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HomeMy WebLinkAbout38926-zTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37556 Date: THIS CERTIFIES that the building ALTERATION Location of Property: 1200 Praity Ln, Cutchogue SCTM #: 473889 Subdivision: See/Block/Lot: 109.-5-26 Filed Map No. 5/13/2015 5/13/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2014 pursuant to which Building Permit No. 38926 dated 6/3/2014 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: RESIDENTIAL INTERIOR ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Henchy, Dennis & Henchy, Annmaria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38926 04-29-2015 PLUMBERS CERTIFICATION DATED 05-12-2015 19 Perfection Plumbing l Signa ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 38926 Permission is hereby granted to: Henchy, Dennis & Henchy, Annmaria 22 Pembroke Dr Massapequa, NY 11758 Date: 6/3/2014 To: Interior alterations to an existing single family dwelling as applied for. At premises located at: 1200 Praity Ln, Cutchogue SCTM # 473889 Sec/Block/Lot # 109.-5-26 Pursuant to application dated To expire on 12/3/2015. Fees: 5/21/2014 and approved by the Building Inspector. SINGLE. FAMILY DWELLING _ ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Total: Building ,Inspector $1,254.40 $50.00 $1,304.40 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY F This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non -conforming uses, or buildings and "pre-existing" land uses: 1.. Accurate survey of property showing all property Lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. D 3Z l�l New Construction: Old or Pre-existing Building: (check one) Location of Property: 2 d(/ C -,- O House No. '^ Street H let Owner or Owners of Property:��'r�° I �� Iry ✓� �'�� �Q� � Suffolk County Tax Map No 1000, Section _ _ 109 Block 057 Lot 117-6 Subdivision Permit No. "l p Date of Permit. Health Dept. Approval: Planning Board Approval: Request fon' Temporary Certificate Fee Submitted: $ Cj� C1D Filed Map. Applicant: _ Underwriters Approval: Final -Certificate: Lot: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OE SOVTyo� � o Telephone (631) 765-1802 Fax (631) 765-9502 roper. richert(a-town.southold.ny.us BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Henchy Address: 1200 Praity Lane City: Cutchogue St: New York Zip: 11935 Building Permit #: 38926 Section: 109 Block: 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc. License No: 4141-E Residential Commerical New Addition X Indoor Outdoor Renovation Survey Duplec Recpt SITE DETAILS Office Use Only X Basement 1st Floor X 2nd Floor Attic INVENTORY Service Only X Pool X Hot Tub Garage Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 Twist Lock El Exit Fixtures Ld TVSS Other Equipment: 2- paddle Fans, 1- Exhaust Fan Notes: Inspector Signature: Date: April 29, 2015 Electrical 81 Compliance Form.xls TOWN OF SOITI'IIOI-D OI."I:ICI: Oi- BUILDING INSPECTOR I'.O. BOX 728 ,rowN IdALL SOUTHOLD, N.Y. 11971 C E R T I F I L 11 T I O N Building P rmit No . /� Own er ;;—� —z (please print) %vel bo in 1'� 3.um]>er ��/�� J (please print I certify that the solder used in contains less than 2/10 of 1% lead. Sworn to before me this JlLday of 19 6 V 61r Notary Public, -- ---- County Date 95�Q L/ 1 TEL. 765-1802 r. DL), MAY 13 2015 M'!.'], OF S 0 b T P 0 � D the water supply system (plumber's signature) MICHELLE DISTASIO Notary Public, State of New York -4994753 Qualified In Suffolk County Commission Expires May 22 2f ew J f N-17 pf SOUryolo cOUNi`1,� TOWN'OP SOUTHOLD BUILDING. DEPT. 765-1802 IN-SPECTION''.'. [ ] FOU ATION - tST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION { ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: le� wZ o—WAl"R morlol DATE j�`� /,L , LNSPECTOR. qso kl/u cou TOWN OF SOUTHOLD, BUILDING'DEPT. 765-1802 INSPECT110 FOUNDATION I.ST- ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING ]FINAL ]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE'- INSPECTO 3 pF SOUL tio�� yO�o TOWN OF SOUTHOLD BUILDING DEPT. " 765-1802 INSPEC [ ]FOUNDATION 7ST [ ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: A �q 79 7 DATE /`5l_/r INSPECTOR "�'` 36 o��OF SObTyo! G .py.1OUor, 1 �oy� TOWN OF SOUTHOLD BUILDING .DEPT, 765-1802 INSPEI ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE .A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION TION [ ] GH PLUMBING [ INSULATION C I FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION C I EL (FINAL) [ CAULKING DATE INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, ]FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ]ROUGH PLUMBING ] INSULATION ]FINAL ]FIRE SAFETY INSPECTION ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE INSPECTOAZI��-�� '38pL60 �!:7 ��'yCO►►urV ��� TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION' 1 ST [ ] ROUGH PLUMBING [ ]FOUNDATION 2ND [ ] INS ION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL. (ROUGH) [ ] ELECTRICAL (FINAL) r 1 CnnE VIALOTInN r 1 d_e111 KlUe. DATE. �� �� .INSPECTOR FIELD ]NSPECjN REC FOUNDATION (IST) .................... r. FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY COME i ,i r. _'iin o i njk--- I [ �� ■ . / mA TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 7.65-9502:` South oldTown.NorthFork.net Examined '6 3 , 20 Iy Approved , 20_j� Disapproved a/c Expiration 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PP Survey PERMIT NO. �� �b Check Septic Form N.Y.S.D.E.C. AEC E P Trustees Flood Permit Storm -Water Assessment Form MAY 2 N 2014 ontact: /� Mail to: /G k S�/%G%�%►? BLDG. DEPT. I OF SO Phone:., 7.3 APPLICATION FOR BUILDING PERMIT Date ,$/ Z , 20 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. £ Every buildipg 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises Ur—AIN (S (As'on the tax roll �r latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wprk will be done: House Number Steeof / County Tax Map No. 1000 Section t o Subdivision 6rTr. P '6 Block OJ, ' Lot _ Filed Map No. Lot 2 2. State existing use and occupancy of a. Existing use and occupancy, es and intended use and occupancy of proposed construction: A)rGd' FA4f/`i/ ,r b. Intended use and occupancy '07� 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost 5. Fee 2(34 -F r, —Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dlwelling units on each floor If garage, number.. of cars VON. . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. --✓ ' 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations -or"additions: Front Depth Height Number of Stories Depth Rear 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front R r Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated fn 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO ✓ Will excess fill be removed from premises? YES -10 14. Names of Owner of premises , Al Address Phone No. Name of Architect C k/ IZ Address Phone No �- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X— * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY"QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFfU{� O)(ii� duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the No. 01 BU6185050 (Contractor, Agent, Co orate Officer, etc.) Commission Expires April 14, 2_' of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the�manner set forth in the application filed therewith. Sw rn to before me th' day of 20 )4 Notary Public ,�;�of soUryo` Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 1197I-0959 Telephone (631) 765QQ-1802 roper.richert(A00n s0Uf95( nV ussoUf95( nV uS BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: _ J Company Name: t,,'ct ,0 Name: .A License No.: �— Address: A,23— . k / Phone No.: 725 7 - 2( JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Crass Street: *Phone No.: Permit No.: Tax -Map District: =AJc 14 Q t4�- __ �_ Block: S Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) .Znl-t rar S (Please Circle All That Apply) *Is job ready for inspection: *leo-you need a Temp Certificate: 6�/ NO. Rough In YES / NO Final Temp Information_ (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 , Other *New Service: Re -connect- Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION IS Q .82 -Request for Inspection Form �g� SDI 0 � Scott A. Russell �t1FF SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 11 55TORIAWA,T]E[, 1\\4A\ISA\G]E1\\41ENT Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [�B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ID/C. Site preparation on slopes which exceed 10 feet vertical rise to ED/100 f eet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal [5/E. erosion hazard area. Site preparation within the one -hundred -year f loodplain as depicted E2/on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Pr fessional, Agent,, Contractor, Other) NAME: �C JC �'7 Z r�m1 S velure) Contact Information: (Teleplwne Number) Property Address / Location of Construction Work: FORM * SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: District Peet,% Block Lot "FOR. IBU"I....DING I:31 PP."Id"I}IN'1F.,NT USE ONIA " Reviewed By: Date: �l — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) 16 toa?v J* 4s dp, tj tic 10, Tag 77 REScheck Software Version 4,5.0 CIS(, Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family project Type: Addition Climate Zone: 4 Permit Date: permit Number: Construction Site: Owner/Agent: Designer/Contractor: PK—AIC tt f Mark Schwartz, Architect / P.O. Box 933 0'0 PA A 1 r LAN F, Cutchogue, NY 11935 ' I � 631-734-4185 mksarchitect(g'optonline.net compliance: 13.9% Better Then Code Maximurn UA: 144 Your UA: 124 The A Better or Worse Than Code Index reflects how close to compliance the house Is based on coda trade -oft rules. It DOES NOT prnvlde an estimate of energy use or cost relative to a minimum -code hams. Floor 1: All -Wood Joistffruss:Over Unconditioned Space Ceiling 1: Cathedral Ceiling Ceiling 2: Flat Ceiling or Scissor Truss Wali 1: Wood Frame, 16-' o.c. 446 30,0 0.0 0.033 15 282 21.0 0.0 0,048 14 492 21.0 0.0 0.047 23 11110 21.0 0.0 0.057 61 Window 1: Wood Frame:Double Pane with Low -E 35 0.300 11 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 design to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version nd to 1 . the mandatory requirements listed In the REScheck Inspection Checklist. Name - It a rte+ 5i nB ure pate Project Title: I Data filename: U L%i lF �KJ' StationlDocuments\RESc hecklH ENCHY.rc k Report date: 06/03/14 Page 1 of I 0 0 I 0 FRONT ELEVATION SCALE: 1/4" = 1' O Il O I LEFT ELEVATION SCALE: 1/4" = 1' lz { r1 �i'.•�.4y T''{ iy PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES DETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: v� o z O � � W w w de H H z w w aH U �u 0 N N O cm O u .. v to sv o u 5�1t Ln U � °' vein N W � H uu N N u U) x DRAWN: MH / MS SCALE: 1/4"=V-011 JOB #: June 27, 2014 SHEET NUMBER: A-1 FOUNDATION PLAN SCALE: 1/4" = V PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: Z z O a �-q a O_ w O U 0 zW Q W W �O �i U U 0 N N c O p r^ v O s. a@ y N v LI) °1 ^u V In U N v W um W u U O F d U U0 x DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: June 27, 2014 SHEET NUMBER: A-2 EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1' EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = V PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE t of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: � a O 0 a � w N (il W r -a W U � H � U W 0 O X p ^ U2 X O � r CZ CU 0 00 v rn 00 W � t~ W U O M■■� H V x "100 DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB #: June 27, 2014 SHEET NUMBER: A-3 e — — — -- — — — — — — �vI NEW BATH I L 1 0 I I PROVIDE 5EPERATE PRICE TO DEMO PATH AND INSTALL NEW FIXTURES, I CAPINETS AND TILE WORK L — — — — J REPLACE EX. HDR. w/ (2) 9-1/2 ML C m �FAMILY-ROOM— - —; - . ' ' 0 I J I _ ILL REMOVE PERGO. INSTALL NEW . L <' OAK FLOORING, STAIN AND FINISH I x I p° REPLACE EXISTING ELECTRIC HEAT REPLACE