3"O.C. o CORNER STUD MIN. 10"LENGTH d MIN.3 1/2"PROJECTION CORNER STUD CONNECTED I AT EACH END OF A TO TRANSFER SHEAR PERFORATED SHEARWALL. HDU5 CONNECTED TO 55T'HDU4"OR APPROVED EQUAL HOLDDOW 2- I Gd COMMON SATISFIES HOLDDOWN WHEN FULL HE FLOOR JOIST (SEE FLOOR PLAN FOR 3" MINIMUM m (HDU2, HDUB, TRANSFER SHEAR FASTEN W/(i4) I/4 x 2 I/2 WOOD SCREWS LS @ G,o� RIM JOIST Gd COMMON 9°t" F 5/8"ALL THREAD ROD I SHEARWALL SEGMENTS EXACT SIZE AND SPECIFICATION) SIDE COVER ® CODE a p HDU 1 1, and HDU 14 "@NAILS G" O.C.o.c. II "�< MEET AT A CORNER, A similar) ® I SINGLE HOLDDOWN SHALL • Preservative-treated barrier �5 1 CORNER STUD CONNECTED TO BE PERMITTED TO BE I DOUBLE TOP PLATE = e • . o ay be required for TRANSFER SHEAR USED TO RESIST THE connectors 1n contact with 55T"HDU4"OR APPKOVED EQUAL z OVERTURNING FORCES IN I CROWN MOLDING FASTEN W/(1 O) 1/4 x 2 1/2 WOOD SCREWS BOTH DIRECTIONS WHEN preservative-treated wood ° � 3 Sim son 5troTle ° 5 O THE CORNER FRAMING IN n p 9- ° SIMPSON HDU5-5D52.5 W/ /80 ROD BP Bearing Plate THE ADJOINING WALLS 15 HRC22 o AND 14 SCREWS and Nut o FASTENED TOGETHER TO • °i,i; „o •.- TYPICAL FLOOR TO FLOOR 0 o 2 x 4 @ I G' o.c. WOOD FRAMED z POST TO CONC. FOOTING SHEAR WALL HOLD DOWN - 4 STUDS SHEAR WALL HOLD TRANSFER THE UPLIFT� WALLS O P)HIP CORNER PLATE Q HIP CORNER PLATE CORNER HOLDOWN DOWN @GIRDER / SHEAR WALL HOLD DOWN SHEAR WALL HOLD DOWN Q LOAD (AS PER SECTION I 2 x G @ I G"o.c. WOOD FRAMED 3 (3.2.3.1)(3.4.4.2.3) OF WALLS C I WFCM 2001) 4"o.c. "CDX SHEATHING 1st FLOOR TO 1st FLOOR 2nd FLOOR AT CANITLEVER Q SIMPSON STRONG - SIMPSON STRONG - TIE SIMPSON STRONG - TIE I st FLOOK TO = NAILING @ SHEATHING TIE C5544 HRC22 HCP2 - 2X MEMBER SIZE FOUNDATION FOUNDATION I EDGES FOR SHEAR, ALL R-15 BATT INSULATION (2 x 4 FRAMING) HCP2 - 4X MEMBER SIZE HORIZONTAL SHEATHING. I R-1 9 BATT INSULATION (2 x G FRAMING) BEAM AND SEAMS TO BE BLOCKED COLUMN BY SOLID I I/4" 20 GA. _ R-5 INSULATION BOARD ° ° ° DEISGNER OVER PLYWOOD UNDER SIDING GALV. STRAP (DOUBLE WRAPPED UNDER STUD WALL B STUD WALL MUDSILL MIN. 12" WASHED GRAVEL MINIMUM BEAM) _ 1 1/4" 20 GA. ON STUD SURFACE OR CRUROCK o 47 0o I 3500 psi 4 DOUBLE db MINIMUM 3- GALV. STRAP CMST STRAP WRAPPED UNDER (� 8"CMU AROUND I 8"CONC. INSIDE COLUMN —3/4"SHEATHING �– POURED CONFIGURATION DIAMETER RAFTERS MUD5ILL MIN. II PERIMETER, FILLED SLAB ON GRADE R -K-WALL OR FOUNDATION _ —PAPER BACKED g�H9TUD SURF CE d PROVIDE TERMITE IIII TUFF�DRY WATER W6g00 p5I 2"SCRATCH SLAB I I ' MIN. —SCRATCH COAT PROVIDE II: SLAB ON SHIELD AND SILL L� PROOF NG SYSTEM G" MST STRAP MINIMUM EDGE MORTAR SETTING BED TERMITE II SEAL(TYP.) �NT STRIP, TO —STONE SHIELD AND (I • INSULATION CONTINUOUS (SEEij LA WN ° ANCHOR EE TABLE TECO SIDING (COLOR AND STYLE AS PER ECCC (SEE LABEL) CHOSEN BY OWNER) MORTAR JOINT SILL SEAL e G PERFORATED o 8.. f� ((yP,) OF N.Y.S. DRAIN, TILE JF2PLY G MIL. 12°MIN. - -2X STUD WALL G' VAPOR MINIMUM o —INSULATION (WHERE OCCURS) WITH I I G" _ f�o,�QgA�R-� DISTANCE TO a CONTINUOUSLY o 12"MIN. ANCHOR- SE '•�'�'°`:,'::; e WRAPPED FILTER \o TABLE FABRIC STONE INSTALLATION OVER STUD FRAMING COLUMN STRAPPING DETAIL SKYLIGHT FRAMING DETAIL BASE MOLDING TERMITE SHIELD TERMITE SHIELD FOUNDATION WATERPROOFING DETAIL BOTTOM PLATE Issue De5cription Date 4x4 POs EXISTING RAFTER TO ACCEPT 2 x 4'5 LAYED FLAT FLOOR JOIST (SEE FLOOR PLAN FOR —METAL JOIST HANGERS a DECK BOARDS FASTENED ° 2"MIN. WITH 2"5CIFEW5 @ 48"O.C. EXACT SIZE AND SPECIFICATION) IPPOJECT ° FLOOR JOISTS O --r- BAND Jolsr ° TE (2}i�"xG"GALVANIZED ° (2) 2 x G A.C.Q. SILL PLA FLITCH PLATE THROUGH BOLTS WITH ° NEW 2 x G FASCIA BOARD OVER METAL TERMITE SHIELD CO LLI N 5 RES 1 D E N C E O wT5 WITH AND SILL SEAL SHEETROCK Z„- ° (3)3”STAINLESS-STEEL ° C, SCREWS As EACH JOIST HANGER SEE PLAN FOR FLOORJOISTS B'ANCHOR BOLT w/MIN. 7" PRO POSE D FLITCH PLATE TO BE 1 G" I G" DECK JOIST BOLTED TOGETHER.USING STRAP EMBEDMENT HEADS SECOND FLOOR ADDITION 1/2" BOLTS WITH (2) EXISTING RAFTERS TO WASHERS PER SIDE 2"x 4"x 4"STEEL PLATE PLYWOOD C O NOTCHED STAGGERED AT I G"o.c. RAILING TO DECK JOIST DETAIL WOOD FRAMED INTO STEEL BEAM FLITCH BEAM/FLUSH HEADER DETAIL BE CUT BACK TO ACCEPT 2 x GRADE 3 1/2" HEAVY 2°x G"x G"STEEL PLATE TO 2nd RA ER 4' NEW 3/4"CDX PLYWOOD 3450 PECO N I C BAY BOULEVARD 2"CONDCq LL (4)2" EXPANSION LAUREL, NY Y LO SC T H BOLTS NEW 2 x 6 FASCIA BOARD 3 .5.1. 12" NEW 2 x 4 LAYED FLAT @ 48"o.c. TOP PLATES TOP PLATES � - " CONCRETE i., � 7'-0 EXTERIOR OF STRINGERS 3 MPX' FOOTING SET ON 36 VENTED SOFFIT BEARING MPS' UNDISVNWfbL!?,5fD NAILING � STRAPP I N G BORED HOLE MAX.DIA. STUD BORED HOLE MAX.DIA. STUD p, STAIRWAY STRINGER DETAIL SOILDETAL @LOLLY COLUMN 40% ) FLYING GABLE DETAIL OF STUD DEPTH GO%OF STUD DEPTH NOTCH CONNECTION D ETA I LS EDGE GREATER THAN 1 G GAGE (0.054 J"MIN.TO EDGE "MIN.TO EDGE g"MIN.TO EDGE 8oo TO 50%OF Th AND 1 .5"WIDE • FOUNDATION WALL (SEE METAL TIE PLATE WI FOUNDATION PLAN FOR EXACT ACROSS AND TO SIZING) NOTCH MUST NOT EXCEED NOT MUST NOT TOP EACH SIDE OF THE 25%OF STUD DEPTH PirOLE 15 BETWEEN 40%AND EXCEED 40%OF STUD BORED HOLES SHALL NOT PLATES PIP�IOTCH WITH BORED HOLES SHALL NOT — GO%OF STUD DEPTH,THEN DEPTH EXBE LOCATED IN THE SAME 4-1 GD NAILS SEAL SIGNATOR DATE: 08-13-18 STUD MUST 8E DOUBLED AND CRO55 SECTION OF CUT EACH SIDE BE LOCATED IN THE SAME P10 MORE THAN TWO OR CONC. SLAB(SEE FOUNDATION PROJECT No: 2018-15 CROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE NOTCH IN STUD FIGURE RG02.G.I TOP PLATE 07000 PLAN FOR EXACT SIZING) ` of Ne NOTCH IN STUD DOUBLED AND 50 BORED " V <� FRAMING TO ACCOMMODATE 3„ r OVERLAP 4 MIN ON BOTH SIDES '` �' DRAWING BY: CD FIGURE RG02.G(I) NOTCHING AND BORED HOLE LIMITATIONS FOR FIGURE RG02.G(2) NOTCHING AND BORED HOLE PIPING ( UTILITY MASTIC �o� EXTERIOR WALLS AND BEARING WALLS LIMITATIONS FOR INTERIOR NONBEARING WALLS I 4x4 P05T GONC. FOOTING (SEE ��' CHK BY: CD STAIR RAIL MOUPJT I SEAL ALL AROUND 07000 FOUNDATION PLAN FOR EXACT 61� 34 Z'" BRACKETS 3.5" MAX. RAIL 1 I GUT FLASHING AT BOTTOM STUD NOTCHING AND BORING DETAILS I I GREASE AND OVERLAP I OVERLAP 4" MiN ON SIZING) DWG No: TOP RAIL BOTH SIDES ,i: � I I � I UTILITY MASTIC RG02.G.I DRILLING AND NOTCHING OP TDF'PLATE. KG02.G DRILLING AND NOTCHING--STUDS. z BALLU5TEK5 I I I SEAL ALL AROUND TRIANGULAR SPACE UNDER SHOE '� CUT FLASHING AT ® X63734 �� WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: POST 34"TO INTERIOR LOAD-BEARING WALL.NECE551TA1'ING CUTTING,DRILLING OR NOTCHING OF RAIL MUST NOT ALLOW PASSAGE y i / J d® � THE TOP PLATE BY MORE THAN 50 PERCEIJT OF ITS WIDTH,A GALVANIZED METAL TIE OF 1.NOTCHING.ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH OF G"SPHERE 38n BOTTOM NOT LE55 THAN 0.054 INCH THICK(1.37 AAM)(I G GA)AND 1 1/2 INCHES(38 MM) NOT EXCEEDING 25 PERCENT OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE HOTCHED TO A DEPTH BALUSTER INFILL MUST NOT ALLOW RAILING �� '�/ �� GREASE AND OVERLAP A-007 - 00 WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. PASSAGE OF 4"SPHERE \ Py 'Il STEEL SHELF ANGLE WITH NOT LE55 THAN FOUR IGD NAILS AT EACH SIDE OR EQUIVALENT.SEE FIGURE 8- max �9" BOTTOM RAIL BALUSTER INFILL MUST HEIGHT \��\ � �� RG02.G.I. 2.DRILLING.ANY STUD MAY BE BORED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS . NOT ALLOW PASSAGE NO MORE THAN GO PERCENT OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH(I G MM) min OF 4"SPHERE EXCEPTION:WHEN THE ENTIRE 51DE OF THE WALL WITH THE NOTCH OR CUT 15 COVERED TO THE EDGE OF THE STUD,AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH.5TUD5 STAIRWAY RISER AND TREAD DETAIL BY WOOD STRUCTURAL PANEL SHEATHING. LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO GO PERCENT SHALLTYPICAL WALL SECTIO N AL50 BE DOUBLED WITH NO MORE THAI!TWO SUCCESSIVE DOUBLED STUDS BORED.SEE FIGURES PG02.G(l) DECK RAILING DETAIL CORNER FLASHING OVERLAP AND PG02.G(2).FOR BORED HOLES FOP.ELECTRICAL WIRING.SEE TABLE E3702.1. s��rat�s".:�/c-• �., .�r.,s�+�. .-_ ..- _ Isscwvxi-,r.�rrma'pan^�Taer��•x�'.<�,•�•alms- r+ervrts��nemm�ua•mrrwa - >� rra+rs�nr�rza•m..�eal�ser•x>�m _ ,_ .- - - - n�. G1 NERAL NO `S -`�-- TABLE 3. 10 ROOF SHEATHING ATTACH I`,AENT REQUIREMENTS { EC - rr�` " T` , SCOPE OF WORK: TH.S PPG! � ,,:vll 1�_E: ,� , . i , ,1� 20 FORW1fJDl.0AD5-EXrOSUREe _ ___ _ TRU55 SIGND� ELITE DP\\AfTING!NTERfJAT!GPJAL R.FS!DL=f•1-I-iA,l_ COD`;, T1-1� 201 G � �r� (.:TA_.LE R, �: .5- \,,.a. UN:`C)K 1_Y rI51_FI1(:iT.D LIVE LOAD5 NEW FRONT FOYER, NEW STAIRCASE TO SUPPLEMENT T 0nTi1FN fJ�5 fJi;'f=0p.N1 C.tJU'L� r r -- -__ - ! Q ) SECOND FLOOR, DEMOLISH EXISTING THF 2,015 V'FCI� T 1_ _0, I J, I A S:AND, P F_F s � 5 � ! - IN POU;JDS PEk 5 L'ARE i COT) LIVE LOAD DE51IGNS Iv �✓ LHP, ECCND GLUT 8 O CO O 20 I 340 C (UF On'70 THE NATIONG,L CLEC CRI�,AL CODE" WIND5PEED( p 1 ,cr ._ - _ N INST I V I EED(m. r) I KITCHEN ALL NEW KITHCEN W`� 6 3 1 -455- 1 6 4 2 D_ DESIGN CRITERIA !�1 REGIONS 'Jti/NrRE -rrit= BASIC STF;UCTURAL Si-i��,Ti-IINC I I A' ° I XCFEL) JL�K,�/I!JD SPEI=DS EQUAL OR r= i30 MILES r'1=i� h`iQIJ� ��5H!ALL BED ` I ",I "DANCE WITH "MINIMUM DESIGN rr_, 40 I _ E,-JIGNED IIS ACCORDANCE _ _ SrEAT ZING AFTEFTRUSS SPACING f!i �NPE� 13RIAN LOCATIONS INCHES,O.C.) MAXIMi)M NAIL SPACIr;G FOR 8D COMI:�ON HAIL I CD BG>: NA' S (ILlCHES. O C..) -_ COLLIN5 , >� • E • LOADS i=0K BUILDING AND OTIt-P, 5T1<;UCTURE5'' BYTHE-- ___ -___ __._-__- r f r� n QS (ASCE 7ti FA551_NGER V 1#1ICLff GARAGES 50 AMCRICAN SOCIETY FOP, CIVIL ENG!INEE„ - 12 - G 12 G I2 C 12 G. 12 G. 12 , G 12 a 5 2 G - - - ----___--_ - -- _ (C) SINS SHALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT UTILIZE TRUSS TYPE PLUMBER C�R7 =/ 59 WILLOW STREET 6 C 1 2 G 1 2 G 1 2 G 1 2 G 1 2 1 G 1 2 °s 2 G r - c u r CA TION INTERIOR ZONE . F',TT1. 511 ,Ir10•J' �TO,�A =E 10 CONSTRUCTION AND IN EXI�T!NG 01V'L'EADCONTEf GARDEN CITY, NY, I 1530 1 . ALL DIMFNS!ON5 AND C0Nr/"T!ON5 1-0 CSE VERIFIED BY CONTRACTORS 19.2 G lz 6 z G !2 G z G . . G Iz 2 F �..__________�._ ___ rBEFORE 2.4 G 12 6 z G 2 3 G z G 121 G 2 I 2" 2" - BU I_DINGS WHERE AN ADDITION THAT EXTENDS OR INCREASES THE FLOOR AREA OF THE CERTIFICATEC7F SCUP TEL:(5 1 5 74 I -00 PRIOR.. TO CON5TRUCTION AND PRIOR TO ORDERING fvIATERIAL5. - -� _-. --__--- --- _-_-- _ ._ __--- � _-,- ___-- _-_-_ -_-+- - � AT,ii.5 WMT i 5TokaGr= 2G ANCY ( ) 53 - - BUILDING UTILIZES TRUSS TYPE CONSTRUCTION. SIGN SHALL BE AFFIXED PRIOR TO THE , o_ 2 - G 1 2 G 12 G 12 G 12' ` 1 2': G 1 2' i� w E, iJ- -• - ------- .� �a / /� _ i LRIMrTER EDGE 70NE G I n I _ r y ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE, SOLDER USED/ FA(: 5 I 2. D�. NOT .SCALE _ I;)r��,ti I'`i,:5. A, ,I-'TEN DIP✓1�:PJ SIGNS .