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50136-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50136 Date: 12/15/2023 Permission is hereby granted to: Doroski, Gre o 2420 Dee Hollow Rd Mattituck, NY 11952 To: construct repairs (fire damage) and alterations to existing single-family dwelling as applied for. At premises located at: 550 Old Menhaden Rd, Cutcho ue SCTM #473889 Sec/Block/Lot# 111.4-20 Pursuant to application dated 12/8/2023 and approved by the Building Inspector. To expire on 6/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $898.50 CO-ALTERATION TO DWELLING $100.00 Total: $998.50 Building Inspector Inst "' .. 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 lift)s://www.soothol towiv .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector 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'C1lQ OWNER(S)OF PROPERTY: Name: 1 1 h 'Do ro T SCTM#1000- Physical Address: s,o c)) A b e - �'A Phone#: Email: corn C " Mailing Address: S CONTACT PERSON: Name: Moran Expedi!ins Serif S),Lnioo L&�MSA) Mailing Address: 2938 Hempstead Turnpike C d Phone#: Levittown,NY 11756 Email: .` DESIGN PROFESSIONAL INFORMATION: Name: i Mailing Address: r Phone#: Je (z_ Email; tt CONTRACTOR INFORMATION: Name: ' i Mailing Address:w Al" . Phone#: LO-S Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration pair ❑Demolition Estimated-Cost of Project: ❑Other $ S Will the lot be re-graded? ❑Yes rs@o Will excess fill be removed from premises? ❑Yes ZNO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: S11 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to —�� this property? ❑Yes 9I to IF YES, PROVIDE A COPY. " heck Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 286 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 cede 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 220.45 of the New York State Penal Law. Application Submitted By(print name): kn6u LC&P(Sv11) t6Whorized Agent ner Signature of Applicant: Q Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,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 thisT 13 da of Vic. r 1168 Notary Public ;m �yAIwM28 IN Y _� — IC TIED IN .ry 20 2 SUFFOLK .EXP °may PROPERTY OWNER AUTHORIZATION' , `° a ! (Where the applicant is not the owner) ''' Ip ``��� rG,3 residing at 6Q ®k Y y to apply on do hereby authorize m If Town of Southold Building Department for approval as described herein. 1'G�P�S� y to the. g p pp U -4 Owner's Signature bate Print Owner's Name 2 DATE(MMIDDIYYYY) AC"MU, CERTIFICATE OF LIABILITY INSURANCE 10/18/2023 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(les) must have ADDITIONAL INSURED provisions or 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 ri hts to the certificate holder In lieu of such endorsement(s), PRODUCER CONTACT StephaMe M Sgrol Nk ..a. .. elignt1 Stephanie M.Sgroi Agency Inc PHONE extl 631-473-6941 631 473 6948 &- 612 Route 112 E-MAIL stephanie@stephaniesgroi.com C. �ODRESS. _...,. Port Jeff Sta NY 11776 INsuRg"AFF,9Rt%NG COVERAGE rf.AIC# .. .... . _ INSURED . _ _. .INSURER A; State Farm Fire and Casualty Company 25143 INSiJRER 8 East End Designs LLC INSURER m ._ 11 Bridal Path INsuRERD, Center Moriches NY 11934 INStIRERE: INSURER F COVERAGES CERTIFICATE.NUMBER: 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADOL[sWltfrt WP LTR TYPE OF INSURANCE POLICY N ,.. . INSI7 UMBFB M / M LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE_ $ 1,000,000 CLAIMS-MADE E occuR $ 100,000 -DAMAGE'W'0 N X 20,000 .,MED EXP An one .on S- .__ _�. ,... .. ..._ A 92-C1-S820-6 12/1012022 12110/20231,000,000 PERSONAL&ADV INJURY $ W.y � ATE $ 2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY . PRO. [ ] LOC PRODUCTS COMP/OP AGG $ 2 000,000 u GEN CaEI"t"L A _ PO JI C'T .,. _.. COM- � , ... OT'N•IER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO -BODILY INJURY(Per person) $ OWNED SCHEDULED accident) AUTOS ONLY w w AUTOS ONLY DAMAGE �LL$ v ^ AUTOS ONLY AUTOS $ HIRED NON-OWNED PROPERTY .�.,. ..... $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTION$ $ wORKER�SCOMPENSATION I PEI 0TH- ANS?EMPLOYERS'LIABILITY ANY PRO,PRIETORIPARTNER/E,AECLVI FVE YIN E L EACH ACCIDENT S OFFICIMRIMEN15ER EXCLUDED? NIA (MandatoIcy NH � � E L DISEASE EA EMPLOYEE $ NV 8.describe Under , ,,,,,, .,,„ ..�._. .............. D"SCRIPTION OF OPERATIONS bedrwr E.L DISEASE-POLICY LIMIT $ 4 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CARPENTRY CERT'IFIC'ATE HOLDER CANCELLATION SHOULD ANY OF ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF„ NOTICE WILL BE DELIVERED IN ACCORDANT W THE'POLICY PROVISIONS. Town of Southold Town Hall Annex AUTHORIZED REPR ENTATIVE 54375 Route 25 Southold NY 11971 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 1001486 132849.13 04-22-2020 NEW Workers' CERTIFICATE OF �SoffiE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured East End Designs LLC 631-565-1117 DBA/TA Shawn Piazza Construction Company li Bridal Path 1c.NYS Unemployment Insurance Employer Registration Number of Insured Center Moriches, NY 11934 N/A Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 84-2936884 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) National Liability&Fire Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" Town Hall Annex N9WC344342 54375 Route 25 3c.Policy effective period Southold, NY 11971 09/04/2023 to 09/04/2024 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers Included) 0 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,.this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Rakesh Gupta (Print name of authorized representative or licensed agent of insurance carrier) Approved juby: 10/18/2023 (Date) Title: Chief Operations Officer Telephone Number of authorized representative or licensed agent of insurance carrier: 844-472-0967 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov (MMIDDIYYYY) CCOR"' CERTIFICATE OF LIABILITY INSURANCE 10!26/2023 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 hoider is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,suhjec'tjto 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 endorsements, PRODUCERCONTACT NAME. Kirk Associates LTD PHONE 631 727-7767 _ � N�) 631-727 7941 18 First Street ADOR eric.kirku(arm-Tamil co m ADDREss. y• INSURERS AFFORDING COVERAGE _ _ Riverhead,NY 11901 .._ INSURER A Farm Family Casualty Insurance Company 13803 INSURED INSURER I3 United Farm Family Insurance Company 29963 EL Olam Plumbing And Heating Inc wsuRER c 630 Northville Turnpike INSURER D: INSURER Riverhead NY 11901 m E: _...._... ._.__. w.w.�.� _ ..- INSURER F COVERAGES AGES CERTIFICATE NUMBER 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE MINS-I.$ �1�3,_......... ...,.POLICY NUMBER............ -.......... I MEOA��' lE^ k'- MMIOO..EXP ., .,.�..... ........,. .w.,_...m_ .,.-,�...._w...,.,...,..,m....-..- LIMITSm...m,....., LTR NYYVI AX !COMMERCIAL GENERAL LIABILITY X X .31021_9403 02/21/2023 02/2112024 EACH OCCURRENCE S 1,000,000 ..., bATNjV6E'Tb RENTLO .w ......._ ...... - CLAIMS-MADE E X-1 OCCUR $ 10O 000 Qfi�����.iF>��cunA4GRJ„.. Contractual L-Iablllt MED EXP(Any one person)m S _ 5,000 __.�. _ m.)!....... PERSONALBADVINJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES-�_m.._. ..... -...._,-.,�.��.•,_,-_,� -.,_.... _..._v m ��-.. PER: GENERAL AGGREGATE S 2,00_0_,000 POLicY --_. .__ ..___. m^ .A - _ _0,000 X JPROT � ._.�LOC PRODUCTS COMP/OP AGG $ 2 OO� OTHER; S AUTOMOBILE LIABILITY COW R D SRNGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ .' OWNED .'.., SCHEDULED .'.-..a ..... AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED 4 PITC7PERTYCIAMArxE. $ ,m...._..... AUTOS ONLY AUTOS ONLY UMBRELLA LIABCCUR OCCURRENCE S EXCESS LIAB OLAIMS-MADE � ?AGGREGATE $ ,_,._...._-....._.�, _ _.._._.... _...........---._.�... .m.m. 'DED �.....-._�RETENTIONS S B WORKERS COMPENSATION Y y 3102W95621 02/2112023 02/21/2024 X OFIDEMPLOYERS'LIABILITY PROPRIET RIPARtNER/E Y I NlA _I PER FOR _ Ahk"fPfiGPRtlE.'rORJPAFtTNIm'•RfEXECUiTtlV�F I E.L.EACH ACCIDENT S 100,000 IMandald-ry In NH)i .E.1_ DISEASE-EA EMPLOYEE S 100,000 CI yyds,describe and or DE.SCRIPTION:OF OPE'RA'TIONS.below E.L.DISEASE-POLICY LIMIT $ 500,000 � I N a DESCRIPTION OF OPERATIONS/LOCATIONS/VE'Hti (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE: HOLDER CANCELLATION Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Kirk Asssociates Ltd ©1988-2015 ACORD CORPORATION. All rights reserved.. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name&Address of Insured(Use street address only lb.Business Telephone Number of Insured 631-764-1040 EI Olam Plumbing And Heating Inc lc.NYS Unemployment Insurance Employer 630 Northville Tpke Registration Number of Insured Riverhead NY 11901-4708 Work Location of Insured (Only required if coverage is Id.Federal Employer Identification Number of Insured specifically limited to certain;locations in New York State, i.e., a or Social Security Number Nh•ap-Up Policy) 824-020767 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Farm Family Casualty Insurance Co Town of Southold 3b.Policy Number of entity listed in box"Ia" Town Hall Annex 54375 Route 25 3102W9755 Southold,NY 11971 3c. Policy effective period 02/21/2023 02/21/2024 3d. The Proprietor,Partners or Executive Officers are 17' included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance darrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York Slate Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PACE of the workers' compensation insurance policy). The insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also nolif the above certificate holder within 10 clays IFa policy is canceled due to nonpayment of premirmrs or within 30 days IF there are reasons other than nonpgywent of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices arc{ y),be sent bregitlar trail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "30, whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, 1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kirk Associates LTD (Print name ol'authorized representative or licensed agent of insurance carrier)W�-,_..__ Approved by: A4 •RddBC GCt¢2 ��� 10/26/2023 ' (Signa«ire) (Date) Title Manager--Kirk Associates Ltt - __- .. - .__ _.......___......_... _....._......_....._ _.... Telephone Number of authorized repro Nentativc or licensed agent of insurance carrier 631-727-7767 Please Note: Only instrance careierts and their licensed agents are authorized to issue Form F105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us K workers' CoCERTIFICATE OF INSURANCE COVERAGE Com ensation 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 carrier 1 a.Legal Name&Address of Insuredi(use street address only) 1 b.Business Telephone Number of Insured EL OLAM PLUMBING AND HEATING INC 631-764-1040 CESAR 630 NORTHVILLE TPKE RIVERHEAD,NY 11901 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations In New York State,i.e..Wap-up Policy) 824020767 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 ShekerPoint Life Insurance Company Town Hall Annex 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 DBL660171 3a Policy effective period 09/28/2023 to 09/27/2024 4. Policy provides the following benefits: ZA.