EXISTING CEILING LIGHTS 1 \ d% 1 I x O x 1 11 \I 1 nREMOVE HALF �-ROUND TRIM 4 1ll�.l i _ _ _ _ w IVA — � A � ' 1U � 1I! 1 / NUNUM PANTRY �R 1 REMOVE PERGO. INSTALL NEW OAK 1 FLOORING. STAIN I AND FINISH REPLACEEXISTING ' •BUILT-IN FOLDING IRONING BOARD 1 1 ,y1 0 REPLACE EX. DOOR � 1 w/ ' �vI b L�1 IV-4 F, w II11 111 X 1 1 l-_ 1111 W --� uN LN D RY. RM``PATCH 15 1ni nn I ( 11 m ______________1° LIAvEmTO AND REPAIR ' 2X6 '' 3'X3'Xl' :� i ; II. SHEETRO ALL,w/ DOOR \ X 1 1 IQ 10 (III 1 (III W I 1 1 \ V REPLACE ING SLOP SINK w/ NEW SLOP 11 LAND COUNTER (III 0 1 X 1 1 1 1 / N " 1 1 \ O 1 / -- '------- 3�-- - - - 1 1- I 11 1 t 1111 N 1 1 1 (2) 2X10 DFN2 (VIF EXISTING) 1 (III V 1 - - - - - - aQ a O � w �1 ~ ZLL1; _ I VI O a W 16 U � H 2 2X10DFN2- 0 d CD N � rn m O X� o as rl aui cf) o � (Y CC � c,r Lin X r- - -• 1-1 It Lf) U E +v-• V) N cu v � W UP vrU^J N z� N --- `- xl' CE L—W x ' 1 r� DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: X^ Luo\ �- ; ; (2) 2X10 DFX2 (VLF EXISTING) nu (COLUMN TO S HAVE MIN. 3 3'X3'Xl'u.j 1 CONC. FTG. 1 1 1111 I 1111 0 I nn x I ASS11MED EX, 2X10 FJ1111 N I I 1111 y 1111 I I I I I 1 I I lin lin uxl � 1111 / 1 I I e --IMM--• 1111 COLUMN TO HAVE MIN. / 3'X3'Xl' 2X10 DFN2 w/ 3/8 STEEL PLATE , CONC. FTCy / -(2) �� �_ 11 1 1 E---------CLJ 1 1 zcie 1111 F_ 1 1 V (III x 1 1 1 1 GARAGE 1111 1111 l ASSUMED Ex. FJ 2xlo W X N 1 1 ,y1 0 (III Inl v � 1 w/ ' F, w II11 111 X 1 1 l-_ 1111 W --� 11 15 1ni nn I ( 11 m ______________1° LIAvEmTO 1 ' ' ' '' 3'X3'Xl' :� i ; II. till pill„ CONC. FTG. "f 1 1 M 1 1 1 1 IQ 10 (III 1 (III W I 1 1 1 h( (III 0 1 X 1 1 1 1 1111 � 1 1 1 ' (2) 2X10 DF#2 w/ 3/8” STEEL PLATE 1 / -- '------- 3�-- - - - 1 1- (III 1 n x 11 1 1 1111 N 1 1 1 1 1 (III V 1 O aQ a O � w PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1' VERIFY EX. POSTS NEW ,LR FRENCH REMOVE EX. POST REPLACE EX. R.S. TEAM w/ DOOR (3) 11-7/8 ML w/ (2) 3/8" STEEL PLATE (UPSET) [ALT.: (2) 14" ML w/ (1) 1/2" STEEL (UPSET)] II REPLACE EX. R.S. BEAM w/ (3) 11-7/8 ML w/ (2) 3/4" STEEL PLATE (UPSET) V EEL I I 'lel --- 1 ----- ------------------------[ALT.:----(3) ---------------(UPSET-------------------- S---------------- - /- ------ -- - — G_ -- (EX. BE IN ATTI SUF�OR RRS)- I I 1 KITCHEN j 1 I R R R_ 1 1 R PAINT CEILIN CAULK AT CROWN NEW RAFTERS AT FLAT ROOF TILE TO REMAIN 1 INSTALL NEW GAS 1 ;POST DOWN TO BASEMENT ILI FIREPLACE INSERT I To 24"X24"X12" CONC. FTG. i REMOVE EXISTING DOOR \ INSTALL NEW AS SHOW INSTALL NEW RECESSED LIGHTS �}= w/ DIMMER SWITCH 1 BEDROOM No. 2 I - REFINISH FLOORING 1 ILL REPLACE EXISTING ELECTRIC HEAT / INSTALL RECESSED LIGHTS AND TV OUTLET , A BEDROOM No. 1 / EXISTING ELECTRIC HEAT TO REMAIN REPLACE EX. DOOR REMOVE EXISTING DOOR ' INSTALL NEW AS SHOWN 1 I I WT 3'-41 _y_ _�'\ — _v_ VERIFY EX. POSTvN REMOVE EX. CLO SETI LL LIVING ROOM STAIN AND REFINISH WOOD FLOORING REMOVE AND REPLACE FIREPLACE MANTLE EXISTING RS BEAMS TO BE FOXED OUT, PRIMED AND PAINTED. REPLACE EXISTING EL �j-------------------- ---- --- I lma�e I 1 1 I R I I --------- - - - - -- -------- -----------------------------------------------'---------- -- 1 FIREPLACE INSERT REMOVE EX. R.S. BEAM AND INSTALL NEW Posr oWN To CONC. FTG. DEN (3) 11-7/8 ML w/ (2) 3/4" STEEL PLATE (UPSET) ro 24^ z4"x1z• coNc. F7c. I , 1 SHEETROCK OVER EXPOSED BEAMS, SPACKLE, REPLACE X. HEADER [ALT.: (3) 14" ML w/ (2) 3/8" STEEL (UPSET)] / PRIME & PAINT ALL WALLS AND CEILING. INSTALL _w/ (2) 7-1/4 ML - - - - - - - 1 '7 NEW1 \ \ FRENCH DOOR >� -- 1 I I 1 BATH I1 hi, 1). EXISTING WALLS TO REMAIN UNLESS OTHERWISE INDICATED. 2). EXPOSE PORTIONS AS REQUIRED TO ADD ADDITIONAL POSTS AND BEAMS AS REQUIRED. 3). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE $LOCKING AT B'-0" O.C. AND MIDSPAN. 4). NEW HEADERS TO HAVE 3 JACK STUDS. 5). REPARIE ALL WALLS AND CEILINGS ASFFECTED BY CONSTRUCTION AND DEMOLITION. i EXISTING STONE PORCH TO REMAIN D NEW FIREPLACE MANTLE. REPLACE EXISTING ELECTRIC HEAT. INSTALL NEW TV OUTLET v \ I�a'Ipj w w�'. 1 MASTER BATH I PROVIDE GREATER OUNT OF HEAT RE -PAINT WALLS AND CEILING 1 I IN ITdHES AND OUTLE I 1 1 nnn 1 REMOVE EX. SHELVES 1 I m REMOVE EX. SHELVES REPLACE EX. GLIDING WINDOW w/AXW61 AWNING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION PEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL MANUFACTURER'S WARRANTY AND SHALL PE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O aQ a O � w �1 ~ VI O a W 16 U � H � U CD N � rn m O X� o as rl aui cf) o � u XM .Lj c,r Lin cu I° 9b ��\ 1--I � 0 1-1 It Lf) U E +v-• V) N cu v � W W vrU^J N x r� DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: June 27, 2014 SHEET NUMBER: A-4 EXTEND OVERHANG 2'-0" SISTER 2X6 TO EX. RRs I I I 1 I I I 1 I I I I I I I I I 1 I I II I i 1 I 1 I I 1 I I I I I I I 1 i I I I 1 I i I I 1 1 , I I I I I - - ---- P F -✓--/--✓,.1=-1;f7=-%=- �f �f O ID I 1 D 1- 4X7 /4 If I� I I I I I 12 I 1 (J 1 1 I I 9OC 1 O I 1 ' 1-3/4X9-1/2 ML RIDGE S ' I' II J , I I w ,y,, 1Z1 I I /I W I I I N� 2Xa 1' N I I I ^ 1, M 1 I � I W ✓ ;; 12 0� ' 2 15/16 I of %I I , x ' 1 i�- W II ce r ✓ ' 1 V'' i J2X8 RR 1 �i ✓ i 1 ----------------------------- 1 1 I I Z II ;-- II ✓ I, I I I I 1 1 I / 11 , 1 11 I I I r I` ' POST FROM MIDGE j J RID' I I / TO DASEMEI>'li � I 1 ' LLI 12 2k8 I I W x 11 II x 1 1-3/4X9-1/2 ML RIDGE I A I I I 7k1 V 1 , L"Ir O 1 NI1 1 1 Fr I ------ POST FROMRI�,GE TO BASEMENT i I ' - - - - - - - - - - - - - I I ' 1 1 ' I I ' i I ' 1 ' 12 I I I J ' , 2 15/16 12 lX8 Dp,2 V�<<fY I I o g� 11 x NI I I 1 I I I 1-3/4X9-1/2 ML RIDGE I I I 1 1 1 1 I II u 1 I 0 1 1 zo ti j b10 1 I I 1 Ir------------- / 2 DF f iJ( 0 NEW ROOF AREA: 145 SQ. FT AT 100% RUNOFF: 25 CU. FT. MIN. DRYWELL REQUIRED: (1) 2'dia.X3'dEEP (31.7 CU. FT) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I 1 ' I I zc I 1 , � I1 �x 12cr I / O� I I � II 4 � II II S it I I II it / 2X12 PLATE OVER EX. RRs 1 ' ' 1 I I I I ' I i I i I 1 1 1 I 1 1 , 1 I 1 I I I 1 I ' 1 1 1 ' i I ' I I I / I I i I I I I I I ' I 1 I 1 I 1 , ' I I i i I ' 1 , ' I 1 I I ' I 1 1 ' ' I I I I I I I ' ' i I I ' I I ' I I I 1 I ' I ' 1 1 I I , ' I I I I I i t _ / / -- ---------- - - - -- - J_ ] J � --� --� / if I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - /I I I I I I I I I I 1.wLu J 1 i W I 1 1 I I \ 00 M I I I I I � I I 3 3 I I W J V < 1 I I I I Q <^ I I 1 1 1I I I 1 I I I W In I I I I I I I I I I o A .Z t 1 I z1 I I I I I I z i I I I 1 1 1 I I 1 1 zA AA I I I i i I i t I I 1 I I I 1 1 ROOF PLAN SCALE: 1/4" = 1' 1). VERIFY EXISTING STRUCTURAL CONDITIONS IN FIELD. 