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HomeMy WebLinkAbout37332-Z� A No: 37472 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 100 Harbor Rd, Orient, 3/17/2015 Date: 3/16/2015 SCTM #: 473889 Sec/Block/Lot: 27.4-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/13/2012 pursuant to which Building Permit No. 37332 dated 6/28/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porches, decks and second floor balconies as applied for The certificate is issued to Wedge, John & Markel, Jeanne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7i? inn 1A R10-11-0053 Hardy Plumbing 2/20/2015 6/20/2014 37332 A Sign ure TOWN OF SOUTHOLD I& 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 #: 37332 Date: 6/28/2012 Permission is hereby granted to: Wedge, John & Markel, Jeanne 9 Terrace Hts Katonah. NY 10536 To: Demolition & Construction of a New Single Family Dwelling; ' Living Room, Dining Room, Kitchen, Laundry / Pantry, Entry Hall, 4 Bedrooms, 3 Baths, Powder Room, Mechanical Room, 2 Fireplaces, Decks, Balconies, Media Room, Walk-in Close Solar Panel as applied for. \ 4' e ,3Sa% u At premises located at: 100 Harbor Rd. Orient SCTM # 473889 Sec/Block/Lot # 27.-4-3.1 Pursuant to application dated 6/13/2012 To expire on 12/28/2013. Fees: and approved by the Building Inspector. CO - NEW DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: Buil ing Inspector $50.00 $2,314.40 $2,364.40 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property Date. Old or Pre-existing Building: (check one) l DO U D irZ,( - House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. - Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Block q Lot Filed Map. Applicant: Underwriters Approval: Lot: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab-town.soLitho Id. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wedge Address: 100 Harbor Rd City: Orient St: NY Zip: 11957 Building Permit #: 37332 Section: 27 Block: 4 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Luminaire Electric License No: 37665 -me Residential Commerical New Addition X Indoor Outdoor Renovation Survey gas X SITE DETAILS Office Use Only X Basement X 1 st Floor 2nd Floor Attic INVENTORY Service Only X Pool X Hot Tub X Garage Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 107 CO Detectors Sub Panel 1-10 A/C Blower 2 Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances 1-dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches 56 Twist Lock Lj Exit Fixtures TVSS Other Equipment: 200a underground service, 1 -exhaust hood, 9 -ARC fault circuit breakers Notes: Inspector Signature: Date: July 21 2014 81 -Cert Electrical Compliance Form.xls TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERTIFICATION Date: 6_ O _ I L1 Building Permit No. 3.7 33 2— Owner: Owner: G is�— (please print) Plumber: Hardy Plumbing, Heating & Air Conditioning, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I also certify that I installed an anti -scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. Sworn to before me this Oa day of 2000 /L( N otary Public, County tuber's signature) \Otbt't X-4, ���OC4'ti (Notary Public) (ot;ry °�,hiir ;tats of t\1ew York . iii_?A603606 _ Suffolk County 1 15 My comri!iss:on Eptres s 31). ' -3 �o#of ryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIONT [ FOUN [ ]FOUNDATION 2ND [ ]INSULATION I ] FRAMING /STRAPPING I 1 FINAL [ ]FIREPLACE & CHIMNEY I 1 FOIE SAFETY INSPECTION I ] RRE RSis'rAwr COMsmuCnoN I l Flee xEsWAtrt rErETnntwN I I ELECTRICAL (xouuN) I 1 ELECTRICAL (FINAL) DATE11 L114"'INSPECTOR 3 733z--., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ OUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRtlCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: !�f d Cliff-,cj t DATE C INSPECTOR -Zj2:�=a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE [ ]FOUNDATION i$T [ y]�ROUQN�PL [ ]FOUNDATION 2ND [ ]INSULATION [ FRAMING/ STRAPPING [ ]FINAL I 1 FIREPLACE & CHIMNEY [ ] FIRE SUETY 1lISPECTION [ ] FIM xEsWurt t-l-smuCtwN I 1 RRE nEsWrotr MAEtnnnoN C ] ELECTRICAL (ROUGH) I J (FINAL) REMARKS: DATE �7 Z22 --INSPECTOR ��� �o��pf soury� 7S WN OF SOUT110LD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION IST [ ]ROUGH PLBG. lalv�ut s ] F DATI [ ]INSULATION [ FRAMI /STRAPPING [ ]FINAL I I FIREPLACE �Er [ ] FIRE suFEtr INSPECTION [ ] RIM REsWMrr ooNs'mucnM RRE n��urr �nnnoN I I ELECTRICAL (xouGN) I IELECTRICAL (FINAL) DATE INSPECTO o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTQN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ 1,pdNDATION 2ND [ [ FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ ,n _ REMARKS: _ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) v DATE �7� 03 /3 INSPECTOR �27 � _ o��uF sur �33� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTI" [ ]FOUNDATION 1ST [ PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE 1 1 1. lD / / -e7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOKCE N 1ST [ ]ROUGH PLBG. [ ] N 2ND [ ]INSULATION [ FRTRAPPING [ ]FINAL [ &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTjlGAI� (FINAL) REMARKS: S46 - DAT!' � INSPECTOR Z5; o d TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE I U4 1'7 INSPECTORi�!7qO°� h� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION j. ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ' J FOUNDATION 2ND [ ) INSULATION [ J FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RM RESISTANT CONSTRt1C"f10N [ ) FERE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "f -"'Zl� DATE 2-0hy/ INSPECTOR �� �OoOP 80pty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] 5P4106H PLBG. ]FOUNDATION 2ND [ 'INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ J FIREPLACE &CHIMNEY[ FIR AFETY INSPECTION [ ] FIRERE RESISTANT CONSTRUCTION []pE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) R I DATE 1112-11INSPECTOR �o��OF SOl/ry�6 '3 3;, 27--- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( j FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING /STRAPPING [Pi -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS i"L2 r DATE � I L �� I ('1' INSPECTOR OOP TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS! [ ]ROUGH PLUMBING [ ] 1 CATION [ FINAL I 1 FIRE SAFETY INSPECTION C ] FIRE RESISTANT PENETRATION I ]ELECTRICAL (FINAL) [ ]CAULKING DATE.? INSPECTOR pf SOUIyo� 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION I I Flee nESIsratr PENETRATION ELECTRICAL (FINAL) [ ]CAULKING DATE � -2414 �INSPECTORZ 'C� .1 rau ecru a a ■ April 17, 2013 Mike Verity Chief Building Inspector Building Department TOWN HALL SOUTHOLD, NY 11971 mike.verity(cDtown. southold.ny.us Re: Strapping Inspection for the Markel/Wedge Residence 100 Harbor Road Orient, NY 11957 Permit Number: 37332 Mr. Verity: 3260 North Hayden Road, Suite 108, Scottsdale, AZ 85251 Phone: 480.425.2250 Facsimile: 480.425.2225 www.strukturstudio.com Project #: 112101 Struktur Studio, LLC was requested by Mr. Ryan Brayak of ASUL to discuss the equivalent tie and strapping system utilized for the Markel Wedge Residence with respect to the final Town inspection of the constructed work of the primary and secondary structural systems. The Markel Wedge residence is designed and constructed utilizing a three-dimensional steel moment (space) frame where the steel beams and column encapsulate the horizontal and vertical force lines of the structure. The frame does not require vertical diaphragm elements (shear walls) to transfer wind loads because these forces are resisted by the beam and column connections that stiffen each elevation of the residence. The floor and roof diaphragms are flexible but are bound within the steel perimeters of the floor and roof, respectively. The diaphragms are well tied to the beams but do not need to provide a positive connection as would a conventional framed system. The beams and columns contain the secondary elements (walls). The steel system used on the Markel Wedge Residence is more akin to a commercial medium rise, structure than to the residence and exceeds the requirements necessary for conventional residential framing systems. Therefore, the framing system and connectivity of the details are equal to and exceed the strapping requirements of the Residential Code of New York State. We will be on-site April 19 to review the whole construction. In the interim, we reviewed the photographs of the high roof framing and the construction matches the requirements of the Mike Verity Struktur Studio, L.L.C. Page 2 Chief Bldg. Inspector April 17, 2013 Re: Markel Wedge Residence details (and RFIs). Detail EFI-9 (attached) depicts the lower condition. At your will, the contractor may proceed on sheathing the roof framing. This report is based on our experience, knowledge, and understanding of the as -built conditions. In addition, our conclusions and recommendations are limited to the observed and reported conditions. Struktur Studio is entitled to modify or append our opinions based on any supplemental information. Struktur Studio appreciates the opportunity to further assist you in this matter. If you have any questions, please do not hesitate calling our office at 480-425-2250 (x230). Sincerely, President Attachments: EFI-9 Reviewed By, 0_J. I _zv�/� OF NEw y� Rex Pless, P.E. Date: 03.11.2015 MEMORANDUM OMONT ROUHANI il I R C H I T E C 7 5 I L.1 �LIl MAR 16 2015 I To: Damon Rallis, Southold Building Dept. From: SLR Architects Re: 100 Harbor Road, Orient—Insulation Build-ups By: Toby Sherrard Damon, Below is a break down the insulation build-up strategies that were e cOrient,omponents of the building envelope at the Markel/Wedge Residence, 100 Harbor Road, compo nt Please let us know if there is any further information employed For each of the order to obtain the C of O, ormation we will need to provide in Thank you, Toby RooF T R-38 Batt Fiberglass w/ 1"Spray Foam Exterior Walls R-19 Batt Fiberglass w Crawl Space 3" Closed Cell S pray / 2" Closed Cell & 1 1/s" polyiso Board 1'' Floor Ceiling R-30 Batt Fiberglass y Foam At Ceiling/Rim Boards Interior Walls Roxul Safe $ Sound 48 FOSTER AVE PO BOX 3002 BRIDGEHAMPTON NEW YORK 11932 631 537 0019 STELLECO.COM 43.94 38.10 19.50 31.88 N/A I WOEMMA & 11 OAT tA f ^f, /� TOWN OF SOUTHOLD BUILDIA'DEPARTMENT TOWN HALL +1 SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 6 _' " 20 I Approved , 20 I Expiration "` —7,20 /3 Vlr LJT(eAI ING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? moniow\ --,, Board of Health kkool IT- Aldo 3 73 3;?�l --A 4 sets of Building Plans 3 PERMIT NO. 733 1 �AGE- , t Building Inspector Planning Board approval `J Survey Check Septic Form " N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: CY Mail to: Po P,0>, Z3b� Phone: bOZ 625 - 0002 JUN 1 3 2012 PPLICATION FOR BUILDING PERMIT Bl DG: l P Date ;5�>WG 20__L?_ ,�,nr�rnr+cft11TAi' 6LLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) FiJ 2 -'"Lt, S,&v lam, r� -� WI C� , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises WoDo -V BNLv�" — (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer L,v (Name and title of corporate officer) Builders License No. Plumbers License No. 1C°(3 - /1 Electricians License No. SIb6S - Other Trade's License No. �NI.Atel - 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 25- -Block Lot 3. L Subdivision Filed Map No. Lot _ . A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Far�s�k 2�=amiss acs: wl 2 �l-t ��n��= 'A b. Intended use and occupancy 4,T4- ,-,.>� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost j. , 10�, _ oa Fee itae� (To be paid on filing this application 5. If dwelling, number of dwelling units 1-005X- Number of dwelling units on each floor j„ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 'o Rear 2,L Depth 35 ` Height 2� ` Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear {L+ Depth `i L( Height 2s / Number of Stories-2- 9. tories2 9. Size of lot: Front 2.12.5,13-- Rear ti 2'Ay Depth 2'Z,2 -9 7 ' 10. Date of PurchasertTtAWQ.0 .cC5�> Name of Former Owner I OLw EAr"iy� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO*1�1 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO\/ C. + 14. Names of Owner of premisesS7� f le�J _ Address V*,, e ' Phone No. q l - 2 -'}5R:X6 Name of Architect z,, u Paev-mga, Address hone No t,3k - 53r 5116 Name of Contractor AddressP '` Z3 �,s-t t�9 c,� Phone No. 1,a2.685 -ocb2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * YES _>`-, NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X11 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) p SS: COUNTY OF SVfrVL*-1 r.,l rDCNz- ��-� :rte � being duly sworn, deposes and says that (s)he is the applicant (dame of individual signing contract) above named, (S)He is the , Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me thi day of 20 1A MARY E. CROGHAN Public, State Of New York /Notary Public aKhOIn Su 095486 Signature of Applicant Qualified In Suffolk Coun o Pp Commission Expires July 14, 20? BOARD OF SOUTHOLD, TOWN TRUSTEES SOU`i'HOLD, NEW YORK PERMIT, NO. 760 DATE: AU.xUS ,24, Zia ISSUED TO: JEAN MA+ NWA, &JOHN ! HROTIAN WEDGE PROPERTY ADDRESS: 100 HARBOR ROAD, ORIENT S'1+#`274-3:1 AV'ThORIZATION Pursuant to the.prouisions of ChapFter 275.of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 24-2011 . and in consideration of application fee in the sum of $250.00 paid by Jeanne Markel & John Christian'nWedge and subject to the Terms.. and Conditions as stated in the Resolution, the Southold Town Board of Trustees auth6rizes and permits the follo wing: Wetland Permit to remove existing`two-story, one -family dwellit►, garage and deck, and construct new two-sto one-famil dwellin with attached decks; construct retaining wall and pl approximatefiy 40' a 1 '' All Wfthin'10`0' of wetlnn& to acht6e ptopos�d gradas more than 50' from wetlands; clear approximately 783 square feet of eaisting woadw area within 100' of wetlands to establish yard and pervious dirt pathway more than 50' from we' 6&;"r+e-Vdgbtate And tnaiii6tih as larndscapye'buffer approxiinately 1,Y28 square'foot of existing cleared area within CERA; replace driitltlitig water wtll; and.*,e�talsliisii sto water ret¢ption ba�tn and other components o llrarnst systegn; and as delicted on the site,.plan PRO, e�'b�'�Wit Ar��hll+ s; tWst ti`i��'v� `r 10, 2011, and sCa $ rt t'o�ed'bn No r 18, 2011; *U4 also is[s a,#,= on the dtrainage plan prepi ed by )� W. Grosser Cd1 bt #t nOe � Rydird&614 st, P:C , list dated Jtd'y X, 2011, aud' stamped approved on Nove; 2b11: IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and %ei6 *esoo'ts° tot bt:-sAserpded by a' hw6rlt j► *f die `sai&Bb&fl as of this date: John M. Bredemeyer I1I, President �OL SDUly Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee • �Q Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0975C Date: May 6, 2014 THIS CERTIFIES that the removal of existing dwelling: garage and deck, construction of new dwelling with solar panels with attached decks. construction of retaining wall. placement of 40 cy. of fill, existing cleared area within CEHA re -vegetated and maintained as a landscaped buffer approx. 1,128sc1.ft.• replacement of drinking water well: establishment of stormwater basin and other components of drainage system At 100 Harbor Road, Orient, New York Suffolk County Tax Map # 27-4-3.1 Conforms to the application for a Trustees Permit heretofore filed .in. this office Dated August 2, 2011 pursuant to which Trustees Wetland Permit #7608 Dated August 24, 2011, was issued and Amended on March 21, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing dwelling: garage and deck: construction of new dwelling with solar panels with attached decks, construction of retaining wall: placement of 40 cy. of fill, existing cleared area within CEHA re -vegetated and maintained as a landscaped buffer approx. 1.128so.ft.. replacement of drinking water well: establishment of stormwater basin and other components of drainage system. The certificate is issued to JEANNE MARKEL & JOHN CHRISTIAN WEDGE owner of the f aforesaid property. Authorized Signature i ---.—`ZW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04064 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: JEANNE MARKEL 9 TERRACE HTS KATONAH, NY 10536 JOHN C WEDGE 9 TERRACE. HTS KATONAH, NY 10536 Facility Application Contact: - EN -CONSULTANTS INC 1319 NORTH SEA RD SOUTHAMPTON, NY 11968 (631) 283-6360 Facility: WEDGE / MARKEL PROPERTY 100 HARBOR RDISCTM 1000-27-4-3.1 ORIENT, NY 11957 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Authorized Activity: Demolish the existing single family dwelling; construct_ a new single family dwelling and develop t e prfi" o" p'erty in accordance w ith the plans prepared by P.W. Grosser, last revised 02/21/12 and Stelle Architects also last revised 02/21/12 and elucidated by the letter of 03/06/12 by En - Consultants, Inc. Both plans and letter are stamped NYSDEC approved on 03/23/12. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04064/00001 New Permit Effective Date: 3/23/2012 Freshwater Wetlands - Under Article 24 Permit ID 1-4738-04064/00002 New Permit Effective Date: 3/23/2012 Expiration Date: 3/23/2017 Expiration Date: 3/23/2017 Page 1 of 7 11,15 tio��Of SO{jl D � P.O. Box 1179 Oc lf> 971 • 16 - +-- I S OCT - 4 2013 BLDG. DEPT— TOWN EPL-TOWN OF SOUTHOLD BUIMING DEPARnUM IL—BLDG. DEPL TOWN OF SOU'THOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: /0 - 5/- /3 Company Name: L Uli1/N�/,6�� �7tZIG Name: SMAVAI ,�U�b Lvrnin�A�rLt CI�ZTIZ>c License No.: 3 S m `c - Address: 0JIC-k�OC-V-0- .1%I/E Phone No.: -- 93aoX 31�3YS-9321 JOBSITE INFORMATION: (*Indicates required information) *Name: "Address: /00 11.4 606 /14 Crass Street: ' *Phone No.: Permit No.: Tax -Map District: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) W Gc/F /E Ulm U11,41i 16 A/EW OOOAA n 11A4hP0,0,V,1n OkoMh". (Please Circle Ail That Apply) *Is job ready for inspection: *Do. you need a Temp Certificate: YES NO Rough In NO Final Temp Intbrmation (if needed) *Service Size:ha 3Phase 100 150 200 300 350 400 Other *New Service: Re-connectUnderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION f *Cgs • °= 82=Request for Inspection Form 11, .._.... r.-....-��...�............ ...r -rte ..... ,r ,. 0. ._ ._... No. 1_, CRu095486 Qualified In Suffolk County Commission Expires July 14, 20 S Town of Southold - Chapter 236 - Stormwater Management l SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner - Agent - Consultant Other (Circle One) �. -- Property OWNER: IN Different than Applkant) wlxr dress 1x� �t9 Z rE Address: t N eeeAc t `-z k 5,36 le Telephone S Ae�z- F iCi 2A _ 2 Telephone ( - 232 - Fax rM Mail: �e;;, 0` L E - Mail: Properly Address N `9 57 Brief Desai prion of Construction Activity, Proposed Sancdlral BMPa, Sot? Stabalization BMPs, Project Scope and/or Sequence of Construes Activity S.C.T.M. *: 1 006 p g�pa e-�•' (Provide Additl"Papas as Needed) Name of Contractor andfor Contact Person Responsible for Implementation of SWPPP: -- ---- --1QJ Add 236 acs t 6 _tom ------_ s Q,_"T'e+rp— `-- �____ Telephonelf Fax# t -q�6• E - Mail: ��-ss�►sr12, pt�ia�V . v2 -j ,��y�,,,,,,,,� Name of Persons Responsible for Installation 3 Mtirrlenenee of Erosion Control Practice: ---_---_-_.--------------------------- _ F` +ss? 1- ����ciZ tom✓c8 tX�y Q��aC"� _ 1 _6�??_k bcag: Addrsss�_ K� 1W4 -t2_ N ` l C� 62j� Telephone S: 2� OlSbZ Fax M 121' i7� c. E - Mail: ASV . �+ 5 Total Area of AN Project Parcels: F. Total Area of Land Clearing and/or Ground Disturbance: 22/ I L0 1,T, (S.F./A—) (S.F./Aa ) l 2 Project Duration: Start End (Anticipated)zoo Date: , 12 Date: 1.3 (NWnt-acWWdV0&A) Will this Project Disturbs five (5) or More Acres at Any One Time During the Proposed Development? Yes No - ------------------M-------.--__--_--_- IfYES: Plane* Answer the Followingl a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections ? Yes No List the NAMES or description of all Potentially Impacted Watwbodies and/or Wetlands: b. Does the SWPPP Indicate How Frequently the Site O Q Inspections will Occur and for What Period of Time ? Yes No - c. Does the SWPPP Adequately Identify All Temporary Q Q and/or Permanent Soil Stabalization Measures ? Yes No "" "'"---------------------.___ d. Does the SWPPP Adequately Identify a Complete Q -_ . .. _. .._ _.... Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific = Q Status of Impacted Waterbody: (eg. TMDL, 303(d) Listed, Impaired...) Practices that Will be Utilized to Protect Water Quality ? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q Q _ .. .... ._..-... ... ... _.- . _ ... _. - ... _ Type of Impacted Waterbody. (eq. Lake, Creek, say, Pond, Sound, Freshwatsrwada d.„) by the Town of Southold ? Yes No ................................ .............. _. _......_..... . STATF, OF NF,W YORK, SSUFFOG,t_ COUNTYOF ........................................... SS ................................... being duly sworn, deposes and says that he/she is the applicant for Permit, That I, ........6ty�&fM9P ...of Individual signing And that he/she is the ........... (Owner, Contractor, Agent, Corporate Officer, etc.)• ,••••,•••-••••••„••••••••••••• Owner and/or representative of the 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 herewith. Sworn to before me this; ................. day of .....5�/yE ........................ , 20.L L NotaryPublic: ...... 5.:.. .............................. ............. .-....... ......................................................... MARY E. CR0GHAN (Signature of Applicant) .._.... r.-....-��...�............ ...r -rte ..... ,r ,. 0. ._ ._... No. 1_, CRu095486 Qualified In Suffolk County Commission Expires July 14, 20 S s T.O.S. "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 For Department Use Only: S.C.T.M. #: Property Address: loon District section Block at REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i 1 l i YES , NO , N.A. ; Explanation for NO or NA. Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) � 9�) r Location (Pg #) 1 DrainageCalculations_tormwater BMPs Designed to contain a Two Inch Rainfall On -Site .. 2 Construction Phasing. Plan Sequence of Proposed Construction Activities. 1 i , ..... .. .... .. _ _. _........ ......_._...._ ..... ........... �� i C�AdL � P -Indicating Q Q 3 General. Location Map _ Q'. ...... __..- ................... .... ............ Ssm (Its 4 Draiange Site Plan Drawn Scale at Sixty (60') feet to the Inch or larger indicating the Following:_ i� IQ s0 t cm; a ..Location and Description of Property Bountianes _ .. _ QQ; QQ b Site _Acreage . .. ... .... .. . ... ...... -.. _ ......... ... _ . a i - _.. _......_v . _ .. ..... .. _ �S PJ�..� c _ All Existing, Natural and/or Man Made Features. on and within 50'_of the Property........ Pu?� d Test Hole Data Indicating Soil Characteristics & D .. _. .. _.. e Contours Indicating PTpert_ Elevations (Min. 2'); _ _ _.. _ .... _. _....... ... .� _.... ._ ... _. ... ........ _ ... ... ... .... 1 i t' __.. ... _... 2 f Spot Grade & Finish Floor Elevations for Existing and Proposed Structures _ .... _.........._ _........_. _. _ ............ _ _ _........... _ g. Location of Wooded Areas & Isolated Trees with a Minimum Dimension of 1 S" Diameter; _.__--__.....__ E ll Q 110 i` h S6TI- hili-iatfontSTsirictSoifSurGey-' _ iQ;Di _._--_ _...._......_.. _..._.. _ ..... ... _......__. .. _ ..... - _ _ .._ _ ........ - - .._........ _ ... _..... ............. ...... ......... ...... ... ...... 5. Background Information about the Scope of the Project, Location & Description of the Site, Changes ......i i .... .......... .... ... ._ .... ....... . _.._ ......_ 1 t 1 Proposed to the Site and All_Existing Development on the site Including the Following. ...... _............ ..... lftS.lStSl�9 Total..Area .i�iQ iQ 3 .... ............ .._...... __ ..._ ........ .. _. _ ........... ®1 O O �..- 1.►c1i2 c'�-� a.. _All..lmpc9y�manta of..l anS)_Ristttr4an Tota! Sita Araa:.... ... ............... _ -. -- _ _ ............._ .._ _ _ _.._ ... _. .- -. • _- -.- -.._ _ _....... _ _..... �-"s` . b. All Excavation, Filling, Stripping & Grading Proposed and Identified as to depth, Volume i"�i`--' &_ Nature _of Materials Involved; .... ... .... ... _.. _. _..... _..... .... .... ........ ... .... .... ... ... .... .... .... ...__... .... .... ... .... . _. ... .... c. All Areas Requiring Clearing and/or Grubbing` _ ....._._ ....._..... .._ ...... . ..... ....... ...... ..... _ ....... ' !..- - .- --• -- ... _. _........._....._.._ . _ . _....._..._ _........ sT1 d All Areas Where Topsoil is to be Removed Stockpiled and where Topsoil will ultimately �tiyQ EQ Pt be placedi 4riz . _. .... All Temporary & Permanent Ve etationtobePlaced on Site; e ..._._...... ._........_...__....,....... i f All Tem ora & Permanent Storm Water Runoff BMP Control Measures Po os d r . _........ __ . ..... g The _Antictpated Pattern of Surface Drainage During Periods of Peak Runoff .... _..... _.............. ... ...... . ..........._ _ _ _ .._.. _.._ .. C'l h. The Location of all Roads Driveways Sidewalks Patios Structures Utilities & Other a�� Q, _ __ .. _. _ ._ __._.. _ ._. ... _.............. Improvements Including Temporary Access & Construction Staging Areas } I. The �stfng &-Final ntours and -or Spot �Eievations of tlit3 site. �, Q i (�, �� QtnM1! 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion, Sedimentation =3, , QQ Z & Stormwater Runoff Control Measures. ...... ... ... 7, Description of Pollution Prevention Measures that will be Implemented.�j;Q; ---------------------------�.._--__-__,---------------------------- ....... .... .... .. Q, 8. A Description of the Minimum Erosion & Sediment Control Practices to be Installed and/or 8. ---_--_-_ _ __ _ - - --- --- - t Im_plemented for Each Construction Activity that will result in Soil Disturbance i ; 9, _ Description of Construction & Waste materials Expected_ to Stored On -„Site --------------------_._ 10. Temporary & Permanent Soil Stabilization Plan that meets the Current Version of the i � z New York State Storm Water Design Manual Technical Standard. __________________ 1'1'. 11 General Site Plan and Construction Drawings for the Pnject_ ___----_-_-- -._ --------------- �i Q s Q l Msy 12 Dimensions, Material Specifications & Installation Details for Al Erosion & Sediment Control Practices. __--------__ iw Q Q _ _ _ _ - ('�1y 13 Temporary Practices that will be Converted to Permanent control Measures. �,Q Q__--------------------.-------_-__.___---,- Z7?i 14.Implementation Schedule for Staging Temporary Erosion Control Practice or_BMP_. Q'Q �_._.------ L�???�._. ____._.,. _., ..... 15. Maintenance Schedule to Ensure Continuous & Effective Operation of Erosion & Control Practices. ,-,-------------------------------- Sediment 16. Names of Po-te-niii I Surface Waters of the State of New York and/or MS4 that may ber"- ""'"""'"-""-'""'""'""'--'-_________ �101DiitT Impacted b i?YDevelopment a fit. -----------------------------_-_----_-_._.-_____.._; �_-_----_-__-_-_----__-__-__---__-_---__ 17. Delineation of Storm Water Control Plan Implementation Responsibilities for Each part of the _.._-P�oiectConstructionSite.V--___------ _.._ ... I li r'------------------.."-----------_________ 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Draina9e Swvraies ' _i = , Q, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----------- . . 19. Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing, Constructing, 1;20z 1 i r--------------------- Repairing. Replacing, Insactin and Maintaining the Erosion &Sediment Control Practices. storm water management control Plan anecaust e -i : us --is Af N i SUWQ't Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity, the owner or operator must identify ALL contractor(s) and sub -contractors) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and sub -contractors) that will be responsible for constructing the post -construction stormwater management practices included In the SWPPP. The owner and/or operator shall have each of the contractors and/or sub -contractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "1 hereby certify that 1 understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions Identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terns and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. " v Gx,Aliz- L =1� �� Lim "A - VQ -r � /V--,,1- ZLX- 2a1 NAME: I Title: Dab: In addition to providing the certification statement above, this page must also identify the specific elements of the SWPPP that each contractor and/or sub- contractor will be responsible for: Specific SWPPP Element: C , I iZ? ,► �- C- � winA.5 (Please Describe Here)D,._5Tvs _�i�zS��i��.z- PR'_`- �� RK�"•T_ E-.�. �"(-,..,� _c_w�.�C_ c� �cv�w�c_��-est NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; NA Tine: A4# Det.: NAME, address and telephone number of the Contracting Firm; Property Address and Suffolk County Tax Map Number of the site; S.C.T.M. #: l 000 2.`7 '� • k District Section Block Lot ----------------------- -_---__----------------------- - �_-..___._.__. __-__.---_--__-_ __..____._._.____________________ The owner and/or operator shall attach All certification statement(s) to the copy of the SWPPP that is maintained at the construction site. if new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports, the owner and/or operator shall submit the documents in both electronic (PDF only) and paper format within five (5) business days, unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 SWPP PROJECT: Markel Wedge Residence 100 Harbor Rd Orient, NY 11957 ATTENTION: Town of Southold ADDRESS: 53095 Main Rd Southold, NY 11971 DATE: June 13, 2012 PO Box 2364 FROM: Cy Keener Sag Harbor, NY 11963 866-898-9209 http://www.asul.us MEMO: ADDITIONAL INFORMATION AS REQUIRED BY SWPP CHECKLIST #1. 2. CONSTRUCTION PHASING PLAN- SEQUENCE OF PROPOSED ACTIVITIES: General construction phasing plan is as follows: Survey and establish clearing limit and location of project limiting fence. Establish and maintain project -limiting fence with silt fence and hay bales per plans and DEC standards. Demolish and remove existing residence. Clear 1,698 sq ft wooded area. Install storm water retention basin per engineered plans on south side of property. Excavate for new home and garage. Complete concrete foundation portion of new construction. Install foundation drains and back -fill up to new structures. Construct framed portion of new residence and garage. Install new septic system, retaining walls, drainage area and driveway per plans. Re - vegetate site. 5. BACKGROUND INFORMATION ABOUT THE SCOPE OF THE PROJECT, AND PROPOSED CHANGES TO THE SITE: Scope of project is limited to demolition of existing single-family residence and garage, and construction of a new single-family residence as described in attached plans and site plan. 5 F. TEMPORARY AND PERMANENT STORM WATER RUNOFF BMP MEASURES PROPOSED: Temporary storm water runoff measures primarily consist of establishing and maintaining a project limit fence per DEC standards throughout the construction project. BMP measures primarily consist of limiting cleared area, following slope erosion control methods per BMP standards, establishing and maintaining a construction entrance, construction site waste and concrete wash out areas per EPA BMP standards. 6/13/12 10:48 AM 6. SCHEDULE AND SEQUENCE OF THE INSTALLATION OF ALL PLANNED SOIL EROSION, SEDIMENTATION & STORM WATER RUNOFF CONTROL MEASURES: The project will proceed in the following manner: Establish and maintain project limit fence before any demolition or construction begins. Minimize quantity of exposed soil throughout demolition and rough grading phases. Install and maintain BMP approved stabilization to all exposed soil throughout all construction phases. Stabilize all exposed slopes per BMP standards throughout all construction phases. Establish construction site waste and concrete wash out areas before foundation phase of construction, and maintain throughout all phases. 7. DESCRIPTION OF POLLUTION PREVENTION MEASURES THAT WILL BE IMPLEMENTED: Pollution prevention measures consist of ensuring no storm water runoff into the neighboring water per DEC and EPA BMP protocol outlined above, proper management of construction site waste, concrete wash out, and construction vehicular traffic into and out of the site per EPA BMP standards. 8. DESCRIPTION OF MINIMUM EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED FOR EACH CONSTRUCTION ACTIVITY THAT WILL RESULT IN SOIL DISTURBANCE: Pre construction: establish project limit fence per plans. Demolition: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Site grading and storm water retention basin construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase, including stabilization of all slopes, and establishing permanent stabilization of all slopes once grading / construction is complete in a specific area. Foundation construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Frame construction and finish: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Septic construction, site final grade and landscape construction: employ and maintain DEC and BMP soil stabilization to all exposed soils throughout phase. Install permanent stabilization as soon as is feasible. Inspect and maintain all of the above weekly (7 day maximum), as well as before and after all 1/2" rain events. Maintain record book and log of all practices and inspections. 9. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS EXPECTED TO BE STORED ON- SITE: Construction and waste materials shall be sorted into multiple roll off containers depending on material type. Typical construction materials include wood, steel, concrete and plastic. All materials to be incorporated into the structure, and all waste materials shall be stored in accordance with EPA BMP standards, including the use of covered containers, and location of storage area to minimize soil run-off. 6/13/12 10:48 AM 10. TEMPORARY SOIL STABILIZATION PLAN: Temporary soil stabilization techniques meeting DEC and EPA BMP standards shall be used throughout the construction process. These techniques include minimizing exposed soil, stabilizing exposed soil with mulching or hydro -seeding when necessary, protecting steep slopes and cuts, and maintaining the project limit fence. 14. IMPLEMENTATION SCHEDULE FOR STAGING TEMPORARY EROSION CONTROL PRACTICE OR BMP: Project limit fence shall be established before demolition, site grading or construction begins. Temporary soil stabilization techniques shall be used and maintained throughout the construction process. Permanent soil stabilization shall be installed as soon as possible after completion of each phase. 15: MAINTENANCE SCHEDULE TO ENSURE CONTINUOUS & EFFECTIVE OPERATION OF EROSION & SEDIMENT CONTROL PRACTICES: All erosion control practices shall be self inspected every 7 days, before each forecasted rain event, and after every 1/2" rain event. Any maintenance required shall be completed immediately after inspection. 17. DELINEATION OF STORM WATER CONTROL PLAN IMPLEMENTATION RESPONSIBILITIES FOR EACH PART OF THE PROJECT CONSTRUCTION SITE: All storm water control implementation shall be the responsibility of ASUL Inc, the general contractor overseeing the project. Any work soil stabilization completed by subcontractors shall be inspected and maintained by ASUL Inc. 19. IDENTIFICATION OF ALL CONTRACTORS RESPONSIBLE FOR INSTALLING, CONSTRUCTING, REPAIRING, REPLACING, INSPECTING AND MAINTAINING THE EROSION & SEDIMENT CONTROL PRACTICES: ASUL Inc., PO Box 2364, Sag Harbor, NY 11963 shall be the primary responsible party for installing, inspecting and maintaining all erosion and sediment control practices to DEC and EPA BMP standards. Responsible, certified individual is the site superintendent, Cy Keener. Mobile number: 602- 625-0002. Email: keener@asul.us 6/13/12 10:48 AM STELLEARCHITECTS Date June 4, 2012 Memorandum To: Cy Keener From: Viola Rouhani Re: Permit Drawings Markel Wedge Copy: By: Please see attached 4 copies of permit drawings for your use. XXKXtix xxxx XX XX PO BOX 3002 48 FOSTER AVE BRIDGEHAMPTON NY 11932 5 T E L L E A R C H I T E C T S l January 4, 2013 Memorandum To: Michael Verity Southold Building Department 54375 Route 25 PO Box 1179 Southold, NY 11971 From: Toby Sherrard Re: Permit Drawing Revisions By: Hand cc: file 130104 0806 21 Enclosed please find 4 copies of the revised garage drawings for the Markel/Wedge Residence located at 100 Harbor Road, Orient, NY to replace the garage drawings in the permitted drawing set. Please call should you have any questions. 130104 0806 21 PO BOX 3002 48 FOSTER AVE BRIDGEHAMPTON NY 1 1932 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 July 2, 2014 John Wedge 9 Terrace Hts Katonah, NY 10536 Re: 100 Harbor Rd, Orient Telephone (631) 765-1802 Fax(631)765-9502 f( n BUILDING DEPARTME �C TOWN OF SOUTH D TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) YA`"Electrical Underwriters Certificate. A fee of $50.00. 4�1-nal Health Department Approval. roval. P Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37332 — New Dwelling 2 March 2015 Southold Building Department PO Box 1179 Southold, NY 11971 To Whom It May Concern: Enclosed please find a Suffolk County Department of Health Services approved sur- vey stating that the sewage disposal and water supply facilities at 100 Harbor Road, Orient, NY have been inspected and/or certified and found to be satisfactory. Please issue a Certificate of Occupancy for this property, Town of Southold permit #37332. Thank you. aa erely, &nakel 9 Terrace Heights Katonah, NY 10536 914-924-2809 � S I u �� MAR - 4 2015 S - 0Tl yet_` September 26, 2013 Mike Verity Chief Building Inspector Building Department TOWN HALL SOUTHOLD, NY 11971 Re: Construction Review Markel/Wedge Residence (House) 100 Harbor Road Orient, NY 11957 Permit Number: 37332 Mr. Verity: 3260 North Hayden Road, Suite 108, Scottsdale, AZ 85251 Phone: 480.425.2250 Facsimile: 480.42 5.2225 www.strukturstudio.com Permit 37332 Project #: 122103 Struktur Studio performed the structural design for this project and the construction administration, inclusive of answering field questions and responding to requests for information. We also performed a special structural inspection on April 20, 2013. As required by the Code and the construction documents, we observed the wood construction, steel construction, and field welding. We estimate that the house was about 95 percent complete at the time of our inspection. Our office has also reviewed construction photographs through -out the project. We also reviewed the wood joist framing system (supplied by Weyerhauser) for the floors and the are in general conformance to the construction documents/ Based on our inspection and observation of the work performed and discussion with the project manager, it is our opinion that the work is completed in general conformance to the construction documents. I certify that, to the best of my knowledge, the requirements of the approved plans meet the appropriate portions of the code and have been complied with. A guarantee that the contractor has necessarily fulfilled the obligations of his contract is neither intended or implied. This report is based on our experience, knowledge, and understanding of the existing and/or as -built conditions. In addition, our conclusions and recommendations are limited to the reported conditions. Struktur Studio is entitled to modify or append its opinions based on any supplemental information. If you have any questions, please give me a call at your convenience at 480-425-2250 (x230). Sincerely, DaviA.Lunen , LEED A President Reviewed By, Rex Pless, P.E. OF HE`N y� .I F 0 R T E JOB SUMMARY REPORT 5-25-13 Markel Wedge Res round hole cut4te 4taEara, Member Name Resufls Cunw t SokdJon Comments Fbor: 3oist Passed 1 Pieces) 14" TJI® 230 0 16" OC Floor Joist 2 Passed 1 Piece(s)117/8" T310 230 @ 16" OC Fbor 3oist 3 Passed 1 Pie*S) 14" T3I0 360 @ 16" OC Floor Joist 4 Passed 1 PWWS) 14" T3I0 360 016" OC Floor 301st 5 Passed 1 Piie*s) 14" T3I0 360 @ 16" OC Floor Joist 6 Passed 1 Pieces) 14" 73I0 360 @ 16" OC Fbor Joist 7 Passed 1 P s) 14" TJI® 360 @ 16" OC Floor Joist 8 Passed 1 Pimce(s) 14" TX@ 360 ® 16" OC Fbor Joist 9 Passed 1 Pieces) 117/8" TX@ 360 @ 16" OC CONDITION NOT USED STRUKTUR STUDIO, L.L.C. THE REVIEW OF THIS SHOP DRAWINGISUBMITTAL IS CONIP:.ETED ONLY TO DETERMINE THAT IT IS IN GENERAL CONFORMANCE AND IS COMPATIBLE WITH THE STRUCTURAL DESIGN CONCEPTS ILLUSTRATED IN THE CONTRACT DOCUMENTS (DRAWINGS AND/OR SPF;;IFtGATIONS), THIS REVIEW IS FOR THE SPECIFIC ELEMENTS SHOWN HEREIN ONLY AND NOT FOR THE APPROVAL OF ANY ATTACHED OR CONNECTED ITEMS OR WHICH THE ELEMENT IS A COMPONENT OF, ANY COMMENTS. CORRECTIONS, AND/OR MODIFICATIONS NOTED ON THIS SHOP DRA`%.'ING/SUBMITTAL SHALL NOT RELEASE THE CONTRACTOR FROM SATISFYING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND THE COMPLETED PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN3 ALL FIELD DIMENSIONS, FIELD CONDITIONS, ALL PROCEDURES FOR CONSTRUCTION, ASSEMBLY, TECHNIQUES, MEANS. METHODS, SEQUENCES. CONSTRUCTION SAFETY. AND ANY COORDINATION WITH THE ASSOCIATE TRACES. ❑ APPRQVED DL _REVIEWER APPROVED AS NOTED 0 - .-241- U REJECTED. REVISE AND RESUBMIT DATE Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael George2@weye rh aeuser. com 6/1212013 3:31:23 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 1 of 15 iI F O R T E MEMBER REPORT Level, Floor: Joist PASSED 1 piece(s)14" TJI® 230 0 16" OC Overall Length: 16' 4" t a All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal.;Drawing is Conceptual Design ROMRFS Actual O notation Allowed React LDF toad: oonabbodan (P+tEem) Member Reaction (lbs) 534 @ 51/2" 1060 (1.75") Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 534 @ 51/2" 1945 Passed (27%) 1.00 1.0 D + 1.0 L (AN Spars) Moment (Ft -lbs) 206008-2- 4990 Passed (41%) 1.00 1.0 D + 1.0 L (Ali Spans) Live Load Defl. (in) 0.135 @ 8'r 0.385 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.175 @ 8' 2" 0.771 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) TJ -Pro- Rating 51 1 40 1 Passed — • Deflection aSeria: LL (L/480) and TL (L/240). • Bracing (Lu): AN compression edges (top and bottom) must be braced at S 715/16" o/c unless detailed of raise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32' Weyettlaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed dam. Additional considerations for the T] -Pro- Rating kxkde: Norte 0, , , Lade to Supports me) SUPPOIrb 7.111011 Aw11e6N Regahrd Deed WOor Total Aaceuoriee 1- Hanger on Single 2X DF plate 5.50' Harger- 1.75• 131 436 567 see note r 2 - Hanger on Single 2X DF plate 5.50" Hangers 1.75' 131 436 567 See note 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional Information and/or requirements. System : Floor Member Type :.bast Building Use : Residential Building code: IBC Design McUtorlob9Y : ASD Connector. Tie C ninecy" Support Elodal Bert Llonytlr Top Haft Flow delta Itentbar tWi AaaMwtes 1- Tap MWnt Hanger 1752.37/14 2.00' +10d x 1-1/2 2-10d x 1-1/2 N/A 2 - Top Mount Hanger ITS2.37/14 2.00" +10d x 1-1/2 2-10d x 1-1/2 N/A Loads Location Spacing Dead (0.50) Roar Lin (L00) Ootnnrartr 1 - uniform (PSF) 0 to 16 4' 16' 12.0 40.0 Residential - Uving Areas Notes Sloe Wkkh NeIgM I Location AYowW Show (Its) Actual Shea Ma) Raw@ Commen s 1- Circular (M) 7.50" 7.50• 5' 807 250 Passed (31%) Weyeritaetfaar Notes Weyertlaeuser warrants tlwt the siring of its products will be in accordance with Weyerhaeuser product design u16eria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to aarent Weyerhaeuser k'Oerature for installation details. (www.woodbywy mm) Accessories (Rlrn Board, Bloddng Panels and Squash Blocks) are not designed by this software. Use of this soRware is not intended to drarrwerR the need for a design professional as determined by the atatority having jurisdiction. The designer of record, builder or framer is responsible to assure that the calculation Is compatible with the overall project Products manufacimred at Weyerhaeuser facilities are third -party owtified to sustainable forestry standards. The product application, input design loads, dimensions and support nkirmation have been provided by Ryan Brayak Forte Software Operator Mike George -Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael.George2@weyerhaeuser.com ASU57AINABLE FORESTRY INITIATIVE 6/12/2013 3:31:23 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 2 of 15 iii F O R T E MEMBER REPORT Level, Floor Joist 2 PASSED 1 piece(s)117/8" T7I® 230 0 16" OC 0 Overall Length: 18' 4" 0 All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontai.;Drawing is Conceptual Deftn ResuMs AeGpd O Lecaton Allowed Rerult UW Load: Combilm for i (Pattern) Member Reaction (lbs) 534 0 5 1/2' 1060 (1.75") Passed (50%) 1.00 1.0 D + 1.0 L All Spans) Shear (lbs) 534 0 51/2" 1655 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2060 th 8'2" 4215 Passed (49%) 1.00 1.0 D + 1.0 L (AN Sparta) Live Load Defl.(in) 0.189 0 8' 115/16" 0.385 Passed (L/977) — 1.0 D + 1.0 L (Al Spans) Total Load Defl. (in) 0.246 @ 8' 115/16" 0.771 Passed (1.1751) — 1.0 D + 1.0 L (All Spans) TJ -Pro— Rating 45 40 Passed — I— Deflection a't'ria: LL (L/480) and TL (1/240). Bracing (Lu): AN compression edges (top and bottwn) roust be braced at 5'2" o/c unless detailed otherwise. Proper attachment and positioning of lateral trading Is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32" Weyertkieuser Edge'" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ -Pro'" Ratkg include: None send" (os& to support (ew) SUM" Teal AMR" RequNad Dead PAW t Tobi Aooasamias I - Hanger on Single 2X DF plate 5.50" Hangers 1.75" 131 436 567 See nate 1 2 - Hanger on Single 2X DF plate 5.50' Hanger' 1.75" 131 436 567 See nate 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. System : Flow Member Type : Joist BWlding Use: Residential Building Code: IBC Design Methodology: ASD Co MaKto 1 7%CODuedm Sao"" Mold seat L wwm Top rtes Faoa Mays Mem6ar tithes 7A=WWON 1 - Tap Mount Hanger 1752.37/11.88 2.00" 4-iod x 1-1/2 2-iod x 1-1/2 N/A 2 - Top Mount Hager 1TS2.37/11.88 2.00' 4-10d It 1-1/2 2-10d x 1-1/2 N/A Los& Location spacing Dead (0.90) Floor LM (1.00) C anent 1 - Uniform (PSF) 0 to 16 4" 16" 12.0 40.0 Resldahtal - Uving Areas HOW SIM Uilidfh I H&W I Location ARowea Now (los) Acid SMar (Rea) I ltowk o mmatt 1- Circular (L) 7.50" I 7.5(r IT 493 367 1 Passed (74%) Ed Member NoEes Flow Joist *2 Please note that Oils hole as well as the previous cak assumes for no off set bearing walls above. If loading wnditons are different please contact me to dhange the cak. Mire George 631-774-7035 Weyafiaaser warrants tort the Siang of Its products will be In accordance with Weyerhaeuser product design Oteria and publidhed deslgn values. Wkyetraetser expressly disclaims any atter warranties related to the sottwrare. Refer to current Weyerhaeuser literature far installation details. (www .woodlhn y.com) Amies (Rkn Bond, Blocking Panels and Squash Mods) are not designed by ft software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calcvlato n Is compatible with the overall project. Products manufactured at Weyerhaeuser fad are third -party certified to sustainable forestry standards. The Product application, input design bads, dimensions and support Infomuaton have been Provided by Ryan Brayak Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (63 1 )774-7035 orient NY Michael.George2@weyerhaeuser.com (0 SUSTAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:23 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 3 of 15 ( F O R T E MEMBER REPORT Level, Floor Joist 3 1 piece(s)14" 7310 360 0 16" OC Overall Length: 12' 2 318' 0 11'3318• T fl All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal.;Drav ung is Conceptual Results AetON q LaCrUM Asowed writ WF Los* CmehinWJM (POUNn) Member Reaction (lbs) 391 @ 51/2" 1080 (1.75") Passed (36%) 1.00 1.0 D + 1.0 L (AN Spare) Shear (lbs) 391 @ 11'8 7/8" 1955 Passed (20%) 1.00 1.0 D + 1.0 L (AN Spans) Moment (Ft -lbs) 1103 0 6' 13/16" 7335 Passed (15%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.040 0 6' 13/16- 0.282 Passed (LJ999+) — 1.0 D + 1.0 L (AllSparks) Total Load Defl. ()n) 0.052 @ 6' 13/16" 0.564 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) TJ-Pl Rating 63 40 Passed — VeneCtlOn criteria: LL (L/4W) and TL (1.1241)). Bracing (Lu): AN compression edges (bop and bottom) must be braced at 8' 611/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stablsty. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyertaeu ser Edge"' Panel (24" Span Rating) that Is glued and nailed down. Additional considerations for the TJ -Pro- Rating inctude: None Mrrrinp Loads to SUPports (me) SUPPOU TOW AnNe6N RaptNW Dead Fb- Lie TOW AOoaeeorlae I - Hanger on N/ DF plate S.Sr Hanger' 1.75° 98 325 423 See note' 2 - Hanger on N/ DF plate 5.50' Han 1.75• 98 325 423 See note ' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or require encs. PASSED System: Floor Member Type: Joist Building Use: Residential Building Code: IBC Design Metlwdology, : ASD COltllem . anipson ftm 0% Connectors SnpPort MOAN So t - 0th TOP IIaW Face fldta Marnhu Nose AoowprMs 1- Top Mound Hanger ITS2.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A 2 - Top Mound Hanger ITS2.37/14 2.0(" 4-tod x 1-1/2 2-10d x 1-1R N/A Loads tocaUoOSpacing Bead (0.90) Floor Litre (1..09) COauromb 1 - Uniform (PSF) 0 to 12' 2 3/8" 16" 12.0 40.0 Residential - Living Areas Holes Size VAMn t4eraht L.oadloe ABo..w Sre..r (Ib.) AoW.r WNW tR») 1e0.a0 Mr.rreLant. I - Ccaular (M) 7.50" 7.50" 3' 811 227 Passed (28%) 2 - Circular (M) 7.50" 7.50" 9' 811 215 Passed (27%) Membw Notes Ryan on this one A looks Oke you can get as dose as 3' off the bearing then then you have to be at least 5'-0" apatt normaly, it is much closer but I think this has to do with the holes being square. weyerhaeuw NOW Weyeiheense warrants that the string of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly dtsdalrs arty otirer warranties related to the software. Refer to amen[ Weyernaeser literature for Installation details. (www.woodbywy.mm) Accessories (Rim Board, Bbcklg Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to arcvmvent the need for a design professional as determined by the audority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyertiaenser facilities are third -party certified to sustainable forestry standards. The product appikation, input design bads, dimensions and support Information have been provided by Ryan Brayak Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael.George2@weyerhaeuser.com A& 51.15TAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:24 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 4 of 15 i�I F O R T E MEMBER REPORT Level, Floor Joist 4 1 piece(s)14" T3I0 360 0 16" OC Overall -12' 2 are" I �. 11'3 318' 19 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hortontal.;Drawing is Conceptual Design Resta dg Adel O LDCBUM Allowed ReaIR LDF Los: Combl wtlon (Fie tern) Member Reaction (lbs) 391051/2- 1080 (1.75') Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 3910 11'8 7/8" 1955 Passed (20%) 1.00 1.0 D + 1.0 L (Al Spans) Moment (Ft -lbs) 1103 0 6' 13/16" 7335 Passed (15%) 1.00 1.0 D + 1.0 L (AII Spans) Live Load Defl. (in) 0.040 0 6' 13/16" 0.282 Passed (L/999+) — 1.0 D + 1.0 L (AN Spans Total Load Dell. (in) 0.052 @ 6' 13/16" 0.564 1 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) T3-ProTM Rating 63 40 Passed — ueene: u it/9au/ ane IL ty[vu). • Bracing (Lu): N comprewlon edges (tap and bottom) must be braced at 8' 611/16" o/c unless derailed otherwise. proper attachment and positioning of lateral bracing is required to achieve member st"Itil, ' A structural analysis of the dedc has not been perfionrned. Deflection analysis is based on composite action with a single layer of 23/3r Weyerhaeuser Edge- Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ -Pm- Raft Include: None 0 , . Lola to supports (sa) suppwb Total AvaRabla Rorpdnd Dead poor Tat Ameworl. 1- Hang®' an N/ OF plate 5.50" Manger, 1.75" 98 325 423 Sea note ' 2 - Hanger on N/ DF plate 5.50" Hanged 1.75" 98 325 423 See note 1 • m rrarlger supports, me n oma uearrng o menmon Is equal to the width of the material that Is supper" the hanger • ' See Connector grid below for additional information and/or requiremrxds. PASSED System : Floor Member Type : 3cist Building Use : Residential Building Code :18C Design McUadolM : ASD COM"KtOr: its Coertemm SUPP-t Model Sart Lata--- I Top Napa Fano Nolo 14ewber Naas Aooewafoo I - Top Mount Hanger 1752.37/14 2.00" 4-10d x 1-1/2 2-lod x 1-1/2 N/A 2 - Top Mount Hanger 1152.37/14 2.00" 4-10d x 1-1/2 2-lOd x 1-1/2 N/A Loads LowUon Spalding Dead (0.!0) Boor Live (1.00) Cawnarb 1 - Uniform (PSF) 0 to 12' 2 3/8' 16" 12.0 40.0 Residential - Uving Areas Holes SIM! WkNh Haight LocaUan AAmW slow Me) Aalust SMar (lbs) Result Como 1 - CirciAa (M) 7.50" 7.50" 3' 811 227 Passed (28%) 2 - CUaular (M) 7.50" 7.50" 9' 811 215 Passed (27%) WaWhaetwe4 IIOEes V&Terhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly dlsdaims any other warranties related to the software. Refer to cameo[ Weyerhaeerser ilteature for installation details. (www.wm bYwV.com) Accessories (Rim Board, Blocllg Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to draumvent the need for a design professional as determined by the aulhortry having jurisdiction. The designer of record, bulder or framer Is responsible to assure that this calculation Is compatible with the mena8 project. Products manufactured at Weyertaeuser facilities are third -party, certified to sustainable forestry standards. The product application, Input design bads, dimensions and support information have been provided by Ryan Brayal Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael,George2@weyerhaeuser.com 10 SUSTAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:24 PM Forte A.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 5 of 15 �1 F O R T E MEMBER REPORT Level, Floor Joist 5 1 piece(s)14" T3I0 360 0 16" OC 0 Overd Length: 18' 3117 15'4 U2" 0 All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal.;DravAng is Conceptual DedW RA=ft Achill O Lowtlon Allowed Restdt LDF toad: CombMutloe (Pother) Member Reaction (lbs) 533 0 5 1/2" 1080 (1.75") Passed (49%) 1.00 1.0 D + 1.0 L (All Spam) Shear (lbs) 533051/2- 1955 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2049 @ 8' 13/4" 7335 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.117 0 8' 13/4" 0.384 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) Total Load Dell. (in) 1 0.152 @ 8' 13/4" 0.769 Passed (L/999+) — 1.0 D + 1.0 L (AN Spans) T)-ProTM Raring 53 40 Passed — • Deflection vitela: LL (1.1480) and TL (1/240). Bracing (Lu): All compression edges (bop and bottom) must be braced at 6 3 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bradng Is required to achieve member stability. A stnxtural analysis of the deck has not been perfomred. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge"" Panel (24" Span Rating) that is gkied and nailed down. • Additional considerations for the 73 -Prom Rating include: None saw" Look to support (16s) JUppn ho TOM AtAOabM Reptdnd Dead poor TOW Accessories 1,11114 Hanger on NJ OF plate 5.50" Hanger' 1.75" 130 434 564 See note t - Hanger on N/ DF plata 5.50" Hanger' 1.75" 130 434 564 See note' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional irftmation and/or mquirernents. 0 PASSED System: Floor Member Type : Joist Building Use: Residential Building Code: IBC Design MetltoddOgy : ASD CA/n1eCbD1: -- Cannel SUP"" Model Sat Left* Tap tufa Faca GaNe Mania Meft AOoMwift 1 - Top Mount Hanger 1752.37/14 2.00" 4-10d x 1-1/2 2-30d x 1-1/2 N/A 2 - Top Mount Hanger 17$2.