•LPERCED� 1 6 G I,_ G 2 G I z' G 1 2' G G I G E G G �- ��. � _ � ko�y{J 40 WATER ( 6)74 I -0053 Raar:,_ a�Nf,.,HarI .:LF : r.1G SCALED DIR,"'_PJ5'ON� I9.z G I z' G 2 E: 2' G r 6 G I G r I G G 4 _________ -_-___ _____ ( SUPPLYSYSTE u/trviVC) 24 F 2' G 12" G G 6 G' G- G 4 V4 a 4' F_ ; ,,, , 0 5 30 (D) SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE (,:EXCEED 2110OF --. --. - � SLS.r N� ..0��'vi� ��^ - N� E (DR, Di=✓IGN CON5ULTANT APSE NO GA5LE ENDWALL RAKE OK Fq;�E TF.L'5.5 W/LOOKOUT BLOCK 6 G G E' G G` G" G 4 4 I ? 1 - --�_ ___- / F._ LEAD. �. `CORD A".CHITEC ,iEPJGl:. _I_�'. T o I INCHES , 1 5.4 MM) IN DIAMETER, WITH A STROKE WIDTH OF % INCH ( 1 2.7 MM). THE SIGN a ` pOP151`�I F FOE: Sl.if'ER'ti/i:IUfJ, liJ`;F ECT!U"J OR ADP�Ii"J!STPr�T IOfJ GAe.Le Er!DWALL RAKE oe PAI_^Truss vo RAKI_ove�rlANc -6 G G G G b 6 G G G G _GR-G�G� �- 4D BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR. THE P �E._ _ _--_ --___ -_ ___-_ _ _ _ _ �;Al ..� --- CIRCLE AND CONTENTS SHALL BE P LU�jQ f�l� GF T H!I5 CO"JSTRUCT!ON PROJFC - -� ------- - --- -- i ------ REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCniNIG SYSTEM ( PMS ) #187. WHERE ALL PLL'��!�lIVG 4. A,LL CJiJC RF T E TR N GT!'I 1Fr" O c N. n28 DAYS GUARDRAILS AND HPZIF,AIL� 200 A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT MAYBE A PERMANENT NON-FADING JAPiI �VED AS I"�'�TED & WATEr1 UI'V�oG"yri� ] T�/ BE. 3..��0P.�.1. fv1I1� - - - - - - -- - --I TESTING BEF A,1I.o r L _ ` ' BOARD SHEAI"HII�IG -- - - - - ---- - STICKER. OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF D E: r QRZ, ( , �r_E IABLE r'�,u2.,__ 0!'J Fv�1f�1Dr',T(.�PJ SHE�_i• 10�. �ONC COfv1PRE�5!VE aTP�Ef�J"TH -- r -------------__---- _--__-- --.____-- _ - ��rr_ e� _�-.�_-_ B.P.; w t tl d s r:.ATH;rIG s17E ",VTER/TRiJ5S SPACING I`,PNn,n./1\1J NUMBER or SO CONMMON NA1L5. STURDY, NON-FADING WEATHER RESISTANT MATERIAL. OU n I AND - � ,. c c c f F G I -- - - J I TAB'_F 8351 .7 - AI_LOV/,"`1,3LE DEFLECTION OF F 5, F"UIJDr~T,ONS A.,Jv (-fJC i (NG AR,-- S:ZED FOR. IB_ARIPJ,� ON VIRGIN oNCHES,o.c.) Lr or? OD box NAI[5 Pr_P_,U JIC T- -:_-��=- - - -_ I BY: : S`K !CTUF�+ f�LM6f=R5 L ,E LaA.D (E) ��SIGNS IDENTIFYING THE EXISTENCE OF BUSS CONSTRUCTION SHALL CONTAIN THE ROMAN N IFY BUILDING DEPA SOIL AT MIN, BEARING Ca;PACl1Y OF I TON PER SQUARE FOOT -=-=-------�--==_---_-- _...___�__.--�__ -�:- -- _-._ - `n/ETH A I`F!I!''!!I`✓tJw1 Q J'-O" CG'e�Ery. IxG OF-, Ix3SH`ATHING 12-19.2 2 2 2 2 I 2 ( 7 I 2 - 2 1 ------._�_._____--------- -� 4 ^r -- /_-- e I F T 76 -1802 8 AM T RTMENT AT . Ix10ORLARGER5f1eATHING 12-19.2 3 s 3 I s 3 s ALPHANUMERIC DESIGNATION OF THE CONSTRUCTION TYPE OF THE BUILDING, IN ACCORDANCE 0 4PM FOR THE --� __ I __. � 1 DAFT . rIAVINGSLOPE`; G; `FATECTHAr; 5/12 �VITri NO I WITH THE PROVISIONS FOR THE CLA551FICATION OF TYPES CF CONSTRUCTION SET FORTH IN F OWING INSPECTIONS: _ _SECTION G02 OF THE BUILDING CODE OF NEW YORK STATE (SEE 1 9 NYCRR PART 1 22 1 ), AND 1 UNDATION - TWO REQUIRED ELECTRICAL NAIL FIND-,f D cEluN �.,r'.crl�D To F�AT s. +/150 ' c G. ALL WOOD FRAMII1G, INCL.UDI!'N!G:COI_UMPJ5,P05TS,G KDrp5,13EAM15, r- JAIL SPACING AT Pa.iNT EDGE-' Tff I � OR POURED CONCRETE ' �����4�".�vTIO " "' NAIL SPACING AT IPJTER",JEDIA,TE �LPPORIS Ir. TE PANEL _._•�-,- -�_- AN ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPOJENTS THAT ARE OF TRUSS N R-QU1C',-,, JOIST 5,5TUD5 ETC. TO BE DOUG FIR INo.2 OP, DETFER WITH: FIE D ;.N.) _ 2. OUGH FRAMING & PLUMBING c ! o c �, c oat ,1 , K 111118.0;�"-t�•IOR wnLf�:Ar a �A�TrioN�• rill Ro NSTRUCT!ON, AS FOLLOWS: "F" SHALL MEAN FLOOR FRAM NG, INCLUDING GIRDERS AND .,TRUCTU,,A!_ 5TEEI TO BE A`ITM A3(7.DETAILED, FABRICATED FOR RC-OF :•HEATriING ,�,n,-,IN 4 FEET cF T`1E PERIMETER EDGE Of THr ROOF, 1NCL_IDING 4 r-EFT oN EACH 50E of THE F!OOF PEnr,, Thr- a rocs PERr. :TE e G ZON BEAMS "P;' SHALL MEAN ROOF FRAMING "FR" SHALL MEAN FLOOR AND ROOF FRAMING. 3 I SOLATION - `-' - ,--- G THE 4. NAL - CONSTRUCTION M AND ERECTED A5 PFR A..I.5.C• -?fTA,CH: rJT R�° _r.�El�y »ria: F t15L - _ _ _ - _ _ _ _ _ _ _ `LaOR.S AND ELAS? R:J CL=11-IP:GS �- U30o CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE ` US I r. TABJ:ATED 12 INCH O.C. PAIL SPACING A.`'5!IME5 SHEATHING' A-I-IACHE TTO 9.AfTE"T-PL)» FRAM_P,CG r11E"J�f=R5 \�!i`~ G >_ 0.4`=x. FOR i�_,1M1NG r^.`. LRS W!7N J.4i 7771 ---_ _ � I r TWELVE O CLOCK POSITION OVER _ COMPL T G E - V -- --- ------ THE ST RUCTURAL COMPONENT DE51GNA1 ION, WHICH SHALL BE PLACED AT THE SIX O' CLOCK ALL CONSTRUCTIONCOMPLETE FOR C.O. / _ r:u (^u � � , n_ , •-•_ I � G < 0.49,THE �JAIL.�PACIrJG.. 5!1ALL BE REDUCED TO G IIJCH�`- C.'.0 _ � I,.S -_ _ _ � � ALL n h1='� " (, 'P ` f=\/iF.'� � n , 8. WOOD 5iLL5 TO BE 2-2"x" ACQ Or `A,0; MANIZCD TABULATED G INCH O.C. NF.iI_ PACING ASSIiMES SHEATH N� AfTACrEG TO RAFTER/T..L�� r?AMING ME:",/iBERS b'✓ITri C _>. 0.49. I r FRAIv11 J: P,iFPAdE �'!T;1 v.4? <_ G / __ T ,._. . TFU TI, AI_:Jl_I.,_�F , /G�}0 POSITION. SHALL MEET THE ANCHORf�D b"✓ 12" Y, 12" �! AN! H �' F3 !T`� AN ! I , L_ <<��y.41E CAI PACING�5 5HAI I BE REDUCED TO 4 INNC".ES O.C. _- - - - -- - - _ - __ _ - -_ - - - - - Y _ _ _ __ -_.1 ------._ -_---� RE JIREMENTS OF THE CODES All e rte1dQr li ;Titin 4J O OL• S .� CSR 4. TABULATED •4 INCH G.C. rJAiL SP:S ENG ASSUf7E5 S 1EA,"fi'IfJ6 A�ACFIED TO RAFT ERTF:USj 1=RAM!NG M:=1/BEZS WTH G >_ 0.49. FOE i P..Ar:,111JG P,1,-MBERS "✓ITf 0.=}:_ < G TE RJ R,.1:/ 1 S F c CICO F f�Ir. YO < OF NEW �x ��.Ia� ,JP._L`wlTr LASTED aR aTU ,�,_-1,v,,Ii ti/360 (F) SIGNS IDENTIFYING THC EXISTENCE OF TRUSS CONSTRUCTION SHALL BE AFFIXED IN THE D STATE. NS RESPONSIBLE FOR repaired replaced or o /n � 0.4A THE N�n_sA(_-;N' SHALL BE REDUCED LO s IED IN O.C. ES �N OR CONSTRUCTION ERRORS. repaired �hzll conform L, � �. � ! / ' I ! „( F�P J,�I � ORNFRS LOCATIONS SPECIFIED IN TABLE I- 1264. RS. 5. TA!'UCATED PJA'L SPACItJGS,15SUME,A BCFLDING LOCATED IN EXPOSURE B. `-------'- � c' DYTE`iaR V/ALL5-lV Nf) 'JDAD5 V/1;"`! 3 .1?r:.E FiN6IIES L/2.40 to Chapter 172 9. ALL HEADER.5 TO B1- SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS of the Town Code UNLE15 OTHERWISE NOTED [U.O.N.]. 10. PrFOVIDE- DOUF3LE HEADER5 AND T RIMML_RS A,T AEI. STl-',I�'. AND i LOOK TABLE i- 12G4 TRUSS IDENTIFICATION SIGN LOCATIONS C ,VIPLY WITH ALL CODES OF OPENINGS AND UNDf_k; ALI_ PO5T5- AND PARTITIONS RUNNING PARALLEL _ NEW FORK STATE & TOWN CODES TO 5A.fr,1E. - - - SIGN LOCATION 51GN P-ACEMENT AS R OUIRED AND CONDITIONS OF RETAIN STORPJf WATER Ru%"! , " „ „ _ f PURSUANT TO CHAPTER 236 ! 1 . BFJD(S{fJf� TO BE F!TNFR Fv�L DEPT H 2"x 501 1D OR ! x3 OR. 18 GAUGE � `� ..� T � , � � ,, �/, CRO-1:__,5 n" r ,�T f EXTERIOR BUI _DING ENTRANCE ATTACHED TO HE DOCK OK ATTACHED TO A 51DELIGHT OF THE TOWN CODE. C :0.,.� L3:�IDGIfJG,(c; M11111-5r AN tiff Ff?.r,fV11f�G BAY AND ,� �I EXCEEDING � � EXTERIOR EXIT OR THE FACE OF THE BU, DOORS, BUILDING, NOT MORE THAN 1 2 o-J" ON CENTi_ ,. f ��.� DISCHARGE DOORS, AND INCHES ( 305 MM ) HORIZONTALLY FROM THE LATCH 12. r"�,i._L tiE•A DESS TO t F 2-2`xc`3°UfJLI 55 GT tiFQV�'!5F: NOTED - `J EXTERIOR ROOF ACCESS DOORS SIDE OF THE DOOR JAN1B, AND NOT LE55 THAN 42 INCHES ` TO A STAIRWAY. ( 1067 MM ) NOR MOIL_ THAN GO INCHES ( 1524 MM) �E 13. 1H` TOP A•ftiD BCT OP�1 OF JO11 15 5t1Af_L NOT BF NOTCHED MORE - � ` _�--__ ` � ABOVE THE ADJOINING WALKING SURFACE. TNAPi 2 11'JC11F5• I --__�----_ -_- � 4 OCC JPANCY OR n`'S`PLACArDIr,'G i 4. ALL 5TF'.UC;Ti JRA!_ �,✓C<_)D SHALL BIF KEPT 2" CLEA ; FROP�1 CHIf�11`JEYS. II # EXTERIOR BUILDING ENTRANCE ATTACHED AT EACH ENC OF THE ROW OF DOORS AND DOORS. EXTERIOR EXIT USE S UNLAWFUL L ✓O'. D FR/'�f ,IN:. ,-,NCH'cF01' E ._ , A MAXIMUM HORIZONTAL DISTANCE OF 12 FEET ( 3.G5M ) ALL r / r, n �`7 f TG.TO BE l ` -- ����,•�,,� •t �� Lt(�� �� � DISCHARGE DOORS, AND BETWEEN SIGNS AND NOT r f� /` r!r\ r t tZ* TF f= iU - r,�-,r /:'= ;:'.e' > LESS THAN 42 INCHES WIT AUT CERTIFICATE 1 55 GAUGE; tvluJ. SAI VANIZED JI�_EL M. G. E:.I 'ITE`- CC). CO' 1 IEP,-0AV. � ` �-'-- EXTEP�IOR ROOF ACCESS DOORS (800-G3t.I 811 5) OF; 5!MiI'S(_�N 5 T RGfJG-Tlc CO, PL_`A,SAN T Ui (I 067 MM ) NOR MORE THAN GO INCHES 1524 MM JCA. ` (8GO-999-5099}t-GR rLIJ5t1 S T RUCTLIf AL COir!N _.CT0R5• � `�,, 1" � �`' - -` TO A STAIRWAY. ) r--=�--- ABOVE THE ADJOINING SURFACE. OF �CUPANCY >1 � 16. FO1 . �G PUUF'.Ef� �IJPJ�..R,={'t ��LAff PROv I ,F G"x( ' 10-I Oaa. tl .W'.M. G� �. G MIL. POLYETHYLENE VA OF CSA ;1',IEF ON rte'` V✓Et-L -OMPACTED SAND � � 1 � , �T X` >� Yx � n n , � FIRE DEPARTMENT HOSE ATTACHED TO THE FACE OF THE BUILDING, NOT MORE THAN AND GRAVE_ FILL. r4 � COPJNCCTIONS.. 1 2 INCHES ( 305 MM ) . IRI7_GNTALLY FROM THE CENTER LINE OF THE FIRE DEPA',:"v1ENT HOSE CONNECTION, AND -�F �- ! '4 -� r CONTINUOUS � - !�\.�\R( '`ATL r-.� rl I ,, 1 7. ALL CONCKET- HAUNCH FOOTING5 TO BE } RJVIDED 2-#5 CONTINUOUS �� -�.� T2� r5 ( I OG7 MM ) NOR MORE THAN ,,, r � ; , �.��."T� � - -.,� ��• NOT LESS THAN 42 INC:(-:I_ REINFOI LING RODS, � �,I �. '��,\ T 1^ s � � / I � ���`' GO INCHES ( I 524 i\/!v r1,BOVE THE ADJOINING WALKING T 'T- 5'_)'K 1 T f A �' }'] ` / F � ��_ �I_� �� 1 8. ;HE EX,ER!0R I-ACF OF ALL F0LINDAI ION WA BI L0 GRA..D� \ � �' �F ,: ;; �_ �r SURFACE. (EXCE T .SLAB A`F-A'_5) 5HALL BC DAMf'�.GOFED, WITH AN ELASTIC COAT_ LyI I :1 ;I: � q ;!'I c� r : -1,4 , 1AF1 BASE, 5ELF 1 RIM'NIG BITUf� INOU PLASTI' CFMJ:NT• �.u� ;I -1 ; Cr /'•'� n i L� p , �e/ C r � SHALL C' ,�F P• f; '�, .,�`'_' '\!1 �I :#;I�I � ��.\"'-. I ``_�'.`��_�`1"••�..•„� -�r/ I, F �, ! >I lA ,wA.Y APJD BLEfvD I r �Dl,v� A,.OUND NID CONS I RL ,1 0(� LL .a_G, INTO EX15Tf�JG C071TO i✓IAXIMUM SLOP r= L: 3: I . Iu�f !~ iJ �f • €t9. 20. FIREPLACE FCOTI!uG� SHALL ?=.XTENC G" FRC_f�,� FOUI 1DATI01� OP.1 ALL SIDES yl ' I; e �. ""°�;'� -7/ /;• AND SHALL BE 1 '22" 2 I . PROVIDE CC.;r�1PIU.�; !�,,•PJ AIR �JF;JTS F�,, PEP. RE5!DEtiT!AL CODE •' 'L' �� - � ,' AREA L ............�IR,Ffh lTDflb ti-, ���@i.:xl�i WIMP 44�YR rTXz 22. Sf��1OKE-DFTECT!fJG ALARM DEVICE INSTAL!_FD 5H1A1_L CONFOP�M l-ti'I-I"H � !.-�''•�.,� / ' SEfCTIGPJ R3 1 4 OF CHI= RE��iDFPJTIA.I_ CODE GF NE`N YORK STATE. WOR g /1 TRI 6 /I D/� REFI=ice TO "5[\�1GI�E i?ET CTO! ." NOTE !f�J BOX Of`J T!-!!S .`.%HE(:T. � ! f I O/ SCALE: VTS 23• Pyr GAn.DLE55 OF WINDCAVS INDICATcD IN Dk:A',:V!I`JG5, =ROVIDE AT LEAST ONE w!NDOV,; !N EACH SPA.CF, (EXCEPT K,ITCHEN5) FOR Elv"IERGENCY F5CAPF, REFEF,TO lh&;NDU'0s 5 SSI AL.L COINFORM" NOTE IN EO/YON THIS 5HFFT. 24. MINIMUM AREA OF GLA55 AP-,]D VE-NTILATION FOR HABITABLE SPACE 5HALL. -� 6E 8 7� OF FLOOR ARTA FOR. GLA55,AND % OF FLGOP. AREA, FOR VENTILATION _ I� (� IL L' O u Al JI07,, ZoZ 1 ;� � Issue Description Date 25. ALL GLAZING SHALL CONFORM TO "GLAZI,", G" OF THE P,E51 DE N'Tj I AL. COD OF NDA/YO p K -�- C �'� () PROJECT 2_G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE � • `� �' "`' � n F= �F] F �J 1 G, r�G � �t {� 4-�i J Tom. R�.S!DENTI;.L GODI_ OF NEW YC.,�\ STA;T� APJD ITS ADOPTI_D GEN�_RA,LLY .