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑K 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 penally of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paint Family Leave Benefits insurance coverage as described above. J�4iDate Signed 10/26/2023, By 6 V (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer 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 sox 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leve Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authori2ed NYS Workers'Compensation Board Employee) Y 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) 111ulllr�� iiiiiiNiiiiiiiiiiiilui�iiiumi1°I�I1I The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction.Subsurface and environmental conditions were not examined or considered as apart of this survey.Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as apart of this survey.Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency, and to the lending institution listed on this survey.Said certifications indicated hereon are not transferable. \ /\ LOT 340 �E ON LOT FE 341 ON UNE FE 6W ' 00E FOtiND FiPE � igel 15• FE Pill FF WOOD FOUND 0.9'N PLATFORM • LOT N 342 LOT N LOT LOT 346 ` FE FE 344 X o NE W o co -;op. iCOWMTE loo, = F - r 0. 62.77• 0 I s F . 1PAVED �P{ le DRIVEWAY LOT 343 Ad ' WA STONE r \ \ ` WALLev �.. M ONUMENT FOUND oz, ON Oy o \ \ MMMENT 9rd FOUR / off — 4.6� 1 OH OLD MENHADEN ROAD Certified to: Title No.: 563-S-15240 Date Revision GREGORY P. DOROSKI &ELIZABETH W. DOROSKI ABSTRACTS, INCORPORATED VALLEY NATIONAL BANK,its successors and/or assigns -- - - FIRST AMERICAN TITLE INSURANCE COMPANY Jnauthorized alteration or addition to this sslsve s a violation of Section 7209,subdivision 2,New Tax Map: DISTRICT 1000 SECTION 111 BLOCK 04 LOT 20 ML York State Education Law. ---- -- ----- --- Situate: CUTCHOGUE,TOWN OF SOUTHOLD County: SUFFOLKP/ &NA (*,.0. L Map of: SECTION D, NASSAU POINT CLUB PROPERTIES,INC. LAND SURVEYORS LLP Af Map Lot: 344&345 Map Block: File Date: MARCH 24,1926 File Ncl 806 4 155 VETERANS HIGHWAY, SUITE I I 631 .648.9273 Scale: 1"= 30' RONKONKOMA, NEW YORK 1 1 779 Vill PLSLI.COM :opies of tlsis survey map not beaeng tape land - curveyor's embossed seal and signature shall not Date: JUNE 4 2021 Project No.: 210175 (D2016 PINNACLE LAND SURVEYORS LLP be considered to be a true and valid copy 56/3� THE PRODUCTION Qfo TDOCUMENTS HAVE BEEN GENERATED USING THE p p(ti I na w Is I I m 191 .1 #11 � 0% I_ INNI ii EN _ E ENTIAL EBUILDING PLAN REVIEW NOTE oil& r t"% m 11 EW YBUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT °' o A-1 : TITLE SHEET (APPLICANT & ADDRESS) PLOT PLAN AND ZONING INFORMATION02u A FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE00 TOWN OF ISLIP AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE 4_' °1 E A-2: BASEMENT FLOOR PLAN - NOTES - DETAILS EFFECTIVE AS OF MAY 12TH , 2020 ENERGY CODE COMPLIANCE OF THE STATE OF NEW YORK. A-3: FIRST FLOOR PLAN - NOTES - DETAILS FE I, THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH Q o A•4: ROOF PLAN - NOTES - DETAILS LINE E / IRMFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN Q NORTH � FE SESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION � J z W coCD � N A-5: EXTERIOR ELEVATIONS - DETAILS L°E THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, z IN COMPLIANCE WITH THE 2020 NEW YORK STATE RESIDENTIAL AND 2020 U o E �, A-6: EXTERIOR ELEVATIONS - DETAILS 0.6's s NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODES. THE WORK IN THE DOCUMENT IS: ; 2LU A-7: BUILDING SECTION • DETAILS ° 8'E :ACCURATE ACCURATE s�° CODE COMPLIANCE :CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF .� _ J N L A-8: ENERGY SEAL - NOTES - DETAILS �9 Q DRAWINGS HAVE BEEN PREPARED USING THE 2020 NEW YORK STATE SUBMISSION CONFORMS WITH GOVERNING CODES APPLICABLE AT THE W - I RESIDENTIAL CODE THE 2020 NEW YORK STATE ENERGY CONSERVATION TIME OF SUBMISSION SUBMISSION ~ A•9: GENERAL NOTES z CONSTRUCTION CODE, AND ALL ASSOCIATED STANDARDS REFERENCED :CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH 3 VIEW CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND A-10: 2020 NYS CODE COMPLIANCE NOTES I " ,, � � ,' � PIPE THEREIN WITH VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND � • CE CHARTS DETAILS FOUND \ A-1 2 NYS CODE COMPLIANCE / - 1 . 20 0 ? \ PUBLIC WELFARE IS THE RESPONSIBILITY OF THE LICENSEES THE A-12: 2020 NYS CODE SECTION DETAILS \q�s� �c�. RESPONSIBILITY OF THE LICENSEE 15. FE CODE COMPLIANCE : APPENDIX J & AJ4 : REPAIRS 0.8'W Ln RAISED I FE NOTE : PROJECT IS BELOW SUBSTANTIAL � PIPE WOOD FOUND ° g'N STRUCTURAL DAMAGE w `�' PLATFORM , � Ux ul f"0(3 m r WLM"�' �mlllll kAos��] 0 m F�mu'03 rtpk na 70 _ >- all ® (o G z LLu SCOPE OF WORK PROPOSEDw m ZONE: R-40 N 0 --n 0 R•40 LOT. 35,512.86 S.F. 40,000 S.F. REQUIRED O.K. LOT LOT PLANS FILED TO REPAIR - REPLACE ALL FIRE/WATER — 0 0 LOT FE 345 344 a- U REQUIRED FRONT YARD: 50.0' REQUIRED 346 —mak 0.3.WFE DAMAGED BUILDING COMPONENTS OF EXISTING ONE w z ZD EXISTING NO CHANGE 79.9' O.K. (EXISTING WITH NO CHANGE) EErq� ON _ _ NcFAMILY DWELLING INCLUDING INTERIOR EXTERIOR _ o REQUIRED REAR YARD: 50.00' REQUIRED E LINE PROPOSED RESTORATION AS PER PLANS SUBMITTED HERE-IN Q o EXISTING NO CHANGE 77.461 O.K. (EXISTING WITH NO CHANGE) � EGRESS � c./7 SIDE YARDS REQUIRED: SUM 35.0', MIN. 15.0' O WELL O z EXISTING SIDE YARDS: 62.71' & 33.8' (EXISTING WITH NO CHANGE) REFER TO PLANS \�' O w Lu PERMITTED FLOOR AREA: 20% PERMITTEDO wM �j, re DC <C "R-40" LOT: 35,513 S.F. (.20) = 7,102.60 PERMITTED Mj �'' ASONRY $ J O w = A: 11 18.53 S.F. O.K. '� I FIRST FLOOR ARE ,6 _z z u n 1 / A/C 47 O / ® W PERMITTED HEIGHT: 35 .0 (25 .0 FLAT) / 2 2 STORIES a,� N1r 4 CONCRETE O., / w HEIGHT PROPOSED: 23.0' ± Wv(EXISTING WITH NO CHANGE) � WALL w Q oU SroR , 62.71 ' f D WELL//V Y % O °z No. G \ \ p � s 550 W � � 15.9, i� 7.2, ( '� �O N Q Z COVE ETD c� PAVED 0 O Sr°OPE 24.4' a DRIVEWAY APPOI _ _ \ 0�' LOT °° LLX uo(�) t7� M 343 0 ASONR \ > m oz o f \ \ G a a \ N z Lu ------ -EXISTING WORK TO BE REMOVED EXISTING WORK TO REMAIN \ 0 Q R E wx Lu Lu > ` -NEW FOUNDATION 3soIKOOO PSI E \ O W _z m _z -J J Z -EXISTING 2x FRAME STUDS TO BE REPAIRED,SISTERED \ \ -� — z — E— w AND OR REPLACED ONCE EXPpSED. REPLACE INSULATION TONE \ u v �- VALL \ F,�t, PQ U F- E- LU N 1 AND )/2" GYP. BOARD AS REQPIRED TO MAKE READY MONUMENT °-11 \ 0 O'4� LLj >_ Q >_ w W }' NEW 2x4 WD.STUDS 16"O.C.1/2"GYP.ON _ co J ca FOUND \ \ ' �P U aU' Cal (/111 ~ INTERIOR.R-20 INSULATION BET.BUILD. SD 1/2"CDX SHEATHING,15 POUND BUILDING PAPER& C ® - NYS APPROVED SMOKE AND CARBON DETECTOR ' EXTERIOR SIDING TO MATCH EXISTING;PAINT. ON o O NUMEN F � --- ° >> � MOFOUND T 2 - NEW FIRE RATED PARTITIONm �► i 2x PRESSURE TREATED PARTITIONS OH -=� oN -NEW/EXISTING 2x4 WD.STUDS 16"O.C.1/2"GYP.ON 5 �� �� �! 0 �� INTERIOR BOTH SIDES SOUND W1 ACOUSTICAL INSULATION WITH (2) LAYERS/ TYPE X EYP. BD. EA. SIDE J uLu 2YRS%" GYP °H ro. BD. �'• oN ?,� Z o` BETWEEN LIVING SLEEPING SPACES CEILING TO RECEIVE ( ) LAE �. 18 `�'—_� / � OH 39 ° ' a 3,320 _ , NEW MOISTURE REPELLENT PARTITIONS 2x4 PRESSURE TREATED BOT. PLATE WITH z NEW 2x4 WD.STUDS 16"O.C.1/2"GYP.ON . INTERIOR BOTH SIDES, (1) LAYERS z" PAPERLESS WATER REPELLENT a J ' � J GYP. BOARD INTERIOR _ w U cn 0 OLD MENHADEN ROAD SCALE: 1/16" = V-0" DRAWING NUMBER: Uo Uo l_= ® U(j ku ) ' co rl 19 .� � ® I NEW #4 REBAR TIES @ 24" O.C. 4" INTO EXIST. FND AND 8" INTO WOOD HANDRAIL(TYP.) „ 4 TOP OF FOUNDATION NEW FND (TYP) FINISH FIRST FLOOR WOOD HANDRAIL(TYP.) 15 WALL 15'1WALL U WALLS TO BE A MIN. PROVIDE CONT. 42" OF 4" ABOVE GRADE RAILING SYSTEM GRAD 2AORMTLSTUDS W/' PAPERLESS 0 1-112"SQUARE CHANNEL(TYP.) I I MOISTURE PROTECTED BOARD AND 1-1r2"STEEL CHANNEL(TYP.) U cu 0 FOOTING BELOW 2'-0" R-15 I NSU LATION (TYP)FOR ALL PROPOSED EXISTING I I 00 FINISHED WALLS FINISHED GRADE 1/2"x1/2"SQUARE STEEL BAR METAL HANDRAIL CONNECTOR I I +� � cu �� X 12" DEEP FTG. (TYP.) BASEMENT BALUSTER 4-1/2" @3'-0"O.C(TYP.) E Oyl E J J NEW 4 RE I N F. SLAB W/ 6x6 EXPANSION ANCHOR BOLT(TYP.) 10/10 WWF ON GRADE OVER 3'-6" 6" NOTE: BOTTOM PLATES OF ALL FINISHED WALLS IN HANDRAIL DETAILS I 21"CLEARANCE I Q C) z 6" COMPACTED CRUSHED — — TOUCH WITH EARTH SHALL BE ENCASED WITH 21"CLEARANCE 21"CLEARANCE Q O = Q1 STONE OVER WELL TAMPED — P.T.-GALV.METAL(TYP) DC SOIL RUN-SEE PLANS U -� NOTE:WHEN WALL IS FREE STANDING INSTALL!" EXISTING T_ Z I-uJ z ° a . a FOUNDATION WOOD RISER I Q V Z BOARD BOTH SIDES WATER REPELLANT TYPE MIN.TOILET AND SINK CLEARANCES U 11, PROVIDE A SILL HEIGHT ° . MIN.TOILET CLEARANCES o OF 44" MAX. ABOVE FINISHED BASEMENT WALL 2 WOOD TREAD D 00 2 (D u FINISHED INTERIOR FLOOR ° TO SILL HEIGHT. H z 15" 15" z - o — I I NTS \ COLUMN FROM ABOVE J WALL WALL _..I w w BUILT UP WOOD BEAM (SEE PLANS) z p NEW I I � 1 I U Z ry m TCH PIT H �6„ I TOP CAP PLATE uj CONNECTING BRACKET AS REQ'D TUB z I•— BASEMENT LEVEL o F.D. r-i _ 3 " I >. Ln = ? 1° ILD 4"DIA.STL.LALLY /6 CARRIAGE CUT FOR RISERS& TREADS ( o -� Ln ' U 24 ' I ° I Ln COLUMN(SCHEDULE 40) INSTALL(2)ANCHOR BOLTS qo NEW WINDOW MEETS °C P I N G a INSTALL 12"x12"x%" 4"MIN.DIAMETER EMBEDMENT � — — --- m DRY BASE-PLATE 8"MIN.LENGTH 1 HOUR CEILING/SOFFIT ASSEMBLY REQUIRED N.Y.S. CODE I ° (AS PERN.Y.C.B.C. SEC. 27.375. OF NET CLEAR OPENING PREMOLDED BITUMINOUS INSTALL 1"NON SHRINK (i)(e). ONE LAYER OF5/8" F.C. 'x'GYP, 21"CLEARANCE HEIGHT OF 24" & NET WIDTH U I I JOINT FILLER 30"MIN. NEW FIXED �_ .a ° ° I APPROVED GROUT BD. ON RC-1 CHANNELS WI OF 20" FOR EGRESS. LADDER - a ( •; WALL STRINGER 3"THERMAFIBER INSULATION. 24"CLEARANCE IN FRONT OF OPENING . : NEW WINDOW WELL MEETS ° .d• - - • ' + • ' •, + CONCRETE SLAB AS CTUB MIN.SHOWER CLEARANCES m °' a PER PLANS WOOD STAIR DETAIL o, REQUIRED N.Y.S. CODE ° 1O e" ' ,.•• u� r-I CONCRETE FTG.AS OF A MIN. NET CLEAR AREA "' PER PLANS F REQUIRED NTS MIN,TOILET/TUB OPTIONAL LAYOUT CLEARANCE OF 9 SQUARE FEET W/ A MIN. — — — — — — #4@12"EACH WAY PROJECTION OF 36 WELL TAMPED SOIL 2'-0"x 2'-0"FTGS. e. Z FIGURE R307. 1 MINIMUM FIXTURE CLEARANCES w U INSTALLGATEWITH LADDER INTERIOR COLUMN AND FOOTING DETAIL A-� Q W � OPTIONAL LOCATION I NTS I 1 00 GRAD NTS (n � U 47'-6" Lrvoo W Z � 2'-5" 3'-3" 18'-3" 8'-3" 2'-1" 9'-0"± O U MANDATORY OWNER MATERIAL APPROVAL: I NOTE:ALL FIXTURESTO BE PRE-APPROVED BY UNIT OWNER PRIOR TO ANY ORDERING Q NOTE:ALL FINISH FLOORING TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING NOTE:ALLTILES TO BE PRE-APPROVED BY OWNER PRIORTOANY ORDERINGp w I 13'-6"iTO TOILET NOTE:ALL PAINTAND GROUT COLOR TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING I = WHEN POST DOWN HEADER POST SHALL --- O '7 NOTE:ALL LIGHTING UNITS/FIXTURES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING I L NEW WINDOW WELL AND EMER EXIT PLAN -//� I z N ---- VERIFY IN FIELD----------- - NOTE: BALANCE OF NON NOTE:ALL INTERIOR DOORS TO BE SOLID CORE AND BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING � = BEAR ON GIRDER BELOW,COLUMN TO0 NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TOVERIFY ALL DIMENSIONS INFIELD w J 1 FOOTING,TRIPLE JOISTS AND OR EXTEND I DAMAGED FRAME SHALL w Q Scale: 3/4"=V-O" PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO I I (D F¢— A-8 HEAD WILL LENGTH OF WALL TO ADEQUATE I BE SEALED TO ELIMINATE L Q ANY INTERIOR PARTITION WORK PERFORMED I , I I GIRDER BENEATH AND OR FOUNDATION w Z ,;; WALLTYPICAL-THROUGHOUT SMOKE AND SMELL O W z WOOD FLOORING ❑POST EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL I TYPICAL @ALL FLOORS ® OF DOOR I WINDOW ( ) EXISTING WINDOW o 0 o Slq T EXISTING WINDOW �..I_ C E.P. H A_2 �I�VV C uj MARBLE SADDLE COLOR REPLACE DAMAGED FLOORING AS REQUIRED.FLOOR FIN. I CLOSET TO BE SELECTED BY OWNER COLOR SELECTIONS AS PER OWNERS APPROVALS(TYPICAL) I AS PER N 100CFM (H) A-2 0 CLu ERAMIC TILE ® —J REPLACE ALL FIRE/WATER DAMAGED GYP.BOARD PAINT, I CODE Lu o S WER CLOSET 0 SPACKLE AND PAINT(AS REQUIRED)AS PER OWNERS COLOR I �; EXISTING RENOVATE v CERAMIC TILE TO WOOD APPROVAL IN KIND(TYPICAL) o1-- N BATHROOM o Ln NTS INSTALL(1)LAYER 1/2"GYP.BOARD CEILING,TAPE,SPACKLE I FINISHED OPEN o a 3:1 Ln AND PAINT.COLOR AS PER OWNERS APPROVAL(TYPICAL) I o ACCESSORY USE N w Z WET AREA DRY AREA I C7 3 6 0 T-0"CEILING HEIGHT o v 5.8"TYPGYPSUMWALLBIOARD I N ® X Q EXISTING N w o UNDER JOISTS SD F= w o C _ w _ _ FINISHED OPEN L J Co z LATICRETE HYDRO BAN 6"ABOVE I z � � � � � � — FINISH FLOOR @ WALL BASE 518"TYPE X GYPSUM ❑ POST z r TILE FLOORING W1118"OR 114"GROUT W WALLBOARD Lu X >< INSTALL NEW HIGH 2x10(ML)GIRDER- 1 I ACCESSORY USE X o I z J GROUT S'EALERBTILE ASPER OWNER 3-518"METAL/2x4 WOOD STUDS I '-'-' CLEARANCE BOTTOM OF GIRDER I OLL 1 7'-0"CEILING HEIGHT THIN-SETMORTAR 3-518"METALTRACKI DEMOLITION PERFORMANCE DISCLAIMER. n TO HOLD 7 0 TO MATCH EXISTING I a I UNDER JOISTS Z > � N 2x4 WOOD SOLE PLATE L TWO LAYERS OF LATICRETE HYDRO BAN CEILING HEIGHTS UNDER JOISTS SD LL O Q 0 0 WATER-PROOFING MEMBRANE BASE MOLDING THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS I ZSLAB ON GRADE ADJUST T.O.COLUMN AS REQUIRED I `� 1 ® Z 2 �[ �— Q 1. BY WHICH THE DEMOLITION IS PERFORMED,THE CONTRACTOR AND HIS SUB PATIO ABOVE (H) A-2 X (� 0 w CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION INA I I I A_6 � Q � u_ m PROFESSIONAL MANOR IN ACCORDANCE TO"GOOD GENERAL PRACTICES"SHOULD IN THE I _ _ __ — — — — — U Q 2 SEE PLANS I SECTIONS EVENT STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES, I BLOWER 1 1 - - - - - - - - -� — d] w RATED CEILING > SUB FLOORING&FLOOR STRUCTURE NOTE THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACTTHE I I UNIT I I I (D CoJ 0 SEE PLANS OR DETAILS FOR I __ AREA OF FIRE U I Z W �'— ARCHITECT IMMEDIATELY FOR RESOLUTION, I __ --DUCT--- I � Z WALL FRAME SIZE I I I \ I AS REQUIRED I I w -J ZLL_ �—• WATERPROOFING DETAIL (KITCHEN & BATH) I I I; I� EXISTING FINISHED OPEN M I Q I u �-- I Al 1 I I U �- Lu NTS I I Ic=-== I ACCESSORY USE � I - - - - - - - - - - - - - - - - - = I L1-' m Q uj CL POST � I 1 RATED CEILING a = Q _ (� ❑ I I 7'-0"CEILING HEIGHT � UNDER JOISTS I I I z U (� (/) UTILITY 36 N CD ROON FLITCH BEAM ELEVATION I I i SD® L - - - - - L - - - - - - 1 o I 2 C o a I X LVL REFER TO PLAN I I C ® I �' I Ln o o z FLITCH PLATES REFER TO PLAN A-7 ( ¢ I 36" 36" "' I z cf o j a' Co PROVIDE WOOD SHIMS AS I Z I I W I � it 1 LAYER s TYP"X"GYP.BOARD •a REQUIRED(V.I.F.) — SIMPSON COLUMN CAP 0 N a CLOSET L — I o N a ONE CAR GARAGE SLAB ON GRADE "i u CCOQ6-SDS 2.5 I z I - - - - - - - - - - - -1 PT IQ o w HD �z Z 0 4 ® Q w MECHANICAL ROOM NOTES. I I OILTANK i EXISTING FOUNDATION WALL I z W iw Q 4 x 4 HSS POST I I I u, PROVIDE(2)LAYER 5/8"FIRE RATED TYPE"X"GYP.BD.ON All WALLS AND I 8 — — — — — _ I ~ Q Q I 1 LAYER TYP'X"GYP.BOARD — I — , ; � Z L- - - - - - - - J w �� �� NOTE:FLITCH BEAMS BOLTS CEILINGS WITH-IN BOILER ROOM AND(2)LAYER 5/8 TYPE X GYP.BD. I POST e — — I x � 3 6 12 (TYPICAL) SHALL BE 5i COUNTERSINK OPP.SIDE ON ALL WALLS AND CEILINGS ADJACENT TO LIVING SPACE AS ❑_ _ _ _ _ _ _ _ _ __ __ _ _ _ EXISTING FOUNDATION WALL I 1 ALL BOLTS REQUIRED. EXISTING GIRDER AND COLUMN ABOVE EXISTING GIRDER AND COLUMN ABOVE I (D Z PROVIDE NON COMB,MATERIAL&CLEARANCES AROUND MECHANICAL G.C.TO Q • EQUIPMENT AS PER NYS CODE AND MANUFACTURES SPECIFICATIONS. COMMISSION ALL I I = MECHANICAL UNITS L — — — — _ RATED CEILING RATED CEILING U Q • •.._s.. • • PROVIDE VENTING OF MECHANICAL ROOM AS PER NYS CODE AND — — — — — — — — — — — — — — — — — — — — — — — — — J )— w R 0 BOLTS(TYPICAL) MANUFACTURES SPECIFICATION AND MAKE READY EXISTING FOUNDATION WALL >- N . UTILITY NOTE: FOR USE m INSTALLATION OFBOILER/MECHANICAL UNITS SHALL BE VERIFIED AND G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY 14'-7" 7'-3" 23'-0" INCLUDED IN OWNERS BID PRIOR TO ANY CONSTRUCTION.SHOULD CLEARANCES ASSURE ARISE ALL WORK SHALL STOP AND ARCHITECT TO BE LINES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE 1 NOTIFIED IMMEDIATELY FOR CLARIFICATION AND OR RESOLUTION. EXCAVATIONS INCLUDING BUT NOT LIMITED TO GAS, SECTION 1 -1 BEAM TO POST CONNECTION ELECTRIC,SPRINKLER AND WATER LINES. 1 NTS BASEMENT FLOOR PLAN A-6 DRAWING NUMBER: NOTE:ALL DIMENSIONS ARE PLUS AND MINUS,G.C.TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION / WORK PERFORMED SCALE: 1/4" – 1'-0" NOTES: ELS FICC NOTES -4 1 11 1 U 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER STATE AND LOCAL CODES AND REQUIREMENTS, INCLUDING THE APPLICABLE NATL ELEC CODE. p_ AREA OF EXTENSIVE FIRE-WATER FRAME DAMAGE.G.C.TO DIRECT REPLACE ALL DAMAGED STRUCTURAL COMPONENTS AS REQUIRED 2. THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. .-- MAKE READY FOR OCCUPANCY. FRAME REPLACEMENT NOT LIMITED TO AREA SHOWN, IN THE EVENT ADDITIONAL FRAME MEMBERS AREE 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND INSTALLED PER CODE. 0 EXPOSED AND FOUND DAMAGED G.C.TO DIRECT REPLACE AS WELL IN-KIND.THIS NOTE IS TYPICAL FOR THE ENTIRE DWELLING SHOWN N ABOVE. 4. G.F.I.CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS,G.F.I.CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, KITCHEN, GARAGE,AND AS REQUIRED BY CODE. }' rZ, , 5. MIN ELECTRIC SERVICE FOR NEW CONSTRUCTION SHALL BE 200 MIN ELECTRIC SERVICE FOR NEW CONSTRUCTION SHALL BE 200 AMPS. FOR,EXISTING STRUCTURES, ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. v� ALL PLUMBING SHALL BE DIRECT REPLACEMENT ON EXISTING ROUGHING. VA i- Q ~ Z ALL ELECTRICAL SHALL BE EVALUATED BY LICENSED ELECTRICIAN AND MADE READY. Q _ rn = V 1_o 1. ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ALL STANDARDS REFERENCED THEREIN. -j Q L � FLOORS,WALLS AND CEILING INCLUDING INSULATION SHALL BE MADE READY. J i m 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF-HE HVAC SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. Z '-'-' co z ALL DAMAGED WINDOWS SHALL BE REPLACE IN EXISTING ROUGHING. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXIST THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXIST HVAC SYSTEM, IF APPLICABLE,AND DETERMINING IF THE EXIST SYSTEM IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS,AND SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. Q p E 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. - o ALL DAMAGED STAIRS SHALL BE MADE READY AND FUNCTIONALWITH HAND RAILS. u L 'PES � 00 ILD _ U o ALL CABINETS, ISLANDS,APPLIANCES,COUNTER TOPS AND BACKSPLASHES SHALL BE MADE READY. Z N v Lu OWNER TO APPROVE ALL ITEMS NOTED ABOVE. 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER STATE AND LOCAL CODES AND REQUIREMENTS. _ z 2. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR APPROVED EQUAL. EXISTING WALL STUDS 3. ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF 1/2" COPPER MAINS. ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF 1/2"COPPER MAINS. IU- BATHROOM - KITCHEN LOCATION WALLS 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN.4" IN DIA.AND TO ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN.4" IN DIA.AND TO BE CONNECTED TO AN APPROVED SANITARY SYSTEM. SINGLE I ERP LAYER MEMIBRANE ETHYLENE 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE.ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE. 5/8" WONDER-BOARD OR 6. SIZES AND TYPES OF APPARATUS, EQUIPMENT,AND SYSTEM CONTROLS SIZES AND TYPES OF APPARATUS, EQUIPMENT,AND SYSTEM CONTROLS SHALL COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. cLAs-cRErE BACKERBOAID C9 WET AREA REQUIREMENTS; MOLD RESISTANCE NOTE A$ PER NYS RES CODE:GYPSUM BOARD OR CEMENT BOARD, USED IN A ASSEMBLY FOR THE FOLLOWING AREAS,SHALL HAVE A MOLD RESISTANCE RATING OF 10 IN ACCORDANCE WITH ASTM D3273: 1. STRUCTURAL TEEL NOTES WALLS OF BATHROOMS/LAUNDRY 2. PORTIONS OF WALLS WITHIN 2 FEET OF KITCHEN SINKS TO A HEIGHT OF 4 FEET ABOVE THE THIN-SET LATEX-PORTLAND FLOOR;3. PORTIONS OF WALLS WITHIN'2 FEET OF KITCHEN STOVES TO A HEIGHT OF 4 FEET ABOVE THE FLOORw. 1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH THE ASTM SPECS FOR A572 50 KSI STEEL AS PER THE AISC MANUAL. CEMENT MORTAR 2. ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS REQUIRED OR WELDED CONNECTIONS. CERAMIC TILE 3. ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO SATISFY BEAM END REACTIONS. TILE GROUT M WINDOW N 4. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE SHOP COAT OF APPROVED PAINT OR BE GALVANIZED. 5. ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET THE ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET THE REQUIREMENTS OF THE AISC, AWS AND ALL APPLICABLE BUILDING CODES. w 6. ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS AND SUITABLE BEARING PLATES AT BASES, IN COMPLIANCE WITH AISC STANDARDS. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES 7. FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL COLUMNS. u >" INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW 8, ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE STABILITY UNTIL STRUCTURE IS COMPLETED. � z MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM W SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F (GRADE FLOOR 5.0 S.F) W/A NET HEIGHT OF 24",A NET CLEAR OPENING w U Z:) OF 20" AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES. GLAZING IN DOORS AND FIXED ® W GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18" OF THE FLOOR SHALL BE TEMPERED GLAZING AS KITCHEN/BATH TILE WALL (NON RATED) _ 0 p PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES HANDRAILS. NTS V) U PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR STAIRWAYS WITH 4 OR MORE RISERS AS 47'-6" PER 2020 RC OF NYS R311.7.8 � O U UTILITY NOTE: 11'-11" 16'-1" 4'-8" 12'-9" G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY LINES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE GLAZING : MANDATORY OWNER MATERIAL APPROVAL:ING Q I EXCAVATIONS INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, SPRINKLER AND WATER URS. NOTE:ALL FINISH FL TO BE PRE-APPROVED TO BE RO PRE-APPROVED EDBYONIT ERPRPRIORTIOR TO NYORDE ERI NOTE:ALL FINISH FLOORING TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING N ALL WINDOWS WITHIN 5'-0" OF A SHOWER OR TUB TO BE TEMPERED AS PER 2020 RC OF NYC O w J = NOTE:ALL TILES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING I..I� Z N Q C_7 NOTE:ALL PAINT AND GROUT COLOR TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING O R308.4.5. r _ N or- S z NOTE:ALL LIGHTING UNITS/FIXTURESTO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING o I ' 2 J = NOTE:ALL INTERIOR DOORS TO BE SOLID CORE AND BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING BATHROOM NOTE: ALL WINDOWS WITHIN 36" ABOVE WALKING SURFACE OF A STAIRCASE AND WITHIN 5'-0" OF I - I w 1 Q M INSTALL HAZARDOUS GLAZING w Lu NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD p I I Q q-g REPLACE WIN DOW o o REQUIRED AS PER R308.4.5 PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN OFF PRIOR TO � Lu THE BOTTOM OF THE STAIRS TO BE TEMPERED AS PER 2020 RC OF NYS R308.4.7. I I I o AC COORDINATE WITH z ANY INTERIOR PARTITION WORK PERFORMED Q ALL BATHROOM GLAZING TO BE TEMPERED GLASS OPAQUE AS PER PLAN LOCATION I _,� I z N COMPRESSOR TW34460 = COUNTER TOP EGRESS ® w z EACH BATHROOM TO HAVE A 110 CIFM EXHAUST FAN. WIRE TO TIMER SWITCH AND VENT TO EXTERIOR THRU 4 ALUM. POST EXISTING TYPICAL TW ALL D00 SAND WINDOWS TO BE DUCT 30" SIRIK REPLACE TO MATCH EXISTING AS LL - - - - - - - - - - DW SINK' REQUIREDFINALIZE WINDOW w 100CFM LOCATIONWITH OWNER.(TYPICAL) p INSTALL NEW 2-1}x118 LVL t °x r DEMOLITION PERFORMANCE DISCLAIMER: HIGH HEADER REN VATE COVERED RENOVATE KITCHEN B ROM O THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION DESIGNPROVEDBYOKITCHEN OWNUT ER 30" PATIO APPROVED BYOWNER IS PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL EXISTING 2x6 JOISTS @ 16"O.C. i _ _ _ _ _ - - DE PROFESSIONAL MANOR IN ACCORDANCE TO "GOOD GENERAL PRACTICES" SHOULD IN THE EVENT PROPOSED ISLAND � SHOW ILINGGEALBLFDROOM DAMAGED I..f� DEMOLITION IN A STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C. SHALL STOP WORK o REF IG. CEILINGGYP. AS WSPACKLE RS COUNTER TOPS AS PER PAINT(AS REQUIRED)AS PER OWNERS cn PER OWNERS APPROVAL IMMEDIATELY TEMPORALLY STABILIZE AND CONTACTTHE ARCHITECT IMMEDIATELY FOR RESOLUTION. DINING ROOM - - J �-iZD COLOR APPROVAL IN-KIND(TYPICAL) v REPLACE ALL FIRE/WATER DAMAGcD DOUBLE UP JOISTS BELOW (� CEILING GYP.BOARD PAINT,SPACKLEAND IN-- DN PAINT(AS REQUIRED)AS PER OWNERS NOTE:ALL APPLIANCE SELECTION AND LOCATION TO BE O m Z APPROVED BY CLIENT PRIOR TO ANY PLUMBING ELECTRICAL COLOR APPROVAL IN-KIND(TYPICIL) WORK.LAYOUT HEREIN ONLY PRELIMINARY QPOST WALK-IN pLOAD PATH NOTE: REMOVE PARTITIONS z COLIN TERS CLOSET w LJJ a ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF AS SHOWN PULL DOWN °° > NOTE:ATTIC ACCESS HATCH TO MAINTAIN ¢ � z O DWELLING TO EXISTING FOUNDATION. SHOULD ANY LOAD BEARING WALLS BE EXPOSED OTHER THAN WHAT HAS BEEN WHEN POST DOWN HEADER POST SHALL BEAR ON "' CONTINUOUSTHERMALBARRIERFORBUILDING ^' O o r� COUNTERS I I 36 INSULATION-EASY ACCESS HATCH OR APPROVED o6 Q N SHOWN ON THESE PLANS CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT ARCHITECT FOR GIRDER BELOW,COLUMN TO FOOTING,TRIPLEJOISTS Z - - - - - EQUAL � o I- O AND OR EXTEND HEAD WILL LENGTH OF WALL TO ADEQUATE � �- z VI J LLJ INSTRUCTIONS TO PROCEED. - - GIRDER BENEATH AND OR FOUNDATION WALL SD® p w 0- Q Li- CCD COVERED rn TYPICAL-THROUGHOUT EXISTING Q N C M PATIO M AREA OF c 2 = W Q j . . Lu w EXISTING 2x6 JOISTS @ 16 O.C. �� J cz J > R308.4 - GLAZING IN HAZARDOUS LOCATIONS: �� IGNITION CLOSET z cf p z m ~ EHH 100CFM - W = Z � GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN SWINGING AND SLIDING DOORS o D W RENOVATE ® U w SD® Q � CLOSET L NEW NDRY CL BATHROOM W m Q w .N AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES, ADJACENT TO DOORS WITHIN 2411, AND WINDOWS WITH C �� POST @, „ SD = Q = Ca AREAS OF GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS THAN 18 ABOVE THE LIVING ROOM Z (2) SLD C ® _ U V p cn p FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36" ABOVE THE FLOOR AND A WALKING SURFACE WITHIN 36" ❑ REPLACE ALL FIRE/WATER DAMAGED X o � INSTALL PAN WITH CEILING GYP.BOARD PAINT,SPACKLE AND DRAIN BELOW HALL CLOSET ®� ^ PLUMBING: HORIZONTALLY FROM THE GLAZING, PAINT(ASREQUIRED)ASPEROWNERs FOYER COLOR APPROVAL IN-KIND(TYPCAL) z ENTRY ~E LICENSED PLUMBER TO EVALUATE ALL EXISTING Ln DOORS AND W H EXIS1 TO BE PLUMBING COMPONENTS AND MAKE READY ALL FIXTURES EXTERIOR LUMBER NOTE: W REPLACED T I MATCH EXISTING AS REQUIRED.FINALIZE WINDOW TO BE APPROVED BY OWNER PRIOR TO ORDERING COVERED LOCATIONS WITH OWNER.(TYPICAL) PATIO NOTE: LICENSED ELECTRICIAN TO REPLACE DAMAGED ELECTRICAL SWITCHES, CLOSET ELECTRICAL: OUTLETS,GFI OUTLETS,ELECTRICAL LINES AND FIXTURES M REQUIRED TO ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE MAKE CODE COMPLIANT.OWNER TO SELECT AND OR APPROVE ALL FIXTURES 36" C® C ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3 AND LOCATIONS PRIOR TO PURCHASE AND INSTALLATION BEDROOM r�,... w BEDROOM LICENSED ELECTRICIAN TO EVALUATE ALL EXISTING REPLACE ALL FIRE/WATER DAMAGEDO° - ,„ �, ELECTRICAL COMPONENTS AND MAKE READY ALL REPLACE ALL FIRE/WATER DAMAGED � x -,� (i+•i r; . CEILING GYP,BOARD PAINT,SPACKLE AND CEILING GYP.BOARD PAINT,SPACKLE AND w FIXTURES TO BE APPROVED BY OWNER PRIOR TO Q EXISTING TYPICAL a PAINT(AS REQUIRED)AS PER OWNERS PAINT(AS REQUIRED)AS PER OWNERS 3 ORDERING I' WINDOW AS PER OWNER APPROVAL Ir/. COLOR APPROVAL IN-KIND(TYPICAL) COLOR APPROVAL IN-KIND(TYPICAL) CARBON MONOXIDE DETECTION NOTES. POST r/ TW2646 PICTURE TW2646 wlNDows: I«�, t ��_ E co / N 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE, NOTE: BALANCE OF NON INSTALL NEW 2- lx118 LVL o EXISTING 2x6 JOISTS @ 16"O.C. EXISTING 2X6 JOISTS @ 16"O.C. ARCHITECT-OWNER TO APPROVE ALL WINDOWS PRIOR RECEIVING PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER DEMOLITION PERFORMANCE DISCLAIMER. DAMAGED FRAME SHALL HIGH HEADER TO ORDER z J THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS ALL WINDOWS TO BE NEW. INSTALL W/IN EXISTING R.O. Q CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS SUB BE SEALED TO ELIMINATE UNLESS OTHERWISE NOTED(TYP.) Q N 2. CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION IN A SMOKE AND SMELL TW34460 TW34460 z 3. ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0" OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING PROFESSIONAL MANOR IN ACCORDANCE TO"GOOD GENERAL PRACTICES"SHOULD IN THE TYPICAL @ ALL FLOORS EGRESS EGRESS Q EVENT STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES, MOUNTED AND INDICATED ON PLAN THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION. 15'-1" 4'-10" 2'-0" 10'-0" 13'-1" z SMOKE DETECTION NOTES: 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE DETECTOR DEVICE, RECEIVING PRIMARY ING NUMBER: POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE `D FIRST FLOOR PLAN PROTECTING THE BRANCH CIRCUIT Q 2. SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0" OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED MOUNTED AND INDICATED ON PLAIN SMOKE DETECTORS REQUIRED IN EACH SLEEPING ROOM SCALE: 1/4" = 1'-0" ABLE END STUD STEEL ANGLE,BOLTED WOOD JOIST SECURELY TO WOOD JOIST U ABLE END STUD 4--J MANUFACTURER APPROVED N 0 STRAP TIES MANUFACTURED BY SIMP50N STEEL THREADED ROD +-+ 00 — STRONG-TIE CONNECTORS MODEL No.5T15 ° OR APPROVED EQUIVALENT TO EXTEND MIN. jE � ° 12'UP STUD L COO LD 2X BRAGIN&- c Q }- f- �— \ HVAC UNIT Q Z CD v n t= rn MANUFACTURER APPROVED —i Q 4. L ° ° SUPPORT RAIL w m } N °c ° ° MANUFACTURER APPROVED = Z 1D ° o SIDE VIEW LOCK NUT(TYP) Q H O o GABLE WALL END CONNECTOR HURRICANE ANCHORS MANUFACTURED BY C a- c� '�'' MANUFACTURED BY SIMPSON c � I- U f,o aLc�J/ 5TRON6-TIE CONNECTORS STEEL ANGLE,BOLTED 51MP50N STRONG-TIE CONNECTORS 00 b u ° EQUIVALENT INSTALLED AMODEL No.LTP4 AS SECURELY TO WOOD JOIST MODEL No. L55U28 OR APPROVE `� Q " " J ° MANVFAC.TURER5 5PEGFIGATION5 EQUIVALENT AT EVERY RAFTER TO RIDGE Z = +' O o CONTINUOUS RIDGE VENT CONNECTION WHEN RAFTERS DO NOT ALIGN J w ° MANUFACTURER APPROVED \ _ � Z STEEL THREADED ROD ROOF SHINGLES HURRICANE ANCHORS MANUFACTURED BY U 3 E WALL END CONNECTOR \ SIMP50N STRONG-TIE CONNECTORS JFACTURW BYN SIMPSONCTORS o MODEL No. L5TA24 OR APPROVE RONC-TITEL No.A55 APPROVED ROOF MEMBRANEEQUIVALENT AT EVERY RAFTER TO RIDGE >_ JIVALENT INSTALLED A5 GCONNECTION WHEN RAFTERS ALIGN ABLE WALL END CONNECTOR / TURERS SPEGFIGATIO MANUFACTURED BY SIMPSON HVAC UNIT Cu .L �GPe \v`� 2X WALL STUDS 5/8n EXTERIOR GRADE 2X WAU.PLA MODEL NoL5TA15PPRORID& EQUIVALENT INSTALLED A5 j MANUFAGTURER5SPECIFICATIONS TOEXTEND MANUFACTURER APPROVED ROOF UNDER LAYMENT MIN.12"DOWN STUD AND 12"AGRO5 JOIST SUPPORT RAIL MANUFACTURER APPROVED LOCK NUT(TYP) FRONT VIEW ROOF JOIST AS PER PLAN Ln M OAE3L= E ENS NALL DETAIL HUNG HVAC UNIT DETAIL L.0 NTS NTS ROOF RAFTER UPLIFT CONNECTION 15 REQUIRED REFER TO H MANUALS RIDGE U >_ AT EACH END OF THE HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND FOR ADDITIONAL INFORMATION RIDGE DETAIL R I D O E DETAIL Lu U w AT TOP AND BOTTOM OF CRIPPLES. WHEN NOT ALIGNED WITH RAFTER, r , CONNECT 1GIN6 STUDS TO TOP PLATE, V SEE ROOF 5TRAPPIN6 DETAIL WRAP Il'4" (SAILS.20 GA.COIL STRAP 0 TOP OF TOP PLATE t NAIL u-' 0 -1 ROOF FRAMING NTS T — 0 0 0L U L uPE=_ oo HANDRAILS: o_ u CRIPPLE DouBLE roP PLATE REPAIR GUTTERS AND LEADERS AS REQUIRED PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR STAIRWAYS WITH 4 OR MORE RISERS AS PER REPAIR GUTTERS AND LEADERS AS REQUIRED REPAIR GUTTERS AND LEADERS AS REQUIRED 2020 RC OF NYS R311.7.8 Q z ADER0 GLAZING: z ALL WINDOWS WITHIN 5'-0" OF A SHOWER OR TUB TO BE TEMPERED AS PER 2020 RC OF NYC BUILDING LINE BELOW I — BUILDING LINE BELOWBUILDING LINE BELOW w R308.4.5. ( I = Q FULL LENGTH ALL WINDOWS WITHIN 36"ABOVE WALKING SURFACE OF A STAIRCASE AND WITHIN T-0" OF THE I I I 0 W = WALL STUDS z NING FOR NEW BOTTOM OF THE STAIRS TO BE TEMPERED AS PER 2020 RC OF NYS R308.4.7. I ( 1 I pC FRAMED OPE WINDOW OR EXTERIOR DOOR LLJ O 11 O p BATHROOM - KITCHEN LOCATION WALLS o _ I W I L' c WET AREA REQUIREMENTS; o '- @' MOLD RESISTANCE NOTE AS PER NYS RES CODE;GYPSUM BOARD OR L 0 CEMENT BOARD,USED IN AN ASSEMBLY FOR THE FOLLOWING AREAS,SHALL HAVE A MOLD RESISTANCE I o I I z o RATING OF 10 IN ACCORDANCE WITH ASTM D3273: 1.WALLS OF BATHROOMS/LAUNDRY 2. PORTIONS OF � z I O WALLS WITHIN 2 FEET OF KITCHEN SINKS TO A HEIGHT OF 4 FEET ABOVE THE FLOOR;3. PORTIONS OF WALLS I z I I An 71- FFI-F_ T WWITHIN2FEETOFKITCHENSTOVESTOAHEIGHTOF4FEETABOVETHEFLOOR m NOTE: ONCE NCE EXPOSES DIRECT REPLACE ANY DAMAGED z I LLfnI W -NO UPLIFT CONECTORS W 5AREA STRUCTURE AND COSMETICS AS REQUIRED TO BATHROOM NOTE: MAKE READY AND WATERTIGHT � ALL BATHROOM GLAZING TO BE TEMPERED GLASS OPAQUE AS PER PLAN LOCATION I m z 11 I 6 Ga.STRAP TIES MANUFACTURED EACH BATHROOM TO HAVE A 100 CFM EXHAUST FAN.WIRE TO TIMER SWITCH AND VENT TO � a I J BY SIMPSON 53TRON6-TIE GONNEGTOR5 USE INC-REN E MAX 0 ION CONNECTORS EXTERIOR T H R U 4"ALUM. DUCT MODEL No.G516 OR APPROVED EQUIVALENT. TO INCREASE GORRo510N RESISTANCE o EXISTING RIDGE EXISTING RIDGE W STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION EXISTING RIDGE AND WRAP UNIDER SILL PLATE AT FOUNDATION. 1"V ACO LUMBER. ul CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT O LL O I Lu I a O N R308.4 - GLAZING IN HAZARDOUS LOCATIONS: z I z 0 w LIFT CONNECTOR DETAIL I o I a- Qco GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN SWINGING AND SLIDING DOORS m ( Q w AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS WITHIN 24",AND WINDOWS WITH I I co � � .w_I > AREAS OF GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS THAN 18"ABOVE THE o o I 0 z CO �- FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE FLOOR AND A WALKING SURFACE WITHIN 36" I o oLu co I W J z I-Dwl HORIZONTALLY FROM THE GLAZING. I - z I U 3 ~ USE 511MP50N Z-MAX OR H06 CONNECTORS I = r`n+ TO IINGREASE CORROSION RE515TANCE !Z:U � = FOfLLj Z ALL HARDWARE IN CONNECTION J W/ACG LUMBER- coCARBON MONOXIDE DETECTION NOTES: I v p J a p a = I = Q �. 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM a z_ � I U V' 0 WALL STUDS a 16" O.G. THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT z z IIJ z N I f-- 2.CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUTTYPE I X I XLu w w w I w 3.ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON o w c� NOTA PSN BUILDING LINE BELOW N c ALL 5TRAPPIN6 TO BE I I ® p [0 INSTALLED A5 PER MANUFACTURES SMOKE DETECTION NOTES: PITCH W z PITCH Iui 5PEGIFIGATION5 AND NY5 CODE I o U 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE DETECTOR DEVICE,RECEIVING PRIMARY z F= POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE BUILDING LINE BELOW I I o Lu J Z PROTECTING THE BRANCH CIRCUITI BUILDING LINE BELOW L J I " I z 2.SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTORTYPE l— �J ¢ Q W 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILINGEXISTING RR JOISTS @ 16"O.C. EXISTING RR JOISTS @ 16"O.C. D' Q MOUNTED AND INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN EACH SLEEPING ROOM z I- BOTTOM PLA Q z .: ` L BUILDING LINE BELOW — BUILDING LINE BELOW z " AGQ SILL PLA SMOKE AND CARBON MONOXIDE NOTE: I f,_ 0510N-RE515TIVE FLA5HIN6 REPAIR GUTTERS AND LEADERS AS REQUIRED L AND TERMITE SHELL INSTALL ALL SMOKER AND CARBON MONOXIDE DETECTORS AS PER PLANS,ALL Z " SLAB ON BRAD UNITS SHALL BE HARD WIRED AND MEET ALL APPLICABLE BUILDING CODES. Q _ J 16 6a. STRAP TIES MANUFACTURED FU- - W BY 51MP50N 5TRON6-TIE CONNECTORS D MODEL No. 0516 OR APPROVED EQUIVALENT. �' N ' (I STRAP TO HAVE MIN. 1211 BEARING ON THE STUD m AND WRAP UNDER SILQL PLATE AT FOUNDATION. tt nn DV "x5"A" STL. BEARIN6 PLATE MANUFACTURED EBY SIMPSON STRONG-TIE CONNECTORS MODEL No. D L5FS�2 OR APPROVED EQUIVALENT ROOF "I L A ICAL s/a"xl2" HOOKED ANCHOR BOLT - a 5'-0" O.G. NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS INFIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED SCALE. 1/4" 11.011DRAWING NUMBER: - W 7 / " MIN. EMBEDMENT INTO CONCRETE - WITHIN 6-12" OF EACH END OF PLATE ■ FOIJN�ATION ST AFFINO DETAIL STRUCTURAL STEEL L T S U 1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH THE ASTM SPECS FOR A572 50 KSI STEEL AS PER �- THE AISC MANUAL. U 0 2, ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS REQUIRED OR WELDED CONNECTIONS, oo 3. ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO SATISFY BEAM END REACTIONS. '~ E � rn E 4. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE SHOP COAT OF APPROVED PAINT OR BE �I � � U GALVANIZED, Q >' 5. ALL WELDING TO BE PERFORMED 13Y LICENSED WELDERS AND TO MEET THE ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET THE REQUIREMENTS OF THE AISC, AWS AND Q Q z 04- 0 � ALL APPLICABLE BUILDING CODES. V c Lo 6. ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS AND SUITABLE BEARING PLATES AT BASES, J LU IN COMPLIANCE WITH AISC STANDARDS. z w m z 7. FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL COLUMNS. z `o NEw BEAM OO 0 8. ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE STABILITY UNTIL STRUCTURE IS COMPLETED. _ ¢ FLOOR JOISTS r-I 42 v 0 J= TO BE GONNEGTED TO NEW I=- O BEAM BY IA � 5TRON6-TIE(LU5 SERIES) E �, w AS REWIRED OR DOUBLE 2X STUD = Z APPROVED EMAIL EXJNEw FLOOR Jo15T5 MP551N HDUS-5D52. fU- 5EA�� I OK$ ID ANCHOR BOLT FLUSH L -� SIN. 121"1 PENETRATION ca Additional nailing or bolting may be INTO FOUNDATION U HURRICANE ANCHORS MANUFACTURED BY (DETAIL USED WHEN APPLICABLE) SCrequired 3/4" = 1 '-011 re uired with side-loaded multiple member SIMPSON STRONG-TIE CONNECTORS MODEL No. H23A OR APPROVED EQUIVALENT AT EVER .OR to current product literature. RAFTER TO PLATE CONNECTION BOTH 51DE5 WHEN RAFTERS DO NOT ALIGN WITH STUDS (DETAIL USED WHEN APPLICABLE) CONNECTION OF MULTIPLE I� M SIMP50N STRONG-TIE CONNECTOR PIECES OF TOP-LOADED BEAMS Oat DL.#H'7Z TO BE USED WHEN Uj RAFTER ALIGNS WITH STUD1 3/" Width Pieces: USE A MINIMUM OF TWO 8d U >_ NAILS THIS SIDE WITH A ° TOTAL OF FOUR INTO RAF 1 `1 u NEW E ® Minimum of 2 rows 16d (3Y") nails at 12" O.c. II Z L L BEAM- UPSET INTO .� �, FLOOR CONSTRUCTION ® Minimum of 3 rows 16d (3Y "") nails at 12 0.c. L I— LU LU ROOF RAFTER ��� ° DOUBLE TOP PLA i ; ; for 14" and deeper beams W i NEW GALVANIZED STEEL I ' U-BRACKET 51MP50N COLUMN ® Nailed connections require an additional row of 0 o A GAP LGG3.5-4 nails when nail size is smaller than specified a� (�') _ WELDED TO PIPE% - SIZE AS above (minimum 0.131" x 3.25") L REGU I RED FOR NEW LVL BEAM z ` POCKET-V.I.F. 31/" Width Pieces: O U ® Minimum of 2 rows Y" I— bolts at U5E 51MP50N Z-MAX OR HDO CONNECTORS / STUDS m Ib� O.G. �� 24" O.C. staggered 5 1/2 DIAMETER PIPE COLUMN 99 TO INCREASE CORROSION RESISTANCE < 0 ° STUD PLATE TIES MANUFACTURED BY 51MP50N SET IN NEW SPREAD FOOTING FOR ALL HARDWARE IN CONNECTION ° TWO 8d NAILS 5TRON&-TIE CONNECTORS MODEL No. RSP4 W/ Ar,0 LUMBER. 0 7 INTO PLATES OR APPROVED EQUIVALENT AT EVERY 5TUD Z TO PLATE CONNECTION WHEN RAFTERS DO NOT 0w 16HT 5d NAILS ALIGN WITH STUD OL . TO 5 E A� DET AIL �/���I I INTO STUDSI H E A D E R � E TA ( L HOLD DOY `�I `� DETA I LUJ (DETAIL USED WHEN APPLICABLE) SCALE: 1 " = 1 '-0" NTS NTS O W z ROOF STRAFF I NO I:�)ETA I L_ w L 0 Ln Ln NOTE: ONCE EXPOSES - DIRECT REPLACE ANY DAMAGED REPAIR ASPHALT ROOF SHINGLES - STRUCTURE AND COSMETICS AS REQUIRED TO AS REQUIREDT7 Ln NOTE: ONCE EXPOSES - DIRECT REPLACE ANY coz MAKE READY AND WATER TIGHT DAMAGED STRUCTURE AND COSMETICS AS � - — REQUIRED TO MAKE READY AND WATER TIGHT > Q N O w o REPAIR GUTTERS AND LEADERS - � nom.. Q w m AS REQUIRED Q E co � � � > o LU z I-= w - Q W REPAIR DAMAGED SIDING AS REQUIRED o6 = a = ca 7nJLC14 % I % % U ILD c� p EXISTING COVERED PATIO COVERED IL PATIO 7Li ca ALLGRADING AT PERIMETER OF PROPERTY TO REMAIN �\ AS PER THE EXISTING z Q LU Z ALL DAMAGED WINDOWS/DOORS TO BE REPLACED-IN NOTE: GRADE VARIES NOTE: GRADE VARIES NOTE: GRADE VARIES NOTE: GRADE VARIES KIND; MATCH EXISTING ROUGH OPENING. EXISTING U Uo Z I EXISTING FOUNDATION TO REMAIN FINISH TO BE REPAIRED, FINISHED AND PAINTED TO J` a MATCH EXISTING AS REQUIRED Q F_ LLJ EXISTING FOUNDATION TO REMAIN m a \ZOT EAST DRAWING NUMBER: F 0 NORTH NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED SCALE: 1/4" = 1'-0° NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED SCALE: 1/4" = 1'-O" U 4_j E u O U WOOD ANT MOTES +� E NOTE: OUTDOOR AIR INTAKES AND EXHAUSTS NEW EXISTING WALL INSTALL CAULK - STOPPING Q Z 0 1. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL A CONTINUOUS LOAD PATH SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS STRUCTURE — z NOTE: FIRESTOPPING Q SHALL BE PROVIDED TO TRANSFER ALL WIND AND GRAVITY LOADS FROM THE ROOF WALL AND THAT CLOSE WHEN THE VENTILATION SYSTEM IS TYPICAL FOR IN WALL Q p Z FLOOR SYSTEMS TO THE FOUNDATION. ALL RAFTERS, STUDS AND FLOOR JOISTS TO ALIGN AS NOT OPERATING GALV. FURRING STRIPS GALV. FURRING STRIPS AS REQUIRED SINK LINES 0 u WATER REPELLANT BOARD REPLACE W/ 5/g" TYPE "X" J w FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO FOUNDATION. WATER REPELLANT z w Co z N 2. ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH ALL STRUCTURAL _ BOARD GYP. BOARD AS REQUIRED Q u z DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, WITH A MINIMUM FIBER _ TILE AS PER OWNER DC L 0 w REPLACEMENT TOILET STRESS OF 900 PSI, E=1,600,000, G=0.49. CAULK 4" GALVANIZED DUCT THROUGH CEMENT MORTAR 00LD 3. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST ALL WOOD MEMBERS IN = TILE AS PER OWNER (� rl Q L.L. CONTACT WITH CONCRETE OR MOIST CONDITIONS AS PER NYS RBC TO BE ACQ LUMBER. EXTERIOR WALL W/WEATHER = GROUT z = �' FASTENERS FOR ACQ LUMBER TO BE HOT DIPPED OR STAINLESS STEEL ONLY. STRIPPING. RANGE HOOD DUCT _ TILE As PER OWNER TUB MORTAR BOND -J w EXTERIOR WALL 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER FLOOR SHALL NOT BE LOADED �� SIZE MAY VARY. = FLEXIBLE SEALANT COAT = ?: z UNTIL LATERALLY BRACED AS PER NYS RBC AND/OR MANUFACTURER AS APPLICABLE, INCLUDING __ 3 ALL BLOCKING, SHEATHING, RIM BOARDS, BRACING, ETC. I SECOND FLOOR INSTALL FIRESTOPPING 3 5. ALL WOOD DECKING TO BE NAILED AND GLUED.ALL WOOD DECKING TO BE NAILED AND GLUED. _ 1" CONCRETE VIBRATION 6. ALL METAL FRAMING CONNECTORS SPECIFIED IN THESE DRAWINGS ALL METAL FRAMING EXHAUST HOOD _ ISOLATION AREA AS REQUIRED PLUMBING BREACH REPAIR CONNECTORS SPECIFIED IN THESE DRAWINGS ARE BY SIMPSON. ANY SUBSTITUTIONS MUST BE FAN INSIDE WALL CABINET = rue HANGER L7 SUBMITTED TO ARCHITECTS FOR APPROVAL PRIOR TO INSTALLATION, KITCHEN EXHAUST HOOD = PROPOSED TUB NTS 7. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO ENGINEERED WOOD W/ BUILT-IN FAN = MEMBRANE WATERPROOFING MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS MANUFACTURED BY TRUS JOIST �?�®® _ CONTINUOUS LINER 4" FLOOR DRAIN 4" FLOOR DRAIN MacMILLAN. ALL MEMBERS TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS - TO BE APPLIED 12" ABOVE FINISHED FLOOR FINISHED FLOOR SPECIFICATIONS. ® RANGE FIRST FLOOR = FLOOR L BATH Lr) ROOM WALLS AND ENTIRE SUB-FLOORING SUB-FLOORING 8. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE NO SUBSTITUTION ON m BATHROOM FLOOR. M ENGINEERED LUMBER MANUFACTURER WILL BE ACCEPTED UNLESS ALTERNATE SPECIFICATIONS WOOD JOISTS WOOD JOISTS al ARE PRESENTED AND ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION. DETAIL @ WALL / w cTUB DETAIL @ WALL /FLOOR �� ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT SIGN-OFFS IF 4"WASTE LINE 4"WASTE LINE u � INCORRECT JOISTS ARE INSTALLED. z z 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE CUTTING AND W NOTCHING OF ENGINEERED SEAMS AND JOISTS MUST BE IN STRICT ACCORDANCE WITH TUB - WALL WATER PROOFING DETAIL ELEVATION SECTION �� U � MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. FAILURE TO FOLLOW MANUF SPECS WILL KITCHEN EXHAUST HOOD DETAIL FLOOR DRAIN DETAIL w RESULT IN THE UNSATISFACTORY MEMBERS BEING REPLACED AT THE GENERAL CONTRACTOR'SFRAME SUBSTITUTION PERMITTED IN ONE/TWO FAMILY DWELLINGS ® —' 0 EXPENSE. NTS NTS IF REQUIRED NTS 0 _ Lu H 0 U Q � oc oc 0 z 0 � w p� w o oc Q 0 w 17 �I oc z rw uUo � :rNOTE: ONCE EXPOSES - DIRECT REPLACE ANY 0 REPAIR ASPHALT ROOF SHINGLES 7 T7DAMAGED STRUCTURE AND COSMETICS AS O AS REQUIRED ifil III Ln REQUIRED TO MAKE READY AND WATER TIGHT REPAIR ASPHALT ROOF SHINGLES NOTE: ONCE EXPOSES - DIRECT REPLACE ANY Ln AS REQUIRED DAMAGED STRUCTURE AND COSMETICS AS REQUIRED TO MAKE READY AND WATER TIGHT _ REPAIR GUTTERS AND LEADERS m AS REQUIRED n 0 Lum OQ j o I- w +, ALL DAMAGED WINDOWS/DOORS TO BE REPLACED-IN + a w m N �� / U L / / REP IR GUTTERS AND LEADERS KIND; MATCH EXISTING ROUGH OPENING. EXISTING / o Q w w [� a ❑ AS REQUIRED FINISH TO BE REPAIRED-flih I ,LILL , FINISHED AND PAINTED TO ❑ N °� (D J > ❑ o a Ll IL u- I ❑ z I- MATC-I EXISTING AS REQUIRED / � NL Uu NEW EGRESS WELL REPAIR DAMAGED SIDING AS REQUIRED I = >_ < w aj SEE PLANS EXISTING COVERED PATIO U (D p Ln p AC ALL GRADING AT PERIMETER OF PROPERTY TO REMAIN I COMPRESSOR AS PER THE EXISTING I NOTE: GRADE VARIES NOTE: GRADE VARIES I I I I NOTE: GRADE VARIES I I I I I I I I I I L---I � \ Z uj EXISTING FOUNDATION TO REMAIN i i i i. EXISTING FOUNDATION TO REMAIN \� _----- a °C r OTE: GRADE VARIES z a OC ;: ;.. ' N NOTE: GRADE VARIES --- _ J Q _ s J r' u a I. ,' Lu REAIR ELEVATION .