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A Laub Location Sped" Dead (0.70) Fbw LWO (1.00) connuatta 1 - Uniform (PSF) 0 to 16' 3 1/2' 16' 12.0 40.0 Residential - Living Areas Holes(Size YV1Ul1t iNioht Location ANowrrd Stew (lbs) Adel show Pte) pimult Connnenu 1 - GroAar (M) 7.50' 7.50" 3' 811 365 Passed (45%) 2 - a=lar (M) 7.50" 7.50" 6' 811 210 Passed (26%) 3 - Circular (M) 7.50• 7.50° 9' 811 210 Passed (26%) 4 - Ckcular (M) 7.50' 7.50" 1T 811 289 Passed (36%) Member Notes his one has to get set to my engineering office to look at Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael. George2@weyerhaeuser.com 6/12/2013 3:31:24 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 6 of 15 NobB wetatwerser warrants that the smV of ft products YA be In amordanoe with weyed aew product design orkvla and published design values. Weyerhaeuser a pu* dlsdalm arty diw wxranties related to the software. Refer tb ament WeMtweuse► Iiterearrefor klAag t- details. (www.woodbywy.aom) Ammswies (Rim Board, Mod" panels and Swish Mods) are not designed by Utas soRware. Use of Oft sottwere Is not Intended to dramww t the need for a design professlorwl as determined by the autarky having jwWktbn. The designer of record, builder or framer Is responsble to assure Uwe this calculation Is co npatlbk with the overall project. products manufactured at Weyerhaeuser facilities are third -party oertlfled to susrahwble forestry standards. The product application, input design bads, diner ons and support Infomatiort have been provided by Ryan WwYak Forte Software Operator Mike George Weyerhaeuser (631)774-7035 Michael.George2@weyerhaeuser.com Markel Wedge Residence 100 Harbor Rd Orient NY ASUSTAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:25 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 7 of 15 II F 0 R T E MEMBER REPORT Level, Floor Joist 6 1 piece(s)14" TJI® 360 0 16" 0C Overall Length: 16 31/2" 0 1 , 6` 1S41rr All locations are measured from the outside (ace of left support (or left cantilever end). AN dimensions are hor¢ontal.;Drawirg Is Conceptual Deallgin ltl WAW Ackud O LO,aUoa Allowed Rnrlit LDF Loauk Co aWaMm (Patera) Member Reaction Ibs) 533 @ 5 1/2" 1080 (1.75") Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 533 0 51/2" 1955 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2049 0 8' 13/4" 7335 Passed (28%) 1.00 1.0 D + 1.0 L (Al Spans) Live Load Defl. (in) 0.117 0 8' 13/41 0.384 Passed (L/999+) — 1.0 D + 1.0 L (Ail Spans) Total Load Defl. (in) 0.152 0 V 13/4" 0.769 Passel (L/999+) — 1.0 D + 1.0 L (All Spans) TJ ProTM Rating 53 40 Passed — - uc ra.uu, anew: u tL440U) ane ,L WA W). Bradng (Lu): AN compression edges (top and bottom) must be braced at 6' 3 5/16" o/c unless detailed otherwise. Proper attach,nent and positioning of lateral bracing Is required to achieve member staWNty. • A structural aralysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32" weVerhaeuser Edge- Panel (24" Span Rating) that is glued and nalled down. • Additional mWderations for the T1 -Pro- Rating Include: None �0 loader m slhgorb M.) SUPPOrtill Toth AnNel,ra Ragtited DMd vbw Tobi AOoaaariaa Lkv 1- Hanger on W DF plate 5.50" Hanged 1.75 130 434 564 See nobs 2 - Hanger on N/ OF plate 5.50' Hager' 1.75' 130 434 564 See note ' • nes 1W %" WJPPWns, W,e i Wka year i g aunerA7orn is equal to vie w100h of vie matemt that is supporting the hanger • ' See Connector grid below for additional i,fartwtlon and/or requirements. 0 PASSED System : Floor Member Type: Joist Building Use: Residential Bulk" Code: IBC Design Methodology : ASD COIIBD tr. skillipmn ch n 1I.T19 Cordw 01'S 9111111port I Sat Low* TOP mica Fop "ars atimb- "era ACOaasoeNs 1- Tap Mount Hanger n 52.37/14 2.00' 4-I0d x 1-I/2 2-10d x 1-1/2 WA 2 -Tap Mount Hanger IT52.37/14 I 1 2.00' 4-10d x 1-1/2 2-10d x 1-1/2 N/A Wei Boeatlaet Sperling Dead (0-90) Fbor Lara (100) Coawetreb 1 - Uniform (PSF) 0 to 16' 31/2' 16" 12.0 40.0 Residential - Lkft Areas Hobo WAft Hdpht LOCoROet ArowedSher(ba) Aebplaftaar(lea) mama COattttaetb I - Circular (M) 7.50" 7.50' 3' 811 365 Passed (45%) 2 - arc alar (M) 7.50' 7.50' 8' 811 210 Passed (26%) 3 - Circular (M) 7.50' 1 7.50" 13' 811 348 Passed (43%) YVbyMJrhaeuserPlln me Wlierheemser warrants that the sizing of Its products Will be in accordance with Weyerhaeuser product design criteria and published design values. Weverfiaekuser expressly disclaims any other warrantles related to the soflvuare. Refer to current Weyerhaeuser IlletaWre for Installation de ail& (www.woodbywy.com) Accessories (Rim Bond, Blocking Panels and Squash blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the ali horny having Ax on. The designer of record, builder or framer is responsible to assure that tits calculation Is compatible with the overall project. Products manufactured at Weyertmeiviser facilities are third -party certified to sustainable kxestry starndards. The product application, input design bads, dimensions and support information have been provided by Ryan Bravak Forte Software Operator Mike George Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael.George2@weyerhaeuser.com AALSUSTAINABLEFORESTRY INIUATIVE 6/12/2013 3:31:25 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 8 of 15 Forte Software Operator Mike George ( Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael. George2@weyerhaeuser.com 6/12/2013 3:31:25 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 9 of 15 MEMBER REPORT Level, Floor Joist 7 PASSED 1� F RTE 1 plece(S)14" THO 360 016" OC 0 Overall Length: 16' 312" 15" 412• All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal.;Drawing is Conceptual Deal PASUIM Ariuel O 1041tlon Allowed wewt LDF LOS& Cam6MMtiM (Palttem) Member Reaction (lbs) 533 @ 51/2" 1080 (1.75") Passed (49%) 1.00 1.0 D + 1.0 L (AN Spans) Shear (lbs) 533 @ 5 1/2" 1955 Passed (27%) 1.00 1.0 D + 1.0 L (AN Spans) Moment (Ft -lbs) 2049 0 8' 13/4" 7335 Passed (28%) 1.00 1.0 D + 1.0 L (AN Spans) Live Load Deft. (in) 0.117 @ 8' 1314- 0.384 Passed (L/999+) — 1.0 D + 1.0 L (AN Spans) Total Load Deft. (in) 0.152 @ 8'13/4" 0.769 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) T3 -Pro- Rating 53 1 40 Passed — — • Deflection criteria. LL (L/480) and TL (11240). Bracing (W): At compression edges (top and bottom) must be braced at 6 3 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral braeng Is required to addeve member stability. • A structural analysis of the deck has not been performed. • Deflection analysis Ls based on composite action with a single layer of 23/32" Weyerhaeuser Edge' Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TI -Pro- Rating include: bone New" Look to suppertw (tie) supports TOM Avapeble Regtied Deed ftoer Tefal AooeeeorW 1- Hanger on N/ OF plate 5.50" Hangers 1.75" 130 434 564 See note r 2 - Hanger on N/ DF plate 5.50" Harger� 1.75" 130 434 564 See note 1 • At hanger supports, the Trial Bearing dimension is equal to the width of tine material that is supporting the hanger • i See Connector grid below far additional Information and/or requirements. System : PAw Member Type: Joist Building use : Residential Building Code: IBC Design Methodology : ASD Tw Contwx2OrS 211111111111111111tModel fleet LMgth Top Nape Faae lids Member Naas AooaesarM 1- Top Mount Hanger rM 37/14 2.00" 4-10d x 1-12 2-10d x 1-1/2 N/A 2 - Top Mount Hanger 1752.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A L.os& Locom Spwft Dead (0.90) floor LM (1.00) Cammeob 1 1 - Uniform (PSF) 0 to 16' 3 1/2" 16" 12.0 40.0 Residential - Uvlg Areas HOOT (Sto) I wwlh Haight- Logdlott AIbwW Slwar (be) Adual Sha (the) React CoemLeele 1- Draular (M) I 7.50" I 7.50" 3' 811 365 Passed (45%) 2 - Ci aAw (M) 7.50" 1. 7.50" 13' 811 348 Passed (43%) wQywheouser Note's Weyerhaeuser warrants that the Shang of its products will be in accordance wall Weyerhaeuser product design alteria and published design values. Weyerhaeuser elpressly, disclalns any other warranties related to the software. Refer to cement Weyerhaeuser kel re for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocltng Panels and Squash Blocks) are not deigned by the software. use of this software 6 not intended to clarmventthe need for a design prolessional as dellemNned by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser fad are third -party certified to sustainable br'eshy standards. The product application, input design bads, dimensions and support Information have been provided by Ryan Brayak Forte Software Operator Mike GeorgeMarkel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael.George2@weyerhaeuser.com IV SUSTAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:25 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 10 of 15 2 F 0 R T E MEMBER REPORT Level, Floor Joist 8 1 piece(s)14" T3I0 360 0 16" OC 0 Overall Length: 16'3" a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hor¢ontal.;Drawing is Conceptual • Deflection criteria: LL (L/480) and TL (L/240). Bracing (Lu): At compression edges (top and loxton) must be braced at G 3 9/16• o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to adhiem member stability. A structural analysis of ft deck has not been performed. Deflection analysis is basal on composite action with a single layer of 23/32" Weyehaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the T) -Pro'"' Rating include: None ftwW0 Lode to ftPPwe (NO) TOW Avagahia Required Dad lUwe TOW Accommoriae 1- Hanger on N/ OF plate 5.50" Hanger- 1.75" 130 433 563 See note 3 2 - Hanger on N/ OF plate 5.50" Hangers 1.75" 130 433 563 See note • At hanger supports, the Total Beating dirtwnsiorh is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requinsrents. 0 PASSED System : Floor Member Type : 3oist Building Use: Residential Building Code: IBC Design Metiodology : ASD Contlector. n!! CtN1tItEt EQrS SUP"" MOdal Surat LanOfh Top ft% FWA NOW ltearber Neft Aaaeeeeris 1 - Top Mount Hanger IT52.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 WA 2 - Top Mount Hanger 1752.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A 1.0111111111111 AdrW O tOCOM ANowd Rewdt LDF teed COWAdabohm (Pattern) Member Reaction (Its) 532 @ 15 91/2" 1080 (1.75") Passed (49%) 1.00 1.0 D + 1.0 L (AII Spans) Shear (lbs) 532 @ 51/2" 1955 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (R -lbs) 2038 @ 8' 11/2- 7335 Passed (28%) 1.00 1.0 D + 1.0 L (AII Spans) Lire Load Def). (in) 0.116 @ 8' 11/2" 0.383 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.151 @ 8' 11/2" 0.767 Passed (L/999+) — 1.0 D + 1.0 L (All Spans) TJ -Pro- Rating 53 40 Passed — • Deflection criteria: LL (L/480) and TL (L/240). Bracing (Lu): At compression edges (top and loxton) must be braced at G 3 9/16• o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to adhiem member stability. A structural analysis of ft deck has not been performed. Deflection analysis is basal on composite action with a single layer of 23/32" Weyehaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the T) -Pro'"' Rating include: None ftwW0 Lode to ftPPwe (NO) TOW Avagahia Required Dad lUwe TOW Accommoriae 1- Hanger on N/ OF plate 5.50" Hanger- 1.75" 130 433 563 See note 3 2 - Hanger on N/ OF plate 5.50" Hangers 1.75" 130 433 563 See note • At hanger supports, the Total Beating dirtwnsiorh is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requinsrents. 0 PASSED System : Floor Member Type : 3oist Building Use: Residential Building Code: IBC Design Metiodology : ASD Contlector. n!! CtN1tItEt EQrS SUP"" MOdal Surat LanOfh Top ft% FWA NOW ltearber Neft Aaaeeeeris 1 - Top Mount Hanger IT52.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 WA 2 - Top Mount Hanger 1752.37/14 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A 1.0111111111111 IOoriYorr StNdno Dad (0.110) rbw Lira (IAO) Cornnrrente 1 - Uniform (PSF) 0 to 16 3" 16" 12.0 40.0 Residentlal - LNkg Areas Hole. Stas Widtlr Raw , ., U n AMaead Sheer (iba) AahrN Show Ma) Raoult comment 1- annular (M) 7.50" 7.50" 1 3' 811 364 Passed (45%) 2 - Cnadar (M) 7.50" 7.50• 13' 811 349 Passed (43%) Weyerhaeuser warrants that the siting of its products will be In aamrdance with Weyerhaeuser product design c ibis and publislhed design vahres. Neyerhaeuseir expressly dkdaims any other warranties related to the software. Refer tD anent V&WIhaeuser literature for installation details. www.woodbywy.corn) Accessories (Rim Board, Blocs g Panels and Squash Blod(s) are not designed by this software. Use of this software is not Intehded to icumverit the need for a design professional as determined by the auhtilonily having jurisdiction. The designer of record, builder or framer is responsible to WAITe that this calculation Is compatible with the 010ena8 pro)ect. Products manufactured at Weyerhaeuser Willies are thud -party certified to sustainable ureshy standards. the product application, Input design loads, dimensions and support Information have been provided by Ryan Brayak Forte Software Operator Mike George Weyerhaeuser (631)774-7035 Michael.George2@weyerhaeuser.com TSUSTAINABLE FORESTRY INITIATIVE Job Notes 6/12/2013 3:31:25 PM Markel Wedge Residence Forte v4.1, Design Engine: V5.7.0.245 100 Harbor Rd 5-25-13 Markel Wedge Res round hole cut.4te Orient NY Page 11 of 15 iI F O R T E MEMBER REPORT Level, Floor Joist 9 PASSED 1 piece(s)117/8" TJI® 360 0 16" OC 0 Overall Length: 1& 3' d b 0 O 0 8 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontai.;Drawirg is Conceptual Design Results Atxtral O LOCRUM ANaead Reaadt LDF -oaf Com6NMlan (Pattern) Member Reaction (lbs) 716 0 51/2" 1080 (1.75') Passed (66%) 1.00 1.0 D + 1.0 L (Al Spans) Shear (lbs) 716051/2- 1705 Passed (42%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2743 @ 8' 11/2" 6180 Passed (44%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Deli. (in) 0.162 0 8' 11/2" 0.307 Passed (L/999+) — 1.0 D + 1.0 L (AN Spans) Total Load Defl. (in) 0.283 0 8' 11/2" 0.767 Passed (L/650) — 1.0 D + 1.0 L (All Spans) T) -Pro- Rating 48 40 Passed — —77-71 Deflection oiberia: LL (1./600) and TL (1/240). Bracing (W): M compression edges (top and bottorn) must be braided at 4' 113/8" o/c unless detailed otherwise. Proper altacitment and positioning of lateral bracing Is required to adliF%* member stability. A stnuburail analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32" Weyertiaeuser EdW" Panel (24" Span Rating) OW is glued and nailed dorm. Additional considerations for the TJ -ft— Rating Include: None 0 , Loads 10 flrPPate (lbs) Total AraYabb I IOpdnd Dead llOor Total AOcasamles I - Hanger on W DF plate 5.50" Hangers 1 1.75" 325 433 7% See note 1 t - Hanger on W DF plate 5.50" Hanger' 1.75' 325 433 758 See note 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material Cwt is supporting the hanger • 1 See Connector grid below for additional hdomation and(or requirements. System :Floor Member Type: Joist Building Use: Residential Building Cade : IBC Design Medx)dology : ASD Conneftr: SWapeon rTle Comlec M 5 p 1 ModM SM LwrgNh TOP Nails bads Naha ltsraber NMb Aooessplas 1- Top Mount Hanger rrS237/11.88 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 WA 2 - Top Mount Hanger ITS2.37/11.88 2.0(' +Sod x 1-1/2 2-10d x 1-1/2 WA Holes Stm Wkldr HW$M Dead Fbaer Uwe ilii Show (tin) LOedi LOcatlon 1psCNp (Q90) (1A0) cprrwenb 459 Passed (71%) 2 - Cara" (M) 6.50" _ 6.50" Master Bathroom with mud and I - Uniform (PSF) 0 to 16 3" 16• 30.0 40.0 tie. Estimated weight? Holes Stm Wkldr HW$M Location Allowed Show (lbs) ilii Show (tin) Res" CommMrb 1- Circular (M) 6.50' 6.50' 3' 4" 648 459 Passed (71%) 2 - Cara" (M) 6.50" _ 6.50" 7 648 210 Passed (32%) 3 - Circular (M) 6.50' 6.50" 10' 648 228 Passed (35%) 4 - araular (M) 6.50" 6.50" 13' 648 466 Passed (72%) 4ember Notw rrai area below bathroom 2' of mud and tile (rat stone) Forte Software Operator Mike George Weyerhaeuser (631)774-7035 M ichael. George2@weyerh aeu ser. corn Job Notes 1 6/12/2013 3:31:26 PM Markel Wedge Residence Forte v4.1, Design Engine: V5.7.0.245 100 Harbor Rd 5-25-13 Markel Wedge Res round hole cut.4te Onent NY Page 12 of 15 Weveltmeuser warrants that the sizing of as products will be In accordance with Weyerhaaw product design criteria and publrsiried design values. Wevertummer atpressly disciaims any other warranties miated to the software. Refer to current Weyerhaeuser IiberaWre for installation details. (www .woodbywy.corn) Accessories (Rim Board, Nodding Panels and Squash Nodcs) are not designed by this software. Use of this software is not intended to cirzanverd the need for a design professional as detxrlfned by the authority having jurisdiction. The designer of record, tKjW or framer is responsible to assure that this calculation is Compatible with the overall project. products manufactured at Weyerhaeuser fadNies are thi d -party certified to sustat>able forestry standards. product appilcotion, input design bads, di nensions and support infamlatim have been provided by Ryan Brayak Forte Software Operator Mike George I Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631) 774-7035 Orient NY Michael. George2@weyerhaeuser.com ITSUSTAINABLE FORESTRY INITIATIVE 6/12/2013 3:31:26 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 13 of 15 ;91 F O R T E MEMBER REPORT Level, Floor Joist 9e 1 pieces) 91/2" T3I® 230 0 12" OC Too many holes in span 0 to 15'4". 0 Overall Length: 16 r WE Eb ctj 0 1 I 1 I 0 All locations are measured from the outside face of left support (or left cantilever end). Al dimensions are hor¢ontal.;Drawing is Conceptual RUUks Adral O Le agen ANowed lits" LOF Load: calrWnstlorr (natter) Member Reaction (lbs) 537 @ 5 1/2" 1060 (1.75") Passed (51%) 1.00 1.0 D + 1.0 L (Al Spans) Shear (lbs) 537 @ 51/2" 1330 Passed (40%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2057 @ 8' 1112" 3330 Passed (62%) 1.00 1.0 D + 1.0 L (Al Spans) Live Load Dell. (in) 0.229 @ 8' 11/2" 0.307 Passed (L/803) — 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.401 @ 8' 11/2' 0.767 Passed (L/459) — 1.0 D + 1.0 L (AO Spans) TI -Pru- Rating 41 40 Passed — — LMMalOn Qlliena: LL (L/bW) atla IL BracM (Lu): At mtgiresion edges (top and bottom) must be braced at 4' 6 9/16" o/c unless detailed otlewise. Propel attachment and positioning of lateral bracing 15 MOW to adlieve member stablay. A structural analysis of the deck has not been perfomled. Deflection analysis Is based on composite action with a single layer of 23/32• Weyerhaeuser Edge— Panel (24" Spar) Rating) that is glued and nailed down. Additional considerations for the TJ -Pro"' Rating include: None tlarYg Leak to $agwrb (W) StlP1111Ot'if Toad Av.111" Nrlrad Dead *O0r TOW Acaeeuwiae 1- Hanger on N/ DF plate 5.50" Hangers 1.75' 244 325 569 See rote s t - Hanger an N/ OF plate 5.50" Hangers 1.75' 244 325 569 See ride s • At hanger supper% the Total Bearing dimension is equal to the width of the material that is svpporurg the hanger • s See Connector grid below for additional information and/or requirements. 0 FAILED System : Floor Member Type: Joist Building Use: Residential Building Code: IBC Design Meted gy : ASD :a0mectio : Simpson soon a -Tie COtltllCtDt'i suplot LMa11N Sant Law* Top lab Face laSa eNnn4er Taft Atxeeamtes 1- Top Mound Hanger 1752.37/9.5 2.00" +10d x 1-1/2 2-10d x 1-1/2 N/A 2 - Top Mound Hanger 1752.37/9.5 2.0(r +30d x 1-1/2 2-iod x 1-1/2 N/A HailesSke 111111141" 11810 Dead PAW Live Show LOads Lowtlon Spadry (0-96) CLOD) t 0"lata"te 372 Failed (102%) 2 - RectsrWlar (L) 10.00" 4.00" Masts Bathroom with mud and I - Uniform (PSF) 0 to 16 3" 12" 30.0 40.0 Me. Estimated welgW HailesSke 111111141" 11810 Loeatio" Allowed Shaer (!e) Actual Show 1 - Rectangular (L) 10.00' 4.00" 3' 4" 364 372 Failed (102%) 2 - RectsrWlar (L) 10.00" 4.00" T 364 210 Passed (58%) 3 - Rectangular (L) 10.00" 4.00' 10' 364 210 (58%) 4 - Rectangular (L) 10.00" 4.00' 13' 364 378 ed (104%) Smat area below badvoonl 2" of mud and the (not stone) Forte Software Operator Mike George Weyerhaeuser (631)774-7035 Michael. George2@weyerhaeuser.com CONDITION NOT USED 6/12/2013 3:31:26 PM Markel Wedge Residence Forte v4.1, Design Engine: V5.7.0.245 100 Harbor Rd 5-25-13 Markel Wedge Res round hole cut.4te Onenl NY Page 14 of 15 Weyahaeuserwarrants that the sizing of Its prodr#s will be In amordence with Weyerhaeuser Product design aitaft and published design values. Weyerhaeuser elpressty disd*m any other warranties related to the software. Refer to cutrant Weyerhaeuser literature for installation details. (www.woodbywy.aom) Accessories (Rim Board, Blocking Panels and Squash Mocks) are not desigrhed by this software. use of this software Is not intended to circumvent the need for a design professional as detvmined by the authority having Jurisdiction. The designer of record, builder or franker is responsble to assure that this calculation is compatible with the overall project. Products manufadured at Weyertkae ser facilities are thid-party certified to sustainable forestry standards. Product application, ingR design bads, dirnensions; and support information have been provided by Ryan Brayak Forte Software Operator Mike George I Markel Wedge Residence Weyerhaeuser 100 Harbor Rd (631)774-7035 Orient NY Michael.George2@weyerhaeuser.com A SUSTAINABLE FORESTRY INITIATNE Ir 6/12/2013 3:31:26 PM Forte v4.1, Design Engine: V5.7.0.245 5-25-13 Markel Wedge Res round hole cut.4te Page 15 of 15 OE��G ; ��'`� e �/ EXISTING SEPTIC TANK AND / SANITARY LEACHING POOL TO BE ABANDONED AND REMOVED C ACCORDING TO SCDHS REGULATIONS. EXISTING WELL IN BASEMENT OF EXISING RESIDENCE. TO BE DEMOLISHED IN ACCORDANCE WITH CURRENT PRIVATE WATER SYSTEM STANDARDS OF THE SUFFOLK COUNTY HEALTH DEPARTMENT. a �D EXISTING RESIDENCE, GARAGE, DECK, OPEN SHOWER, DRIVEWAY, SANITARY SYSTEM, AND U13UTIES TO Of/ DEMOLISHED / REMOVED.Rr/ PROPOSED LOCATION � / J cam•/ 4e Cry, f� EXISTING CLEARED AREA TO BE REVEGETATED AND ESTABLISHED AS LANDSCAPE BUFFER (APPROX. 1.128 SF) 01— TEST TEST HOLE TH-1 10-11-2010 EL=5.1 BY SURVEYOR AT HIGH TIDE -Xd*Y• PROPOSED RETAINING WALL V` 1 yP (1 C,F V 25 25 zo� _ DE '.PROPOSED i FOUR (4) =, 6FDROOM RESIDENCE (2 STY.) \ 5Q O I P\ DECK 9-%�`r�� / �\ \ bo PROPOSED STORMWATER RETENTION BASIN (REFER TO DETAIL) BS - .-// DARK BROWN SILTY LOAM OL 0.5' SITE PLAN BROWN COARSE SAND SW SCALE: 1" = 40' � WITH N Mp\N HEAVY0 40 80 \O5 OJAee+�•9g GRAVEL 2 � y WATER 42' Q lks ei1 PROPOSED (6) B' DIA. x 2' ED SANITARY SCALE: 1" = 40' WATER J� o e L�gk� o IN BROWN -PROPOSED 8' DIA - 1,200 GAL SEPTIC TANK ' FINE TO 'o- ! FE .•-, J COARSE SW a u, SAND - WITH w HEAVY N GRAVEL C - CONCRETE PAVERS 10.2' BS - .-// / PR X251 RDFS SDFUTUREEXPANS N Mp\N \O5 OJAee+�•9g 2 � Q lks ei1 PROPOSED (6) B' DIA. x 2' ED SANITARY _ J� o e L�gk� LEACHING POOLS (REFER TO DETAIL ON OC • SHEET 2 OF 3) � -PROPOSED 8' DIA - 1,200 GAL SEPTIC TANK l� ORC HARD S 'o- ! FE .•-, J (REFER TO DETAIL ON SHEET 2 OF 3) i E ::•..--.: O , '(� PROPOSED DRIVEWAY ON PERMEABLE INTERLOCKING Si N C CONCRETE PAVERS SLP SLP ♦s q/'� py SLP SLP SL O OPOSED 1.2 FT. DEEP PERVIOUS GRAVEL SLP DR A GE AREA BENEATH PROPOSED DOUGLAS `ST tiry �. DRIVEW OR STORMWATER MANAGEMENT. RD GRAVEL TO 2 TYPE GRAVEL OR SIMILAR. ^ 1V1 ST PROPOSED RETAININ L V I C I N I TY M A P 150.9 ARATIR NG WELL I ! I 1. O / O/i ROM NEIGHB SCALE: 1" = 2,000' � II RD ITE % /' I I l l I I I I llI I I. ... \\ 0 2,000 4,000 1 ,���I Illlllll 11 3. enc 1111 ' !11!!1 I !!I.l.l!l. Illi '� SCALE -1"=2,000' �,I�� 111.111..' 1111111. II \ EXISTING WOODED AREA I TO REMAIN llI Illllll.l..' \ 1 411.11.11.11.,1,11.1 1 1 1',Ii' i 1 1 1. l!!` 1 1 1 Exr�►�aYrow trWIECTM REQMW ISR &WTMY SYSTM Mr H� PK PA SURVEY PROVIDED BY: JOHN C. EHLERS LAND SURVEYOR l l I l I I I an onmg* of existing sanitary system must be in SURVEYED: 05-27-03, 07-01-03 I 50'F 5 AMENDED: 07-09-03,09-29-03 I N,"E'L�o �78� I 1 l I I comfb-r� e wi!h department requirement Submit FEMA REVISION: 06-06-10 co op>� to. -m �i V1 1- 000 as proof. WETLAND LOCATION: 08-06-10 TEST HOLE: 10-11-2010 0 1 ` 1 I I •~j \o MUST CERTIFIED TO: Dc� PROPOSED AREA T BE'.L ANn LaTE' JEANNE MARKEL (APROX.I,E,98SF) SHnwN ON FINAL SURLY JOHN C. WEDGE \ SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 / NOTES: 1. THERE IS AN EXISTING PRIVATE WELL LOC/aTED IN`TrE BASEMENT OF THE EXISTING RESIDENCE TO BE DEMOLISHED. THE EXISTING WELT- IS TO BE ABANDONED IN ACCORDANCE WITH NYSDEC AND SCDHS REQUIREMENTS. THE NEW WELL IS TO BE INSTALLED IN A NEW LOCATION INDICATED ON THE SITE PLAN IN ACCORDANCE WITH CURRENT SUFFOLK COUNTY HEALTH DEPARTMENT STANDARDS. 2. CONTRACTOR TO SEND A CUT OF THE GRAVEL MATERIAL SELECTED TO BE USED FOR DRIVEWAY AND STORMWATER RETENTION BASIN CONSTRUCTION TO THE ENGINEER FOR APPROVAL. (3/4" GRAVEL SIZE, OR #2 TYPE GRAVEL, OR SIMILAR) 3. THERE IS ONE NEIGHBORING WELL WITHIN 150 FEET OF SUBJECT PROPERTY, HOWEVER THE 150 FEET SETBACK EXTENDS SOLELY INTO AN AREA ON THE PROPERTY THAT IS TO REMAIN UNDEVELOPED (REFER TO SITE PLAN). SUFFOLK COUNTY DEPARTMENT OP REAL fp SERVICES PERMT FOR AJPPWVAL -OF C*3N T UL4710N IFOR A aINGIIt FAM1°,Y RMIDRNFCME OfLV DATE 2'7'�! z, It1RP'. i...._` APPROVE MAnMU1VM OP 14 B DftllQMS EXPIRES THREE YEARS FROM DATE OF AFMOIVAL SEE ATTACHED SPECIAL CONDITION P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 630 JOHNSON AVE . SUITE 7 BOHEMIA. NY. 11716-2618 PH. (631)589.6353. FX'. (631),589.6705 E-MAIL: I N FOQ P W GROSSE R.COM CONSULTANTS AND RELATED DOCUMENTS IS A VIOLATION OF SECS C 72W OF THEN.Y s��cAT1��wTHEE�CATI��W DRAWINGS PREPARED FOR 100 HARBOR ROAD ORIENT, NY 11957 DRAWING INFORMATION PROJECT APPROVED BY. GR DESIGNED BY MK DATE 2/21/12 DRAWN By MK AS SHOWN HEFT Tm SITE PLAN �c�RF r�o 1 SHEEN t � v INVERT INTO HOUSE: EL. 5.86' PROPOSED GRADE EL. 9.19 X COVER 3T - 4" DIA PVC PIPE (SDR 35) @ 2% (FIRST 7 FROM BUILDING TO BE CAST IRON PIPE) PLAN 4' 4' BOT. 0.17 _ r> -7777 6' MIN. I8'-0• DIAMETER SECTION PROPOSED 1,200 GALLON SEPTIC TANK DETAIL NTS SEPTIC TANK BUOYANCY CALCULATIONS P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 630 JOHNSON AVE.. SUITE 7 BOHEMIA. NY. 11718-2618 PH: (631)588-0353 . FX: (631)58"705 E-MAIL: NFO@P WGROSSER.COM CONSULTANTS EL 440 0 0 0 �� w Ty 00025IMEN 0 000 \ CFE `ry EL. 2.90' 8� G T COARSE SAND AND GRAVEL AROUND LEACHING POOLS - - 2' ABOVE AND RSECELATED DoaIMENTs Is AVIOLAnpi of GROUNDWATER MAWINM PREPARED FOR GROUNDWATER EL. 0.90 EL. 0.90' USE FOUR 4" DIA. CROSS-OVER PIPES BETWEEN THE MIDDLE RING AND THE FOUR OUTSIDE RINGS, 1 OO HARBOR ROAD 8 INCHES ABOVE THE BOTTOM SANITARY LEACHING POOL DETAIL* ORIENT, NY 11957 NTS 'ALTERNATIVE SYSTEM FOR GROUNDWATER LESS THAN 11 FEET BELOW GRADE. (6) V DIA x 7 DEPTH LEACHING POOLS (3) V DIA x 2' DEPTH FUTURE EXPANSION POOLS 1,200 GAL SEPTIC TANK - 8' DIAMETER x 4' LIQUID DEPTH T = 19,000 LBS ASSUME 1 FT. IN GROUNDWATER" Fb = y (volume) = (62.4 Ibs/ft3)(Tr (1 ft)2 (4 ft)) Fb = y = (62.4 IbSWX12.6 CF) Fb = y = 786 lbs x 1.5 FS = 1,179 lbs RESISTING FORCE = 19,000 lbs 19,000 lbs > 1,179 lbs - OK " 0.78 FT. ABOVE GROUNDWATER. USE 1 FT. BELOW GROUNDWATER AS A WORST CASE SCENARIO. SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 SANITARY DETAILS FIGURE NO 2 SHEET 2 /] LOCKING CASTING TO GRADE PROPOSED GRADE EL. 8.12' PROPOSED GRADE EL. 6.40' 2' MAX. 1' (2' MAX.) 6" 6• 16- 6 3T @ 2.0% INLET MIN. 27 1.0% EL. 4.90 Lm 0 0 INVERT -/I ' \ 0� D �m 00m EL. 5.12 \` 22' - 4" DIA PVC PIPE - 000�O1MmmA 0000 10 INV. 4.62 (SDR 35) @ 1 k INVERT . 