�.'. -�, . 4'�. s.-IVHIJS " �� COLLINS RESIDENCE ACCEPT�D STA.1 JDA.SDS. , _ r ' E' g r 4s'tn 1 e ! I �5 I 'F-5 SHALL >�E INDIVIDUALLY T,'�APPED AND VENTED � �� PROPOSED �7. AL;_ PLUIr1�IN FIXT�..� AS REQUIRED BY NY5 CODE. CA_5 IRON PIPE SHALL CONFORM WITH <+''{. -I `= >� � � KITCHEN REMODEL r^ R-6 , r- ;� r, , 1'- I p^ r' "�i? 1 l�. �� �,,,t s_, F..F� ,,,J ('�� �w1 ;._.1 LOCAL CODE IZ�OUI ,EME1`T,` WITH AF ROVED JOINTS, PI• E �UFPORT5 AND � b, n ,_ t,,Q � C� � tv � ��o cLEa.P1OUT5. - - " ` FOYER, ADDITION 28. HEATING AND COGi_I;�•1G DESIGN 5HA.lJ_. COMPLY WITH A.5.H.R.A.E. STANDARDS. = > �' I 3450 FECONIC BAY 13OULEVARD N-:)/ , ti �m e§aua aes,agrsincn wrta r-i 4 _ __ LAUREL N Y 20. ELECTRICAL D15TRIDUTiON .,YSTFf� , 51-IALL COMPLY WITH THE � �� ``�� • . � __.___. _ J__ _ _ __. �_��^������ _ L , NA,TiONA_ F_ECTP,IC CODE NECj. ' ''� pl ''�- ° IMPORTANT; �JOTES A ` �' �'a c� ��''-••�-._ i_._..�.,. �. ���.�[��._..._ �• - .. z� G E N E IAL NOTES t •. � a I . THE RECORD ARCI-I!TECT OR ENGINEER ARE NOT RE5PON51BLE FOR `` " , s �_ ,v PROJECT 5UPERVI5ION, INSPECTION OR ADMINISTRATION OF Tt115 CONSTRUCTION PROJECT. S 01 o ���� > � ,��►�' ISOMETRIC VIEW, SITE PLAN 2. ALL WORK 5HALL COMPLY WITH THE RE5IDENTIAL COD= OF 00 � NE'v"✓ YORK ::TATE, LOCAL CODE5 AND ORDINANCE5 HAVING "`� � 130. SEAL SIGNATURE J U R.!5 D I CT I O N. � `'".,--... !�.•`"`�,. (�'(J 1 '.' .,_ L------- . I�•ZZ `' GJ DATE: 05- 15- 17 { 3. NO WORK 1 O COMPvliFNCE UNTIL APPROVAL HA5 BEEN OBTAINED FRO�,J S730,)( NE • `~'` _ ___._ gg pR1,®8„ggyp. AoV � ,�� PROJECT No: 2017- 10 ! r r G r I i Y VHAVING - t �I I a�11► `l.jl�� l 0 Q �O F.Cp 0 THE BUILDING DEPAK MffN T O;' I HE IMUNICIPAL AU ! HORIT, �, � � ; •7 pV A _.O g8'G G G ,IO IZ�aZ� S p 1 ' ' �y '� DRAWING BY: CD JUR15DICTIG"J AND ALL P1ECt 5`�AP.I' PER`✓IIT:1 HAVE BEi N SECURED. I `'� � -� I 14.4 �.. �-�>-� _`4���`���_ •M�o•�I �' �6�, ��' - pry,. ; � C hi K BY: 4. CONTRACTOR A K R I ��, P .39 /' f �����,�,-� dM ;l�] � � Lu cD AND O . FSI ECT.VE .;IJB�..OPJTR/-,CT01�� SHALL BE � -_�� , FOR ADEQUATELY DR/-\01NG N+ PROTECTING ALL DWG No: Rte.,: OIJS!B AND F V�/GRI`. r:UF<!f`JG G0N5T :.UCTION AGAINST DAMAGE:, BnE•AKAGE, COLLAPSES. `�- D15TOP,TION5, AND DI5A!_IGNP✓IEPJT ACCORDING TO ALL APPLICABLE= "`'_'_--� --"-- •9'� ��T3 I CODES, 5TANDAR.D5; GOOD CONST RUC:TION PRACTICES. � Q'�'SZ a ZJ£OoOO S a 5. THE AI�C111T;_C,1 Ac"CI 15 NO Rt_"P0IJ�iB,LITT' ;O. .TH� NvFK NOT T-00 . 00 C0 J57PUC T ED ACCORDING TO THE5` PLAN5 OR NOT UNDER HI5 -�F' `")T F"LAN PER501NAL 5UP_P:'J15I0N SCALE: NT✓ I - - _. ._ _ ----��a¢°s.�ssa�c-" �r�>�:rtt��Rn�a�vss���l�v�a�.ar�nnmrms>nrrAenr:ir^-�--- nrtnufl���n.�raaasrxarrr rca� srmsraa+rlew,n�acrrama+ermlremucsxrt�m>�ea��a�c�raeg. s•�sa,s� -ars�=�,n�.�+e�n�x,-.1"~-:��ulr - ,�-~'/ :� rn»�r €a��aarawf-•�:+at=�csn,�az�-tea•.�sr+�sm+a a�mxsaa awvNesmal3a�e _ ate. nsa1 -. G If`!'7KAL r,I()TF5 L_i1.1__.____._ TABLE 3. 10 ROOF SHEATHING A71FACHMENT PEQLjIREMtNT5 THIS FF,,,O,jrr,-- r,r,�,lp!1 r5 A/IT!, TH�l 2015 ,—J!I I !L_ I I I 1 N-1 ff RN AT!0 N A L IF,E 151 1 D-F-i�,I T I A LL (__1 0 DLE, T 1-1,f- 201 G D L 0 A D 5-E"'O. U FF,E E) 5UPPLE11,`1FN1_ TO T11­11-7- NY5 U[NII_O_ F'1I\A C 0 D TAt5lff P30 .5-%,!�,N. LIVE LOAD5 TRU55 5IGN SCOPE OF WORK: NEW FKONT FOYER, NEW STAIRCASE T A R,D I PO a d ELITE DRAFTI � TEiF 201 5 VvT_C M, TH 1 -1 NF F A 5TA N L T.1-11REE 5ECC FT GUST 85 90 10 '0 (IN FOIJU5 UARE FOOT) LIVE LOAD 0 SECOND FLOOR, DEMOLISH EXISTING 70 `j_MF NATIONk.L. ELECTRICAL CODE" WND 5PELD (ml h.) F Tl E�Q,i�0 K EAI D*,I I F-_5 KITCHEN INSTALL NEW KITHCEN 'EIRIA 11\1 REGION5 'A/HEI;ZE THE DA51C y DE.SIG CR'11 v O M E DESIG � 0/!ND SPEEDS, EQUAL OR EXCEED 130 MILE5 PER HOUR STKUCTU1KAL 5�JFATIIIING 40 F F G3 1 -455- 1 SHALL BE DESIGNED IN ACCORDANCE WITH "MINIMUM DESIGN 5rEATHING "AFTER/TRUSS SPACING LELJ _. _Lj_ \F L 0 A D 5 OR 13 U I LD I N G AND 0 T I-I E_RSTRUCTURES'' D Y T t LOCATION5 (INCHES, O.C.) MAXIMUM NAIL SPACING FOR 8D COMMON NAILS ICG BOY NA!J5 (1HC-1Fc3. Fi�­ ESCAPES 40 0 __j L AME=RICAN SOCIETY FOP, CIVIL LFNIGINEER5 (A5CE 7). -K VD!!CLE GAR/ 31'S 12 G 12 G 2 G 12 C, I"- I I 5D BRIAN COLLI G, i 2 i G 12 G 12 G, I ­ INTERIOR ZONE C, 12 G I C', 12 G 1 2 1 G 12 G 12' (C) SIGNS SHALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT UTILIZE TRUSS TYPE PL ER C8R 24 CONSTRUCTION AND IN EXISTING PLUM I ALL DI�VIFI\1510!`15 AND CnNDITION5 TO BE VERIFIED BY CONTRACTORS i 3.2 G 12 G 12 G 12 c_ 12 G 12 1 G 12 C 12 12 !0 55 WILLOW STI `EA D CON . cICATION GARDEN CITY, NY, IN `P11OP, TO ORDERING MATERIALS. 2 G 12 G :2 1 6, 12 C, 12 PRIOR TO CONSTRUCTION AND G 12 G 12 CONS RAGIf ONL TBEFORE A-1111C`� \,V;TH5'Tc E3U;LDI G5 WHERE AN ADDITION THAT EXTENDS OR INCREASES THE FLOOR AREA OF: THE CER TIFICA TE OF %C UP 2. DO NOT 5CALF HE DRAVv/II',1G` ILRIMFTf-p-�IDGE ZONE 2 G 12 G 12 G 12 G 12' 12' G 12' 20 BUILDING UTILIZES TRUSS TYPE CONSTRUCTION. SIGN SMALL BE AFfIXED PRIOR TO THE UPANCY -5. 'AIKITTE-N DIMIEN51ON5 5UPERCEDE c 12 I2 G 12' C 1 e I TEL :(5 I G)74 I A 12 C, 9.2 SOLDER USED IW SCALED DIMEN51()N5. 1 24 G 1 12' G 2' G 12' G G G. G G G 4 4- R00".45 OTHIL-R,'t"lAt'd 51-DifF!NG KOOM5 40 ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE Of: COMPLIANCE. 4 TER, 12 12' G 4- 4 4 FAX:(5 I G)74 I P -I(- I __ 1 ­11 —4— SUPPL Y SYS TE W1 LOOKOUT BLOCK 4 30 T 7 7 5LFPF:NG RCOMS (D) SIGNS IDENTIFYING THE EX15TENCE OF TRUSS CONSTRUCTION SHALL CON515T Of A CIK'CLE GF-XCE�6 F CONSULTANT AI`ZE NOT GABLE ENEWALL RAKf OR PI\r\E TRU55 s G, C, 4 J. RECOF0, ARCHITDCII/ENGI� [)Fc _:,� i -Tli�! 55 VVIO KAKL OVfP A, INCHES 15.4 MM) IN DIAMETER, WITH A STROKE WIDTH Of / INCH ( 12.7 MM). THE GIN OF 96 LEAD. GABLE ENDWALL RAKE OR -) -S-,"ON50LE FOR 5LJPERV!_`ION, IN"-1-PECTION OR, ADMN.'15TRATION NG - G G G c C., 1 " 2110 5- !F1,5 Of T�15 �O 115TRUCI , iA 51 40 BACKGROUND SMALL BE REFLECTIVE WHITE IN COLOR. THE CIPICLE AND CONTENTS SHALL BE 4. ALL CONCRE-TE 5-i R"ffN-GITIM [F-1 TO bf 3,500F.1�5.1. M?.�,!. @28 DAYS — — — — - -- — — a -1 1 cru A R D RA I L 5 A N'1) IH A N D RA 1_5 200 REFLECTIVE LECTIVE RED IN COLOR, CON FORM I NG TO FANTON E MATCn i NG SYSTEM ( PMS ) #187. WHERE ALL SEE _jFA1:)!_F_- OIN FOUNDI�'\TKDN 5I­~IF_`F C 15CAKD SIHEATHING A SIGN 15 DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, A ff CONC COMPRESSIVE 5TREN113TH LIGHT, IT MAYBE A PERMANENT NON-FADING VED AS NOTED v fit 511-'AT,t�iG 51ZI F,VTEP _UPi1C;RT 5TURDY, NON-FADING WEATHER RESISTANT MATERIAL. B.P. MIN. '13LEARING C-APA�/-1,Y OF I 11-01� TE JPU55 SPACING IIIIIN11MUM NUMBER OF 151)CICIINWO11 NA11-5 STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOOR5 OR SIDELIGHTS SHALL BE Or: F0 U N DA IT!0 5 AND FCC; 1 N G5 ,,,RE 5-1 7F D f 0 R DEAI�ING ON VIKGIN 1 SOIL AT I (:NCHE5,0,C.) L OP� OD BOX JAILS 1-11 5 _,'AD�E R3!D 1 .7 - ALLOV4!,DLE DEFLECTION Of T Fw­ PE R _5 0 U AIR E f 0.0 _j ;4-- r F 57P . _FLR I ME BY. 7 , � 11C, \A1 EMBf x 10 C R L,A'I's If F 1 F_A T 1-1 r I G 1 2 2 2 'N rjFy BUILDING DEPARTME 'AI7111 A INAIINIMUM 0117 31-011 COVf-R. I x1- Cl- I Y6 5HE-ATHING 12-1=.2 2 2 2 f F,5 UVE LOAD (E) 5!GN5 IDENTIFYING THE EXISTENCE Of TRUSS CON15TRUCTiON SMALL CONTAIN T L KOMAN 12-19.2 3 3— 3 i 3 T 3 IL 76 -1802 NT AT 3 ALPHANUMERIC DESIGNATION OF THE CONSTRUCTION TYPE Of THE BUILDING, IN ACCORDANCE SAM TO 4 PM F0 _P 0 F R THE SPACING AT EIX�ES,ON.) THAN 5/12 WITH NO WITH THE PROVISIONS FOR THE CLASSIFICATION Of TYPES CF CONSTRUCTION SET FORTH IN LOWING*INSPECTIONS: I­IA,,'ING5L0P['- GFILATER G. ALL WOOD F AI`,AjN-. INCLUD'�,,":COI UI",/IN51,FO5Tc5,GIR.DEP 5,5EAMi5, FINIS ICD CEI-ING A 71ACHED TO RAFT`F��,. 1/150 JOi5_1r5,'_-TUD5 ETC. - NAIL -FACING AT INTF_R',,1[PIAJF SUPPORTS IN T�-,If F'ANEL SECTION G02 OF THE FOR CODE OF NEW YORK STATE (SEE 10 NYCRK PART 1221 ), AND 11- UNDATION�_ TWO REQUIRED 0 D If DOUG G f I fR, 1`4o.2 0 R BIETTE R, WITH: I FIE-D AN ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPO�ENT5 THAT ARE Of TRU55 OR POURED CONCRETE ' 1 1114SPE _T IN TIEKIOR WAtIL.5 AND PAffl TIONS H/18.0 CONSTRUCTION, AS FOLLOWS: 'IF" SMALL MEAN FLOOR FRAIVING, INCLUDING GIRDERS AND 2. OUGH - FRAMING P UMBING UC. URAL STEEL TO DE A57M A3(:-�.DF All-ED, FA 511;Z!CATED I FOR F=f '_,�IEATrIING VVIP IN 4 FEET OF TIE PERIMETER EDGE OF THE ROOF, INCLUDING .1 FEET ON EACH 5!r)ff Of TI­Iff �_�OOF ft,V,, Tr is 4 FOO? I'ffKI7v­_F'K EDGE 70N, ERECTED A51"EK A.1.5.G. AN D I- I-- I ;_ I- I- I L F_CUI�LLf `.,.L)[IAL� 3. 1 SULATION —j- Lill_ f LUSE[) . . . . . . . . . . . . . . BEAMS 'R" 5MALL MEAN ROOF FRAMING "fR" 51ALL MEAN FLOOR AND ROOF MING. THE 1_13GO G < O.A9,THE NAIL 5PACIK'11.35 511Ai L ff REDUCED TO G INCHES C.0 4. 'NAL - CONSTRUCTION MUST AI�TERiTRU5,D 1`��AMIKG Mt�7 7 TYPE DESIGNATION SHALL BE PLACED AT THE TWELVE O' CLOCK POSITION OVER FIT TABULATED 12 NCfl O.C. NAIL 51"ACING A55LJMF5 5HffA­FH1�,1G A77ACHED TO F� _74�1 `,7 �711 7G 7, 7 /!77 C,4� S CONS l­ R R RA - THE STRUCTURAL COMPONENT DESIGNATION, WHICH SMALL BE PLACED AT THE 5 TE FOR C.O. 8. WOOD 5ILL5 TO BE 2-2`xkG1' ACQ OR �'VOLMANIIZED TA5ULAT[D G, INCH 0 C. N1,'�iL,5FAC`ING ASSUME5 5i EAT��.�N,' AFACHED TO RAFTER 55 f-RAMiNG MPi`,/IBF��5 0.4,). FOR ViFiN/lE,1�R5 W!Til O.z,2 !�- G ALL 53-11RUC-FORAI I - -ML IX 0, CLOCK COMPILE ANCI-IORF-D 'A"I' 12" X 1/2" 0 AN(SHC)K BOLTS ANCHOR 5HALL f- REDUCE-[) TO INC�'IE5 O.C. L1240 POSITION, ALL FOR SHALL MEET THE 4. _iA[�J�ATLD 4 MCH O.C. NAIL SPACING 3_riEAT! 1N_GA­1_TAC_hE1,—TO R—AfIL— — — — — — — — — — -- - — — — R/7'1:55 fRAM!NG M`_MBEP,5 V01111 G' 0.49. F(-)P -FAM:ING MT-ME�FP5 W:T�l :5 C, R IREMENTS OF THE CODES OF NEW ) 1-1/3GC YO STATE. NOT @ 30' O.C. 12" MAX FROM CORNIER,5 < 0.49,Tt1[I-4Afl-SPACINS-_)5i­IALi 13E REDUCED TO 3 INCHES O,C. F_XT;_7R!OF\"4!A'I_5 WITh PLASTER OR 5TUCOC All 5. T/�`50,ji-ATED NAIL 5PAC11NC5A55UMF 1\BUILDING LOCATED IN Exr05UF1'E D. RESPONSIBLE FOR (f) SIGNS IDENTIFYING THC EXISTENCE OF TRUSS CON5TKUCI�01\1 SMALL 13E AFFIXED IN THE 0 N OR CONSTRUCT repair( Instal; -FX'7 E P 10 P\ ;;VAI LS -lA/i N!D 0ADA W FI LOCATIONS SPECIFIED IN TABLE I- I 2G4. fIN15H[5 U240 ION ERRORS. ALL HEADER5 TO E,1 SUPPORTED 01\1 DOUPEILE STUDS, OR 4`x4" POSTS UNLESS OTHERWISE: NOTED [U.C.N1.]. to coth 10. PROVIDE DOUF1)L_F H'L__-ADER5 AND TRIMM'1:1R5 AT ALL 5TAIF. AND FLOOR OFEINING75 AND LjNDff_R ALL PO5T_c:.'