1). EXISTING FLAT ROOF TO REMAIN. CLUT BACK SHEATHING AS REQUIRED. 2). VALLEY PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 3). APPLY 1/2" THICK FIR CDX SHEATHING OVER NEW ROOF FRAME. 4). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 5). REMOVE EXISTING ROOFING AS REQUIRED FOR NEW WORK. 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 7). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 8). DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOODM SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 -12 GAUGE WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO DE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. LL (0 X CV X w LL_ O_ X cV X W O i� ON O m I O 0 LO I 00 M M 1 d- M I REPLACE EX. HEADER 2X6 w/ 1/2" STEEL PLATE 1 1 13'-21/2" I 4'-5" 1 1 .T. HT 1 f 2X4 CJ - - - - - - - - - - - - - - - - 1 1 ' � 2' — 0" I 1 \ , I 1 1 1 ' I ' 1 ' -- -- --- --------- -- - - -- -- -- S � v = o X ZD N N- - BEDROOM No. 4 0 ' I 2 1 ' 0 1 J 1 Fill 0 M, illomm 1 I 1 1 1 + � C1 1 APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 00 II HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. O 6). INSULATE FLOOR WITH R30 INSULATION. N cl BATH _ 1 I 1 I I I AREAS WITH R21 POLY SPRAY FOAM. 2P-09 4'.5 - PLT. HT O N LB U2'-0"-- 49-119 '-0"-4'-1" I 4 r N wol c 1 I O I I e ' 1 I 1 I 1 I 1 1 1 1 1 1 1 , 1 , 1 , 1 , 1 , 1 , 1 , I 1 I _-r.---_ _----_- I 1 NON -STORAGE 1 I 1 1 1 ' I I BEDROOM No. 3 0 v O - - --------------------- -------------------- -- -- -/ I � 1 I I I , I I 1 4'-5" PLT. HT. . 2 @ N J 10'-2" 1 a 1 REPLACE EX. HEADER (2) 2X6 w/ 1/2" STEEL PLATE m . EX. STAIRS TO REMAIN 1). VERIFY PLATE HEIGHT IN FIELD. CEILING HEIGHT AT T-0" 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO DE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X6 DFN2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. = 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE J APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING LT. HT. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. '^ 6). INSULATE FLOOR WITH R30 INSULATION. o 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS ALONG UNFINSHED `r AREAS WITH R21 POLY SPRAY FOAM. 8). INSULATE CEILINGS WITH R21 POLY SPRAY FOAM. ALL CATHEDRAL ^a SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. 9). ALL WALLS AND CEILINGS TO DE PROVIDED WITH 1/2" SHEET ROCK. I 1 BATH TO BE MOISTURE RESISTANT. 1 I O 10). INSTALL SMOKE AND CO DETECTORS PER CODE, i i I t\ 00 2P-09 4'.5 - PLT. HT O N LB U2'-0"-- 49-119 '-0"-4'-1" I 4 r N wol c 1 I O I I e ' 1 I 1 I 1 I 1 1 1 1 1 1 1 , 1 , 1 , 1 , 1 , 1 , 1 , I 1 I _-r.---_ _----_- I 1 NON -STORAGE 1 I 1 1 1 ' I I BEDROOM No. 3 0 v O - - --------------------- -------------------- -- -- -/ I � 1 I I I , I I 1 4'-5" PLT. HT. . 2 @ N J 10'-2" 1 a 1 REPLACE EX. HEADER (2) 2X6 w/ 1/2" STEEL PLATE m . EX. STAIRS TO REMAIN 1). VERIFY PLATE HEIGHT IN FIELD. CEILING HEIGHT AT T-0" 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO DE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X6 DFN2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. = 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE J APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING o HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. '^ 6). INSULATE FLOOR WITH R30 INSULATION. ^' 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS ALONG UNFINSHED `r AREAS WITH R21 POLY SPRAY FOAM. 8). INSULATE CEILINGS WITH R21 POLY SPRAY FOAM. ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. 9). ALL WALLS AND CEILINGS TO DE PROVIDED WITH 1/2" SHEET ROCK. I 1 BATH TO BE MOISTURE RESISTANT. 1 I O 10). INSTALL SMOKE AND CO DETECTORS PER CODE, i i I 1 1 (LIVING SPACE: 774 s, FT.) PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I GENERAL CONTRACTOR SHALL DE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: T^ v 1 a Z O O IIIIIIa a �W o N 1!J 0 zW Q W La l� U C)U f� O r-+ N O X .-. v cy\ r c" x 0 s U r°ED q 00 u Lr) U v NCU 41 W H u V O u U) x DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB N: June 27, 2014 SHEET NUMBER - A -5 12" 810 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS Q 12' O.C. 4" 810 STAINLESS STEEL OR GALVANIZED _ WOOD SCREWS W/ WASHERS Q 12" O.C. 1/2" APA RATED SHEATHING — GRADE PLYWOOD (ALTERNATIVIVE: 7/16' O.S.B.) TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) 12"OC 2X4 DF82 STUDS 24'CC 4" 3 340 410 4 720 1020 1� 1250 � III �I II I im i Conxrvation Carowuctian Coale requirements in RESdx-& Version 4.5.0 and ■ comply with the mandabry requirements listed in / � i ame - 4natuR Date IISjze �/ II Iii IIS Illi � ill I �I�I I111�i cc 4" 810 STAINLESS STEEL OR GALVANIZED _ WOOD SCREWS W/ WASHERS Q 12" O.C. 1/2" APA RATED SHEATHING — GRADE PLYWOOD (ALTERNATIVIVE: 7/16' O.S.B.) TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) 12"OC 2X4 DF82 STUDS 24'CC 4" 14" 12" O.C. 1/2" APA RATED SHEATHING GRADE PLYWOOD (ALTERNATNIVE: 7/16" O.S.B.) WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 4" 3 340 410 4 720 1020 1� 1250 � III �I II I im Conxrvation Carowuctian Coale requirements in RESdx-& Version 4.5.0 and ■ comply with the mandabry requirements listed in / � i ame - 4natuR Date IISjze �/ II Iii IIS Illi ®rr� cc �il��l,f Il ly � 'yi li�li I i lir cc� U 14" 12" O.C. 1/2" APA RATED SHEATHING GRADE PLYWOOD (ALTERNATNIVE: 7/16" O.S.B.) WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 4" I MULTIPLE PLYWOOD ASSEMBLIES 2 - 2X4 DF82 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ 2'-D' O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) WIND-BORNE DEBRIS PROTE 14" 3/4" APA PLYWOOD SHEATHING 810 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS 12" O.C. ON FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SUKFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BEAT LEAST 2 FEET ABOVE SEASONAL HIGH LEVELASPOSSItL E TO UNIFORMLY t WATER TABLE OR BEDROCK AND BE AS DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED NOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DR'Y WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AIND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ,ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE, TO CORDON OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRYWELLS DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 112 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER $EST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION. ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION,, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL RM WATER GUTTERS GUTTER SIZE ROOF AREA ROOF AREA (INCH) Q 1/16" SLOPE Q 1/11" SLOPE 3 340 410 4 720 1020 5 1250 1760 G 1920 2720 Conxrvation Carowuctian Coale requirements in RESdx-& Version 4.5.0 and ■ comply with the mandabry requirements listed in / � i ame - 4natuR Date IISjze �/ II Iii IIS Illi ®rr� cc �il��l,f Il ly � 'yi li�li I i lir cc� U O� � W � H � I MULTIPLE PLYWOOD ASSEMBLIES 2 - 2X4 DF82 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ 2'-D' O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) WIND-BORNE DEBRIS PROTE 14" 3/4" APA PLYWOOD SHEATHING 810 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS 12" O.C. ON FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SUKFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BEAT LEAST 2 FEET ABOVE SEASONAL HIGH LEVELASPOSSItL E TO UNIFORMLY t WATER TABLE OR BEDROCK AND BE AS DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED NOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DR'Y WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AIND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ,ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE, TO CORDON OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRYWELLS DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 112 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER $EST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION. ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION,, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL RM WATER GUTTERS GUTTER SIZE ROOF AREA ROOF AREA (INCH) Q 1/16" SLOPE Q 1/11" SLOPE 3 340 410 4 720 1020 5 1250 1760 G 1920 2720 ANAGEM ENT DETAILS N.T.S. DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER (IN) SQ. FT. GPM 2 1082 46 2-1/2 1974 22 3 3220 134 4 6920 288 ROOF AREA: 241 SQ. FT. AT 100% WATER RUNOFF: 141 CU. FT. PROVIDE (1) V DIA. X 4' DEEP DRYWELLS DRYWELLS CAPACITY: 169 CU. FT. DRAIN PIPE DRAIN PIPE 1/8" SLOPE GPM t 4" SLOPE GPM DIAMETER n o / 3 1644 62 2320 96 4 3760 156 5300 220 5 6680 272 9440 392 6 10700 444 15100 629 JJl DRY WELLS TO BE 10' MIN AWAY FROM HOUSE DORMER CROSS SECTION scnLe iia^ = i' NOTES: 1). EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 1). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. EX. 2X8 RIDGE REScheck Software Version 4.5.0 AF Compliance Certificate Project 6rervy Code: 2010 New York Energy Consecration Lance: Suffolk County, New York ConstucienType: Single-family P4a —Typc Addition CXim.ne'Zane: A Permit Date Pernik Numiser. Construction' Site: OwnerfAgen : De.signedCottractor- 1Mark Schwartz, Architect P.0- Eau 533 Cuachasue,NT21535 931-7341115 mksarch wectooptordine.net a. Cartyllance 2.9% setter Than Coale Maximum UA: 144 Yaur UA: 140 ttM %Mor., caw sl... _. M b.&- ,alY hr" d.4 r. r waL.n.etFi Fr,r: a..N rw a.M�-df nir. Envelope Assemblies Grsos Area CarrR" Glaziatg IlaaerrrHyor It i c R YaJue or1114IDo sr & FSaorl: A11-Woaal fwst1TruaxOverSNae 4AG 21.0 0-0 013" 20 Ceiling 1: Cathedral C.A.9 282 21.0 87.0 0.049 14 Ceiling 2: Fiat Ceiling or Scissor Truss 432 13.0 0.0 0.070 34 Won 1: Waal Frame, 1G' o.c. 1.110 21.0 4.0 0.057 CI P/indaw is Wood Frame-Do&le Parte with Lays 35 0300 11 Compliance Stnaement The propreei "Jing a)esigt iescxiLeJ here in cmu istent wrih the 60iiing plans, specisicsLwns. and ether talc-Awtians sui nrtaeJ with a permit application. The proposed 6AAn8 has been designed to meet the 2010 New York &w!y Conxrvation Carowuctian Coale requirements in RESdx-& Version 4.5.0 and ■ comply with the mandabry requirements listed in the RESrahe & Inspection Ched3ist ame - 4natuR Date hojectTitle: Report date: OG124R4 Data filenarne: CWSersZrafting StatianlDocumerttslREScheckWENCHY-rck Page 1 of 1 C. 4" C.I. TRAP HOUSE TO APROVED SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL REINSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: U O� � W � H � z O G� Wa Qw W �U z � H W � O U � C7 UW W G� W F_O � U H N U F"U W Cn CD N 0�7 O C>\ 010 m '. rn rr X O }V" V 00� 0 11 x � ° U) N 67 E W P-1 W U U O DRAWN: MH/MS SCALE: 1/4"=V-0" JOB: June 27, 2014 SHEET NUMBER: A-6 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ • RAFTER WALL STUD ENDWALL • CRIPPLE STUD • BOTTOM PLATE 0 0 RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 I1 -1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER BLOCKING 024"OC WALL STUD � THROUGH -ROOF EXHAUST � a VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR CRICKET AT TOP -SIDE OF VENTILATION CHANNEL O Q CHIMNEY RAFTER AS REQUIRED E-•-1 ZO RIM BOARD Q� SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U I VENTILATION SIDEWALL FLASHING WOOD JOIST W � FOUNDATION - - TOP PLATE ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BLOCKING � Z STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING ' AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP 2x4 SOFFIT JOIST O ATTIC SHALL BE PROVIDED WITH A FASCIA � U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �,•� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS �, RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO P AND SO R TO MAINTAIN AIR SOFFITED EAVE PRTO CAPILLARYCONNECT TO ON ALL OPENINGS ACTION ' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 EACH RAFTEER 1-1/8" x 20ga. TYDOWN ANCHOR CONNECT TSOFFITED EAVE DETAIL - ,' , � � ON ALL OPENINGS �' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER Q� BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT C) a WOOD JOIST Q� O TOP PLATE IY U GIRDER/HEADER [_4 SIDE WALL FLASHING �p �D 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST C14 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE 0CD TERMITE SHIELD SILL GASKET , �— SUBFLOOR c� WOOD JOISTS m o a, CONC. SLAB GAOSKETNE 2x6 /2x8 CONTINUOUS WOOD PLATE rn o ` TYP. CONC. FOUNDATION ( 6 MIL. POLY V % DAMPPROOF EXTERIOR V GRANULAR FILL 6MIL POLY ON EXTERIOR ' + 3 BOLTED TO STEEL BEAM WITH • V STEEL COLUMN \•p 1/2 " DIA. BOLTS 0 48" o.c. STAG. .p A % • 4 • a -� ► .C, • ROOF JACK �� �`� o 00 \ p CONC. SLAB ' •p . �� I I�� . �' �� STEEL BEAM u \• ANCHOR BOLT EMBEDMENT: �. 4 4w �• • - p POURED CONCRETE: 7" `% I 4" x 1/4" x 8" STEEL `e � n x •p V / COMPACT FILL '► r BLOCK WALL: 15" V ' • • p ~ n FLOAOSHINGLATS TOP AND BOTTOM PLATE U c KEYWAY FOOTING A d WITH 1/2" x 6' ANCHOR BOLT ca • \ L�'n �- p CONC. FTG.•p Q•p G o' USE WITH 3x3 SQUARE WASHERS ^ ; O ANCHOR BOLT CONNECTION SIDES AND TOP �` N 1, • USP LBPS58 OR BP583) 1/2" GROUT ( p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 1 I I 3" STEEL COLUMN 4 DRAIN TILE i t ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION W 1>YPICFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ~ SLAB -ON -GRADE ROOF JACKS do VENTS DETAIL O tn tn SUBFLOOR Q' CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL DOOR I �- USE 2X8 STEEL BEAM FOR BLOCKOUT ';•� 4" SLAB • P.T. PLATE W/ 6X6 WMM \ I I SLOPE ` • �' 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT U ' 1/2" AIR SPACE% 1 cI • � < (WITH A NAILING PLATE IF NEEDED) AT END AND `. 7 1 �" • ' . •' • • � ' � C�Zc.Q ES OF WOOD ;•p � 'p • • � • '• ► • TO BE APROX. 1/2" OR HIGHER THAN ►Y+ _ _n _ _ = _ _ «_ _ _ BEAMS _ - I • D ►' • D , . • . STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE •p .p C •, • -q • d • q - D I I� I I-� I • O• • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ••� - - - ••� - •• �. • -� i i 4 I 12" ► ,'D ► D •n •p •p n'i o �� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p , O • D p I�- SUBFLOOR NOTCH EQUALS 1/4 DEPTH OF BEAM �� • D • • . ► • I I— I I 01ST MIN. �. ,• • - . ► r��.... �+ <I REINFORCING BAR j%D ,� REINFORCING BAR DRAIN TILE �C—� I �. I1= I iQ : • SHEET METAL 30 FELT UNDER BEAM AT POINT 1 ' d �'n �• O• • s+` Q OF CONTACT WITH CONCRETE OR CONC. BLOCK llll STEEL BEAM 3" PLATE (BOLTED TO BEI`}; ' SHIMS TO LEVEL B EAM j« M, TYPICAL CONC. MONOLITHIC„ FOUNDATION. REINFORCE V."TH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. Ztrjx w, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS." r• �'''"` ; 3" MINIMUM BEARING SURFACE FOR WOOD BEAMr;i";.x� #�` DRAWN: MH/MS GARAGE DOOR BLOC KOUT SCALE: 1/4"=1'-0" JOB R: BEAM POCKET June 27, 2014 SHEET NUMBER: _ PAINTER TO P RIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION ?EFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECT ED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEEfROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights sof finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 5x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as required by current N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick rnicrolams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all :orners. 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified n table 3.15a -b. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to'girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical buil PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD -16d COMMONPER EACH END TO RAFTER 2 -16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION QTY NAIL NOTES QTY. QTY. SPACING gd TOP PLATE TO WALLBOARD PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6 O.C. FIELD EACH FACE INTERSECTIONS 4 - 16d COMMONJOINTS EA. SIDE NAIL STUD TO 24" FACE STUD 2 -16d COMMON O.C. NAIL HEADER TO 10 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL END JOIST OR BLOCKING -16d COMMONPER FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 6 O.C. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: 10 3 FT. TOE SILL OR TOP PLATE 3 -16d COMMONEACH BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMONJOIST MODERATE NAIL JOIST ON LEDGER PER TOE TO BEAM 3 _ 8d COMMON JOIST NAIL BAND JOIST3 -16d COMMONPER LOAD PATH END TO JOIST ROOF - FOUNDATION JOIST NAIL BAND JOIST TO: 2 - 16d COMMONPER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 RnnF cWFATHINr.- JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 WALLBOARD SNOW WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD SNOW 10 O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS SNOW WFCM - SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD DECAY 6 O.C. FIELD GYPSUM 5d COOLERS 7"O.C. EDGE WALLBOARD FRAMING ELEMENTS 10" O.C. FIELD FLOOR SHFATHING-- JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE V OR LESS SNOW 12 O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol - 16d nail per foot. NYS CODE: 2010 EDITION WIND PLAN CONTENTS: NOTES FROST OCCUPANCY CLASSIFICATION R3 RESIDENTIAL WINTER BUILDING USE RESIDENTIAL DWELLING SNOW BUILDING HEIGHT (SEE PLANS) WEATHERING TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DECAY DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND FLOOD LOAD CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES DEPTH EXT. BALCONIES 60 REQUIRED DECKS 40 120 ATTICS w/o STORAGE 10 3 FT. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 MODERATE ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION SEE FLOOR PLANS SMOKE & CO2 DETECTORS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.C.8d SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C.8d COMMON @ 6" O.C. SEE NOTES: 13 INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 (ROTH FIELDS) INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C.8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. SOIL COMPACTION: 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, INCLUDING SUDFLOOR, IS COMPLETE. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. as required by current NYS Residential Code - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code PAINTER TO PRIME AND ND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JJD SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: W H O z �+ o r� w � O U N Z H � U U a. H � U 0 N C) M n � O XLO N U 0 co°` ° :� � 0)"w� � wg .6 V M 2 0 00 r-4 �P,� IT V 4 �'� iT U � F 2 N cu E v 4 H U O N X EM, owmiiiii X 94 DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: June 27, 2014 SHEET NUMBER: A-8 r— — — — — — — — — — 1 PROVIDE SEPERATE PRICE TO DEMO BATH AND INSTALL NEW FIXTURES, L_ — — CABINETS AND TILE WORK — — .J 1ST. FLOOR PLAN-. SCALE: 1/4" = 1' .7t'CONIPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED-A*4g C@ 1. REPLACE ALL ELECTRICAL OUTLETS AND SWITCHES. 2. RELOCATE / REMOVE EXISTING CONNECTIONS AND CABLES AS REQUIRED DUE TO PROPOSED ALTERATIONS. 3. PROVIDE AND INSTALL NEW DOOR KNOBS. 4. ALL EXISTING ELECTRIC HEAT TO REMAIN EXCEPT WHERE NOTED. 5. ELECTRIC HEAT BEING REPLACED TO BE REVIEWED BY HVAC SPECIALIST FOR OIL HEAT. 6. REPLACE ALL EXISTING THERMOSTATS. 7. REPAIR / PATCH ALL AREAS, AS REQUIRED, DUE TO DEMOLITION AND ALTERATIONS. APPRIOVED Ar.)' HOTED DATE: 6 3 1 B. P. FEE:' y9 ey: NOTIFY BUILDING G =PAI;T ,J'_N T AT 765-1802 8 AM TO 4 PM, FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TVVG REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAIMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION 11MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY . PLUMBER CERTIFICATION ON LEAD CON TENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED'1N WATER SUPPLY SY§TEM bANNOT EXCEED 2110 OF1%LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING REPLACE EX. GLIDING WINDOW w/ AXW61 AWNING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 6Fr C 6J REVISIONS: z/1 H a I� o W o � w N V] zW 0 Q a �O u H rU 0 N U en i c* i n G +� 0 `-'In'u N � V Ri to v Ln U �v -- N G i .c W W H V O Ln N u x DRAWN: MIT/ MS SCALE: 1/4"=l' -O" JOB *: May 19, 2014 SI TEST NUMBER: it I—V I mill. 1. REPLACE ALL ELECTRICAL OUTLETS AND SWITCHES. 2. RELOCATE / REMOVE EXISTING CONNECTIONS AND CABLES AS REQUIRED DUE TO PROPOSED ALTERATIONS. 3. PROVIDE AND INSTALL NEW DOOR KNOBS. 4. ALL EXISTING ELECTRIC HEAT TO REMAIN EXCEPT WHERE NOTED. 5. ELECTRIC HEAT BEING REPLACED TO BE REVIEWED BY HVAC SPECIALIST FOR OIL HEAT. 6. REPLACE ALL EXISTING THERMOSTATS. 7. REPAIR / PATCH ALL AREAS, AS REQUIRED, DUE TO DEMOLITION AND ALTERATIONS. APPRIOVED Ar.)' HOTED DATE: 6 3 1 B. P. FEE:' y9 ey: NOTIFY BUILDING G =PAI;T ,J'_N T AT 765-1802 8 AM TO 4 PM, FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TVVG REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAIMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION 11MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY . PLUMBER CERTIFICATION ON LEAD CON TENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED'1N WATER SUPPLY SY§TEM bANNOT EXCEED 2110 OF1%LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING REPLACE EX. GLIDING WINDOW w/ AXW61 AWNING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 6Fr C 6J REVISIONS: z/1 H a I� o W o � w N V] zW 0 Q a �O u H rU 0 N U en i c* i n G +� 0 `-'In'u N � V Ri to v Ln U �v -- N G i .c W W H V O Ln N u x DRAWN: MIT/ MS SCALE: 1/4"=l' -O" JOB *: May 19, 2014 SI TEST NUMBER: it I—V I REVISIONS: z � a a z o O ° H a a W o W ¢ � Q 0 w N O ¢� U � H N U O r-+ N cn n G O a\ 'Cf y if),amu, 00 o u y m U r' � N G E v � W W V O N V DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB 4: May 19, 2014 SHEET NUMBER: A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD - p • BOTTOM PLATE p RIDGE LEDGER - B ATHTUB • HEADER • � DOUBLE J015T SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION PROOF ATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 -2x8 LS�6 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTL" UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER 'N/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC � a WALL STUD goZ THROUGH -ROOF EXHAUST W VENTS SELECTED AND Q ` LOCATED BY CONTRACTOR METAL STRAP O CRICKET AT TOP -SIDE OF�-+ VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED U SILL PLATE(S) r ' WALL SHEATHING RAFTEP,S MAINTAIN w � VENTILATION SIDEWALL FLASHING WOOD JOIST 1 O FOUNDATION - TOP PLATE BLOCKING F--•1 FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING U STAPPING TO BE ATTACHED TO WALL STUDS C�48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. i� SHALL BE COVERED WITH CORROSION - 4" - 8" LSTA24 1-1/4"x24" 20gc. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT ON ALL OPENINGS �� PROVIDE HEMMED EDGE .AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIH. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS �. �� ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. , CONNECT To ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 12" RAFTER RT20 21-1/8" 14" — 16" LSTA36 1-1/4"x36' 18gc. STRAP AND JACK STUDS i� 8' — x 20ga. TYDOWN EACH RAFTEP, 50FFITED EAVE DETAIL ON ALL OPENINGS ,� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE Q� FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME o EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ~may O WOOD JOIST a U c� F TOP PLATE � N U GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS AND RAKES -- PROVIDE HEMMED EDGES SO INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION I 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED KEEP SHEATHING MIIJ. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SJPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS CONNECT OVER OF ROOF o ON ALL OPENINGS PLATE WALL SFTH4 STUD PLATE ANCHOR PLATES TO EACH STUD H N U DB Nm L. SILL PLATE °` r a c7 U u TERMITE SHIELD I r SUBFLOOR o m ;:� G SILL GA51<ET✓ I WOOD JOISTS IM C3' co 0 v v ' NEOPRENE , - •` I �, >, w 5 , CONIC. SLAB GASKET I I 2x6 /2x8 CONTINUOUS WOOD PLATE Z TYP. CONIC. FOUNDATION ^ u ( 6 MIL. POLY i `�DAMPPROOF EXTERIOR GRANULAR FILL BOLTED TO STEEL BEAM WITH ;oI 6MIL POLY ON EXTERIOR eA CU s 1/2 "DIA. BOLTS 48" O.C. STAG. V v � STEEL COLUMN � cz u r� ,Q A \ ` • d • d ^, ► `, • ROOF JACK` STEEL BEAM '-i —�' I ° ► I �j u CONC. SLAB u ANCHOR BOLT EMBEDMENT: // I I rn • 'Ao �'n POURED CONCRETE: 7" I COMPACT FILL —► B LOC K WALL: 15' 4" x 1 /4" x 8" STEEL N v v / { ROOFING LAPS TOP .AND BOTTOM PLATE p W KEYWAY FOOTING o V ^ ^ c- • d • ,3 FLASHING AT ` WITH 1/2" x 6" ANCHOR BOLT c \ CONC. FTG. •° Q'° C o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT a O ANCHOR BOLT CON14ECTION (USP LBPS58 OR BP583) ` � REINFORCING BAR � 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT_ _ - I I I ANCHOR BOLT CONNECTION DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS) Uj SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL i TYPICAL CONIC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC U WHERE NEEDED FOR STRUCTURA_ BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING 0 WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57" OC tn SLAB -ON -GRADE ROOF JACKS c'c VENTS DETAIL Q N I � SUBFLOOR �J � CONC. SLAB DOOR FRAME �1 6X6 10/10 WWM GARAGE JOIST COMPACT FILL I DOOR —� USE 2X8 STEEL BEAM FOR ELOCKOUT V r� 4" SLAB • P.T. PLATE W/ 6X6 WMM n SLOPE 4"DRIVEWAY 7-01 NOTCH JOIST AND ADJUST HEIGHT Q ' 1/2" AIR SV ACE �. < I • • 171 2" (WITH A NAILING PLATE IF NEEDED) AT END AIJD 4. SOY • ; � •� � O ES OF WOOD �4 D D • • . ,• • • + ' STEEBL BEAM TO 1 F HIGHER TO ALLOWFOR SHRINKAGE GRADE n -� - �T �• �•� BEAMS - I I O • • ► ' • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) + e11 d �d —d • D -All W.W.M. E'A �• d . • . III—I I SUBFLOOR MIN.� REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM fe i • �► �` • REINFORCING BAR o • � I ,. G • c • • `� DRAIN TILE h--1►I a :. SHEET METAL / 30# FELT UNDER BEAM AT POINT ��� O• O• II STEEL BEAM k"i, •� 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK llI I—II DRAWN: NIH / MS c, ! • 3" PLATE (BOLTED TO BEAM *r SCALE: 1/4"=1'-011 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH 2 4 REINFORCING BARS.'.' 3=A JOB #R. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM p ,- GARAGE DOOR BLOCKOUT �•c;.�-�; �t � � May 20, 2014 SHEET NUMBER: BEAM POCKET PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 •�• 1\1[bV /",[ [/'1111b./[►IT 1}.7r1 ••.T[bllif• AND b[•I[hV lJ 111 hlf/'❑Cbl\I/1[C IV IITLJ lbrlT[rT hbl/,b T 11 U T[ /'/'1•• AI11!'[\.[fIT !'1biTll�( ' h t11[- GENERAL NIOT"ES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 950/c relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 1 WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type It exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvanized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING STAIRS EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD LOAD PATH EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd TOP PLATE TO WALLBOARD PER FACE NAIL TOP PLATE 2 _ 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.C. FIELD JOINTS FACE INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL STUD TO EXT. BALCONIES 24" FACE STUD 2 -16d COMMON O.C. NAIL HEADER TO SEVERE 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: STAIRS PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL END JOIST OR BLOCKING LOAD PATH FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EXT. BALCONIES EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: SEVERE EACH TOE SILL OR TOP PLATE 3 -16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMON JOIST NAIL JOIST ON LEDGER STAIRS PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION END TO JOIST 3 -16d COMMONPER JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 iznnF SHFATHINC,- JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 WALLBOARD 8d COMMO WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD 8d COMMO 10 O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL gd COMMON AS PER TABLE 3.9 PANELS 8d COMMO WFCM - SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD DECAY 6" O.C. FIELD GYPSUM 5d COOLERS 711 O.C. EDGE WALLBOARD AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 10 O.C. FIELD FI_C)OR SHFATHINC,- JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS (SEE PLANS) 6" O.C. EDGE 1" OR LESS 8d COMMO 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wait sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to] - 16d nail per foot. PRINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE DESIGN CRITERIA DECAY DESIGN UNDERLAYMENT 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL LOAD FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES SEE NOTES: 13 DEPTH EXT. BALCONIES 60 TEMP. DECKS 40 20 LBS. ATTICS w/o STORAGE 10 SEVERE ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 TO HEAVY ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION ® SEE FLOOR PLANS SMOKE & CO2 DETECTORS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 13 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 13 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section 111001.16. N.Y.S. Residential Code. GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL I GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL !BUILDING DEPARTMENT INSPECTIONS REVISIO1tiS: H O °z U U w � z O N o �z U aH (=> U F -N C r -4 v m � n G 0 o m r v T O v CL U X C -, e~ }: ;14 Ln E a r +w rru F C 4 �. to U N �w� I* w U O H d I DRAWL': MH / MS SCALE: 1/4"=T -O" JOB *: May 20, 2014 SHEET NUMBER: