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HomeMy WebLinkAbout50448-Z TOWN OF SOUTHOLD «� BUILDING DEPARTMENT TOWN CLERK'S OFFICE pr SOUTHOLD, NY 0P ` 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#: 50448 Date: 3/19/2024 Permission is hereby granted to: Jellett Mar aret Irry Trust 700 Glenn Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1665 Glenn Rd Southold SCTM # 473889 Sec/Block/Lot# 78.-1-25 Pursuant to application dated 1/22/2024 and approved by the Building Inspector.. To expire on 9/18/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,884.50 CO -NEW DWELLING $100.00 Total: $3,984.50 Building Inspector r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt ://www. out oldto n,n . o Date Received APPLICATION FOR BUILDING PERMIT 9w. Office Use Only PERMIT NO. S64LKfor Building inspector: � J Oi � ' 14� Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/19/2024 OWNER(S)OF PROPERTY: Name: 1665 Glenn rd LLC SCTM# 1000-78.00-01.00-025.00 Project Address: 1665 Glenn Rd Southold NY 11971 Phone#:631-905-4789 Email:david@djcustomhomes.com Mailing Address:3 Sandie Lane Manorville NY 11949 CONTACT PERSON: Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-905-4789 Email:david@djcustomhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Arcitecnologies Mailing Address:625 Claves Neck Rd Southold NY 11971 Phone#:631-848-3321 Email:arcitecnologies@yahoo.com CONTRACTOR INFORMATION: Name: DJ Custom Homes, Corp Mailing Address:3 Sandie Lane, Manorville NY 11949 Phone#:631-905-4789 Email:david@djcustomhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION IRNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other Pool $600,000 Will the lot be re-graded? ❑Yes IRNo Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant Land Intended use of property: Residential Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box After➢ ending' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By n(prima e ; aV'u ROb@PtS ❑Authorized Agent WOwner Signature of Applicant: Date: i lC( � z�z:)Z� I 1 STATE OF NEW YORK) COUNTY OF,� A�u, Q��-1 A � being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the .. (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Zt} /111b, Notary Public PROPERTY OWNER AUT HORIZATION Notary Public-State of New York (Where the applicant is not the owner N0.01FE64 pp � Qualified in Suffoolklk County My Commission Expires Mar 14, 2026 I, residing at do herebyauthorize to apply on , my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 pi Generated by REScheck--Web Software compliance Certificate Project 1665 Glenn Rd Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,090 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Solar Ready: false Has Charger false Has Battery: false Has Heat Pump: false Electric Ready: false Responsive Water Heating: false Construction Site: Owner/Agent: Designer/Contractor: 1665 Glenn Rd Southold, NY 11971 1665 Glenn Rd Southold, NY 11971 Energy Rating Service, Inc Matt Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Compliance: 7.4%Better Than Code Maximum UA: 551 Your UA: 510 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab on-grade tradeoffs aire no Monger consldered iin the UA or performance a.ornpllance limth in RII::iSchecic Il::::aclh slab oil-grade assembly ilia the specified climate zone rnuu.st rneet the minirnuirn e!inergy code in.sulatlon 1:1-value and deptlhr requirements. Envelope A552MWiea Gross Area Cavity Cont. Prop. Req. Prop, Req. Perimeter Roof Rafters: Cathedral Ceiling 2,475 38.0 0.0 0.027 0.026 67 64 Wall 1: Wood Frame, 16"D.C. 183 19.0 0.0 0:060 0.060 8 8 Window 1: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 188 19.0 0.0 0.060 0.060 10 10 Window 2: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 3: Wood Frame, 16" o.c. 44 19.0 0.0 0.060 0.060 3 3 Wall 4: Wood Frame, 16" o.c. 285 19.0 0.0 0.060 0.060 15 15 Window 3: Other 43 0.300 0.320 13 14 SHGC: 0.30 Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 1 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Wall 24:Wood Frame, 16" o.c. 263 19.0 0.0 0.060 0.060 15 15 Window 18: Other 18 0.300 0.320 5 6 SHGC: 0.30 Wall 25:Wood Frame, 16"o.c. 124 19.0 0.0 0.060 0.060 2 2 Window 19: Other 20 0.300 0.320 6 6 SHGC: 0.30 Window 21: Other 48 0.300 0.320 14 15 SHGC: 0.30 Window 20: Other 20 0.300 0.320 6 6 SHGC: 0.30 Wall 26:Wood Frame, 16"o.c. 59 19.0 0.0 0.060 0.060 4 4 Wall 27:Wood Frame, 16"o.c. 121 19.0 0.0 0.060 0.060 7 7 Wall 28:Wood Frame, 16"o.c. 130 19.0 0.0 0.060 0.060 7 7 Window 22: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 29:Wood Frame, 16" o.c. 92 19.0 0.0 0.060 0.060 5 5 Wall 30:Wood Frame, 16" o.c. 68 19.0 0.0 0.060 0.060 3 3 Door 2:Solid 22 0.290 0.320 6 7 Wall 31:Wood Frame, 16" o.c. 9 19.0 0.0 0.060 0.060 1 1 Wall 32:Wood Frame, 16" o.c. 18 19.0 0.0 0.060 0.060 1 1 Garage Ceiling:All-Wood joist/Truss 90 30.0 0.0 0.033 0.047 3 4 Basement Ceiling: All-Wood joist/Truss 2,022 30.0 0.0 0.033 0.047 67 95 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew Wahl I Digitally signed by Matthew Wahl matthew Wahl„ HERS Rater 2572845 Date:2024.03.19 03:59:23-04'00' Name-Title ignature Date Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 3 ofll Section # Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 ;A protective covering is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not `and extends a minimum of 6 In. belowQJ ❑Not Observable grade. j❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Requirement will be met. [FO12]2 'installed. []Does Not j❑Not Observable ❑Nest Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 5 of11 section Flans Verified ield erified Framing/ Rough-In Inspection Value Value Comnplie Ce ments/Assumptions Ck Re .I13 403.6 ;Automatic or gravity dampers are ElCornplies Requirement will be met. [FRl912 Installed on all outdoor air FDoes Not intakes and exhausts. []Not Observable [INot Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier t) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Report date: 03/19/24 Data filename: Page 7 ofll Sedion # Final Inspection Provisions Plans Verified Field Verified &i�1.1 Value Value Complies? Comments/Assumptions 402.1.1, ;Ceiling insulation R-value. _ 402.2.1, R R- ❑Complies See the Envelope Assemblies 402.2.2, ❑ Wood ❑ Wood ❑Does Not 'table for values. 402.2,6 ❑ Steel ❑ Steel [Fill' ❑Not Observable ❑Not Applicable 3011.1.1, °Ceiling insulation installed per 303.2 manufacturer's instructions, ❑Complies Requirement will be met. [FI211 Blown insulation marked every ❑ 'Does Not 300 ftz.. ❑Not Observable +402.2.3 Vented attics with air'permeable ❑Not Applicable [FI22]2 insulation include baffle adjacent ❑Complies Requirement will be met. to soffit and eave vents that ElDoes Not extends over insulation. ❑Nat Observable 402.2.4 ;Attic access hatch and door ❑Not Applicable [FI311 insulation >R-value of the R R- ❑Com lies �"-"� p ;Requirement will be met. adjacent assembly. ❑Does Not ❑Not Observable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH Not Applicable [FI17]1 ach in Climate Zones 1-2, and 50 = ACH 50 - ❑Com lies p ;Requirement will be met. <=3 ach in Climate Zones 3-8. ODoes Not ❑Not Observable Nw.g. ts are pressure tested to ❑Not Applicable ermine air leaka a with cfm/100 cfm/100 ❑'Complies 9 ftz ftz Requirement will be met. Rough-in test:Total ❑Does Not age measured with a ❑Not Observable ssure differential of 0.1 inch . across the system including ❑Not Applicable manufacturer's air handler losure if installed at time of . Postconstruction test:Total age measured with a sure differential of0.1 inch across the entire system `including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 [FI411 `cfm/100 ft2 across the system or ftz z cfm/100 C Cor�plles Requirement will be met. <=3 cfm/100 ft2 without air ft ElDoes Not 'handler @ 25 Pa. For rough-in tests„verification may need to ❑Not Observable occur during Framing Inspection. _ ❑Not Applicable 403.3.2.1 ;Air handler leakage designated [F[24]1 by manufacturer at<=2%of ❑Complies Requirement will be met. ;design airflow. ❑Does Not ❑Not Observable 403.1.1 Programmable thermostats ❑Not Applicable [Fl9]2 installed for control of primary ❑Complies Requirement will be met. heating and cooling systems and ClDoes Not initially set by manufacturer to ❑Not Observable code spec'iflcations. 403.1'2 Heat pump thermostaEinalled] ❑Not Applicable [FI10]2 on heat pumps, ;❑Compiles 'Requirement will be met. ❑Doe,s Not ❑Not Observable 403.5,1 ;Circulating service hot ❑Not Applicable [FI11]z ;systems have automa ❑Compl'ies Requirement will be meta accessible manual con ODoes Not ❑Not Observable ❑Not Applicable ------------- 1 High Impact(Tier 11 2 Medium Impact(Tier 2) 3 Low Impart(Tier 3) Project Title: 1665 Glenn Rd Southold, NY 11971 Data filename: Report date: 03/19/24 Page 9 ofll L303.3 fan pection Provisions Plans Verified Meld Verified Value Value Cornplies? Comment /Assumptions rer manuals for l and water heating ElComplies Requirement will be met. ve been provided. COoes Not '[]Not Observable ; Additional Comments/Assumptions: Not Applicable i High Impact(Tier 1 ( ) 3 Low impact(Tier 3) Medium Impact Tier 2 Project Title: 1665 Glenn Rd Southold, NY 11971 Data filename: Report date: 03/19/24 Page 11 ofll Town Hall Annex ��°��� � ^W, Telephone(631)765-1802 54375 Main Road ' - Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 oW 1 BUILDING DEPARTMENT NOTICE OF UTILIZATION PE TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 9ONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: l Owner. �J —�- Location of Property: i l 1 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): 1� Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor a roof framing (FR) Signature: Name (person submitting this form): Deqw (2obf/,f Capacity(check applicable line): xOwner Owner representative TrussReg15.doex Effective 1/1/2015 C RO 1/19/2024029 Y) B CERTIFICATE OF LIABILITY INSURANCE DATE /19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT., If the certificate holder is an ADDITIONAL INSURED,the policy(ies)(must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoTsernent(s). PRODUCER '.......NAME.' Debra Ferraro Brazier Insurance Agency Pld�?N (631)286-1900 No: I631t2e6-1406 1745 Montauk Highway ADRIESS.brazier-debra@optonline.net INSURER 5 AFFORDING COVERAGE NAIC p Bellport NY 11713 INSURERA;:Evanston Insurance C an '..INSURED fNsURERs:AteSr1tX ggecialty Insurance C2tA an DJ Custom Homes Corp. INSURER C: 3 Sandie Lane INSURER.D: INSURER E. Manorville NY 11949 INSURERF: COVERAGES CERTIFICATE NUMBER:CL2411923055 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP TYPE OF INSURANCE 'AINSD D L U POLICY NUMBER IMMIDDTYYYY IMMIDDIYYYYJ LIMITS LTR X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE S 1,000,000 A CLAIMS-AUU]E tI � S " 300,000 OCCUR PREMISES Ea 2 remit X MKLVlPBC003741 10/24/2023 10/24/2024 MED EXP(Any one person) S 5,000 I PERSONAL &ADV INJURY S 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE S 2,000,000 PRO- 2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OPAGG S OTHER; S AUTOMOBILE LIABILITY C MINOSI731.ELIP11T S Eir poft ANY AUTO BODILY INJURY(Per person) S VV ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS S NON-OWNED PPlTeOIEITY DAMAGE. HIREDAUTOS AUTOS S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE $ DIED RETENTION S S WORKERS COMPENSA71ON PER OTH- AND EMPLOYERS'LIABILITY TATUTE ANY PROPRIETOR/PARTNER'EXECUTIVE YIN E.L.EACH ACCIDENT S OFFICERIMEMEER EY.CLUDED7 N I A B (Mandatory in NH) 01-P-XL-P70001363-1 10/24/2023 10/24/2024 E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Addllional Remarks Schedule,may be attached if more space Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Imo. — °Ciat uatzr5! ed rep9elcotp -- Kevin Br zier/I{FVIN„a.en,�.•d �' - �' 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF NOW York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 461572203 BRAZIER AGENCY Pp. 1745 MONTAUK HIGHWAY gip" BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366 960-9 563616 07/17/2023 TO 07/17/2024 1/19/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY, NEW YORK STAT SUR NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:331420833 U-26.3 Yore Workers' . sTA`rE Compensation CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE, NY 11949 1c.Federal Employer Identification Number of insured Work Lccation of Insured(only required if coverage is spocilically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 461572203 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold ShelterPoint Life Insurance Company 53095 Route 25 3b.Policy Number of Entity Listed in Box"I a" Southold, NY 11971 DBL571625 3c.Policy effective period 01/01/2024 to 12/31/2024 1FPollicy ides the following benefits: h disability and paid family leave benefits. ER ability benefits only. d family leave benefits only. rs: ' A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perju y q certify that I am an utN�on ed represenlalive of licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed '1119/2024 By ca authorized representative or NYS Licensed insuran-Agent of that insurance carrier) Telephone Number 516-629-6100 Name and Title Signature of'msurance rrier's Richard' Whito, ChiefExecutive I"floor IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder,. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200,Binghamton, NY 13902-5200, PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 46,4C or 5B have been checked) State of Now York WorkAccording to information maintained by the NYS orrl erg Compensation ne f t Board -named employer has complied with the NYS Disability and Paid Family Leave Benefits Lavw(Arlicle 9 of the Workers'Compensation Law)with respect to all of their employees„ Date Signed By (signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) LAND NOW OR FORMERLY OF SURVEY OF LOT 34 EDWARD J BAUMANN JR de KELLI POLIIIODA MAP OF WEST CREEK ESTATES • , SITUATE AT SO HO S 75 09 30 E 105.00 ti �'8N X k 1.8`N EDGE OF WOODS . TOWN OF 17O#JTHO. kk CRAJN LINK FENCE b k FE. 2 0'N SUP O COUNTY,p 0 SWE x FILED: 08/19/1963 MAP No. 3848 LOT 34 S.C.T.M. No. 1000-78-01-25 x I LOT AREA = 22,826 S.F. ELEVATIONS PER NAV88 DATUM EXISTING LOT COVERAGE = OX MUSTING LOT CLEARING = 82 S.F. = 0.2X SURFACE WATER IS LESS THAN 300' FROM k SUBJECT PARCEL. WOODED 20 TEST BORING 1 •1 PROP."' APPLICANT: 2. EL.= 12.1 � �`}TANKS DAVID ROBERTS PROP BROWN LOAM OL I G.P. DJ CUSTOM HOMES °S m 18 Ise' ec DAVID®DJCUSTOMHOMES.COM BROWN SILT ML 0 z.1 631-905-4789 SAND SPOWN PROP: QQ DRYWM 9 N PROPOSED SANITARY SYSTEM (4 BEDROOMS) 8'0-8'D a �CO Gv �k ti IfA OWn TMT DESIGNED BY 10.7' w W 0 4 6 66.8 PORCH � � � � STUDIO AID ARCWTECrS WATER IN PALE E. � y° 'to oo BROWN FINE Q ,"�" i.5' �i SAND SP G. 24"1 —_� DRYWELL STORMWATER CALCULATIONS BY STUDIO A/B ARCHITECTS 17' "0-7'D � AREA: 3,178 S.F SF % 2"/12 (0.187)= 530 CF NEEDED WATER ENCOUNTERED 10.7' BELOW SURFACE N 1 PROPObI2I' �Z PROVIDE 8' DL9. % 13' DEEP LEACHING POOL = 550 C.F. 11/07/2023 BY McDONALD GEOSCIENCE � ~ ~ 4 BEDROOMS €" L_ 4.0a '•� EL..17.0' ROO:. 8.0" « CIO GUARANTEES DR SHOWN AND U ARE NOT UNDERGROUND 20 PORCH )� ` La EASELfEN15 NOT SHOWN AND URUIY POLE LDCATTt7H5 ARE NDT G w THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERLY UhIES EL 18.0 Qy R M, ARE FOR SPECNX PURPOSE AND IISF: THEREFORE ARE NOT INTENDED TO WIDE THE ( ) PLANTING�!. P00 PA7105 AREAS, FENCES, RETAINING WALLS POOLS;'4 TTa Ci EDDMO N OF E$ PROP. k AOD/RON 1O LA AND OTHER CONNTSSOFRECN.THE EXISTENCE Y, RIGHT �y OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN 0 ARE NOT GUARANTEED I/A OWTS 1� SECTION 7209 DF THE '�STATE ETNIL'A. FT OM SURtiE"I!`MAP SYSTEM NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR E111BOM SEAL SHALL TEST NOT BE CONSIDERED A TRUE VALID COPY. Y. HiOLE• ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS v EP c LL" V ROM HOMEOWNERS FIELD T ANC?MR INFORMATION FROM "tir1` x "`r 0It# SINCE MOST ARE NOT VISE`TTr LOTpTTGWfS AND CANNOT "" U.P. BE CERRFIED. MON N ozs ' a lz 1 T' �� 0.2'E ti . OH. WIRES " � #RE OBI" 57 U.P. N 75 09 3 112 Ep1l.s7 0.51 +CL7. 