- AND PARTITIONS RUNNING PARALLEL. TABLE I- I 2G4 TRUSS IDENTIFICATION SIGN LOCATIONS C MPLY WITH ALL CODES OF: 1_0 5AIvif, NEW FORK STATE & TOWN CODES I . BRIDGING TO BE DTHERFULL. Di'__'PTH "2"x SOLID O'1R, I "x3" OR, 8 GAUGE SIGN LOCATION SIGN F-ACEMENT AS R DUIRED AND CONDITIONS OF FET CROSS B KI N X, 17 MID-5FAIN O� FRAIv1;1NG DAY AND NOT EXCEEDING P U I, 51-c" ON elf NTER. EXTERIOR BUILDING ENTRANCE ATTACHED TO THE DOCK, OR, ATTACHED TO A SIDELIGHT DOOR-9, EXTERIOR EXIT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 OF I 12 A L L 1­1 LA R-9 T 0 El 2"x c' DISCHARGE DOORS, AND INCHES ( 305 MM ) M0-1_)IZONTALLY FROM THE LATCH L U 55 OT�,;F�PIA15E NOTED. L EXTERIOR ROOF ACCESS DOORS SIDE Of THE DOOR JAN13, AND NOT LESS THAN 42 INCHES X i 13. _'1_HF TOP AND [30TTOM Or JOISTS SMALL N',�) F NOTCHED MO F- TO A STAIRWAY. THAN 2 1- B­ NC K ( I OG7 MM ) NOR MOK_ THAN GO INCHES 1524 MM) .............. '7-�- DEC�_ ABOVE THE ADJOINING VVALKI N G SURFACE. _S PLACj 14. ALL 5_F1FUC,;r_1JRAI__ WOOD 5[11ALL PE KEPT 2" C-! -r:A7-' FRO`vl CHIMNEY,155. OCC IPANCY OR EXTERIOR BUILDING ENTRANCE ATTACHED AT EACH ENE Of THE ROW Of DOORS AND - 3 � I D ff�,AMIN�- FOR -T TO 15. ALL 'WOOE DOORS. EXTf EXTERIOR EXIT A MAXIMUM HORIZONTAL DISTANCE Of 12 FEET ( 3.G5M USE S UNLAWFUL 15, GAU(Lt I`v%',J1. (._:,A;__VAI`,J'IZ1D 5T1F'_,fI_ MFG, F3V "FIC(D"I CO. COLLIER5,*'\/• raw mw Vm 7"mms"m"m w It JI: ormi.swep k,(5,r,/1 0-G3 5 S)51 rj) 0 r" S I M F15(D N 5TKO H G 1 C,0, PLEASANTON CA, r"m mm sam"w DISCHARGE DOORS, AND BETWEEN SIGNS, AND NDT LE55 THAN 42 INCHES TF EXTERI ' P I (I OG7 MM ) NOR MORET�IAN GO INCHES ( 1524 MM) W I AUT CERTIFICATE (8010-9,-)- -5-("j'Fl 9)f 0 R OR \00c: ACCESS DOORS TO A STAIRWAY. ABOVE THE ADJOINING WALKING SURFACE. CUPANCY 16. -=r' FOU Fff D CO��C,RE Tr SLAT; FRC'✓'I" I- G`x(f," I O_ 06�a. W.W.1�/J. OVEI, OF V ) R all 11 ENE VAPOR, rlffl,� If- G Mll.. POLYETHYI_ If)A\F;" A ACT D SAND WELL .\A AND GRAVEL FIRE DEPARTMENT HOSE ATTACHED TO THE FP,(,E :Df FLIE BUILDING, NOT MORE THAN CONNECTIONS.. 12 INCHES ( 305 MM ) •'-,�_)KIZONTALLY FROM THE CENTER 17. ALL CONCRETE HALI-,\JC11h FOOTINGS TO 5-E PROVIDED 245 CONTINUOUS LINE OF THE FIRE DEP&',_; 1ENT 1­105E CONNECTION, AND REINFORCING RODS. I NOT LESS THAN 42 ING;--,�1_5 ( I OG7 MM ) NOR MORE THAN SURFACE OF ALL FOUNDATION WALLS BELOW GRADE GO INCHES 1524 N/,i\/, '\,130VE THE ADJOINING WALKING 18, THE EXTEKIOR, SUR (S If PT 511-A 5 A P\,'--AS) 5 17 1 L SURFACE. I '. TAR F3,/\5f_, SELF 4 M. BITUMINOUS PLASTIC CEMENT. _D WITH AN ELASTIC COAL x AMFROOFL PRIMING J- CT IS, GFADIN- APOUND NEW COI-,Ic5TRI_)'- iON 5HALL 5LOI IF A 'AYAN1 )LEND P :-OUR-5, MAXIMUM; SLOPE (FL� 3: 1 . F TO EXISTING CONT Qji 20. FIR,EFLACE FOOTING5 SMALL F -ROM FOUNDATION 0', .-,)<TEND G" F \1 ALL SIDES AND SMALL DE 12 _'ITION AIR VE-NTS AS Ep R­ PF�OVIDE COI\/15Lj'1'- F5!DENTIAI- CODE c; 17 NEW YCRI� 5 TATE. 5, A Off �Cs / Al. 22. _'-_1MOKE-DEF-TECTING ALAPI'M DEVICE INSTALLED SMALL CONE;SRM WITH L...... — meq. Of THE KE5!DLP_1NTiA,1_ CODE Oi� NEW YORK STATE. SECTION R3 1 K E FLE R TO 115l`1A1O.1`,L Dffl_'E(__TOR` 110TE IN DOX ON THIS SHEET. w Kf\1, 150METRIC V I Ef VV 2 3. F\'--G AIP 2 SCALE: NT5 �D;ff_55 Of *kk/INDO�,,VS, INDICATED IN DF',A`vVIN'_­?S, PROVIDE AT EAST ONE WI1\IDCV,/' IN 117_�_ACH SPACE, (E/\,'CFPT KITCHENS) FOR IMERGE:NCY ESCAPE, REFER TO 'Vv;NF')OvV5 SMALL CONFORM" NOTE IN! BOX ON THIS SHEET. A A 24. MINIM1UM AREA Of GLASS AND VENT IL/­\_I_ION ;'�OR l-­lA1qITA5LE SPACE SMALL DE 8 '7% OF FLOOR AI`?,L'-A FOR GLA55,AND 4 % Of FLOOR AREA FOR VENTILATION 100*0�7 47,6c"oU N 25. ALL GLAZING SHALL CONFORM TO 1'GLAZI!Ak/31` 155Ue- DC5cription L_ -)RK STATIE_ OF THE Rff51DENITIAL. CODE. OF 2(z). ALL CON571-RUC-TION 5-MALI '15L 11\1 ACCOR�DANCE WITH THE .<S RE-51DENTIAL CODE Of SHALL L_ 1p_-__ b c:) 0 PROJECT YOK,"\ STATE AND ITS ADOPTED GENERALLY iN�l - - P� 1\!0 IL�Rs ACCEPTED STANDARDS. -L D 'ZAPPED AND VENTED 0� COLLINS R175IDI '127. ALL PLUMBING fIXTUK�,--5 SHALL PIT: INDIVI UALLYT: 1_0 m AS REQUIRED BY NIY5 CODE. CAST IRON PIPE SMALL CONFORM WITH Al WITH APPROVED JOIINT5, PIPE SUPPORTS AND LOCM_ - CODE REQUIPEMENT5 '0, PROPOSED C12'ANOUTS. �7, n L— t,..) 0 KITCHEN RFMO1 > .-A (P 2(5. !-1_F-_ATIN(':, AND COOLING DESIGN SMALL COMELY WITH A.S.H.R.A.E. n < uF rT1 17�j OYES ADDITIC STAND ARD5. L > A L 3450 PECONIC BAY 13 ell 25. ELECTRICAL DISTRIBUTION 5Y5Tf_I\A5 SMALL COMPLY WITH THE till, w NATIONAL ELECTRIC CODE [NEC1. 10D C, a�o LAUREL, N� 0 .�J f0 Zlj I . THE RECORD ARCHITECT OR ENG'INLEK ARE NOT Rff5PON55LE FOR K IMFORTAN__ 11,107'E5 PROJECT SUPERVISION, 107z ID A ­ INSPECTION OR ADMIN&FRATION Of THIS GENE NOTE CONSTRUCTION PROJLCT. ­ll�, S ol 0 2. ALL WC)Rr� 5�!ALL COM11-11 M 1 E 00,,00,1 > LY WIT Tl­�p RESIDENTIAL CODE OF 1,5OMf:TKIC VIEW, 51- NE\,V YORK STATE, LOCAL CODES AND ORDINANCES HAVING 110 JURISDICTION. 00: ICU f TIL APPROVAL BEF-FN OBTAINED tl�l 5EAL SIGNATURE 3. NO \A/OF',r, -1-0 COMMENCE UN ; 1 �0 E, FROM DATE: THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING 13 -k 0 11VAI NDP19 011', NE PROJECT N F.co 0 F ZI A 0 JI.JR15DICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 16 DRAWING E M.O.x _OR AND OF Rff1`_-3FLGTIVE 5UI5CON1_r1RACTCR_1'n, 511-IALL bE -1. CONTRAC-1 [' F;4-4-3 ............ Ct1K By: ................ Lu L DWG No: DI5j_0FT IONS, AND D;5A11_!GNMf_NT A(.-,cO�ZDING TO ALL APF-LICABLE_ 10,11'.4 AGAINE-7 DAMA`-, ;3RFAKA`-_, COLLAPSES.'ff5FON5IF.',I F FOR ADEQUAFELY bFACING AND PFR'OTFCT_ING ALL 4 R 4 13_vm IN D VVOIRK' DURING CON5TPI.J(_7I 0A, CODFI�:,`/, 5-IFANDARD5, GOOD CON51-RUCTION PRACTICES. jS0j7Sj a jltZle0000 S 0�3734 5. THE ACCEPT-5 NO RE5PON,5IF3ILIT11( FO, THE \t,/OFK NOT ssio CO-11\41STRUCTED ACCORDING TO THESE PLAINS OR NOT UNDER HIS 0 'TIE, \V NID 5 P�ECL D h.)L JG F F I_2 40 C �(4 L,U/IRDE APRT E Es FIOT PLAN T-O( —ill 5GALE: NITS u '-- '=fir-"- -•.e-o- _. c�^a�r'.a+na_n+s S'ti JzeE d}a �"i`.ac,.rL,. ,.-t racat+t. „ Z c'OLFx' asm�•Sla�Elfms�amfAuaxya[i%Mrt'2tYRC7&l7tsmmttEm+alters.mt9aHessw�e en'aa,wma41�B s rsA - ,BFeaJla �wRlru+xsmsm^ f'sr#s,;,aur#+L✓3ruawcaixr:.roavre.*a=lilt=-.M". ,W Z4:�r.�.:rarer,x+Jsr+rv..'!sr�•,dR.nwuwtm-3�.+.,:fltt:y:4':-I'M;xaewaXr Mots+-Mv rtx mTr%t"m ltvmmf� �Nl� nl•nnr•a�f�lwa�! •es��rnr "�7n .. L.) PL'>' /OOD: 2.) SCISSOR TRUSSES: MANUFACTU` ER TO CALCULATE HORIZONTAL_ THRUST OF TRUSSES SUBJECTED TO DE51GN LOADS AND TO INCLUDE TI-115 INFORMATION 5.) FLASHING: ELITEE DRAfTING I .) ALL PLYWOOD SHALL F3E DOUGLAS flP, AND SHALL BE MANU'-ACT!JRCD ANDN _ CCUf�:T � O WITH SHOP DRAWINGS. EACH TRUSS TO BE SECURED AT ONE END WITH I .) ALL FLAB, �IwG; Ei� FL/�,SH!N'G, Af� COI-'Ifv'G WHEN 0� fv1ETAL SHALL. GRADED IN ACCORDANCE 'A/ITN U.S. PRODUCT STANDA.F D PS 1 -803 FOR A METAL "RAFTER TIE'' TYPE ANCHOR. AND A SCISSORS TRUSS CONNECTOR. BE OF NO L.E55 THAN NO. 2` U•S. GAi;GE CSOF;F OE,iON-U-.`5-I_c TANT META(_. DIVISION 15: MECHANICAL HOME DESIGNS INC CONSTRl1CTION AND "CLEVELAND" OR APPROVED EQUAL, AT THE. OTHER END TO TIE DOWN THE A.) HEATING VENTILATON AND All CONDITIONING: 6 3 1 -455 - 1 64 2 TRU55 WHILE PERMITTING THE TRUSS TO MOVE OUTWARD WITHOUT DEFLECTING 2.) FLASH A.!.L EXTFD,j0 ' OPFNING5 AND A:_!. BL I;LD!NG CORNERS WITH APPROVED 2.) `ATH PLYO"✓OOD `1L[- SHALL_ BEAR THE "AF'A" G?BADE TKADEMARK. � � � �- :: � , , , �, ,:� THE WALL, MATERIAL TO _XTEN,D ; f LEAST FHIN�� ✓✓,ALL COVERING, COVER.. t'\LL 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES, AND C� P . E .EXPOSED PLYU\%C?OD F;i ESI-!IL-DNG CO"_NER_`� 1ti/'':'1 W/`;Ti=R.P�'DOF P>L1;LiiING PA.PER.. S;EGULATONS OF THE GOVERNING AGENCIES. B �IAN COLLIN✓ 3.) ALL ENG JOINT 5 SHALL BF STAGGERED AND SHALL BUTT ALONG THE CENTER 3.) TRUSS DIAGRAMS AND TRU55 LAYOUT PLAN SHOW DESIGN INTENT ONLY. 2.) MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LINES Of FRAMING MEMB-P,5. , - � F H r n - ,� 59 WILLOW STREET TRUSS MANUFACTURER �r1Al_L JCIIFY ALL SPANS, DIMENSIONS, HELL HEIGHTS, 3.) .STEP FLASH A, P,L L ROOF TO V✓P,�_r_ COf••J;�1!T!O��i°�. f-1_A5H AND C��I;L.�; .✓"C��JD LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO ARCHITECT PRIOR PITCHES, ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP BEAMS A"JT H D OCR PR.O.!cCT1ONS TNROUG!1 EXTE, 10:,: VvAL!_-: O``: P,00F SURFACES. 4.) THE FACE G�'.AIN OF THE "L'�\rdOOD SHALL BE LAID AT RIGHT ANGL:rS TO TO INSTALLATION, MECHANICAL .`SUBCONTRACTOR TO REVIEW STRUCTURAL GARDEN CITY, NY, I 1530 DRAWINGS AND TRUSS LAYOUT PLAN; EACH SEALED BY A PROFESSIONAL THE JOISTS AND TRUSSES AND PAR,"i,I_I_EL TO THE STUDS. ENGINEEP, REGISTERED IN THE JURISDICTION WHERE THE CONS(RUCTION 4.) E.AVE i LASHING 1/b'!1EN ::L=OUIE:'-D SHA':_!_ CON5I51- OF TV✓0 L AYERS OF 1 50 SHOP DP,AVV/(NGS AND NOTIFY THE ARCHITECT OF ANY MECHANICAL AND STRUCT- L: 5 I 74 1 -0053 URAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. FAX:(5 16)74 1 -0053 IS TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- A.5.f. CEMENTED TOGETHER ;N ADDITiOfJ TO REC?UiF:ED fJA!L.ING F C-L1 5.) NAIL: SHALL ESE PL!•.CE'D 3/8" M�INlf`,�1UM FROM THF EDGE OF THE SHEETS. THE LUGS JF THE AVE OF THE ROOF= J J'. E ;L/y A + DINT 24 IN1� :1E5 ) ALL WORK SHALL 6E GONE IN A NEAT AND WORKMANLIKE MANNER AND SO THE MINIMUMI NA!!_ PENETRATION INTO 1-R.AMIEJG MEf/B`'RS SHALL BE I ` TECTS RECORDS AND ONE TO BE RETURNED TO CONTRACTOR ,AFTER REVIEW. F ' r U (� INSIDE THE !NTER!Oh, VVAl_L LINE OF THE 51JILIDI[`J3. AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED fOF, 8J NAILS END 1 --31/8" FOR I OJ NAILS. 4.) TRUSS SHOP DRAWINGS INDICATING CALCULATIONS, LOADING, LOAD TEST BY OTHERS. ALL FLOORS SHALL BE GLUED AND N'A1LEG WITH APA AF'P'.O\/CD ELASTOMEP�I': DATA, HORIZONTAL THRUST AND ANY OTHER INFORMATION REQUIRED SHALL C.) ATTIC. VENTlAT!ON: B.) PLUMBING: BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE JURISDICTION Sl l?UCTURAL AD,IESIVE AND 8D COMMON, SMOOTH, OR RING 5HANK NAILS a , 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODE, AND WHERE CONSTRUCTION 15 TALKING PLACE AND BE SUBMITTED TO BUILDING I .) ENCLC5E�� ATTIC Th.USS SPf,"ES AND ENCi_O`�E'; ?OOT !�.,,F=TE'r: � 5 LAL.L HAVE � SPACi D G" U.C. AT PAN EDGES• A"1D I O" O.C. A'I If ITE fViED!Ai C J'.JP- R '*,'TI - -, REGULATIONS OF THE GOVERNING AGENCIES. OFFICIALS: PRIOR TO FAB: (CATION. CROSS VELA I.D(J EOR E=.CH SL:T -,.A1 E SP,'�1,L. G,I1 H SCR.f:i=iJ-L tIJTILi�rlf,0 P0P.T5, OPENINGS PR,OT__CTED A.GAIN51 Tti` ENI(F„ .NCS Ci- I`VOISTUT E AND RAIINI IN 2.) ALL V'VOP,K SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO 5.) STORE TRUSSES ABOVE= GRID ON WOOD STICKING IN SUCH A AlAY TO PREVENT ACCORDAFICE WITH ALL STATE AN') LOCAL COTE` AfJD OF,.DII`,,'A JCE5. 