0 0 0) go 0� is m A 2' DEPTH 0 0 4' 4' BOT. 0.17 _ r> -7777 6' MIN. I8'-0• DIAMETER SECTION PROPOSED 1,200 GALLON SEPTIC TANK DETAIL NTS SEPTIC TANK BUOYANCY CALCULATIONS P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 630 JOHNSON AVE.. SUITE 7 BOHEMIA. NY. 11718-2618 PH: (631)588-0353 . FX: (631)58"705 E-MAIL: NFO@P WGROSSER.COM CONSULTANTS EL 440 0 0 0 �� w Ty 00025IMEN 0 000 \ CFE `ry EL. 2.90' 8� G T COARSE SAND AND GRAVEL AROUND LEACHING POOLS - - 2' ABOVE AND RSECELATED DoaIMENTs Is AVIOLAnpi of GROUNDWATER MAWINM PREPARED FOR GROUNDWATER EL. 0.90 EL. 0.90' USE FOUR 4" DIA. CROSS-OVER PIPES BETWEEN THE MIDDLE RING AND THE FOUR OUTSIDE RINGS, 1 OO HARBOR ROAD 8 INCHES ABOVE THE BOTTOM SANITARY LEACHING POOL DETAIL* ORIENT, NY 11957 NTS 'ALTERNATIVE SYSTEM FOR GROUNDWATER LESS THAN 11 FEET BELOW GRADE. (6) V DIA x 7 DEPTH LEACHING POOLS (3) V DIA x 2' DEPTH FUTURE EXPANSION POOLS 1,200 GAL SEPTIC TANK - 8' DIAMETER x 4' LIQUID DEPTH T = 19,000 LBS ASSUME 1 FT. IN GROUNDWATER" Fb = y (volume) = (62.4 Ibs/ft3)(Tr (1 ft)2 (4 ft)) Fb = y = (62.4 IbSWX12.6 CF) Fb = y = 786 lbs x 1.5 FS = 1,179 lbs RESISTING FORCE = 19,000 lbs 19,000 lbs > 1,179 lbs - OK " 0.78 FT. ABOVE GROUNDWATER. USE 1 FT. BELOW GROUNDWATER AS A WORST CASE SCENARIO. SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 SANITARY DETAILS FIGURE NO 2 SHEET 2 /] DRAINAGE AREA I DRAINAGE REQUIRED ROOF AREA: 895 SF x 2'/12" x 0.30 = 45 CF" PERVIOUS GRAVEL AREA: 1,300 SF x 2"/12" x 0.70 = 152 CF LAND AREA: 5,808 SF x 2'/12" x 0.30 = 291 CF TOTAL REQUIRED = 488 'ROOF DRAIN LEADERS WILL DIRECT STORMWATER TO LAND FLOW TOWARDS 1.3 FT DEEP (MIN.) GRAVEL DRAINAGE AREA BENEATH PROPOSED WOOD DECK DRIVEWAY. DRAINAGE PROVIDED PERVIOUS GRAVEL AREA: [(1,470 SF AREA x 1.2 FT. DEPTH) x 0.30 = 529 CF TOTAL PV ED -7-529-CF DRAINAGE AREA II DRAINAGE REQUIRED ROOF AREA: 1,255 SF x 2"/12" x 0.30 = 63 CF" PERVIOUS GRAVEL PATH: 545 SF x 2"/12" x 0.70 = 64 CF LAND AREA: 10,678 SF x 2'/12" x 0.30 = 534 CF (319 CY) TOTAL REQUIRED = 661 F 'ROOF DRAIN LEADERS WILL DIRECT STORMWATER TO LAND FLOW TOWARDS STORMWATER RECHARGE BASIN. GRAVEL DRAINAGE AREA BENEATH DRAINAGE PROVIDED (65 CY) BENEATH DRIVEWAY STORMWATER RECHARGE BASIN: CUT VOLUME FOR SANITARY SYSTEM STRUCTURES (40 CY) VOLUME PROVIDED IN BASIN 389 SF (AVG. AREA) x 1 FT DEPTH = 389 CF VOLUME PROVIDED IN GRAVEL BED 545 SF AREA x 2 FT DEPTH x 0.30 = 327 CF TOTAL PROVIDED = 716 CF EARTHWORK CUT/FILL VOLUME ITEM QUANTITY FILL VOLUME FOR OVERALL SITE GRADING WITHIN 1,282 CY PROJECT LIMITS 8,246 SF t ' FILL VOLUME FOR DEMOLISHED BASEMENT 333 CY CUT VOLUME FOR EXCAVATION OF NEW (319 CY) FOUNDATIONS CUT VOLUME FOR SEDIMENTATION BASIN AND (55 CY) GRAVEL DRAINAGE AREA BENEATH CUT VOLUME FOR GRAVEL DRAINAGE AREA (65 CY) BENEATH DRIVEWAY CUT VOLUME FOR SANITARY SYSTEM STRUCTURES (40 CY) TOTAL EARTHWORK VOLUME WITHIN PROJECT 1,136 CY LIMITS NOTE: ALL CUT/FILL VOLUMES ARE ESTIMATES AND SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. WRAP GRAVEL IN GEOTEXTILE FABRIC SUPAC 4NP OR APPROVED EQUAL SITE CLEARING AREA ITEM QUANTITY TOTAL PROPOSED CLEARING AREA 20,141 SF t CLEARING AREA WITHIN 100' OF WETLANDS 8,246 SF t ' " EXISTING CLEARED AREA TO BE REVEGETATED AND ESTABLISHED AS LANDSCAPE BUFFER (APPROX. 1,128 SF) PROVIDE 4" TOPSOIL LAYER OVER GRAVEL STORMWATER RETENTION VOLUME AVAILABLE IN THE EVENT OF HEAVY RAINFALL -&�4.0 - GROUNDWATER CROSS SECTION A -A' STORMWATER BASIN NTS SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 3.0 .imLr3 1.0 0.9 PROPOSED 2 FT. DEPTH GRAVEL (#2 TYPE GRAVEL OR SIMILAR) BELOW ELEVATION 3.0 FOR STORMWATER DRAINAGE P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 830 JOHNSON AVE.. SUITE 7 BOHEMIA. NY. 11718-2818 PH: (831)5848353. FX: (831)589-8705 E-MAIL: INFO@P WGROSSER.COM O t IN L D. P AND RELATED DOCUMENTS IS A VIOLATION OF SEC )J1IY OF TIE NY S. EDUCATION LAW S PREPARED FOR - 100 HARBOR ROAD ORIENT, NY 11957 INFORMATION DRAINAGE DETAILS FIGURE NO 3 SHEET 3 3 w 3-7?3--�- SURVEY OF PROPERTY c SITUATE: ORIENT TOWN: 5MT 4OLD f a SUFFOLK COUNTY, NY 5URVEYED 05-21-03,01-01-05 AMENDED 01-Og-03, Og-2g-03 FOUNDATION LOG. Oa -05-2012 SUFFOLK COUNTY TAX # 1000-21-4-3.1 *•' i• rn JEANNE MARSEL. JOHN G WEDGE FUW AMERICAN TrnE INSURANCE COMPANY OF NEW YORK EMIGRANT � ► � n �w E i I SEP 1 1 2012 �a BIDF DEPT. tib' TO',"iN N SOUTHOLD NOTES: ■ Q� 9 u .A o" �of' o of 'Q !l �� yy 0;P / MONUMENT FOUND STAKE FOUND FEMA MAP NO. 3610600681-1 REV. SEPT. 25,200q GOA5TAL ER0510N HAZARD LINE A5 ANNOTATED FROM GEHL AREA MAP SHEET 26-0 OF 441 PHOTO # 4g-628-83 ELEVATION5 REFERENCE NAVD '88 DATUM AREA = 50,884 5F OR I.II ACRE -5 GRAPHIC 5GALE I"= 30' I �ll N W�E S �r..�.r�rw w.• .r�rrwwrvot awr. .wvwarr..r.rr.r.a Map.w nrr..rr,wr r� w .r•rawrrrr «Awll��ll tit rw.�..rwrrr.. 11r rt Y+wM�lr aYlw looIrlrr JOHN C. EHLER'S LAND SURVEYOR 6 BAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERE EAD, N.Y.11901 369-8288 Fax 369-8287 REF.-:\UwnXJohn0oainents%My Dnopbox1p31Q W-186 foundadon locadon.pa / / hn . �� yy 0;P / MONUMENT FOUND STAKE FOUND FEMA MAP NO. 3610600681-1 REV. SEPT. 25,200q GOA5TAL ER0510N HAZARD LINE A5 ANNOTATED FROM GEHL AREA MAP SHEET 26-0 OF 441 PHOTO # 4g-628-83 ELEVATION5 REFERENCE NAVD '88 DATUM AREA = 50,884 5F OR I.II ACRE -5 GRAPHIC 5GALE I"= 30' I �ll N W�E S �r..�.r�rw w.• .r�rrwwrvot awr. .wvwarr..r.rr.r.a Map.w nrr..rr,wr r� w .r•rawrrrr «Awll��ll tit rw.�..rwrrr.. 11r rt Y+wM�lr aYlw looIrlrr JOHN C. EHLER'S LAND SURVEYOR 6 BAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERE EAD, N.Y.11901 369-8288 Fax 369-8287 REF.-:\UwnXJohn0oainents%My Dnopbox1p31Q W-186 foundadon locadon.pa Z)UR Y LY OF I— ROf— I--1;. 1 1 SITUATE: ORIENT TOWN: SOMIOLD SUFFOLK COUNTY, NY �a ar c o c O rhJ SURVEYED 05-27-03, OT -01-03 AMENDED O-T-Ocf -03, 09-29-03 FOUNDATION LOG. OG -05-2012 UNDER CONSTRUCTION 03-03-2014 UPDATE 06-15-2014, YELL LOG. 06-20-20 SUFFOLK COUNTY TAX # 1000-27-4-3.1 CERTIFI®TO: ~ JEANNE MARKEL. JOHN C. WEDGE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK EMIGRANT NOTES: SEP 17 1014 BUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. ap y �Q 9� S 0 a)' `0 T �� O�r to dos d fit. g3 Dale cr+ ; OF Sao y �q m MONUMENT FOUND A STAKE FOUND FEMA MAP NO. 361000065H REV. SEPT. GOA5TAL ER05ION HAZARD LINE A5 ANNO ATI GEHL AREA MAP SHEET 26-0 OF 4G PHOT # e ELEVATIONS REFERENCE NAVD '88 DATUM AREA = 50,984 SF OR 1.17 AGRE5 GRAPHIG SGALE 1 "= 30' /g tnwtnori:ea anerotbn or paa'tbn to o survey map eeoo-g o ikerwa w.a zrv.yorb eea b o bblla5 d eeclbn 705, 9ebaNLMOIi 2, d lne fln. York Slate Fdicatbn l.w..' 'CttNy capbe from the d tots wvsy etapeketl r.nn as orgv,ai d� f�bia.a wr.syorb a seat ensu oe caroweretl to oe �roiu true wpbs' •eertxKalb.s na�cotea nereo� ,gory u,se tnb prepa-ea n «coraarice rnn ehs e.- btng coax d Proclbo for pub s�.-map oa�ptea bJ tM flery York State AbeOcldlon d Prdoee(orc.X oma su,,,eyors. sob certrbatrons snow rn aexy to t� perom For wbm the wrvay b preporea, ona on fro tol oW b,d to fhe lob company govenmen- ayervy Ierdk J Mbinutbn Ibtetl Mrecn, Intl to tro ossg,e d the IerbYg irotnulbr�. certxba- tb�. or roitror.rermb to aaauorbi irwlm,tbe, JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVEREMAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\Usm\lodm\Dmpbox\iO3\03\03-186 urea consductic pro z 2 3 4 5\ 6 7 ; 8 9 i 10' (11 12 13i i14' 15` 16 17) 18 19 20' 21 22' T 4'-6" 4'-6" 4'-6" 4'-6" 4'-6- 4'-6 T 4 T 4'-6" 4'-6" 6" 4,-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 1 4'-6" 4'-6" T 4'-6" to 1 Foundation Vf II _ __ ___ -_ _ 24'-5" A •r -------.__-._.t. 6 '.; .(r N 1'__1_______1------------------------------ ,r._ ____ _____ __------____ _____ _____--------------- Reinforced ______ Reinforced C.I.P. _ 6'tieirAbrced —_ i� �- Concrete Steps Above Corxr Slab m Grade '. r. G __...-.. -:..._ DRAWING ISSUE DATES tient Meeting Set 05.04.2012 d set Permit Set 0504,312 nstruction Set REVISION DATES ArM: B.MrrwM - 1175 a1. 1Fl - 2175..1. 2FI- 1770.1. NOT FOR CONSTRUCTION Dr—Ing Legg cl: Wall To Be Removed Wait To Remain New Wall - --'-^^-^ New FourWaaon Wall -------_ Lines Above Lines Below Gu de ,— Fence tot Door Tag Tag /3'% �.Ax1B- Section Se SheetA-X-X%X x Detail Tag Elevation Tag x %�x Inferior Elevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 x35 Teletax : 631 537 5116 Project manager: Gregory Thorpe E-mail: greg@stelleco.com Rovnw Residence 271 Sagg Main St. Sagaponack, NY 11962 FoundatlonMat Floor Structural Plan Scale: 1I8' = 1'-0' Note: If Drawing Is Printed On 11x17 Paper Scale Is 50°/ Scale Above 2 S-100- 4Rovn`1 Y 120505 0804 er 3g - gt2 �IS� ® 2011 Stolle Architects, P.LL.G. u nyr.w�w M j ------ } )RAWING ISSUE DATES Aient Meeting Set 05.04.2012 lid set '. Set 05.042012 ;onstruction Set IEVISIDN DATES Area: Is ..them - 1175..1. 1F1- 2175 a.f. 2F1- 1770 ef. NOT FOR CONSTRUCTION Drw4" LegwW: Wall To Be Removed Wall To Remain 120505 0804 Rovner 3g - gl2 New Wall ---R--�--n- New Foundation Wall Lines Above unes Below Guidelines Fence lot Door Tag Window Tag jczX —� SectionSheet X XX Detail Tag 0> > Elevation Tag X XOz Interior Bevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Project manager: Gregory Thorpe E-mail: greggslelleco.00m Rovner Residence 271 Sagg Man St. Sagaponack, NY 11962 1st Floor Strtictwal Plan Scale: 11W = V-0" Nate: It Drawing Isnted On 11X17 Paper Scale Is 50%PriScale Above 2 S-101 `{� F }' FIs' 120505 0804 Rovner 3g - gl2 ® 2011 Stelle Architects. P.LLC. u ayimrtw..a MARKELMEDGE RESIDENCE 100 Harbor Road I Orient, W 111957 eM hV6W a*we, F104553 roc U M6 '32829M f 502.6252532 32Q0 NORM HAYDEN ROAD TR U KTU R surra +09 sC07 FSDALE, AZ 85251 S PH. 480-"'8.2250 RX. 400-428-2225 DRAWN BY: T.B. ICHECKED BY: D.P.L. DATE: 04/16/13 1 PROJECT: 122103 DETAIL ® I] RAIL - 'O PLAN N.T.S. EFlm9 I Issue Date: 07.27.2011 Revision Dates: z�New Well Location, Path 2.21.2012 Removed, Buffer/C.E H.A. & Solar Panel Not=.s Added Existing Septic System to be Abandoned Pei SCDHS Requirement: Existing Residence, Garage, Deck, Oper Shower, Driveway and Utilities to be Demolished/ Removec Existing Well To Be Abandonded Ir Accordance With NYSDEC Anc SCHDS Requirements Proposed Well Location, New Well To Be Installed In Accordance With Current Suffolk County Health Department Standards Existing Cleared Area to be Revegetated and Established as Landscape Buffer (Approx. 1128 Sqf) \ \ f Spring High Water Equals Tidal Wetlands \ s �,r f : !; , o °:'. d \ ��� „ ,�� �, Proposed Project Limiting Fence ��`P Boundary as Determined By !. „+ ; i En -Consultants, Inc., 5/9/2011 �' � • � f #"'' � � " – Limit Of Proposed Landscape Buffer \ � � � � \ \9(Zrvo ` j,'i ^�,o,' / "' ti;' ,`'' �"• , , -�.. x� �, Proposed Pro W p coded Area to be Cleared: d. 1,698 Sqf. Is Equal To The Coastal Erosion �'ii �\ ,%/� % 4 .� jc'r, Hazard Area Boundary \ \ \ •9 Indicated Thus: Proposed Stormwater Retention Basin s:.Us _ >`..1 . \ 19;,.i +�,� / - - - .. � L/(3 � .., 01 WQ.t f I ` x r \ ��lw i , . �� '��cc }/ i - • \ \ \ 1 I - •� �. / \ Gj� \ \ :� y • % + ; `! ,. 1 • "`!.� ; _ _ •L"\ --S-_ – J ! ` \ �''�~ s •.." �:. ti x Exisdizg �dobded Area''\ {.` \'yy Qo G��.� :� � \ \ � -., ti _` ` ... �.\`• � ` - c , : \ i \'� �a �� 'A (Approx. 264 Sqf. Propcsed Haybales be Se: Along the Gra..; a and Ground Indica:ed Thus: (----- to Occur Within 100' & Silt Fences to Limit of Clearing, Disturbance •) of the Tidal Wetlands ds Boundary) 0 of: Jeanne Markel i Chris Wedge 100 Harbor Road Orient, NY 11957 Suffolk County Tax Map -4 1 1000.27 .3. Notes: FEMA Map No. 361000068H Rev. Srpt. 25, 2009 Coastal Erosion Hazzard Line As Annotated From CEHL Area Map Sheet 26-0 Of 49 Photo X49-628-83 Topographical Data Is Based On 1988 NAV D, As Transcribed From The Land SurveyPrepared B John C. Ehlers Land Surveyor, LasDated May 9, 2011 Y STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax. 631 5375116 { �� . ff _. _ ... – ~� i \ - .. � 41`t :, .� � � 1 r 1'-' ` .. f ^'^ • � 7-1 -. \ cog _ _ ` \ st" o i (tie li / eFosio `'�' Lot Coverage of Buildable Land, Town of Southold Table Of Areas \ ( S _ 1'f ' ` \ ` \ :.:..:. .:.... , .._ ..• �__�_.. ____: ,._._._.__.._... �.... Total Lot Area U To CERA 40 ggg J t \ � \ \ Existing Coverage: i \ U \ \ \ Existing 2 Story Frame House 1,284 Existing Frame Garage 420 \ Existing Wood Deck & Steps 526 \ Existing Covered Porch 139 Existing Outdoor Shower \ \ 27 Total Existing Coverage 2.396 (5.8%) Coverage of Ad�acertt Area Table Of Areas tel Lot Area Lot Area Landward of Ti Jai Wetlands Boundry Existing Coverage: Existing 2 Story Frame F'�ouse Existing Frame Garage Existing Wood Deck & S;eps Existing Covered Porch Existing Outdoor Showe; Total Existing Coverage NYSDEC (Sqf) 50,984 50,010 0 0 1,284 420 526 139 27 Survey Of Existing Property Prepared By- John C. E Ehlers Land Surveyor 6 East Main Street Riverhead, NY 11901 (631)369 8288 CtrtlFltl Cakulatlons Item (Cubic Yards) Cut Volume 479 CY Fill Volume 1615 CY Total Fill Volume 1136 CY Total Fill Within 100' of Wetlands Boundaries 40 CY Total Area Of Land Disturbance Project manager: Viola R 1 g ouhani E-mail: yr@stelteco.com Markel /Wed 9e Residence 100 Harbor Rd. Orient, NY 11957 Sit* Plan Scale. 1" = 20'-0" Note: If Drawing Is Printed On 11x17 Paper Scale 1s 50% Scale Above Proposed Coverage: 2,396 (4.8 %) Item Proposed House Proposed Proposed Coverage: (Square Feet) Existing Cleared Area To Be Disturbed Wood Deck & Steps 1,4.51 Proposed Garage Proposed House 1,680 19,233 SQF 448 Total Proposed Coverage 3,579 (8.7 %) Proposed Wood Deck & Steps Proposed Garage 1 451 Proposed Wooded Area To Be Disturbed 741 SQF A-001 Total Proposed Coverage 3 679 (7 2 %) Total Area Of Disturbance 19,974 SQF i I I I i t I I I I I i I i I I I 06 3G TS E I i I I I I I I I I I I I I ©2009 Stelle Architects, P.L.L.C. / 1 I I I I I I All Rights Reserved PLUMBING ALL PLUMBING WASTE 4WATEA LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 00 NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL v'- I JOUT CERTIFICATE c," O(,`0UPANCY FLOOD ZONE_ ':_�7 6 COMPLY WITH CHAPTER 146 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE ALL CODES OF NEVA .T S TE & TOWN CODES AS RECJ,r3ED AND CONDITIONS OF SOUTHOLD TOWN ZBA a / SOUTHOLD TOWN PLANNING BDW 1� SOUTHOLD TOWN T RUSTEES _�. N.Y.S. DEC PPROVEt! AS NOTED t D%33 oZ NOTIFY BUILDING AIRNTNT AT .765-1802 8 AM TO 4 pM FOR THII FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH . FRAMING, PLUMBING, STRAPPING, EL9GTRICAL b CAULKING 3. INSUI,,ATION 4. FINAL - CONSTPUCTION 4 ELECTRI,C4 na�oT 3E �� CQMPLE TE FOR C 0. ALL CONS TRJCTION SHALL MEET THE KtUUIREMENTS ('i- THE CODES OF NFW YORK STATE. NOT RESPONSIBLE FOR ESIGN OR CONSTRUPTION ERRORS. MARKEL/ WEDGE RESIDENCE 1aa H A R B 0 R R 0 A D ORIENT N Y OFFICLE_ cod STELLEARCHITECTS 48 FOSTER AVE PO BOX 3002 BRIDGEHAMPTON, NY 11932 P 631.5 law Deb: Permit Set 06.01.2012 Drawing Litt: NO. NAPE DATE 0806 31 TS 0 2009 Stoft Archkocts, P.L.L.C. SPECIAL PROVISIONS Division 0. BID AND CONTRACT RGIRAREMENTS 1: INSTRUCTIONS To MDDERS Sid prices tendered shall rsflec.K the irdiuslan of every II � or proper for perfomning and completing the work required as desoribod by these Plans and Sp�iK�icadars. Ing omitted there -from which It for the completion of the work or ilsappurte` shalt be considered a portion of the work although not di specified or shown In these Plane ud Specifications. In each casewhere a Manufacturer le mentioned in these Plans and Specifications the Bidder shall base the Bid aCoor if tie Slider sheds to substitute a similar product for consideration the Bidder must providtthe Owner and the Architect with specifications and/ or samples, and the cost dI fereatiai of the uIs for 2: AGREEMENT FORMS The Contractor will be required to execute a written Contract with the Owner. The Contractor shall indicate the Completion Data for this project and will be responsible for fulfilling the terms of the Contract by that date. The Contractor shall unconditionally Guarantee all worlamu-ahip and construction for a period of one (1) yew from the date of issuance of the Coaftats of Occupancy. There shall be a two (2) ar Guarantee on all heating, ventilation air conditioning, plum , and electrical systems including wortcmarehip, nt, and material. Them slab also be� 6( ) yew Guarantee on "material defects". The Contractor the Owner with all the Guarantees noted above upon completion of the work and shall replace any defective work without any expense to the Owner and pay for all damage to other parts of the building caused by the repair. The Contractor shall replace defective work within ninety (90) days of being notified of the defect. 3: INSURANCE The Contractor shah carry Workman's Compensation Insurance, Public Liability Insurance and any other form of Insurance as required by low and/ or as agreed upon with the Owner. The Contractor must review his Policies and the Coverage Lindts of those Policies with the Owner and 0 necessary modify those Policies to satisfy the Owner. The Owner "not be liable or responsible for any aaddent, injury, loss, or damage happoft or occurring during the term of the performance of the work herein referred to, and in connection therewith to persons, and/ or property. Contractor shall fully end,%= amnd prated the Owner and his floss, including the Ardnitsd, his Cons , and Employees, from aramre, and ogress to saw►ose Parties from awry related expense, Wability, and/ or paymIng t the The Owren shall provide their own Property Damage, Fire, and other Insurances they deem necessary. 4: SITE &WERVIISION The Contractor will provide a dedicated Foreman, whose sole responsibility will be the daily site supervision of their Employees and all Sub Contractors. WASTE MANAGEMENT PLAN 1: DERNMONS Construction Was%: Building and site improvement materials and other solid waste resulting from construction, remodel', rsrovation or repair operations. Construction wasis includes packaging. DsmWXkM Wsti* and site improvement materials resulting from demolition or selective demolition operations. InWd Divert maximum construction and demolition debris from disposal in Landfill and incinerators. Redirect recyclable recovered resources back to the manufacturing process. Redirect reusable materials to appropriate sites. R: ACHIEVEMENT Contact `Habitat for Humanity of Suffolk" regarding construction waste acceptance directionm www.habitatsuffol k.orghsetore.htm Soled one of the approaches below to divert demolition waste from landfill. One ApproachCcommingled demolition waste to be sorted by a recycling facility. sports of the diverted contents of the demolition debris are required to be provided by the recycling facility and submitted to architect. Soppromh Two demotion waste on sits by applying the directions below. is SORT DEMOLITION WASTE The materials In each source- separated container at the collection center have value or significantly reduced disposal cost only if contamination is controlled. Materials should be separated as listed. DenwA lore WON By Caat> Ory ferroouus and non-urrous metals (banding, stud trim, ductwork, piping. mbar, roofing, other trim, steel, iron, galvanizedl steeler. stainless steel, aluminum, Copper, zinc, lead, brass, and bronze) ood solid -sawn lumber No: plywood, painted, primed, stained or pressure -treated wood. cement -coated foundation form boards or sheathing particle board Gypsum Bosw store in dry location remove nails or screws,comerbeed to be recycled w/metal moisture damaged gypsum Unrec:overeW Mbod Demoldw Waste, treated wood, plywood, roofing paper waste, cement -Coated foundation farm boards and sheathing hazardous materials, solvents, paint cowlbudkets, automotive lubricants, MunIcIpls SoNd Was% non-rodydable plastic, stretch wrap, cement bags with plank liners, non -paper food packaging, styrofoam. wax -coated cardboard, trash from on-Nte workers hazardous materials " Until further facilities we provided '*Metal can be sold back to Gerslaw Recycling Facility www.gershowrecyding.com► Sshfgp Demolition Wastt 1 -Clean salvaged items. 2 -Store items In a secure ares until LrshrlWAM on site or transportation - 3 -Protect Items from damage during transport and storage. 4: RECYCLE WASTE USED BY ON-SITE WORKER: Metal. lrlsstk, A%&-- beverage oontakw#- alummum, plastic #1 and #2, glass, foil trays, tin begs, straws, untensils, cups, etc. S: RECYCLE CONSTMMON WASTE Cardboard cx:rru containers, h"W brown kraft paper NO: plastic liners or wax -coated boxes DMWm 1- Gwoul Csnilltions 1: SUMMARY OF WORK The Contractor shall include and provide for all labor, materials, equipment, transportation, taxes, etc. necessary or reasonably inddental to the proper completion of the enfire project unless specifically noted as beim the responsibiitly of Others. Materials, equip►ent, and workmanship shell be new and of the best of their respective kind unless otherwise noted. The Contractor will be solely reeporisible10 execute all work in such a manner as to proted the safety of the workers and the public. Any damage or disruption'bto y preexi ting surfaces, areas, and/or structures resulting from construction shall be repaired b original The Contractor shall be responsible for all work Including that of his Sub- Contractors. AN dimensions and grade conditions to be verified by the Contractor prior to commencement of the work and ordering of material. The Contractor shall at all times keep the premises reasonably clean and free from accumulation of waste materials and rubbish. At the completion of the work the Contractor must remove all waste materials, rubbish, implements, and surplus materials, leaving the site and the building dean. Exposed and accessible surfaces to be wiped clean, floors to be waxed and polished as specified and all glass and mirrors to be cleaned and polished. AN hardware, mec:anism and systems, shall be correctly adjusted to provide for proper operation with all appropriate Operation and Maintenance manuals provided for Owner. 2: ALLOWANCES Where applicable unit price, stipulated sum, or other form of pridng may be tendered by the Contractor in order to complete a Bid and shad be dearly identified. 3: COORDINATION The Architect is available to the Owner and Contractor for consultation regarding the intent of these Pians and Specifications and any deviation from them shall be reported to the Archked for consideration, in writing, prior to commencement of the work. Final decisiorx to accept work or changes with reaped to these Pians and Specifications shah be the responsibility of the Owrwr. Do not scale drawings. Dimensions govern over scale. Unauthorized iteration to these Pians and Specifications may be unlawful and may Invalidate them, verify with the Architects A Engineers. These Plans and Specifications are an Instrument of Service and are the property of the Arcthited. 4: REGULATORY REO MREMENTS All construction, materials, and equipment shah conform to all State, County, and local zoning and building codes including any relevant Environmental regulations. The Contrador shall execute all work In strict accordance to the specifications and roconvilendations of all relevant Reeggulatory Agencies Ind but not limited to: ACI, RISC, ANSI, APA, ASHRAE, ASTM, DECRR. FEMA, NFPA. NForPA, and Underwriters Laboratories. Wood Materials WoW Grind or chip Ir�ma�rialap in LwWM appropriate for mulch or sroslon control Wood Mors than 24' Pressure Trseed Wood Mon Ther 240, Plywood ShsMir'no Hail Sfss or Morar Parrdde Board Half On or Mon Donation avail" to -Habitat ler Humanity' No: piyood lose than half size, pressure treated wood less than 24", particle board less than half size n Clean pieces be stacked on wood pallets and stored in a dry location for recycling, and/or reuse on-site or of%site. CIsan Gypsum Board Less Than Half She Grind scrape of dean gypsum board using small mobile chipper or hammer mid. Screen out paper after grinding. Use as inorganic doll amendment Clean Gypsum Boats Half On or LWQW Donation available to "Habitat for Humanity" moisture -damaged gypsum board is EXECUTION AND I1111PL NWATION: Implement waste management pian as approved by Stifle Architects and Owner. Provide handling containers, storage, � n�,tra sportation, and other items as required to I nplemsrrt waste amangenent plan during the entire duration of cL Assign a Waste Management Coordinator to be responsible for Impleinenting, mondoring and reporting status of the plan. Train workers, subcontractors, and suppers on proper waste management procedures. Distribute waste management aPrnasdto entities before they begin work on-site. Review plan procedures and locations established for salvage. recycling Provide Site Access and To Controls: Condud waste management operatieons to ensure minimum interference with roads, streets, walks. =, etc. Designate a specific area on the construction site for segregated or commingled collection of the material as following but not Am xl to: 1 -Metal 2 -Wood 3 -Cardboard 4 -Drywall- 5 -Concrete 6 -Asphalt 7 -Unrecoverable mixed construction waste 8 -Commingled recyclable containers Avoid contamination of materials. Recycling and waste bel areas are to be kept neat, and dean, and dearly marled. Until further facilities are provided Keep records by way of a simple 3 -ring birder with records, calculations on enol -of -project recycling rates, salvage rates, and landfill rates itemized by waste material, demonstrating the amount of demolition waste was recycled or salvaged and diverted from landfill. it will enable us to complete construction the waste manment diversion summary for LEED certification and serve as a record of our Joined of ort in mailing till a green p Keep track of quantities and types of materials recovered and discarded by using tablas 1 i table 2 attached to end of this document. List salvaged material to be reused. List salvaged Materials for Sale: include Not of names, addresses, telephone numbers wham to be sold. Uet salvaged materials for donation: Include No of names. addresses and telephone numbers whom to be donated. Indicate =and where materials will be recycled: include type ohs recycled materials each will accept, names, addresses and telephone numbers. Indicate how and where material will be disposed of. Include name, address, and telephone number of each landfill and Incinerator facility. Hauling and transportation procedures: Provide a description of transportation of the recyclable material. 4: SUGGESTED RECYCLING AND HAULING FACILITIES CONTACT INFORMATION Habitat for Humanity lumb of ng Sand electE�ical fixtures�ndows andel doors, appliances, elations of any construction wage n �� demolition waste materials like; plumbing www.h&Wtatsuffolk.org/retWo.htm Til: 6217709 Address:2111 Lakeland Ave. Ronkokoma, NY 11779 Crown Facility: They sort out and recycle all demolition waste into, = ( type of metal), scrap wood, concrete Cardboard. They also provide reports of diverted materials from �. 865 Youngs Ave. PO Box: 215 Calverton, NY 11933 631-727 3939 Norsic Sanitation: Materials have to be sorted by the contractor on site. Southampton, NY 631-2834)804 GENERAL NOTES ,io-LUMBING RISER DIAGRAM 4- VENT THRU "09"� 4• I 4'r 1 11r� r I 1 IM -1 4- I I uv. w C. 2ND FLOOR I I ,♦oWr: I I 11 Ur 4- 1 Ur I 112',_7� �1 1,1Z' " �, I u►v. uv. SINK SINK uv W.C. w.C. W 1 ST FLOOR Prows Tee i11r r 4' 1 Tr- , 112' 1 10 1 112- 1 11r V r C.O . ,_..�..-- r------ C MAIN WASTE LINE SLOPE i14- PER.FT. HCONNECT TO OUSE TRAP APPROVED BASEMENT SANITARY SYSTEM Issue Dab: Permit Set 06.01.2012 Dnrwing Legend: Wad To Be Removed Wall To Remain New Wail New Fourddafion Wali - — — — — — — - tines Above ------------ Lines Below ------ ---• Guidelines ----- For" 101 Door Tag pan Window Tag x Section X INr SXX .--... � Detail Tp Elevation Tag Xtlx >x �x Interior Elevation Tat S►TELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax: 6316375116 Project manager: Viola Rouhrani E-mail. vrOstelleco.com Mabel / Wedge Residence 100 Harbor Rd. Orient, NY 11957 SWIfiaMons Scale: Noted Note: If Drawing Is Printed On 11x17 Paper Scale is Still. Scale Above A-000 0606 31 TS 0 2009 Stolleitects, P.L.L.C. I I I I I Existing Septic System to be Abandoned Per SCDHS Requirements ExistResidence, Garage, Deck, Open Rand Utilities to be r w o @, Driveway Removed n n In Accordance dad Well Be Ab e o Existing ordance With NYSDEC And S CHDS Requirements irements Proposed Well Well To BeIl Location, e Installed In Accordance With Current t Suffo Ik _ County Y Health Department t Standar ds r Area to b• Cleared Existing ea s a t d Established v eta ed an R• • 9 Landscapee Buffer (Approx. x. 1128 Sq f) Spring High Water Equals Tidal Wetlands Boundary Hila as Determined mined B Y i 11 519 20 Inc., nc. En -Consultants, Limit Of Proposed Landscape Buffer Is Equal To The Coastal Erosion Boundary Hazard Area Proposed Stonnwater Retention Basin I I I Gradinand 2,396 (5,8%) Existing Outdoor Shower :t i \ \ \ \ Total Existing Coverage 2,396 (4.8%) Item (Square Feet) / • �y , rM Proposed House I Proposed Wood Deck &Steps 1,451 Proposed House 1,680 Iffry HO GMkt!tkfaq f `. V41 Proposed Garage 448 h 1,451 TotalA001 Proposed Coverage 3,579 (8.7%) Proposed Garage Total Proposed Coverage 448 3,579 (7.2 %) L. ., M.:.:� f ,+gin'' 0806 31 TS / , +�yy-�l,f��, �I► �L'nr��?a'+}r' ,"," © 2009 Stelle Architects, P.L.L.C. / / I I I It t / , a' I i' ht p .t4 Y f' •� / Cl'r',a ti }:}r l : a I `5 IL Jfi i' ,n Oro "•} MY/ r l f, : / ',I,':LI', � ' ILEI,• Gradinand 2,396 (5,8%) Existing Outdoor Shower :t i \ \ \ \ Total Existing Coverage 2,396 (4.8%) Item (Square Feet) / f r . �y , rM Proposed House ,ry y Proposed Wood Deck &Steps 1,451 Proposed House 1,680 Proposed Wooded Area To Be Disturbed 741 SOF '� Proposed Garage 448 / 1,451 TotalA001 Proposed Coverage 3,579 (8.7%) Proposed Garage Total Proposed Coverage 448 3,579 (7.2 %) L. / 0806 31 TS 1* © 2009 Stelle Architects, P.L.L.C. / / I I I I I t / a' I i' ht p .t4 Y f' •� / }:}r l . 4 `5 ,s / +V ' • 11 Proposed Ha es & Silt Fences to po : `' E " be Set Alongthe Limit of Clearing, ,.. '... Ground Disturbance / ! ;::.:%.`:;::'::..::?::::::::•:::.::;a::::;' xrtslnr.:;:'.:'',.:::::,.,::_:;;<:;::<::<':;..:.:;.,;.;:.::':::::';:s: .:... . .. .:.. '. :.,.. �.:. _...: ,.: , . Indicated Thus: Issue Date: Permit Set 06.01.2012 O�Oc�c OoO���oxY� Pro ST ert g a posed vowsyy On R Permeable Int ockin O. �\� 3��' 'al.�• \\ � J IJ Concret@ Grass @f �?,q�'r:}�;';'�;.r' :a„'iy ".t,,,,_{,: `'{'<r:s{�`�,�':'4;1•.3 � a '\l” J � '��:'� % ., T.. ::a S`a'il ,:;.. �rJ' •?'�i f'�'. as,,� ,' Drawing Legend: \•' - � � \�`' ,>'6-S..tE' ;.7}r'.'4°:,,:,'��' ,'�:t 'ii?';na!r. �: F••r '4 :{F ,;t.`tifM -- Existing ng COUntourS ♦ !� \' / r'5,�. .v^.y"F .J. ,'r�!i.'Ft,'; st ly� �3.. —.+ Gtory D.ac / . r •' "\, '.1., , } .:`t'rr :;,,.. ' } , , F:... f ,i, r' fY EL. 9.9 / /r• ,,tF' p 'r.� .,' .a'+1:',,'�'`4' ry''`'a,':: i' ;a. r,i,J''`:,>, .;,,:'����,�;;y; ..," ly ? �'h'.'•F} }"-' �" }� tr.�w'r Revised COUntOUCS Grad• pose \ I a a t •� r Pro sed � 9 \ A. u r. 2t! tore a Ab r: / Ili ,f, ..�T,.�:,,. ::��,�::� �.+ �4`, w�;::. � .�`: �a. +� 4 •t, s`Elev 10.5 aucwre a owF� JET'":',:• ' E Z t ',�,i,,� ,a •.al r� ,a, . % \ t� t: 'at at xa , 4!r \ \ i � t n +��Ar s ood a .I 9. , \ r,1:rr. ,i 1 �an#I e J O�Y� � , 3 T -1 �t S J of 1. ♦ ! •� a / ?tk.' �-� t .`4 sem,'`' �. a ,,, ..$.' 'a o t fi w :t 5~ \ J 4 `l• ,i C` O _ t.. t' n' +rt• f, r PoLimitingosed Project F n ce 'a x , zr� 2 v \ ;'..•.a:' " { : " its, - -�,`. . t. %s Proposed Wooded Ar@ a to be Cleared: 1 . f 698 S ) q �" R� 1 �'3• sF ` "'n: ,i.; F ,h. 'hs,, k�:'•,:'k .' .F. 5 \ 'I• e :1 r i a F.', '•'.' n t (�Y I d a dTh ♦ •fk 'k', • . ra h a., r. -IL r � 'r<• s tv :a ro 26 S o Occur Within 1001 of the Tidal Wagands Boundary) . .{ • 4, , ►\ •},,. b' / r •,E„ 'ai , _ a a 'S •a\ f'� �., sh. „ f' PropwW of: 1 }•- k i "k• '}:�+'r bJ:' r tn„ Proposed Ha baios & Silt F ences to Joanne lark & Chris Wedge be Set Alen the Limit of Clearing, 100 Harbor Road F}r' h s \ "M' . �, ,'at.,..' !- �'i• '.:i:3K:.t�t=' t;;•,.''. t: Y Grading Ground dD5t Disturbance @ Orsnt NY 11!7 1 E ht �a A� k..,.;E. �r ?>• "I �,.Indicated 2 us: Suffolk County Tax Map 01000-27-4-3.1 Et STE. EA R RITE T S6 Wok d A .h .f. t \ X .4; i r v F Notes: x BO 2 F�, �',' ,;;: ',• l' PC 300 1r is i{ ` *h• `\ t• x � v'�::�' •J �.. ,i �;}' -.i 1 r' iW W. :l _�' {-:'}. ":'M� * FEMA Ma No 361 000068H er Pt 25 2009 48 Foster Avenue Brid eham ton NY 11932 �.i t O Coastal Erosion HazzandLi Line As Annotated From m . r i. L :�} f CEHL Area Map Sheet 26-0Of 49 Photo #49-628-83 � @r .i `\, S ��,� rr,,•rt •s:: - ,' \ .. ! r -J' 5- 0 k � Topographical ra hical Dat Is Based 1958NAV ' A s Telephone: ho n 3i 7 1 John CEhlars and Surve or Last Dated May 9, Transcribed From The Land Survey Prepared BY Telefax: 631537511 6 41 2 i .t, r ti•' ; \2011 .4. -w: tt - r _ t: , •iL i ` a g^: n „ \ Project manager: Vi h i t ma e . Viola Rou an �, �t �-iii' •'rte �'\• t. 1 t 6 \ ti. Survey OfExi tin Property re are d B Y�E-mail:i Qste eco co 7'r • rk r Fri'' LN,. k, I` , t:,�„, � � � ;� � . a.,, b. 'Us R`',. ,.,. :.d t '�q •i'.' /! y John C.Ehlers Land Surveyor 6 East a Street Riverhead, NY 11901 Y. yet -.tom:. t:•,}'' ''.�:;,• l 2,.,% Vit✓.', 1. ,.,•t >�: , .�,,, '', " :�.. �:.:• 631 369-8288 k t' t yL!.. Markel r - Wedge k•?'r''�! 6 t''i a • i'r '1 At. t ar, F'k ! Residence e orHarbor 100 arbo . d tC Rd' ar:.t :•t... _ • q •�Y \ I%e � CuFlII CaIcolatl onsLot Covsof Land Town of Southold iOt Covara4• of AdJacsM Ares, Orient, 957 TablesOAreas q,ftomTab1•Of Areas (Sq� (Cubic Yards) i .. a J Z`- r Hj' �7' � Total Lot Area 4 ::" 0 50 98 "1 - i. f` - t - m �'� ��Cut Volume 7 4 9 CY t, f • :;�' _ Tota Lot Area U To E 40 999 Lot Area Landward ofTidal 50t 0 1 0 Wetlands Boundry III Volume 'Sii" -ia4 �'i'+, a .,:i-, '',:ii ::x:,�'"'-Yiv �`itY�, h s•+. d - � 'i`u:,°sia:,`i,:•4w"''I >i,` s, c r � i<' -:x ` `:i >i `� sv. , sr{ -. i>•i -a , e ,, „�:}"';,�fii,`.�,v.�:� ly',:>to '�, . ,•, . "� . 'n . i .�'S',ir't•, ra:ill,�,F{1k"",,.�i'i�;,u}'�I�t%a,'?>I Ci:y-0iak;Fn i;,s..,,nls>•,q'•, .r.,,i:v„:i{M.,;it}',. a...1��,,Xi'i:;:3:,%a5`;ry.,, ., Ct i,�, ry,r .,t•, M, , v ,� . r v, i' w -, , Existing Coverage: Existing Coverage: Total Fill Volume 1136 CY Site Plan Existing 2 Story Frame House 1,284 Total Fill Within 100' of Wetlands Boundaries 40 CY Scale: 1" = 20'•0" u \ \ Existing Frame Garage 420 Existing 2 Story Frame House 1,284 \ \ \ Existing Wood Deck &Steps 526 Existing Frame Garage 420 Note: If DrawingIs Printed On 11x17 \ \ \ Existing Covered Porch 139 Existing Wood Deck &Steps 526 Paper Scale is 0% Scale Above \ \ \ Existing Outdoor Shower 27 Existing Covered Porch 139 Total Existing Coverage 2,396 (5,8%) Existing Outdoor Shower 27 Total Arse Of iLand Disturbance \ \ \ \ Total Existing Coverage 2,396 (4.8%) Item (Square Feet) � N Proposed Coverage: Proposed Coverage: Existing Cleared Area To Be Disturbed 19,233 SOF Proposed House 1,680 Proposed Wood Deck &Steps 1,451 Proposed House 1,680 Proposed Wooded Area To Be Disturbed 741 SOF '� Proposed Garage 448 Proposed Wood Deck & Steps 1,451 TotalA001 Proposed Coverage 3,579 (8.7%) Proposed Garage Total Proposed Coverage 448 3,579 (7.2 %) Total Area Of Disturbance 19,974 SOF 0806 31 TS © 2009 Stelle Architects, P.L.L.C. I I I I I I I I I I I I 1 I I I I I I I I I I I i I I I I I I AN Might* Resswed I I I I I I I I I I I I I I I NAILING SCHEDULE NOTE: THIS PROJECT SHALL COMPLY WITH THE 2010 RESIDENTIAL, MECHANICAL, ELECTRICAL AND PLUMBING CODE OF NYS AND THE 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS PROJECT DATA TABLE R301.2 LIVE LOADS ATTICS WITH LIMITED STORAGE Wind ATTIC WITHOUT STORAGE 10 GROUND SEISMIC EXTERIOR BALCONIES 2" sumoor b joist or ehrw. Milt and food nal SNOW 4 GUARDRAILS AND HANDRAILS DESIGN LOAD SPEED (mph) PASSENGER VEHICLE GARAGES a CATEGORY 20 psf 120 SLEEPING ROOMS B SUBJECT TO DAMAGE FROM Weathering Frost Una Depth 24• or - Termite Decay Severe 36" Heavy To Moderate Moderate To Slight Winter Design lee Shield Undertaymsrtt - Flood Air Freezing Tamp Requirement 2-ICW- Hazards Index 11 INone Continued Mader, two pbcd None 599 EXPOSURE: (1111301.LIA) URBAOPENN, WOODED 0OASTAL C m DESIGN LOADS Perpendicular SOIL: MINIMUM BEARING CAPACITY = 2000 psf 3.104 BLDG: Coiling jest b pwdel roltws, face nam FIRST FLOOR (0340) - LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF SECOND FLOOR (LIM) V bre m to each stud and plots, fem nail LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF ATTIC -NO STORAGE (L/2401 2 -Ad 2 iMaplw 13/4 LIVE LOAD=10 PSF DEAD LOAD=10 PSF TOTAL LOAD= 20 PSF ROOF (L/240) - SNOW LIVE LOAD.20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 8301.5 USE LIVE LOADS ATTICS WITH LIMITED STORAGE 20 ATTIC WITHOUT STORAGE 10 DECKS 40 EXTERIOR BALCONIES 2" sumoor b joist or ehrw. Milt and food nal FIRE ESCAPES 4 GUARDRAILS AND HANDRAILS 200 GUARDRAILS IN -FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES a 50 ROOMS OTHERTHAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 Double top ptatds, lata nail 10d a. Elevated garage floors shall be capable of supporting a 7,0011 -pourer loaa appiieo over a 20•square-4nch area. b. NoStorage with roof slope not over 3 units In 12 units. C. Individual stair treads shall be designed for the uniformly distributed live bad or a 300 -pound concentrated bad acting over an area of 4 square Inches, whichever produces the greater stresses. d. A single concentrated bad applied In any direction at any point along the top. e, Attics constructed with wood trusses shall de designed In eacordanco with Section 8802.10.1 I. See Section R5022-1 for decks attached to exterior walla. !CIFICATIONS DIVISION 3- CONCRETE All footings shall bear on undisturbed soil at a minimum of 36" below grade. All concrete shall be stone aggregate with a minimum 28 day strength of 3000 P.S.I. DIVISION 4- MASONRY DIVISION 5- METALS All structural steel shall be A36 steel conforming to ASTM specifications. Affidavit to be filed with building department upon request. All structural steel fabrication, erection, and connections shall conform to latest RISC standards and specifications type 2 construction except as noted. All field connections to be 314" diameter machine bolts unless indicated otherwise. Shop connections to be either machine bolted or welded. All bolts to be A-325 friction type. Connections shall be per type 1 construction per AISC for portal frames and shall be detailed to develop at least full allowable movement and shear capacity. All remaining steel to have type 2 connections. A-307 bolts may be used for minor connections when acceptable to engineer. The structural steel fabricator shall submit shop drawings to the Architect for approval. Erection of structural steel shall not proceed until the shop drawings have been approved. All welding shall conform to AISC and AWS specifications. Steel encased in concrete shall not be painted. All steel surfaces not in contact with concrete shag receive one shop coat ofved paint, and after erection, one field coat. Omit primer paint at location of field welds and lgh strength bolts, these areas shall receive two costs once connections have been completed. No beams or columns shall be cut by the plumbing or air conditioning contractors without approval of the Architect. The structure shall be property guyed and braced. Grout under all column and beam bearing plates. Grout shall non-shrink,'Propak" or equal. Provide loose lintels as required for openings in masonry walls and partitions. Provide holes In shop for bolted blocking, pipe penetrations, etc. Details shall be shown on shop drawings for review by Architect. Beam web stiffeners shall be provided at points of reactions. DIVISION F WOOD AND PLASTICS All frtimingg lumber shall be rade stamped Douglas Fr -Larch structural grade No.2 or better with an Fb st 875 PSI and E=1,600,000 PSI. All LVL designations are sized based on 11-evel' Microllam 1.9s LVL tables for allowable uniform loads i all PSL designations are sized based on the 1Level' 2.00 Parallam PSL tables for allowable uniform bads. Floor -100%. (pIQ for max. live load with limited deflection of L./360 and roof -snow bad arwl 115% (pff) w/ deflection of V240. All sheathing to be APA rated exposure 1, 112" min. thickness @ roof and walls. All subflooring to be APA rated sturd4-floor, exposure 1, 3/4" min. thickness, T&G. AN edges of plywood to be set on solid blocking. Glue and screw all sheets. An headers 5'-0' and over shall be supported with double jack studs, 9'-0" and over with triple jack studs. All headers shall be a minimum of 2-2 x 8 or as shown on drawing. R502.7 Lateral restraint at supports. Joists shall be supported laterally at the ends by full -depth solid blocking not less than 2 inches (51 mm) nominal In thickness; or by attachment to a header, band, or rim joist, or to an adjoining stud; or shalt be otherwise provided with lateral support to prevent rotation. Exception: In Seismic Design categories DI and D2, Uutoral restraint shell be provided at each intermediate support. 8502.7.1 Bridging Joists exceeding a nominal 2 by 12 shall be supported laterally by solid blocking diagonal bre' Ing (wood or metal), or a continuous I Anch by 3 -inch (25.4mm by 78mm) strip nailed across the bottom of joists perpendicular to Joists at Intervals not exceeding a feet (2438mm). Solid blocking shall be provided for all Joists and floor beams as per N.Y.S. code or as noted @ 1'-0" o.c. min„ provide 2" space for air circulation in root. All walls running parallel to floor joists shall have a double floor joist below them. Double framing around all openings (skylights, stairs etc.) or as noted on drawings. All flush wood connections shall be fastened with rated galvanized metal Connectors by'Simpson Strong -Tie' or approved equal. An exterior nails shall be hot dipped galvanized. All roof rafters shall be attached to the plate and stud with galvanized hurricane type connectors by'Simpson' or approved equal. For timber pile foundations, provide hurricane dips at all perimeter joist to girder connections. Allre-engineered lumber shall be 'iLevel'TJI pries wood "I Beams" and LVL products or equal. All Joists, girders. and headers shall have bearing stiffeners Installed as per manufacturer's recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. A single 13(4' rim joist shall be required at floor perimeters. Handling, storage, and erection of components shall be as per manufacturers recommendations. All multiple LVL products to have 2 rows of 3/8" diameter hot dipped galvanized machine bolts @ 16" o.c. with staggered placement. Adequate blocking to be used around kitchen cabinets, backsplash, showers , built-ins, staircases, trim, and handrails coiling tan boxes. TABLE i116M.=(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS OEBCRIITION OF Bt1a DR4(i t LEMENTt NUMBER ASTEN y�u� MACING OF FASTENERS Joist to so OWN, toe nail 34d - V x r vibillm er Mn to owh Mot Is" nal 2 -ed 2 staptee, 134 - 2" sumoor b joist or ehrw. Milt and food nal 2-116d - Sole plate Is Or blocloky, tae nail led 1 r o c. Top or sold plata to stud, end pall 2.14d Lag Screw Elud to eW plate, Dao nal 3-6d or 2.16 - Double studs, two nail 10d 24- oz_ Double top ptatds, lata nail 10d 24• or - Sold plate to joist or bloddng a1 braced well parols 3-116r 161 o.c. Double toe Maus, minimum 4&4ne h 0sm at ant jeers, Ism net in Ips area 10-116111 12 Bloc" between joists or ra}lers to lop plate, ted nal 3-e4 - Run bot b by plot., be nd si r s a Top plaids, Lops at aorrws said intersoctimu, taco Pal 2-ICW- Either Direction Built-up header, two pieta wmh //2' spacer led 1 r o.c. Wong each edge Continued Mader, two pbcd 16d 1 r e.c. along each edge Covwq low to plea, We nam 341d 12 Con immm header b skrd, be nal 441d Perpendicular Ceiling lolst, We 4vw ptrtikons, tam nal 3.104 - Coiling jest b pwdel roltws, face nam 3-10d - Rallor W plate, lm nail 2-1N - V bre m to each stud and plots, fem nail 2 "Pied,2-6d / 3/4 Either Direction 1• x r sMaMwg M each bes". tam nal 2 -Ad 2 iMaplw 13/4 - - 1" x r shestvrg to each beorim tam not 2 -ed 3 elapids. 13/4 - wtdw than 1St r sheathing to each bearing, tam Pall 3-4d - Built-up eornw etude 10d 24' 4.o. Built-up eirMn aM blame. 24 neh kxnber layers 1Drr ' t+Yw as kAws 92• d.e, alto* and bone, and swleerw- two mile at ends "at each 2- planks 2-16d At each beans Role rollers b, valley or ratlem foe noel face nal 4.16 3-1441 - Mellor ties to milers, face nal 3'ed - Color to b rallws, lam nam, or 1 1/4" x 20 pgo ridge strap 3-104 324 VESCRIPMON OF BUN )MQ MATERIAL! DESCRIPTION OF FASTENERS Rai' SPACING OF FASTENERS 89,040 PW.rl I W"Musawl ansa» 0.0.0 Waw akudurol Pon** subeaw, real and well aheaWng be fromins, aM Fwflebbwr wen Mmawne be Info ne enr to 1/2' ed comoom nail (subtioor, wd) ed wnimo n rail (ntof) t a 129 Isw to 1" lid common nail (roof) s tr 1 11C b 11/4' 1 Od co mwm rel or ad Miornied nam a 12 OnYowW WON araaYrne O�barboodaaisMwmly" lubble nom if" stglia Ia. T 117nall Is a • 25W structural Cellulosic *Wboard Wm t*V 1 1/4' galvanized rppll% nail ed som. ram staple, Is so. I Ilr is a e //Y gypsum sh"INne 1 ill' galvwhiced nail ed cam. Phot staple gaiv. 1 /l y, 11/4- saors, typo w w S 4 e gypsum swathing 1 s/4' ealvonlaed MTh" nail all som. rel staid• ealy-1 *.air 19, 1 5/r screws, type W or s 4 177 1Jye - -Inattual Perera, owabwuwen su~ t.wwlaymwd WC aM less ed rdtormar nam of Sd som nail S 12 7h' ID 1' ed dolonnd4l red or ad Born real s 12 11/4* M 1 1/4" naOd l00tttnem Pal or M 1iew"o a 12 For 61:1 neh - 21.4 mn, 1 IM -3043 m".1 m% per haw .9447 fub: t ka .4.aK rare a AI naffs art wrwM~mnom bac or deMewd M»nRs QnW whore oowft i. e1MM. Wails u eed air ka Me aM wo" a9mecoone 9hd have aw»nrm averse. MMry y+w aa4nerha r eln-n, e0 ko ler Wm* dumoW at 0 het ore (90I owra w nag. eD hr M s wrk ewr-m a Wear khan 0.142 e»Ih bloc nM larpr sun 17 krtic. w 100 km Nr crura MuM=a of W42"or Mw. k Iwo" aka to lap wia ani two o rrinbraan 71144nch on derrrrr Bawl wrnri- C. MMa clot M eFaa9d M MI "rev 4hu i ehMl9a so aanlar a1 r errFpMle Mere fe•rr M 4i bhMrea M t Firatow by /-Nal or 44*0 by tier parole Mal be aeold vo wely. ♦ Sowq or Nsnwn not b1MuNd in No Wile Mut be booed an Able NW_3(2L t. Far m4wo trvbq boo C sand opeod of 114 rrFh orsnow, M 0dornod Prim • 90 IM rrM OW Mused for aaM iM 111) W weed "naawd panty reel oh"MV w live" Wilm nar»arrn 49►1ah iaarrr ken IWa aM errs, l Baan soot sills a rtan M 25 bel.,* N 35 Not monoses. e Far -Iwai twine batt v"M aa.a,0 el 100 m,h erfres. naw Nr 841=! w.ed osnreud FvhM roelalwaYYcq N s+4 end err aarwrd cob bo aped s Mhw en rnw. IMwI Ybaascc w.ra op"d r snwr dun 1W mFn. Pali Nr a1W�uy tw+al nrel MuyMy r n»muaun awr4 aha be #aa.d • bnhoa an aaranr fair nernrm Y4cwl ianrw born rbyaa, sow,0 ale mrb+a and errs; err a bMhoo on a-lrr tet eW air err e•^aq- k oypun fAatkciq Mir = I " r ASTM C 7t sed ah.t ba baud in mwdwm wih GA M Fbwb"d "ohbq aha dantarrn 10ASTM C 906. t cpciry at faatdnara on loan Mwat" =W cele 4Wo rNeFra Nmw -rrp� h' k=nM nrn►yiMa w nrwiM Wily and M r Mar notice fit nkat w s .01op" o" oft-MrpMhn+ -Awn 1M k� a trodrtN'edM WMavwd aaaarn w r" -FBM' ty pr df tea was. Roar Frnnow aha be awWmd by tartwq mrMws or solid bion". FASTNER SCHEDULE FOR GYPSUM BOARD SHUTTER FASTENING SYSTEM Permanent FASTNER Maximum Maximum 4f Gypsum TYPE Orientation Of Splicing Of Fastenering s Board Application To Fsumtboard FraminMembg re (Incites) (Inches) 12 Lag Screw (Inches O.c.) Nails Screws 4:12 Ceiling Either Deireetion 16 7 12 Minimuirn Ceiling Perpendicular 24 7 12 1/2' Wall Either Direction 24 S 12 12 Wall Either Direction 16 a 16 20 2 2 190 Ceiling Either Delrectbn 16 7 12 CauNc Ceiling Perpendicular 24 7 12 5/8" Wall Either Direction 24 S 12 Window Wall Either Direction 16 a is SHUTTER FASTENING SYSTEM 10%0 Lr- MWI.G.IdL WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Permanent FASTNER Continuous 4 feet Inctalted In Masonry TYPE 2•x4" Trim for 5/0' Expulsion < Panel span 24 Soil at 24' e.c. Spacing 5 8 feet Minimum 16 12 Lag Screw Screws 30 45 4:12 at 1a' oda. 16 16 12 Minimum Minimuirn 20 2 3 242 305 15132• I SM2' 28 3 4 3RA 427 32 4 4 3A7 Plywood Pilmmoodl Minimum 549 Horlaontal 12 Minkmim 1/tlindow 144 and vertical 192 20 2 2 190 Glass 5.12 2x4' 3 ��T" CauNc 28 33265 Stitlioners Horizontal 2 3 4 s• and Vertical Winflow 36 3 4 341 431 Minimum 2'x4" Window 103 130 Stulenws window Sul f silo A W"d Stud Wall H 10%0 Lr- MWI.G.IdL WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Permanent FASTNER Anchor 4 feet Inctalted In Masonry TYPE Panel span 5/0' Expulsion < Panel span 24 Soil at 24' e.c. 5 6 feet 5 8 feet Minimum 16 12 9 Screws 30 45 4:12 2-1/2"#8 wood 16 16 12 Minimum 244 20 2 3 242 305 24 3 3 290 I SM2' 28 3 4 3RA 427 32 4 4 3A7 488 Pilmmoodl Minimum 549 Horlaontal 12 1 2 114 144 and vertical 192 20 2 2 190 239 5.12 2x4' 3 ��T" CauNc 28 33265 Stitlioners 2 3 4 s• 383 36 3 4 341 431 Minimum 12 1 2 103 130 Continuous 173 2•x4• Trim 216 for spacing Masonry Wall 28 2 3 241 10%0 Lr- MWI.G.IdL WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I I I 1 I I I I I UPLIFT, STRAP & LATERAL SHEAR CONNECTIONS REQUIREMENTS (PER 2001 WFCM) TABLE 3AB UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B ((ROOF -TO -WALL, WALL-TO-WALL, AND WALL -TO -FOUNDATION - PERSCRIP nVE ALTERNATIVE TO TABLE 3.4) ROOF SPAN (FEET) FASTNER SPACING (inches) FASTNER FOR FRAMING SPACING 16 INCHES 4 feet 6 feet TYPE Panel span < Panel span < Panel span 24 < 4 feet 5 6 feet 5 8 feet 2-1/2" #6 Wood 16 12 9 Screws 30 45 4:12 2-1/2"#8 wood 16 16 12 Screws 244 20 2 3 242 305 I I I 1 I I I I I UPLIFT, STRAP & LATERAL SHEAR CONNECTIONS REQUIREMENTS (PER 2001 WFCM) TABLE 3AB UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B ((ROOF -TO -WALL, WALL-TO-WALL, AND WALL -TO -FOUNDATION - PERSCRIP nVE ALTERNATIVE TO TABLE 3.4) ROOF SPAN (FEET) FASTEST MILE WIND SPEED 110 (MPH) - NUMBER OF 8d COMMON NAILS IN EACH END OF 11/4' X 20 GAGE STRAP MAXIMUM ANCHOR DOLT SPACING (IN.) FOR FRAMING SPACING 16 INCHES 12 2 16 2 20 2 24 3 28 3 32 3 36 4 13 STORIES 30 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR I BOLTS) RESISTING LATERAL St SHEAR LOADS FROM WIND - TABLE 3.2B EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) BOTTOM PLATE TO ROOF SPAN (ft) MAXIMUM ANCHOR DOLT SPACING (IN.) FOUNDATION ANCHOR FOU1�NDATION (3 Second Gust Wind Speed 110 i 120 rnph) DOLT CONNECTION su PORTING 224 REstsTlNa 298 20 3 4 294 VEND ZONES UPLIFT LOADS 13 STORIES 1t2' ANCHOR BOLTS LA• ANCHOR BOLTS LATERALAND SHEAR LOADS 13 STORIES 30 45 SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS)) RESISTING UPLIFT LOADS FROM WIND - TABLE 3.2C EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) BOTTOM PLATE TO ROOF SPAN (ft) MAXIMUM ANCHOR BOLT SPACING (MI.) FOUNDATION ANCHOR DOLT CONNECTION RESISTING FOUNDATION SUPPORTING 12 (3 Second Gust Wind Speed MPM 176 224 110 1 120 298 20 3 4 294 VEND ZONES UPLIFT LOADS 13 STORIES 32 33 INTERIOR ZONES 32 4 S 471 597 45 1 38 TABLE 3.6 A 3.6A RIDGE CONNECTION REQUIREMENTS FOR WIND - EXPOSURE B ROOF PITCH ROOF SPAN (ft) No. of ad common Nails or t Od Required capacity Box Nails to each end of 1-1/4" of ridge connection x 20 gage Strap (010 THREE SECOND WIND GUST SPEED 110 Mph 120 Mph 110 Mph 120 Mph 3:12 12 2 2 176 224 16 2 3 235 298 20 3 4 294 373 24 3 4 353 447 28 4 5 412 522 32 4 S 471 597 36 5 6 529 671 4:12 12 2 2 145 183 16 2 2 193 244 20 2 3 242 305 24 3 3 290 366 28 3 4 3RA 427 32 4 4 3A7 488 36 4 5 435 549 12 1 2 114 144 16 2 2 152 192 20 2 2 190 239 5.12 4 3 ��T" 287 28 33265 5 2 3 4 303 383 36 3 4 341 431 6:12 12 1 2 103 130 16 2 2 138 173 20 2 2 172 216 24 2 3 207 260 28 2 3 241 303 2 3 3 276 346 36 3 4 310 389 7:12 - 12:12 12 1 1 97 122 16 2 2 130 162 20 2 2 162 203 24 2 243 28 7 3 1 227 1 284 32 R 3 324 36 3 3 292 1 365 I I I I I I I 1 I I I I I I I I TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE @ EACH RAFTER IN LIEU OF STRAP. ICE SHIELD UNDERLAYMENT REQUIRED -ALTERNATE POSITION OF HURRICANE CUP SIMPSON H2.5 HURRICANE TIE TYP AT EACH RAFTER -TO -PLATE CONNECT N. USE 5-8d ROOF PRESSURE ZONES AND NAILING SCHEDULE TABLE 3.3A RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS (PRESCRIPTION ALTERNATIVE TO TABLE 3.3) ALLOWABLE DEFLECTION NAILS AT RAFTER AND U180 PROVIDE 8d COMMON 110mph RAFTER/CEIUNG JOIST 5-8d NAILS AT TOP PLATE NUMBER OF ltd COMMON NAILS NAILS @ 4" O.C. AT EXTERIOR EDGE OF ALL LSTA J Panel Edges 4" o.c. SHEATHING. TO TOP PLATE CONNECTION APA RATED PLYWOOD TO 8-10 3 Door Tag 8 EXTEND TO TOP OF TOP 18 CS20- 24" METAL STRAP - PLATE. TYP AT EACH STUD W/ 3 �...� a t , 8 5-8d NAILS AT EACH END 24 X X<�X Interior Elevation Tag LENGTH W'--yM-•rte' "" CS20- 36" METAL STRAP - MO -1. w+..r a. ""' '•'�-r 6.wao' TYP AT EACH JACK POST -rev-NrK. W-Vf "'h` ��T" orr+r.t ''"^ W/ 5-8d NAILS AT EACH END LENGTH VAN ; I FLR-TO-FLR HOLDOWN I TYP PER PLANS J.101 A n".n. { -"�--• na unrGrn coda. a "-^»^-� PLYWOOD SHEATHING `. « ti� TO OVER LAP BOX CS I. owhode" ;� HDU BEAM - TOP + BOTTOM. L ,,,, boo PROVIDE SIMPSON DOUBLE TOP-/HDU5-SDS2.5 PLATE @ SHEAR WALL- CORNERS - SEE PLAN LOCATIONS 2x Wall Frame H6 STUD TO RIM per Plans OR - SIMPSON CS20- 20" . 1 1/4" WIDE - 20 GAGE PROVIDE SIMPSON METAL STRAP @ EACH STUD HDU5-SDS2.5 STRAP TO STUD @ SHEAR WALLS CORNERS Ilk w/ 5 - 8d NAILS AT EACH - SEE LOCATIONS END HDU 2 - #5 REBAR �^ ` NAIL SHEATHING TO SILL PLATE t 8d NAILS @ 4" O.C. 1 2 x 6 SILL PLATE STRAPPING SECTION. ACQ TREATED. 5/8" x 12" A.B. @36" OC. SEE FOUNDATION DWG.--Tw/ FENDER WASHER. FOR TYPICAL DESIGN. ROOF PRESSURE ZONES AND NAILING SCHEDULE TABLE 3.3A RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS (PRESCRIPTION ALTERNATIVE TO TABLE 3.3) NAILING ZONES FOR ROOF SHEATING IN 110mph PEAK GUST WIND ZONE FOR THE CASE STUDY BUILDING ---------------------�---- t I %� F� ,r • t t �% �� t 2 �. t , 1 - ----------1---------------- .l ALLOWABLE DEFLECTION FASTEST MILE WIND SPEED AT U180 Zone 1 110mph RAFTER/CEIUNG JOIST WALL HEIGHT NUMBER OF ltd COMMON NAILS SPACING (IN.) (FT.) ENAILED) REQUIRED IN EACH AFTER ANDIOR CEILING JOIST Panel Edges 4" o.c. 6" D.C. TO TOP PLATE CONNECTION 12 8-10 3 Door Tag 8 3 18 Section X. Sheet A -XXX 10 3 �...� a t , 8 4 24 X X<�X Interior Elevation Tag X 10 5 NAILING ZONES FOR ROOF SHEATING IN 110mph PEAK GUST WIND ZONE FOR THE CASE STUDY BUILDING ---------------------�---- t I %� F� ,r • t t �% �� t 2 �. t , 1 - ----------1---------------- .l ALOWABLE oEFLEGTiON OF EMBERS TABLE H3UiJ STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes grater than 3/12 with no finished ceiling attached to rafters U180 Zone 1 Zone 2 Zone 3 Zone 4 Feld 8" D.C. 12" D.C. 3" o.c. 4" o.c. Panel Edges 4" o.c. 6" D.C. 3' O,c. 3- o.c. - Fence 101 Door Tag ,ot ALOWABLE oEFLEGTiON OF EMBERS TABLE H3UiJ STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes grater than 3/12 with no finished ceiling attached to rafters U180 Interior walls and partitions H/180 Floors and plastered ceilings 0360 All other structural members 0240 Exterior walls with plaster ors c;co finish H/360 Exterior walls- Wind loads with brittle finishes U240 Exterior walls- wind Ioads with flexible inls es - - - - HURRICANE TiE TYP M M FLOOR JOIST HEADER FLOOR JOIST TOP OF FOUNDATION STRAPPING ELEVATION ROOF SHINGLES TYP. 3/4" PLYWOOD SHEATHING ROOF RAFTERS TYP, PER PLANS H6 JOIST STRAP TYP. AT EACH RAFTER OR PER PLANS 2x8 DROPPED GIRDER 112" GALVANIZED CARRIAGE BOLTS 40 TREATED POSTS H6 JOIST STRAP TYP. AT EACH JOIST OR PER PLANS TREATED DECK FRAMING l BEYOND PER PLANS t I 1/2" GALVANIZED , CARRIAGE BOLTS TREATED DROPPED DECK GIRDER OR PER PLANS SIMPSON ADJUSTABLE POST BASE TYR PER PLANS •�s,a " 10" C.I.P. CONCRETE SONOTUBE DECK FOOTING, T-0" BELOW GRADE MIN. Issue Date: Permit Set 06.01.2012 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below - - - - - Guidelines - - - - - Fence 101 Door Tag ,ot Window Tag --' Section X. Sheet A -XXX �...� a t , Detail Tag Elevation Tag X X<�X Interior Elevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax: 631 537 5116 Project manager: Viola Rouhani E-mail: yr@stelleco.com Markel / Wedge Residence 100 Harbor Rd. Orient, NY 11957 Code Requirements Scale: Noted Note: If Drawing Is Printed On 11 x17 Paper Scale Is 50% Scale Above A-002 0806 31 TS © 2009 Stelle Architects, P.L.L.C. All Rgtts Mdswed UNIT WIDTH UNIT WIDTH UNIT WIDTH UNIT WIDTH UNIT WIDTH UNIT WIDTH EQ EQ EQ EQ JEQ EQ EQ EQ EQ EQ x LU x zz M x 0 W x z TYPE A -HINGED 1 PANEL TYPE B -HINGED 1 PANELTYPE C - HINGED 2 PANEL (:)_;TYPE D - 2 PANEL SLIDER TYPE E - 3 PANEL SLIDER OXO TYPE F - 3 PANEL SLIDER OOX _ UNIT WIDTH UNIT WIDTH UNIT WIDTH EQ EQ EQ EQ rl EQ EQ UNIT WIDTH UNIT WIDTH LL) x t z _ TYPE G - 3 PANEL SLIDER 0TYPE H -1 PANEL INTERIORTYPE J -1 PANEL INTERIOR TYPE K - BARN DOOR SLIDER TYPE L - OVERHEAD GARAGE CN:. 0 N.. N.T.S. N.T. . I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I Issue Date: Permit Set 06.01.2012 ED Arc G. U h% 0293 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below --------- Guidelines — — — — - Fence Door Tag 101 Window Tag —� Section X, Sheet A -XXX tX T L ' QX Elevation Tag x X XXX X Interior Elevation Tag X lip D UNIT WIDTH LL) x t z _ TYPE G - 3 PANEL SLIDER 0TYPE H -1 PANEL INTERIORTYPE J -1 PANEL INTERIOR TYPE K - BARN DOOR SLIDER TYPE L - OVERHEAD GARAGE CN:. 0 N.. N.T.S. N.T. . I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I Issue Date: Permit Set 06.01.2012 ED Arc G. U h% 0293 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below --------- Guidelines — — — — - Fence Door Tag 101 Window Tag —� Section X, Sheet A -XXX tX Detail Tag L ' QX Elevation Tag x X XXX X Interior Elevation Tag X 0 ILL LU !E T � z z z S M - C z D UNIT WIDTH LL) x t z _ TYPE G - 3 PANEL SLIDER 0TYPE H -1 PANEL INTERIORTYPE J -1 PANEL INTERIOR TYPE K - BARN DOOR SLIDER TYPE L - OVERHEAD GARAGE CN:. 0 N.. N.T.S. N.T. . I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I Issue Date: Permit Set 06.01.2012 ED Arc G. U h% 0293 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below --------- Guidelines — — — — - Fence Door Tag 101 Window Tag —� Section X, Sheet A -XXX tX Detail Tag L ' QX Elevation Tag x X XXX X Interior Elevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax: 631 537 5116 Project manager: Viola Rouhani E-mail: vr@stelleco.com Markel / Wedge Residence 100 Harbor Rd. Orient, NY 11957 Door Schedules Scale: Noted Note: It Drawing Is Printed On 11 x17 Paper Scale Is 50% Scale Above A-003 0806 31 TS © 2009 Stelle Architects, P.L.L.C. AN Nights Reserved UNIT WIDTH ---i UNIT WIDTH x S2 s t D � � u S2 t. Wall To Remain New Wall New Foundation Wall L Lines Above ------------ z - - - - - Guidelines ----- Fence toi Door Tag 51 ^r : CH itl. M1I' WINDOW" DOLE .,`E -� t 2'„777=t l I - it,, I I, • :tL' • tl��: <,`r ,r r,"r•�r f,r' ',: , s• <"r, ��; c,r`�" •r': ,;�'„r,s -ire ,r' r�, r ;r+ ��; :.r, �r =r'�,r,,^�;,`r`,�`r,n`r,:,`r, r,,, f,,n ,T,,,,,;, r;,. r`r ;`�,' + f ^,7:" roe •? „r .. I: ? Vit} '} ,,..,,+..>t} '•}., ,+ ',. ,,M1}; tl ,11..,ti R�, aM1,+``t,rr`,i� t,:`: M1l s, tit tl., tl 51 't,' '} 1113 X Elevation Tag X it X XXX X Interior Elevation Tag LU M NO t;r° MANUFACTURERL ATI N f. PE ' : = FINISH ,'r;``; UNIT IMEN I N H OU H PENING x SILL HEIGHT, MIN. U VALUE ; : ;,: PERFORMANCE ; LAR HEAT E TIFlED AIR,'; °' MAX ALLOWABLE,,,,, RDWARE . GLASS i DIIJISIONS REMARKS ABOVE F.F. RATING GAIN COEFF. INFILTRATION INFIL PER 1 Q1 Kawneer :.. Ent Vestibule ., T e 1 • TB.D , • r n 1 N - - 3 6 x 8 10 /_ n 3 7 112 1 ua x 8 10 3/4 . 1 r 0 -0 0.36 DP 55 0.47 0.1 0.4 ::.:, , T.B.O `:. ':` , :. ; HP Low-ETem Tempered Fixed 102 Kawneer Entry Vestibule Type 1 T-B.D 3'-6" x 8'-10" 4'-1 1/2" x 8'-10 3/4" 01-0" 0.36 DP 55 0.47 0.1 0.4 T.B.D HP Low -E Tempered Fixed 103 Kawneer ,'; ,, , .: , ,, : Ent Vestibule T e 1 , . T.B.D 1 r r r :. 56x810 -., 5 7112 x 8 103/4 0-0 0.36 DP 55 0.47 0.1. ... ,... 0.4 :.:.:........... ...: T.B.D _:'':;::'' _,.. ,:r;,, '.,::: '., '.: HP Low-ETem ered :, ;- ,': Fixe 104 Kawneer Living T e 1 T-B.D 3'-6" x 8'-10" T-7 1/2" x 8'-10 3/4" 0'-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Fixed 105 Arcadia T-200,,, Pant " .. T e 2 T.B.D. -, 1 1 11 :: :... .., 2 -6 x 2-6 1 H 2 7112 1 Y x 2 6 3 /4 1 N .: 5-0 0.36 ..,. DP 55 0.47 , , ... ' 0.1 - 0.4',: - ., ..,:,, ::;;, :..`. ;.. " : �'' ',: � T.B.D:...,., ... ,,:,'.` HP Low-ETem Tempered ' ::,:': Av+/nin ' 106 Arcadia T-200 Powder Room Type 2 T.B.D 4'-0" x 4'-0" 4'-1 1/2" x 41-0 3/4" V-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Awning 107 Arcadia T-200, Laund Type 2 T.B.D _ 1 n 1 n :. .. _ - 2 6 x 2 6 1 r _ 2 7112 1 n _ x 2 6314 5 -0 0.36 DP 55 4 0 7 ,..'.: 0.1 0. 4' :: ',:::::,: T B D > '; % ` ' '` ::"; :. ` HP - Tempered Low E e ered `, ,. Awning' 108 lKawneer Guest Bedroom Type 2 T.B.D-6u x 2'-6" 2'-71/2" x 2'-6 3/4" 0'-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Fixed �9 Arcadia T 200 „' Guest Bedroom e 2 T.B.D r u 1 11 2 -6 x 2.6 1 2 -7 1 /2 x 2 -6 3J4 „ 5 -0 0.36 „ DP 55 0 4 ", 0.1 ,I ,,. ,,,,; „.. 0.4 „' . , ;' " T.B.D "t, ,HPL Low 110 Arcadia T-90 Guest Bathroom Type 2 T.B.O 2'-6" x 2'-6" 2'-71/2" x 2'-6 3/4" 5'-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Awning 111 � ' Kawneer :. Stair T e 3 ' T.B.O ., .,. 1 N 1 It 7-6 x 13-0 1 N 7 -7 1/2 1 1 x 13 0 314 ., 5 0 0.36 DP 55 0.47 0.1 ' " .. .. ... 0.4 ".;.... :'::'':. .. .. T.B.D :: '::'; : _ .: ;::.:'::,' ; "'. ;.,'`, HPLow-ETem Tempered .. .. Fixed 112 Kawneer Stair Type 4 T.B.D 3'-6" x 13'-0" 4'-1 1/2" x 13'-0 3/4" 5'-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Fixed ' 201 Arcadia ULT -5i'66` Hall " T 5 : T.B.D 7-6" x 4=0" :' : , 7'-7 i12" x 4'-0 314" : 3'-6" 0.36 DP 55 0.47 0.1 0.4 T.B.D HPLow-E Tem ered ' " „Slider 202 Arcadia ULT -5500 Hall 5 T-B.D 7'-6"x 4'-0" 7'-71/2" x 4'-0 3/4" 3'-6" 0.36 DP 55 0.47 0.1 0.4 T.B.D HP Low -E Tem ered Opposite Hand Slider 203 Kawneer : -Type Master Bedroom " :' :.' e 1 T.B.D 1 n 1 11 .. 4 -0 x 7 6 4 1 112 x 7 63/4 0 -0 0.36 .. ., DP 55 . 0. 7 0.1 0. B D : ' H Low-ETem Tempered Fixed 204 Kawneer Master Bedroom Type 1 T.B.D 4'-0" x 71-6" 4'-1 1/2" x 7'-6 3/4" 0'-0" 0.36 DP 55 0.47 0.1 0.4 T.B.D HP Low -E Tempered Fixed 205 Arcadia T-206 ., ,_, ' ', Master Bedroom '' e 6 ' T.B.D . 11-6 x 4 -0 - - 11 7 1/2 x 4 0 3J4 - 3 6 0.36 P D 55 4 0. 7 . 0.1 ' : 0.4 ,'; `: B. 7 D HP w- Lo ETem ered Awning - 206 Arcadia T-200 Master Bathroom e 7 T-B.D 7'-6" x 4'-0" 7'-71/2" x 4'-0 3/4" 3'-6" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Awning " 207 , Arcadia 'T 200 ' ' ' ; Bedroom 2 ' :. T e fi ' T.B.D I U 1 Y "•' 11-6 x 4 -0i� 1 11 1 tl 11 -7 i/2 x 4 -0 3/4 � - 3 -6 0.36 DP 55 0.47 0.1 0.4 , T.B.D HP Low-ETem Tempered Awning 208 Arcadia T-2000 Bedroom 1 Type 6 T.B.D 11'-6" x 4'-0-1 11'-71/2" x 4'-0 3/4" 3'-6" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Awnin 209 .'. ::.. . ..... Arcadia T-200 :, ,; ;., .. .... .: .. Bedroom i .:.' e 8 :. . .. T.B.D 1 r t 11 ' .:. ,. 4 -0 x 4 -0 1U 4 -1 112 x'41-0 3J4 3 -6 0.36 DP 55 0.47 ' ': 0.1 ' ' 0.4 ,, T.B.D `:;'; ; .:: ;:. ' ' HPLow-ETem Tempered Double Hun 210 Arcadia T-200 Hall e 2 T-B.D 2'-6" x 2'-6" 2'-7 1/2" x 2'-6 3/4" 3'-6" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered Double Hun 211 Arcadia T-200- , ' ; ,, Media Room ;':..:::: e 2 .. T.B.D 1 It 1 tl -6 x 2-6 I r 2'-7 112" x 2'-6 3/4 ' " 3 -6 0.36 DP 55 0.47 0.1 '. 0.4 . T.B.D .. ,. ',' HP Low-ETempered,,.'` Double Hun 212 Arcadia T-200 Media Room 2 T-B.D 2'-6" x 2'-6" 2'-71/2" x 2'-6 3/4" 3'-6" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP low -E Tempered Awning 213 rcadia T 200 "'' -Type t Kids Bath T e t T.B.D 1 1 It .. ,:• n 2 6 x 2 6 2 71/2 x 2 -6 3/4 6 0.36 DP 55 0. 0. Q 4 T B H Low Tempered Awning 2 14 Kawneer n Connector T e 1 T. B.D 1 u 1 n 7- 5 -6 x 0 I u - 112 5 7 I r / x7-634 r x 0 -0 0.36 DP 55 0 .47 01 0.4 TB.D P - T H Low -E Tempered Fixed G01 Arcadia T-2 00 Gara e. T e t T.B.D _' 1_ N /_ II 4 0 x 4 0 - 4 1 1 /2 x 4-0 3/4 4 -0 0. 6 3 DP 55 ` 0.47 0.i 0.4 T.B.D ° HP Tempered T e ed " Awning G02 Arcadia T-200 Gara e T e 2 T.B.D 4'-0" x 4'-0" 4'-1 1/2" x 4'-0 3/4" 4'-0" 0.36 DP 55 0.47 0.1 0.4 T.B.D HP Low -E Tempered Awnin G03 ,:;,.,. Arcadia T 200 ;;. ;,. ,, Gara a e 2' TB.D 1 -0 x 4 0 1 r - 4 1 1/2 r n x 4-0 3/ 4 1 n 4-0 0 3 6 D P 5 5 0. 7 .,. 4 0.1 ....... ::. .::::....... 0.4 T.B.D ; HP Low- Tempered E Awni n G04 Arcadia T-200 Gara e e 2 T.B.D '-0" x 4'-0" 4'-1 i/2" x 4'-0 3/4" 4'-0" 0.36 DP 55 0.47 0.1 0.4 T.B.D HP Low -E Tempered Awning .' G05 . ,. I� Arcadia T-200 ,' . ':`' ' ' ' .;.. '. .... :.', Garage :. e 2 T.B.D 1 N 1 11 -0 x 4 -0 t N 4'-1 1/2" 1 Y x 4'-0 3/4 -0 0.36 DP 55 0.47 .. 0.1 0.4 T.B.D HP Low=ETem Tempered .. Awning G06 Arcadia T-200 Gara e Type 2 T.B.D 4'-0" x 4'-0" 4'-1 1/2" x 4'-0 314" '-0" 0.36 DP 55 0.47 0.1 0.4 T-B.D HP Low -E Tempered JAwning G07 Arcadia T-200 '' ';,, :' ,''...: '.'.t` Garage e 2 ,...,, T.B.D ', : ": -0 x 4 -0 4 -1 1/2 x 4 -0 W4 -0 0.36 DP 55 0-47 " ' 0.1 0.4 T.B.D :, ',:' „ . ,; HP w -E Tem LO Tempe r re . ': wn' A In . Note 1: This building is designed as a partially enclosed structure. Refer to wall components and cladding schedule for minimum pressure roquitremonts. Note 2: All doors and windows shall either have impact resistant glazing or be protected with an approved covering as to comply with RCNYS R301.2.1.2 Note: Contractor shall field ver;4,j all unit dimensions and rough openings prior to start of door and window manufacturing. UNIT WIDTH ---i UNIT WIDTH x S2 s t D � � u S2 t. Wall To Remain New Wall New Foundation Wall L Lines Above ------------ z - - - - - Guidelines ----- Fence toi UNIT WIDTH k UNIT WIDTH Ilk EQ EQ W) i w s z UNIT WIDTH V UNIT WIDTH EQle EQ EQ EQ EQ ri S2 z 0 -TYPE 1 TYPE 2 o--Iy PE 3 TYPE 4 C)_M PE 5 CYD YPE 6 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N. . UNIT WIDTH UNIT WIDTH EQ EQ t. Wall To Remain New Wall New Foundation Wall - - - - - - - - Lines Above ------------ Lines Below - - - - - Guidelines ----- Fence toi Door Tag tot Window Tag -� Section X, Sheet A -XXX X 3... W 1113 X Elevation Tag X it X XXX X Interior Elevation Tag LU M 0 -TYPE 1 TYPE 2 o--Iy PE 3 TYPE 4 C)_M PE 5 CYD YPE 6 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N. . UNIT WIDTH UNIT WIDTH EQ EQ Issue Date: Permit Set 06.01.2012 Dntwing Legend: t. Wall To Remain New Wall New Foundation Wall - - - - - - - - Lines Above ------------ Lines Below - - - - - Guidelines ----- Fence toi Door Tag tot Window Tag -� Section X, Sheet A -XXX X 3... Detail Tag 1113 X Elevation Tag X X XXX X Interior Elevation Tag X M Issue Date: Permit Set 06.01.2012 Dntwing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall - - - - - - - - Lines Above ------------ Lines Below - - - - - Guidelines ----- Fence toi Door Tag tot Window Tag -� Section X, Sheet A -XXX X 3... Detail Tag X Elevation Tag X X XXX X Interior Elevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax: 631 537 5116 Project manager: Viola Rouhani E-mail: yr@stelleco.com Markel / Wedge Residence 100 Harbor Rd. Orient, NY 11957 Window Schedules Scale: Noted Note: It Drawing Is Printed On 11x17 Paper Scale Is 50% Scale Above A-004 0806 31 TS © 2009 Stelle Architects, P.L.L.C. 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Orient, NY 11957 Secdlons Note: If Drawing Is Printed On 11x17 Paper Scale Is 50% Scale Above A-300 0806 31 TS © 2009 Stelle Architects, P.L.L.C. 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Orient, NY 11957 Sections Scale: 1/4" • 1'-0" Note: It Drawing Is Printed On 11 x17 Paper Scale Is 50•ti Scale Above Am300 0806 31 TS ® 2009 Stolle Architects, P.L.L.C. Ar N*ft Newood - --- ------ --- --- ---- T.O. STEEL EL. 2W4 §@!V 504" Shade Pod* With Automatic Rol Shade I.R. CEILING HT. 2e4r _5W Is ]ypsum end Cel e�yoard Scheduled T.O. F.F. EI, 21'-W T.O. STEEL EL. 20'-10% 584" Shade Pocket With Automatic Rol Shade 1 ST FLA. CEILI VNO, 111, 12'-4' T.O. F.F. EL 10'-0' T r T.O. SLAB EL. V4 T.O. FOOTING EL 5'-4 I i i t -up 'Ya~ Gutter With �ar Drainsiny, Pitch nding Seam Metal Roof K Ice & Water shield a ' Ply„ Deddng * Mahogany Purlln * Mahogany Rafter Tai STEEL EL 29'-e 5A"e . CEILING HT 2V4r lar Shingle Siding ' Felt Underiayment 7 insulated Sheathing Nis With 1" Closed Cel srior Walls With R-19 B dation (Typical) T.O. F.F. 8.21 -VQ a. a. STEQ EL 20.10"Q R. CEILING THS T.O. F.F. EL. 10'4r C.I.P. Concrete Rat Slab, awVaporbafflor On 4' l Oiw Compact Earth T.O. SLAB EL, b'-6" Q! D. FOOTING EL 5'- e oncrete Footing Section (:D�al Section3 WaI.Sectio0WeF : r -5/4 Wood Decking With Concealed Fastening System On Sleepers & EPDM Hoofing Over Pitch Board T.O. STEEL EL. 20'-5 3/4" Qa -3 Equal Height Wood Fascia Boards On Battens (Typical) -Steel i PSL Beams Par Structural Drawings (Typical) 1 ST FLA. CEIUN§l HT 19 -4- -Smooth Stucco Over 10 Dams -glass Gold Sheathing % pical At Soffits Of Horizontal Overhangs) -5/4 Wood Decking With Concealed Fastening System Over Deck Joists, TBD T.O. F.F. EL 10'-6"0 ICF Foundation Wel And Footing Per Structural Drawings T.O. SLAB EL. 5'-6" n T.O. FOOTING EL5'-4"e I"us Dds: Permit Set 06.01.2012 DrrMng Lepnd: Wall To Be Removed Wail To Remain New Wall New Foundation Wal - — — — — — — - Lines Above ------------ Lines Below ------- — Guidelines — — — — - Fence 101 Door Tay 101 Window Tay x Section X, Sheet A -XXX --: Detail Tag Elevation Tap X<;>X Interior Elevation Tag X STELLEARCHITECTS PO Box 3002 48 Foster Avenue Bridgehampton NY 11932 Telephone: 631 537 0019 Telefax: 631 537 5116 Project manager. Viola Rouhani E-mail: vr@atelieco.com Markel / Wedge Residence 100 Harbor Rd. Orient, NY 11957 Wail Seelllons Scale:1 1/2" =1'-0° Note; It Drawing is Printed On 1107 Paper Scale Is 5044/. Scale Above A-500 0806 31 TS ® 2009 St ll Architects, P.L.L.C. GENERAL STRUCTURAL NOTES A. DESIGN CRITERIA: 9. CONCRETE PLACED IN HOT WEATHER SHALL BE IN ACCORDANCE TO ACI 305. CONCRETE PLACED IN COLD WEATHER SHALL 4. ALL METAL DECK SHALL BE WELDED WITH E6022 ELECTRODES UNLESS NOTED OTHERWISE. ALL WELDERS SHALL HAVE MEET THE REQUIREMENT OF ACI 306. "LIGHT -GAUGE" CERTIFICATION PER A.W.S. REQUIREMENTS. 1. BUILDING CODE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE TO THE 2010 NEW YORK BUILDING CODE WITH 10. DO NOT RETEMPER CONCRETE AFTER THE INITIAL SET. 5. THE DECK SHALL BE MANUFACTURED AND ERECTED PER S.D.I. AND IN ACCORDANCE WITH I.C.C. REPORT ESR 1735P. STEEL ORDINANCEIAMENDMENTS BY THE CITY OF SUFFOLK COUNTY. 11. FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING: ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY EXCEPT AS OTHERWISE NOTED. 2. STRUCTURAL LOADS a. DEAD: FLOOR = 23 psf ATTIC = 12 psf SLOPED ROOF = 8 psf b. LIVE: FLOOR = 40 psf ATTIC = 20 psf BALCONY = 60 psf c. SNOW: GROUND Pg = 20 psf d. WIND: BASIC WIND SPEED FASTEST THREE SECOND MILE V3S = 120 mph IMPORTANCE FACTOR Iw =1.00 EXPOSURE C ANALYSIS METHOD: SIMPLIFIED REFER TO DETAIL 10/S1.03 FOR COMPONENT AND CLADDING PRESSURES e. SEISMIC: IMPORTANCE FACTOR IE = 1.00 OCCUPANCY CATEGORY =11 SITE CLASS D (Sms = 0.319; Sm1 = 0.133) SHORT PERIOD SPECTRAL RESPONSE SDS = 0.213 SPECTRAL RESPONSE 1 SECOND PERIOD SD1 = 0.089 SEISMIC DESIGN CATEGORY B BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY STEEL MOMENT FRAMES R = 3, Cd = 3, 00 = 3 DESIGN BASE SHEAR = 0.061 x WEIGHT (EACH WAY - ULTIMATE) ANALYSIS METHOD EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7-05 B. FOUNDATION PREPARATION: 1. REMOVE ALL DEBRIS AND ORGANIC MATERIAL FROM THE FOUNDATION AREA. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT/ENGINEER IF ANY EXISTING SUB -GRADE STRUCTURES ARE FOUND DURING EXCAVATION. 2. THE FOUNDATION IS DESIGNED IN ACCORDANCE TO THE GEOTECHNICAL INVESTIGATION FOR THIS SITE BY , INC. - PROJECT # "DATED , 2011. 3. ALL FOOTINGS ARE TO BE FOUNDED AT NOT LESS THAN 2'-6" BELOW LOWEST FINISH GRADE WITHIN V-0" OF EACH BUILDING PERIMETER ONTO UNDISTURBED EXISTING SITE SOILS OR COMPACTED FILLS HAVING A MINIMUM BEARING CAPACITY OR 3000 PSF. ALL COMPACTED FILLS SHALL MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 4. ALL REQUIREMENTS FOR COMPACTION, FOUNDATION, AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION. 5. ALL EXCAVATIONS FOR THE BUILDING FOUNDATIONS ARE TO BE REVIEWED BY A QUALIFIED GEOTECHNICAL ENGINEER WHO IS FAMILIAR WITH THE GEOTECHNICAL INVESTIGATION FOR THIS SITE. 6. ALL FOUNDATIONS SHALL HAVE FORMED SIDES. IF THE CONTRACTOR ELECTS TO USE EARTH FORMED SIDES, ONE INCH SHALL BE ADDED TO EACH EARTH FORMED SIDE TO PROVIDE ADEQUATE COVER OVER THE REINFORCING AT THE CONTRACTOR'S EXPENSE. 7. FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR WITH 3" CONCRETE BLOCKS AT 4'-0" ON CENTER (MAXIMUM) WHILE DEPOSITING CONCRETE IN FORMS. 8. MOISTURE CONTENT IN FOOTING EXCAVATIONS SHALL BE MAINTAINED UNTIL FOOTING IS PLACED. FOOTINGS SHALL BE POURED AS SOON AS PRACTICAL AFTER EXCAVATIONS ARE COMPLETED. 9. ALL FINAL GRADES AND FINISHED EXTERIOR SLAB WORK SHALL SLOPE DOWNWARD FROM THE STRUCTURE AND ITS FOUNDATIONS SYSTEM. WATER SHALL NOT BE PERMITTED TO POND WITHIN 10'-0" OF THE FOUNDATION SYSTEM. 10. ALL EXCAVATION, FILL, COMPACTION AND GRADING OF THE SITE SHALL BE IN ACCORDANCE WITH THE LATEST OF ASTM D1557. 11. SLAB -ON -GRADE PREPARATION: ALL INTERIOR SLAB -ON -GRADES SHALL BE SUPPORTED BY 6" OF AGGREGATE BASE COURSE ONTO PREPARED SUB -BASE. 12. PROVIDE POLYETHYLENE (15 MIL THICKNESS) VAPOR RETARDER/BARRIER BENEATH ALL INTERIOR SLABS -ON -GRADE. ALL VAPOR RETARDER/BARRIER SHALL MEET THE REQUIREMENTS OF ASTM E154, E96, AND E1745 CLASS A. REFER TO PLANS AND DETAILS FOR EXACT PLACEMENT. 13. THE SOILS FOR THIS SITE ARE REPORTED BY THE U.S.D.A. TO BE HAVEN LOAM (ML, SM TO 5 FEET AND GP, SP, SW BELOW 5 FEET). C. STEEL REINFORCEMENT FOR CONCRETE: 1. ALL STEEL REINFORCEMENT FOR CONCRETE AND MASONRY SHALL SATISFY THE REQUIREMENTS OF THE CODE. 2. ALL REINFORCEMENT FROM SIZES #4 TO #18 SHALL SATISFY THE REQUIREMENTS OF ASTM A615 GRADE 60. REINFORCEMENT SIZE #3 SHALL SATISFY THE REQUIREMENTS OF ASTM A615 GRADE 40. 3. ALL REINFORCEMENT THAT IS REQUIRED TO BE WELDED SHALL SATISFY THE REQUIREMENTS OF ASTM A706 GRADE 60 AND BE WELDED WITH E90XX ELECTRODES. WELDING OF REINFORCING OTHER THAN SPECIFIED IS NOT PERMITTED. 4. ALL REINFORCEMENT SHALL BE PROPERLY STAMPED AND PRODUCED BY A CERTIFIED MILL IN THE UNITED STATES. 5. ALL BENDS IN STEEL REINFORCEMENT SHALL BE COLD AND COMPLETED IN SHOP. FIELD BENDING OF REINFORCEMENT IS NOT PERMITTED. 6. ALL REINFORCING SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE IN THESE CONSTRUCTION DOCUMENTS. CONTINUOUS BARS SHALL LAP IN ACCORDANCE WITH THAT SHOWN IN THE DETAILS. 7. PROVIDE CORNER BARS IN OUTSIDE FACE OF ALL GRADE BEAMS AND WALLS EQUAL IN SIZE AND SPACING TO MAIN HORIZONTAL REINFORCING. EXTEND INSIDE FACE REINFORCING OF ALL GRADE BEAMS AND WALLS TO OUTSIDE FACE AND BEND TO A STANDARD 90 " HOOK. 8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC MUST HAVE END LAPS AND EDGE LAPS OF ONE FULL MESH OF NOT LESS THAN 12" AND SHALL BE HELD IN PLACE BY WIRING ALL LAPS SECURELY TOGETHER. WELDED WIRE FABRIC SHALL BE PLACED IN FLAT SHEETS AND BE ACCURATELY POSITIONED AT MID -SLAB DEPTH. ROLLED WELDED WIRE FABRIC IS NOT PERMITTED. 9. ENSURE THAT ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER EMBEDMENTS ARE PROPERLY SECURED AT THE CORRECT POSITION PRIOR TO THE PLACEMENT OF CONCRETE. FIELD BENDING OF REINFORCEMENT CAST IN CONCRETE OR MASONRY IS NOT PERMITTED. 10. MINIMUM CONCRETE COVER OVER REINFORCEMENT (IN ACCORDANCE TO TABLE 1907.7.1 OF THE CODE): a. CAST PERMANENTLY AGAINST EARTH 3" b. EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2" c. EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2" d. CONCRETE NOT EXPOSED TO WEATHER OR EARTH 1" e. EXTERIOR FLATWORK (#11 BAR AND SMALLER) (PROVIDE 7% AIR ENTRAINMENT) e. SLABS, WALLS, AND JOISTS 1" f. BEAMS AND COLUMNS 1 1/2" D. CONCRETE: 1. ALL CONCRETE WORK SHALL SATISFY THE REQUIREMENTS A.C.I. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THE CODE. 2. REQUIRED CONCRETE STRENGTHS: MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS: a. FOUNDATIONS fc = 3000 psi (DESIGN BASED ON fc = 2500 psi) 46 b. SLABS -ON -GRADE fc = 3000 psi c. CONCRETE ON METAL DECK fc = 3000 psi d. INSULATED CONCRETE FORMS fc = 2500 psi (PROVIDE 3/8" AGGREGATE) 92 e. EXTERIOR FLATWORK fc = 4500 psi (PROVIDE 7% AIR ENTRAINMENT) N/A 3. ALL CONCRETE SHALL USE PORTLAND CEMENT THAT CONFORMS TO ASTM C150 TYPE II. 4. AGGREGATE FOR REGULAR WEIGHT CONCRETE SHALL SATISFY THE REQUIREMENTS ASTM C33. 5. FLY ASH MAY ONLY BE USED UP TO 20 PERCENT OF THE TOTAL CEMENT CONTENT OF FOUNDATIONS. FLYASH MAY NOT BE USED IN SLABS. ALL FLY ASH SHALL CONFORM TO ASTM C618, CLASS F AND SHALL NOT BE MORE THAN 20% OF CEMENT BY WEIGHT OF THE CEMENTITIOUS CONTENT. 6. ADDITIVES INCLUSIVE OF CHLORIDE ARE NOT PERMITTED TO BE ADDED TO THE CONCRETE. 7. THE CONCRETE MIX DESIGN SHALL SATISIFY THE REQUIREMENTS OF ACI 301 AND SHALL BE SUBMITTED TO THE ARCHITECT FOR THE ENGINEER'S REVIEW. THE RELATED COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE ENGINEER. S. THE SLUMP SHALL NOT EXCEED THAT STATED IN THE REVIEWED MIX DESIGN. INSIDE FORMS OR TOOLED TO 3/4" RADIUS ON SLABS UNLESS OTHERWISE NOTED. 12. SLABS -ON -GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS (SAWED JOINTS) LOCATED AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL LOCATE SLAB JOINTS ON SHOP DRAWINGS. 13. ANY NECESSARY VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED WITHIN THE CENTER ONE-THIRD OF THE SPAN. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND PURPOSELY ROUGHENED TO 1/4" PRIOR TO PLACING ADJACENT CONCRETE. 14. EXPOSED CONCRETE SHALL BE PROPERLY CURED IN ACCORDANCE TO THE PROCEEDURES SET FORTH IN ACI 301. THE CONTRACTOR SHALL SUBMIT THE CURING PROCEEDURE TO THE ARCHITECT IN ADVANCE OF THE PLACEMENT OF THE EXPOSED CONCRETE. SEALENTS THAT MAY INTERFERE WITH FLOORING ADHESIVES ARE NOT PERMITTED. 15. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. CONDUITS AND PIPING EMBEDDED IN CONCRETE SHALL BE SPACED A MINIMUM OF FOUR DIAMETERS APART AND THE OUTSIDE DIAMETER SHALL BE LESS THAN 30 PERCENT OF THE MEMBER THICKNESS PLACED BETWEEN LAYERS OF REINFORCING. 16. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL NECESSARY BRACING, SHORING AND FORMWORK FOR THIS PROJECT. 17. REFER TO THE ARCHITECTURAL DRAWINGS FOR CAST MOULDS, GROOVES, ORNAMENTS, ETC., TO BE PLACED IN EXPOSED CONCRETE SURFACES. E. INSULATED CONCRETE FORMS (I.C.F.): 1. ALL I.C.F. CONSTRUCTION SHALL SATISFY THE REQUIREMENTS OF THIS CODE AND THE REQUIREMENTS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WITH COMMENTARY", ACI 347R "GUIDE TO FORMWORK FOR CONCRETE", AND ACI 301 "STRUCTURAL CONCRETE FOR BUILDINGS". 2. ALL I.C.F. USED FOR THIS PROJECT SHALL BE SUPPLIED BY LOGIX INSULATED CONCRETE FORMS AND BE APPROVED PER INTERNATIONAL CODE COUNCIL EVALUATION REPORT NO. 6133. 3. REFER TO THE ARCHITECTURAL DRAWINGS (ELEVATIONS, PLANS, SECTIONS, ETC.) FOR FACE AND JOINT PROFILE REQUIREMENTS. 4. REFER TO ARCHITECTURAL DRAWINGS (DETAILS, SPECIFICATIONS, ETC.) FOR ALL REQUIRED INSERTS FOR WINDOW AND DOOR JAMB ATTACHMENTS. 5. CONCRETE (GROUT) SHALL HAVE A 3/8" (MAXIMUM) AGGREGATE AND THE USE OF FLY ASH IS PERMITTED UP TO 20 PERCENT OF CEMENT CONTENT. 6. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GRADE 60 FOR #4 BARS AND LARGER (REFER TO CONCRETE) AND ASTM A615 GRADE 40 FOR #3 BARS. 7. ALL CELLS SHALL BE FILLED WITH CONCRETE. 8. PROVIDE A DOWEL CAST INTERGAL WITH THE SUPPORTING FOUNDATION OF EACH VERTICAL REINFORCING BAR. ALL REINFORCEMENT SHALL BE VERTICALLY CENTERED IN THE WALL UNLESS NOTED OTHERWISE. 9. ALL I.C.F. SHALL BE LAID IN RUNNING BOND AND BE CONSTRUCTED TO ACT AS AN UNIFIED ELEMENT. 10. VERTICAL WALL REINFORCEMENT: a. WALL #4 @ 16" O.C., U.N.O. b. ENDS, CORNERS, AND INTERSECTIONS (1) #4 c. ELSE #4 @ 24" O.C. 11. HORIZONTAL WALL REINFORCEMENT: a. ROOF (2) #4 CONTINUOUS b. FLOOR (2) #4 CONTINUOUS 12. GROUTING OF INSULATED CONCRETE FORMS: a. ALL CELLS SHALL BE GROUTED SOLID. b. PROPERLY CLEAN SPACES AND CELLS RECEIVING GROUT SO THAT THEY ARE FREE OF DRIED EXCESS CONCRETE, RUBBISH, AND DEBRIS.. c. PLACE THE GROUT SO THAT THE I.C.F. WILL NOT BE DAMAGED. CONTROL THE GROUT TO ENSURE THE CORRECT FLUIDITY FOR INSTALLATION. THE GROUT SHALL BE PLACED TO AVOID SEGREGATION OF THE AGGREGATE. d. GROUTING OF WALL SECTIONS (LINTELS, CELLS, ETC.) SHALL BE COMPLETED IN A CONTINUOUS MANNER WITH NO POUR STOPPAGES IN EXCESS OF ONE HOUR. e. PROVIDE A HORIZONTAL CONSTRUCTION JOINT BETWEEN GROUT POURS. STOP AT WYTHES OF THE SAME ELEVATION AT A DISTANCE OF 1 1/2 INCHES BELOW THE NEXT MORTAR JOINT (EXCEPT AT THE TOP WALLS). f. GROUT SHALL BE CONSOLIDATED BY THE USE OF MECHANICAL VIBRATION TO PROPERLY CONSOLIDATE THE GROUT DURING PLACEMENT AND BEFORE LOSS OF PLASTICITY. RECONSOLIDATE GROUT WITH MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO WATER LOSS. g. PROVIDE CLEAN -OUTS AT THE BOTTOM COURSE WHERE GROUT POURS EXCEED 60 INCHES AND AT EVERY VERTICAL BAR LOCATION. CLEAN -OUTS SHALL NOT EXCEED 24 INCHES ON CENTER IN SOLID GROUTED WALLS. h. USE CONTINUOUS FULL -HEIGHT REINFORCING FOR THE HEIGHT OF THE GROUT POUR PLUS ANY REQUIRED LAP ABOVE. PROPERLY SECURE REINFORCEMENT FROM MOVEMENT DURING THE GROUTING WHICH SHALL NOT EXCEED 60 INCHES APART. 13. PROVIDE REINFORCING DOWELS FROM THE FOUNDATION SYSTEM TO MATCH THE VERTICAL WALL REINFORCING SIZE AND SPACING. ALL DOWELS SHALL HAVE STANDARD 900 HOOKS AND EXTENDED TO THE BOTTOM MAT OF THE FOOTING. REFER TO THE PLANS AND DETAILS FOR THE NECESSARY LAP LENGTH. 14. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS. 15. THE I.C.F. CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY WALL BRACING AND LINTEL SHORING. ALL LINTELS SHALL BE SHORED NO LESS THAN 7 DAYS OR UNTIL THE I.C.F. HAS REACHED ITS REQUIRED STRENGTH. F. STEEL: 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE RISC 360-05, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". ALL STEEL FABRICATION SHALL BE PERFORMED BY A LICENSED FACILITY. 2. ALL STEEL FABRICATED ITEMS SHALL SATISFY THE FOLLOWING ASTM SPECIFICATIONS: MEMBER STRUCTURAL TUBING (HSS) STEEL PIPE ROLLED W SHAPES PLATES/OTHER ROLLED SHAPES CONNECTION BOLTS NUTS WASHERS ANCHOR AND THROUGH BOLTS THREADED RODS STAINLESS STEEL RODS (S.S.) (304/316) ASTM Fy (ksi) A500 (GRADE B) 46 A53 (TYPE E, GR. B) 35 A992 50 A36 36 A325 92 A563 N/A A436 N/A A307 36 A36 36 F593 CW 65 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF A.W.S. D1.1 USING E70XX ELECTRODES. 4. BOLT HOLES SHALL BE PUNCHED OR DRILLED AND NOT BE GREATER THAN 1/16" IN DIAMETER THAN THE SPECIFIED BOLT. ALL HOLES SHALL HAVE SMOOTH SURFACES. FIELD CUTTING OF HOLES IS NOT PERMITTED. 5. ALL HEADED STUDS SHALL CONFORM TO AND BE INSTALLED TO THE LATEST STANDARD OF ASTM A-108. 6. ALL SHOP OR FIELD WELDING OF STRUCTURAL STEEL, STEEL REINFORCEMENT, AND LIGHT GAUGE STEEL SHALL BE COMPLETED BY AN A.W.S. CERTIFIED WELDER. 7. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORT, ERECTION AND FIELD WELDING PROCESSES SHALL BE RESTORED IN THE FIELD TO EQUAL THE SHOP APPLIED COATING. 8. ALL METAL ROOF DECK SHALL BE PAINTED 1 1/2" DEEP x 36" WIDE, 20 GAUGE, TYPE B OR WR. 9. ALL METAL ROOF DECK SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH I.C.C. REPORT E.S.R. 1735P. THE METAL DECK USED ON THIS PROJECT SHALL HAVE THE CAPACITY TO WITHSTAND THE LOADS STATED IN THE DESIGN CRITERIA. 10. THE STRUCTURAL STEEL FABRICATOR SHALL SUPPLY SHOP DRAWINGS OF ALL STEEL WORK FOR THE ARCHITECTS/ENGINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. G. CONCRETE ON METAL DECK: 1. ALL DECK USED FOR SUPPORTING CONCRETE SHALL BE GALVANIZED COMPOSITE 1 1/2" DEEP "W2-FORMLOCK" WITH A MINIMUM 20 GAUGE THICKNESS. THE WIDTHS MAY BE 30" OR 36" WIDE. THE MINIMUM ALLOWABLE UNIFORM LOAD PER I.C.C. REPORT SHALL BE 163 PSF. 2. ALL CONCRETE ON METAL DECK SHALL BE REINFORCED WITH FLAT SHEETS OF W.W.F.; REFER TO SECTION C OF THESE NOTES. 3. THE DECK SHALL BE FASTENED TO THE STRUCTURE AS FOLLOWS: a. PERPENDUCAR SUPPORTS: (4) 1/2" DIAMETER PUDDLE WELDS PER PANEL b. PARALLEL SUPPORTS: 1/2" DIAMETER PUDDLE WELD @ 12" O.C. c. THE SIDE LAPS OF ALL DECK SHALL BE INTERCONNECTED PER THE MANUFACTURERS SPECIFICATIONS AND FASTENED WITH #10 x 3/4" TEK SCREWS AT 12" O.C.. H. LIGHT GAUGE STEEL: 1. ALL STRUCTURAL LIGHT GAUGE STEEL JOISTS, STUDS, AND TRACK SHALL BE SPECIFIED DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISI (2007), "DESIGN OF COLD -FORMED STEEL STRUCTURES". THE DESIGN OF ALL SECTION SHALL BE BASED ON THE CROSS-SECTIONAL PROPERTIES PURSUANT OF THAT STATED IN ICC -ES REPORT 2054. 