11 EDGE OF PA Ep1.3.31 +CW.70 Ep15.07 EXISTING WATER MAIN +CLII•80 EP18.50p0. +CL19.55 +CL15.22 ]R'1137 +CL18.57 RP13.18 SECCAFICO LAND SURVEYING Pi EP14.75 EDGE OF PA EP18.14 G NN ROAD U.P. 500 Montauk Highway ATY Moriches, New York 11955 (50' WM ) � f Phone: (631) 878-0120 Phone (631) 728-5330 psecca0co@optonline.net Pat C. Seccafco. PLS Pat T Seccafico. PLS DATE, 0310812024 ( SD BLDG.) NYS Llc. No. 051040 NYS Lic. No. 049287 DATE. 0310112024 (MOVED PROP. BLDG.) copyright — 2024 Seccafico Land Surveying PC DATE": 11,, 1512023 (TEST HOLE ADDED) PROJECT No. 64380 SCALE: 1" = 30' DATE: 1012412023 2023 G�N� NOBS CONSIIUCTION LIFGFNP b00P-, SCHI�bULF, WINDOW SCHFnUI,F LIF_GFNP % ON�TOP5HALLN01IFY THE ARCHITECT'pPIORTO ANY AN12ALL k, CHANGES TO THE CONSTRUCTION PRAWN65 DLJE f0 HELP CONPITION5, II �� .I DOOR # WPTH; HEIGHT'; POOR MAT'L. OPERA110N: LOCA110N/QUAN. ALL WNDOWS r0 ME ANDEMSEN 100 SERIES, SINGLE NUNG U.O.N.REF.QUOTE: I/30/24 CLIENT WQU5r5,ANP OR GENERAL CONTRACTOR MEV1510N5, I.ALL WORK PEWORMEP SHALL PE IN COMPLIANCE WITH ALL FEPERAL, STATE & LOCAL ® NEW EXTERIOR PARTITION(15f. FL.PATH) -2 X 6 WOOF 5TUP WALL W/ 1/2 NOTE: ALL ELECTRICAL WORK TO ME IN ACCORDANCE WITH THE RULE5& MUILPING COPE5 ANP ORPINANCE5. ACQ.PLYWP,EXTERIOR SHEATHING( PI_T5KIN WRAPPEP & TAPEP),W/ 1/2" FIRST FLOOR: SIMI JLATEn nIVInEn UGN15/ WHITE PRI;PAJNT, INT.JAMf35,Al2GON EILLEn GLA55. REGLA-A110N5 OF THE N.Y.C3.E.U.ANn A CERI1PICATI;FROM THE N.Y.P.R.U. WATER RE515TANT GYP,fan.ALL INTEMIO 9URFACE5(5HOWEM 1/2" CONC,MACK.MP.) 15 TO BE PRE5EN1EP TO THE OWNER AT THE COMPLEI1ON OF THE JOP. 2.PEFORE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR 51-1ALL FURNISH OWNER PROV.VWSATEX TRIM TO MATCH EXI5f'6.5UNROOM. z U-FACTOR: 03, SOLAR NEAT COEFFICENT: ,28, V151MLE L16W TRAN5: .51, CON.R1;5.:53. THE OWNER SHALL PROVIPE ALL SURFACE MOUNTED LIGHT FIXTURE5.ALL �\ /� /I N O� & PTIFI ATE INC COPIES OF A.A. REQUIRED INSURANCE ANP WORKER S c:THE CONATION 1 1 OTHER ELECTRICAL EQUIP,f0 PE 5UPPLIEP MY ELECTRICAL CONTRACTOR. �/ �/ G [, 1 S- CEMI1FICA1E5 INCLUDING NAMES OF ALL SUIMCONIRACT0R5 INVOLVEn IN THE CON5112UC110N. ® NEW INTERIOR PAB11T10N -2 X 6 WOOn STUn WALL W/ I LAYER I/2 GYP.Pn, ROUGH ROUGH 5CREWEP/fAPEP POTH 5IPE5. ANPER5EN REFER. NO. OPENING OPENING QUANTITY ALL SWTCNES ANP RECEPTACLES O ME 'LUTRON', "PEGORA" COLOR t.M,P. 3.THE CONTRACfOB5 5-IALL PE RE5PON51MLE FOR ALL PIMEN51ON5& CONPITION5 ON,HE INTERIOR TRIM -REFER TO TRIM LEGENP, P00R5 MELOW TO PE ANPER5EN 100 5ERIE5, U,O.N.REF, QUOTE: I/30/24 WI7M HEIGHT RECESD noWNUGHrS f0 PE "UGHrOLEM" OR ADP.EQ.TRIM -WHITE. A-'N G�N�I�AL N01�5 ® z g JOP.THE ARCHITECT MUST ME NOT1FIEn OF ANY VAd21A110N5 FROM THE DIMEN510N5 SHOWN. PROVInE M015TLM RE515TANT GYP.PP.(GREEN PP.) FOR ALL 51MULATEP PIVIPEP L1GHT5/ WHITE PREPAJNf, INf, JAMM5,ARGON FILLED GLA55. A REF. #5 0 4 DIV.LTS. 72 1/2" 78 1/4" 2 51N6LE HUNG z s MATHROOM WALL5 AWL?CLG5,PROVIPE CEMENT WALL MP.FOR ALL OI EF,42 O66-2 NOTE; CON1RACroR 51 TALL PROVInE nIMMER SWTCNES FOR ALL RECESS, O 4,THE CONTRACTOR SHALL SUPPLY ALL LABOR'ANP MATERIAL SNOW)ON THE nRAWNGS AREA RECEIVING T1LE, INCLUPING FLOORS. U-FACTOR: 0.3, SOLAR HEAT COEFFICENf: .28,VI5IPLE LIGHT-TRAN5: .51,CON. RE5.:53. P REF. #200 4 PTV.LTS, 72 1121, 78 1/4" 2 smr�SINGLE NUNG POWNLIGHI-5. VERIFY LOCATION5 OF ALL ELEC. PEVICE5 WITH CLIENT. V UNLESS oTHERWSE NorEn. ORE I00#300 2 nIV.LTS. �� �I AWNING�n � ��O I3AS�M�N1' PLAN � � ,� � 5.THE CONTRACTOR SHALL PE ME5PON51PLE FOR APEQUATELY PRACING & PROTECTING ALL INTERIOR PAINT-TO ME "MEN-AMIN MOORS" U.O,N., ONE COAT PRIME ROUGH+ ROUGH ©IOOA54030 48 36 I 1EMPEREP AdJDEBSEN REFER, NO. OPENING OPENING QUANTITY Z WORK PUKING CON5TRUCTION AGAJN51-PA.MAGE, PREAKAGE,COLLAP5E, PI5TORT10N & ALL 10RIM f0 5 SATIN INN(, AIHROOM PAINT TO HAVE U.0,N. PE WIDTH HEIGHT O OOSH400 PTV.L-a 36" 78" 2 5IN6LE HUG DUPLEX ELECTRICAL RECEPTACLE /� z M15ALIGNMENT ACCORPING TO ALL APPLICABLE 5fATE ANP LOCAL COPE5. ADDITIVE. 4 SIR' I. REF. #600 4 DIV.LTS. II �nr7 POUPLE PUPLEX ELECTRICAL RECEPTACLE A-1 F I p51' FLOOp PLAN O REF. #500 60 96 I MA5TER M.R. DIOOSN53066 36 78 5 SINGLE NUNG 6.1HE GEN'L,CONTRACTOR SHALL PAY FOR ALL PERMITS, FEE5, & C05T5 RELATED TO THE REF. H55 0 4 nIV.LrS. $5c PUPLEX 5EPARATE CIRCUIT RECEPTACLE Z WORK OF THI5 CONTRACT.THE GENERAL CONTRACTOR SHALL INITIATE ALL REQUIREP ® NARPWD.FUR. -SELECT REP OAK 3 1/4 W.,I5LP.FELT UNDERLAY, IN5WNG PAT10 POOR5-PRIMARY RIGHT PANEL FROM EXTERIOR-TEMPERED GLA55. (DmF. #6 046 48" 54" I SINGLE NUNG INSPECTIONS OF ALL WORK COMPLETED UNPEB THI5 CONTRACT`UNLE55 OTHERWISE NOTED. FINI5H - I COAT 5TAIN,3 COAr5 OF CLEAR 5A11N POLYURETHANE(PACIFIC PRANP), „ REF. #900 4 PTV.LTS. „ „ ��1 PL&PLEX RECEPTACLE/GROUND FAULT INTERRUPT` A-I ,1 F I1251' FL OOP bF-CK �I?AMI N6 PLAN 5UM-FLOOR- I/2" THICK PLYWOOP GLUEP ANP NAJLEP, O REF. #700 72 96 I MASTER M.R. �1005HP3060-2 72 72 4 SINGLE NUNG $ WALL 5W1-CH a 7.THE 5UM-CONTRACTOR5 5HALL AT ALL nME5 KEEP THE PREM15E5 CLEAN ANP ARE OUfSWNG PA110 n00R5-PRIMARY RIGNf PANEL FROM EX11 RIOR-TEMPERED GLA55. N MF.#1500 4 nIV.Lr5. 48" 36" 2 SINGLE NUNG a RE5PON51PLE FOR REMOVAL of ALL RLrt3MI5N CREATED MY THEIR INPIVIPIIAL TRADES U.O.N. ® EXISr'G.f0 REMAIN. FINISH -SANn LIGHTLY& FINISH WITH 3 COATS of CLEAR SATIN �� ORE�F #5Ij200 PTV,LTS. �� $3 3-N/AY WALL SWITCH 4-WAY WALL SWITCH A-2 S�CONb ��001? PLAN _t OIL MA5EP POLYURETHANE(PACIFIC PPANP) O REF. #500 60 96 I MASTER M.R. �IO0053040 36 48 1 CA5EMENf $n5 RECE55EP POOR AC11VATEP 5WTCH z - 8,ANY"EXTRAS" FOR ANY ANP ALL FIELn CONPI110N5/SUPSTANTIAJ,(:RANGES SHALL ME POCUMENTEP WITH THE C05r ESTIMATE & APPBOVEP PY OWNER ANP OR H15 AGENT`PEFORE ® CARPET TO PE 5ELECTEP ANP PURCHA5EP PY OWNER. IN5WN6 PATIO P00R5-PRIMARY RIGHT PANEL FROM EXTERIOR-TEMPEREP GLA55. PTV, T5. 36" 66" I � EMpE HUG RECE55EP POWNLIGHT(IOOW) " LIGNOLIER" OR ADP,EQ.STARTINGKO100`�I 153056 L THE AnP1T10NAL WORK. DOOR # WP1H; HEIGHT: I POOR MAr'L. oPERA110N; LOCATION/QUAN. (DIOOA530262 nIV.L 36" 30" I AWNINGTFMPER D EXTERIOR RECESSED DOWNLIGHT(IooW) " LIGNIOLIER" OR ADP.EQ. A-2,1 5�CONn FLOOp brCK Ff?AMI N6 PLAN 9.POLMLE FLOOR J015T5 ARE TO PE INSTALLED UN12 M ALL WALL PABnwN5 RUNNING FIB5T FLOOR: FRONT POOR ACT. #1: CEILING MOUNTED JUNC11ON PDX \ \ PARALLEL TO THE FRAMING.PROVIPE POLIPLE HPR,J0I5r5 AT ALL OPEN'N65.REFER TO � � CON51RLIC110NPWG5,FOR SIZES' ®EXT.-2 3'-011/ 9611/+ CLAP /GLASS LEFT/SONG FOYER S WALL MOUNTEP JUNCTION MOX A-2,1 SFCONn FLOOt2 CLG, F12AMIN6 PLAN N \ UGL FIR #2 C N r.GRAPE OR EQ. - - m @ \ 10.ALL FRAMING LUMPER TO PE DO AS O 5 2 MATCHING 51PELIGNT`S-O.A. Wn1N Am WALL MOUNTEP DUAL SPOTLIGHT \\ 11.ALL EXTERIOR'5TRAPPING TO ME ABOVE OR PENEATH EXTERIOR 5HEATHIING. "THERMATRU" FIPERGLA5/GL5. OR ADP.EQ. NEW CEILING MOUNTEP JUNCTION PDX FOR'5URFACE FAN/LIGHT A-� F kON1' t-,IGH1' �L F V � \� EXTERIOR MORTI5E.LOCK5Er. WITH nuAL SWTCH AT WALL,FIXTURE r0 ME SUPPLIED PY OWNER, / A'I'IONS \�\ 12,THE CONTRACTOR SHALL FROVIPE 5HOr PRAWN65 FOR ALL 5PECIAL WORK SUCH A5 PUT \\ NOf LIMITEP TO; MILLWORK, 5FRINKLER 5Y5TEM5 AND 5TEEL PRAWNGS WORK.ALL 5HOP O '-6" MPF RIGHT/5WING PANTRY AF NEW CEILING MOUNTED JUNCTION PDX FOR RECE55EP EXHAU5f \\\\S \\ NEED THE APPROVAL OF THE ARCHITECT PRIOR f0 PROCEEPING WITH THE WORK. UM13I N G G N b 2'-6" 7 FAN/LIGHT WITH WITH DUAL SWITCH ��I p AT WALL. "PBOAN" HEAVY PUTY UNIT A- F_A2/ LFI -r FLF_VA-nONS " SOLID INTERIOR'MPF HOOP -OR APPBOVEn EQ. L OR ADP.EQLtAL. 111 \� \ ® PROVIPE ALL NECE55ARY PLUMPING ROUGHING ANP VENTING A5 INPICATEP ON THE © PAJM 1'-8" 7'-6" MPF LEFT/BIGHT SONG PASSAGE d NEW CABLE TV RECEPTACLE (TO PE WIREP TO CENT.CONTROL IPDX) P CON51VLICTIQN PLAN5, FOLLOW ALL NECE55ARY N.Y.5. & LOCAL PLUMPING COPES SOUTH INTERIOR MPF DOOR -OR APPBOVEn EQ. FP Qc NEW STMucTUI P CABLE (TO PE WIREn TO CENT,CONTROL PDX) A'4 PUILPIN6 SF_C1'ION/ t2F-1'AILS THAT APPLY TO WORK TO PE COMM MP.PROVIPE ALL NECE55ARY PRAIN VALW5 N 0 FOR WNT IE L-IN 5 A REF.TO C 5ULATEC1,ON PLANS FOR FIXTURE T N5UI 7O PAJR 1'-8" 7' MPF LEFT/RIGHT`5WNG PANTRY 5MOKE/CARPON MONOXIDE PETECTOR: TO PE WIREP TO CENTRAL ALL WASTE LINES ARE TO ME IN W/ 501JNn ATTENUATING INSLLA1 ION.(TYP.) CONTROL PDX. A' NAILING SCNF nUL ® PROVIPE FR05T FREE HO5E PIP5. 5OLIP INTERIOR MPF POOR -OR APPPROM? EQ. FP NEW DOOMMELL PER REQUIREMENf5 PY THE NEW YORK 5fATE RE5IPENTIAL CON5TRUCTION COPE, VVE CERTIFY ® 3'-0" 7'-6" MPF RIGHT/5WING GARAGE THAT'THE PE51(5iN CPITT�RIA CALCULA ON5& 5TRUCTURAL rLAN5 COE PER MPLY WITH A-LL OF NEW YORK 5 ATE CON5TRUCT10N 05 SHOWER HEAD(FROST FREE SHOWER ROPY) 50LPI EXTERIOR 2 HOUR FIRE RATEP MPF POOR -OR APP.EQ.W/ F.P5.C. ALL ELECTRICAL/L101-IT1N6 5Y5TEM5 SHALL COMPLY WITH THE B5checkl COMPLIANCE A-6 PL UMN N6 pl SFp/ NAILING SCHF,bULF COPE PA5EP ON( AF&PA) ® 6A5 LINE FOR: PPQ, DMYEB& OVEN; 6A5 TANK LOCATION A5 NOTED CERTIFICATE(ENERGY COPE 2018 IECC)ALONG WITH ALL EXHAU5f 5Y5TEM5. G ON SITE 5URVEY, WITHIN THE INNER GRA55 AREA OF THE CIRCULAR O 3'-O" 7'-6" MPF LEFT/5WING LAUNDRY PRNEWAY, NOTIFY OWNER IN CA5E OF RELOCATION. SOLIP INTERIOR MPF POOR -OR APPBOVEP EQ. (1 / ALL SUPPLY&WASTE LI ARE r0 PE INSI M-ATEn WITH SOUND 5OLIP 2'-8" 7'-6" MPF LEFT/5WING M.PEPROOM I N SUS l��'I O N N 01�S ATTENUATING INSLLA110N.CTYP.ALL) CONTT�AC rOI': N 01'f,S OFD FLOOR PRAJN: PROV,A 3' PIA.X 5' P.CATCH PA51N(W.F.). 50LIP INTERIOR MPF POOR -OR APPROVEP EQ. I I 2'-5 1 7'-6" MPF 511IPING POOR M.PATH PROPO5EP EXTERIOR WALL5: 2"X6" WOOF 5TUP,PROV.3" THK,CLO5E19 CELL FOAM W/ AFTER'DEMOLITION, 1 THE AP121TION OF R-8 PATT IN5ULATION PY 'CERTAJNTEEP' OR APPROWP EQUAL. O NE CONTRACTOR'WLL INSIPECT 11 E EXISTING STRUC1UME & NOTIFY THE 5OLIP INTERIOR MPF POOR -OR APPROVEP EQ. -HEAVY PUTY HARDWARE & PULL. (TYPICAL ALL EXTERIOR WALL AREA5) O ARCHITECT`OF ANY FIELD CONPITION5& OR PAMAGE TO THE EXI511N6 STRUCTURE; PLUMPING FIXTUZE5: } PA MA6E TO THE EXI5TING STRUCTURE; (THIS APPLIE5 TO RENOVATION5 ONLY) OWNER TO 5ELECr 5TYLE5 OF FIXf. INCLUPING THE FOLLOWING: 12 2'-4" -7'-6" MPF RIGN1/5WNG CLOS. PROPOSEn Ar11G/ROOF: 2"XIO" R.B.PROV.7" 1 .CLOSED CELL FOAM W/ I.ORIENTA110N OF EX,FLOOR,CEILING, OR ROOF JOISTS THAT DIFFER FROM 51NK5,TOILEr5,TUP5, FAUCEf5,TUP FIXf., & SHOWER CONTROL5. I/2 " PMYWALL COVERING 5TUP5. (TYPICAL ALL ROOF AREA5) CON5TMUCTION PLANI5. < FIXTURE ALLOWANCE-TO PE PROMMP TO OWNER PA5E2 ON TYPE5 50LIP INTERIOR MPF POOR -OR APPROVEP EQ, U 2.BOTTEP OR CRACKEP EX.FLOOR, CEILING. ROOF JOI5r5,WOOP 51UP5, OR 5I BATHING. OF FIXTURE5 5ELECTEP. PR0P05EP PASEMENT CLG.: R-21 PATE IN5ULAT10N OR APPROW19 EQ.W/ I/2" 19MALL z Z A PETERMINAT10N WILL PE MADE A5 TO THEIR REPAIR'OR REPLACEMENT'.(THI5 AJPPUE5 TO ALL FIXTURE5 TO PE PURCHASEP ANP INSTALLEP PY THE PLUMPER. I3 2'-8" 7'-6" MPF 5LIPING n00R M.PAIN 1 COVERING FLOOR'JOISTS, (TYPICAL ALL AREAS) ALTERAT10N5/RENOVA11ON5 ONLY). UNLF55 OTHERWISE 5PECIFIEP PY OWNER 50LIP SOLID INTERIOR MPF DOOM -OR APPROVED EQ. -HEAVY DUN HAl?PWABE & PULL. LD NEW INTERIOR WALL5: B-2I 5OLINP PATf INSULATION OR APPROVEP EQ.W/ 1/2'' lJ1 14 16' W.X 7' H.GARAGE POOR-CLOPAY 6LA55/METAL, DRYWALL COVERING POTH 51PE5. (TYPICAL ALL AREA5) G N r�f'Vi N 01�S oM APPROVEP EQUAL. I I/2 H.P.OPENER W/ 3 REMOTE CONTROL5 PROV. MLUE5KIN VP 100 SELF APHEMEP WATER RE515rANf AIM PAWIER MEMPRANE ALL EXP05EP SURFACES. (TYPICAL ALL ABEA5) i FAMILY PETACHEn nWELLING 5ECONP FLOOR. ZONE HIM I.PLUMPING 5UPCONTRACTOR TO PE KE5PON51PLE FOR COMPLIANCE W/ALL APPLICABLE O O 15 2'-8-1 1 7'-6" MPF MIGHT`/5WING MEnROOM-2 HEATING PAY5 - 5750 COM ANP 5AFETY REQUIREMENTS. �- COINCIPENT WET-PULP TEMP, - 73 2. IF WALL PLATES OR J015f5 ARE CUT`PUKING TW IN5TALLATION OF PLUMPING FIXTURE5 501,119 INTERIOR M12F POOR -OR APPROVEP EQ. OM EQUIPMENT; PROVIDE PRACING TO THE FRAMING PER ALL APPUCAMLE COPE5 ANP SUMMER PE516N PRY-PULP TEMP. - 83 NOTIFY THE G.C.OF THE CHANGES. 16 2'-4" 7'-6" MPF LEFT/5WING CLOS. 3.PROVIPE MATERIAL5 FOR WATER SUPPLY ANP PI5TRIPUTION 5Y5TEM5 PER TABLE5; 1� G�G REFER TO&I WNPOW& POOR 5CHEr LE5 FOR PANEL LOCAT10N5, WINTER PE51GN PRY-PULP TEMP. - 6 P2904.4.1, P2904.5, & P2904.6. 5OLIP INTERIOR'MPF POOR -OM APPPROVEP EQ. -4 l 2-3'-2" X 6'-7" v MATERIALS FOR nRAJNS, WASTE, & VENTS PER TAME P3002.1 & P31113 I I/2" #8 WOOD SCREWS PVC TO PE 5CHEPLLE 40 OR PETTER, 17 _12'-&- 7'--6" MPF RIGHT/5WING PATH C REFER TO TABLE 1609.1,4) I -2 -8 X 6 -7 12 I2 16 GLAZING "U'' FACTOR - 0,45 rAWL 51M rAJFI.51m 16'-O" < PANEL 6'-0" < PANEL '- " CEILING "R'' VALUE - 0,45 SOUP INTERIOR MPF P00R -OR APPROVEn EQ. �O F. TYPS ANP OF 5CI�W5 ,��� 1�1Ld tf ON. MF. rfm ANO#or-SMVV5 w�l�n I Isla tr ON. SPAN SPAN < 8'_O" 5f'AN <<�DEL EXTERIOR WALL BVALUE 0.45 5'-6"V.I.F 7'-0" 1/2" TEMP.GL5. PERPRAWNG PATHROOM „ #65MW5a8"o.C. O #05CMVVSaa° x 2'-lo I O.C.o.C. &TF_kNA11VF_ FOP, OFNG, MOFC1'ION 1 - c 1�1MZOWA--14 VFRTIC&-10 HMZOWA.-18 wkll CAI 24 3- '-0 FLOOR R VALUE - 0,45 IB.POOR E NCL05URE "FRAME/L�E�GLA55" W/ 5 'GNt/r. L, HIN6E5 OR�ROOQU #6 5a�W5 a 8 O.C. #8 5m"a 8 O.C. 3- WOOF 5TRUCT I_M PANEL5 WITH A MINIMUM THICKN55 OF 7/I6" & MAXIMUM PANEL SPAN OF 8'-O" I' I I ��UM�3 I N G I X1'Uf�� I S1'; 0 '- '- " I101'JzoNrA -to V�rzncA -16 1�o�lzoNrA -18 W"CA,-24 SHALL PE PERMITTEP FOR OPENING PROTECTION IN ON &TWO 5TORY PUILPING5.PANELS SHALL 5OLIP INTERIOR MPF n00R -OR APPMOVEP EQ. I Ior�lzoNrA B s V�rzITCA -12 2-5'-o x 2'-9 1 O I�olzlzoNr a 8 vt IzncA -24 3-V-0 x 2'-10 1 SHALL PE PRECUT TO COVER GLAZED OPENINGS WITH ArfACNMENT HARDWARE PROVIDED. TOTAL EXTERIOR WALL SQ,Ff, - 5,548 SQ.FT. '1 i1 - ._ II '_ 11 r0r& WNPOW 50.Fr, 607 50.Ff. PATHMOOM FIXTURS: PY KOHLER(VERIFY WITH OWNER) (REFER TO SECTION 1609-1.4 APP 1609.6.5 ANP TABLE 1609.1.4) 7'-6" MPF RIGNi/5WIN6 CLOS, #8 sclWs a'O.C. #8 screws a"o.c. 1'AC3L� 1609.1 .4. N hIMZOWA.-10 V���-2O 4'-0 X 6 10 I ® HMZONfA.-16 VrIZT1c&-24 3 6 2 X 2 10 i FN 5TRAT10N AREA A - 907 48 X 100- 16.4 WWR SOIKSFAUCE OMTE WDESPREAP LATORYAUCE 290 0�2- SOLID INTERIOR MPF POOR 110R APPROVEn EQ. "A&n" zoNrA 6 e v�rznccA -12 2-T-0"x V-9" 4 WINPPORNE mOm5 PROTECTION FA5TENING 5CNEnLLE FM WOOn 5TRUCTUpZAL PANEL5 SHOWER TRIM Kif: FORTE E55ENT1AL5 PERFORMANCE PACK-K-10827-4 2 8 7 6 MPF 46 LEFT/5WING PATH TOTAL SQ.Ff.AREA - 4,946 SQ.Ft. #8 screws a a"o.c. PANEL SPAN 2'-O"< PANEL 4'-O" < PANEL 6'-O" < PANEL PROVIPE CU5TOM SHOWER PAN5 PROV,ALL NEC55ARY PLUMPING WNf5 5OLIP INTERIOR MPF POOP -OM APPROVEP W. �O n& 4'-0 x Z'-4 y FASTENER TYPE 5HOWER MOIE5 PY"KOHLER'I IiolazoNfA� -10 v�t�TCAi-22 < 2'-O" SPAN < g'-0" SPAN < jk'-O" SPAN < - -O" PROVIDE TOILET`SEATS ®a 5'-�" .F 7'-O" �2" TEMP. MP.'GLW SATRNI N NGES OR APPROOM „G„ #8 screws a"O.C. 2-�'-0"x 3' 6" 4 I I/2" #6 WD,SCREWS 16 16 12 9 > MINIMUM �QUI P M�N1' p�pF OI?MANC� GLASS SHowER DOORS MY OTHERS 1iD�IzoNrA,-20 v�xlTCA.-20 SHVW. POOR/ NC OSUME FRAM 55 A55 / EQUAL, KITCHEN FIXTURE LISP: I I/2" #8 WP.SCREWS 16 16 16 12 EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM KITCHEN SINK: UNDERTONE -K-3183 21 2'-8" 7'-6" MPF RIGHT/5WING MEDROOM-4 T71 I I FAUCET: AVATAR 5INGLE CONTROL PULLOUT'FAUCET-K6350 SOLID INTERIOR MPF DOOM -OR APPPROVED EQ. 5 �} 5 �} 7 �} 7 OIL-FIRED STEAM AND POE 10 CPR PART 430 F'EMFOBMANC�d. VERIFY FIXTURE L15T WITH OWNER PRIOR TO PURCHASE. ' ' HOT'WATER POILER5 5UMPART P,ArrENPIX N. AFUE 80% < 300,000 C311.1 N. 2 2 -8 71 "-6 MPF SLIDING POOR ----- ------- -------------- To 1 I� 501-1P INTERIOR MPF POOR -OR APPBOW12 EQ. -HEAVY PUTY HABDWABE & PULL. I\ I I I I I I I I 12'_6 I I 2�_91 I t O PAJR 2'-4" 7'-6" MPF LEFT/RIGHT 5WN6 PEPROOM-4 i �' I I I I I I I I I I I C L TS -I O 23 O AC/ H F A-'I N G N OT'F,S "UPSTATE" INT. MPF DOOR -C 1360 OR ADP,EQ. FIXEP PULL-5(TO MATCH LArCH5Ef5) 1. MECHANICAL 5UPCONTRACTOR 15 RE5PON51PLE FOR APHERING TO ALL APPLICABLE COPE5 -------- I 2'-6" �' I_ I I I / \ ----- ----- I 1 7'-4'1 > ANP 5AFETY REQUIREMENTS ACCORPING TO NEW YOM 5fATE ME5IPENT1AL COPE5, I • 2 9 I / \ I I I I / \ I i 2.HVAC 5UPCONTRACr0R f0 FULLY COORPINATE ALL 5Y5TEM PAT-A ANP REQUIREMENTS W/ x I\101\/ I N I li I\I OI\ I I\I M - QTY- I _ ----- I -- // \\ I I /// \\\ \\ // 3'-6 I' 5 O X3 10 THE EQUIPMENT SUPPLIER'. QTY-3 ------ GENERAL CONTRACTOR, OWNER ANP EEQUIPMENT SUPPLIER FOR REVIEW. _ I _ 1 I I I I I I I N & 5UPMIf If fO THE 2 -4 O X Z 6 QTY- I INTERIOR WlndwrONE CLA551C COLONIAL(OR APPROVEP MY GENERAL CONTRACTOR) 2 - 5'-O X 2 -9 I I I _ FROVIPE TWO ZONE HEATING ANP COOLING 5Y5TEM CON5151IN6 OF: _________ ____ _______ ------ -------- WATING 5PECIFICAT1ON5 ALTERNATE GA5 FIM12 #I PA5E MOLPING : WOMMOOI OTY-I QTY-4 ONE GA5 FIREP POILER: "NORITZ" CPI99 -nV 4 ZONE WALL HUNG TANKLE55 UNIT, PIPECT WINPOW 51LL: K PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. 4'-0" X 6'-10" QTY-4 QTY- 5 2 -7'-O" X 3'-6 T-V " DIRECENT OR APPPROVEP ME EQUAL.51ZE A5 QUIMEP.EXACT LOCATION IN THE UTILITY RM. W NDOW& POOR CA51NG: WOPP001 , W00500I 2 -7'-0" X 3'-9" 4'-0" X 7'-4" TO PE PETERMINEP IN THE FIELD, CROWN MOLPING: WOCMOOI -VERIFY WITH OWNER 3 MECH. 5UPCONIRACTOR TO PROVIDE ALL NECE55ARY PIPING,CIRCLLATOR5,CONTROLS, & VERIFY W/OWNER TRIM ORPEM PRIOR TO PURCHA5E. 6 -7 6 -2 > v- LOW VOLTAGE WIRING. ALL INTERIOR TRIM T-O PE PRIMEP ANP PAJNTEP WHITE UNLESS I 7 I 1 ' I I 1 R HEATING 5PECIFICAT10N5 ALTERNATE OIL FIREP #2 OTHERW5E NOTED. \----------- -------------- -------------- ------------ .-.- >r "PIA51" P-40 5 SECTION CAST IRON POILER WITH RIALLO OWNER, (51ZE'.'.A5 REQ'P.) U.O.N. EXTERIOR: I I I I I I t PROV.8" PIA. "ZERO CLEARANCE" FLUE I I I I I I >L v 12'-10" I 12'-10" 1 12'-10" I 12'-1 OI I z ONE VAUGHN 70 GAL. INPIMECT NOT`WATER NEATER, UNLE55 OTHERW5E NOTEP. `► fl ALL NECESSARY PIPING, CIMCLLATOMS, CONIP.OLS, ETC.,ANn ONE I I "� I I "� I I i -��G� �Q(o' � Q 275 GALLON FUEL TANK, UNLE55OTW WI5E NOTED, I --- --- I ----- ----- I I ----- -----2'-10'I 2,-1011 2'-10" 2'I 0" COOLING 5PECIFICA11ON5 I I I I I I tt TWO "CARRIER PERFORMANCE SERIES" IZ SEER A/C COMPRE550R5: UNLESS OTHERWISE TWO GABBIER C SIZE AS REQUIRED) AIR HANnLERS UNLESS OTHERWISE N01En, REFER - - ,d;11� } ( f i� i� ---�— NOTEn.REFER'SUGGESTEn LOCA110N5 ON DWG.A-I. I ___ _ I I ____ _ I I __ - �'I�� ��G�Nn b00� SCH�nU�� NOBS I SUGGE51En LOCATIONS ON DWG.A-I, SIZE ALL UNITS PER MFG, RECOMMENPA110N5. I I I I i I TWO NOT WATER COILS, CEILING/ FLOOR OUTLETS AS PER ENGINEERINGi SPEC. INDIVIDUAL 12'-10" I 12'-10" I 12'-10" 12'-10" qj Q212i Q" N N N N PER'SPACE RETURN5 ON 5ECONP & FIR5f FLR5. NOTE: ADP ANTI-FMEEZE TO ENTIRE 5Y5TEM, I I I ®N. PROPOSED NEW FLOOR REGI51EM5 TO PE INSTALLED.(W.F.) ® 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR ADP.EQUAL.TILE NABnWARE: PROV.SCNLAGE NVY.PLtTY LOCKSEr/ LATCNSErS(SATIN NICKEL) I I I MORMIZ W/20" TILE ON A 45' TO PE IN5TAJ LEP OVER 1/2" CEMENT & SATIN NICKEL HIN6E5 THROUGHOUT`.(U.O.N.) ALL HEATING/COOLING 5Y5TEM5 5HALL COMPLY WITH THE Rscheck COMPLIANCE POARP, U.O.N.WALL ANP FLOOR GROUT'TO HAVE WATERPROOF LO LOCK%f nM MORTI5EP PEAPPOLf e FIXEn PLLL5(TO MATCH LArCH5Ef5) �" I QTY- I QTY-I QTY-I CERTIFICATE(ENERGY COPE 2018 IECC)ALONG WITH ALL EXHAU51'5Y5TEM5. APPIT1VE MIXEP IN. 3 -6'-0" X 2'-IO" 3 -7'-0" X 2'-IO" 3 -7'-0" X 2'-IO" 3 -6'-2" X 2'-IO" .r,s. ® 6" X 6" CERAMIC TILE - I'AMERICAN GLEAN" 11LE OR APP.EQUAL.TILE LAT-CH5Et ®OVERHEAn PALL LA1-CHE5 NOTE: ROMPER W/20" TILE ON A 45' TO PE INSTALLED OVER'I/2" CEMENT NOTE: INDICATES MEABING POINT LOAD DWG. NAME: POARP, U.O.N.WALL MP FLOOR GROUP TO HAVE WATERPROOF G.C.r0 VERIFY W/ OWNER ALL 5IZE5, 5TYLE5,TYPE5, OF ALL INT. & EXT.P00R5 PRIOR r0 THI5 LOAF MU5T PE TRAN5FEREP 2 I O 24 G�N�I?AI. APPITIVE MIXEn IN. ORDERING,G.G.TO VERIFY ALL 5IZE5, 5TYLE5,TYPE5, & EGRESS COMPLIANCE OF ALL TNT., +W/ APEQUAM VERTICAL PRACING. NOTr--5 ® 10" X 10" CERAMIC 11LE - "AMrIZICAN GLEAN" TILE OR ADP, EQUAL,TILE EXT.WINPOW5, P00R5 PRIOR TO ORDERING. POWER W/20" 11LE ON A 45' TO PE IN5TALLEP OVER I/2" CEMENT NOTE: THESE DRAWINGS AT, INSTRUMENTS OF SERVICE & POARP, U.O.N.WALL ANP FLOOR'GROUT f0 HAVE WATERPROOF C71TRACtOR TO NOTIFY THE ARCHITECT AlT Tht PROPEMTY OF THE;ARCHITECT, ADDITIVE MIXEn IN. OF ANY ANP ALL REV1510N5 SUE TO FELP NO CHANGES& OR MOPIFICATION5 SHALL PE DWG. NO.. CON(eTOf�CENT,ANP OR GENERAL ALLOWED W/O WRITTEN AUMORIZAT1ON PY THE A _A 1 CONTRACTOR WHICH PIFFER FROM THE ARCHITECT.ANY REPROPUCTION IN PART OR r/,\ I\v' CONSTRUCT.PRAW ECI NG5/5PFICA1 WHOLE E 15 STRICTLY PROHIMITEP PY LAW, GFINFFAI, NOBS 1.ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES& RE6LLATION5 OF THE N.Y.P.F.U.ANP A CERTIFICATE FROM THE N.Y.P,F.U, r BLULPING COPES ANn ORDINANCES. � � � 2.BEFORE COMMENCEMENT OF WORK, THE GENERA.CONTRACTOR SI-TALL FURNISH OWNER IS TO BE PRESENTEn TO THE OWNER AT THE COMPLE110N OF THE JOB, �—I � _ TI I_ OWNER 5HALL PROVIDE ALL SUIrACE MOUNIEP LIGHT rixTURE5.ALL Z & ARCHITECt WITH COPIES OF ALL REQUIRED IN5LFq JCE ANP WORKER'5 COMPEN5ATION CERTIFICATE5 INCLUPING NAME5 OF ALL 5LIPCONTRACTOR5 INVOLVED'IN THE CON51VLACTION. OTHER ELECTRICAL EQUIP.TO BE SUPPUEP BY ELECTRICAL CONTRACTOR. } 3.THE CONTRACTOR5 5HALL M M5PON51MEE FOR ALL DIMENSIONS& CONnIT1ON5 ON THE ALL SWITCHES AND RECEPTACLES I6 0 'LU11 OR A "DEQ.VI COLOR T.B,D, JOB,THE ARCHITECT MU5T BE NOTIFIED OF ANY VARIATIONS FROM THE PIMEN51ON5 SHOWN. RECESSED POWNLIGHI S TO BE "LIGNrOLIER" OR API'.EQ.TRIM -WHITE• ® z g N NOT: CONTRACTOR 5HALL PROVIDE PIMMER 5WITC{-r,5 FOR ALL WCE55. 4.THE CONTRACTOR SHALL SUPPLY ALL LABOR ANn MATERIAL SNOWI`l ON THE DRAWINGS DOWNLUW5, VERIFY LOCATIONS or Al ELEC.DEVICES WITH CLIENT, e UNLF-55 OTHERWI5E NOMP, 5.THE CONTRACTOR 5HALL BE RESPONSIBLE FOR AMOUATELY BRACING & PROTECTING ALL SAC• 1AI DUPEX ELECRICA RCEPTACE WORK PUKNG GON5TRUCTION AGAN5T PAMAGE, PMAKAGE,COLAPSE, P15TOR0N & _ u � MISALIGNMENT ACCORDING TO ALL APPLICABLE STATE ANP LOCAL COPE5. Z DOUBLE DUPLEX ELECTRICAL RECEPTACLE Z 6.THE CAW[-CONTRACTOR 5HALL PAY FOR ALL PNWIT5, FEE5, & GO5T5 RELATED TO lit WORK of THIS CONTRACT,THE GENERAL CONTRACTOR SHALL INITIATE,ALL REQu1REn 9'-3 1/ 2'' 9'-3 1/ 2'' 9' -3 I/ 2" 9' -3 I/ 2" 9'-3 1/ 2" 9'-3 1/ 211 Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE 3Z IN5PECT10N5 OF ALL WORK COMPLETED UNPER THI5 CONTRACT UNLE55 OTHERWISE NOMP, GFI DUPLEX RECEPTACLE/GROUND FALLT INTERRUPT r-a,, X 1'•-8" X I,-o" P. P.CONc, rTG. $ WALL 5WITCH Z N 7.THE5UI3-CON112ACTORSSNALLATALLTIMES KEEP THEPREMISESCLEAN ANP AF - -'- - - - - - - - -' - - - -'- - - - - - - - - - - - - - - - -'- - -'-'-'- - - - -'- - - - - -'-'- -' VrN - - -'- - -'- - - - - - -'- - - - - -'- - - - -'- -'- - - -'- - - - 10" DIA. P. CONC. SONOTLp3EOVERtOI" $3 3-WAY WALL5w-rcH 4-WAY WALL5WITCH W e�i � RESPONSIBLE FOR REMOVAL OF ALL PLOP15H CREATEP BY THEIR INPUIPUAL TRAPE5 U.O.N. r - T - - - - - - - - - ABOVE GRAPE.(TYP.ALL 12 EXTERIOR. F r6.' I,• :, I. ;I I I: ;I I•Ir'`�,I I. ;I I `, ;1 I;F. $ns W_CE55En POOR ACTIVATEP5WITCH � 8.ANY"EXTRAS" FOR ANY ANP ALL FIEW CONPITION5/5LL35TANTIA-CHANGE �S SHALL BE I'. �:;�' I I'. ' I I' ',�' I I'. ;�' I I' �'•�' I I'- ;�'< POCUMENTEP WITH THE CO5T ESTIMATE & APPROVED 13Y OWNER ANP OR HI5 AGENT BEFOR; L._._'J L_._'.J L -'J L_•_'J L =':J L-•-':J L-•_':J RECESSED DoWNLIGHT(IOOw) LIGHTOLIER OR ADP.EQ, U 5tART1NG THE ADDITIONAL WORK. I 31 ' -9l i EXTERIOR RECE55E0 POMI-IGHT C 100w) " UGHTOLIER" OR ADP.EQ. 9,DOUBLE FLOOR J015T5 ARE To BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING.PROVIDE POUBLE NPR.J015T5 AT ALL OPEMNG5, REFER TO 8 _QII I I 5 -81 I � CEIUNG MOUNTED JUNC110N BOX \\\\\�\\\\� �\ 2-4 I WALL MOUNTED JUNCTION BOX � i I I � I I I '- I I �,f3 CONSTRUC11oN IWG'S.FOR slzEs, � 20 -3 V 1 r 5 -9 V.I,�, �\\\� 10.ALL FRAMING LUMBER To M DOUGLA5 FIR #2 CON5T.GRAPE OR EQ. I - _ 10�_01 1 � WALL MOUNTED DUAL SPOTLIGHT I, Il, I mo- 11.ALL EXTERIOR STRAPPING To BE ABOVE OR BENEATH EXTERIOR SHEATHING. I I L WITH DUAL SW17°H AWALI.(FIXTURE ORE SUPPL�P B OWNER \� \ \ 12.THE CONTRACTOR SHALL PROVIDE SHOP IRAWIN65 FOR ALL SPECIAL WORK 5UCH A5 BUi' NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST \ NOT UMITEP TO: MILLWORK, SPRINKLER 5Y5TEM5 ANP 5TEEL WORK.ALL SHOP DRAWINGS r------, - - - - T '� - - -� --' -•�'� -'�, k r T �` I -.� ,_'._' f1r — — — i I _qF ir�a ii NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH 11 IE WORK. I I ,_ I I - o - _ .' n, _ - .. 2 -O' FAN/LIGHT WITH DUAL SWITCH AT WALL. ROAN HEAVY DUTY UNIT C \ \ IgooI ? I I/ f_•" II c E 1011, � E 5' I V•I.�. i� I - - - - - - - -- - U,G.GA5 z- ---• - -- n: - -- r T f-. RECEPTACLE C TO PE WIRED tO CENT.CONTROL [30X) I TANK U5F. I T _ _ _ _ - NEW 5TRUCTUREP CABLE C TO BE WIRED O EN O OL -'- 5C--- 1 -i li, ..i In�rn w I TOHous�. �------- ----------- � h•• 4�. T c r,c NTR Box) 5'-lol l 0 5MOKV/CARBON MONOXIDE PETECT'OR; TO BE WIMP T RAL O CENT Noff, I I % V.I.r. CONTROL PDX, L—————-i is i \ ... • y e1 e PROV. F.C. 5/8" GYP. BP. OVER NEW -- -- _ _ , NEW DOORBELL PER REQUIREMENT5 PY THE NEW YORK STATE M5IDENTIAL CONSTRUCTION COPE,wE CERTIFY FURNACE ROOM CEILING AND WALLS. S J - x� THAT THE DESIGN CRITERIA Is DONE PER PRESCRIPTIVE DESIGN.ALL OF THE LOAD I I I I I I I I I I I I I I � . _ _ _ _. _. _ _ CALCULATIONS& STRUCTURAL PLANS COMPLY WITH ALL Or NEW YORI:STATE CONSTRUCTION N011;: ALL OUTLETS IN GARAGE AREA TO RE ON A S.C. CODE BA5ED ON( AF&PA) IIIIIII : I --- I , ,-- � -� -" -' --� 49 �: IIIIIIIIIIIIII 20' —611 AL !.. IIIIIiI ........ PROV.REAM POCKET C SIZE A5 REOUIREn) & ALLOW SUFFICENt SPACE FOR METAL SHIMS. PROV.WATCHDOG WATER PROOFING ALONG ------------------ _ -- i (TYPICAL ALL FOUNPATION AREA5), \ PERIMETER OF FOUNPATION WALL BELOW PROV.PBL. 2" X 6" ACQ, SILL PLATE WITH \ \ FIN.GRAPE, INCL,PARGEP JOINT BETV F-N � ' - II `• ERMIE SHIELD FI3ROU5 INSLLA110N.r---� r-FOUNPATION WAL AND FOOTING, - - - - - - - - - - I 41- - - - _ � = - - -I ' I - - - - - - - - - C' - - - - - - - - - r.l.. 1 - - - - - - - - - I` .. .; I- - - - - - - -' ! _ - - - (TYPICALALLAREA5) Ril PROV. 5 8" PIA.X 10" L. STL.BOLTS TNRU CHIMNEY CONSTRUCTION: PROV,2" )(all I \ R PROV, 2 X 8 FRAMING a 12 O.C.,CONT, I. L -=� I L'--�� L-°�''�•L L_�-'J �'- -� L<_� �'� O } i IBC,SILL PLATE EMBEDDED INTO GONG. c W/I LAYER 3/4" 1/2 5CM 51�ATNING ---- -� I NO MORE 1NAN 3' O.C. & 6" -12" FROM W/ ADP'L,LAYER I/2" SCREWED CEMENT I ---_ --- ---- I j ALL PLATE INTERSECTION5.PROV.3" z z PP.ENTIRE WOOF CHIMNEY BUILT ON TOP . ` a' o c.N. _-- _ OF 12' H.CONCRETE BLOCK LOWER WALL \ �I I- / r.. SQUARE WASHERS ALL BOLTS.(TYP.ALL). OVER I'-4" W.X I' P.P.CONC.r00T1NG, �i I 1 .- - -- - -- -- .._ THROUGONC OVER TAMP n G.W.M. \ W/ 1/2 LAYM Cr::MENT BD,PROV.TERMITE " I- - - - - - VEL BASE. - rROV.WATE�R SHIELD UN E BT M. 2 X 8 PLATE, , i, I - O e -- _ _ .- _ _ _ _ __ _ _ -_ _ _- _-_..- _ _ - 3_ _ -- _ -- - -_ - - - - - - - - - ; I (TYP. ENTIRE BASEMENT AREA). PROV. 2 - 10" PIA, "ZERO" CLEAR 5/5 _ i _ I `\ _- � ;1 PROV. CONT. 2" THK. RI2A GRAD FLUE5(V,I.r,FLUE DIA.) W/CUSTOM 5TONE �` _ j CAP & 2 CUSTOM CERAMIC CAPS.EXTERIOR rr II gym/ r CHIMNEY TO BE COVERED IN GLILTURCP I �/--`\\__--`" I _ -�-�j ,V � � I I � I��/ r=-�'' � I i .� PANEL 6 C3ELOW FIN. GRAPE(TYP�AL�. > / 5TONE (COL—OR T`012). F1­A5H ALL ROOF/ I I �Y" I 1U II 1 _Q WALL PENETRATIONS.(TYP.BOTH F.P.) 6 2' X 2' X P-O" P. P.CONC. FOOTING n z (TYP.ALL 8 INTERIOR FOOTINC5) _ I I I I I • r PROV. 5I 2" 50. 5TRX-r. 5TL. I 7;1 T 7,COL, I. - ROLL TO FTC. & GIRPR/BEAMS ABOVE _ - - - + IC TYPICAL 9 LOCA110N5) rr1;=:�_ _-'a':_ -_•-�--....:•-_-.-.-� _,iT-1 -._ -_ _? o• -- - GL'_-_r_, 21. •-.•f Q S� fj 1 ..,.- J 1 I, LINE OF WALL ABOVE. � I I -L r I•• I �,' I PROV. 2-1 3/4" X 11 7/8" GP MICRO-LAM j ?• _� _-- -- j_I,, %,_---,,_- _ LVL W/(CONT.), IN REAM POCKET513011-I �I' Tip/--`\\_- '� I" I I �/--_\\ - -- - �__ - - -- -- -,! - •� - \\v/1 ENP5.C TYP.ALL BASEMENT 6IRPER5 ABOVE) -- -- -- - - -- - 1 I � h V a o c.H. _- •I' 5.- - - - - _ - - -'- i.' I = = = = _ _ _ = I ._._._._._._.=.=.-i '.. . �'='== = = = = - a - - - - - - - - - - - 1 i GAI2AG� SI,A13AI30V� 23'—OII L- :� L=--� I u, L , _yam I �. r^ 'IT i 14 R. PROV,4' P.C(W.F.) CON(.WINDOW WELL _----------_ > TOP Or 8" TNK.P.CON(,WELL TO BE 3" t: ABOVE GRAPE.PROV.DRAINAGE GRAVEL TO ..... 3' BELOW Ror-roM or 3' D.cow,FOoT'G. PROV.rL-u5H ALUMINUM REMOVEAmr_GRATE ! - - T, roof CONT. I"W. BL 0" 12,NE CAP.CONi• ' • �. ,___ �- I,L �,� - - - - � �rOOr'G.: I'-6" W.X I'-O" P,36 B.F,GR. I (TYP.3 PA5EMENT WINDOW LOCAT1ON5) -QII '.,, -I .{ { 7� P.► h�u.e tan ►��s ' — —W— — 20'-I O" 6' -O" 13'-o I' S" P. CONCRETE SLAB W/ W.W.M. W/ CONT. HAUNCH 51-AP FTC. (OVER TAMPED SAC.I I AI I I GRAVEL RASE (TYP. RASE.AMA). L -I- - - --- --- ----- - --- --- - ---- - - - - -'- - - - - - - HAUNCH51-AP: 2' W. X1'-6" D. W/51LL. > >L k- 6'_QII 6 16' 21 '-QII 22 _QII ,��,�,� KNo��C,S� [3A5F, Ml� Nf PLAN ALL FOO1nN65 TO BE PLACE5 ON VIRGIN 0 UNPI51UR13EP 501L,(TYP.ALL FOOTINGS.) qTF 2121 dF R3E lV N 5CALE: / QI I o I 1_Q1 1 NOTE: C�I I ICIi �I�� —f INPICATE5 BEARING POINT LOAF PWG' NAME' W/ ADEQUATE VERTI BRACING. 2' �'2� PA5F_MF,Nf PLAN NOTE: TW5E PRAWING5 ARE IN5TRUMENt5 OF SERVICE & ZOITTTZACTOR TO NOTIFY TW ARCHITECT ARE THE PROPERTY OF THE ARCHITECT. OF ANY ANP ALL WV1510N5 PL1E t0 FIELD NO CHANGE5& OR MOPIFICATION5 SHALL M PWG, NO.: C N1',ANP OR GENERAL ALLOWEP W/o WRITTEN AUTHORIZATION PY THE CONTRACTOR WHICH DIFFER FROM THE ARCH1'EC1'.ANY mrrot UC11oN IN PART OR CON5RRUCT.PRAWINGS/51`ECIFICATION5. j WHOLE 15 5TRICTLY PROHI131TE5 PY LAW. A-0 i I.ALL WORK PERFORMEP SHALL BE IN COMPLIANCE WITH A.A. FEPMRAL, STATE & LOCAL NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE WLLES& � BUILDING CORMS ANP ORDINANCES. RMGULATION5 OF THE N.Y.B.F.U.ANP A CERTIFICATE FROM THE N,Y.B.F.U. 2.BEFORE COMMENCEMENT OF WORK,THE GENERAL CONTRACTOR SNALI. FURNISH OWNER IS TO BM pRMSMNTMP r0 THE OWNER AT TIME COMPLETION OF TM JOB, M� &ARCHITECT WITH COPIE5 OF ALL REQUIREP IN5UP.ANCE ANP WORKMR'5 COMPMN5ATION 1HE OWNER SHALL PROVIDE ALL SURFACE MOUNTS UGN1 FIXTURES.ALL z CERTIFICATE5 INCLUPING NAME5 OF ALL 5UBCONTWACTOR5 INVOLVED IN• I-r CON5TRUCTION. 011 I�tZ�L�GTfzICAL EQUIP.t013� SUf'f'Ll�p 13Y ELECTRICAL CONTI2AGT012. X 3.TI CONIIZACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS& CONDITIONS ON 1NE ALL 5WITCHE5 ANP RECEPTACLM5 TO BE 'LUTRON', "PECORA" COLOR T.B.D. JOB,THE ARCHITECT MUST BM NOTiFIEP OF ANY VARIATIONS FROM 1HE DINIMN510N5 SHOWN. 40 RECESSED POWNLIGHi 5 r0 BM "UGNTOLIEW" OR ADP.EQ.TRIM -WHITE. ® Z g NOTE: CONTRACTOR 5HALL PROVIDE DIMMER 5WITCNE5 FOR ALL RECE55. z 7i, 4.11 IF CONTIZACT012 SHALL SUf'f'LY ALL LA13012 ANP MATE121AL SHOWN ON TNT 1212AWING5 POWNLIGNt5. VERIFY LOCATION5 OF ALL MSC, PEVIa5 WITH CLIENT, p� � � UNLE55 OTHMRWI5M NOTEP. 5,THM CONTRACTOR 5NALL BE RE5PON51PLE FOR ADEQUATELY BRACING & PROTECTING ALL O v WORK PURING CON5TRUCTION A6AIN5r PAMAGE, BREAKAGE, COLLAP5E, D15TORTION & 4) PUPLEX ELECTRICAL RECMPrAcLE Z M15ALI6NMENf ACCORDING TO ALL APPLICABLE 5TATE ANP LOCAL CORMS. I)PP DOUBLE DUPLEX MLMCTRICAL RMCMPTACLM 6.THE GEN L.CONTRACTOR 5HALL PAY FOR ALL PMWMIf5, FEE5, & C05t5 RELATEP TO THE 5F-C. AI Esc DU'LMX SEPARATE CIRCUIT RMCMPrACLM WOW OF 1HI5 CONTRACT.THE,GENERAL CONTRACTOR 5HALL INITIATE ALL RMQUIREp INSPECTIONS OF ALL WORK COMPLETED UNPMR THIS CONTRACT UNLESS OTHERWISE NOTMP. DUPLEX RMCMPTACLM/GROUND FAULT INTERRUPT ` Q $ WALL SWITCH 7,THM R 5U3-CONTRACTO5 SHALL AT ALL 11ME5 KEEP TIC PREM15E5 CLEAN ANp Mt ] Z RM5PON51PLE FOR REMOVAL OF ALL RUBBI5H CRMATEP BY THEIR INPIVIP114,TRApM5 U.O.N. $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH RECESSED POOR ACTIVATED SWITCH 8.ANY"EXTRA5" FOR ANY ANP ALL FIELP CONPITION5/505rAN11AL CHANGM5 5HALL BE U 03 03 DOCUMENTED WITH THE C05T E511MATM & APPROVEP BY OWNER ANP OR 1­1I5 AGENT BMFORE I RECE55EP POWNLIGHf C I(DOW) " LIGHTOLIER" OR ADP.EQ, V N t�l 5rAR11N6 THE ADPITIONAL WORK. _ - EXIMRIOR RMCM55MP POWNLIGHI'(IOOW) " LIGNrOLIER" OR ADP.MQ. 9.DOUBLE FLOOR JO15f5 ARE TO BM IN5rALLEP UNDM ALL WALL PARTITIONS RUNNING Vd.r __ ________ �� CEILING MOUNTED JUNCTION PDX ��\���� ��\PARALLEL TO TW FRAMING.PROVIDE DOUBLE NPR.J015f5 AT ALL OPMNING5, REFER TO 81 _01 1 _------_ _------_ _------ _------_ CONSTRUC110N PWG 5.FOR SIZES. w---- w-- ---- -- w- -- w l 0,_O 11 WALL MOUNTED JUNc11oN BOX \\ 10,ALL FRAMING LUMBMW TO BM DOUGLA5 FIR #2 CON5f.GRADE OR Ea. - \�\ �/,I WALL MOUNTED DUAL SPOTLIGHT RMNI 11.ALL EXTMIOR 5TWPPIN6 TO BE ABOVE OR BMNEATH EXTERIOR 5HMATHIN6. 1 - NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/UGNf \ 12.THE AL CONTRACTOW SHALL PROVIDE SHOP DRAWINGS FOR ALLPE SPECIAL WORK SUCH AS PUT M WITH DUAL SWITCH AT WALL.FIXTURE r0 BM SUPPLIED BY OWNER. f NEW NOT LIMITED TO: MILLWORK, SPRINKLER 5Y5TEM5 ANP 5TEEL WORK.ALL -5HOP PRAWIN65 ' - " � FAN/ FILIN WITH DUAL SWITCH JUNCTION WAX FOR ECE I-,12 nU1Y-r NEED THE APPROVAL OF TNM ARCHITECT PRIG TO PROCEEPING WITH THE WORK. I sc _ OR ADP.EQUAL. \��\\�\\\ QC NEW CABLE TV RECEPTACLE (TO BM WIMP TO CENT.CONTROL BOX) I \ \ a NEW 5TRUCTUREP CABLE C To BE WIRED ro CENT.CONTROL Box) 5r ® SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL N01� I _-------// I �• - '/ r 5n CONTROL BOX. M wM CERTIFY ���-------------\ ®5 , M. IM t2rlOOM � NEW DOORBELL PER RMQUIREMENf5 I3Y TI-� NEW YOM 5fATM W-51 MNTlAL CON5TRUCTION COD , / \ � _ 1 THAT THE PM5I0N CRITERIA I5 PONE MR PRE5CRIPTIVE PM516N.ALL OF THE`LOAD / \ I �-_---_-- \ I G�1 NOTE: ALL OUTLMr5 IN GARAGE AREA TO BM ON A 5.C. cALCULATION5& 5TRUCTUWAL PLAN5 COMPLY WITH ALL OF NEW YORK 5TATE CON5TRUCTION COPE PA5Ep ON C AF&PA) i ---4JP/r GI2F-AT f?M, \ `---- i �� L 21 '_O11 p I / II / � ------------ II z Z -----------�--- GPI / -----_ � � � // 1 I 1 In � 1 II P.C. 1 1 111�=3 \ I � 3 n I \. 3 — I \�� sc sc r 12 0105. F 00 El j _4 R O � / 5'-6"x 13'-0 1 I 1 \ \ a , a , I 4 6'-0, 10 KI1'CNF—N I I 1 n. W. I 7' _011 Z 1 1 I \ r 1 III Q) ----�j- --/- -I --' . F' s F \ \ \1 ANTR 3-N \ I I I 3"All 1 ------ ------ I • / ;;a;; I Fire separation / „C�� a. MNCH/I-OGKMR5 cL, / • , j I n required as per 1\ '� NYS Code -- ---------_- 23 -011 - 1 i 17 R. 17 R. I I II 1 4 / \I 22,-0"X 24,-01,L Q I I I\ W I ------ --__�__,,---- II \ o0 51U12Y/ 12ININ61'rm. \ 131-101, x19'-10" MAXIMUM GP-,,055 F1,00P ApFA; n> --- THF_5� AMA5 �XCLUnF_ 13A5F_MF_N w1', p01?CN�S,/ n�CKS OI? A1'11CJ w — A Jr3 -- 14 _---- �3 FIf25r RLOOp AMA: 2,552 5,1%, � N I F-Q, ® ® �_-, -------------- `` - --' SF-CONn ft.00p AMA: 1,080 5.F, I I '_211 1 ' _211 - 1 1'0r& FLOOp AMA: 3,632 5.F, I 3 � S�C.11A11 �Q, 16 O �Q ''OPAL &1_0WAMLF_ RL0012 AMA: 3,632,6 5,F, I > > ; >L 20' -10'1 �Q, W.F. I 1 21 ' -p11 22' _ol1 �� S.1K P:°or�a G',ys LU D, Fl [?5f K, 00P, PLAN �.�. O212 A op NE SCALE: P"[ M ?�NCE� N01'F'5: NOBS; pF'FF'r'MCF' N01'F'5 NO1�' � 1/ 411 P -011 INDICATES BEARING POINT LOAD 0�� 1 Cli 51�� DWG' NAME: PROV,ALLOWANCE FOR 3 CU5TOM BUILT-IN WALL UNIT5 TO CLG, CL05Ef INTERIOR TO CON515T OF 5 FIXED 5HELVE5 ON IZ16W PROV.PULL-DOWN ATTIC ACCE55 5TAIR, "BM55LER" OR APP.EQ. PROVIDE NEW CU5fOM 5fAIR: FLOOR TO FLOOR Hf. - 10'-0"+/-V.I.F. TH15 LOAF MU5T BM TRAN5FEWMP 2 1 O 24 VENEER TO BM 5rAINEp WALNUT OR APR.EQ.ON ALL EXP05MP 5IPE C I/2 CL05ET WIPTH).LEFT 51PM TO CON515f OF CONE.FIXED PROV.POL.CHROME O.H, EXHAU5f FAN TO BE 12WS12 OUT51DE 5rA P PM5CRIPTION: CLEAR REP OAK TMAP5- 11" -t-/-,CLR.PINE W/ ADEQUATE VERTICAL BWACING, H1251' FL00r, 5U0FACE5 BOTH INTERIOR/EXTERIOR. INTERIOR 110 BE PE5I6NE12 COAT ROP & FIXED SHELF. UNIf5 TO BE MAPS OF CLEAR.PINE APJ.EXf.WALL,ALLOW 02,800.00 FOR UNIT ANP PUCTING. R15ER5,FOI;MED OAK RAILING ANP TURNED OAK 5MNPLE5, RAILING FLAN PER CLIENV 5 REQUIREMENT W/ INTERIOR LIGHTING. PAINTEP W/ 3 COATS OF BMN, MOORE 5EMI-6LO55 PAINT. PROVIDE 10" PIA.EXHAUST VENT-(GALVANIZED & SCREENED) COWNUE5 ACR055 BALCONY ABOVE. CLOSET INTERIOR TO CON515r OF CONT.FIXED COAT ROP & 51-I. TO EXTERIOR WALL 5OFFIT ARMA, PROV,10" PIA.5QUARM FIBMRGLA5 51RUCT.COLUMN.APD TRIM PER EXTERIOR NOTE: THE5E PRAWIN65 ARM IN5TRUMENT5 OF 5E RWICE & UNIT5 fO BE MAPM OF CLEAR PINE PAINTEP W/ S COAT5 OF BEN. ® PROV.CUSTOM 1/2" THK,TEMPEREP FIZAMF-LF55 SHOWER POOR/6LA55. COLUMN5.PAINT 3 COAT5 BMNJAMIN MOORE PAINT.C 5 INTERIOR COLUMN5). OF ANY T L MV1FY THE ARCHITECT ARE THE PROPERTY OF 191F AA11ON5 f. OF ANY ANP ALL REVISIONS DUM TO FIELD NO CHANGES& OR MODIFICATIONS SHALL C3E DWG. NO.: MOORE 5EMI-GL055 PAINT, VERIFY LENGTH IN TNM FIELD X 7' H. CONP11 TO1g5,_C MNf,ANP OR GENEWAL ALLOWED W/O WRITTEN A nORIZATION PY THE PIMMN510N5: I'-6" H.X P-4" P.V.I.F. CONTRACTOR WHICH PIFFM FROM TNM ARCHITECT.ANY RMPR019XTION IN PARE CRZ CON51RUCT.PRAWING PM 5/5CIFICATION5, WHOLE 15 5TRICTLY PROHIPITEP A_ I f3Y LAW. I II I.ALL WORK PERFORMER SHALL BE IN COMPLIANCE WITH ALL FEWNM, STATE & LOCAL % U BUILRING CORES ANR OWINANCES. 2.BEFORE COMMENCEMENT OF WORK,TIC GENERAL CONTRACTOR SHALL FURNISH OWNER &ARCHITECT WITH COPIES OF ALL REQUIRER INSURANCE ANR WORKER'S COMPENSATION CERI1FICATE5 INCLURING NAMES OF ALL 5LOCONTRACT0125 INVOLVER IN THE CON5TPW11ON. 3,1HE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL RIMEN51ON'5& CONDIT1ON5 ON 11.1E IOB,THE ARCHITECT MUST BE NOI1FIEV OF ANY VARIAT10N5 FROM 1M RIMENSIONS SHOWN. ® z g 4.THE CONTRACTOR SHALL SUPPLY ALL LABOR ANR MATERIAL 9VWN ON THE RRAWWGS (3 -ems UNLE55 OTWWW15EE NOTER. V S 5.THE CONTRACTOR SHALL BE M5rON51ME FOR AREQUATELY BRACING & PROTECTING ALL v WORK DURING CONSTRUCTION AGAJNST RAMAGE, BREAKAGE,COLLN'SE, V%ORTION & Z M15ALIGNMENr ACCORRING TO ALL APPLICABLE STATE AND LOCAL CORES, 7 6.THE GEN'L,CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & CO5T5 MLATF-12 TO THE c C t:At WORK OF TH15 CONTRACT.THE GENERAL CONTRACTOR 51 IALL INITIA1�ALL REQUIIZEI2 INSPECTIONS OF ALL WORK COMPLETER UNRER THIS CONTRACT UNLESS OTHERWISE NOTW, U 1 7- 7.THE 5UB-CONTRACTOR5 SHALL AT ALL 11ME5 KEEP THE rMM15E5 CLEAN ANR AI?E PROV. 5 1/2" X 5 1/2" ACQ, PO5r5 OVER RE5PON51BLE FOR REMOVAL OF ALL RUBBISH CREASI?BY THEIR INRIVIRUAL TRA12E5 U.O.N. _ _ _ _ GONG. 10" RIA. FTC, I" ABOVE FIN,6RA12E, U I I I I If- I - I Ro. ABOVE A 2' X 2' P,CONC.FTC,C TYP,ALL) 8.ANY"EXTRAS" FOR ANY ANR ALL FIELR GONRIT1ON5/5LM35rAN11AL CHANGES SHALL BE I I I I I I I I PROV,BOLTER PAIR F.J.i3om 5IRE5 POST, ROCUMENTER WITH TI-t COST ESTIMATE &APPROVER BY OWNER ANR OR H15 AGENT BEFORE L J J J J J J J W/ TECO'S rO CONT,FLASHER ACQ,HEAMP. U STARTING THE A1212I1ONAL WORK', n n n TYPICAL ALL FIRST FLOOR RECK Al2EA5> 9, ROUBLE FLOOR J015T5 ARE r0 BE INSTALLER UNDER ALL WALL PAkn ION5 RUNNING \\ PARALLEL TO THE FRAMING.PROVIDE ROUBLE HDR,J015r5 AT ALL OMNINGS, REFER TO -� CONSTRUCTION RWG'S.FOR SIZES, 111PNE 10.ALL FRAMING LUMBER rO BE ROLMAS FIR #2 CONSr.GRAVE OR EQ. X O X O �_ � � _� xx I N� 0u Qu o0u 11.ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXTERIOR 5KWHING. u I I �i X O X O x NOT LIMITER TO. MILLWORK, SPRINKLER SYSTEMS ANR STEEL WORK:.ALL SHOP RRAW1NG5 ')-AT-1-I 12,THE CONTRACTOR SHALL PROVIRE SHOP RRAWINGS FOR ALL 5PE`.CIAL WORM.SUCH A5 PLIf lill-14-- - 4414 -- -- -- -- -- - NEER THE APPROVAL OF THE ARCHISCr PRIOR rO PROCM12ING WITH THE WORK, N \\\�\ PROV. 9-IEAk WALL HOLR-ROWNSFROM - -- -- - -- -- -- -- -- r --�-='-��. - -- -- -- -- -- -- - - -- -- -- - -- -- -- -- -- -- \�\ 1'I-IESE Loc.To coRNER. IZEF,rYP.REr. R-I1. \���\\ RWG,A-6 (TYP.ALL EXTERIOR CORNERS). I — N O PROV. 2-1 3/4" X 9 1/2" GP MICRO- I I I - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- PROV.SHEAR WALL HOLR-ROWNS FROM LAM LVI UNRER FII:E3PLA,CES C TYPJ I I THESE IOC,TO CORNER,REF,TYP. VET, D-II, I I I RWG,A-6 (TYP,ALL EXTERIOR CORNERS), PER REQUIREMENr5 BY THE NEW YOM 51'ATE W51REN11AL CONSTRUCTION CORE, WE CERTIFY I I I THAT THE RE51GN CRITERIA 15 RONE PER PRESCRIPTIVE RESIGN.ALL OF TW LOAl2 CALCI CATIONS& 5T1?UC1UI'.AL PLANS COMPLY WITH ALL OF NEW YCJRK STATE CONSTRUCTION I I 0 0 0 06 I ^ CORE BASER ON< AF&PA 0 v 0 I I � � I � I I I I I I I I I I I I I — ( I — I I (TYPICAL) O O I FIRST FLOOR WALL ABOVE C TYPICAL) -0 G n n n I I PROV, 2-1 3/4" X 9 1/2" GP MICRO- I LAM LVL UNRER PARTITIONS C 1YP.> - z o0 0� 06 ilo� o� o� I xO XO x0 x0 %O PROV. 2-I 3/4" X 11 7/8" GP MICRO-LAM LVL W/ I-S 8" X 11" STL.PL.CCOW.) I I I I FLUSH GIRDER RE511NG IN BEAM POCKETS BOTH ENDS. C TYP,ALL BASEMENT GIWF-RS, I I I 1 FIRST FLOOR WALL ABOVE(TYPICAL) -- -- -- -- - -- -- -- -- -- - L------------- O PROV. 2-1 3/4" X 11 7/8" GP MICRO- I I __ __ , __ , _ , i RL LAM LVL UNRER PARTITIONS& POINT LOADS, I (TYPICAL ALL FLOM AREASJ I I I I I I I I I __ I I I I I I I I -----------� SL \S� I I n n l n n n I I I V\ I I %O x0 x0 x0 x0 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 Ipp• I I I q^ I I I r-- -- -- -- -- — .L I I fl I — I i0p I I > L-------------------------------------------� I L'-_--- --------- ------------- _ -1 NlV r -I J L_-J -------------- I I I I I L---------------------------------------------� I > lu v EL.fj P-,5f F L O OP PF, CK P-,AM I N 6 P L AN 1NI5 f7K'AWING IS COI? t2�r�1?�NC� ONLY ANb 15 NOf INTF-Nt2F-b -rO 131; 5C&F-P. 1� 0,0121 T�. OF NEW N `"—• — — — N N SCALE: NOTE: INMCATES BEARING POINT LOAR OI I RWG. NAME: TH15 LOAR MUST BE TRANSFERER 2 1 O 24 W/ Al2EQUAS VERI1CAL BRACING. �IpSr �I�, rTAMING FL-AN NOTE: THESE RRAWINGS ARE IN5IRUMEN15 OF SERVICE & �TTZACTOR TO NO11FY THE ARCHITECT AP.E THE PROPERTY OF THE ARCHITECT. OF ANY ANR ALL REVISIONS RUE TO FIELR NO CHANGES& OR MODIFIC.AT10N5 SHALL BE 12WG. NO.: COUNT,AND OR GENERAL ALLOWED W/O WRITTEN AUTHORIZATION BY THE CONTRACTOR WHICH RIFMR FROM THE ARCHITECT,ANY REPRODUCTION IN PART OR CONSTRUCT.DRAWINGS/5PECIFICAnON5, WHOLE 15 STRICTLY PROHIBITED BY LAW, I I I I.ALL WOW PEWOMMED SHALL BE IN COMPLIANCE WITH ALL FEDEWAL, STATE & LOCAL NC IM: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE MLEE5 BUILDING CODE5 AND OWDINANCE5, RE6ULATION5 OF THE N.Y.B,F,U.AND A CERTIFICATE FROM TIME N.Y,B,F,U, 1� I5 TO BE FM5ENTED TO TIME OWNEM AT THE COMPLETION OF THE JOB, g 2.BEFORE COMMENCEMENT OF WOW, THE GENERAL CONTRACTOR SHALL FUM15H OWNER & ARCHITECT WITH COPIE5 OF ALL REQUIWED IN5UWANCE AND WOWKER'5 COMPEN5AT10N THE owNEW SHALL PROVIDE ALL 5URFACE MOUNTED LIGHT FIXTUWE5,ALL Z CERT1FICATE5 INCLUDING NAME5 OF ALL 5UBCON1RACTOW5 INVOLVED IN THE CON5TRUCTION, ELECTRICAL EQUIP,TO far_ 5UrrL_IEP PY ELECTRICAL CONTRACTOP. � � C5 } S ALL SWITCHES AND RECEPTACLES TO BE 'LU1IZON', "DECOMA" COLOR T.P.P. 5.THE CONTRACTORS SHALL BE WE5PON51BLE FOR ALL PIMEN51ON5& C:ONDITION5 ON THE O JOB,THE ARCHITECT MU5T BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ON5 5HOWN. IZECE55ED DOWNLI6HT5 TO BE "LIGHTOLIER" OR API',E0.TRIM -WHITE, z g N NOTE; CONTRACTOR SHALL PROVIDE DIMMER 5WTTCHE5 FOIZ ALL WECE55. a O 4.1HE CONTRAC TOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS DOWNLIGHT5. VEIZIFY LOCAT10N5 OF ALL ELEC,DEVICE5 WITH CLIENT. U 4 �3UNLZ55 OTHERWISE NOTED, 5.THE CONTRACTOR SHALL BE WE5PON51BLE FOR ADEQUATELY BRACING & rIZOfECTING ALL kA L WORK DURING CON5TIZUCT10N A6AIN5T DAMAGE, BREAKAGE, COLLAPSE, DI5T0RT10N & DUPLEX ELECTRICAL RECEPTACLE ® Z M15ALIGNMENT ACCOIZPING TO ALL APPLICABLE 5TATE AND LOCAL CODE5. Z Tr v DOUBLE DUPLEX ELECTRICAL WECEPTACLE 6.THE GEN'L,CONTRACTOR SHALL PAY FOR ALL PERMITS, FEE5, & C0515 RELATED TO TI C i i Ai i Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE WORK OF TH15 CONTRACT.THE GENERAL CONTRACTOW SHALL INITIATE ALL RMOUIM19 IN5CT10N5 OF ALL WOW, LE WO COMPLETED UNDER THI5 CONTVCT UNLE55 OTHERWISE NOCED. �G�i DUPLEX RECEPTACLE/GWOUND FAULT PE INIEWML!'T -� 7.TIE 5UB-CONTRACT0R5 SHALL AT ALL T1ME5 KEEP THE PWEMI5E5 CLEAN AND AWE $ WALL 5WITCH RW5PON51BLE FOW REMOVAL OF ALL RUPPI5H CREATED BY TKR INDIVIPU&TRADE5 U.O.N. $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH ANY" W ttl $ns WECE55ED DOOW AC11VA1ED SWITCH � U � � 8.AEXTRAS" FOP,ANY AND ALL FIELD CONDIVON5/5UB5TANT1AL CHANG AL ES SHL BE U DOCUMENTED WITH THE C05T ESTIMATE &APPROVED BY OWNER AND 012 H15 AGENT BEFC7RE � WECE55ED DOWNLIGHT C IOOW) " LIGHTOL'MM" OW APP,I STARTING THERK ADDITIONAL WO , U EXTERIOR WECE55ED DOWNLIGHT C IOOW) LIGHTOLIEW OM APP.EQ, 9, DOUBLE FLOOR J015T5 AWE TO BE IN5TALLED UNDEW ALL WALL PARTITIONS RUNNING PARALLEL TO THE FWAMING.PWOVIDM DOUBLE HDR PE.JOISTS AT ALL ONING WM 5. FER TO CEILING MOUNTED JUNCTION PDX CON5TRUCTION DW6'5.FOR 51ZE5. \ WALL MOUNTED JUNCTION BOX \\\\ 10.ALL FWAMING LUMBER TO BE DOUG1,A5 FIR #2 CON5T.GRADE OR EQ. WALL MOUNTED DUAL SPOTLIGHT 0 \ \ 11,ALL EXTERIOR 5TRAPPING TO BE ABOVE OW BENEATH EXTERIOR 5HEATHIN6. I I \\ I I NEW CEILING MOUNTED JUNCTION BOX FOR 5LA2FACE FAN/LIGHT \� \ RACTOR SHALL PM WITH DUAL 5WITCH AT WALL. FIXTLM TO BE 5UPPLIED BY OWNEW. 12,THE CONT O . OVIDE SHOP DRAWINGS FOR ALL SPECIAL WO IM SUCH A5 BUT NOT LIMITED T0: MILLWORK, 5PRINKLER 5Y5TEM5 AND 5TEEL WORK,ALL. 5HOP DRAWING5 I I SIMMONS` ��� \NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. I 0OO � FAN/LIGHT WITH DUAL SWITCH AOT WALL' OAN' WAVY nUTYTUNIT ,\ \ I I OM APP.EQUAL. \\�\�\\ I I dc NEW GABLE TV RECEPTACLE TO BE WIWED TO CENT,CONTROL BOX) ------------- d5, NEW 5TRUCTLMP GABLE (TO BE WIWED TO CENT.CONTROL BOX) NO 05P SMOKE/CARBON MONOXIDE DETECTOR; TO BE WIMP TO CENTRAL CONTROL BOX. PER REQUIREMENT513Y TW NEW YOWK STATE WE51DEWn CON5TRUCTION CODE,WE CEWT1FY NEW DOORBELL THAT THE DESIGN CRITERIA 15 DONE PER FW5CMF11VE DESIGN.ALL OF THE LOAD NOTE; ALL OUTLETS IN GARAGE AREA TO BE ON A S.G. CALCULAT10N5& 5TRUCTUWAL PLAN5 COMPLY WITH ALL OF NEW YOWK STATE CON5TRUCTION CODE BA5ED ON( AF&PA) V , o � 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z � Z i r-4 41.'t If I t Il It M� i ltv =7777At MHIH i fl i I I C��y v^ I CI G, A.G.ItNL W OOM-4 12'-O" X 12'-6" I 1L1 / 77 I it 1\ I P 1 1 II \ I I JC3/r I I i__ A I + I IHIM I I I Ifflil \ I � �= I � I I �-__---_�,--- iK .ar. - _ I i --- --- `- t 21 ,/ ------ )k Tal U\ / _ _ _ _ _ _ _ i-3b4 I L / ----------------- I/ / 29 3 1 � l 3"All 3i1Cii Ea PROV,ALUMINUM(WHITE) CABLE-WAIL '56" a H,BOLTED TO DOUBLE 5TUD PARAPMT OR APP.EQUAL.(TYrICAL ALL DECK AREA5.) V U5r3i _ _ _-_ 1 I ! G `� 5CAWF 2" X 10" ACQ, F.J. I/4"/FT, SLOPE W/ 5/4" ACQ. PLYWOOD.BD, _ i I FROV,EPDM MU3BER ROOFING, n 0 I I _ '----- - PWOV. 5/4" X 4" ACQ.SLEEPERS. Q i � 16 L �p0010-2 ®� - - - - - - - G - - - - - DO NOT NAIL SLEEPERS TO EPDM. 21 i I E05, I i F , Q CL-G.Eo I > N I I I fl � lici, G N L._._.- - - - - - - - - - - - - - - - -._._._ 2L-6'J - - L LJ JJ I 10'-5�� 10� -5�' 6' -2"--, 13' -6�� 23�_°�� > 21 ' -011 SAC. A E®q,� fly,N �� OR 121 SCALE: NOTE; 1i 1411 G 1 1 -011 INDICATE5 BEARING POINT LOAD SIFT DWG. NAME; PROV.ALLOWANCE FOR 3 CUSTOM BUILT-IN WALL UNIT5 TO CI-G. CLOSET INTEMIOM TO CON5151 OF 5 FIXED 5HELVE5 ON RIGHT PROV.PLLL-DOWN ATTIC ACCE55 5TAIR, "BE55LEM" OW APP.EQ. PROVIDE NEW CUSTOM 5TAIR: FLOOR TO FLOOR HT. - 10'-0"+/-V.I.F. V15 LOAD MU5T BE TRAN5FMWED VENEER TO BE 5TANED WALNUT OR APP,EQ.ON ALL EXPOSED 51M (1/2 CLOSET WIDTH),LEFT SIDE TO CON515T OF COW, FIXED PWOV,POL.CHROME O.H,EXHAU5T FAN TO BE DUCTED OUT5IDE STAIR PE50WIPTION: CLEAR RED OAK TREADS- 11" 4-/-, CLR. PINE +W1 ADEQUATE VERIIGAL!WAGING, SF-CONn Fl-0012 5URFACE5 BOTH INTEWIOW/EXTEWIOW, INWRIO IZ TO BE DE5I6NED COAT WOD & FIXED SHELF. UNIT5 TO BE MANE OF CLEAR PINE ADJ.EXT,WALL,ALLOW 02,800.00 FOW UNIT AND DUCTING, RI5ER5,FOWMED OAK RAJLING AND TURNED OAK SPINDLES, WAILING MAN PEW CLIENT'5 REQUIWEMENT W/ INTEWIOM LIGHTING. PAINTED W/ 3 COAT5 OF BEN. MOOWE SEMI-GLOSS PAINT. PROVIDE 10" PIA.EXHAUST VENT-(GALVANIZED & 5CWEENED) CONTNUE5 ACR055 BALCONY ABOVE, NOTE; THESE DIZAWiNGS AWE INSTRUMENTS OF SERVICE & CLOSET INTEWIOW TO CON515T OF CONT,FIXED COAT ROD & 5-1. r��." TO EXTERIOW WALL SOFFIT AREA. �• L' PMOV. 10 DIA. SQUARE FIBEMGLPMA5 5TIZUCT.COLUMN,ADD TRIM P EXTERIOR UNIT5 TO BE MADE OF CLEAR PINE PAINTED W/ 5 COAT5 OF BEN. , �' PROV,CUSTOM 1/2" THK.TEMPEWMD FWAMELE55 SHOWER DOOR/GLA55, COLUMN5'PAINT'S COA175 BENJAMIN MOOIT PANT.(5 INTERIOR COLUMN5), �TRACTOW TO NOTIFY THE ARCHITECT ARE THE PMOPEMIY OF THE ARCHITECT. MOOWE 5EMI-6LO55 PAINT. VERIFY LENGTH IN TK FIELD X 7' H. OF ANY AND ALL MV1510N5 DUE TO FIELD NO CHANGE5& OM MOPIFICATION5 SHALL BE DWG. NO.: COUNT, AND OM GENERAL ALLOWED W/O WRITTEN AUTHORIZATION BY Tw DIMENSIONS: 1'-6" H.X 1'-4" D.V.I.F. CONTWACTOIZ WHICH DIFFER FROM T1 t ARCHITECT,AW WWOPUCTION IN PART OW CON5TRACT.DWAWIN65/5PECIFICA110N5, WHOLE 15 STRICTLY PROHIBITED BY LAW, I.ALL WORK PEWORMEV SHALL BE IN COMPLIANCE WITH ALL FEVERAL, STATE & LOCAL U BUILVING COPE5 ANP ORDINANCE5. 2.BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL FURNISH OWNER ~� & ARCHITECT WITH COPIE5 OF ALL REQUIRED INSURANCE ANP WORKER'5 COMPEN5A110N CE"FICATE5 INCLUPING NAME5 OF ALL SUBCONTRACTORS INVOLVED IN THE CON5TRUC1ION. 3,11-E CONTRACTOR5 SHALL BE RE5PON51PLE FOR ALL 19IMEN5ION5 & CONP1110N5 ON THE JOB.THE ARCHITECT MU5T BE NOTIFIED OF ANY VARIATION5 FROM THE PIMEN51ON5 5HOWN, Z g 4.THE CONTRACTOR 5HALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE PRAWTNG5 UNLESS OTHERWISE NGTEP. � U 5,THE CONTRACTOR , BE RE5PON51BLE FOR ADEQUATELY BRACING & PROTECTING ALL u WOIZK DURING CON5TIZUCTI0N A6AIN5t PAMAGE, BREAKAGE, COLLAPSE, 1215TORT10N & ® � � Z M15A-UNMENTACCORVING TO ALL APPLICABLE 5TATE ANP LOCAL COVES. � Z 6.THE GEN'L.CONTRACTM SHALL PAY FOR ALL PEIZMIt5, FME5, & C05T5 RELATED TO THE WORK OF TH15 CONTRACT'.THE GENERAL CONTRACTOR SHALL INITIATE ALL ITQUIREP IN51TCT10N5 OF ALL WORK COMPLETEV UNVER THI5 CONTRACT UNLESS OTHERWISE NOTEV, _ 7.THE 5UB-CONTRACTOR5 5HALL AT ALL TIMES KEEP THE PREM15E5 CLEAN ANP ARE Z N M5PON51BLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRAVE5 U.O.N, U 8.ANY"EXTRAS" FOR ANY AND ALL FIEW CONPITION5/5UI35TANTIAL CK�N6E5 SHALL BE f POCUMENTEV WITH THE CO5T E511MATE & APPROVED PY OWNER ANP OR HI5 AGENT BEFORE s 5tAR11N6 THE AVPITIONAL WORK. N 9, DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PA12T1TI0N5 RUNNING 0\M �\ PARALLEL TO THE FRAMING,PROVIDE DOUBLE NPR,J015T5 AT ALL OPENINGS,REFER TO CONSTRUC110N DWG 5. FOR SIZES. \\ gmg 10,ALL FRAMING LUMBER TO BE POUGLAS FIR #2 CONST,GRAPE OR EQ. II.ALL EXTERIOR STRAPPING t0 BE ABOVE OR BENEATH EXTERIOR SHEATHING. ?"