5EE DETAILS M.) CORNER 3RAr,ING: , AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED BF,JDING, ��✓AZPING OR DEFLECTION OF TRI�SSES. ON A4:CHI-LC1"UK.;,L 'Li`-,v5• rC> : i ;f':�fJ AND J 7 DE :\i i_ BY OTHERS. 1 .) UNLESS OTHER'vIASE NOTED, BRACE EXTERIOF', COTNEIS OF BUILDING WITH DI�i1510'v 8: DOO?.5 AND ` iNC)OiA/5 3.) PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS 1 x I DIAGONALS, LET INTO STUDS, OR W11-1H. 4 X 8 PLYWOOD SHEE=T OF T A.) GENERAL: AND NOTIFY THE ARCHITECT OF ANY PLUMBING, HVAC, STRUCTURAL, AND NESS TO MATCH THAT Of 5HEA.TH!I`JG.. OR WITH M1 T AL ST.,.AP DEVICES INS T A,1_- E ) ROOF TRUSS BRACING: INSTALL PERMANENT BRACING FO? ALL WOOD ROOF � f./ - ! DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. :C k[ AN!C;L '/'✓!TH f�1P,fJUFACTURERJ 1NISTRUCT 101,'5 (I 6 GA. COMPRES- �� _ c - I ., AL1_ INDOf SHALL S AVE INS`.iL./�;TiPJ: GI_Ar`�. 0�.511NI LF GLASS 1V'Tii T Li.G IN ACS D .J TRJSSL5 A_� SPECIFIED BLOW. FOLLOW ALL RffCOMMEND, TIONS SPECIFIED STORn�1 W!NDO"VE" O'`" E-QI_;AL. SIZES INDICATED ON PLANS ARE NUI✓1!NAL_ 510N TEfJ510N)• IN BRACING WOOD TRUSSES): COMMENTARY AND RECOMMENDATIONS AWT-76 U'VISION I G: ELECTRICAL T ONLY. L55UILDER TO CONSUL-1 `:BVI TI H WIN 0,11' MANUFACTURE;: To DETERMINE PUBLISHED BY THE TRUSS PLATE INSTITUTE, INC. EXACT SIZES, ROUG1 O+ _1\,`TUG. ETC. AT LEAST ONE 11 1'^JDO'.�/ fRll_)IA EACH 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND 2.) L A F F'I_AT ff5 AT ALL_ CORNERS. AREA A � I F, , ^R I ARE-A ,- BEDRGOM r,8 , , SHALL ;u�VF: A IJ C,L,= OPt !„JG A: ..C,A OF .�. _)Q. FT. SHALL COMPL, WITH THE REQUIREMENTS OF THE SERVING POWER AND TELE- Vv'1 T H A NE,_ CL`�AR-HEIIC,HT O 24''. A, f 1"T C:LEAF C:PEi'JIN:; "✓ID T H CF 2O', PHONE COMPANIES. N.) NAILING a. TOP CHORD PLANE: PROPERLY INSTALLED PLYVvOOD ANDA `✓ILL_ HE!GI I OF 44'' CR LE:`;`_', /IBC>`.!E TI-L FLC);�'`-.. FOF? EGZE`;S PU- SHEATHING WITH STAGGERED JOINTS AND CORRECT 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 ALL NA!L'NG SHALL BI= IN ACCORDANCE WITH SE RG02.3( l ) AND 8602,3(2) _ _ _ RP05_5. GLAZIE,IG IN DOORS AND F:XFO GLAZED PA JELS !n:.*✓ED!AITLY - 3 ) NAILING SHOULD ADEQUATELY GRACE THE TOE' CHORD r,r � { ; n„ � AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED ADJACENT TO .DOC)"1`5 OR h/ r,!N , � ,;F THE F�OCR, V� I11c_-1 N/lAY BE SUE-)EJECT AS WELL fA5 TABLES RG02.3(I ) T1 iR.OL1GH 8602.3(4) OF THE RESIDENTIAL CODE OF PLAN. HOWEVER, WHEN GABLE END TRUSSES ARE e : ;- r- r " r + / F4 r i BY OTHERS. TO F.,EQl _N AND r.E� U': ,r T , ,C 101- ITAL . I _A/�A!.! If,'-'AC; 3''1r•,_� 131- T EMFLffRFi: NEW YORK STATE OR IN ACCORDANCE WITH ASCE 7. (REFEP,T 0 THE "FASTENER USED, CONTINUOUS 2X4 BRACES SHOULD BE INSTALL- AS PER STAT AND L.C)CAL CODE' , AND ORDINNINICES. � SCHEDULE FOR STRUCTUI;AL P✓EMBERS" ON DRAWING C-2 FOI FURTHER INFORMATION) ED AT A 45° ANGLE TO THE TRUSS FRAMING. THESE 3.) INSTALLATION.: BRACES SHOULD OCCUR AT 3 POINTS ON EACH GABLE A.) ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED ENE): MID5PAN BETWEEN ROOF CENTER-LINE AND 'J.) , IPE STOPPING: DIVISION 9: FINISH_=S TO WEATHER SHALL BE WEATHERPROOF. � G WALL ON EACH SIDE OF CENTER-LINE AND AT CENTER- LINE OF ROOF. B.) BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE I .) FIRE- STOPP!"JG SHALL BE PROVIDED TO CUT OFF ALL. CONCEALED DRAFT /',..) GENER.AL: LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE OPENINGS (BOT 1 VERTICAL AND HORIZONTAL) WITH 2"' NOMINAL LUMBER 1 / NOTED ON DRAWINGS. TF 55ff ` n /T b, WEB fJEMB�_R PLANS: PROVIDE CONTINUOUS 2 - 1 .) ALL GYPSUM WALLBOARD SNAIL BE INSTALLED iN ACCORDA.NCC 'A/iTH THE OR 2 : HICKNE��,L� OF I JO•�1�f`J,-�L L_iUMBEP, V1;I t1 E3;";CDK;EN LAP JOINTS OR �_p 4 BRACES F,T 450 ANGLE FROM THE BOTTOM CHORD PRO\/ISIONS OF T HE E>OC; CAEO. C SU L A•.TC5f EDITION AND, 5?A,T= AND LOC:A!- C.) RECEPTACLES SHALL BE INSTALLED VERTICALLY OTHER APPROVED MA•t,,„Al.. OF THE TRUSS. THIS BRACE SHOULD CRO55 AT CODES AND O'.DINANCE,3 (AS APPLIC/',5LF). AT 12" ABOVE FINISH FLOOK(I 8" IN BASEMENTS) AND 12'-0" O.C. LEAST 2 ADJACENT TRUSSES AND TERMINATE AT P.) ALIGNMENT: LEAST ALL RECEPTACLES WITHIN 6'-0" THE TRUSS-. RIDGE. SECURELY NAIL THIS BRACE ?_.) GYPSUM 1ti/,aL.L.t30f'`,F;U :�`1ALL NC?T '�L !':STA,I_!_E_D 11'vTIL bv'i_A:i TIER PRC:I E-C1 IOPJ HORIZONTALLY Of A SINK LAVATORY OR TUB SHALL `:0 ALL MEMBERS IT CROSSES. INSTALL T111S BR.A,CING Fn? THE= IN_> ALLAT!0N' !J RO\/!Dt= _0F'A.GE :Hi:)U'_E E:- 1"J ACCcUR.VA^JCE I .) ,ALL (AFTERS AND JOIST `�R,�,P•./IING FROM OPPOSI r "IDES- SHALL LAP AT BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. LEAST 51/X/ (G) INCHES AND BE SPIKED I AT ALL GAE,'i._E OR END WALL CONDITIONS AND AT VViT-H MAPJUI=ACTUR.FR,': !NS1 R'.UC.T ON.,. _OGE�TNER. I FOOT MINIMUM IN T ERVAL5 THROUGHOUT THE TRUSS D.) WALL SWITCHES TO BE 48" ABOVE FLOOR. T _ �• SYSTEM. 3,} ALL EDGES A!'JG °JD > OP GYP`5UA/I `w� :^,!_LI:O;`'RD Ali'•'--L(`CCL �: C-Ni THE. i F/\ �1iNG 2•) 1^,' i~`J FIA['✓fNG L-NC! TO = 1D J.JIS+`� _�HA,L.L i:� UFC TO ETH`R BY METAL E.) ALL SMOY,E DETECTORS TO BE WIRED IN A MANNER rl?E"v1BEp`� EXCEPT T'-1CD5t" �`:'ii!(.:.H AP,F_ 'FF'.r'::JdOICUI_!"'" CV THE. F F,f,11NG T ' SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE �.. BOTTOM CHJ�.D PLANT: PROVIDE CONTINUOUS 2 1`,/F v1E3ERS. -"'.LL ` GF.`.: 0^ Gl'_' Ur••.^ 'V...,�,LLi3Or C:D : i',=•!_!_ >3C: IN P,-10C>Ef E COfJTr^.0 X 4 BRACE "::dJ IOP OF THE BOTTOM CHORD OF ALL y�, NI � F-� � 5 � I ,r;, 115FDI , , ALL. Q.) PP,RT!TIO?J`.: I EXCEPT :�, C.�f.`.EA,_,.._ S,'r�CE� �Pv'HE��_+_ f=i:�,E -[_'' .i-� :..C�I`J.�:-..I_,:_TiC.,N, + ROOF TRUE;' _S, THREE ROWS MINIMUM A,RE REQUIRED NOt RE )URED. LOCATED AT It!`: 1/4 POINTS OF THE TRUSS SPAN. I.j GENEPA'_: SECURELY NAIL THESE bF:,ACE5 TO ALL MEMBERS r - E ! --'��- -�.) LHS 57�.� Af`JiJ ...'ACNG OF f;°,15TFNERS SHALL C:.0M;'L.Y "Al!Tti 8,:>C:A. CAf?O Afv,`D , THAT IT CROSSED. TE ) r C AND 3j� _, n a. DOUBLE JOISTS CENTERED UNDER ALL. FA`�ALU_L PARTI- STATE AN LOCAL ODES , .:J;:_ ._.R 1,'.EJC :3 (, S AP.1.!CAf°i.Ei. TIONS FOR FLOOR TIU55E5. FO!_LO4V MANUFACTURE Rs `5.) WOOD FLOOR TRUSSES 5.} PR.OV!Dr. MGI`�TUR.F R.i:=S!STANiT [;PY'v,✓.ALL CF_M'NT E;OATD AT TUE;-5 AND S`!CWERS INSTRUCTION. I .) FLOOR TRUSSES TO BE MANUFACTURED AND INSTALLED IN 5TR.IC?- ACCORDANCE � ,', / !L5 � ,JGS. A� .JH(,1,N ON DC-i.\ ` IN At�,CNIT CTURAL D!' �\^/;� b. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN WITH MANUFACTURER'S RECOMMENDATION. ALL SPANS, J015T DEPTH AND THE JOIST AND FIRST INTERIOR PARALLEL JOIST. y SPACING TO BE VERIFIED BY MANUFACTURER'S. 51101" DRAWINGS INDICATING G.) FIRE-R`=SIST !VE CCD^JSTRUCTION: GA'�i� '•C CE!I_IN:;S AfJD WW LS W'-!EN ADJAC- CALCULATIONS, LOADING, LOAD TEST DATA AND ANY OTHER INFORMATION ENT TO fA DWELLING UNIT SHALL 5` Of P.ATED CONSTKUC:T!ON ACCORDING REQUIRED SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED TO SECTION R302.(_-) OF THE RESIDENTIAL CODE OF N.Y.S. c, SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLEREQUIRED THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. TRUSS TOP PLATES MUST BE STAGG_RED A MINIMUM OF ------- - -- - 4'-0". MANUFACTURER SHALL VERIFY ALL 5PANS.DIMEN51ON5, BEARING POINTS TABLE P,302.F. SPACING. ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP _ DRAWINGS AND TRU55 LAYOUT PLAN, EACH SEALED BY A PROFE55IONAL GP,OMI Tr:r RESIDE-NICE AND ATTICS NOTu_�5 THAN%." GYPLUM BOARD o8 J. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION EOJIVALIENT APPLIED TO THE GARAGE SIDE 5T � F ED F +, 15 TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- - F - GIF NOF LF55 THAIN =/„" TYoF X GYPSUM 130APE) e. �;P,UTU:�AL \A .IATION.� ARE ALL0V1•,_v I+ Sl�!3:�TAPJ- T ONE F � F:.��!��1 ��!ABITAB�_ R00n,95 ABOVE GAP.A �� '` �; _ TIATED BY ENGINEERING CALCULATIONS, STA,P•!!PED ECT5 RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. � OF'•,FOU ✓AL NT BY PRO FCSSi.ONAL ENGINEER LICENSED To PRACTISE S)TRUCTUF;=(``O SUPPOKFING FL001R/ CDL'N/�, � NOT LC55 THAN Y;1' G''1`5U vl 2.) STORE TRUSSES ABOVE GRADE ON WOOD STACKING TO PREVENT CONTACT AS`3En n= !N THE JURISDIC.TIOrJ 'W'HFP,E COPJSTRL)CTIOivI IS iBUE5 USED f-OE. SEPARAT'0'J i �,, DF; fQUIVALDNT Issue De5cript�on Date WITH BARE EARTH. COVER WITH TARPAULINS TO PREVENT EXPOSURE TO P,EC:UIRED BY THE SECTION I TAKING PLACE. ONE SET OF CALCULATIONS TO F,� T p THE ELEMENTS. AL1A/AYS STORE UPRIGHT E5PECIALLI' IF 51;ACKING. GARAGES LOCATED EE5S THAN 3 FEET FROM A, , F,� a �� BE P,Dk)VIDED TO ARCHI�F(-'T FOR A, PF,0VAL PKI NC F 1 AN """ r': Un-1 50AF;D OR. DWELL NG UNIT ON THF SA.n,1 : L J,_ F0 JI'JALI`r T ADPL ILD ?O THE !ivTER.lO�:SIDE OF PROJECT TO COI!STIUCTON• E;:T["r10?VvAL1.5 THAT ,AR[= ,41✓!THIN T 15 AREA DIVISION 7: THERMAL AND MOISTURE PROTECTION f. LAI' TOP PLATES AT CORNET`� AND INTERSf-CTIONS. C LLI N RES I D E N C E A.) ROOFING: PROPOSED 2.) BEARING WAL L5 SUPPORTING ONE FLOOR. OR MORE: c SF EALING.j ASPHALT ,,HINGLEo. �vV`�:N1Y - FIVE (25) YEAP, SELF _�LALING SHINGLESI�JG1_+_S OVER KITCHEN REMODEL I LAYER OF 15# ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE a. PARTITIONS ML15T BE CONSTRUCTED OF MINIMUM NOTED. INSTALL ACCORDING TO MANUFACTURERS INSTRUCTIONS. FOYER ADDITION 2 X .4 STUDS SPACED I G" O.C. OF -TYPE LUMBER. 5r'EGIFIED. 2.) ICE PROTECTION: PROVIDE A SELF ADHERING POLYMER MODIFIED BITUMEN SHEi=-T 3450 PECON IC BAY BOULEVARD (ICE SHIELD) THAI- IS TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 2.4" LAU R L NY �• BY A DOUBLE TOP PLAT= OF (_ESS THAN 2-2 X 6' S INSIDE THE EXTERIOR WP.'--L LINE OF THE BUILDING. OR 3-2 X 4' S 1-> Uf3E�D. FLOOR JOISTS SHALL 3E CENTERED DIRECTLY OVER AND BELOW BEARING WALL 3.) CEDAR SHAKES : #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) STUDS WITH A TOLERANCE OF NO MORE THAN I " OVER ONE LAYER 150 A.S.f. UNDERLAYMENT. INSTALL WITH 4/2" WEATHER UNLESS SUBSTANTIATED BY EfJGINEERNG CAi_CUL.A- EXPOSURE. APPLY AN 18" WIDE STRIP OF 150 A. S. F. OVER EACH COURSE GENERAL NOTES OF SHADES, 9" FROM BOTTOM EDGE OF SHADE EXTENDING OVER TOP OF TIONS. SHADES AND OVER SHEATHING. c. 5=AR!NG STUD 1A/ALLS MUST b-F SHEATHED WITH A 4.) EAVE FLASHING: SEE NOTE B-4, BELOW. MINIMUM 1/2" 5Y5TEM BOARD FASTENED ACCORDING 5.) EXTERIOR WALL5 SHALL HAVE AN R-20 RATING OR RI 3+5 BY USING SEAL SIGNATURE DATE: 0'5- 15-17 TO DRYWALL MANUFAC T UREF, RECOMMENDATION. EXTERIOR WALLS SHALL HAVE R- 1 3 (3-1/2") KRAFT FACED FIBERGLASS INSULATION PLUS R-5 INSULATION BOARD r c OF �� j 4 . PROJECT No: 2017- 10 AND ROOF SHALL HAVE R-38 (12") KRAFT FACED FIBERGLASS INSULATION. THE �T��� GQ ' ,� DRAWING BY: CD R.) WOOD, ROOF T81J55ES: VAPOR BARRIER 15 TO FACE THE HEATED SURFACE. co � cc CNK BY: CD TI11,A13ER TRUS5r5 SHALL_ BE DE5IGNCD IN A,CCOFDANCE WITH ANSI / TCI I � � _w 0 DWG No: STANDARDS, CALCULAT!ON5. JOINT STRENGTH INFORn%I.ATION (ALLOWABLE LOAD PER SQUARE_ INC 1 OR EF, WALL, ALLOA\5LE EDGE DISTANCE, ALLOWABLE END DISTANCES) LOAD TEST DATA AND OTHER INFORMATION AS NECESSARY FES SHALL BE SUDMITTED TO LOCAL AUTHORITIES FOR APPROVAL PRIOR TO T-00,n . 