\' ^ Jf . lri N WEST SOUTHS I E E L EVAT 10 N Q NOTE:ALL DIMENSIONS ARE PLUS AND MINUS,G.C.TO VERIFY ALL DIMENSIONS INFIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED SCALE; 1/4" = 1'-011. NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR PARTITION WORK PERFORMED SCALE: 1/4" - 1'■O" DRAWING NUMBER: U a. UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE 2 x 4 WOOD FRAME @ TOP&SOLE PLATE 2 x 4 WOOD FRAME @ TOP &SOLE PLATE y 2 x 4 WOOD FRAME @TOP &SOLE PLATE 2 x 3 WOOD FRAME @TOP &SOLE PLATE oo ONE LAYER 5/8"TYPE"X" ONE LAYER 5/8"TYPE "X"GYPSUM BOARD ONE LAYER 5/8"TYPE "X"GYPSUM BOARD EACH SIDE ONE LAYER 5/8"TYPE "X" GYPSUM BOARD EACH SIDE U -i GYPSUM BOARD EACH SIDE EACH SIDE 2 x 4 WOOD STUDS @ 16"O.0 2 x 4 WOOD STUDS @ 16"O.0 Q o z � 2 x 4 WOOD STUDS @ 16"O.0 2 x 3 WOOD STUDS @ 16" O.0 MINERAL FIBER INSULATION MINERAL FIBER INSULATION Q O =° ' rn = U J Q ri .� w m rn z w m z = z BASE MOLDING BASE MOLDING BASE MOLDING BASE MOLDING < u O0 F FINISHED FLOOR&BASE COORDINATE FINISHED FLOOR&BASE FINISHED FLOOR &BASE COORDINATE W/OWNER FINISHED FLOOR&BASE COORDINATE Z 2 W/OWNER COORDINATE W/OWNER W/OWNER V' r-, Q U z (1) 0 EXISTING FLOOR CONSTRUCTION EXISTING FLOOR CONSTRUCTION EXISTING FLOOR CONSTRUCTION EXISTING FLOOR CONSTRUCTION z w 2 i�: GA FILE NO. WP 3644 z GA FILE NO. WP 3644 GYPSUM WALLBOARD, WOOD STUDS, F— 3 GYPSUM WALLBOARD, WOOD GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION STUDS GYPSUM WALLBOARD, WOOD STUDS MINERAL FIBER INSULATION .>_ SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW ONE LAYER 5/8"TYPE X GYPSUM ONE LAYER 5/8"TYPE "X" ONE LAYER 5/8"TYPE "X"GYPSUM ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES GYPSUM WALLBOARD OR WALLBOARD OR GYPSUM VENEER WALLBOARD APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 12" GYPSUM VENEER BASE APPLIED BASE APPLIED PARALLEL OR AT vu TO EACH SIDE OF 2 X 4 WOOD STUDS 16" O.C. WITH 2-1/4"TYPE S OR W DRYWALL ,�N PARALLEL OR AT RIGHT ANGLES RIGHT ANGLES TO EACH SIDE OF 2 x 3 O.C. WITH 2-1/4" TYPE S OR W DRYWALL SCREWS 12" O.C. 3-1/2" MINERAL FIBER TO EACH SIDE OF 2 x 4 WOOD WOOD STUDS 16"O.0 W/1"TYPES SCREWS 12" O.C. 3-1/2" MINERAL FIBER INSULATION, NOMINAL 2.5 PCF, FRICTION PLAN VIEW STUDS 16" O.0 W/ 1"TYPE S PLAN VIEW DRYWALL SCREWS 8"O.C. AT PLAN VIEW INSULATION, NOMINAL 2.5 PCF, FRICTION PLAN VIEW FIT IN STUD SPACE. DRYWALL SCREWS 8" O.C. VERTICAL JOINTS AND 12"O.0 AT FIT IN STUD SPACE. VERTICAL JOINTS STAGGERED 16" O.C., Ln VERTICAL JOINTS AND 12" O.0 AT FLOOR AND CEILING TRACKS AND VERTICAL JOINTS STAGGERED 16" O.C., HORIZONTAL JOINTS STAGGERED 24" M FLOOR AND CEILING TRACKS INTERMEDIATE STUDS. HORIZONTAL JOINTS STAGGERED 24" O.C., AND INTERMEDIATE STUDS. JOINT STAGGERED 24" ON EACH SIDE O.C., ON OPPOSITE SIDES. W ON OPPOSITE SIDES. TESTED AT 2,578 LBS PER STUD OR 100 � >_JOINT STAGGERED 24" ON EACH AND ON OPPOSITE SIDES. PERCENT OF DESIGN LOAD. PLAN SYMBOL SIDE AND ON OPPOSITE SIDES. PLAN SYMBOL PLAN SYMBOL B.S.A#301-60-SM PLAN SYMBOL (LOAD-BEARING) z B.S.A#301-60-SM W NON-RATED PARTITION (2 x 4 FRAME) NON-RATED PARTITION (2 x 3 FRAME) ONE HOUR RATED PARTITION2 x 4 FRAME ONE HOUR RATED BEARING PARTITION 2 x 4 FRAME w u :D( ) ( ) W C� NTS NTS NTS NTS - n o � Lu � = U CONCRETE R806.1-ROOF VENTILATION REQUIRED: o U ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE CARBON MONOXIDE DETECTION NOTES: Q Q OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR 1. ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND DEVICE,RECEIVING PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT MINIMUM ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL 1/4 MAXIMUM, OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT o HAVING A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE R802.7.REQUIREDVENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2.CARBON MON O (V W FOOT. DEMOLITION PERFORMANCE DISCLAIMER. o R806.2-MINIMUM VENT AREA: 3.ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING W 2. ALL CONCRETE SHALL BE 1-2-4 MIX, Fc = 3,000 PSI. ALL CONCRETE SHALL THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE, ROOM CEILING MOUNTED AND INDICATED ON PLAN = Q BE 1-2-4 MIX, Fc = 3,000 PSI. PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL O W = �� �� R905.1.2-ICE BARRIERS:(TYPICAL FOR ALL EDGING)PROVIDE AN ICE BARRIER CONSISTING OF A SELF ADHERING POLYMER z 3. WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE PROPERLY DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO GOOD GENERAL PRACTICES SHOULD IN THE EVENT MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON SEE PLANS FOR LOCATIONS Q L� W WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE PROPERLY STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C. SHALL STOP WORK ROOFS WITH SLOPE EQUALTO OR GREATER THAN 8 ON 12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" 2 COMPACTED IN LAYERS. IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION. MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING 4. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB SMOKE DETECTION NOTES: W 0 INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE AND AT ALL COLUMN LOCATIONS.JOINT MATERIAL TO HAVE LOAD PATH NOTE: TYP.ROOF CONSTRUCTION SMOKE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM THE O 40 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHERTHAN THE INSULATION VALUE OF R-5 FOR 13UILDING CONSTRUCTION. ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF 15LB BUILDING PAPER FELT OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT O 5. STEEL REINFORCING BARS SHALL. BE IN ACCORDANCE WITH ASTM A615 r 5 8" CDX PLYWOOD ROOF SHEATHING 2.SUCH THE PHOKE TOELECTRIC RIC DETUST CTORTBE ERTHEIONIZATIONCHAMBER Ln DWELLING TO EXISTING FOUNDATION. SHOULD ANY LOAD BEARING WALLS BE EXPOSED OTHER THAN WHAT HAS BEEN � TYPE OR THE PHOTOELECTRIC DETECTOR TYPE � STEEL REINFORCING BARS SHALL, BE IN ACCORDANCE WITH ASTM A615 SHOWN ON THESE PLANS CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT ARCHITECT FOR INSTRUCTIONS REPLACE ROOF RAFTERS @ 16"O.C. 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0"OF THE GRADE 60 DEFORMED. ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED SCOPE NOTES: TO PROCEED. ON PLAN SMOKE DETECTORS REQUIRED IN EACH SLEEPING ROOM 6. MINIMUM LAP OF#4 REINFORCING BARS SHALL BE 2)" AND FOR#5 MINIMUM LAP OF#4 REINFORCING BARS SHALL BE 23" AND FOR#5 NOTE:ONCE EXPOSES-DIRECT REPLACE ANY AREA OF EXTENSIVE FIRE-WATER FRAME DAMAGE. G.C.TO DIRECT REINFORCING BARS 26"' EXT E R I 0 R LU M B E R N OT E DAMAGED STRUCTURE AND COSMETICS AS INSTALL FOAM BAFFLES m REQUIRED TO MAKE READY AND WATER TIGHT ALLOWING MINIMUM 1" REPLACE ALL DAMAGED STRUCTURAL COMPONENTS AS REQUIRED TO % BAFFLES(TYP) MAKE READY FOR OCCUPANCY. FRAME REPLACEMENT NOT LIMITED TO z i ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE AREA SHOWN, IN THE EVENT ADDITIONAL FRAME MEMBERS ARE > Q m ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3. EXPOSED AND FOUND DAMAGED G.C.TO DIRECT REPLACE AS WELL O Q � o IN-KIND.THIS NOTE IS TYPICAL FOR THE ENTIRE DWELLING SHOWN cc f— U 1, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL A INSTALL FOAM BAFFLES :OPTIONAL SPRAY FOAM IN LTJ ALLOWING MINIMUM 1" ATTIC R-40- 6 CLOSED ABOVE. z (,� w CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND ATTIC RAFTERS R-49 CLOSED SPRAY Q Ur (� m Lu GRAVITY LOADS FROM THE ROOF,WALL AND FLOOR SYSTEMS TO THE FIRE REPAIR WALLS @ FIRST FLOOR BAFFLES(TYP) CELL FOAM @ ALL DAMAGED PLUMBING SHALL REPLACED Q Lu „ � Ly j FOUNDATION. ALL RAFTERS, STUDS AND FLOOR JOISTS TO ALIGN AS TYP,WALL CONSTRUCTION EAVES 12 co J o FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO EXTERIOR SIDING AS PER OWNERS SELECTION 1.. FLOORS,WALLS AND CEILING INCLUDING INSULATION SHALL BE MADE z m I--- z 1 LAYER �'GYP.BOAiD 1 IAYER g GYP,BOARD READY. -� FOUNDATION. AIR INFILTRATION BARRIER o SD _ R-19 & R-30 = z 2. ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH ALL z" CDX PLYWOOD EXTERIOR SHEATHING zoo CD® ao o / RUNNING OPPOSITE ALL DAMAGED WINDOWS SHALL BE REPLACED U w aj STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO.2 OR 2x4 WALL STUDS @ 16 O.C. �m R-20 WALL INSULATION �} m DIRECTION ABOVE w m Q w *� EQUAL,WITH A MINIMUM FIBER STRESS OF 900 PSI, E=1,600,000,G=0.49. �� ALL DAMAGED STAIRS SHALL BE MADE READY AND FUNCTIONAL WITH = Q Z 3. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST ALL WOOD (R-5 FOAM PANELS ON EXTERIOR R-15 INSULATION INTERIOR) o� DINING ! % HAND RAILS. U (D 0 N �w LIVING p=r� — IL Lu MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS PER NYS REPLACE ALL DAMAGED GYP.BOARD PAINT,SPACKLE AND PAINT �� ROOM ROOM Q RBC TO BE ACQ LUMBER. FASTENERS FOR ACQ LUMBER TO BE HOT DIPPED IIE ALL CABINETS, ISLANDS,APPLIANCES, COUNTER TOPS AND BACK (AS REQUIRED)AS PER OWNERS COLOR APPROVAL IN-KIND(TYPICAL) SPLASHES SHALL BE MADE READY. OR STAINLESS STEEL ONLY. 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER FLOOR OWNER TO APPROVE ALL ITEMS NOTED ABOVE. SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/OR m MANUFACTURER AS APPLICABLE, INCLUDING ALL BLOCKING, SHEATHING, RIM DEMOLITION PERFORMANCE DISCLAIMER. GRADEAPPROX. SD SD Q BOARDS, BRACING, ETC. CD® CD® APPROX. z 5. ALL WOOD DECKING TO BE NAILED AND GLUED,ALL WOOD DECKING TO BE THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS GRADE Q w NAILED AND GLUED. PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION FINISHED FINISHED a �, �, BASEMENT BASEMENT CL FINISH FIRST FLOOR z - 6. ALL METAL FRAMING CONNECTORS SPECIFIED IN THESE DRAWINGS ALL IN A PROFESSIONAL MANOR IN ACCORDANCE TO GOOD GENERAL PRACTICES SHOULD IN THE EVENT STRUCTURAL DAMAGE — — Q z METAL FRAMING CONNECTORS SPECIFIED IN THESE DRAWINGS ARE BY OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C. SHALL STOP WORK IMMEDIATELY,TEMPORALLY 2x4 OR MTL STUDS W/Z PAPERLESS 0 SIMPSON. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECTS FOR STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION, MOISTURE PROTECTED BOARD AND APPROVAL PRIOR TO INSTALLATION. PROPOSED z_ R-15 INSULATION(TYP)FOR ALL EXISTING �! J Z 7. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO FINISHED WALLS FINISHED GRADE J Q ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE MANDATORY OWNER MATERIAL APPROVAL: BASEMENT u Q AS MANUFACTURED BY TRUS JOIST MacMILLAN. ALL MEMBERS TO BE XISTIN EXISTING SLAB � N INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTE:ALL FIXTURES TO PRE APPROVED UNIT OWNER PRIOR TO ANY ORDERING >- NOTE:ALL FINISH FLOORING G TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING NOTE:BOTTOM PLATES OF ALL FINISHED WALLS IN m 8. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE NO NOTE:ALL TILES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING TOUCH WITH EARTH SHALL BE ENCASED WITH SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE ACCEPTED NOTE:ALL PAINT AND GROUT COLOR TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING ELECTRICAL. P.T.