2. STUDS, TRACK, AND CONNECTIONS (STRAPS, CLIPS, ETC.) SHALL BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A653 RESPECTIVE OF THE FOLLOWING GRADES a. 18 GAUGE AND THINNER GRADE 33 (33 ksi) b. 16 GAUGE AND THICKER GRADE 50 (50 ksi) 3. JOISTS, STUDS, TRACKS, AND HAT CHANNEL SECTIONS NOTED ON THE PLANS AND/OR DETAILS SHALL BE UPON SSMA PRODUCT IDENTIFICATION. SSMA PRODUCT IDENTIFICATION STYLE: S = STUD OR JOIST SECTIONS MATERIAL THICKNESS: T = TRACK SECTIONS IN MILS. 1 MIL. = 1/1000" 362S162-54 MEMBER DEPTH:- L FLANGE WIDTH: 3 518" = 362 x 1/100" 15/8" =1.625" =162 x 1/100" 4. ALL SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4 FOR SCREW CONNECTIONS. SCREWS SHALL CONFORM TO SAE J78 AND HAVE A PHILLIPS DRIVE WAFER HEAD. SCREWS SHALL HAVE SUFFICIENT THREADED LENGTH THAT A MINIMUM OF FOUR (4) FULL THREADS COMPLETELY PENETRATE EACH LAYER OF THE CONNECTED PARTS. SCREWS SHALL NOT BE SPACED CLOSER THAN 4 DIAMETERS APART. SCREW MARK AND DIAMETER ARE AS FOLLOWS: a. #6 (0.138"0 -SHANK) b. #8 (0.164"0 - SHANK) c. #10 (0.191"0 -SHANK) 5. ALL LOW VELOCITY FASTENERS (LVF) SHALL BE HILTI 0.145" 0 X -DNI SERIES PER ICC EVALUATION REPORT ESR 1663. IN NORMAL WEIGHT CONCRETE, PROVIDE 1 1/4" EMBEDMENT WITH A MINIMIUM 3" EDGE DISTANCE AND MAXIMUM 24" O.C. SPACING. I. WALL SHEATHING AND ENCLOSURE: 1. REFER TO THE ARCHITECT FOR ALL INTERIOR SHEATHING REQUIREMENTS. 2. REFER TO THE WOOD SECTION OF THIS DOCUMENT FOR SHEATHING REQUIREMENTS. 3. GYPSUM BOARD USE FOR THIS PROJECT SHALL BE IN CONFORMANCE TO THE CODE AND THE SPECIFICATION RECOMMENDATIONS OF GYPSUM ASSOCIATION PUBLICATIONS GA216 AND GA600. 4. ALL GYPSUM BOARD (AS NOTED PER THE ARCHITECTURAL DRAWIGNS: STANDARD, FIRE RATED, MOISTURE RESISTANT, EXTERIOR CEILING) SHALL BE 1/2" OR 5/8" THICK AND IN COMPLIANCE TO THE LATEST OF ANSI/ASTM C36 AND ASTM C1396. 5. FASTEN ALL SHEATING TO THE SUPPORTING STUDS AND/OR PLATES WITH 06 x 1 1/4" LONG SCREWS (TYPE S OR W). 6. WOOD BASED WALL SHEATHING ATTACHED TO EXTERIOR STEEL STUD WALLS SHALL BE CDX - EXTERIOR GRADE, APA APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR EXPOSURE AND SATISFY THE REQUIREMENTS OF "NER 108" AND "PRODUCT STANDARD PS1-070. ALL SHEATHING SHALL BE STAMPED AND 3/8" THICK. FASTEN THE SHEATHING TO THE SUPPORTING FRAMING WITH #8 x 1" LONG FLAT HEAD SCREWS AT 6" O.C. AT EDGES AND BOUNDARIES AND #8 x 1" LONG FLAT HEAD SCREWS AT 12" O.C. AT OTHER SUPPORTS. THE MINIMUM HEAD DIAMETER SHALL BE 0.292"0. J. SPECIAL CONNECTORS AND MATERIALS: 1. NON -SHRINK GROUT USED FOR BASE PLATES SHALL BE NON-METALLIC AND SATISIFY THE REQUIREMENTS OF ASTM C827, ASTM C1090 AND ASTM C1107. THE MINIMUM 72 HOUR STRENGTH SHALL BE 5000 PSI. 2. ANY EPDXY ANCHORS INSTALLED IN CONCRETE SHALL CONFORM TO AND BE INSTALLED PER ICC REPORT ESR -2678 AND BE HILTI "HIT HY150 MAX ADHESIVE ANCHOR". REFER TO PLANS/DETAILS FOR ALL SIZES AND EMBEDMENTS. 3. ANY IMPACT ANCHORS INSTALLED IN CONCRETE SHALL CONFORM TO AND BE INSTALLED PER ICC -ES REPORT #2138 AND BE SIMPSON 0.1450 "PDPWL-300MG" WITH 1 '/" EMBEDMENT. REFER TO PLANS/DETAILS FOR ALL SPACING. 4. WOOD ADHESIVE (GLUE) USED FOR WOOD TO WOOD APPLICATIONS SHALL BE "PL400 HEAVY DUTY CONSTRUCTION ADHESIVE" AND SHALL APPLIED AS A 3/8"0 CONTINUOUS BEAD. K. WOOD: 1. ALL WOOD FRAMING SHALL BE CONSTRUCTED TO AND SATISFY THE REQUIREMENTS OF THE CODE. 2. ALL TIMBER FRAMING SHOWN ON PLANS AND DETAILS SHALL BE COMPOSED OF THE FOLLOWING SPECIES AND GRADES: APPLICATION ROOF JOISTS/BLOCKING WALL STUDS/PLATES LEDGERS POSTS SPECIES/GRADE DOUGLAS FIR LARCH #2 DOUGLAS FIR LARCH #2 DOUGLAS FIR LARCH #1 DOUGLAS FIR LARCH SELECT STRUCTURAL 3. ALL SILL PLATES SHALL BE PRESSURED TREATED FOR PROTECTION AGAINST DETERIORATION. 4. ALL TIMBER (WOOD/LUMBER) SHALL BE PROPERLY GRADED AND STAMPED IN ACCORDANCE TO THE WCLIB GRADING RULES AGENCY AND PURSUANT OF THAT SET FORTH BY THE AMERICAN LUMBER STANDARDS COMMITTEE. 5. THE MAXIMUM MOISTURE CONTENT FOR ALL LUMBER SHALL NOT EXCEED 19%. ALL WOOD AND WOOD PRODUCTS SHALL BE PROTECTED FROM WEATHER DURING STORAGE AND CONSTRUCTION. 6. ALL GLUE LAMINATED (GLULAM) BEAMS FOR CONTINUOUS SUPPORTED SPANS SHALL BE 24F -V8 DF/DF GRADE AND 24F -V4 DF/DF FOR SIMPLY SUPPORTED SPANS. ALL GLULAMS SHALL BE MANUFACTURED WITH EXTERIOR GRADE, WATERPROOF GLUE. 7. DO NOT NOTCH OR CUT HOLES INTO BEAMS, STUDS OR JOISTS. 8. ALL WALL SHEATHING SHALL BE APA APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR EXPOSURE AND SATISFY THE REQUIREMENTS OF "NER 108" AND "PRODUCT STANDARD PSI -07". ALL SHEATHING SHALL BE STAMPED AND 1/2" THICK. FASTEN THE WALL SHEATHING TO THE SUPPORTING FRAMING WITH 8d NAILS AT 6" O.C. AT EDGES AND BOUNDARIES AND 8d NAILS AT 12" O.C. AT SUPPORTS. 9. ALL FLAT ROOF SHEATHING (PLYWOOD) SHALL BE APA APPROVED SPAN RATING OF 32/16 FOR AN EXTERIOR EXPOSURE AND SATISFY THE REQUIREMENTS OF "NER 108" AND "PRODUCT STANDARD PS1-07". ALL SHEATHING SHALL BE STAMPED AND 5/8" THICK. FASTEN THE ROOF SHEATHING TO THE SUPPORTING FRAMING WITH 10d NAILS AT 6" O.C. AT EDGES AND BOUNDARIES AND 10d NAILS AT 12" O.C. AT SUPPORTS. PROVIDE H -CLIPS BETWEEN INTERMEDIATE SUPPORTS. 10. ALL 3/4" SHEATHING (PLYWOOD) SHALL BE APA APPROVED STRUCTURAL 1 WITH A SPAN RATING OF 48/24 FOR AN EXTERIOR EXPOSURE AND SATISFY THE REQUIREMENTS OF "NER 108" AND "PRODUCT STANDARD PS1-83". ALL SHEATHING SHALL BE STAMPED. FASTEN THE ROOF SHEATHING TO THE SUPPORTING FRAMING WITH 6g x 21/2" SCREWS AT 6" O.C. AT EDGES AND BOUNDARIES AND 6g x 21/2" AT 12" O.C. AT SUPPORTS. 11. THE LONG DIMENSION OF THE ROOF, FLOOR, AND WALL SHEATHING SHALL BE PLACED PERPENDICULAR TO THE SUPPORING FRAMING. 12. SCREW MARK AND DIAMETER ARE AS FOLLOWS: a. 6g. (0.138"0 - SHANK) MINIMUM 2" LONG, U.N.O. b. 7g. (0.151"0 -SHANK) MINIMUM 21/2" LONG, U.N.O. 13. LAG SCREWS SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM A307, LOW -CARBON STEEL EXTERNALLY AND INTERNALLY THREADED STANDARD FASTENERS. PROVIDE LEAD HOLES FOR ALL LAG SCREWS EQUAL TO 1/8" LESS THE DIAMETER OF THE SPECIFIED SCREW. 14. ALL LUMBER CONNECTORS SHALL BE BY "SIMPSON STRONG TIE". INSTALL ALL STEEL WOOD CONNECTORS (HANGERS, CLIPS, TIES, ETC.) IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. ID rrICE Cof�/ CONTINUE GENERAL STRUCTURAL NOTES ON SHEET S1. b/22/J-2 J g� c _ o O �e 0 EIf O N z. U a O � 1 c � OFEcL � � S Cm -5 sE Ao cn 6 co cr 8 o r �J GENERAL STRUCTURAL NOTES (CONT. 15. WOOD NAILING SCHEDULE: a. JOIST TO SILL OR GIRDER, TOENAIL 3-8d b. BRIDGING TO JOIST, TOENAIL EACH END 2-8d c. 1x6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d d. WIDER THAN 1x6 SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d e. 2x SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d f. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16" O.C. g. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS, 3-16d AT 16" h. TOP PLATE TO STUD, END NAIL 2-16d I. 2x4 STUD TO SOLE PLATE TOENAIL 4-8d or END NAIL 2-16d j. 2x6 STUD TO SOLE PLATE TOENAIL 6-8d or END NAIL 3-16d k. DOUBLE STUDS, FACE NAIL 16d AT 24" O.C. I. DOUBLED TOP PLATES, FACE NAIL 16d AT 16" O.C. m. DOUBLE TOP PLATES, LAP SPLICE 8-16d n. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d o. RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6" O.C. p. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d q. CONTINUOUS HEADER, 2 PIECES 16d AT 16" O.C. ALONG 2 EDGES r. CEILING JOISTS TO PLATE, TOENAIL 3-8d s. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d t. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d u. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d v. RAFTER TO PLATE, TOENAIL 4-8d w. 1x BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d x. 1x8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL 3-8d y. WIDER THAN 1x8 SHEATHING TO EACH BEARING, FACE NAIL 3-8d z. BUILT-UP CORNER STUDS 16d AT 24" O.C. aa.BUILT-UP GIRDERS AND BEAMS 20d AT 32"O.C.AT TOP AND BOTTOM AND STAGGERED bb.BUILT-UP GIRDERS AND BEAMS 2-20d AT EACH ENDS & SPLICE cc. 2x PLANKS 16d AT EACH BEARING dd.INTERIOR PANELING 1/4" - 4d, 3/8" - 6d 16. USE ONLY COMMON WIRE NAILS. L. WOOD I -JOISTS: 1. THE WOOD I -JOISTS USED FOR THIS PROJECT SHALL BE PROVIDED BY "REDBUILT/ILEVEL". 2. THE JOISTS SHALL BE DESIGNED FOR THE RELEVANT LOADS DESCRIBED IN THE DESIGN CRITERIA, THE PLANS, AND DETAILS. THE JOIST PROVIDER SHALL ACCESS LOCALIZED IMPACTS FROM FIRE PROTECTIONS LINES, MECHANICAL UNITS, AND SIMILAR. 3. AS REQUIRED, THE JOIST PROVIDER SHALL PROVIDE DOUBLE JOISTS BENEATH MECHANICAL EQUIPMENT UNLESS CALCULATIONS SHOW THAT SINGLE JOISTS ARE ADEQUATE TO SUSTAIN THE REQUIRED DESIGN LOADS. 4. EACH JOIST SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE TO THE STANDARDS SET FORTH IN THE INTERNATIONAL CODE COUNCIL REPORT NO. ESR -2994/1153 AND ASTM D5055-97. THE FLANGE MEMBERS, WEB MEMBERS AND ADHESIVES SHALL CONFORM TO THE PROVISIONS OF THESE DOCUMENTS. ALL ADHESIVES USED FOR WOOD I -JOISTS SHALL NOT CONTAIN ANY ADDED UREA -FORMALDEHYDE. 5. THE WOOD I -JOISTS SHALL BE DESIGNED TO SATISFY THE LOADS AND DIMENSIONS INDICATED ON THE PLANS AND/OR DETAILS. 6. THE JOIST PROVIDER SHALL DESIGN AND PROVIDE ALL JOIST HANGERS AND SIMILAR CONNECTIONS. 7. THE WOOD I -JOIST MANUFACTURER SHALL SUPPLY A FULL SET OF DESIGN CALCULATIONS (SEALED AND SIGNED BY AN ARIZONA ENGINEER), LAYOUT DRAWINGS, AND DETAILS NECESSARY FOR THE INSTALLATION OF THE JOISTS. FABRICATION AND/OR CUTTING SHALL NOT PROCEED UNTIL THE ARCHITECT AND/OR ENGINEER HAVE REVIEWED THE DESIGN CALCULATIONS, LAYOUT DRAWINGS, AND DETAILS. 8. AN APPROVED THIRD -PARTY INSPECTION AGENCY SHALL SUPERVISE THE ASSEMBLY OF THE JOISTS. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST SERIES, RELATED CODE REPORT, MANUFACTURER'S NAME, PLANT NUMBER, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. EACH JOIST SHALL HAVE A DEPTH AND FLANGE WIDTH TOLERANCE OF 1/16"+/-. 9. THE TOTAL LOAD DEFLECTION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 240. THE TOTAL LIVE LOAD DEFLECTION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 360. THE JOIST PROVIDER SHALL CAMBER THE JOISTS AS NECESSARY TO SATISFY THESE REQUIREMENTS. 10.THE WOOD I -JOISTS SHALL BE PROTECTED FROM THE WEATHER PRIOR AND DURING INSTALLATION. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. THE JOISTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND ANY JOIST DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRACING SHALL BE PROVIDED BY THE INSTALLER TO ENSURE JOISTS REMAIN STRAIGHT AND PLUMB UNTIL THE ROOF FRAMING IS COMPLETED. 11. PRIOR TO THE COMPLETION OF THE JOIST INSTALLATION, THE CONTRACTOR SHALL PROVIDE AN OPPORTUNITY FOR THE JOIST PROVIDER TO REVIEW THE INSTALLATION. 12. THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND MATERIAL. ANY DAMAGED OR DEFECTED JOISTS SHALL NOT BE USED. M. OPEN WEB JOISTS (TIMBER CHORDS AND STEEL WEBS): 1. THE WOOD AND STEEL COMPOSITE, OPEN WEB JOISTS USED FOR THIS PROJECT SHALL BE PROVIDED BY "ILEVEL OR REDBUILT". 2. ALL OPEN WEB SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE ICC ES REPORT NO. 1774. 3. THE JOISTS SHALL BE DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. 4. THE OPEN WEB TRUSS PROVIDER SHALL SUPPLY A COMPLETE SET OF DESIGN CALCULATIONS (PREPARED BY RED BUILT) AND DRAWINGS SHOWING LAYOUT AND DETAIL NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE BUILDING SHALL BE PROVIDED BY RED BUILT. REFER TO SECTION L.6 FOR NECESSARY INFORMATION. 5. THE TOTAL LOAD DEFLECTION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 240. THE TOTAL LIVE LOAD DEFLECTION TO SPAN RATIO OF EACH JOIST SHALL NOT EXCEED 1 TO 360. THE OPEN WEB TRUSS PROVIDER SHALL CAMBER THE JOISTS AS NECESSARY TO SATISFY THESE REQUIREMENTS. 6. FABRICATION AND/OR CUTTING SHALL NOT PROCEED UNTIL THE ARCHITECT AND/OR ENGINEER HAVE APPROVED THE SUBMITTAL PACKAGE. 7. ALL MATERIALS FOR THE TRUSSES SHALL COMPLY WITH ICC ES REPORT NO. 1774. CHORD MEMBERS, WEB MEMBERS, CONNECTING PINS AND BEARING HARDWARE/ATTACHMENTS SHALL BE OF MATERIAL AND SIZE AS REQUIRED BY DESIGN. 8. THE JOISTS/TRUSSES SHALL BE MANUFACTURED BY RED -BUILT IN A PLANT LISTED IN THE REPORT REFERRED TO ABOVE AND UNDER THE SUPERVISION OF A THIRD -PARTY INSPECTION AGENCY. 9. EACH OF THE TRUSSES SHALL BE IDENTIFIED BY A STAMP INDICATING THE TRUSS SERIES, ICC ES EVALUATION REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER, DATE OF FABRICATION, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. 10. THE RED -BUILT OPEN -WEB TRUSSES, IF STORED PRIOR TO INSTALLATION, SHALL BE STORED IN A VERTICAL POSITION AND PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. THEY ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY RED -BUILT DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. INSTALLATION BRACING IS TO BE PROVIDED BY RED BUILT TO KEEP THE TRUSSES STRAIGHT AND PLUMB AS REQUIRED, AND TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL TRUSSES AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL HAS BEEN APPLIED. 11. PRIOR TO ENCLOSING THE TRUSSES, THE CONTRACTOR SHALL GIVE NOTIFICATION TO THE RED BUILT REPRESENTATIVE TO PROVIDE AN OPPORTUNITY FOR REVIEW OF THE INSTALLATION. 12. FIRE AND SOUND RATINGS ARE TO BE ESTABLISHED IN ACCORDANCE WITH ASSEMBLIES DETAILED IN ICC ES REPORT 1774, OR IN THE DIRECTORY OF LISTED PRODUCTS PUBLISHED BY INTERTEK TESTING SERVICES. 13. ALL PRODUCT DELIVERED TO THE SITE SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND MATERIAL. THE PRODUCTS, WHEN CORRECTLY INSTALLED AND MAINTAINED, SHALL BE WARRANTED TO PERFORM AS DESIGNED FOR THE NORMAL AND EXPECTED LIFE OF THE BUILDING. THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND MATERIAL. ANY DAMAGED OR DEFECTED JOISTS SHALL NOT BE USED. 14. DUE TO THE CUSTOMIZED DETAILING AND ENGINEERING CHARACTERISTICS OF THE ROOF AND/OR FLOOR FRAMING ASSEMBLY, IT IS A REQUIREMENT THAT OPEN -WEB JOISTS BE USED IN THE BASE BID. N. PRE-ENGINEERED WOOD PRODUCTS (STRUCTURAL COMPOSITE LUMBER): 1. ALL LAMINATED VENEER LUMBER (LVL), TIMBERSTRAND LAMINATED STRAND LUMBER (LSL) AND/OR PARALLEL STRAND LUMBER (PSL) SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE ICC ES REPORT NO. ESR -2993/1387. 2. MATERIALS SHALL COMPLY WITH THE CORRECT ICC ES REPORT. 3. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF ASTM D-2559. 4. LVL, LSL AND/OR PSL SHALL BE MANUFACTURED BY REDBUILT IN A PLANT LISTED IN THE REPORTS REFERRED TO ABOVE AND UNDER THE SUPERVISION OF AN APPROVED THIRD -PARTY INSPECTION AGENCY. IT SHALL BE MANUFACTURED FROM STRANDS OF WOOD FIBER IN A CONTINUOUS PROCESS, WITH ALL STRANDS ORIENTED TO THE LENGTH OF THE MEMBER AND THEN FED INTO A PRESS IN THE DESIRED LAY-UP PATTERN. ALL MEMBERS ARE TO BE FREE OF FINGER JOINTS, SCARF JOINTS, OR MECHANICAL CONNECTIONS IN FULL-LENGTH MEMBERS. 5. LVL, LSL AND/OR PSL SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC -ES EVALUATION REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER, DATE OF FABRICATION, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. 6. LVL, LSL AND/OR PSL, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM THE WEATHER. IT SHALL BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY RED BUILT DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRACING IS TO BE PROVIDED BY THE INSTALLER TO KEEP THE TIMBERSTRANDS LSL STRAIGHT AND PLUMB AS REQUIRED, AND TO ENSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL TIMBERSTRAND LSL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL IS APPLIED. 7. ALL LVL, LSL AND/OR PSL SHALL BE PROVEN BY TESTING AND EVALUATION IN ACCORDANCE WITH THE PROVISIONS OF ASTM D-5456. 8. THE PRODUCTS DELIVERED SHALL BE FREE FROM MANUFACTURING ERRORS OR DEFECTS IN WORKMANSHIP AND MATERIAL. THE PRODUCTS, WHEN CORRECTLY INSTALLED AND MAINTAINED, SHALL PERFORM AS DESIGNED FOR THE NORMAL AND EXPECTED LIFE OF THE BUILDING. 0. GENERAL CONSTRUCTION: 1. ALL DESIGN, DRAWINGS, AND DETAIL REPRESENT COMPLETE WORK IN PLACE. 2. THE CONTRACTOR, ARCHITECT, AND/OR OWNER ARE RESPONSIBLE FOR SUBMITTING FOR AND ATTAINING ANY REQUIRED PERMITS AS WELL AS ANY FEES ASSOCIATED WITH SUCH PERMITS. STRUKTUR STUDIO, LLC IS NOT RESPONSIBLE FOR THE ATTAINMENT OF PERMITS. 3. THE CONTRACTOR AND/OR RELATED SUB -CONTRACTORS MAY MAKE A REQUEST FOR INFORMATION (RFI) IF IT IS PERCEIVED THAT A PLAN, DETAIL, NOTE, AND/OR COMPONENT REQUIRES ADDITIONAL INFORMATION TO CONSTRUCT. AN RFI SHALL BE SUBMITTED THROUGH THE APPROPRIATE MANAGEMENT CHAIN -OF -COMMAND AND AUTHORITY FOR THE PROJECT ONLY. 4. THE ENGINEER SHALL HAVE NO CONTROL OR CHANGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONS MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OTHER PORTION OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, OR INSTRUCTIONS OF THE OWNER OR OWNER'S AGENT. 5. WHEN A MATERIAL SYSTEM IS NOTED, ALL PARTS AND MATERIALS REQUIRED TO COMPLETE THE SYSTEM SHALL BE FURNISHED AND INSTALLED PERSUANT OF THE MANUFACTURER'S INSTRUCTIONS. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISCREPANCY OCCURS PRIOR TO COMMENCEMENT OF RELATED WORK. WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 7. THE CONTRACTOR SHALL INSTALL OWNER SUPPLIED EQUIPMENT IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS AT INDICATED LOCATIONS. VERIFY SERVICE REQUIREMENTS OF EACH PIECE OF EQUIPMENT BEFORE INSTALLATION. 8. COORDINATE WITH ALL TRADES THE NEED FOR SLEEVES, BLOCK OUTS, STRUCTURAL SUPPORTS, OR OTHER PRESET ACCESSORIES. IT IS THE INTENT OF THESE DRAWINGS TO DEFINE A COMPLETE AND FINISHED JOB. 9. ANY DISCREPANCY OR OMISSION WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE WORK, OR IS REQUIRED BY ORDINANCE, SHALL BE PROVIDED AND FINISHED AS IF SPECIFICALLY NOTED AT NO ADDITIONAL COST. THIS DOCUMENT DOES NOT DEFINE OR SEPARATE AREAS OF RESPONSIBILITY BETWEEN THE GENERAL CONTRACTOR, SUB -CONTRACTOR, AND/OR THE OWNER. 10. IT IS THE RESPONSIBILITY OF THESE PARTIES TO COORDINATE THEIR RESPECTIVE PORTIONS OF THE WORK WITH THE OTHER, TO AVOID DUPLICATIONS, SCHEDULING PROBLEMS, AND OMISSIONS. PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING FOR CEILING AND WALL MOUNTED EQUIPMENT, ACCESSORIES, CABINETS, AND COUNTERS. 11. BIDDING CONTRACTORS MAY VISIT THE PROJECT AND DEVELOP THEIR OWN CONCLUSIONS AS TO THE NATURE OF THE WORK. ALL WORK IS TO BE PERFORMED TO THE CODE BY LICENSED CONTRACTORS PERFORMING WORK IN THEIR SPECIFIC TRADES ONLY. ALL AND ANY ALTERATIONS TO THIS DOCUMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY CHANGES BEING PERFORMED. 12. THE CONTRACTOR OR SUB -CONTRACTOR SHALL BE RESPOSIBLE FOR ALL UNAPPROVED MODIFICATIONS. 13. ANY FEES INCURRED FOR PROPOSED DESIGN CHANGES SHALL BE PAID BY THE CONTRACTOR/SUB-CONTRACTOR. 14. THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY REVIEWING SPECIFICATIONS ALONG WITH THESE GENERAL STRUCTURAL NOTES. P. SPECIAL STRUCTURAL INSPECTION: 1. IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE, THE OWNER WILL PROVIDE QUALIFIED PERSONNEL TO PERFORM THE FOLLOWING SPECIAL INSPECTIONS AND REPORT THE FINDINGS TO THE ENGINEER. THIS DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THE DESIGN DRAWINGS. a. GRADING AND COMPACTION OF STRUCTURAL SOILS. b. CONCRETE CONSTRUCTION. c. STEEL CONSTRUCTION. d. FIELD WELDING. e. EPDXY INSERTS INTO CONCRETE AND MASONRY. 2. REFER TO THE SHEET S1.06 "STATEMENT OF SPECIAL STRUCTURAL INSPECTIONS". 3. SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED PERSONS FAMILIER WITH THE PROJECT. 4. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR 24 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING ANY REQUIRED MATERIALS TESTING AGENCY. Q. SUBMITTALS: IN ACCORDANCE TO SECTION 106.3.4.2 OF THE CODE, THE FOLLOWING ARE DEFERRED SUBMITTAL ITEMS: a. OPEN WEB JOISTS b. WOOD I -JOISTS c. PRE-ENGINEERED WOOD PRODUCTS 2. DEFFERRED TRUSS/JOIST SUBMITTAL SHALL BE SUBMITTED FOR REVIEW AND APPROVED PRIOR TO REQUEST(S) FOR ROOF NAIL, STRAP AND SHEAR OR FRAMING INSPECTIONS. THESE INSPECTIONS WILL NOT BE CONDUCTED WITHOUT COMPLETE APPROVED PLANS. THE APPLICANT AND CONTRACTOR ARE AWARE THAT PLAN REVIEW FOR THESE ITEMS MAY TAKE AS LONG AS TEN (10) WORKING DAYS FOR THE INITITIAL AND IF NEEDED SUBSEQUENT SUBMITTAL(S). IT IS THE APPLICANT AND CONTRACTOR'S RESPONSIBILITY TO COORDINATE TIMELY SUBMITTALS TO AVOID PROJECT DELAYS. PLAN SUBMITTALS SHALL CONTAIN THE FOLLOWING MINIMUM INFORMATION: a. TWO (2) COMPLETE PLAN SETS OF TRUSS/JOIST DESIGNS WITH KEYED LAYOUT SHEETS. b. LAYOUT SHEETS SHALL INCLUDE THE FOLLOWING: i. FRAMING LAYOUTS REFLECTIVE OF APPROVED BUILDING SUBMITTAL. fl. INDICATE ALL TRUSS/JOIST LOCATIONS iii. MECHANICAL EQUIPMENT LOCATIONS AND UNITS WEIGHTS iv. SPECIAL HANGER OR SUPPORT REQUIREMENTS PRIOR TO SUBMITTAL, TRUSS/JOIST PLANS SHALL BE REVIEWED BY BOTH THE ARCHITECT AND ENGINEER OF RECORD AND A STAMP AFFIXED THERETO WHICH REFLECTS ACCEPTANCE IN CONFORMANCE WITH THE APPROVED BUILDING PLAN DESIGN AND STRUCTURAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ATTAINING AND SUBMITTING THE ABOVE ITEMS TO THE ARCHITECT AND TO THE BUILDING OFFICIAL AS WELL AS ANY INCURRED FEES IMPOSED BY THE BUILDING DEPARTMENT FOR REVIEW. 3. SUBMITTALS (SHOP DRAWINGS) SHALL BE PROVIDED FOR ALL STRUCTURAL ELEMENTS (AS NOTED ABOVE) IN ADDITION TO ANY ITEMS REQUIRED BY THE ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 4. THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTORS ARE RESPONSIBLE FOR ENSURING THE COMPLETENESS, ADEQUACY AND ACCURACY OF THE SUBMITTALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUBMITTAL ELEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE ORIGINAL CONTRACT DRAWINGS IN ADDITION TO BEING CORRECTLY ILLUSTRATED AND INCLUDED IN THE SUBMITTALS. 5. THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SUBMITTALS FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ANY SUBMITTALS NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR SHALL BE RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL INDICATE ALL ITEMS WHICH ARE NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE STRUCTURAL ENGINEER IS PERMITTED FIVE (MINIMUM) BUSINESS DAYS FOR REVIEW OF ALL AND ANY SUBMITTALS. 7. THE SUBMITTALS SHALL DENOTE ANY CHANGES, DEVIATIONS OR SUBSTITUTIONS FROM THE ORIGINAL CONTRACT DOCUMENTS. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO REJECT ANY CHANGES OR INADEQUACIES ON THE SUBMITTAL DRAWINGS FROM THE ORIGINAL CONTRACT DOCUMENTS. 8. THE CONTRACT DOCUMENTS SHALL NOT BE REPLACED BY ANY SUBMITTAL. ITEMS SHOWN INCORRECTLY AND/OR OMITTED SHALL NOT BE CONSIDERED CHANGES TO THE ORIGINAL CONTRACT DRAWINGS. ABBREVIATIONS A.B. ANCHOR BOLT L.L.V. LONG LEG VERTICAL A.B.C. AGGREGATE BASE COURSE LONG. LONGITUDINAL A.C. ASPHALT CONCRETE MAX. MAXIMUM A.F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL ALT. ALTERNATE MIN. MINIMUM ARCH. ARCHITECTURAL MISC. MISCELLANEOUS B.N. BOUNDARY NAILING O.C. ON CENTER BOT. BOTTOM OPP. OPPOSITE C.I.P. CAST IN PLACE O.W.J. OPEN WEB JOIST C.J. SAW CUT CONTROL JOINT P/C PRECAST COL. COLUMN PL. PLATE CONC. CONCRETE PREFAB. PREFABRICATED CONT. CONTINUOUS REINF. REINFORCEMENT C.S. COUNTER SUNK REQ'D REQUIRED DIA./0 DIAMETER SCL STRUCTURAL COMPOSITE EA. EACH LUMBER E.B. EPDXY TREADED INSERT SIM. SIMILAR EMBED. EMBEDMENT S.O.G. SLAB -ON -GRADE E.N. EDGE NAILING SPECS. SPECIFICATIONS E.S. EACH SIDE SQ. SQUARE E.T.I. EPDXY THREADED INSERT STD. STANDARD E.W. EACH WAY STL. STEEL F.F. FINISHED FLOOR t THICKNESS (INCHES) F.G. FINISHED GRADE T.B. THROUGH BOLT FTG. FOOTING T.O.B. TOP OF BEAM F.N. FIELD NAILING T.O.C. TOP OF CONCRETE F.S. FAR SIDE T.O.F. TOP OF FOOTING G.S. GRIND SMOOTH T.O.M. TOP OF MASONRY G.S.N. GENERAL STRUCTURAL NOTES U.N.O. UNLESS NOTED OTHERWISE H.C.P. HINGE CONNECTION POINT VERT. VERTICAL H.S. HEADED STUD W/ WITH HORIZ. HORIZONTAL W.I.J WOOD I -JOIST K.J. KEYED CONTROL JOINT W.T. WILD TAIL (LONG) LAT. LATERAL W.T.S. WELDED THREADED STUD L.G.S. LIGHT GAUGE STEEL STUD L.L.H. LONG LEG HORIZONTAL N N cn z 0 0 25 cc W Z W 0 H W cc 8 g y r m i LL N a N �Q• 049 SOF NEll �* F+/Z1/12 IT _1 S 1.2C CONCRETE LAP SPLICE SCHEDULE BAR SIZE CONCRETE f'c (PSI) 2500 #3 18" #4 24" #5 30" #6 36" 1. VALUES APPLY TO ALL BARS WITH MIN. CONCRETE COVER OF 2d AND MIN. CENTER -TO -CENTER SPACING OF 4d. 2. FOR BARS WITH COVER BETWEEN d AND 2d, MULTIPLY VALUES BY 1.4. 3. FOR BARS WITH CENTER -TO -CENTER SPACING BETWEEN 3d AND 4d, MULTIPLY VALUES BY 1.4. 4. FOR BARS NOT MEETING THE ABOVE REQUIREMENTS, MULTIPLY BY 2.0. CONCRETE LAP SPLICE SCHEDULE N.T.S. STANDARD HOOKS FOR STIRRUPS AND TIE REINFORCING BAR SIZE BEND DIAMTER, "D" (INSIDE OF BAR) #3 - #5 4 BAR 0 #6 - #8 6 BAR 0 12 BAR 0 FOR 116,1«7, AND #8 6 DAR 0 FOR #3, 414, AND #5 OR 4" MIN. BAR 0 90" HOOK 135' HOOK NOTE: ALL REINFORCING SHALL BE COLD BENT, U.N.O. a 6� BAR 0 STANDARD HOOKS FOR PRIMARY REINFORCING BAR SIZE BEND DIAMTER, "D" (INSIDE OF BAR) #3-#5 6 BAR 0 #9,#101#11 8 BAR 0 #14 AND #18 10 BAR 0 BAR 0 4 DAR 0 FOR 2 1/2" MIN. 180' HOOK DETAILING DIM. 0 cr m .4 {.Iowa13-10111 NOTE: ALL REINFORCING SHALL BE COLD BENT, TYP. SPLICE DETAILS LAP - REFER TO PLAN WIRE TIES MAX. 1 /5 LAP BUT NOT MORE THAN 6" BAR OFFSET 6 MIN. FOR COLUMN, 12 MIN. FOR BEAMS �1 BOLT SIZE EMBEDMENT 4" 5/8" 5" 3/4" 6" 7/8" 6" 1/2" MIN. GROUT ALL AROUND BOLTS IN MASONRY CAREFULLY CHIPPED HOLE (BOLT 0 + 1/2"±) ANCHOR BOLT(A.B.), NO GREASE TYPICAL BOLT EMBEDMENT N.T.S. OUTSIDE CORNER BAI SIZE AND NUMBER A! REINFORCEMENT TYP. HORIZONTAL REINFORCEMENT MINIMUM EMBEDMENT Z N cc 0 is M TYPICAL CORNER REINFORCING N.T.S. OUTSIDE CORNER BAI SIZE AND NUMBER A! REINFORCEMENT TYP. HORIZONTAL REINFORCEMENT 5 TYPICAL INTERSECTION REINFORCING N.T.S. CONCRETE C.J. PER PLAN SLAB -ON -GRADE BAR CLEARANCE 1 BAR 00"MIN.) -- SUB -BASE A.B. 2 BENDING OF REINFORCEMENT 9 TYPICAL CONTROL CUT JOINT S1.20 N.T.S. S1.20 3/16" = T-0" SAWCUT CONTROL JOINT 1 1/2" DEEP SLAB REINFORCEMENT REFER TO PLAN FINISHED FLR. NO FURTHERi BOTTOM OF F 3 2 [MA) TYPICAL SLOPED EXCAVATIONS NEAR FOUNDATIONS N.T.S. STEM WALL FOR PIPES IN THIS AREA LOWER FOOTING SO PIPES PASSTHROUGH FOOTING WALL PIPES 3'-0" OR LESS BELOW FOOTING PROVIDE SLEEVE AND CONCRETE AS SHOWN TYPICAL PIPES AT FOUNDATIONS N.T.S. MASONRY WA LAP - REFER T( SCHEDULE PIPE THROUGF STEM WALL 01 FOOTING SLEEVES 2" LARGERTHAN O.D.OF PIPES FOUNDATION SYSTEM PREPARED SUB -BASE OR UNDISTURBED SOIL NOTE: PIPES 3'-0" OR MORE COMPACT, BACKFILL OVER PIPE TO AS RECOMMENDED IN THE GEOTECHNICAL REPORT OR USE STEPPED FOOTING BELOW PIPE TYPICAL STEPPED FOOTING N.T.S. u D W u u n :MENT - 11 LS T C J V C � a'12 4 n o co+ N Q V V -7; v p � •u U w p :9 � � N o v u o o Z c 6 c J CLT .s ou Y�� m opo V V C A V n ov g ® H a N V o Ln N N u � o g 0 U Y o a e J� c uj U Z uj W 0 a 7S C JFiF 0 N rq v, `r Ln 'z 4v w 0 �a $E V M Q 2 �O aVN Ln J N SHEATHING - REFER TO G.S.N. 1 1/4" x 12" WIDE LVL – CHORD TO CHORD W/ (7) 6ga. x 2 1/2" SCREW TOP AND BOTTOM 13 S1.40 9 S1.40 10 S1.40 CONNECTION / LOAD, ETC. h" BUTT JOINT ROOF S�,�wTuw�+ REFER 1 EQUAL, MIN 4" PAST EDGE OF CONNECT MEMBER r— WOOD I -JOIST REFER TO PLA SCHED. 1 1/8" MIN. INFII MAX. "W" 3/8"0 BEAD CDX PLYWOOC OF WOOD ADHESIVE h"+4" - REFER TO G.S.N. 8d NAILS @ 4" 0.%'. EA. WAY, U.N.O. 1 TYPICAL WOOD I -JOIST BLOCK INFILL N.T.S. SIMPSON HUS26-2TF �Q EACH END (4) 16d PER DOUBLE 2x6 TYPICAL OPENING IN THE ROOF N.T.S. FIELD BEND BRIDGING CLIP OVER 30' BEFORE NAILING / 30' TO BRIDGING ROW JOIST - REF TO PLAN 1 BRACE/BLOCK ATTACHMENT N.T.S. JOIST - REFER PLAN / SCHED. CONI SIMFvvill I W -M WIN i vvv BRIDGING 12 JOIST BRIDGING SHEATHING - REFER TO �S1.40 N.T.S. 5 S1.40 OFFSET PLYWOOD ATTACHED ROOF/ EDGES 32' MIN. WALL SHEATHING REFER FLOOR FRAMING NOT SHOWN FOR CLARITY TO G.S.N./ (USE SHEET ORIENTATION AS SHOWN) TYPICAL WALL SHEATHING LAYOUT ,-4x6 D.FIR.L. TJL SERIES e N SIMPSON A35 EA. SIDE / END (2) 2x6 ON EDGE BY OTHERS (SPANNING A MIN. OF 2 PANEL POINTS). INSTALL ONE 1/2"0 T.B. ABOVE EACH BOTTOM CHORD PIN TO HOLD 2x's IN PLACE. SUPPORT DETAIL FOR LOADS 6 SUPPORTED FROM BOTTOM CHORD S1.40 N.T.S. WALL BLOCKING WHERE NOTED 7 S1.40 SHEATHING EDGES :(2) 12d T.N. EA. END FULL STUD DEPTH TYPICAL BLOCKING CONNECTION ROOF SHEATHING - REFER TO PLAN/G.S.N. 8d @ 6" O.C., TYP. 2x4 FLAT EA. SIDE W/ (3)16d INTO TRUSS DOUBLE TOP PL., BEAM, OR 3X8 PL. 2x STUD @ NOTED SPACING WALL SHEATHING - REFER TO G.S.N. /PLAN/DETAILS NAILING - REFER TO G.S.N. 2x6 STUDS - REFER TO RELATED DETAILS FOR STUD SPACING 2x6 BLOCKING @ ALL PLYWOOD EDGES; PROVIDE (2) 12 d T.N. @ EA. END OF EA. BLOCK BLOCKIN REFER T1 FOR EX7 10d@6"O.C. 2x4 TOP AND BOTTOM W/ (2) 12d T.N. EA. END INFILL WALL SHEATHING - LEDGER I•I I•I REFER TO G.S.N. • TRUSS EXTERIO WALL I, ,I I, 16d @ 6" O.C. I WALL SHEATHING PER G.S.N. (IF NOT BEAM) STUDS 8 1TYPICAL TRUSS PANEL BLOCKING S1.40% N.T.S. BLOCKING / BRIDGING AS NOTED IN p, PLANS AND ra DETAILS (� SUPPORTING) `" WALUBEAM FLO PROVIDE 1/8° REF GAP AT ALL NY EDGE AND END JOINTS 1 TYPICAL FLOOR SHEATHING S1.40 FASTENER LAYOUT SIMPSON LSTA30 DOUBLE 2x6 TOP STRAP TYPICAL @ PL., TYP. U.NO. ALL SPLICES FLOOR SHEATHING -REFER TO G.S.N./ �� PLAN �o a TONGUE AND GROOVE EDGES o His STAGGER END JOINTS Ncm --CONT. 1/4" 0 BEAD N � OF GLUE OVER ALL cn .1 FRAMING - REFER a *V� TO G.S.N. o o N_p tJOISTS- o ',TO PLAN N. T.S. z 0 cn x � ADD (10) 16d @ tl1 �j N r a 6 EACH SIDE OF SPLICE / SCHED. 