\p�\ \ 12,THE CONTRACTOR SHALL PROVIDE 5HOP PRAWIN65 FOR ALL SPECIAL WORK 51,ICH A513UT -- \W01 110 - \ NOtLIMITEV t0: MILLWORK, LE SPRINKLER SYSTEMS AND STEEL WORK.ALL ,HOP DRAWINGS I T_-�_T___1TT�1%� -- IN - ---LIN NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. �\ PROV. 2-1 3/4" X 9 1/2" GP MICRO-LAM - LVL G.J.-TO RIDGE 13M.POINT LOADS I 1- --_ --- (YPICAL TWO LOCA11ON5) I —� Now PER REQUIREMENTS BY THE NEW YOM STATE RE5I19ENTIAL CON5TRUCTION COVE, WE CERTIFY I -- -- -THAT THE DESIGN CRITERIA 15 VONE PER PRESCRIPTIVE DE516N,ALL OF THE LOAD -- CALCULATION5& STRUCTURAL PLAN5 COMPLY WITH ALL OF NEW YORK 5TACE CON5TRUCTION I ., PROV. 2-1 5/4" X 9 1/2" GP MICRO-LAM LVL C.J.TO RIPGE BM.POINT LOAP5 l COVE BA5ED ON( AF&PA) c YPICAL TWO LOCA110N5) V I ; 6 6�� °o -6 °� xp xp xp xp xp xp xp N�z N I N� N� N� N� N�z O PROV. 2-I 3/4" X 117/8" GP MICRO-LAM LVL W 1-51181, X 11" 51L.PL.(COW.) GARMP RESTING ON POINT LOA195 BOTH END5.T. U z Z l Z PROV, 2-1 3/4" X 11 7/8" GP MICRO-LAM ?; 0 LVL OVERALL DR./WINDOW/& TRIM OFG5, EXTEND 8 BEYOND ACTUAL OPG, v C TYPICAL ALL AREA5) 3 I r p O --- - - --- o � FIRST FLOOR WALL BELOW(TYPICAL) �p �o x SECONn FLOOR WALL ABOVE C TYPICAL) '_` x __-- -- 0, i7 1 0 O --- — — ... — - -- N ---- — PROV, 2-1 S/4" X 11 7/6" GP MICRO- N L ___ _ ___ .__.__ _ .. I - --- LAM LVL UNDER PARTITION5& POINT LOADS, N�- (TYPICAL ALL FLOOR AREA5.) ro" I x�o cp" xp xp �� r0 rp N7z PROV, 2-1 3 4" X 11 7 8" GP MICRO-LAM x x\o LVL W/ I-3 8" X II" 5TL.PL.c CONt.) iN N GIRPER RE5TING ON POINT LOA125 BOTH ENDS. PROV.-5-1 3/4" X 14" GP MICRO-LAM LVL LVL(CONT,) X�0 o iol 2L gg.. fl p� �O -v N SAC."A" - Lu > k AEDA 5F, C0Nt2 FL001-9, PFCK FP,,,AM1N6 PLAN v LA d !: o 0 0 0 1HI5 t2PAWING IS FOp pE;m NCB ONLY FI�k r7 i ANf7 IS NOf IN1�NI��►� 1'O 6� SCAL�n, ; �=7:�:�=- � � � v'�i ctz Q2121„F3�®�� Or Fj- N N N SCALE: NOTE: 1/ 411 _ INPICATE5 BEARING POINT LOAF OFF I Cr, 5�f DWG, NAME: W/ ADEQUATE VERTICAL BRACING. 2 ,2� 5F-CONf2 FL, bFCK TAMING PLAN NOTE: THE5E PRAWIN65 ARE- IN5TRUMENT5 OF SERVICE & t�CTOR TO N011FY THE ARCHITECT AM THE PROPERTY OF THE ARCHITECT, OF ANY ANV ALL REV1510N5 L?W TO FIELD NO CHANGE5&OR MOVIFICA1ION5 SHALL M DWG. NO,: CONDf1'0Ig5-C TENT,ANP OR GENERAL ALLOWEV W/O WRITTEN AUTHORIZATION PY THE CONTRACTOR WHICH DIFFER FROM THE ARCHITECT.ANY REPRODUCTION IN PART'OR A J ' ICONSTRUCT, PRAWING5/5PECIFICATION5. WHOLE15STRICTLYPROHIPITEP13YLAW, I G�N�� NOBS 1.ALL WORK PERFOPMEO SHALL[3M IN COMPLIANCE WITH ALL FF-MPAL, 5tATE & LOCAL DUILOING C012E5 ANP OROINANCE5. 2.BEFORE COMMENCEMEWT OF WORK,THE GENERAL CONTRACTOP SHALL FLIRN15H OWNER z z & ARCHITECT E RM WITH COPI5 OF ALL QUIRMP IN5UPANCMNP A WORKER'5 COMPEN5ATIOW CERTIFICATE5 INCLUPING NAME5 OF ALL 5WCONTRACTOP5 INVOLVER IN THE CON5TRUCTION. 5.THF,CONTPACTOP5 5HALL PtE RM5PON51NX FOR ALL PIMEN51ON5& CONOITION5 ON THE J013.THE ARCHITECT MU5t PEE NOTIFIED OF ANY VARIATION5 PROM THE 12IMEN51ON5 SHOWN. z g 4.THM CONTRACTOR SHALL 5UPPLY ALL LAPOP ANP MATF-PIAL SHOWN ON THE 12RAW1N65 Ov UNLE55 OTNEPW5E NOTED. U 5.THF-CONTRACTOP SHALL C3M W-5rON51MrL FOP ADEQUATELY PPACING & PPOTECTING ALL WORK PUKING CON5TRUCTION AGAIN5T f2AMA6F,PWEAKAGE,COLLAPSE, P15TORTION & g Z MISALIGNMENT ACCORDING TO ALL APPLICAMEL 5TATE ANP LOCAL COOE5. -Q 6.THE GEN'L.CONTRACTOP 5NALL PAY FOP ALL PERMIT5, FMM5, & C051'S WI ATEO TO THE WORK OF THI5 CONTRACT,THE GMNMPAL CONTRACTOR 5NALL INITIATE ALL PMQUIREO IN5PECTION5 OF ALL WOPK COMPLMP UNPMP THI5 CONTRACT UNLE55 0WWRWI5E NOTED, 7,THM 5UC3-CONTPACTOP5 SHALL At ALL TIME5 KEEP THE PREM15E5 CLEAN ANP ARE N W- ON501,EE FOP REMOVAL OF ALL kWI315H CPEATEP PY THEIR INPIVIPUAL TRADES U,O,N. 5P � > � 6.ANY"EXTRA5" FOR ANY ANP ALL FIELD CONDITIONS/5UIW51AWTIAL CF iMIGF5 SHALL 13E � � U � DOGUMENTEP WITH iw C05T E5TIMAS & APPROVED PY OWNER ANP OP H15 AGENT'I3EFOPE _ STARTING Tl-E ADDITIONAL WORK. 9.1:20W LM FLOOR J015t5 ARM t0 f3M INSTALLER UNDMR ALL WALL PART1T10N5 Pl INNING PAPALL�L t0 THE FRAMING,PROVIDE OOWLE HDP,J015T5 AT ALL OPMNING5.REFER TO ����\\I \� CONST R1 IGTION DWG'5.FOP 51ZE5, O 1411 o \\ X X 9C 1) 9C \�\\\ \\ 10,ALL FRAMING LUMPMR TO M OOLMA5 PIP #2 CON51.GPADM OR EQ, N N I = = = = m \ �� 11.ALL EXTERIOR 5TRAPPING TO PF-ABOVE OP MWEATH EXTEPIOR SHEATHING. x x x x \� CHIMNEY KRICKET' ; 7/IZ PITCH,LEAD 12.THM CONTRACTOR 5NALL PPOVIOE SHOP PPAWING5 FOP ALL 5PECIAL WORK 5UCH A5 PUf COATMP COPPMP FLA5HING A5 RMQ'P. i N N N N NOT LIMITED t0; MILLWOPK, 5PRINK1FP 5Y5TEM5 AND 5TEEL WORK.ALL 5HOP DRAWINGS At ROOF & INTO SIPM OP CHIMNEY. I I NEEP TW APPPOVAL OF THE ARCHITECT PPIOP TO PPOCEEPING WITH THE 'WORK, VALL T RL E EY F-W CONNECTION AT ALL RIPGM C3MAM5 W 51MP50N HANGEP5 W/ 51TW& SLOPE ANGLE5 HU, M5C5 GLT. I I OP APPPOVMO FQLIAL,(TYPICAL ALL LOC.) ------------- TRUE VALLEY ENP CONNECTION At ALL PIPGM BEAMS W/ 51MP5ON HAN6ER5 NOS PPOVIPE CONT.2 - 1 3/4" X 14" GP- 2 X io' P.P. lill 2 X 10 P.P. W/ 5MW& 5LOPE ANG LES HU, M5C5 GLt. LAM LVL PIPGF PF-AM.(TYPICAL ALL APMA5) 16 O.C. . -) 16' O.G. TYP. L) OR APPPOVEP EQUAL,(TYPICAL ALL LOC.) FIP5T FLOOP WALL BELOW(TYPICAL) 5TRAPPING CONNECTING PAFTEP5 TO TOP PER RMQUII MENT513Y THE NEW YORK STATE PESIDEN11AL CON5112UC110N COPE, WE CERTIFY PLATE5 TO 5TLV5 TO PEE 51MP50N H2A THAT THE RE51GN CPITEPIA 15 PONE PEP PRESCRIPTIVE PE51GN.ALL OF TIC`- LOAP PROV, 2-1 3/4" X 11 7/8" GP MICRO-LAM C TYPICAL ALL AREAS) CALCULATION5& 5TRUCTUPAL PLAN5 COMPLY WITH ALL OF NEW YORK STATE CON5TRUCTION LVL OVWP ALL PP,/WINDOW/& TRIM OPG5, t f� CORM BASER ON( AF&PA) EXTEND 8" C3MYONP ACTUAL OPG. I , PPOV. 2-I 3/4" X II 7/8" GP MICRO-LAM v \ (TYPICAL ALL ARMA5) LVL OV' I& TRIM OPG5. 8'' f3MYON ACTUAL PROVIPE CONT. 2 -1 3/4" X 14" GP•- _ v (TYPICAL ALL ARMA5) ^ ' LAM LVL RIDGE BEAM.(TYPICAL ALL AREA5) O O 5TPAPPIN6 CONNECTING PAFTF-P5 TO TOP lV • lV N PLATE5 TO 5TUO5 t0 m 51MP50N H2-A x x x . (1YPICAL ALL AREAS) 2 X 10' P.P. I 2 X 10 R.P. O } FT: v --- -------FT �l 1� 1� IF z \ z fl 11 2H X 10JI P.P. z 7� O� O� 0`, xp xp xp xp xQ, O PROV. 2-1 3/4" X 117/8" GP MICRO-LAM LV1. OVMP ALL PP✓WINPOW/& TRIM OF65. v EXTEND 8" BEYOND ACTUAL OPG. O (TYPICAL ALL APMA5) FIP5T FLOOP WALL BELOW(TYPICAL) N 5ECON12 FLOOD WALL BELOW(TYPICAL) I lK o � x0 I Uv xp U - 14, xo I O� Vfl� I fl � N � i<l 5-C. A' 5F., CONP FL, 00P,, CFLIN6 F �AMIN6 PLAN EDA THIS nf?AWING IS FOi? f.'�FMNCE� ONLY ANP 15 NOT IN1-f-NPEV TO Ply 5C&E�P, , 'i lz fl fl 029 21 - - N N I SCALE; NOTE: OI I ICIi �li� DWG. NAME; INPICATE5 BEARING POINT'LOAD THi5 LOAD MU5T M TRAN5FMPEO 2.I O.24 S�CONn �I� f2OO� W/ ADEQUATE VWPTICAL PPACING. TAMING PLAN NOTE; THESE 12RAWIN65 ARM IN51RUMMNT5 OF%PVICM & �T PACTOP TO NOTIFY THE ARCHITECT APE TW PPOPMPTY OF THE ARCHITECT, OF ANY AN12 ALL PEVI51ON5 PUE TO FIELD NO CHANGE5&Cr MOPIFICATION5 5HAL1-13M DWG. NO.; C Nt,ANO OP GENERAL ALLOWED W/O WRITTEN AUTNOPIZATION PY THM CONTPACT'OP WHICH OIFFEP FPOM THE ARCHITECT.ANY PMPROPUCTION IN PARf OR CON%PUCt.PPAWIN65/5PMCIFICATION5. WHOLE 15 5TRICT1,Y PROHIBITED PY LAW. A-2 . 2 i r01' Or r2Ir2GF- (V.I,F.) � N �. — . — . — . — . — . — W � U F--�I g IZ U � Z PIZOV.CUT 2" X 10" 5W-FA5CIA WITH 7d- 5/4" X 10" "VM5ATEX" FA5CIA PP. rop OF Arrrc FL., _ COAT51"P NJAMIN M0012 "rAdC�O,AtS �► ` -- - -- - -- -- - -- - - - - - - - - OR APP.EQ,(TYP.rW05W 51PEE5) -- - - -- -- - -- -- - - - - - - - - - - 6" WHITE ALUMINUM CUTTU ANP rT1 N LEAPER5. U.O.N.(TW CAL ALL Al EA5). 110P OF WIN12OW PIZOV.CONT.3/4" x 6" "WP5ATEX" _ SOFFIT W/ 5CWEE NW I" VENT - (TYPICAL ALL.AMA5) WOV. 7" 130ARP & t3ATTEN 51NGLE VINYL ~� 51121NG 13Y "CEI?1AiNTEEl2" OR APf'IZOVEI2 \�\\\\\\\\\\ VnsmIENEENS 32 -9 EQ. W/ "l3Ll IESKIN" WPAP IN UEU OF \ TYVEK. C rYr.ALL Al Y-A5) �\.a0�� \v,I.F. \ PIZOV. LIFETIME GAP ASPNALt 1200F \���\ SHINGLES(TM. ALL A1zEA5)OVF-R 15 LP. �\ I ' Pf:OV, "WEATHEI2WAtCN" UN12EI?LAYMENT wh rOr' O� S�CONI2 L . v.1•�, PELT. U.o,N.c c RWAT t.E3.tUN 1 I \ ALONG ENTIRE BOTTOM F-PCZ OF ROOF \\\\\\��� `\ U'3 -O (TYPICAL ALL ROOF AY-A5) ' NSU\ _ 6" WHITS ALUMINUM GUTTm ANP LE R5, U.O.N.(TYPICAL ALL AMA5). 1,01' OF: WINI20W rROV,CONE.3/4" x 6" 11WP5ATEX" C 5OFFIt W/ 5CMENE2 I" VENT C TYPICAL ALL A T-A5) 9' C,H. - 8" 50, ROUTEb FIPr:RGLA5 5T12WTLFA- l COL. OR API', EQ,(TV. 9 LOCATION5). PIZOV. 5 4" X 6" #2 CEbAtZ I75CKIN6 OR APP.PY O R. (1 (TYPICAL ALL EXSPIOR PECK LOCATION5) , �• ror or I;1R5r r-Loop - APPL. 5TEP IF 6P2AM HT.EXCEEL25 7 3/4". I. --------------- --- -----------------•r- • ----,- -r----- _ -_', - .- -- -- ..--` - •-- . -- .--1- --------------- I I I II Ii ii ii ii / > I I I II li ii ii ii � I rL-1r�-1--I-----------------------------------------------; I jl L-1 z I I r \ z 9' L--JL----1------------------------------------------------I I I � NIGH-' � Ll , VArION I I I rOI' OF 13A5r--MENr FLOOrZ 1 I -----------------------------------------! 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If UNbA110N Zs OO O OR CULUI�Tn 5T E ON A5 ALT�I2NATl;, I I (TYP.ALL rXf'05�2 Ft7N. 00 APP. rO.) l l I I I I I I I• I I I 'a�q�fi'r72��i •t0 � �, '� N N I I I I I I I I I I I I OF NEB N N �j � 1 1 I I I I I I I I I I 1 --011 ��2-4 rL�, rLJ., rL�, I L.---------------------------------------------T-1-1-� i I I I I I I 9 I I ; I I I NOM:L J I ;---------------------------------------------- -- Orr I Cr, 5FIT I I I I INPICATE5 PEAPING POINT LOAl2 nWG' NAME THI5 LOAD MU5T Pr,TRAN5FF-MV 2 I O 2� I F PON-r L F VATI O N i i W/ A1�5QUAT�V�1211CAL 13f2PCING. r-PONf/ PIGNT rOP OF PA5EMENr FLOOR ; ; ; r[-F-VAVON5 r�-LT--------------------------------------------------------- ------ - ------------�-,-1-� N011;: THESE 1212AVVINGSAPE IN5TI2UMENTSOF SEKVIGE & FY i I _____________________________________________________�41 - -�-------------i-_--J ANP&,MV1510N5 PUV-TO NELt2 ND0 r5& OIZ OPIFICATION55HAL1-M _ - CONvT 0I 5ZCIENT,ANI2 012 GENERAL ALLOWEt7 W/O WVITTEN K MORIZAnoN PY THE l2WG, NO,; CONTRACTOR WHICH PIFMR FROM THE ARCHITECT,ANY I2 rIZOPLIC110N IN rAkr OR CON5TPL.ICt,PI AWING5/5MCIFICAT10N5, WHOLE 15 5TfZICTLY rROH1131TW PY LAW, A—� I I ror OF mrc4r, (V.I.F.) z �. — . — . — . — . — . — WU rn rPOV. 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V 1 rMLT, U.O.N.(GOLOP T.t3,12J / WOV, "WMATHOWATCH" UM F-MAYMMNT ALONG FNTIM BOTTOM MI2GF Or POOF Ur 3'-O" (TYPI 0*L- POOr mr-A5) rOp OF ATTIC M. 9 rOr OF WINI20W / R=� \ V I I V F OF 1 Y I P G _ _ G PPOV. 3/4" X 8" "vrr5ATrx" TPIM P12. \ /' �I II II Tr. \ Q' W 5 VFPSATMX CPOWN TRIM<T C.H. - - ALL Al F-A5 U.O.N.) Q 321 -91 I rPOV. 7" POAP12 & BATTEN 51NGLZ VINYL \ 51PING I3Y I ICMPTAINTMI:211OP APPPOVFI2 \ \ - - E�Q. W/ "C3LUM5KIN" WI2AI° IN LIMU OF \ �� TYVFK.(TW,ALL 4 A5) O ' s- -'�- rPOV.3/4" X 6" "VMPSATI;X" COPNFP \• �fl 130AM2 W/ 5/4" X 4" WINPOW TRIM \ n V.1 5UPPOUNP. (TYPICAL ALL APFA5) ',I \ OF 5F-C Ni2 FL. _ "'' •�'�- -- 6" WNITr ALUMINUM GUT11;P ANb I � 13.U, . C ALL As . ` = rPOV.CONT.'5/4" x 6" "VFP5ATFX" > SOFFIT W/ 5CPMMNM►2 I" WNT t2 I b CJ - 12 2 n (TYPICAL ALL APMA5) C.H. z I > � 8" 5Q. POMP FIMP6LA5 STRWTUPAL I v v COL. Or,ADP. W. (TYP. 9 LOCA-nON5) I - 0 rPOV. 51 4" X 6" #2 CMI2AP PFCKING OP APr.13Y OWNFP. '> _ - C TYPICAL ALL FXTMPIOP 12MCK LOCATION5) O O O Fop br r-Ir?5r FLooP •,t,. ,'�;,:. APR.,STFr IF GPA12M N'r,MXCMM125 7 3/4" .1 11 Ll '1 11 11 '1 11F1 . . . . . . . . . . . . . . . 91 rI 1III-1III-TI I III III I I III III 1 II IIjI rI II II�i rI 1I -1I�I Ir Ii It�I III III I�I I�I - - - • — • — • — • — • — • — • — • — • — • — • — • — • — tinJq `� 212�1���2-4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SC ALE�N: ---------- ---------------- ---------- rL I I I I I I N ---------------�----�---------------- ' ' ----------J i �---J L--J L J L J I �i I I G i _ I I NOTM: OI�i I�i icr, �I�� t2WG. NAME: I I� � [� � NPICAS5 BEADING POINT LOAF \ /ATI O ( 1 I THIS LOAD MusT F- C&PI FPFn 2.I O.24 / ���� v I v I I W/ AI�FQUATF VFPI1CAL 13PAGING. MAP, Fop OF C3A5F-MF-Nr FLOOD 1 I t I F-U�VAflON5 ' 1---------------------------------------------------------------------------------------j I 9 1 _________________________________I___-_--_-_-__-__________-__--____________________T-1-L, NOtF; THMSM 12PAWINGSAI� INSTPUMMNTSOF SMPVICM & I I COfTTZACTOP TO NOTIFY THM ARCHISCT AM THC PPOPMPTY OF TNM ARCHITMCT. _____________________ -------------------------------------- --� �I____--___________________________________�__-� OF ANY ALL PMVISIONS l2UM TO rIFLI2 NO ANC & OR MOVIFICAVON5 SHALL I9F 12WG, NO.: L/ CON-V1TT01T5,-CCTN1;ANP OP GFNFPAL ALLCVVEV W/O WRITTEN AUTHORIZATION PY TW CONWPACTOIZ WHICH t2IFFFP FROM THE ARCHITECT,ANY WrPOPIX11ON IN rART OR CONSTRUCT, MWIN65/5PMCIFICATION5, WHOLE 15 5TPICT1,Y 11POHIPITE12 PY LAW. A— ' I i PMOV,12PL. 2" X 6" AGO c 511-L I'LATF-(TYr.) WA, 10" P.CONC.FOUNPATION STUn Z WALL.rMOV. MIN.8" FPN. WHIN O s 51Mr5ON HL'3 KANT-5AG L51122 OM SHWATNING AVY-PUTYrXrQSUME ABQ5) FIN.GMA17E ANGLr PPAGMT 51Mr50N LSTA21 STMAP (TYP.ALL AMWAS) ® g MIt2Gr WITH C 16) IOd X 11/2 FA5TENWM I ��' I'i CONNECTION OF WALL BEAM C 3) 2"X loll ' .° 5HWATHING t0 WINbOW Z C STMAP MEQUIMrn FOM 16" J015t I SCMEW TNMOUGH W1NbOW "� ';; Z 12BL. MICMOLLAM mrTH OM MEMBrM5 WITH SLom - - BMACr AT WACH WAPWI "; ;%.�i °' H�A � I POrO5W�XT� OIZ WALLS; 2"X6" WOOD 51UP,PWV.5" INK.CLO5F-P CALL FOAM W/ Q ° e N AMIZ OF 7/12 OM GMEASIZ). PROV.WATWM BAMMIWM BWTWWWN - ti;.: - FLANCZ - 1 THE APPMON OF M-8 BATT INSULATION BY 'CEMfAINTEEl7' OM APPMOW EQUAL. V o FOUNnATION WALL & ACQ. MIM J015T. I „ i i1 CONNECTION Or WALL s SHWATHiNG TO 2 X 6 STLJl75 C TYPICAL ALL EXTI;MIOM WALL AMEAS) 0.75 X 33 MIL , „ " O u 11; rMOrO%P ATTIC/ROOF: 2"XIO" M.M,rMOV.7" THK.CLO5rt7 CELL FOAM W/ Z 2" X 10" M.R. ;�_' 1/2 " MYWALL COVWMING 5TUP5. (TYPICAL ALL MOOT AM-A5) Z rMOV. 2 CONTINUOUS # 4 MW-BAR.(TW.ALL AMWA5) 5 5 rMOPO5En BASEMWNf CLG.: M-21 BATT INSULATION OM APPMOVN9 rQ,W/ 1/2" PMYWALL COVEMING FLOOM JOI5T5. (TYPICAL ALL Al2EA5) ' u NEW INTEMIOM WALL5. 12-21 5OUN19 BATT INSULATION Ott APr120VF-P rQ.W/ 1/2" - nMYWALL GOWRING BOTH 51M5. (TYPICAL ALL AMEA5) Z � � N rMOV. BLUE5KIN Vr 100 5rLF AVHFME17 WATI;M Mr5151'AN1 AIM BAWIEM MWMBMANr V ALL F-XPO5En 5U�ACr5, (TYPICAL ALL ARWA5) � (Q COMM CONN�C110N n2 CONNECTION Or 121Gbr- n1 FOUNPATON nF-TAL n1 X- 13PACING n3 CONN�CT10N OF WA-1- 5NrATNING b5 �••••� ( F-XAM'L,F-) A-3' PF-AM TO FOOT �p A-3 1'�AT� 1"O �OUNnAT10N /�-3 C F-XAMP�F-> A-3 1-O WINnOW N�AI��p ( �XAMPLF-) C F-XAMf'L.F-> < �XAMI'��> \ \ .�� IQ PMOV.CON''. "COBMA MIP6F VENT" ON \\\ ALL HIPS. (TYp,A.L. MIr7Gr ANn HIPS). TMU55/MAMTWM TO TOr PLATW <MP54) LAM LVL RIPCZ PErAM,(TYPICAL ALL AldEA5) NEW ATTIC/IZOOF: R-42 -6" -7' MAY FOAM INSULATION. VU55 BMAGING (MT512) rMOV. 5/8" ACO, FLYVW.ROOF 5HF-ATH, (TYPICAL ALL ROOF AMEA5). for OF PAIL (V.I.r.) 6, rMOV. "LIFETIME" "GAF" ASPHALT 1200E SHINGLE5 C TYP.ALL At2Y OVrl2 15 LI3. FELT, U.O.N. C COLOM `�.•a �+ PMOV. "WEATHrMWATCH" UNMId-AYMENt ALONG ENTIRE BOTTOM E17GE OF 1200E LEr 3'-O" (TYPICAL ALL MOOF AREA5) ,. i rMOV. 3/4" T& G rLYWP. 5UI3-FLIZ. (61-X & 5CM MP) TYP.ALL FLOOR PIZOV,CUT 2" X 10" 5UB-FASCIA WITH STUn TO STW AMA5).CEMENT PP. IN BATHMOOM5. 5/4" X 10" "VWM5ATrX" FASCIA 13n. FILL ALL NAIL HOLE5& APPLY 2 COAT5 Fop OF Arr1C FLOOrz COATS "BENJAMIN-MOOMr" rAINt C C516) 21•x 101,c.�.a 2' x io c.�. OM APr,rQ,C TYP.WXrOSEn SIt7r5) O IOd NAILS OM i ZZ :6 o c.(1W.A10 6 o•c•<Tw.a-�> 6" WNITI ALUMINUM GUTTER ANn O 16d 51NKMM5 1 5TW TO BANP J0I5T for OF WINDOW L Ms. .N. TYPICAL ALL 3" O,G.VWMTICAL 1 (C516) • — • — • — • — • — • — • — • — rWV.CONT. 2-3/4" x 6" 11 WM5ATWX" -'�'— SOFFIT5,C TYPICAL ALL AMrA5). lu 4" O.G.HOMIZONTAL NWAI�WM ANCNOMAGr PPOV.7" BOAM 2 & BATTEN SINGLE VINYL z z C L5TAI8) 51PIN6 BY "CEMTAJNTMP" OM APPMOVN2 1U 51120NG-WALL ' rQ. W/ "BLUE5KIN" WMAP IN LIEU OF TYVEK C TYI° ALL AREA5) 51PIN 7" BOAS & BATTEN SINGLE VINYL (TWIG ALL , 9'C.N. UQI(TYPICAL ALL rX��IOI2 wAL�5.) C TYPICAL At FPOV. BLUr5KIN Vr I00 5rLF APHEW-9 u! FACH COIZNr12) 1 , 11 PPOV. 2-1 5/4 X 11 7/8 Gr MICMO-LAM 8 -O WATrM RESIST.AIM BAI2MIrM MEW[; ALL PMOVInE GONT. 2 - 13/4" X 14" GP- LVL OWI2 ALL t21Z./WINbOWI& TRIM OPGS. (� ! ;• i WXPO51W 5UI2FACr5.