00 FABRICATION. EACt1 TRU55 SHALL BE SECURED AT BEARING WITH ONE "RAFTER ETC" METAL TYPE ANCHOR AT EACH FND. NO-E: ALL D111LNSICN FOR KITCHEN AND C,ABINf=1'S NLFD TU BE VERIFIED ELITE DPA1=TING N!-iELD. P,LI.CAB NFT S1>ES.C:OIORS, O AND MAI TC_' I- Ct'OSIfN Bl' . E_----- ''N (6/ HOME DESIGNS INC = G31 -455- 1 G42 -- m EX BATH r SK Ii BRIAN COLLIN5 P . E . III I FXISTiNG KITCHEN TO BF I I GV�`N F I �p nil 9 I 1 i I EX BATH 59 WILLOW STREET GARDEN CITY, NY, 1 1 530 TEL: 5 1G)741 -0053 I5LAND J�2�1- r FAX:\\ /5 16 74 1 -0053 f 7 i TO BE REMOVED. SEE . �ON / REMOVE EXISTING FRENCH _ DOORS AND INSTALL NEW CONSTRUCTION PIAN FOR REF 2668 SWING DOOR _ NE� N BETTER ADER .SUPER I !N/4 7TL GOL 3 PL(-',5 � - -- -- -- --- -- ---- ---- --- - - --- - - - -- -- - -- - -- -- --- --- --- - -- -- - -- � NEW LAYOUT F= '� � " c I STEE �" F ., - ;7- n � ,-, 4`0L COLUMN POSTED - - - STf:Ff_COi LIMN F OSTED -- — BE ORE ANY DF�.IOL• IO,J \- O'S'/N P"X I b"X-24° -� - - I I )'"/N U `X. INTEs'ORARY V ILS MUST BE 1''fLf - r . ,. FOOTING ,.tTEDTOSL'PJRT1rL ;� I T� ABODE — - - R.L�/10`✓E EX:S�-INC, ( �}� : I, � ----------------- -----------------1`,_4I NEW 4668 DOORS FOR NEW I FF \ i EXISTING < 68 FR.=NCf1 j - - --------- LAUNDRY CLOSET HLAD:FF SO. , ITS £ -#� \ I I DOCK TO BE F:,FPLA.CED W"T'1 U. COL!1MPJS IN TI-115 AREA \ I NEW 2G68 5� ING DOOR I Ali -i E4 MAXIMUM OPENING OF 4" BETWEEN RAILING SPINDLES (RESIDENTIAL BUILDING CODE SECTION R3 1 2) RAILING HEIGHT MINIMUM 3G" (RESIDENTIAL BUILDING CODE SECTION R3 1 2) e F. H r— a ^J U P , N I II I Y ON job - TO BE REMOVED. SFL - - CONSTP.UCTiON PLAN FOR NEW LAYOUT e FX15TING PORTICO AND STOOP TO BF REMOVED LuON JNEW 3068 --,. I I L - - - - - - - -T -- � SYMBOLA.NDVVALL '-EGFND - - - -- L L- -- EXIST ING I G ___MAIN - j� 9 NEW 2040 MAXIMUM OPENING OF 4" BETWEEN RAILING SPINDLES T fL'a/O ! LAN A001 (RESIDENTIAL BUILDING CODE SECTION R31 2) RAILING NEIGNT ^�F w+ P�L,p,- ;�D SCALE: .K--— I - - ^ ;i MINIMUM 36" (RESIDENTIAL BUILDING CODE SECTION R3 1 2) ��l J ALE•` X}ii- 1i-O - �--� E. 15 -ING I ST ELOODEMO PLAN- SCALE: l .IBJ c===� -X1 ING TS F SCALE: I/,u__ P-0 i TIE NEW FOUNDATION WALL TO LXI5, 1-1NG WITH (3) #4 REBAR X 1 2"_ LONG SPACED <+" INTO EXISTING WALL I I I I I� 3 I I I Co i I ! — — — — — — — - -� 8" THlcr:.PouRED corJc„ fE—/ r FCUNDATIO�J 'WALL 3500 FSI r r- -ZrL ��-jam - - --- 1- - I CONCRETE 8'-4” 4. I.. 0„ NEW POURED ' ------------_.._g' �-_- - 1=O;DTM(,'h'IIN 2X4 KFY'HAYAND CONCRETE STOOP KE5A(:ECIUALLY SI'ACED AND 3" G 00=00 o 0 - OF-_ E,OT t01t✓1. 3500 FSI CONCRETE A00I °i C C C _ -Y °° ' • ' - ' MYE R FOUNDATION PLAN J SCALE: /4"= 1 -0" NEW 2 X 8 LEDGER 5EE I-EDGER DETAIL NEW 2 X 8 ROOF LVATI02 ELEVATION I ELEVATION 3 ON LAST SHEET � RAFTERS @ 5CIALE: %"= ! '--011 - SCALE: �/1i_ 1 ' 0'i I '--0 SCALE: ,� " -- - /:� Issue De5crlptlon Date SEE RAFTER CLIP DETAIL ON LAST SHEET PROJECT CO LLI N S RES I D E N C E I -- ---- - — - --------- r I PROP05ED NEW 2X6CEILINL KITCHEN REMODEL I I JOISTS @ I O.C. TOYER ADDITION LA:)NCRYCL0SffT I I ,v[fJ sT;;cl: 3450 PECONIC DAY BOULEVARD PROPOSED LAUREL, NY 1 1 MYE R FLOOD PLAN , CP�055 5ECTION i NAwI,L 1 e, SEE ANCHOR BOLT �---- -� 21 I DETAIL ON LA5T SHEET I _ ---- NEW 2 X 8 FLOOR i KI TC H E N * STA I P� D ETA I 1_5 i JOISTS @ 16 O.C. VENT-TO EXTFRIC>R --- — -FI � SEAL � SIGNATURE A I I�—� �' - 05-15-17 I NEW 2 X 8 LEDGER GRADE J��-NeW DATE: ' 111/x' ' - ��-- / i I1=11=11=1 - }� PROJECT No: 201 7- 10 III=1 11=1 11=1 I 1=1 I=- : �., C�� ��'• � � �" DRAWING BY: CD - -------- --- - —--- ------------ --- ------- —— - — - T;> x l...l. _ .,Y,.r r NEW 2" RAT SLAB I I . .III- / • { C H K BY: CID c ;, r. 8 THICK POURED CONCRETE 4 ;t r FOUNDATION WALL 3500 PSI ; y --- ��- WATERPROOF EXTERIOR OF WALL �' 3� DWG No: PLUMBING P ' G L� �� 3• .w. � E l�i ; ti1..��,..I'`ti; 8' X 16 POURED CONCRETE FOOTING WITH 2X4 ' -I"'� I Pe D � L 5c E:HT1-, ------- KEYWAY AND (4) #4 REBAR EQUALLY SPACED P AND 3 OFF BOTTOM. 3500 PSI CONCRETE A-00 1 . 00 A i �, i it �_ S�.iALE: 1 -- 1 -0 MYER CR055 SECTION SCALE: 3/8"= 1 '-0" - - - - -_ - - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - -- A ELITE DRAFTING 0 FAS T U_-F F-0N,STRUCI--UKAL MF_3,45FI3 (200 1 W,'-'CM: TABLE 3.1 /-X HOME DE51GN5 INC 11 U 3 LEl-R,A NJ D TYPE CF G3 1 -455- 1 G42 DF__SCPiF-T!ONJ OF E%TDI.NG FELF-MEN75 FASTENER SPACING FASTENERS F INW 1- 3-661 J 0 155 T 10 :SILL.01 d,G 1 D t F_ TO I BRIAN C O LL I N 5 , P . E . 1 2-6J — — — — — — — — — — — — — I"x G° 5U 5F LOOI',0 T' LL55 TO EAC 1-1 jo I r, FA(7 E NAIL 1 1 2 STAPLES. 1 3/4 59 WILLOW 5TREET S GARDEN CITY, NY, 1 1530 211 5L1DI`LO0,K K) I0!5T OP,GIFID,"�, EDLIND AND' FAC� NAiL 2-1 G(l SC-)LE PLATE TO JOIST OP. 51LOCKING, flCff NAll I el ri 101 O.C.SOLE I G)741 -0053 TOOR SOLE P!ATE TO !3TUD, END NAIL 2-1 Gd FAX:(5 16)74 I -0053 13 STUD 1_0 501-u P�1,7, NAIL 3-8c) OR?_-1 GJ DOU131 E 51 lj95, FAC;- NAIL I oc� 24" O.C. DOU51LE7 TOF PLAI-L-5, FACE N,�IJL I Od 24' C.C. SOLE PLATE TO JC)lc--)T CP; AT ',"/,ALL FAN'll-'5 3-1 I G1, O.C. DO11;5i ff -1 C. FILA"E5, V1 .1;!IN I lyl LAM, -18-1 NCHI OFF'-,,f-r Of E N D JO!,57 5, b-)Gli C - ___I — — — — — — - -- FACE NAIL IN LAFFFD ARTA [�LCCI<JNG blr_7rvT­N jOj5I_5 CR RAFTERS 0 TOP PLATE, TOE NA:I_ 2n JOISTS TO TOP FLATIt, T(_)L NAIL 5TORY- -TOP PLATES, L/�,F5 AT GORNIEF�l AND INTEP,5FCTIONF), FACE NAIL 2-1 Oci 5. 1JILT-UP HEADER, TWO PIECES W!T`i 1/2" SPACER lGd I G`O.C. ALONG AT EACH EDGE CONTINUED HF_/\DEF_ TWO PIECES I(�rj I G" O.C. ALONG AT EACH EDGE A) P LI IC A 5 LE CEILING JOISTS TO PLATT TOE 'NAIL 3-8d D CON'TiNUOU5 HEADER TO STUD, TOE NA!! 4-8d CEILING JOIST, LAPS OVER PARTITION1.5, FACE NAIL 3- 1 0,A CEILING JOIST TO PAF,ALI_LL FACE NAil:- 3-1 od RAFTER 1,_0 PLATE, TOE NAIL 2-1 GcI I" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 2 STAPLES I _3 4 I"x G` SHEATHING TO EACH DEAKING, FACE NAIL 2 5TA�'LES 13/4 5t PORCH 1"x 6"SHEATHING TO f AGH FAC�' NX!_ 2-(5c'l . DECK lc-'-)TO R�Y I ff 2 5TAPLE5 13/4 1 AFFLICA13LF 3-8d W!D',F�TIHAN 1" x b'­5HEAT HING TO EACH _�,FAIZING, fACL NAIL I 4 STAPLES 1 3114 APPLICABLE I A F FL I%C1 A b L E DUl-l-up I Od 24"O.C. NAIL[A(-.-1 LAYLP,AS FOLLOWS: 32" I Oct O.C. AT, TOP AND BOTTOM AND 2�NOI LA�(tR5 5-, AGGERT-D. NIAILE) AT ENDS AND AT EACH 2" FLANKS 2-1 Cd AT EACH ,C)Of Pf F­1F_-R,S 10 K�PGE, '�.'All�FY OF,HIF psi TI­�,5: N TC,'ff NAIL I c FACE NAIL Gd — -1 0 Fll_,�-FP,TIES 1-0 !.;�AFTEP,�S 3-plj F DETAIL IA/Al -SH'AT Hll!NG TO F­RAI`/-:NG. AND, PARTICLE 5OARD s WALL 5HffATHI',!G TO FRAMING WOOD STI,_,U(_TllJ?,AL FANEl 5, �3!JE,FLC OR, ROOF. AND It I i SHEET A5 —11 F 'n D ( A-\G--; RAM 5/1 G" 1112" GD C 0 M M ON NA!L G 1'�l N E C 5/i G` 1112" 8D COMMON' INAl T\(F 19/32" 1" bF) COMM�,)N NAIL G I p I !1811 1/ 11 OD COMMON NAIL OP. bc� DFIFOKIV11fl) NIIAI!- G 12 5�"ACING Of fASTNEP-9 T A E3 L If R 3 I'D 1 . 2 1 L 1 K/i AT i C A�'l D G If 0/S R.A Fill I(Cl D F 51 G N CRITERIA DESCRIPTION OF BUILDING MATERIALS DESCRIPTION Of f A5TNEF, EDG[S INTERMEDIATE SUPPORTS I i GROUND SEISMIC'15 V I C 5UBJECT TO DWvIAGE FROM M WINDI DESIGN WINTER ICE BARRIER AIR MEAN OTHER WALL SHEATHINGSNOW DE51GN DES�GN UNDERLAYMIENT FL OOD FREEZING ANNUAL SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE _C_c)_,T HIN I EMFI LOAD Irl \,VlF_,,NTH LF!,N G T_ - REQUIRED INDEX TEM, 112" REGULAR CELLULOSIC (M, H) Ef ff ECT5 RLGIO',l RIE) -17ONE CATEGOR1 . r TERM I I I- I I/2` GAl_VAN0ffD ROOFING NAIL Gd G FOKEDOARD SHEATHING COMMON NAIL 5-TAFLE I G 10. 1 1/21' LONG m 0 1)1 RAT E I NO i 20 1 '3 0 yfl- I MIL, 13 TO HFAVY I I of Y175 NO 452 52.7T 112"STRUCTURAL CFLLOLOSIC 1 /2" GALVANIZIffl-) ROOFING NAIL 8J FIBFIE50AP.D S'IFATHING COMMON N/\!t_STAFLt 1 1 112" LONG 5EC_I_10f! lj,�403 25/32" 5TKUCT,JRAL CFLLljt_OC-IC_ 1 3,'4"GALVANIZED ROOFIN-C, NAIL(5J fOOTIt,IGS FIDF�IfE_30AFT) 51-11fATHIM" COP, NAIL STAPLE I(; ,p. 1 3/4" LONG 3 G ,R'403.1 ALL EXTEFIOP, WALLS 5HIALL BE 1 1/2" GALVANIZ,fl-) ROOFING NAIL; lUFlF0�,Tr_.D, C'! C'ONT;ItUOI_l5 SOLID OR FULLY 112" GYF5UM _51-11-LATt-IING GROUTED 'D lvASONRY OR C011CRI-TE FOOTINGS, WOOD Gd CONI' ,"ICN I\:AIL: 5TPPLl_ GAIVANIZ,-7D, 4 8 F,,-): FIA'Tf,D,jS. OF?� OTHER AFI'ROVED )TRUCTURAL 1 1/2" LONG, I VA.I SIF"F 155UC DC5cription Date C _WS, TYPE w OF,5 5Y5TEM5 \,VHICt I SHALL Dff OF 5L.IffICIENT DESIGN TO 112"(--,YFSLJM 51HEATI-IING 1 314" GALVANIZED R00FINC, NAIL; All- LOAD5. TO SECT ION 6�1 COMMONINAIL; STAPLE GALVANIZED. 4 NOT E: NOTE: NO-E: AND -10 T'RANI�51•,Jjff I_HF F11-SULTING LOADS TO TABLE R401 .4. 1 . TABLE R403. 1 THE E!ICT�KICAL 5Y5TEV �-,HALL BE lt�lff PLUMBING NG SYSTEM 5Hi\LL E�I� THE ME(,HANI(-,'Z\L 5Y ST'%i �3HALL 13L _50ii-EI., '6/ITIllN TI-iff Ll!�'Al_ATIONS Ae DETERIvIINATE5 PRESUMPTIVE LOAD-BEARING VALUES Off MINIMUM WIDTH OF CONCRETE OR,MASONRY FOOTINGS PROJECT �f7 Tll'F' C-11A RACT ffF, Of SOIL. FOOTING SHALL FOUNDATION MATERIALS- (INCHES) (INCHE5)'3 INSTALLED IN ACCORDANCE WITH, CHAPTERS iNSTALLfD IN ACCORDANCE WIT--ill N5f_ALLFD NA�(_ _lb,_lN L)If 33/42 Of THE_ i�[S!DENTIAL CODE ON A_P_ffl_� RAFTERS I:R 5 2,/2-4 0 F TRE L F�[!�)I Fff N A) _UFPOI�ZTED CII U I`ff­)'!5 Ui BED NATURAL 501'�5 OR NY Ci OF_11-1 1-1AL FILL. LOAD-BEARING LOAD-BEARING VALUE Of 501L(PSP) STATE. Cn r: ON NY.-)TATS CODE ON N''1)7ATE_ I- i PRE55L)Fff(POUNDS FE;� 1,500 2,000 1 3,000 1 !94,000 WOOD 5-1 PU(-,T-_l!�AL PANELS. UND'-R.I_Nlvl[]NlT TO FLAMING CLASS Of MATERIAL SQUARE FOOT) CONVENTIONAL LIGHT-FRAME CONSTRUCTION COLLIN5 RESIDENCE p, ,'­OL�. 1 . 1 MIN)lIvILIM S!7E. N11IN11"IUM 5!zffl-1 FOP 12 12 12 12 NOTE: C�7)kiCRF-TE AN�,-_ NIA150t,JR),' FOOTINGS 51-1ALL BE AS CRY5TALLINff BEDROCK 12,000 I-STORY PROPOSE 5 2-STORY 12 3/4" AND LEScD DffFOR.I`vlET) NI;AIL O,.P, 5(� COMMON NAIL 12 Pr�OVIDL 2"X G"COLLAK T11-532" O.C. Ccll AEI_ EDIMFNJTARYAqD FOLIATED RC)Cr� 4,000 12 .. 12 ; flORTH IN TA'5LE K'403, 1 AND Fl('vUFIE R/103. 1 ROOF COVERINGS TO BE INSTALLED SET TOP C'TlfS ;N LJPPEF, 1/3 OF T�ILDISTANCE E)FT�4Vff:ffiN (1), THE fOOTING `&IDTH, W, 5HALL DE BASED ON 5AI IDY GRAVE A�ID/OK GRAVEL(GW AND GP) 3,000 3-STORY 23 17 12 1 12 KITCHEN REMODEL B.O. RIDGE AND T.C. CEILING,101ST5. SANDY,51LTY 5AND,CLAYEY SAND.517Y 4-INCH BRICK VENEER OVER LIGHT FRAME OR 8-INCH HOLLOW 6,� DF-F-ORIVIED NAIL OF,8d COM!\,,ln_H NAIL 12 AS FFR SECTION 8905 20 10 RCINYS Tt LOAD [-)FA,FING VA[_IJF OF TI-ff IN GRAVEL,AND CLAYEY GRAVEL 2,000 CONCRETE MASONRY I I 1 114 1 Od DEFORMED NIAIL 0,1-,8,� COMMON NAIT 12 /VlC0P,r)r",NCf TABLE F401 .4. 1 . S57READ (5W,5P,5M,5C,GM,AND GC) -5TCKY 12 12 12 12 1 FOYER ADDITION 1`007111`5 SHALL Elf- AT LEAST G INCHES (i _52 MM CLAY,SANDY CLAY,51LTY CLAY,CLAYEY 51LT, 2-5TOPY 21 IG 12 12 5ILT AND 5AHDY 51LI 1,500b NOTE: - f()CTINGS FPOJEC1101115, P, SHALL. BE AT (CL, M1,MH AND CH 3-STORY 32 24 1 IG 12 3450 PECO NIC BAY BOULEVARD EXCEED b-IIJCH SOLID OF,FULLY GROUTED MASONRY LEA51_ _2 "NICHE", ( 51 MY"', AND SHALL NOT UPI-171 STRAP CCIlNtCTION FFQUIK�_�MENTS' ALL LLJMD�THAT COMES IN CONTRACTOR T'-) VffPfff\/THAT W0(._)P 51 iEATI­::N(­, TtIF Of THE i'OOTIN�':,. THE 51Zff OF CONTACT WTH MASONRY(CONCRETE) TO 13E A IVIIIN. OF G" f-FROM GFA,),' (AS P�__NY',_3 1-5TOPY )G 12 12 12 TO 13E A.C.Q. LUMBER _�TIN(;7 PIERS AND CCLUMN5 2-STORY 29 21 14 12 LAUREL, NY fCOI:�IGS 5UPFC, (Rl00ff-TOA,VA!_l , WALL-TO WALL, AND WALL-TO- FOUNDATION) 323) FOP,51: 1 POUND PEP,SQUARE FOOT 0.0470 KPA. ED ON TIIF- TRIblJTAF,Y 1_01�D AND 3-5TOKY 42 H/111.L "A' 1 32 21 IG a. WHEN 501L TEST ARE REQUIRED BY SECTION SOIL. LJPLIfT5TF.AF'CONNECTION REQUIFffMI`_-NT5- ( TA5!-f--- 3.4B-WFCM 200 1) R-401 .4, THE ALLOWABLE BEARING CAPACITIES Of FOR 51: 1 INCH 25.4 MM, I FOUND PEP, SQUARE THE SOIL SHALL BE PART Of THE FOOT = 0.0470 KPA. DEAD LOAD A55Ljm1`T:0N5: ROOF/CEILING ASSEMBLY 0L 1 Or5f 1)TA5ULATED UFLITT DOUBLE 110I5T UNDER All CORROSION- RE55TIVE ft-A5-IING 10 1)F. FFOVIDFD UNDFIR A',ID AT TAELE 40L�2 RECOMMENDATIONS. 0 A FEQUIReMffNT5 A55UME PARALLEL PARTITIONS THE ENDS OF IVA50N�',`(, WOOD, CK kilF I A[ AND SILLS. ALL q. WHERE MINIMUM FOOTING WIDTH 15 12 INCHES, U -)EK A� OF COI l,­FTT�- b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE USE OFA SINGLE WYTHE Of SOLID NAILING 5T[-\^PPING A K007iCEfLING DEAD MATE R!A 15 1 N CON TP�ACT WIT," PRESSURE TRtATLD L M'_ P, -CO, NAli I -IING) SHAI BEARING CAPACITY Of LESS THAN 1 ,500 P5f ARE OR FULLY GROUTED 12-INCH NOMINAL CONCRETE 3 SECOND GUST WIND -0 100 1 10 12n LOAD Of I Cpsf(2/3 TF -5, F-AS-' 1 13F APPROVED FOR 51J01 U-51. �AIIIIML'M 5PECIFIED COMPKE-551 LIKELY TO BE PRESENT AT THE SITE, THE MASONRY UNITS 15 PERMITTED. x I IF A CLIUNG Twm mmwunm (CODE i,�'703.c5 PCNYS-) 51�'EN]GTHa(r) A A55F MDLY 15 NOT 1 OCA-1,_!(-lrj(-);-CCl O'l TE POTENTIAL- ALLOWABLE BEARING CAPACITY SHALL BE PRESSURE IN ACCORDANCE WITH TABLE 8401 .4. 1 FRE,5ENT OF If Tdf Ct,>F-T`',U(-TfON! -)DEP DETERMINED BY A SOILS INVESTIGATION. NEGLIGIBIL 1A, AELE 5EVERE C)0 CEILINIf,A55FME3LY 1.5 rJOT HANDFAILS SHALL BE PROVID1-_D ON FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN FRAMING SPACING '31"AN Nl.)M5F_'_K OF (5cA COMMON NAIL5 CONNECTf-D TO THE ROOF AT _ffA5T ONE SIDE OF FACH 2 500 2,500 2,500- ACCORDANCE WITH THE DETAILS SET FORTH IN (!N(_-H�5) (IN �ACH END OF 1 114 x 20 GAGE STRAP) A55ff?"IDLY, THE CONTINUO5 RUN Of TREADS OR, PI wlATi­-, SECTION R403.2, AND FIGURES R403. 1 (2) AND SEAL t SIGNATURE TABULATED NUN.4�3FR OF SURFACE DIRAINAGE '511ALL BE DIVERTED 1-0 AS-IORM 5A5ffi,'EHT 51_/�,�E,5PIJD SLABS C11 GFIAPE, FX(_-�'T GAPAGIT FLOOR '.'00 UNDER-FLOOR SPACE DATE: 05- 15-17 2 2 2 NA SHALL - FLIGHT WITH FOUR OP,MORE PI5Ep_q SIf\A/ER CONVEYANCE OR OTt',-[R AFF,',O'\/LD POI NT Cf� 5LAE,5 2,500 2,500 c R403. 1 (3). 12 11-5 HAI L P5F 10 RCNYS R3 i 1 .5.G) R406. 1 VENTILATION. THE UNDER-FLOOR SPACE 2,5 0 0 3,00,Dd 3,000d PROJECT No: 2017-10 NOT Cl'-AT--- A t-JAZAKD. L-C)l 5 �,VALL5, EY`F='IOP WALL5, A41) CTHER BETWEEN THE BOTTOM OF THE FLOOR J015T AND THE R403. 1 .2. CONTINUOUS FOOTING IN SEISMIC DESIGN of NEIv NCREA,5ff) 5Y 1 HAIL AT COLLECTION 50 AS 10 1, I TE OLK71,�,l[ L','7051F)TO THF�bffATIIFIK. 2 2 3 EACH END Off THE 5TF-\P. SHALL •t5E GIZAD�D SO AS, TO DKAIN S-1fiKfAC' V,/A F� FOP,EACH 5FEJ INCRffA5E '0_�Cil­ :SFO -ATIff EARTH UNDER ANY BUILDING ( EXCEPT SPACE CATEGORIES Do, Di AND D2. THE BRACED WALL PANELS F.co 0 A -A- CAFT'�KT '.-t - WAY f ROM FOUND ,IONI WALLS. I HE GRAD'- P,�%/AY -1,5'; 5TIJ—) [VI" TO Tl� �1,/� , _K� A11D 2,500 DRAWING BY: CD 20 1 2 2 3 IN] 57KUCTUKAL ALL MEANS Of EGRESS, 5T AIRWAYS f��Olvl I`OUNDATIONY�ALI.SHALL FAI,I-A 11PANA,�L)'M 01- G` OCCUPIED BY A BASEMENT ) SHALL HAVE VENTILATION AT THE EXTERIOR WALLS Of BUILDINGS LOCATED IN zlzz �p FOOF)CEILING DEAD LOAD, AND RAILINGS MLjE)T CONFORM To OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR SEISMIC DESIGN CATEGORIES Do, Di AND D2 SHALL BE kp CHK BY: CID TI-ill TABULATED NJMDEP I c 2�1 2 2 3 3 FOR, FOU�\IP FEF,SQUARF INCH, G,(5e)5 IKPA. WALLS. THE MINIMUM NET AREA Of VENTILATION Of NAILS SHALL DF SUPPORTED BY CONTINUOUS FOOTINGS. ALL / D� ___ PS!. REQUIRED INTERIOR BRACED WALL PANELS it] DWG 1\1 o: 2 2 FE TO BE F)FFENI'I -\T \vl_ OPENINGS SHALL NOT BE LE55 THAN I SQUARE 28 3 Af M2 ) 14 M2 ) REDUCED DY I NIAIL. .AN-- �)HALI_ 5Eff f'A151-1- 'P'30/1! .2 1 fOl"',W`l_f4Tt`F_-'PING POTENTIAL. 0.092e FOP, EACH 150 SQUARE FEET BUILDINGS WITH PLAN DIMENSIONS GREATER THAN 50 fC)CI�INGTID-111�- f[NISI�,-[.F) GP,ADI- __I-lLMFVf3 6 -0 1H TI­IE5F_ THAT tv,1A BE SlU3_iffCT TO F-KEEZING AND THAWING OF UNDEF-fLOOR SPACE AREA, UNLE55 THE GROUND FEET ( 15 240 MM SHALL ALSO BE SUPPORTED BY 32 2 2 3 -11 NO LESS Tl-iAN (9.5-n-n) P,3lR­_Ll\ND CEME-NT APPI I-D I I 0,1 _IONI I SURFACE 15 COVERED BY A CLASS I VAPOR RETARDER !7 CONTRACTOR TO VENT I Hff EXTERIOR Of Tfl-!E V,/ALL. THE FW�GIN,'� SHALL 5F DAMI'PR 00ft-D D)U F,1 G 15TKUCI SHALL E3ff AIR-fN 'RAINIED CONCIPETE IN ACCORDANCE WITH CONTINUOUS FOOTINGS. 06373 1 FOO! ID. MATERIAL. WHEN A CLASS I VAPOR RETARDER 3 4 CONCEALED RAFTER SPACE V/IIH A 511"UVINOU5 COAPNG, 3 POUNDS O� 1 A QV ," " ,.J - A I I TL SHALL P)F AIREN'-_KAINEEl. T(DIAL AIR CONTENT ( PERCENT 13Y VOLUME OF MATERIAL IS USED, THE MINIMUM NET AREA Of 4 ABOVE. INSULATION TO THE ACKYLIC MODIFIFD CF_:'/I1-,N7_, Ilb" ("'.22rim) COAT C,)'- C��-E)ONDiNG I - - R403. 1 .3 SEISMIC REINFORCING. CONCRETE FESS (2) fC)P,�,VALLJO-WAI_A�- r V\�AL: TO-FOUNDATION CONNECTION5, T�IF_TA[3L)LATF-1) EXTERIOR MOKTA',-,COMPLYING �A�',Ttl ASTNI C e,557 (A5 Fl."ll r �CTIC)m 40G KCNYs) ONC -I - )T LF*�55 THAI'l 5 P`_r',Cff NT CF,M ORE THAN 7' PERCENT. VENTILATION OPENINGS SHALL NOT BE LESS THAN I FOOTINGS LOCATED IN SEISMIC DE51GN CATEGORIES A-002 . 00 5 ) To NOT I I I C-ION R-102.2 F-01F.' MAYII\,lUM C-_MENTAT!CN MATERIALS CONI E T. NAILS 5HAL.1- 5E FEpl.�,�TTP:D TO 13� REDUCED 5Y I NAIL AT EACII rND 11 SQUARE FOOT (0.0020 M2 1 ,500 SEE St FOR EACH Of Da, Di AND D2, AS ESTABLISHED IN TABLE R301 .2 (1), 7/ L — ACE L '7 r :F-'ll,,-T�ER,T ff.5 !FAfTEP�_,� 2 L5 5/1 2 12 1 OF Tr E STRAP FO::EACH FULL WALL A571OVE FOP, GARAGE FLOODS WITH A. STEEL TOWELED FINIS I, REDUCTION Of THE TOTAL AIR SQUARE FEET 140 M2 Of UNDER FLOOR SPACE SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM CONTE',IT ( FL RCF1`17 B'�` VOLU!,�!E OF CONCPITE ) TO NOT BE LE55 THAN 3 PERCENT 15 AREA.ONff SUCH VENTILATING OPENING SHALL BE REINFORCEMENT SHALL BE LOCATED A MINIMUM Of 3 IF Tff '5RE-IFIED COMPRESSIVE STFENGTH OF THE CONCRETE 15 INCREASED WITHIN 3 FEET ( 914 MM ) Of EACH CORNER OF THE INCHES ( 7G MM ) CLEAR FROM THE BOTTOM Of THE TO NOT LESS Ttlt�"l ­17000 1`51 BUILDING. FOOTING. - ��Yom- _ •r� _ . :�-���,��;,��.,a�� �,� _ � m,� �»� ,�. �: �»�_•:�:� •���>�•��-.�¢ �{�� _ �•.-,����.r - _ ROOFSHINGLE5: ELITE DRAF=TING ATTACI-1, SELF-SEALING ASPHALT ROOF 5HINGLES TO ROOF SHEATHING O WIT (4) GALVANIZED STEEL. 12 GA., RE A13O CONFORMING TO ASTM HOME DINC F 1667. (FOR EAVES 20' OR MORE ABOVEE GRADE: (6) FASTENERS). I DOUBLE TOP Simpson Strom-TIe ROOF SHINGLE UNDERLAYMENT: G3 1 -455- 1 6 4 2 ROOF FRAMING -12-A EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER PLAT E �g _ _�•-_ MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG )/4' 2C; c P.. GA.LV 5HEATHING 1-0 A MINIMUM 24" HORIZONTAL DISTANCE FROM BRIAN COLLIN5 , . UD STT:'P V+/F.;Ff'LC) i!'.D THE IN51DE OF EXTERIOR WALL. APPLY ASTM D 22G, TYPE 1 , FC JACK,AND KING STUDS TO BE HEADER I MUC%SILL �✓1.rJ. 12" CN OR ASTM D 4869 UNDERLAYMENT, AS APPLICABLE PER 5 9 WILLOW STREET STPJ�PPED Lv'Tf1 I I , 20 GA. GAI_V I (? STUD `_i JF"F f:E BELOW: OpF SGP 5TF'AFPING. 12"MIN. ON 5TUD FULL FULL LENGTk1 ------ — —I — -- F FS`� GARDEN CITY NY, I 1530 2" BEARINGON FEAD-P WALL STUD e ,A,,, - `.4"`� _____. �.�,� ,_..__ _ FOR RO��FS > 4/12 PITH APPLY ONE LAYER IN SHINGLE EP,DER�- P TEL:(5 I G)74 1 -0053 r • 'NOTE: I ? FASHION OVERLAPPING BY 2" MINIMUM. �ti� UPLIFT CONNFCTICNFIS /� iI #ii J . UQF C�� REQUIRED AT EACH END OF ! � /, / ROOF DECK: P FAX:(5 16)74 I —0053 + - - HEADER AND AT BOTTOM O~ 112" EXTERIOR PLYWOOD. (SEE CONNECTIONS DETAILS SHEET r#E: 'a fir. I I/4"�0 GA. GALV ��i LI F ADDITION ��� �`' FOR FASTENING REQUIREMENTS) I HEADER STUD. IN x.•O� ! STRAPPIfJG 12"MIN. ON STUD 0 FLI �� MIN 12" �� ;I FF EILIN JOIST (SEE FLOOR PLAN FOR CONNECTO . I) TO CONNECTO�� AT WALL BEARING � ? x � d' �� �,�/��` I - / EX --T SIZE AND SPECIFICATION) i�t�• I REQUIRED STUDS, AND ATTOPAND ON STUD ii B iU,. ILI ROOF SHEATHING NAILING: I 0.� C T i '_A5TEN 1/2' EXTERIOR PLYWOOD TO RAFTERS USING G) 8D NAIL5 AT 12" r` I BOTTOM OF CR FELE FACE I EN,�F�S \ � I 2 x O.C. EXCEPT A5 FOLLOWS: INTERMEDIATE NAILING (NON PANEL </.Fl ER !'J G'OUBI C TO PLATE TYPICAL FP.AMING AND UFUffT CONNECTIONS FOR OPENINC5 FER.!METER) SHALL BE NAILED AT G" O.C. WITHIN 48" OF RIDGES, EAVES, FLOOR TO FLOOR CONNECTIONS Off r AND GABLE END WALLS. AT GABLE END 'WALL FRAMING SPACE NAILING AT Orte' _ 0 RiDGL' ST RA MUDSII_L .ST AP�- 4" O.G. MAXIMUM `'iViPSON STRUNG - TIE "✓ MP50'''J .�I RONG - TIE t12-A SIMPSON -I RONG - TIE `.-' .,;MF1P K)N �T, C,,G - TIF L5TA30 (20 GAUGE) e 1 Gii O.C. INSTALL ,@ I G" c.c. C520 - INSTALL �, I G" o.c. LiF)40 - INST.^LL AS Sh10WN 3/4" APA- GUTTER RATED UST' 2" (GJ) NAILS @ G' SHEATHING - O.c. v:,'ALL JOIST USED VENTED SOFFIT i�S BC_CC!� rJG' �, �✓� I .,-- 6' ' • 'I 6. @ , 1' �'-r� J> ��"�' , aft { y PSP ,� F 3. "AFAPA'G%SH_ATHI"I PLY / ,: TFC? '.irP `�� t ! }iJ lh� ` C I AI-OSI 1 OP MC 6`_FOR LX IOP., � �l• RF\ r o Cl 1 / / • � � � LxPO�u.I_. INST�L_r.rn. o' � :� ] I o � WAI L CONSTRUCTION TO `_-_ - ' � • N„TH OF Joisr FP.orA u�-fFP1OP F i • o� FAC'L OF WALL",i FAC`CF Alli �1 [ ( �+t� �1 ''`' ° MATCH 15t FLOOR F'ARALI EI_T;Ji,;5T. F,`WOOD �'3 EI ,� � 1 F'TltIFCRCEME"IT TO B'LAR FULIYOrI VARIES DUE PLAT E. r1wLPLYWOOD ToTOP€ VARIES DUE -'UE COT FOV JCIST F I_ArIC=5 v✓/2- /2" T C SIZE OF \ - TO SIZE AND A.C.Q. JOIST. `.I.c t c.: ;"r:)PtAIL5,? OPJ C•`-i1TEP. IF WOOD I [y F:Pd '(AIL`cR TO �1YOVER RAFTED'CONNECT ION VCOD 1-5ffAM CANTL_=A/ER D=TAIL Q'ANGEK ACE MOU\JT BEAM FLOOR FACE MOUNT JOTS?