2x STUDS @ 16" O.C. SIMPSON HUS26-2TF �Q EACH END (4) 16d PER DOUBLE 2x6 TYPICAL OPENING IN THE ROOF N.T.S. FIELD BEND BRIDGING CLIP OVER 30' BEFORE NAILING / 30' TO BRIDGING ROW JOIST - REF TO PLAN 1 BRACE/BLOCK ATTACHMENT N.T.S. JOIST - REFER PLAN / SCHED. CONI SIMFvvill I W -M WIN i vvv BRIDGING 12 JOIST BRIDGING SHEATHING - REFER TO �S1.40 N.T.S. 5 S1.40 OFFSET PLYWOOD ATTACHED ROOF/ EDGES 32' MIN. WALL SHEATHING REFER FLOOR FRAMING NOT SHOWN FOR CLARITY TO G.S.N./ (USE SHEET ORIENTATION AS SHOWN) TYPICAL WALL SHEATHING LAYOUT ,-4x6 D.FIR.L. TJL SERIES e N SIMPSON A35 EA. SIDE / END (2) 2x6 ON EDGE BY OTHERS (SPANNING A MIN. OF 2 PANEL POINTS). INSTALL ONE 1/2"0 T.B. ABOVE EACH BOTTOM CHORD PIN TO HOLD 2x's IN PLACE. SUPPORT DETAIL FOR LOADS 6 SUPPORTED FROM BOTTOM CHORD S1.40 N.T.S. WALL BLOCKING WHERE NOTED 7 S1.40 SHEATHING EDGES :(2) 12d T.N. EA. END FULL STUD DEPTH TYPICAL BLOCKING CONNECTION ROOF SHEATHING - REFER TO PLAN/G.S.N. 8d @ 6" O.C., TYP. 2x4 FLAT EA. SIDE W/ (3)16d INTO TRUSS DOUBLE TOP PL., BEAM, OR 3X8 PL. 2x STUD @ NOTED SPACING WALL SHEATHING - REFER TO G.S.N. /PLAN/DETAILS NAILING - REFER TO G.S.N. 2x6 STUDS - REFER TO RELATED DETAILS FOR STUD SPACING 2x6 BLOCKING @ ALL PLYWOOD EDGES; PROVIDE (2) 12 d T.N. @ EA. END OF EA. BLOCK BLOCKIN REFER T1 FOR EX7 10d@6"O.C. 2x4 TOP AND BOTTOM W/ (2) 12d T.N. EA. END INFILL WALL SHEATHING - LEDGER I•I I•I REFER TO G.S.N. • TRUSS EXTERIO WALL I, ,I I, 16d @ 6" O.C. I WALL SHEATHING PER G.S.N. (IF NOT BEAM) STUDS 8 1TYPICAL TRUSS PANEL BLOCKING S1.40% N.T.S. BLOCKING / BRIDGING AS NOTED IN p, PLANS AND ra DETAILS (� SUPPORTING) `" WALUBEAM FLO PROVIDE 1/8° REF GAP AT ALL NY EDGE AND END JOINTS 1 TYPICAL FLOOR SHEATHING S1.40 FASTENER LAYOUT SIMPSON LSTA30 DOUBLE 2x6 TOP STRAP TYPICAL @ PL., TYP. U.NO. ALL SPLICES FLOOR SHEATHING -REFER TO G.S.N./ �� PLAN �o a TONGUE AND GROOVE EDGES o His STAGGER END JOINTS Ncm --CONT. 1/4" 0 BEAD N � OF GLUE OVER ALL cn .1 FRAMING - REFER a *V� TO G.S.N. o o N_p tJOISTS- o ',TO PLAN N. T.S. z 0 cn 2 �TYPICAL TOP PLATE SPLICE S 1.40 (2)16d @ N.T.S. �16" O.C. ji316d@ 24" (3) 16d @ 24" D (OFFSET) (2)16d @9Q O.C. EA. SIDE 24" O.C. 2x6 AS @ SHOWN. INTERIOR A: TRIPLE STUD B: CORNER STUD C: DOUBLE STUD 3 TYPICAL MULTI -PLY MEMBER �.4O N.T.S. NAILING @ EDGES PLYWOOD ROOF 4 S1.40 UNSUPPORTED V L —%a EDGE AND BOUNDARIES TYPICAL ROOF SHEATHING NAILING ADD (10) 16d @ tl1 �j N r NAILING @ SUPPORTS- UPPORTS-REFER EACH SIDE OF SPLICE / SCHED. 2x STUDS @ 16" O.C. 2 �TYPICAL TOP PLATE SPLICE S 1.40 (2)16d @ N.T.S. �16" O.C. ji316d@ 24" (3) 16d @ 24" D (OFFSET) (2)16d @9Q O.C. EA. SIDE 24" O.C. 2x6 AS @ SHOWN. INTERIOR A: TRIPLE STUD B: CORNER STUD C: DOUBLE STUD 3 TYPICAL MULTI -PLY MEMBER �.4O N.T.S. NAILING @ EDGES PLYWOOD ROOF 4 S1.40 UNSUPPORTED V L —%a EDGE AND BOUNDARIES TYPICAL ROOF SHEATHING NAILING EDGER 6l�.a./sz N.T.S. U - tl1 �j N r NAILING @ SUPPORTS- UPPORTS-REFER REFERTO PLAN OHM! / SCHED. EDGER 6l�.a./sz N.T.S. U - 7 SECTION S1.50 1/2-0 C.B. @ 24" O.C., ALT. SIDES PROVIDE WASHER EQUAL $ SECTION S1.50 BEAM GIRDER/CONN. SCHEDULE BEAM ANGLELENGT W8 5 W12 8 W14 11 9 S1.50 REFER TO PLAN GIRDER - REFER TO PLAN CONT. SHAPED 2x PL. W/ (2) 0.177"o L.V.F. @ 16" O.C. oc�AM -REFER TO PLAN CONT. SHAPED 2x/3x PL. BEAM - REFER TO PLAN B A TYPICAL BEAM TO BEAM LL03x2xl/4" 411 811 i • i i 4" (3) #4 (A706) x 24" DOWELS ll�10 EMBED PLATE S1.50i L1 11/211— GARAGE 1/2"GARAGE EMBED. S1.50% 1/2" THICK PL. 3/8 0'-8"x8"x1/2" PL. w/ (2) 5/8"0 x 6 5/8" H.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 4 S1.50 #4 (AS SHOWP TYPICAL OPENING IN METAL DECK H a 0 J J D LL BEAM - REFER TO PLAN T K V PROVIDE MIN. 1" COPE SUPPORTING STEEL BELOW 15"0 HOLE CUT IN DECK (MAX.) BEAM SIZE T B K 2" ( NOT LESS THAN W6 - W10 3/16" BEAM WIDTH) 3/16" 3" ( NOT LESS THAN W12 - W18 1/4" BEAM WIDTH) 1/4" N.T.S. CONCRETE FILL W WELDED WIRE FAB PER G.S.N./ PL BUTTON PUNCH SEAMS AT 24" 0.1 SUPPORT MEh (SEE PLAN) 1 TYPICAL CONCRETE ON METAL DECK S`1.50 5/8"0 - 3 1/2" LONG— HEADED STUD (H.S.) BEAM - REFER TO PLAN TWO (2) ROWS, WHERE NOTED COMPOSITE DECK - REFER TO G.S.N. /PLAN r- w w 2" v 5/8"0 - 3 1/2" LONG HEADED STUDS @ 32" O.C., U.N.O. 2" I 5 TYPICAL WEB STIFFENER -� S 1.50 N.T.S. -----, --- ----, -- O O O O GREATER THAN 24" GREATER THAN 36" GREATER THAN 24" 0i :0 O O OR 1/6 OF SPAN OR 1/4 OF SPAN OR 1/6 OF SPAN O O' O VARIES VARIES O ; .- - NO HOLE PERMITTED NO HOLE PERMITTED 6 S1.50 EXISTING BEj L c t EXISTING BEAM — CW7 z M HOLES IN BEAMS NO CLOSER THAN 48" O.C. 5Y2" 0 HOLE CENTERED 5Y2" 0 HOLE CENTERED L2x2xY4xl6" CENTERED ON HOLE 3/16 N.T.S. 2 S1.50 BEAM - REFER TO PLAN HEADED STUD DETAIL N r A g ELI0 o -1N Z� U SIDE SUPPORT OR WALL o ash cm '5 I WELDS PER SHEET z 0 N.T.S. R5 cc THROUGH DECK BEAM - REFER TO PLAN i 0 e i TYP. N C r co co o CONNECTION 12 PLATE FOR REFER TO DETAIL BEAM FOR QUANTITY OF STUDS A TYPE 1 B TYPE 2 ONE (1) COLUMN OF STUDS TWO (2) COLUMNS OF STUDS 1 1/2" 1 1/2" 461 C TYPE 3 D TYPE14 3 TYPICAL EMBED PLATE LAYOUT S1.50 6111/'12 N.T.S. N.T.S. u- NI w 5 w CC z o� ww ww =z �� Q F z 0 Q a U w O w 0 a w w D O z VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 18. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHAL BE VERIFIED TO ENSURE COMPLIANCE: - X ASTM A6 OR ASTM A568 a. PROPORTIONS OF SITE -PREPARED MORTAR. - X AWS D1.1 b. CONSTRUCTION OF MORTAR JOINTS. X ACI 530 / ASCE 5 / TMS 402 1704.5.1 c. LOCATION OF REINFORCEMENT,CONNECTORS X AND ANCHORAGES. - X 19. THE INSPECTION PROGRAM SHALL VERIFY: - X a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. - X b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL X APPLICALBLE ASTM MATERIAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. _ X ACI 530 / ASCE 5 / TMS 402 1704.5.1 c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. X SECTION A3.3 d. WELDING OF REINFORCEMENT BARS. X e. PROTECTION OF MASONRY DURING COLS WEATHER _ X (TEMPRATURE BELOW 40' F) OR HOT WEATHER (TEMPRATURE ABOVE 90' F). - X AISC 360, SECTION M2.5 1704.3.3 20. PRIOR TO GROUTING, THE FOLLOWING SHALL BE X VERIFIED TO ENSURE COMPLIANCE: a. GROUT SPACE IS CLEAN. - X ASTM A 6 OR ASTM A 568 b. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES. X ACI 530 / ASCE 5 / TMS 402 1704.5.1 c. PROPORTION OF SITE -PREPARED GROUT AND - X ASTM A 6 OR ASTM A 568 PRESTRESSING GROUT FOR BONDED TENDONS. X d. CONSTRUCTION OF MORTAR JOINTS. X 21. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X - ASIC 360, SECTION A3.5 - COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT X ACI 530 / ASCE 5 / TMS 402 1704.5.1 PROVISIONS. X 22. PREPARATION OF ANY REQUIREMENT GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. X - ACI 530 / ASCE 5 / TMS 402 1704.5.1 23. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF X - THE CONSTRUCTION DOCUMENTS AND THE APPROVED X X ACI 530 / ASCE 5 / TMS 402 - SUBMITTALS SHALL BE VERIFIED. X _ AWS D1.1 1704.3.1 24. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE - X TO ACHIEVE THE DESIGN BEARING CAPACITY. - X AWS 131.3 - 25. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH X AND HAVE REACHED PROPER MATERIAL. X 26. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED - X FILL MATERIALS. - X - 27. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT - X THICKNESSES DURING PLACEMENT AND COMPACTION X X - 1913.4 OF CONTROLLED FILL. 28. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE _ X AWS DII A _ SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X ACI 318: 3.5.2 PROPERLY. 29. WOOD CONSTRUCTION: X - - 1911.5 a. VERIFY NAILING. X b. VERIFY GENERAL MEMBER SIZE. - X ACI 318: CH. 4, 5.2-5.41904.2.2, c. VERIFY BOLTS AND SCREW LOCATIONS. X 1913.2 1913.3 30. ADHERED VENEER: a. VERIFY ADHESIVE STRENGTH. X ASTM C172 b. VERIFY TIES. X _ ASTM C31 1913.10 31. EPDXY INSERTS: ACI 318: 5.6, 5.8 a. VERIFY CLEAN HOLES AT CORRECT DEPTH. X X ACI 318:5.9,5.10 5.10 1913.6, b. VERIFY CORRECT APPLICATION. X 1913.7, 1913.8 16. INSPECTION FOR MAINTENANCE OF SPECIFIED 1704.1 GENERAL. WHERE APPLICATION IS MADE FOR CONSTRUCTION AS DESCRIBED IN THIS SECTION, THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1704. THE SPECIAL INSPECTOR SHALL BE QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN SECTION 1109. 1 \ 1704.1.1 STATEMENT OF SPECIAL INSPECTIONS S1.60 J w co H Luz U VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. MANUFACTURERS' CERTIFIED MILL TEST REPORTS - X ASTM A6 OR ASTM A568 2. SINGLE -PASS FILLET WELDS < 5/16" - X AWS D1.1 3. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING. - X b. MEMBER LOCATION - X c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION - X 4. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: APPLICALBLE ASTM MATERIAL a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM _ X SPECIFICATIONS; AISC 360, STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION SECTION A3.3 DOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. _ X 5. INSPECTION OF HIGH-STRENGTH BOLTING a. BEARING -TYPE CONNECTIONS. - X AISC 360, SECTION M2.5 1704.3.3 b. SLIP CRITICAL CONNECTIONS. X 6. MATERIAL VERIFICATION STRUCTURAL STEEL: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM - X ASTM A 6 OR ASTM A 568 STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. 1708.4 b. MANUFACTURER'S CERTIFIED MILL TEST REPORT. - X ASTM A 6 OR ASTM A 568 7. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION X - ASIC 360, SECTION A3.5 - DOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 8. INSPECTION OF WELDING: a. STRUCTURAL STEEL: - - 1. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - 2. MULTIPLE FILLET WELDS. X 3. SINGLE -PASS FILLET WELDS > 5/16" X _ AWS D1.1 1704.3.1 4. SINGLE -PASS FILLET WELDS < 5/16" - X 5. FLOOR AND ROOF DECK WELDS. - X AWS 131.3 - 9. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X WITH APPROVED CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING. - X b. MEMBER LOCATIONS. - X 1704.3.2 C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - X 10. INSPECTION OF REINFORCING STEEL, INCLUDING _ X ACI 318:3.5,7.1-7.7 1913.4 PRESTRESSING TENDONS, AND PLACEMENT. 11. INSPECTION OF REINFORCING STEELWELDING IN _ X AWS DII A _ ACCORDANCE TABLE 1704.3, ITEM 5b. ACI 318: 3.5.2 12. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X - - 1911.5 LOADS HAVE BEEN INCREASED. 13. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 4, 5.2-5.41904.2.2, 1913.2 1913.3 14. AT TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND ASTM C172 AIR CONTENT TESTS, AND DETERMINE THE TEMPRATURE OF X _ ASTM C31 1913.10 THE CONCRETE. ACI 318: 5.6, 5.8 15. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X _ ACI 318:5.9,5.10 5.10 1913.6, FOR PROPER APPLICATION TECHNIQUES. 1913.7, 1913.8 16. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. X ACI 318: 5.11-5.13 1913.9 17. INSPECT FORMWORK FOR SHAPE, LOCATION AND X ACI 318:6.1.1 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. NOTICE: IN ACCORDANCE TO THE CODE CONTINUED NEXT COLUMN 106.3.4.1 GENERAL. WHEN IT IS REQUIRED THAT DOCUMENTS BE PREPARED BY A REGISTERED DESIGN PROFESSIONAL, THE BUILDING OFFICIAL SHALL BE AUTHORIZED TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE ON THE BUILDING PERMIT APPLICATION A REGISTERED DESIGN PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. IF THE CIRCUMSTANCES REQUIRE, THE OWNER SHALL DESIGNATE A SUBSTITUTE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL PERFORM THE DUTIES REQUIRED OF THE ORIGINAL REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE BUILDING OFFICIAL SHALL BE NOTIFIED IN WRITING BY THE OWNER IF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IS CHANGED OR IS UNABLE TO CONTINUE TO PERFORM THE DUTIES.THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. 1704.1.2 REPORT REQUIREMENT. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. f Of NE`K 0 (0/11/22 z -0 g 7 N g� .Fe Z cjN Nca ce cm 0 I fr W W 09 W� 25 E2 y c LL A ( I I 1 4 G ICF—�� CONCRETE V B 7' C REFER TO SHEET S1.30 FOR TYPICAL FOUNDATION DETAILS. $ C -0" O W E F ( I I 1 4 O ICF—�� CONCRETE 5C G 7' 0 REFER TO SHEET S1.30 FOR TYPICAL FOUNDATION DETAILS. $ H -0" VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE 81-01, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES 4'- m I 4' 0" c COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN FOUNDATIONS AND SLABS WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL ALSO in J 7. s L FOUNDATION PLAN 1/4" = 1'-0" 1 ( I I 1 4 ICF—�� CONCRETE 5C REFER TO SHEET S1.00 AND 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND 7' 2. REFER TO SHEET S1.30 FOR TYPICAL FOUNDATION DETAILS. $ 12' -0" VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE 81-01, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES 4'- 0" REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR SLABS, SLOPES, RAISES, AND RECESSES 4' 0" 6. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN FOUNDATIONS AND SLABS WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL ALSO V I COORDINATE WITH ALL TRADES. 7. CONTRACTOR TO ADD I.C.F. COURSING AS NECESSARY TO SATISFY FOUNDATION REQUIREMENTS 8. 15 16\17 REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. 16'. 0" 12 12'- 0" r - - D" Thickx 24" Wide Cont. Foundation / #4 @ 12" o.c. Each Way at Bottom GENERAL FOUNDATION PLAN NOTES AND LEGEND ( I I 1 11 3/4" THICK 71/4" THICK ICF—�� CONCRETE 1. REFER TO SHEET S1.00 AND 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEET S1.30 FOR TYPICAL FOUNDATION DETAILS. 3. REFER TO SHEET S2.10 FOR SPECIFIC FOUNDATION DETAILS. 4. VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE V CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR SLABS, SLOPES, RAISES, AND RECESSES Uj NOT INDICATED ON THESE PLANS. 6. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN FOUNDATIONS AND SLABS WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL ALSO V I COORDINATE WITH ALL TRADES. 7. CONTRACTOR TO ADD I.C.F. COURSING AS NECESSARY TO SATISFY FOUNDATION REQUIREMENTS 8. 15 16\17 REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. f T.O.F. 5'- 4" ------------ ------ J 10" Thick x 36" Wide Cont. Foundation w/ #4 @ 12" o.c. Each Way @ Bottom i I i 12'- 9" 32"x32"x10" Thick Footing w/ (3) #4 Rebar Each 12"x12" Pedastal k 53" Wide Cont. Foundation 12" o.c. Each Way at Bottom 32"x32"x10" Thick Footing w/ (3) #4 Rebar Each 12"x12" Pedastal ( I I 1 T.O.F. 5'- 4" ------------ ------ J 10" Thick x 36" Wide Cont. Foundation w/ #4 @ 12" o.c. Each Way @ Bottom i I i 12'- 9" 32"x32"x10" Thick Footing w/ (3) #4 Rebar Each 12"x12" Pedastal k 53" Wide Cont. Foundation 12" o.c. Each Way at Bottom 32"x32"x10" Thick Footing w/ (3) #4 Rebar Each 12"x12" Pedastal GARAGE FOUNDATION PLAN 1/4" = 1'-U" 6/1-2/12 M rn rn Ln z o oa' 06 $ E Mp M 0 t0 C iv1 Y � 2 z 0 N W I. j V Z Uj V I W LW V W a W Z SOO o CCv 0 C 5 _^ thrlo rl -v N E � u Sc ncrete V ^ Y T N l.J Q :ural L� L H ont. Foundation Each Way A GARAGE FOUNDATION PLAN 1/4" = 1'-U" 6/1-2/12 M rn rn Ln z o oa' 06 $ E Mp M 0 t0 C iv1 Y � 2 Is I - III III—III III III III Slab - Refer to Plan Horizontal # 4 Rebar @ 18" O.C. Compacted Earth 7 1/4" Thick Concrete Wall (min.) Vertical # 4 Rebar @ 16" O.C. 4" HSS Column 8" x 8" x 3/8" Baseplate d♦ 5/8" x 6" Anchor Bolt #3 Ties @ 3" O.C. from Top 3 #4 Rebar ' 32" x 32" x 10" Footing 0'-10" - (3 x 3) #4 Rebar FDN DETAIL 3 1 1/2" = 1'-0" • j .. - - - •d ` d d'" _ - • ' - • - - 2'-8" 16 #4 Rebar @ 24" O.C. #4 Horizontal Rebar @ 16" O.C. d ICF Wall - Refer to 3/S1.05 d i d 2" Rat Slab 24"x 10" Continuous Foundation ^ Bottom of Footing Refer to GSN i °• tr. I� 32" x 37'x 10" Thick Footing d d :d f . O O 12" x 12" Concrete Column " ° , , ° ' •a 4" Hollow Structural Section Column _• o 8" x 8" x 3/8" Plate with (4) 5/8" x 6" Bolts • ' n' ` • °4' -611 — — — — — — — — — — — — — J _4 FDN DETAIL 5 2 FDN DETAIL 2 1 FDN DETAIL 1 S2.10 1 1/2" = 1'-0" S2.10 1 1/201 = 1'-0" S2.10 1 1/2" = 1'-0" 2'-6" 5'- 8 7/8" 6/11/22 a J u c � eu o V = Q 'S u c c u N p Ec L 0, n R Njs 3 Lp .0o�o e n c V N CL CL g N V O H N N Z d O S. O` C L W U Z W 0 'W V W �: rn M Lr:3 i L� r YJ ,., 0 C 19 19 G L 0 as 1 JOIST SIZE 4 9-1/2" TJI 230* 11-7/8" TJI 230 SIMPSON MIT3511.88 SIMPSON MIT3511.88 6 7 8 12'- 0" 8'- 0" 4' 0" 4' - 0" 16'-0" 12 12' - 0" LEVEL 1 JOIST HANGER SCHEDULE JOIST SIZE HANGER 9-1/2" TJI 230* 11-7/8" TJI 230 SIMPSON MIT3511.88 SIMPSON MIT3511.88 15 E 1 LEVEL 1 FLOOR FRAMING PLAN 1.00 1/4"= 1 12'- 9" 10'-6" 'ete over W2 x 20 GA k Composite Deck - Refer GENERAL FRAMING PLAN NOTES 1. REFER TO SHEET S1.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEETS S1.20 FOR TYPICAL WALL AND FRAMING DETAILS. 3. REFER TO SHEETS 53.10 AND 53.20 FOR SPECIFIC WALL AND FLOOR FRAMING DETAILS. 4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE FLOOR DECK. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. 8. "W12X22(8)" INDICATES COMPOSITE BEAM W/ QUANTITY OF HEADED STUDS. GARAGE FLOOR PLAN 1/411 /4" = 1'-0" 10 LA z O W C W U Z W 0 V) MW (W V W rn J } W Z 0 0 cc Q � Lrl o N O 0 w n ~ N 0 H a O O • u - M y>J� W J A B C 12' 0" 8' 0" 4' 0" 4' 0" r r r r r T.O.S. = 14'- 61 /8" 2 Layers 3/4" Plywood under 1 /2" Quicktrak and Finish Floor —\ W12X26 W12X26 (LOW) O 0 E \ x9-1/2 PSL . I . SIMPSON LBV2.37/9.5 II F\ N I k I CN 3 �t G —0 �d c 1 0 0 CD 00 L \ 91/2"TJI 230 91 /2" TJI 230 * 7 S3.20 I 1 0T.O.S.= 14'-61/8" - , { 91/2"TJI 230 * S3.20 N I IN I 2 I T.O.S. = 19'-67/8' , Typ. 16-0" IN r 9 S3.20 3-1/2 x 9-1/2 PSL 3-14 x9-1/2 PSL . I . SIMPSON LBV2.37/9.5 II SIMPSON MIT3511.88 N I k I CN 3 N lJ 3 —0 �d 0 1 0 I 3 1 �J a W12X35 3MiI U�.. — — — — — — — — — — — — — — — — — — — W10X19 { x I S3.20 S3.20 7 ' I W 10X26 I I W1 2X26 I W1 2X26 LU --------- __ ---—-- —----=---- --------------------------- -------- I W1 2X26 { I I I 16-0" IN r 9 S3.20 3-1/2 x 9-1/2 PSL 3-14 x9-1/2 PSL 9-1/2" TJI 230 SIMPSON LBV2.37/9.5 II SIMPSON MIT3511.88 NZ I 14" TJI 230 s U N lJ I —0 �d 0 O, I N J �J a W12X35 3MiI — — — — — — — — — — — — — — — — — — — _ x I S3.20 S3.20 7 ' I W 10X26 I 12' 0" LEVEL 1 JOIST HANGER SCHEDULE JOIST SIZE HANGER 9-1/2" TJI 230 SIMPSON LBV2.37/9.5 9-1/2" TJI 230* SIMPSON MIT3511.88 11-7/8" TJI 230 SIMPSON LBV2.37/11.88 14" TJI 230 SIMPSON MIT3514 im r 12'- 9" LEVEL 2 FLOOR FRAMING PLAN C83001 1/4" = 1'-0" I S3.20, I M 13 t L I N� 'I d Iko N I O 0 Q �o 3MiI + rn I 11 7/8" TJI 230 @ 16" O.C., U.N.Q. I S3.20 S3.20 I ' I W 10X26 I I W1 2X26 I W1 2X26 --------- __ ---—-- —----=---- --------------------------- -------- -1/2x 9-1/2 PSL LEVEL 2 FLOOR FRAMING PLAN C83001 1/4" = 1'-0" 9 S3.20 9 S3.20 GENERAL FRAMING PLAN NOTES 1. REFER TO SHEET S1.00 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEETS 51.20 FOR TYPICAL WALL AND FRAMING DETAILS. 3. REFER TO SHEETS 53.10 AND S3.20 FOR SPECIFIC WALL AND FLOOR FRAMING DETAILS. 4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE FLOOR DECK. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. (0/22/12 W V Z W W tW^ V `U it J— W Z a Y e@ 0 DC 0 CQ G 0 I a (ffi q 13 t L I Fireplace Per Architectural Drawings d a1 N 7 O 0 I S3.20 S3.20 I I I S3.20 -1/2x 9-1/2 PSL I I N I I� � ....... ......... ...._.. __._......... .............. ..... _.......... .......... _ _ ... .............. . _ _ . ........_.. ... .. _ .. I W1 OX22 i............... J --------------_ LU I III I I p .. $3..20, ..... .. .. p . 91 /2" TJI 230 @ 16" O.C. X....� .. ............._.._......................._... ............._._..............._.. ........... _........._ ................ _. ..........._ .. N _. ..... _ o .... M l I ':..'9.S/2".TJ1.234.: * 91 /2" TJI 230 isLU.. .. I �. 3 �S.20 I 91 /2" TJI 230 __._...... _ . S3.20 - W 0X22 { __..__... _ _.............__..._......._.. 1 -------- — --- JI T.O.S.= 19'-67/8" L. ......... .._. _.........._..... _._....... _..i._.._ ....................._.......... ...1 ..........._............ I I o S3.20 I I _ .. l ........._ .._._ ......._ N ....... .. .. ........ _.... I , 91/2" TJI 230 @ 16" O.C. I I I o I I r HSS5X5X3/8 I { _-------_� _ -- --- ------------------- -------- W12X26 ------ W10X22 —— ----- __-------- I 91/2" TJI 230 1 x @ 12" O.C. x.; I' 1 ,o f i..i o o o oi l 9 S3.20 9 S3.20 GENERAL FRAMING PLAN NOTES 1. REFER TO SHEET S1.00 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEETS 51.20 FOR TYPICAL WALL AND FRAMING DETAILS. 3. REFER TO SHEETS 53.10 AND S3.20 FOR SPECIFIC WALL AND FLOOR FRAMING DETAILS. 4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE FLOOR DECK. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. (0/22/12 W V Z W W tW^ V `U it J— W Z a Y e@ 0 DC 0 CQ G 0 N I a Ln o q 13 t L UoU M in R d N �o q N V w L M � a1 N 7 O 0 V E u O 0 Beam: Refer to PIi 1 TYPICAL BEAM -TO -COLUMN CONNECTION .53.10 N.T.S. 2 Layers 3/4" Plywood Shea (2) 2x6 Sill Plal 2x Blocking Joists - Refer t /4x(Beam Depth - 2"), Typ. r Refer to Plan Concrete Over Metal Deck- Refer to Plan Beam - Refer to Plan DETAIL N.T.S. Concrete Over Metal Deck- Refer to Plan Coll Bea lid Foam +Sheathing - fer to GSN k4 Continuous instruction Join (2) 4 (1 ON 1 /2" Plate w/ (2) 3/4"5/8" 5"0x8" H.S. #4 Continuous Wall - Refer to 3/S1.05 ICF DETAIL N.T.S. lid Foam + Sheathing - fer to GSN wide k4 L x 2'0"x 2'0" @ 32" min. Rigid Foam + SI Refer to GSN Sheathing - Ref 5/8" Dia. Bolts C #4 Continuous 2x8 Sill Plate 2x8 Pressure Tr Beam - Refer to ,nstruction Joint 6"x10"x1 /2" Pla 5/8"Ox8" H.S. #4 Continuous ICF Wall - Refer 0'- 1 1/2" \ 1/4 Column - Refer to Plan 3/4" x 8" x a" Plate 0'-1.. 0--2" 0'-2" of e- 10 10 • #4 A706 28" Long Al FLR DETAIL GARAGE 10 S3.10 1 1/2" = 1'-0" Joist Hangers - Refer to Schedule " v 2 `, DETAIL 5 DETAIL $ DETAIL 11 FLR DETAIL 11 S3.10 53.10; N.T.S. S3.10 N.T.S. S�-10 N.T.S. S&10 1 1/2" = V-0" 2 Layers 3/4" Plywood Sheatl Joist - Refer to I Joist Hanger - R 3 DETAIL S3.10, N.T.S. gid Foam + Sheathing - !fer to GSN /8" Dia. Bolts @ 48" O.C. 12 Sill Plate 12 Pressure Treated Sill Plate 14 Continuous :F Wall - Refer to 3/S1.05 DETAIL N.T.S. Coll Bea 3/4" 5/8" ICFI DETAIL N.T.S. 6/11/1-z W U Z w 0 V) Uj 'W V I""I""I rn J z 0 O 0 C S A O a 0 V N L � 7 0 i • i 5neatning - rtet 2x8 Sill Plate 2 Layers 3/4" PF Beam - Refer to Joist - Refer to F Joist Hanger - R 1 ` DETAIL S3.2-0� N.T.S. Sheathing - Ret Joist - Refer to I 2x8 Sill Plate Beam - Refer tc 2 _ DETAIL S3.20) N.T.S. Sheathing - Re 2x Blocking 2x8 Sill Plate Joists - Refei Joist Hangers - ICICI LV Schedule S1.50 3 DETAIL X53.20 N.T.S. Joist - Refer to Plan L3x3x1/4x8"Clips Each Side of Beam Beams - Refer to Plar DETAIL N.T.S. (2) 2x6 Sill Plates Beam - Refer to Plan Joist Hanger - Refer Schedule Joist - Refer to Plan DETAIL N.T.S. 3/4" Plywood Sheathing 2x6 Sill Plate 2 Layers 3/4" Plywood Beam - Refer to Plan Joist Hanger - Refer to Schedule Joist - Refer to Plan DETAIL N.T.S. gyne Layer 1/4- Fv" Sheathing Two Layers 3/4" Ply, Sheathing 3/4" Plywood Bracir 2x8 Ledger with (3) Screws at 24" on Ce Joists - Refer to Plan Continuous Filler DETAIL N.T.S. Sheathing - Refer 1 3/4" Plywood Brac 2x8 Ledger with (3 Screws at 24" on C Joists - Refer to Pla Continous Filler DETAIL N.T.S. FLR DETAIL 9-S3.20 1 1/2" = 1'-0" z O W C W U z W 0 V) W 1= W U.j Ln J � LUZ 0 = o Cr 0 oc Q -e S " L0 0 N .Nr o 719 LSO � vNf � H t!1 M � O� M z V° A $E •� M to xx M �{ Ln 0 CP A I I 1H I 4 n SIMPSON MIT3511.88 SIMPSON MIT3511.88-2 4 B 4M � X6 3- 0 `�' v X / I H O N 7 c I 3 $ C S4.10 I E I I 1H I 4 O SIMPSON MIT3511.88 SIMPSON MIT3511.88-2 6 FX 4M � X6 3- 0 `�' v X / I H O N 7 c I 3 $ G S4.10 I S4.10 I I 0 I I H -- — — — — — — — L — — — — — — — — — — — — — — — — — — — 4'-C' M L 0 �o N N ATTIC FRAMING PLAN 1 I I 1H I 4 \ SIMPSON MIT3511.88 SIMPSON MIT3511.88-2 6 tj 4M � X6 3- 0 `�' v X / I H O N 7 N N `�' u x ~ O N I 3 $ 12'-0" S4.10 I S4.10 I I 8'-0" I I '1`-0" -- — — — — — — — L — — — — — — — — — — — — — — — — — — — 4'-C' I M Ix6 ~o N N 3 I Ix6 I ~�° 1 IIo � N �u I W12X26 �T 5/8" Thick Sheathing ------------------------------ I I 1H I I I \ SIMPSON MIT3511.88 SIMPSON MIT3511.88-2 tj 4M � X6 3- 0 `�' v X / I H O N 4-44 N N `�' u x ~ O N I 3 I 6 I S4.10 I S4.10 I I I I I I I z W12X26 "'t -- — — — — — — — L — — — — — — — — — — — — — — — — — — — N X N 7 3 S4.10 W 12X26 T.O.S. = 29'- 9" —4X6 4� S4.10 ATTIC FLOOR JOIST HANGER SCHEDULE JOIST SIZE HANGER 11-7/8" TJI 230 (2)11-7/8" TA 230 SIMPSON MIT3511.88 SIMPSON MIT3511.88-2 12 15 16'-0" 12'-0" W12X26 W12X22 /-- 5/8" Thick Sheathing --------------- \, '\S4.10 I 3-° I (. I I . I M Ix6 ~o N N 3 I Ix6 I ~�° 1 IIo � N �u I 0 ry x —4x6 N 3 �u �u I I 5 5 I I I S4.10 S4.1o I I ( I 54.10 I; W 12X26 I W 12X26 I W 12X22 ____ _--____-_-____-_____ -_----_-____-- T.O.S. = 29'- 9" 4 S4.10 1 S3.10 1617 / GENERAL ROOF PLAN NOTES 1. REFER TO SHEET 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEET 51.20 FOR TYPICAL WALL AND FRAMING DETAILS. 3. REFER TO SHEET 54.10 FOR SPECIFIC WALL AND ROOF FRAMING DETAILS. 4. THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE ROOF DECK. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. N 0 - P 16'- 0" W 12X22 19 f I II I I I l I i I I I 1 I I I I I I I I I x 31 I I I I I I I 1 I I I I I I I W 12x22 I I I I I I I N I N1 I �I I I I W 12x22 I N-"*� GARAGE ROOF FRAMING PLAN 1/411 = 1'-0" 6/11/12. x."6.1 U Z W 0 �A V) W I= Lu Lu V w a W Z c 0 0 a C 5 A 0 E 79 O MNSi c.� in M C ry A N ~ M CL m 0 u- ^ V V I f A 6 7 c B 4 0" 4'- 0" c "v C E F 6 7 c G 4 0" 4'- 0" c "v H va I � ^ c 0 m J L 1 ROOF FRAMING PLAN s4-.017-1/411 = 1'-0" 1 4 6 7 8 12' - 0" 8' _ 011 4 0" 4'- 0" Z 16i W 5/8" Thick Sheathing 2x4 Mahogany Rafter Rails 0 f 12' 0" 15 } 12'- 9" REFER TO 54.00 FOR LOWER FRAMING 5/8" Thick Sheathing 1617 f GENERAL ROOF PLAN NOTES 1. REFER TO SHEET 51.10 FOR THE GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND INFORMATION FOR ALL MATERIALS. 2. REFER TO SHEET 51.20 FOR TYPICAL WALL AND FRAMING DETAILS. 3. REFER TO SHEET 54.10 FOR SPECIFIC WALL AND ROOF FRAMING DETAILS. 4. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. COORDINATE ALL INSERTS AND/OR ALL OPENINGS IN THE ROOF DIAPHRAGM WITH ADJACENT MECHANICAL AND PLUMBING DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES. 6. DO NOT ATTACH ANY EQUIPMENT OR SUSPENSIONS FROM THE ROOF DECK. 7. REFER TO ARCHITECTURAL DRAWINGS FOR WATER PROOFING AND FLASHING. 611-1-!1-2- 18 19 16-0" f / 2x4 Mahogany Rafters 5/8" Thick Sheathing IN \�.'���� I i I I I I I I I m / 2x4 Mahogany Rafter Rail V � V O � O I m I N M N N N " N I M I I I I I I � O I � I I I I I I � i I I I I I r I P 2�4 Mah�oganyafters — — 2 � GARAGE ROOF FRAMING PLAN S4.01) 1/4" = 1'-0" Lu V Z w Q N LU W 0 Lu Ln J } W Z Y0 0 C� C O Ln ry E u 4 N w 0 M vii y d Tf N M Ln 01 1-M Z C 800 A ^ 0 m yO to Y co �O V 06 _ 1_ DETAIL t 54.101 N.T.S. Infill w/ Plywood for Bracing (2) 11 7/8-TJI 230 o N F— X H s \ (2)11 7/8" TJI 230 3 ATTIC HATCH OPENING r S4-.1 N.T.S. Simpson MSTA24 Simpson CC46SDS2' Beam - Refer to Plan Post - Refer to Plan - Refer to Plan [e er - Refer to Plan 4 _ROOF DETAI L 4 S4.10/ N.T.S. 5 ATTIC SECTION x.10 N.T.S. Simpson MSTA24 @ Each Joist Sheathing - Refer to PI Beam - Refer to Plan Joist - Refer to Plan Simpson LU210, Typ. 2 "l ROOF DETAIL 2 t.10) N.T.S. ROOF DETAIL 6 1 1/2" = 1'-0" Simpson LSTA-21 @ 4" O.C. 3x8 Sill Plate Joist Hanger - Refer to Plan ROOF DTL 7 S4.10 1 1/2" = 1'-0" Post 5" x 8" x 1/8" Plate w/ (6) Simpson SD525212 Screws Each Side w/ 5/16" Dlameter Holes Beam - Refer to Plan z 0 W C W U Z I..0 0 V) U.j..� W l7 W Ln J— z W u o 0 CQ L A O O � rN,• c -'s 00 s _�Ln eq Y {O{,� M N N O L1 r if O U- V) V