(TYP.ALL WXTI;MIOM) LAM LVL WrZ BrAM,(TYPICAL ALL AMWA5) 1L PMOV. II 7/8" BOX PFAM 27'-�>t PMOV. 2-1 '5 4" X 11 7/8" GP MICMOLAM EXTENn 8" BW ICAL ACTUAL 5) PMW-ATtACNWt7 � •,• •• SII�L rLATW TO LVL OVrM ALL ISM./WINnOW/& TRIM OPGS, L C TYPICAL ALL AMWAS) z PHn6 WITH 1 r�INnATION V'I'�' WXTENn 8" BWYONt7 AGTLIAL OPG.C 111'ALL) i6 k�o"�.�• 12 rMOV. "LIFWT1Mr" "GAF" ASrNALt ROOF C IZ) St�S I/4 X 3 : . . , ,a . : . �—USING U5P MARING mac,<ryp �3 W.F. SHINGLWS(TYP.ALL AP.WAS)OVWM I5 LB. FASTENERS <I a PLATE; FA5TrNEM5 FrLt, U,O.N. C COLOR T.B.nJ (HBP5/LI3P5) 1 Of' OF S�CONn FL, rMOV. WEATNWMWATCN UN1�rMLAYMENT O ALONG rNTIME BOTTOM r►�Gr OF MOOF Ur 5'-O" C TYPICAL ALL ROOF AZWA5) SILL rLATW TO � " _ W.I. _ � � FOUN19AT10NFE C Br) rot' OF WINI2ow 8""5Q. POLITER FIBrMGLA5 5TrWTUP.AL O 51LL PLATW TO PMOV. M-19 BATT INSLL. 3/4" FOMMLLAI2 PMOV. 2-1 3/4" X II 7/8" Gr MICMO-LAM GO- OR APP. EQ. (TYP. 9 LOGATEON5) . UONCA U5 ON rT A-1 METAL FLASHING 250 O-C IN5UL. Bb5. COV-k & 5r-AM5 LVL GIWFk5 TO POINT LOA125 BOTH ENI25. M-21 W/S H,12, SrMAY FOAM INSLLATION + 2" FIMP6LA5 BATT.(TYP.EXT.WALL5) USING USP BrARING T rLATE FASTENERS C TYP.ALL LCGATIONS� TAPWl7, C TYP, ALL BASWMENI AP.WA.) C HI3r5/LBr5) PMOV. 1/2" THK. GYP. Bn.ALL EXPOSWI� rMOV. 4" W. X-5/4" THK, PMMFINI5HEP WALLS CLG5, (5CMrWEI�),& I 2" THK. 2" X 6" WOOP 5TUb5 W/ 1/2" ACQ, , (� 9 C.N. WOOF FLOORING A5 APP. BY CLIENT, M015T, Mr5151'.GYP. PP. IN ALL BATHMM5. PLYWOOD 5WATHIN6,(TYPICAL) U rIZOV.H.t7.50UNb BATT IN5LLATION IN ALL MF-TA- FA51�NF-12 5CNF-nUI F- PH 8'-O" rMOV. 3/4" T& G rLYW17. 5UB-FLM. INTE;MIOM WALL5/CLG,(TYP. BOTH FL5. PMOV. 2" X II 7/8" CAP - "FIBrM5TMANP" C GLLX & 5CM MP) TYP.ALL FLOOM MIM PP.(CONI1NLIOUS ALL AMEAS). A-3 AIY-A5). CEMENT BIB, IN BATHMOOA15. QZOV, CUSTOM 8" WALL BA5W POOM & C ALL STI2AI�ING 1'O 13� cd 16" O.0 J FCRYM AWAYIN. Gr2An� 15-r P�2Nn.FLOOIZ5(AR ,ALL�P EQ Apr. r�Y°WNWM. ' PMOV. 5 4 X 6 2 CWt7AR 1�ECKING OM (TYp, ALL) (TYPICAL ALL WXSIZIOM bWCK LOCATION5) Fop of FR51'FLOOR APPL, 5TEP IF 61Q, 7 Hf.WXCEE 95 7 3/4". 1 ' _ _ WOV. 5 1/2" X 9 1/2" ACQ. P05T5 OVWM WALL STUD 0 s CONG. 10" nIA.FTC. I" ABOVE FIN.GMA17E, o ie, • ,�; �� ABOVE A 2' X 2' r.GONC.FTC.C TYP.ALL) rWV.CONT. 1/2 THK,CEMENT P0AkV TO rMOV. WL, 2 X 6 ACQ.51LL rL.WITH PMOV,BOLTi;n pAIM F.J.BOTH 51i7r5 r05T, " I I W/ TWCO'5 TO CONT.FLA51-E-n 2"XI O"ACQ. WALL 5TLV 2" UNt7EM NWW 51nING t0 6" BELOW FIN, 11 RWITW 5H1E LW FIBMOU5 INSUL.(TYP.ALL) I HWA)7WM C TYP.ALL rlMst I LOOM PErCK AMWA5) CHAFE & 2" THK. SOUP POLY. FOAM TO 2' I I PMOV.CONT.9"VWM5ATEX FASCIA ALL AMrA5, > BELOW GMAM.(TYPICAL ALL FOUNPATION), PMOV. 5/8" nIA,X 10" L. 5TL.BOLT5 8, rMOV. 5 I 2" SQ. 5T12UCT. 51L, COL. THMU I�BL,51LL PLATE EMMPPF-n INTO -1211 BOLT TO rTG. & GIMnrM/BWAMS ABOVE, 8 CON(. � M IFL THAN M5r--C & 65. MAX. FROM ALL PLATE INTEMSWC110N5. n. . BOTTOM FLATS (TYPICAL 12 LOCATION5) rWV.5" 5QUAMW WA5HEM5 ALL BOLT5, BANP J015T (TYr.ALL FOUNPAT10N). f rMOV.WA-rCWOG WATEM PMOOFING ALONG PWMIMETEM OF FnN.WALL BELOW FIN.GMAt�W. " �� Q PAMGr JOINT 13WTWWWN FPN.WALL & F116. rMOV. 2-I 3/4 X 117/8 GP MIGMO-LAM 5" IF, CONCMWTE SLAB W/ W.W.M. z LVL W (CONTJ, IN BrAM POCKMt5 BOTH THMOUGHOUT OVEM TAMPEn GRAVrL BA5E. ? TWO-WMBWM FLOOM 5UPPOMt BMM 1'Op OF tM5F-MF-N1'FLOOD EN25.(TYr.ALL BA%MWNT CARMM5 ABOVW) fl 8" F.CONC.FPW.WALL W/ 2'-0" W.X I'-0" P.P,CONC. I'V6,CONT.W.W.M. IN � CONNECT1ON OF WALL IO FLM.FRAMING �O SIMr50N LSTAJB ST12AP WITH 5" ALL WALLS& F0011NG5,C 7YP.ALL AMEA5). C 12) IOd rA57rNEM. 2'' X 2' X I'-O" P. P. cONNECTION OF BANP J015t TO 5UPrOMT � �� .. '-.. C 7YP.ALL 12 INTEMIOM 0011N DOTING 51MP50N LTP4 5TW(12) 8d X l 1/ 2 N - �(1 CONNECTION OF WAI,� 10 ��C�"�O I� I I I A TO FL001? Ff?AMING, A-3 I �l C F-XAMPLF-> 2" X 8" BLOCKING MOOF SHrA11NG TO 2) 2" X 4" TOr rLAT- TMU55 � � z TOP FLATS. BANP J015T F( �G L L WALL FLOOM FIZAMING 5TUP CLIP ANGLW(BOTH 5IM5 OF •, WEB t�rrTH MINUSN/2NGTH - JOISt <3) 2"X loll '��' �� •� nOUBLr WALL 5TUP5 WINPOW CONNECTION OF WINPOW a,:� , 8 SGMEWS(4 PrM LEG TOr rl-ATE HEAMIZ HEAMIZ IO WXTEMIOM WALL, lwt,hl TWO-MEMBrM FLOOM �=�•�•;.,;:s-� I � � � OF CLIP ANGLE) Vr 51Mr5ON L51'AJ8 5TMAP WITH 5UPrOMf BrAM 2" X loll MAFTWM (12) IOd FA5TrNEM, 021 21 TILE N CONNECTION Or FLOOM FMAMING FC7F NE�N'� METAL HLIMMICANW MAFTEM BMACINCA MT512 5T12Ar TO 5WPOMf BEAM, 51MP50N LT512 5CALW: WITH(7) I Od X I 1/2 FA5TF-MM 5TW WITH(12) I Od X I 1/2" FA5TENEM i 1 11 CONNECTOM 2 X6 I/ 4 I O JACK INTO L n TO 51Un ANn MAFIEM. F OOM JOIST AN SLi'rOMT BEAM NOTE• WALL 5TUP5 OFF ICI 5r, PWG. NAME: - INnICATrS BWAMING POINT LOAD 2 I O 2�1- SNWAI1NG W/ AP QLIATE VWM11�CA-BMAGING. 13UIUnING SECT. SECTION/ n�T, JO15T TO NF-AMP JO15T n9 CONNF-C110N Or TOI' n6 PIM25MOUTN CUT b7 CONNF-C110N OF WA-[- SNF-ATNING n8 CONNF-CTION OF FL-0012 �I;AMING P9 NOT:: 11-IE5E 17MAWINC45AM IN5TMUMENT5OF 5WVICE & p�AN C �XAMPUU ) A-> WA-L. p[-ATE TO WNA- 5TUb. A-3 SOW F-W Or J015T ONLY A-3 TO 5TUn5 A'.OUNP WINDOW NF-AnF-1: �OI�T1f2ACtOM TO MV15IONOTTY 5 X TO NOAZE HAHF-PE5&C M VIFTHr-AI 11OW5 T. A-3 TO SUpI'0�:1' 13�AM, A-3 of ANYANn ALL MEVISIONS bur TO rIELt7 NO CHANGES&OM MOnIFICA110N5 SHALL BE t�WG. NO.. ( F-XAMpL,�) ( �XAMpL.�) ( F-XAMPI-F-) CON�57Z WNT,AN12 OM GEWk& ALLOMP W/O WRITTEN ALITHOMIZA110N 13Y THE CONTMACTOM WHICH PIFFEM FMOM THr AMCHITECT.ANY MMMOnUCTION IN rA2f M CON5TM ICT. PPAWEN65/5rMCIFICA11ON5. WHOLE I5 51MICTLY PMOHII3ITEn BY LAW. A-4 G�N�1?AI, N01�5 PF_I?5PFCTIVF_ C3UILI2ING F-NVFLOPF- PF_QUIMMF_NT5 CI�IMA1� AMP G�OG�NIC n�51GN CQVI PIA b�51GN CplT�1?IA (W NPOW AMA 30% OF 6PO55 EXTERIOR WALL AITIA) TABLE 301.2(1) (i 51DENVAL CODE OF NEW YORK) f\FP, fAI3�F_ C01 .2( 2) WIND SU3JECT TO PAMAGE FROM w U I FAMILY DETACNMP PVVELLING: MAXIMUM MAXIMUM GROUND SEISMIC IGE SHIELD HEATING 5PEFPd((MPH) DESIGN FR05T LINE NPM-AY, M0012 AWIZICAN FOREST ANP PAPER ASSOCIATION< AF VA) � �C � ZONE lip 5NOW e DAYS GLAZING CEILING R-VALOR WALL FLOOR BASEMENT WALL SLAB UF- & PTMR CRAWL_PACE LOAF 3 5FC GU5t CASC401ZY VV8A71�tZING �p�Ib C ft-In) TVIZMIT3c maul l:2 '��� WOOL?FIZAMI:CON5110JCTlCN �� � � — U-FACTOR R-VALUE R-VALUIE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALI.F HEATING 2AY5 - 5750 MODERATF ZONE ROOF > 30'-40' X 1.53 ROOF > 30'-40, X 1.53 WIND 51'EEn Z ZONE LIB 20 PSF 130 C 5EVMRE 3 -O TO HEAVY W5 NO 0.45 COINCIPENf WET-BU.B TEMP, - 73 5750 R-38 R-21 R-30 R-10 R-9,2 Ff R-38 FOR 51: I POND MR SQ.FT. - 0,0479 kN/m2 I MILE PFR HOUR- 1,609 km/h, I 3 23.7 36.3 -30.3 -46.4 120 M/HR � 3 (6) a. WFATh�RING MAY REQUIRE A HIGHER 5MNGTH CONCRMII;OR GRADS OF MAe NRY THAN NECE55A1ZY TO 5ATi5EY THE - ® SUMMER DESIGN PRY-BULB TEMP. 83 ` Z STRUCTURAL REQUIRFMENf5 OF THI5 CODE,THE WEATHERING COLUMN 5HALL BM FILLED IN WITH THE WEATi-tRING IN12EX C le., g WINSIZ PM5IGN 1212Y- L LP SMp. 6 �I�I�C I I% I�I�OI� THE CARA12E OF MA5ONiZY NIf5 SHALL M MTFPMI C ONC OM A5TM C 34,C 5,755, MAP.A5 PrTF_IZMINt,:L9 C 62,M TWE73 C 90,C12 il9,C 216, O C 6512. 1 2<3) O 6. THE FRo51'LIM DMPTH MAY REQUIRE DEEPER FOOTIN65 THAN INPICATEP IN FIG.R4o3,1(1).THE J1.u215PICTiON SHALL FILL IN MINIMUM UNI�OPMLY nI5TP113U1�1� GLAZING "U" FACTOR - 0.45 -� TM FROST LINE DEPTH COLUMN Vv11H THE MINIMUM DFP1N OF FOOTING BELOW FIN.GRADE. i, � � � v CEILING "R" VALUE - 0.45 DE PROPO5FD MINIMUM NOM5; c. TM JLR15PICTiON SHALL FILL IN-HI5 PART OF THE TABLF TO INPICATE THE NMI2 FOR PROTEC11ON DMPENING ON WHETHER IN POUNnS PSI' SQ, �0C�1- � p��, 1-AI31� 301 ,� � Z 5C Plr-nON R-VALUE R-VALUE THFRE HA5 MM A H15TM OF LOCAL 5U3TERRANFAN TFRMITF PAMAGE, EXTERIOR WALL RVALUE - 0.45 „ J. THE JUMI5PICTiON SHALL FILL IN'HI5 PART OF THE TABLE WITH THE WIND 5pEE12 FROM THE PA51C W1NI2 5PMED MAP Z 73 8 P,CONC,FNt2N.WALL ON TOP OF FIG.R3o1,2(4)),WIND E:XI'05UM CATEGORY SHALL BF DETERMINED ON A 51TE-SPECIFIC PA515 IN ACCORDANCE W/ 5FC.R301.2.1,4. m WALL TYPE I 10 P.CONC.9 H, R-10 R-10 A CONT.F0011NG. U5� L I VF- L OAI i FLOOR "R" VALUE - 0,45 TMe, T JURISDICTION SHALL FILL IN'HIS PARf OF THE TABLE W/ TIC SEISMIC DESIGN CATEGORY DFT,FROM SEC,R301.2.2,1, k, 2L WALL TYPE 2 2"X6" W.12,5TU2 R-21 R-21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD. V f. THE JUR15PICTiON SHALL FILL IN'HI5 PAIZT OF THE TABLE W/ (a) TM DATE OF THE JURI5PIC11ON'5 ENTRY INTO THE NATIONAL q, h v fOfAL EXTERIOR WALL 50.FT. - 3,816 50,Ff, „ „ „ FLOOD IN5UP.ANCE PROGRAM(PATE OF Al2OPTiON OF THE FIR5TCODF OR OMDINANCE FOR MGMNf.OF FLOOD HAZ,ARMA5),C 6) AI-I IC WI({'I LIMI1�I� 5I-Oi2A��: 2O I�.S.�. — WALL TYPE 3 2 X4 W,D.5TUP R-15 R-15 2 X 4 WOOP STUD WALL WITH 1/2 GYP.P12, Z N THE PATE(5) OF 11V CURRENTLY FIFM & FBFM,OR OTHER FLOOD HAZAPP MAP ADOPIEP BY THE COMMUNITY,A5 MAY BE AMM 12. ill TOTAL WINDOW 50.Ft. - 607 50.Ff. ROOF TYPE 2" X 12" DOUG FIR R-38 R-38 W TIMBERLINE LIFETIME ROOF 5HINGLF, ATTIC WITHOUT 5TOr .F_,b 10 r 5.F, M cl. IN ACCORDANCE W/ %C11ON51Z905.2,7.1,R905,4,3,1,R905.5.3.1, R905.63.1,R905.7,3,1, & R905.83,I,Wi-FRF THFRF HA5 BEEN A TOTAL POOR 6LA55 AREA - 300 SQ.Ff. FLOOR TYPE 13/4" X II 7/8" R-21 R-21 1 3/4" X 11 7/8" TGI PRO. 550 F.J. a 16" O.C. "W5" OTWRWI5F,THE JUZI5PIC-1`10N 5HALL FILL IN THI5 PART"NO". � 40 P,5� � � U � HI5TOiZY OF LOCAL DAMAGE FROM THE EFFECT5 OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE W/ PF-CK5: I. THM GROUND SNOW LOA125 TO Ear U55P IN DFTFRMINING THE 12F504N SNOW LOAP5 FOR ROOF AM-GIVEN IN FIG.R301,2(5) FENE5TRA-nON AREA - 907 / 5,548 X 100 - 16 A WWR CEILING TYPE 1 3/4" X II 7/8" R-21 N/R I 4" X II 7/8" t6I PRO. 550 F.J. a 16" O.C. FOR SITES Af FLFVAIION UP TO 1,000 FEET,51TF5 AT FLFVA11ON5 ABOVE 1,000 FEET`SHALL HAVE THEIR GMONP 5NOW LOAF ; � N ill SLAB 4" P.CONC. R-9,2 R-9,2 4 P,CONC.5LAB ON COMP.FILL INCREASED FROM 1NF MAPPED VALUE BY 2 P,s.l.FOR FVFRY 100 FFFTABOVE 1,000 FFFt. EX1I;RIOR 13ALCONIF,5: 60 P,s,F, TOTAL f0ff,AREA — 4,946 50.FT, W/W.W.M.6 X 6 REINF. ������ � � FIRE ESCAPES: 40 P,S,F, MINIM� ' � �\ MINIMUM F-QUIPMF-N1' PF_I?FOpMANCF_ AIL? 13AI?I?I�f? & IN5U�AVON IN5�rA,I,A-ION b�51GN CpIT�I?IA GUARnRAILS ANP HANf7RAIL5:d 200' P,s,F, \ � . I EQUIPMENTCATFGORY MQUIPMFNTCATEGORY MINIMUM TABLE R402,4.1,1 GUAP.nRAILS IN-FILL COMPONENTS: 50 P,s,F, \ \ PEMFOZMANCE MAIN VVINDF0RCF-RF515T1N6 SYSTEM WIND LOAD_FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSUZF Pa a a PASSENGER VEHICLE CAAP.AGE5: 50 P,5,F, ' OIL-FIRED STEAM ANP POE 10 CFR PART 430 b d COMPONENT AIR BARRIER CRITERIA IN5lLA110N INSTALL,CRITERIA HORIZONTAL LOAFS VFRL1GAL LOADS RN I \\ HOT`WATER BOILERS 5l M3PAR1 B,APPENDIX N, AFUE 80% � \\\ WiND LOAD ROOF ROOM5 OTHER THAN SLEEPING POOM5: 40 P,S,F, \\\ < '500,000 BTU/H. A corttiruous air barrlie�r shall VELOCITY DIRECTION ANGI-E FND ZONE INTERIOR ZONE EN12 ZONE INTERIOR ZONE WWAR Installed In the Ixilldl envel Air-permea6le Insulation shall not be \O\ GENERAL WQUIREMENfs exterior thermal envelope contains a SLEEPING ROOM5: 30 PS,F, contlnraous air barrier.Breaks or joints used as a sealinq material. WALL ROOF WALL ROOF WINPWAW LEEWARD WINDWARD LFFWARD END INTERIOR in the air barrier shall be sealed. ROOF ROOF ROOF ROOF ZONE ZONE �i �i �i p I Q STAIRS: 40` P,5,F, GN /�I I 001 \N N O��i The air barrier in any dropped ceihnq 120 T1ZAN5WR5E 30'<ANGLE < 45' 25.7 17,6 20.4 14.0 9.9 -15.6 8.6 -15.4 _MC) li Ei IV Vi \ Ili/ or soffit shall be aligned with the 23.7 ALL ANGLES 22.8 -11.9 15,1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 FOP 51: 1 POUND/ 5Q, FT, — 0.0479 kPA, 1 SQ. IN. — 645 mm2 Insulation and any claps In the air The Insulation in any dropped telling CEILING/ Af-nc barrier shall be sealed.Access open- and or soffit shall be alicred with the 1 POUNn 4,45 N. 1, PIMEN51ON5 5HiALL TAKE PMECEDMNT OVER SCALE 19RAWIN65 CPO NOT ings,drop down stairs or knee wall air barrier, doors to unconditioned attic spaces a, ELEVA11-V GAP.AGE FLOOR5 TO 13E CAPABLE OF 5UPPORT, SCALE PRAVVINGs)' A 2,000 POUNP LOAP APPLIF-P OVER 20 50, IN. AREA, shall be sealed. 2,ALL INTERIOR WALL5 TO BM COVERED WITH 1/2" CW5UM L30ARP WITH The junction of the foundation and Cavities within corners headers 51 NGU CAM I�Y f?�51 n�NCB I N p101? NV I t?ON M�N1' METAL CORNER RMINFORCING,TAPE, FLOAT,AND 5AND C 3-COAT5). 6, APPLIE5 TO ATTIC 5PACE5 MEETING THE_ REQUIREMENT5 IN sill plate shall be sealed, of frame walls shall be Insulated by OCCUPANCY & H1-, CI.A551FICA11ON5 5�CTION 1202.4.1 & 120-4,1 SECT1oN RSo2.4,1 FOR CONVENT10NAL OILING JOISTS ANP 3,WALL5 COMMON TO GARAGE AND HOU5E TO HAVE A LAYER OF 5/8", The junction of the top plate and the completely flllinq the cavity with a FIRM RATED GYPSUM BOARD At GARAGE 51PM WITH 5'-0" RMTLIRN ON exterior walls shall be sealed, material having a thermal resistance MINIMUM MQ'D, PROP05FD SECTION P802,10,7 FOR T?USSEs, A1'1105 WITHOUT 5-rO .�F WALL5 Kne .E e walls shall be sealed, of R-3 per inch minimum. MINIMUM 5Q,Fr.OF NET GLAZED OIR WIX ADJACENT WALL5& CEILING, MANUFACTUMEP LUMBMM MO. 2 LAYERS thermal envelope Insulation for '� REQUIRED PROPJ5FD PF 5LO HT✓ 5LOPE HT✓ USE AtZEA iln/50'Ff' Al2EA% VFNf/SQ.Fr, Al2EA% A15,E TH05E WHERE THE MAXIMUM CLEAP. HT, BETWEEN JOI5T5 OF 5/8" FIRE RATED GYPSUM BOARD FMnP Hf. FUND Hr. framed walls shall be installed in & RAFT F-P5 I5 LE55 THAN 42 INCI-IE5, OR WKM THERE 15 NOT substantial contact and continuous TWO OR MORE AnJACENT TRUSSES W/ THE SAME WEC3 4,ALL BATH/TOILET AREA WALLS ANP CLG.ADJ,f0 WET AREAS TO HAVE alignment with the air barrier, I ST, �1-0012 1ST, �I�O012 WATER MM515fANT GYP,BP., OR WALL TiLE SET ON CONC.BD, OM ADP,MQ. KITCHEN 70 SQ.FT. 417 SO.FT. 6'-8" 7'-6" N/R 10�_0� KlfCH' N 70 5Q,Ff. 141 5Q.Ft. 34% 62 5Q.Ff, 15% CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 421' WINDOWS, SKYLIGHTS The spate between window/door HIGH PY 2 FT, WIPE, OR GREATER, I-OCA11W WITHIN T HF_ PLANE O O & DOOMS jambs and framing,and skylights and DINING RM. 70 SQ.FT. 293 SQ.FT. 61-8" T-6" N/R 10'_p� DINING PM. 70 5Q,Fr. 189 5Q,FT, 23% 176 5Q,FT. 21% } framinq shall be sealed. GREAT RM. 70 SQ.FT. 542 SQ.FT. 61-8" 7'-6" N/R 101 OF THE T PU55, FOR ATT1C5 WITHOUT 5TORAGE, THI5 LIVE -O" GREAT RM. 70 5Q.FT, NMP NOT PF_ A55UMEn TO ACT CONCU MNTLY W/ ANY GFN�I?AL TAMING NOTES RIM J015T5 Rim joists shall Include the air barrier. RIM Joists shall be insulated, � � BATH #1 30 SQ.FT. 35 SQ.FT. 6'-8" 7'-6" N/R 1O._01. BATH #I 30 50.FT. 9 5Q.FT. 26% 4.5 50PIT', 13% OTHER LIVE LOAi� REQUIREMENTS, Z Z Floor framirq cavity Insulation shall LAUNDRY RM. 70 SQ.FT. 128 SO.FT. 6'-8" 7'-6" N/R 10'-0" LANPW PM, 70 5Q,F1', 25 5Q.FT, 20% 30 5Q,Ff, 23.5% I.ALL WALLS, 2"X4" ANP 2"X6",f0 BE STUD GRADE OF BETTER I6" O.C., be Installed to malnain permanent e, INPIVIPUAL 5TAIR TMAP5 SHALL P3 PF-516NEn FOR UN- fl contact with the underside of subfloor ALL OTHER FRAMING MATERIAL TO BE *k2 POUGLAS FIR OR BETTER, decking,or floor framinq cavity. FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R 1p-01. FOYER N/R 17 5Q,Ft. 14% 21 5Q,Ft, 14% FORMEbLY f715TRIL -_t7 — L, OR A 300 L13, CONC�NTRA11;12 _ 2.ALL WOOF FRAMING IN CONTRACT WITH CONCRETE OR MA50NIZY FLOOR5<including above ciarage The air barrier shall be Installed at Insulation shall be permitted to be In BATH #2 30 SO.FT. 37 SO.FT. 5' T-6° N/R 10'-0" BATH #2 30 5Q.Ft, 6 5Q.Ff, 16% 3 5Q,FT, 8% LOAD ACTING OVER AN AMA OF 4 SQ," , WHICHEVER TO BF PRM55LM TRMATEP, and cantilevered floors) any exposed edge of Insulation. contact with the tap side of sheathing, PROnUCES THE GREATER s11?Es5E5, or contlraous Insulation installed on STORAGE N/R 36 SQ.FT. 6'-8" T-6" N/R 1 O'-0" 51'ORAGF N/R 10 5Q,FT. 28% 5 5Q.Ff, 14% the underoide of floc framirq and d, A SINGLE CONCENTIZATEn LOAD APPOEn IN ANY PIRECT10N 3,PROVIDM DOUBLE FLOOR J015T5 UNDER ALL WALL5 PARALLEL 1 J FUR. extends from the b to the tap of J015f 5pAN DIRECTION UNLF55 OIHERWI5F SPECIFIED. all perimeter floc ottom obtarq members BATH #3 30 SQ.FT. 68 SQ.FT. 5' 7'-6" N/R 1 O'_01, BATH #3 30 50.Ff. 10 5Q,Ff, 15% 5 50,FT, 7.5% AT ANY POINT ALONG THE TOP, z 4.PROVIPM X-BRACING OM 5OLIP BLOCKING Af A MAXIMUM OF 8'-0" O.C. STUDY 50 SO.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 1 O'_01. 5TLVY 50 5Q,FT. MC)5Q,Ff, 28% 9l 5Q,Ff. 19% FOM ALL DIMENSIONAL LUMBER FLOOR JOISTS, Exposed earth In unvented crawl Where provided Instead of floc- e. SEE SEGT10N R502,2,1 FOR 12ECKs ATTACHEn TO EX. WALLS spaces shall be covered with a Class irmi anon, Insulation shall be CRAWL SPACE WALLS 2W FLOOR 2Nt2 FLOOR 5.FLOOR CON5TRUCTION; 3/4" T. & G.PLYWOOD 5UBFLOOR. FINISHED I vapor retarder with overlappirlq permanently attached to the crawl- f, 6W,12 IN-FILL COMPONENT5(ALL TH05F: EXCEPT THE 61 MATERIAL TO BE APPLIED OVER"FLOOR, GLUE AND SCREW PLYiNOOP joints taped. space walls. M. BEDROOM 70 SO.FT. 328 SQ.FT. 6-8" T-6" N/R 91_011 M.BEDROOM 70 5Q,Ft, 107 50.FT. 33% 73 50,FT. 23% HANnRAIL) 13ALU5TER5 & PANEL FILLERS SHALL PrE PEE51GNEn c,) Z TO FLOOR J015T5, Duct shaftis,utility penetrations,and BEDROOM #1 70 SO.FT. 223 SQ.FT. 5' 7'-6" N/R g'_O" BEDROOM #1 70 5Q,Ft, 33 50,Ft. 15% 17 5off, e% TO WITH5TANP A HORIZONTALLY APPL EEP NORMAL LOAP OF 6.ALL WINDOW AND PR.HPR5.TO BF MIN.(2) 2"XIO" UNLE55 OTHERWISE SHAFTS,PENFTRAT10N5 flue shafts openirq to exterior or 5o L13, ON AN AREA EQUAL TO 15Q, FT, THI5 LOAP NMP NOT O SPECIFIED,ALL INt.NPRS.TO BF C 2) 2"XIO" UNLESS OTHERWISE SPECIFIED. unconditioned space shall be sealed, BEDROOM #2 70 SQ.FT. 24E SO.FT. 6'-8" 7'-6" N/R g'_0�� BEDROOM #2 70 5Q,F'r. 33 5Q,Ff. 14% 17 5Q,Ft. 7% PF_ A55UMF-P TO ACT CONCURRENTLY WITH ANY OTHER LIVE Batts In narrow cavities shall be cut to M. BATH 30 SO.FT. 172 SQ.FT. 5' 7'-6" N/R 91-01' M.BAV 30 50,Ff, 40 5Q.Fr. 23% 20 5Q,Fr, 12% LOAn REQUIREMENTS, 7.PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING W&L-5, f}t,a narrow cavities shall be filled by l NARROW CAVITIES insulation that on Installation readily M. CLOSET 1 N/R 42 SO.FT. 5' 7'-6" N/R g'_0" M.CL05Fr I N/R 5 5Q,F1r. 12% 2 5Q,Ff, 5% v 8.ALL BM5,TO HAVE ADMOI.IATE BEARING Af EACH ENP OR A5 5PECIFIEP, conforms to the available cavity q, APPLIE5 TO ATTIC SPACES NOT MEETING THr: space, M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R 91_01. M.CLOSET 2 N/R 5 SQ.Ft. 12% 2 SQ,Ft, 5% REQUIREMENT5 FOR STORAGE PER FOOTNOTE b, SEE SECT, 9,ALL FLUSH BM,AND J015f INTERSMCTlONS TO HAVE GALVANIZMG'HGMS. Air sealirrq shall be provided between HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 9'_0.. HALL/FOYER N/R 45 50.FT. 14% 23 50,FT, 7% 5�CTION R802,4,2 FOR CONVENTIONAL OILING J015T5 ANP 10.TYPICAL FXTFRIOR WALL5 ANP ROOF f0 OF 5HEATHFP WITH 1/' " EXT, GARAGE 5EPARAT10N the clarage and conditioned spaces. BATH #5 30 SQ.FT. 73 SQ.FT. 5' 7'-6" N/R g'_O�� BATH #5 30 SQ,Ft. 15 SQ.Ff. 16% 7 SQ.FT. 8% 5EC110N R802,10,6 FOR TRU55E5, FOR ATT1C5 WITH LIM111;P GRADE PLYWOOD,PLYWOOD TO SPAN OVER ALL PLATES ANP NEAI2ER5. STORAGE AMP CON5TRUCfFP W/ TRU55E5, THI5 L, L, NMP Recessed light fixtures Installed In the Recessed fight fixtures Installed In the LINEN CLOSETN/R 22 SQ.FT. 5' T-6" N/R g'_011 LINEN CLOSFf N/R 5 5Q.FT. 23% 2 5Q.Ft, 9% v J 11. PROVIDE IN5ULATiON BAf%FLF5 At EAVF VFN1'5 BETWEEN RAFTER, RECE55FD LIGHI1NG 6uildlnq thermal envelope shall be buildlnq thermal envelope shall be air ONLY 13E APPLIEf7 TO THO5E PORTIONS OF THE 130TTOM sealed to the dnrwall. tight and IC rated, BATH #4 N/R 52 SQ.FT. 6'-8" 71-6" N/R g'_011 BATH #4 N/R 20 SQ.Ft. 38% 10 SQ.FT. 19% CHOPP OF NOT LE55 THAN TWO APJACEN1-T PU55E5 W/ THE_ (� Batt Insulation shall be cut neatly to GUEST BED. 70 SO. FT. 287 SO.FT. N/R N/R N/R g'_O�� GUEST BED. 70 5Q.FT. 86 SQ.FT. 30% 62 SQ.FT. 22% SAME WE13 CONFIGURATION CONTAINING A RECTANGLE 4211 �U fit aound wiring and plum61noi in GF_NF_r,& F-LF-VA-nON NOTF-5 PLUMBING AND WIRING exterior-walls,or Insulation that on C 1067 MM) HIGH OR GREATER 13Y 2 FEET(610 MM) WIPE_ OR installation readily confoms to GREATER LOCATE;P WITHIN THE PLANE OF THE 1 rU55, THE available space shall extend behind I.EXT.FLASHING TO BE CORRECTLY IN5TAL1_FP Af ALL CONNMCTiON5 plpinq and wlrinq, ALLOWA F_ PM�C110N OF 5TI2UCTWAL RECTANGLE SHALL FIT PF-TM F-N THE TOP OF T HF. C30TTOM BETWEEN ROOF5, WALL5, CHIMNEYS, PROJFCTiON5,ANP PF- MTiZATiON5 M�Mf3�l?Sa,6,c _ �. �.��� 301 ,7 CHOPP ANP I'EH BOTTOM OF ANY OTHER TRU55 MEMBER, The air barrier installed at exterior AS REQUIRED BY APPROVED CONSTRUCTION PMAC11CM5. 5HOW1;R/TUB walls adjacent to shovers and tubs Exterior walls adjacent to showers& PROVIPr::P 11-tAT EACH OF THE FOLLOWING CRITERIA 15 MET: 2.GFNFRAL CONTRACTOR f0 PROVIDE AJ2FQUATM AMC VENTILATION & ON EXTERIOR WALL shall separate them from the shovers tubs shall be Insulated. Moog VENTS. and tubs, ALLOWA31F 1. 1H AT11C AREA 15 ACCE551I3LE PY A PULL-DOWN 5TAIRWAY STRUCTURAL M�MI3F_12 OR FIZ MEP OPENING IN ACCOPPANCE WITH SECTION 807,1, > 3. PROVIDE APPROPRIATE 5OFFIf VENTILATION AT OVFMHAN65. The air barrier shall be installed nF_FLF_CTION � ELECTRICAL/PHONE BOX behind electrical or communication 2. THE 1`RU55 SHALL HAVE A 130TTOM CHOPP PITCH <2:12 ON EXTERIOR WAL1_5 boxes or air-sealed boxes shall be RAFTERS HAVING SLOPES GI2�AT>;i211-LAN t Installed, h. ATYPIC SPACES 5ERVEI2 PY A FnP STAIR SHALL PEE 3 / 12 WITH NO FINISHER OILING ATTACH. L / I80 nE516NEn TO 5UPPORT THE MINIMUM LIVE LOAD 5PECIFIEn GIN[ tin PLUM131NG NOTF-5 HVAC register boots that penetrate TO RAFTF-P5: FOR SLEEPING RDOMS, Q WAC register boots Wildinq thermal envelope shall be sealed to the subfloor or drywall, INTERIOR WADS ANP PAl?11T10N5; N / 180 I, GLAZING U5E19 IN HANnRAIL A55EM13LIE5 ANP 61JAR125 Z I.PLUMBING 5U3C0NTRACI'OR TO BE RE51PON5I13LM FOR COMPLIANCE W/ When required to be sealed, FLOOR5 AMP PLA5SR CF LING5: L / 360 SHALL 13E PF-516NE12 WITH A SAFETY FACTOR OE 4, THE ALL APPLICABLE GORE AND SAFETY REQUIREMENTS. CONCEALED SPRINKLERS concealed fire sprinklers shall only be sealed In a mariner that is SAMTY FACTOR 5HALL 13E APPLIEn TO EACH OF THE no I � 2. IF WALL PLATES OM J015T5 ARE CUT DURING THE IN5fALLA11ON OF recommended by the manufacturer. ALL OTNPR 5VILICTURAL MEMBER5: 1­ / 240 CONCENTRATE-P LOAn5 APPL1E12 TO THE TOP OF THE RAIL, �PLUMPING FIXTURE5 OR EQUIPMENT: PROVIDE BRACING TO THE FRAMING Caulkinq or other adhesive sealants ANP TO 1HE LOA1� ON 1HE IN-FILL COMPONENTS, THESE n MR ALL APPLICABLE CODE5, shall not be used to fill voids between F-XTFIZIOR WALL5 W/ PLA5TR Or STUCCO � fire sprinkler cover plates and walls H / 1560 LOAP5 SHALL PF_ PEETERMINEf7 INnEPENbENT OF ONE or ceilings. FINISH: ANOTHr:EP, AN12 LOAP5 ARE A55UMF-P NOT TO OCCUR WITH _ GF_NF,k& HVAC 5Y51rM NOTF-5 EXTERIOR WALL5 - WIND LOAP!5 WTH L / 240 ANY OTE HR LIVE L OAD, BRITTLE FIN15HF-5: N I. MECHANICAL 5U3CONTRACTOR IS RESPONSIBLE FOR ADHERING t0 ALL I,OOp5, WALL5, ANP CF-IL-INC45 FLOOR5 ANn FOUNPATION5 EXTERIOR WALL5 - WINIZ LOAI25a WTH L / 120 APPLICABLE DE CO5 AND 5AFMY RMQUIMMMNT N 5, ov our5im AR. FLFXIDL.: FINISHES: 2.HVAC 5U3GONTRACTOR f0 FULLY COORDINATE ALL 5Y5TEM DATA AND NSLLA110N INSIL, INSIL.R U�PGTOIZ 012 Pf�A 012 RFQUIREMENfS WITH THE EQUIPMENT SUPPLIER, DEscRlpnoN u-FACroR x AREA - LA nESc�iPT1oN - LA RMALUE PTH ACTOR R-FAG1"OR X PERIMETER NO,E L-SPAN LENGM,N-SPAN Matt 3 n. TFE W1NIP LOAP 5AALL DE PERMITTEt7 TO M fAITN A5 0.7 TiME5 TFE COMPONENT Asp 3.HVAC 5UBCONTRACTOR TO PROVIDE FINAL 5Y5TEM LAYOUT DRAVANCA CEILING R-38 031 2,176 50Fr. 674 DA5EMENT WALL 2'-0'1 R-10 0,56 2,064 5Q.FT. 1,167 CLAV12ING LOADS FOR TIV PUW05E PF 1XTEIZMININ6 TFE t7MFLECTION WMirs WIT IN, & 5WMIT IT TO GENERAL CONTRACTOR, OWNEM,ANP FQUIPMFNT __ INTERIOR FLOOR IZ-S8 O,SI 2.450 5Q.Fr. 760 CRAft 5'Aa 2'-0 iZ-19 0.56 N/A b. FOR CAN tRWR MMMDER5,"V'SHALL DM TAKEN A5TMCE 1W LENar"OF Tim CMMLEVMR. SL&RPLIER FOP FINAL REVIEW.ANP APPRQVAL, UN-VATM 5LM 4" R-4.5 N/A 2.377 50 FT. N/A c. FOR ALUMINUM 5T11=11M WhVR5 OF PAKM5 USED IN ROOF .L 5 OR WA OF 5WROOM EXTERIOR WALL5 R-21 0,31 5,548 50.Fr, 1,714 ADDmON5 OR PATIO COVMR5.NOr%"ORIINC,EDGE OF CLA55 OR 5gVWC i PALLS.TFE Z �i �i �i p �i �i TOTAL LOAV i7EFLEC11ON SFIALL NOT'EXCEEi2 L/60.FOR 5AJIJWI01 PA.EL5 USErJ IN R0OF5 OR 1� Eli i\Gli NCY SCAPI�/ '\�SC Uli G'Pli N I NGS rOfAL AREA 1'S,'S54 SQ.Fr, TOTAL PROP05ErJ UA i 167 WALLS OF 51I�B200M AI7DrfIONS 0R PA110 COVERS.TFE fOfA LOAD 17EFLEC110N 5HN L NOT' D^� 14. WALL WINn W b SECT, R310 HF-A11NG & COOLING I. MINIMUM OF ONM EMEMGENGYMSCAPE AND RESCUE OPENING CRITFRIAZONF LIB S, O S, AN LOOPS MINIMUM ROOF L, L, IN POUNbS/ SQ, ET, OF RMQUIMEP IN EVERY 51._EEPING ROOM, DETAGI-�D ONE FAMILY WALLS. INSLLA110N HORIZONTAL I'120JEC110N - REF, DE5arnON U-FACTOR X AMA — UA 2.OPENING 51LL i- 16W TOM A MNXMUM OF 44 INCHE5 APOVF FLOOR, MOM:HEALING Mcool LNG 0,14 R-vALUE s-• N N N N 3, NET CLEAR OPENING 50Z TO BM A MINUMUM OF 5.7 5QUAM FEI;f, ROOF CEILING O,OSI ova L IZ-21 Uo-0,14 4337 5Q.Ff. 774 TRIi3UTARY LOAMP AREA IN 0. ,FT FOR QZ121�� 4. MINIMUM OF 5.0 5Q.Ff.RFQUIMI2 FOR GRAPE FLOOR OPFNING5. UNHEATEI2 SLAB ON GRADE 4.5 wlNDow R- .3/So.Fr, 0.35 712 SQ.Ff. 25o ROOT 5LOM FOF N��'�� N N N ANY 5TRUCT, M�MI3FW 5. MIN, NEf CLEAR OPENING 51LL Hf.LOCATED BELOW ADJ GROUNP MLEV. BASEMFNf WALL a.b, 0.1 DOOR N/A 0.35 481 SQ,Fr. 168 '� N N IN WINDOW WELL MO. ALLOW FOR PM.OR WINDOW TO BF FULLY OPENFP. CRAWL SPACE WALL 0,06 rorAL AMA553o so,Fr. O -200 201 -600 OVER 600 SCALE; 6. MIN.OF 9 SQUARE FRET IN HORIZONTAL DIMEN510N, MIN,WIPTHI OF 36" FLAT OR RISE LF55 THAN 4" PER 20 16 12 FOOT-(I:3) NOTE. 0M 5r, (ENCROACHMENT OF 6 INCHES PERMIf1EP FOR CAPPER OM STEPS) , DWG. NAME: 7.PFRMANENf COMPLYING LAM M OR 5TMP5 WHERE VFRL1CAL PEPTH MISS 4" MR FOOT'(1:3) TO LE55 INDICATES BEARING POINT LOAD 16 1-4 12 MXC V-N25 44 INCHES. THAN 12 PER FOOT'(I:I) THI5 LOAF MU5T BE TRAN5FEREP 2 I 0 2L} 'I +W1 ADEQUATE VERTICAL BRACING, 8.BLLKHFAD EN0L05UM5 WITH DIRECT EXTERIOR ACCF55 PERMITTFP RI5E 12" PM FOOT(1:1) r-,NF_RGY NOTES IF IN COMPLIANCEVVITH MINIMUM NET CLEAR OPENING RMQUIMEMFNr5, ANP GREATER 12 12 12 9, BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES NOTE: THE5E PIZAWING5 4Y_ IN51VUMFNf5 OF 5ERVICF & IRACTOR TO NOTIFY THE ARCHITECT AM THE PROPERLY OF TW ARCHITECT`, ARM RMLEA5ABLE OR RMMOVFABLF FROM IN5112E WITHOUT U5F OF MY, FOR 51: 15Q,FT, - 0.0929 m2, 1 POUND PER 5Q. FOOr- 0.0479 kra, % OF ANY ANP ALL WV1510N5 ME TO FELL? NO CHANGE5& OR MODIFICATiON5 SHALL BM DWG. NO.: TOOL OR EXCF551VF FORGE. I INCH REM FOOT- 833 mm/m. G Nf,AND OR GENERAL ALLOVVEP W/O VVRITTt;N AUTHORIZA-noN BY THE j CONTRACTOR WHICH PIFFMR FROM THE ARCHITECT,ANY RFPROPUCTiON IN PART'OR CON5TRUIGf.DRAVVIN05/5PFCIFICAlION5. WHOLE 15 STRICTLY PROHIBITED BY LAW, /� ✓J NAILING 5CN�n UL F- CONINTP FROM rM LE 5,2A MOOF+I FLOOR ROOF+2 FLOORS ROOF+5 FLOOR5 WALL NOT: WALL FIGHT 8' 10' 8' 10' 8' 10' rM5CR1nV'r DESIGN rAMC 5,1(AMERICAN FOREST&PAPNR A550CIA110N) TOP PLATE r0 WALL 181 I 21 I INPICATE5 PEARING POINT LOAM kA TH15 LOAM MU5r M TMAN5FEM t2 2 0 2� JOINT DESCRIPTION NUMDER OF NUMMIZ of NAIL 5rACIN6 ROOF PITCH RiPGE I'Va-if ADJU5rMENr FACTOR WALL WALL W/ AMQUATE VV"CAL PRACING, _ --- COMMON NAIL5 PDX NAIL5 Poor FRAMING O' C FLAK 0,58 0.72 0.66 0.51 0.70 0.86 RAFTER To TOr PLATE C TOE-NNI-M)QI6"O.C. c 5EE TAME!.AA) (5EE TAME'-E 5,4A) PER RATER <_6:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 WALL WALL I v 1 I NOTE: 11 I�S�PRAWN MY IN5TRUMt r5 OF SERVICE & T 10, 0.74 0.87 0.76 0.91 0.78 0.94 1 �j' I 21" C01WFZAGrol2-to NOnFY THE AI2cHITECr ARE 11E PMOPE IM OF TIC AZCHITECr, V - CEILING J015f TO TOP PLATE(TOE-NALEV) (5EE TADLE 5AA) (5EE TADLE 3AA) PER JOl51r 5' 0.72 0.86 0,75 0.90 0.77 0.93 i CLF-Af2 a OF ANY ANI:9 ALL RFV1510N5 tAoF r0 FELL? NO CHANGE5& OM MOI7IFICA1ION5 SHALL PEF Nr,ANTI OR GrNF-M ALLOWED W/O WRIMN AUTHORIZATION PY THE GELING JOIST To PARALLEL RAFTER (5EE TAME!5,9A) c SEE rMLE 5.9A) EACH LAP >6:12 10' 1.01 1.14 0,85 1.1 0 0.91 1.00 I I I CONTPACTOIZ WHICH DIFFER FPOM fW AZCHITFCr,ANY MMMOPUCTION IN PMr OR (FACE-HALED) 2 I,OI 1,14 095 1.19 0.91 1.14 I rOLEr, 1 SPA ANTI CON5T12UCr.I9MAAWING5/5PECIFICATION5, WHOLE 15 5TIZICTLY PMOHIDITF-P PY LAW. GELING JOIST LAPS ovER PARTITIONS 20' 1,15 1:29 1,04 1,19 0,99 1.14 I I I I „ 2111 S,,OyR SPACED (FACE-NAILED) (SEE TADLE 5,9A) C SEE TAVLE 5.9A) EPCN LAP 1 3 IN FRONT'OF OPNG, CLEAMANCE SCALE: I 1/2 COLLAR TIE r0 RAFTER(FACE-NAILED) C 5EE TAPLE 5.6) (5EE TAPLE 3 6) PER TIE rQ1LEr, 13ATI I ANb O MOCKING TO RAFTER(TOE-N ILEP) 2-or 2-IOP EACH VW ' 5HOWf M SPACED � V 1'A13L� 3,213 BOTTOM PLATS TO FOUN12A110N WALL RIM POAJ2 TO RAFTER(END-NTAILEP) 2-I6P 5-16P EACH EI q2 SCALE: I' I/2" S CONN�Cl IONS ( ANCHOp 130Lf5) M,51511NG ® Z WALL FRAMING �/�� G G TOP PLATE TO TOP PLATE C FACE-NALED) 2-160 1 2-16P 1 PER FOOT LMr--I AL AN12 5NF-AAP, L OA 25 MOM WI Nn z G 5"VENf�� �5"VENT '�"VENT--I 5"VENT I 5"VEN1T I �� TOP PLATES AT INTNR%C11ON5(FACE-N ILNP) 4-1612 5-1617 JOINTS-EA.5117E XpOSUp� (I SCM11°TIV�ALTERNATE r0 TABLE 3,2) ZL 5TU2 TO 5TI.12(FACE-NAILED) 2-1612 2-16P 24"O.C. I 1 I 1 I HEA2MR•fO HEA R(FACP-NALED) 16P 16P 24"O.C. FOR EW05UME5 D&C AND ALL WIND 5PEED5 I 1 1 TOP OR POfTOM PLATE TO 5ITN2 MAXIMUM ANCHOR DOLT h 1 I 1 I N (5EE TAME 5,5A) c 5EE TAPLE 5,5A) PER 51ty ANCHOR POUT PIAJVIETEM C IN.) 1.2.,., I 1 I e� (NNt7-NAILED) SPACING<IN.) J r SHOWER 5HIOWER i Jr \ -1j� U ' (p POfTOM PLATE TO FLOOR JOIST.VAJPJOIST 2-16D 1 5-16P PER FOOf I/2" 51 I 1 1 I 1 \ I V NND J0I5f,OR FLOCKING(TOE-NALEP) 1 I/2" 1 1 I I/2" j,[1/2" 1 1 1/2" 1 1 1/2"r 11/2'q 1 S FLOOR FRAMING 5/8" 48 1 I 1~ 1/2" 11121, 1 r 1 1 I \1 1 @ V N Wtl J0151"rO SILL,TOP PLATE OR GIRDER I I 1 I 1 1 1 1 1 1 v 2^I 1 4-8P 4-IOD PER JOIST PRESCRIPTIVE LIMITS Am PASED ON A55UMTnONS IN TABLE 5.2, 1 I I I I ('I'M-NAILED) 2 1 I 1 , 1 , I ����\ PRIPGINIG TO J015T(TOE-NALEP) 2-8D 2-TOP EACH END WHEN ANCHOR POLt5 Am USED TO RESIST UPLIFT,LATERAL&SHEAR LOA25,nit MAXIMUM I 5INK SINK I .SINK I 1 \�� \ ANCHOR Pat 5FACINIG SHALL NOT EXCEEP THE LE55ER OF THE rA ILATEP VA-UE5 FOR I I I \� � \ PLocT ING r0 JOIST(TOE-NAILED) 2-8P 2-TOP EACH ENP UPLIFT LOA75(TAME 5.20 OR LATERAL AND 5HEAR L-OA175(11AVLE 3 2P).FOR OTHER ANCHOR 1 VOLT LIMITATIONS,5EE 5NCTION'5.2.1:7 ANP 5.2.2.5, W G. , W C. W.C, \\\ VI-OCKINIG TO SILL OR TOP PLATE(TOE-MAILED) 5-16P 4-16P EACH BLOCK 5ECONP FLOOR 1 \\\\ STADLLATEP ANCHOR POI-T 5PACIN65 FOR LATERAL ANP SITAR LOA75 A55UME WALL5 Alm LEDGER$TRIP TO PEAM(FACE-NAILED) 5-16P 4-16P EACH J0I5r 5HEA1HE7 IN ACCORDANCE WITH 5ECTION 5.4,4,2,FOR OTHER WALL 5WATMNG 1YPN5,TILE 5' VENT 2" 2 4 2 �,pVFW tA3U-AWED ANCHOR DOLT SPACINGS SHALL PE DIVIDED VY THE APPROPRIATE 5HEATHING T'A'E \�� \� J015T ON LEDGER r0 PEAM(for-NAILED) 5-8P 5-1012 PER JOIST ADJU5fMENr FACTOR IN TAME 3,17P,PUr IN NO CA5E 5HALL MICHOR DOLT 5TACING EXCEED � 1 ��� ���\ ��.��\\ PANP Jo15r To J015r(ENP-NALED) 5-16P 4-I6D PER J015r 6 FEET ON CENTER. 1 1 �� �A �EEN PANP-015r TO SILL OR r0r PLATE(TOE-NALEP) 2-16P 1 - -16P PER FOOT 4LAn RAl CONNECTIONS SHiA L PE DESIGNED TO RESIST LOADS IN LADLE 5,5: ROOF SHEATHING / \ n1 1 \\�� r / u1 n1 \\ \ r 1 II/2�11/2'� i �\\ II/2''1 II/24 II/2� �� PLUMBING NOT�5 \ \\ woof 51RLICTLRPL PANELS 8P IOD (5EN TAME 5.10) 1 1/7'4 1 I/2'J 1 I I/2" I I „i 1 DIAGONAL POARD 5HEA1HING I I I I 11/2 1112,y I I I v2 1,PMOVIDE MATERIALS FOR WATER SUPPLY AND P15TMIPUTION 5Y5TEM5 I"x 6"OR I°x 8" 2-6P 2-IOP MR 51"ORr -rAMEI�G ,2C 51LL OP, 1301'1'OM PL-A1� 1'O FPN. 1 I � PER rAPLE5: P2904.4,1,P2904,5, & P2904.6, I"X 10"OR WIPER 5- 6 5-TOP PER SIrPORf CONNLC'nON5 < ANCHOR BOLTS) R�51511 NG SINK P.W. 5NK WASHER PRrER P.SINK P.SINK MA-r'j 5,OCn�5,WA5TF&VV.NT�VIZ'rAME3 PP5 15 007!i'&P3111.5 CEILING SHEATHING Cw5UM WALLPOA'J2 SD COOLER` 5D COOLER5 7"EDGE/10"FIELD UPLIFT LOA25 FPOM WI Nb - �Xp05UPF- 13 ° ARCHITECT:ANY I�PRODUCTION IN PART OM WI IOI.E w•c, w,c: FIRST FLOOR WALL SHEATHING C PRESCRIPTIVE AL1 ERNA1 E r0 rAMr 5,2) " 2' 2' 4" " 4" 2" 2" WOOF 5 IMICTURAL rAJEL5 SP IOP (5EE rMLE 5.11) C.O. G.O, 5TRUCTURAL FIMIWOA02 PANELS 700-YIZ,WINP SPEED 110 115 120 Mo 140 150 160 170 180 195 1 I/2° II GA.6&V, - 5"EDGE/6"FIELP 5%CONP 6U5'r <MPH) TO APPROVED �J ROOFING NAIL (0.120"X I I/2'L. 51LL OM DTrM,PLATE r0 C.O. 4 4" SANITARY SY5 X 5/8"HEAR) FPN ANCHOR DOLT- PL, FOUNDATION MAXIMUM ANCHOR DOLT SPACING(IN.) 4 25/52° a GA.N6 N - 5"EDGE/6"FIELP CONNECTION ME515TING SIZE 5LVPO"N6 1,2 I/8"sLorErERI' p�UM131NG pl5�p nIAGt?AM �� ROOFING NAIL I/-all PER I' (0.120"X 11/2"L. 8' ENV ZONE5 4"TRAP \ \ X 5/8"HEAT) GYPSUM WALLPOARD 57 COOLERS sD COMER5 7"EDGE/io"FIELP I -5 5TORIE5 72 71 57 45 55 50 27 24 22 HAMWARP 8P 8D (5EE rADI.E S,II) 2X4 1\`1• \\ INTERIOR ZONES �L P lACiOEPOARDW 51-V eP 8n (SEEMANIlFAcrJ TA13LF- 3AA W1�I? ANTI/ Ok OILING J015T TA13IF- 3,6 pinGF- CONNF-CI ION TA13L� 3,9A T�12/ OILING J015T �IF-F-L O O ' I -5 STORIES 72 72 66 50 41 55 51 28 26 25 DIAGONAL PO" SHEATHING 2-SP 2-IOD PER SUPPORT LPL1FrLOADS r-Mr-NT5 FOp WIND ( CON1'INXP� JOINT CONNF-C110N p�QUI�MF-NT5 < CONY 12) "X a OR I" 5-aP 5-10P PER 51.rPORf e' ENP zoNEs TO TOp I�IAT� LAT�I?AI ANTI SN�AI? I��QUII2 1 FLOOR 5HEATHING 1 -5 5rMF-5 72 72 68 51 42 36 52 29 26 25 CONNFIC110N Fr-QUII2r-Mr-NT5 - �X1�05UI2r- 13 �XI�05UIlr- 13 (MAP LOAD A55UMPTION5: ROOF A55EMDLY PL - 10 P5F) v WOOF 5TRUCfuz&PAJEL5 2X6 SFOUIVALEW CONNNCTION5 ARE REQUIREP FOR CEILING J0I5rTO CEILING J015T LAP SPLICES, z \ z I"X 6"OR I"X e" 8P Top 6"EPGE/12"FIELD INTEMIOR ZONES I"X 10"OR WIPER IOP 16 1? 