-TO GIRDCR 5TKAi' i U.! iS.'AES:F P' F Cf1 ^.F"I EF, ( v t1 JOISTSA:E HANGE< K t_ I-41,?.JG`. 12 CIDIDG!;^ER5FRAF G _ USED _ _ �y�_ FINISHED FLOORING (STYLE AND �f I c� 1 I r r� I Slh✓PSON STRONG - TIS -'v coc ' _> c COLOR CHOSEN BY OWNER) 5,MP50N STRONG - TIE SIM, SON .STRONG - `IE SIMf SON I LONG - TI I F.' o. :. 07117 �:C�N SI Flo Ni(; - 71C SIMI SON STRONG - TIE A35 FRAMING ANCI.IOR LLJ52G, LU528, LU52G-2, LU528-Z_ !-12.5AZ L5`)U2.8 IQ 10' o c. I-12.5AZ g+ i G" c.c. LU3,28-C, LU52 10, LU52_ 10-2 C0 NEP UD CONNFC;-E:? TO :: -- -- -- 4” PLYWOOD SUBFLOOR GLUES "i'I'AIK5FEF:51'E;`R_N ' HOLI%DC`W/N �- - AND SCREWED TO FLOOR ,, - HULCJDCN1f5 P,R,E I c;J ::�� JOISTS. BLOCK ALL REQUIRED AT THE END OF COMP,./ON fJP,ll-� I UNSUPPORTED EDGES EACH SEGMENTED • 1 ,,� -�,� 51EARWALL SEGMENT OR f> �" COPNEP STUD CONNYCTED TO AT EACH END Of-A BOTTOM PLATE ENDW'ALL l ���Io `I TRAI15FEP5Hf.Ar' PERFORATED SHEARWALL. CCRNE�:_,I JD Ji ,O DC)O'W'! s I Cd cCM1MCH UI J ( 1 I SP,TSFL:S - :: L�.I:: .1-• ` 1�,✓HEI'J FULL HEIGHT C.CNNECTE D TO ;� � �` � r-AICs �. G"�r:. RIM JOIST FLOOR JOIST(SEE FLOOR PIAN FOR SIDE COVET. i CURE HOLDDOW%'�: FE HE_A\ / �; i SEGMENTS EXACT SIZE AND SPECIFICATION) 1 TRAM`" R S / SHEARWALL �- MEET AT.A CORNER, A l:• NAILS C� 6" `_TINGLE HOLDDOWN SHALL �1iJile / BE PE!PMITTFD TO BE DOUBLE TOP PLATE call ,1 it _ I tiJWDG:.'1 r:f i'; s. • �__: �' USED LG F.L51ST THE !�'" ` �•• 'i'-¢ ' ;: ,!� OVERTURNING FORCES IN CROWN MOLDING - I� �- '� • ( ` I ' ;;, !;€ � �� BOTH D!R.E(,TIONS WHEN Simpson Strong-Tie 1 ; r Tit,`$:''4. O THE CORNER FRARAiNG IN f LS.' Beare_ F'I tc E= 1 4 HRC22 anc! "Jut 1, THE ADJOINING WALLS 1S FASTENED TOGET(1 R"i O OST TO CONC. FOOTING 5HEP,R WALL HOLD JC'AIN - •4 STUD' SI iC.Ar:'vVP.LI_ HO!.D DC AI;`J - - ';1'"'5 L TRANSFER TIIE UPLIFT 2_ x 4 @ I G" o.c. WOOD FRAMED �� - �'r-.� i':_A° ',P;'n.L!.HC!_D WALLS O . F,LE:P LOAD (AS PER.5ECTION POST TO GIRDER HiP CORJ 1'LA"PE hfP CORNER PLATE �• ' x G @ I G' O.c. WOOD FPAMED _ I)(3. .4.2.3) OF O ----r _____ —_� _____._ ____—__._—.�----•�, WALLS ?JASON STRi�i�G - 11" CCO3 PSUN STRONG - Til CB544 51MPSON STRONG - TIE 51Mn5ON STRONG - TIC I st -LOOK ='.rd FLOOF'. ?� ✓ JIT!_:"VER Q wFca.J 2001) 4" c.c. !"CDX SHEATHING - HRC22 HCP2 - 2X MEMBER 51ZE NAILING @ SHEAPHING P EDGES FOR SHEAR, ALL 11CP2 4X MEMBER 5TE HCRIZC'iJTAL SHEATHIPJG. SEAMS T O BE BLOCKED R-15 BATT INSULATION (2 x 4 FRAMING) ?, % SOLID R-10 BATT INSULATION (2 x G FRAMING) 114' 20 GA. ti. GA-V. 5TFAF ---\ WRAPPED UNDER I -5TU,D WALL STUD VVA,I_L MUD5ILL MIN. 12" ' WASHED GRAVEL 1 ON STUD SURFACE OK CRU. HED 1 ° i 1/4 20 GA. � R.CCK!� 0� I � 500 T =U1 ( ps Cr ;?p; DOUBLE GAL`J. STRP,P 9. 1 D UNDEF:� I 8" CMU AROUND I+ I f," CONC n - P ED S!f',B ON GRADE I POI RED IN '1P.11 ..(It_^1 ! F I N,IJD ILL.IvJf!. s IMFT:_ ILl_._C a � I II I � i I R a1'ALL OP P A FCUNJJ`'\TiON , r -H;TJD 5UFR4,CE '- P'�OVID!_ TERMITE I ° F', W. ' ,F. PAPER r_P,BAC, .-D � ( � a �� (�� TUFF J-DRY WAT R a _ ��00 a5i 2" �C:RST:; 151_A., PROVIDE �: SHIELD AND SILL Pr OOF NG SYSTEM f G" M, T STR'1' i Ir i r r H - SCr,ATCH COAT SLAt ON ,. P,10 R1AR SETTING Br.D TEF?,M!TE �� }�� SEAL(TYP.) ! NG 5T-,!F, _�i��r �+ SI N f r - °< LOLL)-, %'\ti'Pi ___ C)!STP,PJ:,L10 I _- - S'TOPJE !; I_[) A. D I a IN.oUTAI ION CONT NUOIJ. �-! j -- -- _ CO 51DINIG (COLOR AND STYLE a � A r CHOSEN dY OWNER) f SILL SEAL ®� Q AS PER'-CCC G" PEPFO ATE-, 0 �- -- -p- { (SEL LAB-_L,) ear JC`10: .L Nf:_t �� MORTAR JC-INT YF.) LL OF N.Y.S. �0 B" Y --� ` tt _ LI (I •) DRAIN, TILE m 2PI_ G M L. 2 null M4 NiMUN14 Y �r �� ---2X `) .D WAIL 4' _ �APOR WITH J. _ o INSULATION (':1/HERC OCCU25 T I G --k �a�,� ARrif R -�- D!,>TANCE -) : e. ) a a' CON INUOUSLY ,.0 2 MIN. Q'tp.. r''_'10P `'� ' WRAPPED FILTER 0 -� a A�� FABRIC �0 TABLE STI ONE IN5TA,LLATION OVER STUD FPj,.Ie11NG COLUMN ST 'APPi JG DFTi.!i_ f;YJGHT Ffv�P11Nc:; D.`_ - BASE MOLDING FR?AIT` SHIELD TEF,fviITE S!JIELD FOUNDATION 1VA.TERPKOOF!NG DETAIL BOTTOM PLATE I ----- i EXISTING RAFTER TO AL.)01ST HA"dCEPS ;DECK e.oa.nvs ,SrtI1Fn_o______ ^CCEPT 2 X 4's LAYED FLAT Issue Descrl tion Date -• LOOK JOIST (SEE FLOOR PLAN FO EXACT SIZE AND SPECIFICATION) ?"MIN. /'T H?::.,CR,F4y5 — ° I —�_— --- I—'---- @i .!8'' O.C. p /-- �j- --� JOISTS -- a---- J BAIID JOTS- - ` Ctl (`) G GAL,ArJIZeU----- ° OVER METAL TERMITE SHIELD NEW 2_ r, (; ,ASCIA BOARD (2) 2 x 6 A.C.Q. SILL PLATE / —FL!i OF PLATE �, THROUGI,BCLT5 WITH ° 1 f V R_ © _ G wA,Hr_Rs - __- _---_ - --- s _ AND SILL SEAL PROJECT — — !r !PCCr� (5)3"5TAIIJLE55-5TFtL ' o scRF.v�A eAr,H JOIST SEE PI-/�JJ FCc FI COR JOISTS -- " ANCHOR BOLT w/MIN. 7" �► a FLITCH PLATE TO BL I G I G" DECK JOIST HANGER ------ - _ --- - -� I EMBEDMENT BOLTED TOGETHER US!NG COLLINS RESIDENCE 1/2" dOLT5lb'iTH 2) L1El,DEF, PROPOSED OSE-, (�-/ � LXIJiING RA.FTtRS TO WASHERS PE'SIDE s I i"'T^,",OCD i0 BE NOTCfEU RAILING TO DECK JOIST DETAIL WOOD FRAMED INTO STEEL BEAM x " k `" ''J F`:I ''-`TC L' " KITCHEN REMODEL STAGGERED A,T I G" O.c.. � �'`•---'= � L?E CUT i:��^',C�. TO P,CCEF'T 2 x GRADE v F -,_ PLYWOOD G'' x r. .PF 4 F_iTC:-� BEAU/FLL��H 1E;1DER DE TPJL � � �_�-� 3 I!2_' ��_r1'v�i �, 1----- � �_ •'I�,_ a O 2nd f- _-_ `aJ " p-17)'LOLLY --(---A _ FOYER ADDITION 2 CONCF 4FI ----- 1 ( J ° !;'PAr'<�IOt' a C ;^ 1B )Li I NEW 2 x 6 FASCIA BOARD I-1 I-I I-I IAYED I- III- �_-III OU LEVA�D =I Ilj_ IT _ 3450 PECONIC BAY B TOP t'U,:E5 ''I Tor PATts C,C P'CR^'.'= "`� '• F AT @' 48" O.C. I SPRINGERS --��° . a LAU SEL, NY ! I � I� L=XTERIC)R,OF 1j pl\FFOOrIPJG °ii-T CN _ VEfJTED SOFFIT BEARING 11 STUD ' I E ` I I 1 r ; .STUD /�! STAIRWAY 5T R1NGEk.D TAIL _ ,`ILDLTAi:_ !? LOLLY r Cll; ,1• --� - BORED HOLT r✓IAk.DIA. I ( 1 50KED HOI-I'_VAX.DIA. 40 or STUD DEPTH GOC' OF STUD DEPTH f I NOTCH FLYING G.�.BLE DE-TAIL a4 I GRFATER THAN I G GAGE (0.054") _ 't 1+ "MI'J.TOEDGc I ? -' ` r d NAILING 5TRAPPI NG MINI.To EDGE ` "Nuu.rC EDGE ; s�N. TC 1 DGL AND i.5"WIDE 1 3 i i 50 o OF Tl'.F FOUNDATION WALL(SEE ! ' METAL TIE ! I PLATE VVI I I r FOUNDATION PLAN FOR EXACT DETAI L5 f i ACROSS AND TO EACH SIDE OF THE SIZING) NOTCH MUST NOT EXCFCD I i NOTCH MU5T NOT 3 9 TCP 25�'OF STUD DEPTH 'IF HOLE 15 BET'."✓EPN 40 o ArID XCELD 407 OF 5TL:D I BORED MCI 5HA.LL I TOT ES I PIPLNQTCH W1TH I'LAT�.� BORED HOLES SHALI.NOT 1 GO%OF ST UD DE,TH.THt.ri UEP T,H BE LOCATED III THE SAME I 4-I GD NAIL5 V�� `:rUD MUST BE DOUE'-LED C,ND CFOSS SYCTIOII OF CUT c Q4 BY LocareD IN THE SAMETO/O OR EACH SIDE CONC. SLAB (SEE FOUNDATION CKO55 5ECTION OF CUT Or',. IJ r,40PE THAN UD5 NOTCt1!N STUD SucC sslvr sTv' S A FIGURE RG02.G.I TOP PLATE 0'1-;00 PLAN FOR EXACT SIZING) SEA NOTCH 1-1 STUD pOUrsLFD ArfD_`.O BORFG FRAMING TO ACCOMMODATE i r O'JERLA ','' L111; ON BOTH SID;5 a _: DATE: 05-15-17 FIGUrni'__RG02.G(i) NOTCH!'NG AN7_E_JR_E:D_`i_O_I_E'. IiMITATIOPJS F_OQ FIGLIKE RG02.6(2) NOTCHING AND BORED HOLE Pi PING q T F R ! I I ,x4 POST � UTIL;`l'M; TIC a •`�%' "� ,�' EXTER.IOR.'A/ACLS AND BcA'RJNG '"^%ACLS - LIMI�ATIONa FOR.INTERIOR?NONB�P I�.G WALLS \ '' CONC. FOOTING (SEE -- -- 1 1�! SCP..ALL A'CJUND 07600 ",,. srAR.RAr MourlT FOUNDATION PIAN FOR EXACT `L, PROJECT No: 2017-10 !J',' HII'•iG 7- AT BC:T'U"e,1 :A STUD NOTCr!NG AND BORING DElAllS tlYV BRACrETs i 3 ,` P✓,l.h:. RAI:._ _ -- ----- - - - - 1 OVERLAP 4" MIN ON DRAWING BY: CD SIZING) Q � .��._ - ! - "/;..)L AND C`JEr'I_AI .� _ I P BOTH SIDES a � � ��, ,���� 4 '.i, �: •s. n2 a '•1-'i ei. ", r K>C2.G GR!LLIfJG AIIO PIOTCHI^:,--ST �" —TOP PAIL , I 4 1i F;C- _.I DR LW C;A.ND HL GOF-TOP +T-. UCS. � � I j � UTILITY �A,Sr1C III—III—III—III—III �! a �.��°) CH BY: _ _ —PAI w:re-s I I t J ri � K CD r a TRIANGULAR SPACE Ur1DEPSHOE i s r ( 1 SEAL AIL-AROUND I—III—III—III-1 I I—I 11— bb'HEII PIPING OF LUCTVJORI•,15 P,ACI`.D IPJ OR r'API!_Y IPl A 1-J EXT`-:TOR WALL OF DPIU_!NG AIJD NOFC7i!i'S Or 5TUJ5 51-1ALL BE Ii.ACC,OPDANCE WITH THE FOLD VMIG -- ! T34` j� '�.� 1O',D-BEAR"IG t-:J _, IiFCESS'Ta OR AR,i 12idG.DP.!LLII!G OR tfO:CH!rJG CF RAIL M.,ST NOT ALLOW PASSAGE I SOS' ; T O � � 1 � � � � �� CUT FLASHING AT a III-1 I I-1 I I-1 I I-1 I 1=1 I � a t - - - - - - � + . �" DWG No: P r' r r. 1-.t F'r=R' !!T OF ITS'; In A.GALVA'JI'FD t' F_T. 1-T!t:OP tI UTC11r.;G.APaY STJD IN :I EXTERIOR V✓ALL OR C7FARIIIG PARTITI'Orl MAY B'_CUT OR IJCTCHFD TU A DEPTH OF G"SPHEPE — If ? .' r., `> /1 .� /+ dQTTQIvI — t ' . �..� - -- — — — I—III—III—III—I 111 I I— THE n ,LA,r Y. r„-i.._ HA 50 C I I, �J \� ` r./ =,H ^,+..,. 9! ' !:+ t:0,T=x ff ING 25 Pf?CtNT OF IT5 V/ID1 H.STUD:,IN!JONBEARRIG PAR1lTIOfJS"v:AY FTE NOTCHED TO A CLPTH v P n " NOT i_E5, .,.Ar,i O 05-J It;rr+THICK(I.3. ,I.�( G GA)AHD /_ NCHr._ _ .:✓', C D — — 7 _ y ,.. °` G ASL AND OVERLAP I -_III_III—III—III—III—III—� I I_I I I—III 8,,._u7TrP In:aL n:u_T uor .1_I�1• �!r VJIU,`.SHAi_L yE FASTI NED ACROi;i AND TC'TI IC PLATc;:f t,1C,r1 o:L%'_OP THE Orr°I iltiG •.'�7.TO E`�CEEC LO Pt WENT OF A SIiJGLY STUD AID'FH. PA..SAC,Y OF�".Gf'FirPL �L C. _ .! - ,- - 'r s%'' `i E'--SHELF — 1—' Vc'ITI1 IIOT LE55 THAII;OU". 165 r'A,IL5 AT EPC[-.SIDC CR.ElOUIVALLIJT.scF FIc.uRE - BOT,OM RAIL BALU5TLR IN. LL MUS.. -- �,� 1L_ic:�H:'I �'•.;� y - ,,.� ( _T l _L ANGLE -I I 8-1/4" max. 9" I I I—III—III III— Df?ILIAIG.AiW S'UD MAY BE BCFED OR D?ILLED.PROViUYD THAT THE DIAM.ETEP.Of THE- -5 LT Hotf"IS - c '� / —III=III-1 NOT AL!_ .W PAS.�AG e tP�11JORE THAN GO PERCEriT OF THF STUD WIDTH.THE EDGE OF THE HOLY!s IJO MOPE THAr1 5/8!rICH(!G MM) m1t1 EXCFPT!OH:VdHYri THE EL'TIR'.E SIDY CF THF VJALI VJ!,'H THE NOTCH OR CUT 15 CO'VFr:FD TO TH_EDGE OF THE STUD,A!IU THE HOLE 15 110-LOCATED III THE SAME SECTION A5 A CUT OP NOTCH,STUDS OF 4' B• n I;C 11R,�,_1'.AriCL SH.rVrl?L,... LOC 1,FL i,I fXTF.P'OF,V✓ALi_5 OP BEARIIIG PAF,TITIOt,15-,PILLED OVER•x0 PLRCFP'T A.NU UP TO GO PFRCEIIT SHALL STA'P,VJAY RISER A'ID T:'.EAD DETAIL A-003 .ti'O DST P, r v: 0o LSO BE^OUBLYD 1\'ITH IJO MOPE TFIA'J TV✓'J SUCC_551','t DGUPL`_`-,STUD BORtG.SEF FIGLJF°.,`S .r.02.f(I) TYPICAL WALL 5ECTION i08602 G(2) FOR BORf-D HCLF5 FOP.YLECTPICAL V:IPII IG.SEF_Wg_F F3702. . _ -N DECK'I',a.11_iGJG DETF,IL � �.^ CO;?Np F;.i AS11irJC O',iFF!!''.P y� EXCLi'TICN U,_�E OF APF'POVFD 5_-UD 51+0E5 IS FE?MIT-rFD kAtILH THEY APIF ItI`TAI_L.`_D;it ACCOPD:.:ICE V!IT11 THF'I,AANU-AC-TUPE'r'.'S r.FCOIvIm!7IJD411'Ori5 -�! '__._.,..._._ ..�.. .- -. -€ ana7,,'v=�--_"v�'- t:=:n•;;uEs�r _ a-•�^� �.:,sz _ _ - +e .,n=r^,:.,s's�=.w�?a:� a1-=�tmrg^sI tt°rs�aa3s��s�r�• _ .assemeEap�n. �e� car rater!