6"EDGE/12"FIELD (PRESCRIPTIVE ALTERNATE TO rA13LE 5,4) 4TADILATEP HEEL JOINT coNwcnoN REQUIREMENTS DD Nor INCLUDE THE ADDITIONAL 700-YR.WIND SPEED 110 115 120 00 140 150 I60 170 160 195 WEa f OF THE CEILING A55NMPLY. DIAGONAL POA'J2 51-EATNING I -3 STORIES 72 72 72 60 49 42 37 34 31 27 700_Yt2 WIND SPEED 3 SECOND GUST (MPH) l�l 1"X61,OR I"x s" 2-SP 2-lot? PER 5U'PORf 110 115 120 Mo 140 150 160 170 180 195 5TA LLATEP HEEL JOINT coNNECnoN REQUIREMENr5 ASSUME CEILING J015T5 OR RATER T1E5 I"X lo"OR WIPER 5-SP 5-TOP PER 5UPPORf I PRESCRIPTIVE LIMI•f5 ARE PA5ED ON A55UMPTION5 IN TAME 5,2, 5 SECOND 6U5r <MPH) ROOF 5PAN REQUIMEP CAPACITY OF RIDGE CONNECTION ARE LOCATED AT THE 001 rOM OF THE ATTIC SPACE,WHEN CEILING JOl5r5 OR RAFTER TM5 ROOF PITCH C FT.) C rLF)1.2•1.4 AM LOCATED NIGHER IN n-E AT11C SPACE,NO ATTIC 5TORAGE 15 A55UMEP,ANP'ME 2NhEN ANCHOR Pars ARE USED TO RN5151 IrLiFt,LATERAL&SHEAR LOADS,THE MAXIMUM RAFTER/CEILING JOIST WALL HEIGHT NUMDER OF 8P COMMON NAILS OR IOD PDX ANCHOR VOLT SPACING 5HA.L NOf EXCEED 11-E LESSER OF THE tAPLLATEP VALUES FOR 5FACIN6 (IN.) C FTJ NAILS(rMNA1LEP) REAP,IN EACH RAFTER& FO LLATEP HEEL JO 5. CONNECTION REQUIREMENTS SHALL DE INCREASED PY 14 E 12 65 77 88 115 159 168 199 251 266 521 FOLLOWING FACTORS. LMrf LOA125 c TAPLE 5,20 OR LATERAL ANP 5HEAR LOA25(rAVLE 5:2V),FOR OTHER ANCHOR / OR CEILING J015r TO TOP PLATE CONNECT, 16 87 102 118 150 186 224 26!7 508 554 428 z Pat LIMITATIONS,SEE SECTION 5,2.1,7 ANP 5:2.2.5. �'2"D'� CEILING HEIGkT"/TOP 8 2 2 2 2 5 5 5 5 5 20 109 126 147 166 252 280 551 585 445 556 HEEL JOINT CONWC110N T HALING TIVE N NMN6 5 ARE V r5 5 AL WALL 5 V WHERE HALED 6"ON-CENTER AT THE PANEL EDGE: 12 4:12 24 01 15i, 176 226 279 556 597 465 552 645 DILATE-TO-ROOF RIPGE ADJU5tMENr FACTORS ALTERNATIVE HALING SCHEDlLES 5HALL VE USED WHERE WALL SHEATHING HALING 15 RT:PUGED. 10 2 2 2 2 5 5 5 5 5 5 HR I-EIGHT C N�/H■) FOR EXAMPLE,IF WALL SHEATHING I5 NALED 5"O.G.AT THE rANEL EDGE TO OVrMN HIGHER SHEAR 28 155 179 206 265 525 592 464 540 620 750 7- CAPACITIES,NAILING REQUIREMENT5 FOR 5TRUCfURAL MEMVER5 5-IALL PN POLMVP,OR 8 2 2 2 5 5 5 5 5 5 5 52 174 204 255 501 572 448 550 617 709 857 112 ALTERNATIVE CONNECtOR5 SHALL PE U5EP TO MAINTAIN THE LOA7 PATH. TA13L� ,3A4 5/ 8" ANCHOp 130LT5 " F 12N. 51LL 16 10 2 2 2 5 5 5 5 5 5 4 56 196 250 264 558 418 5O4 599 6-94 797 964 1/4 2,Oo O z 2W-EN WALL 5HEATHNNG 15 Cowwou5 OVER CONNECTED MEMVER5,THE rADLLATED NUMMIZ OF f'LA1� CONN�C110N I2�51511 NG SN�AI? 24 8 5 5 5 4 5 5 5 5 5 5 12 51 60 69 88 109 M2 158 152 209 255 115, 1.25 5HIALL VN PNRMIT'TEP TO VN REDUCEP-TO 1-16D NAIL PER FOOT, I� G 10 5 5 5 4 5 5 5 5 5 6 16 68 80 92 118 146 176 206 242 279 557 116 1.20 LOAn5 MOM 51-15MIC. (PME5CRIPTIVE ALTERNATE roTA13LE 5,5) O 20 85 ICX� 115 147 182 220 260 505 548 421 I/10 1.11 � 5:12 24 102 119 150 177 219 264 512 564 410 506 NOMi LATERAL DEFLECTION Cr THE RAFTER MI-OW n-E RAFTER TIE5 MAY EXCEED 5/4 INCH r� 1� -ram WAN-HEIGHT 8' 10, 28 119 159 161 206 255 508 564 424 488 590 WHEN RAFTER nE5 ARE LOCAMP ABOVE ONE-THIRD OF THE TOP PLATE-TO-ROOF RIDGE HEIGHT, '' 130LT5 SILL r LA I f� MINIMUM 5PC A 5PC D 5PC C TOP PLATE To ADJ.FACTOR 32 156 159 184 256 292 552 416 485 557 674 H OR WHEN H 15 GREATER 11M 2 FEET AJD MAY REQUIRE A7PMONA.CON5IPERATION, l TA3LF. 3,2A 5/ 8 ANCHOR RIDGLHIr.(Fr.) 56 155 179 207 265 528 596 468 545 627 758 V c' FOUNDATION DUILPING L/ W L/ W L/ W l0. I.00 I•o0 TO FOUN12ATION CONNI C01ON5 M-51,11NG 5UPPO"NG PIMEN510N5 I 1,5 2 2,5 5 I 1,5 2 2,5 5 I 1,5 2 2:5 5 5 15 1.15 1,25 12 48 55 65 81 99 119 141 164 188 227 5NF-AP, LOAn5 TOM WIND F-X1�05UPF- P. w (Fr,) NUMMIZ OFDOLr51ZEQUIMEP rOALLEVINEACH ,NOMO-fRAFTROTOEIN6J01Ar 20' 1,40 1,50 16 65 74 85 108 I55 159 188 218 250 502 TA13LF- 3,101200E 5NF-ATNING ATTACHMF-NT 1.2.8.4,6A INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING JOIST WHEN FA5TENEP TO A 2X4 TOP PLATE OR'-'5 TOENAL5 IN EA,SIDE 20 79 92 106 155 166 199 255 275 515 578 (PRE5CRIPTIVE ALTERNATE rO rAMF,5,2) \S� 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4w-cm Tar PLATE-To-RIDGE HE1GHr5ExcEw lo',n-E 5HALL 6:12 28 1195 129 148 188 199 252 259 589 582 456 529 12�QU1I?� FOP, WIND COATIS �XI'OSUI?� f3 16 I I I I I I I I I I I I I I I pE ADJInTEP As FOLLOW`; 52 127 148 169 215 265 519 576 456 501 boy 20 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 _ TAME SPrnN12�u5r 110 115 1:?O I50 140 150 160 170 180 195 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 56 145 166 190 242 298 558 425 491 564 680 7 'WIN P I10 115 120 150 140 150 I60 170 I80 195 28 1 1 1 I 1 1 1 2 2 2 1 2 2 2 5 5 SECOND GU5r C MPH) 12 49 55 62 76 94 112 152 155 179 211 �� 52 1 1 1 1 7 - 1 1 2 27 - 2 2 2 57 - I6 65 75 82 102 125 149 176 204 255 281 RAF1�R/ 5TIZUCTU AL SHEATHING 5/8 ANCHOR DOI-TS 7 7 7 MAFTI R/ DUILPING DIMENSION 56 I I I I - 1 2 2 2 - 2 2 5 5 - Arm, G /� 20 81 95 105 127 156 187 220 254 291 551 TI2U55 11ZU55 E F E F E F E F E F E F E F E F E F E F FOUNDATION TA13LF, �,SA TOp ANi� BOTTOM IFIAT� TO 5TUn SHEATHING FRAMING PERPENDICULAR r0 7;12-12:12 24 98 I10 125 155 187 224 265 505 550 421 , �FOMNG NUMMIZ OF DOLTS REQUIMEP 12 1 1 1 1 1 1 1 1 1 I I I I I 2 LOCATION SPECIFIC SPACING MAXIMUM INAL 5PACING FOR 8P COMMON NALL5 SILL PLATE(FT.) IN SILL PLATE12'' 16 I I I I I I I I I 2 I 1 2 2 2 LAT�I?AI CONN�C110N5 �012 WINn LOADS 28 M 147 164 178 25i 261 507 556 466 491 (INCHE5) 2 20 1 1 1 1 1 1 1 2 2 2 1 2 2 2 5 52 I50 147 164 204 250 299 551 407 466 562 GRAVITY,G C7R TOP DOX NAILS(INCHES,O,C,) 12 2 2 2 2 2 2 3 5 5 4 24 1 1 1 1 2 1 2 2 2 2 2 2 5 5 5 F-XI'05UI?r- 13 C PRESCRIPTIVE ALTERNATE TO rAr3LE 5.5> 56 147 165 185 229 281 556 595 458 525 652 12 6 126 12 6 12 6 126 12 6 12 6 12 612 6 126 12 I6 2 2 2 2 5 5 3 4 4 5 28 1 1 1 2 2 1 2 2 5 5 2 5 5 4 4 0,49 16 6 126 12 6 12 6 126 12 6 126 12 612 6 12 6 12 52 1 1 2 27 - 2 2 5 57 - 2 5 4 57 - FRAMN6 N CONNECTION WITHIN NREMENfS SHALL PE PERMITTED TO DE MILTIPLIED VY 0.70 FOR 19.2 6 126 12 6 12 6 126 12 6 12 6 12 612 6 12 6 12 20 2 2 5 5 5 4 4 5 5 6 56 I 2 2 27 - 2 5 5 57 - 5 4 4 57 _ 700-YR.WIND SPEED 110 115 120 150 140 150 I60 170 180 195 FRAMING NOT'LOCATED wTTHN 8 FEET OF DUILPING coRNNRs, ,N fFRIOM 24 6 12 6 12 6 12 6 126 12 6 12 6 12 612 6 12 6 12 5%CONP GU5r C MPH) 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 2rA9LLATED CONNECTION REOUMMENr5 ARE PA5ND ON rOfAL wLIFT MINU5 THE Roor ZONE 12 6 126 12 6 12 6 126 12 6 12 6 12 612 6 12 6 12 > 24 5 5 5 5 4 4 5 5 6 7 WALL HEIGHT NUMMIZ OF 16P COMMON NALL5 OM 40D DOX A55EMDLY DEAD LOAD OF 6 r5F c o.6 X to r5F-6 P5F) 16 I I I I I I I 2 2 2 1 2 2 2 5 0,42 16 6 126 12 6 12 6 12612 6 126 12 6 12 6 126 112 STUD SPACING (IN.) (FT.) NALE5 PER 5TW r0 PLATE CONNECTION.1.2 28 5 5 5 4 4 5 6 6 7 8 20 I I I I 2 I 2 2 2 5 2 2 5 5 4 3rA3u-ATEP CONNECTION REQUREMENT5 ARE PASED ON A 12 INCH RIDGE CONNECTION 19,2 6 126 12 6 12 6 12 6 12 6 12 6 12 612 6 12 6 12 24 1 1 2 2 2 2 2 5 5 5 2 5 4 4 5 8 2 2 2 2 2 2 2 2 2 2 SPACING,FOR DIFFERENT RIDGE CONNECTION 5TACING,MULTIPLY THE r OLLATEP VALI.IE5 PY 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6126 6 6 6 52 5 4 4 4 5 6 6 7 8 9 28 1 2 2 2 2 2 5 5 4 4 5 4 4 5 6 to 2 2 2 2 2 2 2 2 2 2 THE A�TROTRIATE MULTIPLIER PELOW: POOP & I FLOOM 52 1 2 2 57 - 2 5 4 47 - 5 4 5 67 - 12 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 6 6 6 6 6 12 2 2 2 2 2 2 2 2 2 2 RIDGE CONNECTION STAGING c INJ 12 I6 19.2 24 48 56 4 4 4 5 6 6 ' 8 9 10 56 2 2 5 -57 - 5 4 4 57 - 4 5 6 77 - 12 14 2 2 2 2 2 2 2 2 2 5 0.49 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 MLLTITLINR I•oo 1,55 Ib0 2,00 4.00 1912 6 126 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 Q 40 4 4 5 5 6 7 8 9 10 11 I 16 2 2 2 2 2 2 2 2 2 5 q PERIMETER 24 6 126 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 Z PMESCRIPTIVE LIMITS PRF DASEP ON A55UMPTIONS IN TABLE 53, FOR JACK RAFTER LruFT CONNECTION,u5E A ROOF SPAN EQUAL ro rMGN THE JACK RAFTER IS 2 2 2 2 2 2 2 2 5 5 LENGTH.THE JACK RAFTER LENGTH INCLUDE`THE OVERHANG LENGni ANP THE JACK 51"AN, EDGE 50 5 5 6 7 8 9 to 11 12 14 2ANCHOR DOLT5 5HALL DE UNIFORMLY DI5TRIDUTEP ALONG THE LENGTH OF THE 51LL PLATE,5EE 20 2 2 2 2 2 2 2 5 5 5 ZONE 12 6 12 6 12 6 2 6 �12 6 6 6 6 6 6 6 6 6 6 6 6 5ECTION 5,2,1,7 FOR ANCHOR DOLT"LIMITATION5, 0.42 16 RjJ6 6 2 6 6 6 ��6 6 6 6 6 6 6 4 4 4 4 8 2 2 2 2 2 2 2 2 2 2tv0 60 6 6 7 8 9 10 I I 15 14 17 $SILL PI A7E5 AM ASSUMED t0 DE TREATED SOUTHERN PINK, 10 2 2 2 2 2 2 2 2 2 5 19,2 6 6 6 6 6 6 6 6 4 4 4 4 4 4 5 5 12 2 2 2 2 2 2 2 2 5 5 24 6 6 6 6 4 4 4 4 4 4 4 4 70 7 7 B 9 10 12 13 15 17 20 4w-rm�LATERAL FORCE RE515TING 5Y5TEM 15 OTHER THAN WOOF 5TRUCTI.M PANEL%fA1Z I� G GADLE ENPWA L WALL5IHE NUMMIZ OF ANCHOR DOLT MEQUIREP SHALL DE INCREASED PY MULTIPLYING PY 5,25. I6 14 2 2 2 2 2 2 2 5 5 5 TAI3L� 3,9A T�I2/ C�IL I NG JOIST N��L m oR RAf� 0.49 - 6 6 6 6 6 6 6 6 4 4 S� 80 7 8 9 10 12 15 15 17 19 22 16 2 2 2 2 2 2 5 5 5 4 Tlaass w/ Lr TO STHE NUMMIZ OF FOUNDATION 5IL PLATE ANCHOR DOLr5 CAN DE DMI;RMINEP For OTMiz LOAD IS 2 2 2 2 2 5 5 5 4 4 JOI NT CONN�C110N 12�QU1 M�NTS I'RAKE OVERHiANG 0.42 - 6 6 6 6 6 4 4 4 5 5 -� 20 5 5 4 4 5 5 6 7 7 9 CASE5 PY MULTIPLYING PY THE APPROPPIATE ADJU5r,FACTOR GIVEN IN THE FOOTNOTE 5,5A, 20 2 2 2 2 2 5 5 5 4 5 (PRESCRIPTIVE ALTERNATE TO TABLE 59) 5WATHING RAFTER/TRU5` MINIMUM NUMPER OF St?COMMON NAL5 SIZE SPACING C IN,OC,) PNR 5L1'I'ORf 24 4 4 4 5 6 6 -7 8 9 10 6EFFECTIVE 5N5MIC WEIGHT USED TO DETEMMINE FOUNDATION 5LL PLATE ANCHORAGE LOAD e 2 2 2 2 2 2 2 5 5 5 ROOF LIVE LOAD GROUP 5NOW LOAD INCLLM5 20% OF GMOUNP 5NOW LOAM"MME THE GROUNP SNOW LOAD EXCEED5 50 P,5.F,5 P5 10 2 2 2 2 2 2 5 5 5 4 IX6 OR IX8 12-19.2 2 2 2 2 2 2 2 2 2 2 � N 28 4 4 5 6 6 7 8 9 10 12 USED FOM 5PC A,D,C,P,P FIND D ARC A5 FOLLOW5: 5 - 0,17 FOR 50C A,0,55 FOM 512C P.0.5 20 P5F 50 P5F 50 P5F 70 P5F FOR SDC G,0,76 FOM WC� g0.85 FOP SPC D „1,17 FOR SPC D�, 12 2 2 2 2 2 5 5 4 4 5 Ixlo OR LARGER 12-19,2 5 3 5 5 5 5 5 5 5 52 5 5, 5 6 7 8 9 10 12 14 16 14 2 2 2 2 5 5 4 4 4 5 ROOF 5PA�1(M) - WLl FOP NUMDEROF FOUNDATION 5ILL PLAT- ANCHOR DOLT515 DA5E5 ON A DUILPING LENGTH,L 16 2 2 2 5 5 5 4 4 5 6 12 24 56 12 24 56 12 24 56 12 24 56 E-NAL 5rACING AT PANEL EPa5 F-NAIL 5rACING AT INTERMEDIATE 5UTPORf5 IN PNL.FIELD<MJ �� '�� > EQUN-TO 80 FEET, IS 2 2 2 5 5 4 4 5 5 6 1 FOR ROOF SHEATH.W/IN 4'OF THE PMIMETER EDGE OF ROOF,INCL.4'ON EA.51M OF ROOF PEAK, �� � y �� 56 5 6 6 7 8 9 IO 12 15 I S RAFTER RAFTER REQUIRED NUMPER OF 16P COMMON OR 1HE 4'PERIMETER EDGE ZONE ATTACHMENf REQUIREMENIT5 SHALL VE U5EP. 2 FOR WIND 5TEEP5> �` ROOF & 2 FLOORS 20 2 2 5 5 4 4 5 5 6 7 SLOPE 5rACINIG(IN.) 4oD VOX MAILS PER HEEL JOINT'CONNECTION 40 6 6 7 8 9 10 12 15 14 17 1 Tt SGRITnVE LIMITS Am PASED ON A55UMPnON`IN TAME 5.5. 12 5 5 8 5 6 9 5 9 15 6 12 17 THAN 150 MPH,MOCK.IS REQ.WHICH TRANS,SHEAR LOAZ TO t0 2 ADDInONA JOIST5(5 JOIST TOT,) I: �, A t j 50 7 8 8 10 II 15 I� 16 18 21 TA1 , �,�L3 130TTOM MA1� TO f OUNPAVON 2 5:12 i6 4 7 l0 4 8 12 6 12 17 8 i5 25 , > > >r TA3LLATED FRAMING LOADS ANP CONNECTION REQUIREMENTS SHWLL PE PERMITTED TO PE 19.2 4 8 12 5 10 14 7 14 21 9 18 27 a, 1 MILnPLIEP PY 092 FOR FRAMING NOf LOCATED WITHIN 8 FEET OF CORNERS, ..�c�� �- 60 8 9 10 11 15 15 17 19 21 25 CONNF-C110N5 < ANCHOI2130LT5> PF-51511NG 24 5 10 15 6 12 16 9 17 26 12 25 54 TAI3LF- 3.I I WAIL 5NF-A-rHING ANTI CLAPPING ( ' 70 10 10 11 M I5 17 2D 22 25 29 ��? �I20M SEISMIC, 12 5 4 6 5 5 7 4 7 10 5 9 15 � 1 z 4:12 16 5 5 e 5 6 9 5 9 15 6 12 17 ATTACHMF-NT FOP, WIMP LOAnS �� °212 off' 8, 19.2 5 6 9 4 7 11 6 11 16 7 14 21 �QF 94 80 II 12 115 15 17 20 25 25 28 35 I� G 28 5 6 6 7 8 10 11 12 14 16 TAI3LF- �,6 kInGF- CONNF-C110N 24 4 8 II 5 9 15 7 IS 19 9 17 26 �XpOSUI?� 13 O O O 52 6 7 7 8 10 II 12 14 15 18 FOR SEISMIC DESIGN CATEGORIES A�D,C,P°,D„ &P2 p�QUIIQG G 12 5 5 5 5 4 6 5 6 8 4 7 11 700_Yr.WIND 5PEEP O E �- I�M�NT5 I OI2 WI Nn 5,12 I6 5 4 6 5 5 7 4 7 11 5 9 14 5 5ECONP GU5r (MPH I10 115 120 150 140 150 I60 170 ISO 195 56 7 7 8 9 11 12 IA 15 17 20 ANCHOR DOLE DIAMETER(IN,) MAXIMUM ANCHIOR DOLT b I� 19.2 5 5 7 5 6 9 5 9 15 6 II 17 5PACING<INJ' F-Xr O�jUr\r- 13 (DEAD LOAD A55UMPTION5:ROOF A55EMDLY M - 10 P5F) 24 5 6 9 4 7 11 6 11 16 7 14 21 5TI2UCTWAI-SHEATHING 40 7 8 9 10 12 15 15 17 19 22 11211 67 12 5 5 4 5 5 4 5 4 6 5 5 e E F r F F F E F r F E F r F F F E F E F ROOF &5 FLOORS 50 9 10 II IS 15 17 19 21 24 28 5/8" 72 700-W.WIND 5PEEP I10 115 120 150 140 150 160 170 00 195 7:12 16 5 5 5 5 4 5 5 5 B 4 7 to 5HEATHING 5TUP SPACING MAXIMUM NAIL SPACING FOR 8P COMMON NAIL-5 .r 5 5ECONP GU5r (MPH) 19.2 5 4 5 5 4 6 5 6 9 4 8 12 LOCATION' <INCHES O,C,) OR 100 PDX NAL5(INCM5,O,C.)2•' � "r N N 60 11 12 1,5 15 17 20 25 25 28 55 1 1'APILATED ANCHOR DOLT 5rACIN65 A55UME SHEAR WALL ARE 5HEATHEP IN ACCORDANCE WITH 24 5 5 7 5 5 8 4 8 I I 5 10 15 N N N Wtl ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION 12 6 12 6 �12 6 12 6 12 6 12 6 12 6 112 6 12 6 12 6 12 5EcnON 5.4.4.2.FOR OTHER WALL 5HEAMING TYPE5 THE rADLLATED ANCHOR Par 5rACING5 ROOF PITCH :z�,, 12 5 5 5 5 5 5 5 5 5 5 4 6126 70 IS 14 15 17 20 25 26 50 55 59 51•IALL VE MU IFLYEP PY THE APPROPRIATE SHEATHING TYPE A7JUSTMENT FACTOR IN TAME C FTJ <PLF) IN1 ERIOZ ZONE I6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5.I7D,FOR ANCHOR Par LIMITATIONS 5EE 5EcnON 5:2,1,7. 9:12 16 5 5 4 5 5 4 5 4 6 5 5 7 24 6 12 6 12 6 126 126 126 12 6 12 6 6 6 6 6 6 SALE; 12 77 91 105 156 169 205 245 284 527 597 19.2 5 5 4 5 4 5 5 5 7 5 6 9 80 14 16 17 20 25 26 50 54 58 44 2WALL VOrrOM rLATE5 ARE A55UMED r0 VN TREATED SOUTHERN PINE. 16 105 121 141 182 226 274 525 579 456 529 24 5 4 5 5 4 6 5 6 9 4 8 12 PERIMETER 12 6 12 6 12 6 12 6 �12�6 .12 6 12 6 12 6 12 6 12 6 12 1/ 411 1 ' .-011 a°`A ICHORAGE RNQu1RED TO REsrsr LATERA LOA7s SHALL PE DETERMINED IN THE FOUNDATION 20 126 152 176 227 282 542 406 475 545 661 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 DE51GN PER SEcnoN I.I.4• 5;12 24 154 182 211 272 559 410 487 568 654 795 12 5 5 5 5 5 5 5 5 4 5 5 5 EDGE ZONE 24 6 12 6 12 6 126 126 12 6 12 6 6 6 6 6 6 6 6 28 150 212 246 518 595 479 568 665 765 925 16 5 5 5 5 5 5 5 5 5 5 4 6MCA, NAME: 1 PRE5CRIPTIVE LIMIT5 ARE PA5EP ON A55UMrnON5 IN TAME 5,2: 52 206 245 281 565 452 547 649 758 875 1057 12:12 19.2 5 5 5 5 5 4 5 4 6 5 5 7 DOAW 5I TEAT LING OM LAP 51PING 2ANCHOR Pars 5HALL PE UNIFORMLY D15TRIPmv ALONG THE LENGTH OF THE SILL MATE. 56 251 275 SI6 409 508 616 750 852 982 1190 24 5 5 4 5 5 5 5 5 7 5 6 9 5HEATNING RAFTER/M55 MINIMUM NUM'DMM OF 8P COMMON NAIL-5 PL UMNNG I215FT/ FOR ANCHOR PaTLIMITAnON55NN 5NCTION 5.2.1.7, 1 SIZE 5PACING(IN,O.C.) OR TOP PDX NAIL5 PER 5U'PORT NAILING 5CHWULF- HEEL JOINT CONNECTION ARE NOT'REQUIREP WHEN THE RIPGN 15%MORTEP PY A LOAD 551LL MATE5 ARE ASSUMED TO PE'TREATED SOUTHERN PINE. (CONTINLTEP IN NEXT COLUMN) NEARING WALL,HEADER OR RIPGE VEAM DE5IGNEP TO RE515r THE APrLIEP LOA25. IX6 oR IXS 12-24 2 2 2 2 2 2 2 1 :2 2 2 IXIO G>t2 LARGER 12-24 5 5 5 5 5 5 5 5 5 5 4f,WULATVP SHEAR CAPACITY 15 TA II-ATEP PA5EP UPON A 10 FT,HEIGHT Ad2 to FT,ror rLATE 2WHEN THE INTERMEDIATE%woRf of THE RAFTER 15 rROVIDED PY VERTNAL 5nRUf5 OR TO RIPCE HEIGNr:FOR OTHER CONPITION5,MLLTIPLY VALUE PY THE FOLLOWING C wr-. rM LIN5 TO A LOAPPEA2ING WALL,THE TADLLATEP HEEL JOINT CONNECTION REQUIREMENIT5 E-NA-5PAGING AT rA 1-EPGE5 F- NAL SPACING AT INTERMEDIATE 5U'PORr5 IN rNL.FIELP(IN,) MC. NO.: SHALL VN TERMIT'TEP r0 PN REPUCEP rROPORTIONALLY TO THE REPUCTION of THE 5rAJ. I FOR WALL 5HEATHIN6 WITHIN 4'OF THE CORNER`,n-E 4'EPGE ZONE ATTACH,MO.SHALL PE USED, (CONTINUED IN NEXT COLUMN) 2 rA3U ATEP NAIL STAGING ASSUMES SHEATH,ATTACH.To STU2 FRAME.MEMPERS w/ o.42<q<o:49, A-6 FOR EXr,rNIL,SIDING,GA-V,VOX NAL5 SHALL VE TNRMIrTEP%V5TITUnON FORCOMMON NAL5,