-GALV.METAL(TYP) NOTE:ALL LIGHTING UNITS/FIXTURES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND ACCEPTED BY THE NOTE:ALL INTERIOR DOORS TO BE SOLID CORE AND BE PRE APPROVED BY OWNER PRIOR TO ANY ORDERING NOTE:WHEN WALL IS FREE STANDING INSTALL!" EXISTING LICENSED ELECTRICIAN TO EVALUATE ALL EXISTING ELECTRICAL COMPONENTS AND MAKE READY ALL FIXTURES TO BE BOARD BOTH SIDES WATER REPELLANT TYPE ARCHITECTS PRIOR TO START OF CONSTRUCTION. ARCHITECTS WILL NOT NOTE:ALL DIMENSIONS ARE PLUS AND MINUS.G.C.TO VERIFY ALL DIMENSIONS IN FIELD MANDATORY OWNER MATERIAL APPROVAL NOTES: APPROVED BY OWNER PRIORTO ORDERING FOUNDATION APPROVE ANY CHANGES FOR BUILDING DEPARTMENT SIGN-OFFS IF PRIOR TO ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO NOTE:ALL FIXTURES TO BE PRE-APPROVED BY UNIT OWNER PRIOR TO ANY ORDERING INCORRECT JOISTS ARE INSTALLED. ANY INTERIOR PARTITION WORK PERFORMED NOTE:ALL FINISH FLOORING TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING WINDOWS: FINISHED BASEMENT WALL DRAWING NUMBER: 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE NOTE:ALL TILES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE INNOTE:ALL PAINT AND GROUT COLOR TO BE PRE-APPROVED BY OWNER PRIOR TO ArlY ORDERING NTS NOTE:ALL LIGHTING UNITS/FIXTURES TO BE PRE-APPROVED BY OWNER PRIOR TO AMY ORDERING ARCHITECT-OWNER TO APPROVE ALL WINDOWS PRIOR TO ORDER STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. FAILURE TO FOLLOW MANUF SPECS WILL RESULT IN THE ALL WINDOWS TO BE NEW. INSTALL W/IN EXISTING R.O.UNLESS OTHERWISE NOTED(TYP.) CrKm% OSS SECT101r\4 UNSATISFACTORY MEMBERS BEING REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. SCALE: 1/4" = V-0" U TUB SURROUND FINISH TUB11 NIT V TUB SURROU -a+ 000 = TUB UN�� ru (BEYOND) ,� p) E INSTALL PLUMBING AT CONTINUOUS BEA OF @) 1" RIGID INSULATION / / INTERIOR L INTERIOR VERTICAL CHASE SEALANT Q 0 Z ROUGH CUT AROUND PROVIDE BLOCKING AT Q v r� VENTILATION CHUTE / VENTILATION CHUTE PROVIDE INTERIOR SHEATHING STUD CAVITY AT TUB Q O 3 cu —AIR SEAL PERIMETER ATTIC INSULATION AT EXTERIOR WALL PRIOR WITH EXPANDING TO INTERIOR WALL ASSEMBLY I AT EXTERIOR WALL INSULATED EXTERIOR J Q FOAM SEALANT STUD WALL z z FLOOR ASSEMBLY I = Z � � W co >- N "I A "I THIN-PROFILE WALL <( U E SHEATHING F_- o `^ INTERIOR VERTICAL CHASE — n- w INSET BAND JOIST INTERIOR INTERIOR CONTINUOUS BEAD O v PROVIDE INTERIOR SHEATHING SEALANT o0 2E ( - CAVITY INSULATION WALL AT EXTERIOR WALL PRIOR WALL I o Q - � 1 1/2" RIGID INSULATION TO INTERIOR WALL ASSEMBLY I ENT BACKER B ARD z m O MUDSILL EXPANDING FOAM —� w ----- SILL SEALER - - - - - --WOOD FRAME _ 3: z CONTINUOUS BEAD C CONTINUOUS BEAD OF SEALANT FLOOR ASSEMBLY— u OF SEALANT FOUNDATION WALL 3 1 1/2" RIGID INSULATION LADDER BLOCKING AS REQ'D EXTERIOR INSULATED WALL � INSULATED EXTERIOR WALL LADDER BLOCKING AS REQUIRED .� INSULATED EXTERIOR WALL � 1 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT NTS 2 INSET BAND JOIST AT MUDSILL// 1 1/2" RIGID INSULATION AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING H SECTION NTS 3 NTS 4 NTS 5 NTS L1) m rn W CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE WOOD FRAME FLOOR U >_ CONTINUOUS BEAD ASSEMBLY OF SEALANT WOOD FRAME FLOOR CONTINUOUS BEAD OF z ASSEMBLY SEALANT � W CONTINUOUS BEAD OF INTERIOR WOOD FRAMED WALL �J ~ 0 FLOOR TRUSS SEALANT 1/2" GYPSUM BOARD U ASSEMBLY PROVIDE INTERIOR SHEATHING DRYWALL CLIP 1/2" GYPSUM BOARD Q � 0 AT EXTERIOR WALL PRIO DRYWALL CLIP Q TO SOFFIT ASSEMBLY O _ WOOD FRAME SOFFIT CONTINUOUS ASSEMBLY U OF SEALANT CONTINUOUS BEADW — PROVIDE INTERIOR SHEATHING OF SEALANT INSULATED EXTERIOR WALL � z 0 AT EXTERIOR WALL PRIOR INSULATED EXTERIOR WALL O U CONTINUOUS BEAD TO SOFFIT ASSEMBLY EXTERIOR WALL SHEATHING OF SEALANT WOOD FRAME SOFFIT EXTERIOR WALL SHEATHING � Q Q INTERIOR GYPSUM WALLBOARD INTERIOR ASSEMBLY AS AIR BARRIER CONTINUOUS BEAD CABINETRY— OFSEALANTQ O � w 6 CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOISTNTS 7 AIR SEAL AT BUILT-OUT SOFFIT Q AIR SEAL AT CABINET SOFFIT H TWO-STORY 2-STUD CORNER WITH DRYWALL CLIPS INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS � Lu 0 NTS V NTS 9 NTS 10 NTS 0 = Wz Q W LL ATTIC INSULATION W ELECTRICAL WIRE ATTIC FLOOR FRAMING PLUMBING PIPE RIGID INSULATION °R-VALUE/DEPTH PER CLIMATE' / / 0 TOP PLATECOMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE PROVIDE INTERIOR SHEATHING AT / / / I TOP PLATE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED EXTERIOR WALL AND CEILING PRIOR / Q TO SOFFIT ASSEMBLY EXPANDING FOAM SEALANT ATTIC INSULATION / O EXPANDING FOAM / / SEALANT WOOD TRUSS FR / WALL STUD SHEATH INTERIOR OF / WALL STUD ATTIC ACCESS TO / +1" OF INSULATION LEV Z MECHANICAL LATCH TO PRESSURE 1" RIGID INSULATION / / m CONTINUOUS BEA T SEAL AT WEATHERSTIRIPPIVG W Lu ACCESS PANEL (, ° DRAWACCESS PANEL SNUG m WITH PERIMETER SCREWS O Q Q z O TRIM S Lu 11 AIR SEAL AT'rOP PLATE PIPE PENETRATION NTS 1 2 AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION MANUFACTURED PULL DOWN STAIR FINICEILINRED N Gz ~VJ NTS O cL Q (D �- m CONTINUOUS BEAD Q �_ :E :E 0 OF SEALANTLu 77d c 5 J O m ~ U OZ WOOD FRAME SOFFIT Z ° AIR SEALING AT ATTIC HATCH H FINISH SCREWSW O 14 NTS INTERIOR ASSEMBLY Y U z (D • - CABINETRYK -- U W aJ W >- Q W W ,-, SEALING AT ATTIC PULL DOWN STAIR U (3 � Ln W � 13 NTS 15 AIR SEAL AT CABINET SOFFIT H SINGLE-STORY NTS m Q V uj Q TAPE EA EXPANDABLE FOAM SEALANT AND CAULKING Q z i' : z SEAMS AT INSULATION �— AT ROUGH OPENING R403.3.1 INSULATION(PRESCRIPTIVE)SUPPLY AND RETURN I'`" ° ' C7 TAPE SEAMS AT INSULATION JOINTS NO PIPE EXPOSURE R-6 MIN. DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF '� ,�, •' cn JOINTS NO PIPE EXPOSURE R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 r`,'` 0 z z WHERE LESS THAN 3 INCHES IN DIAMETER.SUPPLY AND J Q RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING NOTE: SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 U Q THE AIR LEAKAGE TESTING SHALL BE INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS ~ LnPERFORMED NOT TO EXCEED 3 ACH THAN 3 INCHES IN DIAMETER. m POLYETHYLENE PIPE INSULATION MIN. R-3 R403.3.2 SEALING(MANDATORY).DUCTS,AIR HANDLERS POLYETHYLENE PIPE INSULATION MIN. R-3 REFRIGERANT LINES AS PER MANUFACTURER AND FILTER BOXES SHALL BE SEALED,JOINS AND SEAMS HOT & COLD DOMESTIC WATER LINE SHALL COMPLY WITH THE NYS MECHANICAL CODE,AS APPLICABLE. PIPE INSULATION FOR DOMESTIC WATER LINE PIPE INSULATION FOR REFRIGERANT LINE DETAIL FOR DOORS AND WINDOWS DUCT INSULATION DETAIL NTS NT NTS NTS DRAWING NUMBER: GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT 1. ALL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, WITH A MINIMUM FIBER 1. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND TO BE SCALED. STRESS OF 900 PSI AND A MODULUS OF ELASTICITY OF 1,600,000, UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF WALL AND FLOOR SYSTEMS TO THE REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER ALL DRAWING HAVE BEEN PRODUCED, EVALUATED AND STATE AND LOCAL CODES AND REQUIREMENTS. �+'' o NOTED. FOUNDATION. ALL RAFTERS, STUDS, AND FLOOR JOISTS TO ALIGN AS PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, v oo - 2. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO THE MOST CURRENT NEW YORK STATE ENERGY 4--JA � ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR rn E DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A 2. ALL ENGINEERED STRUCTURAL WOOD MEMBERS, INCLUDING ENGINEERED FOUNDATION. CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED .E APPROVED EQUAL. � COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS, TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR WITH STANDARDS REFERENCED THEREIN L r Z MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL, AND INSTALLED AS PER MANUFACTURERS SPECS. 2. ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR3. ALL PLUMBING SUPPLY PIPING TO BE A MIN. OF 1/2" COPPER MAINS. Q Q a EQUAL, WITH A MINIMUM FIBER STRESS OF 900 PSI, E=1,600,000, G = 0.49. REFERENCED CODE PRINTING: O = c, 3. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH 3. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS, OR FACE Q °C u 1° THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION. ALL OF MASONRY FOR MASONRY WALLS, UNLESS OTHERWISE NOTED. 3. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN. 4" IN DIA. AND TO • 2020 RESIDENTIAL CODE LU w rn LU m z N BE CONNECTED TO AN APPROVED SANITARY SYSTEM. EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED. ANY PER NYS RBC TO BE ACQ LUMBER, FASTENERS FOR ACQ LUMBER TO BE HOT c: = z z � DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S), HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI A117.1 2009 ca O E PRIOR TO COMMENCING WITH THE WORK. 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE. - F- Y0 Ln L PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR, CEILING, AND '� ROOF UNLESS OTHERWISE NOTED. 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ • ASHRAE 90.1 - 2013 (JULY 2014 PRINTING) •� oo 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB AND 6. IF A HOT WATER HEATER IS REQUIRED, MINIMUM SIZED TO BE 40 GALLONS T-i Q U LL OR MANUFACTURER AS APPLICABLE, INCLUDING ALL BLOC<ING, SHEATHING, RIM = o MINIMUM, OR A TANKLESS WATER HEATER INSTALLED AS PER NYS CODE. THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 5. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEILING BOARDS, BRACING, ETC. • ASCE 7 - 2010 - Ln F DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDED JOISTS, ROOF RAFTERS, HEADERS AND BEAMS. •- L DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS 5. ALL WOOD DECKING TO BE NAILED AND GLUED. 7. HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS U z OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0" IN ANY 6. PROVIDE CONTINUOUS METAL TERMITE SHIELDS AND ACQ TREATED WOOD RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. • ASCE 24 -2014 3 MEASUREMENT. PLATES ALONG PERIMETER WALLS, CONTRACTOR TO ENSURE MINIMUM OF 6" 6. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS g, SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS SHALL • A17.1 - 2013 3 BETWEEN GRADE AND WOOD SILL. MANUFACTURED BY TRUS JOIST MacMILLAN. ALL MEMBERS TO BE INSTALLED IN fB 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIDNS. COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. Q9 ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR 7. MINIMUM (2) 2 X12 HEADERS OVER ALL OPENINGS, UNLESS OTHERWISE NOTED. • ACCA 8TH MANUAL J & S - J - 2014 ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE S - 2011 CERTIFICATE. 8. ALL STUD, JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D - 2014 PER THE NYS RESIDENTIAL BUILDING CODE. ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION. 6. THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB-CONTRACTORS SHALL E3E RESPONSIBLE FOR PROPER PERFORMANCE 9. ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES- `r' OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND BUILDING CODE. 8. USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEEREDSECURITY ON THE JOB SITE. THE ARCHITECT AND HIS AGENTS ARE NOT JOISTS -SOLID SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE. M 0) RESPONSIBLE OR LIABLE FOR THE: ABOVE AND SHALL BE HELD HARMLESS AND 10. USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND w T__l INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR WINDOWS. 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY r-1 LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FAILURE TO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS. HE SHALL u 11. FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. Z 7. ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS, CHIMNEYS, ROOF VENTILATORS, HIPS, RIDGES, VALLEYS, CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. W NEW YORK STATE. GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE, AND GABLE ENDS. 2. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, U D�-- W DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN "U" VALUE 10. CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. DISCREPANCIES AND/OR Q W OF .35. ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN "U" 12. ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SPACKLED, 3 COATS, AND TRUS JOIST MacMILLAN PRIOR TO START OF JOIST INSTALLATION. REFER TO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON VALUE OF .40. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. O O INDICATED ON THESE DRAWINGS. ALL WEB PENETRATIONS AS PER 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 13. WATERPROOF GYP. BD. TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERS DETAILS. INSTALL ALL BLOCKING, STIFFENERS, ETC. AS PER 3. ALL WORK SHALL BE GOVERNED BY THE LOCAL BUILDING CODE (LATEST U PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION), AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE z COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL ENERGY CODE COMPLIANCE rvoo STANDARDS AND GOOD PRACTICE. 14. BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11. AS PER NEW YORK STATE BUILDING CODE, MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE 0 U FAN (50 CFM MINIMUM) CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN 1. ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON '�/ 1 9. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OF CONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING -`- Q M SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. = = HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15. ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL SERIES GLAZING. 4. PERFORM THE WORK OF ALL TRADES IN A COMPLETE, THOROUGH AND YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. Z o REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES INSPECTION OF HIS WORK.. 16. GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2. ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A. ILLI 0 EQUIPMENT TO MEET ALL APPLICABLE CODES. = Q 10. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL CONCRETE NOTES 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3. INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS O w = 17. GC TO INSTALLALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE SHALL BE 72° FOR HEATING AND 75° FOR COOLING Q ry- z FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF - COLOR AS PER OWNER. BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH W SHALL BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF 1. ALL CONCRETE SHALL BE 1-2-4 MIX, Fc = 4000 PSI. LL cc GOOD PRACTICE AND ALL GOVERNING CODES. ALL SHORING AND BRACING 4. UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY G SUCH MATERIALS AND PRODUCTS. 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN PERFORMANCE SOFTWARE, ALL INSULATION VALUES FOR W 11. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR = -I COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY 3. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND 6. ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING CLIMATE ZONE 4 IN TABLE N1102.1.2 ON SHEET T-4. Q PARTITIONS„ TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, O WIRING, PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN 1. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF 5. IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD, Lr) OR CEILINGS BEING REVISED, TO PROVIDE A COMPLETE JOB IN ALL AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-5 FOR BUILDING CONSTRUCTION. TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. HIS WORK. Lr) 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4. STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY AN COMPLIANCE. COMPLIANCE SOFTWARE TOOLS SHALL PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975, BUILDING 60 DEFORMED. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS AND EXISTING AREAS, INSTALL AIND REMOVE (AFTER COMPLETION) ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATING TO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED TEMPORARY SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY 5. MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20" AND FOR #5 TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION, AND SHALL BE SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY 3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC. REQUIRED REINFORCING BARS 26". SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. 1 77 KIND, INCLUDING DUST. TO PROTECT THE WORKMEN, OWNER'S PERSONNEL AND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). m DUE TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF 13. FLASH, CAULK AND SEAL ALL.IUNCTIONS OF NEW AND EXISTING ROOFS, WALLS, PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 6. AS PER N1102.2, WHERE R-49 INSULATION IS REQUIRED IN � AND PENETRATIONS, TO FORM A WATERTIGHT ASSEMBLY. ALL FLASHING TO BE W 16 OUNCE AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. ATTIC CEILING SPACES, INSTALLING R-38 OVER 100% OF THE > m 4. THE CONTRACTOR SHALL ATALLTIMES PROVIDE PROTECTION AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO 0 Q 14. ALL ELECTRICAL WORK SHALL.CONFORM TO RULES AND REGULATIONS OF THE WEATHER (RAIN, WIND, STORMS, FROST OR HEAT) SO AS TO MAINTAIN ALL WORK, SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER � o MATERIALS EQUIPMENT AND FIXTURES FREE FROM DAMAGES REPAIR ANY ELECTRICAL NOTES z z Cf RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR. FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS W Q O w DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE, OR THAT OF CONTROLLED INSPECTION OVER THE WALL TOP PLATE AT EAVES. Q Ejj m THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER ANY PERSON, OR PERSONS ON OR OFF THE SITE, CAUSED BY THE DEMOLITION 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 06 w J PRIOR TO FINAL PAYMENT. WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. O �-- v Lu REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL 0 z z ~ > 15. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS 7. AS PER N1102..22, WHERE INSULATION VALUES ABOVE R-30 W =, m O F- O 5. CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL EXISTING ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE z Z U Z AND EXCESS MATERIALS, TO THE SATISFACTION E THE OWNER, INCLUDING STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 2. THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE U i"- ` : z W U, LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. 1. AS PART OF THE CONTRACT FOR CONSTRUCTION, THE GC FOR THE PROJECT W >- Q Q W w Q) BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION U Q 0 0 = o UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. MUST RETAIN A THIRD PARTY ENGINEERING CONSULTANT (SPECIAL INSPECTOR) co INSTALLED IN THEIR ENTIRETY. FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS IS 16. REQUEST FOR FINAL PAYMENIT MUST BE ACCOMPANIED WITH A WAIVER OF TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS LIMITED TO 500 SQUARE FEET OR 20% MAX OF THE TOTAL O Q U) z LIENS,SIGNED BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND INDICATED ON THE PLANS, INCLUDING BUT NOT LIMITED TO PILE INSTALLATION, 6. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT, REBAR PLACEMENT, REBAR COVER, INSULATE CEILING AREA, WHICHEVER IS LESS. TO THE GENERAL CONTRACTOR. REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL, SPECIFIED CONCRETE STRENGTH, CONCRETE POURING DISTRIBUTION, 4. G.F.I. CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, KITCHEN, 8. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND 17. PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S WORKMAN-LIKE MANNER. CONCRETE ULTIMATE STRENGTH, MASONRY, ALL FRAMING INCLUDING JOISTS, RESPONSIBILITY. THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF GARAtE, AND AS REQUIRED BY CODE. BEAMS AND GIRDERS, BOLTING AND ALL STEEL CONNECTIONS (BOLTED AND VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING GOVERNMENT AGENCIES. WELDED). ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4. TESTING TO 7. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 5. ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WORK PROGRESSES. COMPLY WITH THE REQUIREMENTS OF THIS SECTION. m FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. 18. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN Q CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE WITH SAME. 2. CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS u z Lu ARCHITECTS PRIOR TO START OF WORK. ANY CHANGES MADE BY THE CONDUCTED BY MUNICIPALITIES, AND REGARDLESS OF WHETHER OR NOT WORK Q . _ , CONTRACTOR (STRUCTURAL MEMBERS, WINDOW CHANGES, ETC) RESULTING PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT 8. PROTECTAND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. HAVING JURISDICTION. ; . CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A MANNER Q NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HVAC NOTES 3. A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT THE COMPLETION 4 ; N OF INSTALLATION, CERTIFIED BY A NY STATE LICENSED ENGINEER PRESENT ON p CONTRACTOR'S COST. ARCHITECTS WILL NOT BE RESPONSIBLE FOR HAVING JURISDICTION. CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. SITE DURING INSTALLATION TO CERTIFY THAT ALL PILES ARE INSTALLED AS PER r, Q 9. ALL EXISTING DUCTWORK, ELECTRICAL EQUIPMENT, ETC. IN AREAS TO BE 1. ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 200% (DESIGN LOADS INDICATED c;t 19. UNLESS SUPERSEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES, AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). _ Q AGREEMENT BETWEEN THE OWNER AND THE ARCHITECT, THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. uLu H N SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4. CONFIRMATION SHALL BE PROVIDED BY THE GC TO THE ARCHITECTS } SERVICES RENDERED TO THE CLIENT. THE ARCHITECT HAS NO FURTHER 10. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS Q CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS, EVIDENCED BY 7 AND 28 DAY BREAK REPORTS. CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. ACCORDANCE WITH ALL APPLICABLE CODES. IN ALL CASES, THE ARCHITECT 11. LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING 5. A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM, IF APPLICABLE, AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C. UPON COMPLETION OF WORK CERTIFYING THAT ALL WORK HAS BEEN WITH DIMENSIONS, SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL. IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS, AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION DRAWING NUMBER: SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS. 12. WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR WALL, REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6. GABY TCHILINGUIRIAN, AS ARCHITECT OF RECORD, HAS NO RESPONSIBILITY FOR STUDS, IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATICN AND INSTALLATION. CONSTRUCTION SUPERVISION, MANAGEMENT OR INSPECTIONS OF ANY KIND. E ' IDENT [ AL 10D �E� ( 2020 N �� W Y K AT R 'lom EFFECTIVE AS OF MAY 12TH , 2020 O R301.1 - APPLICATION: R317.1 - PROTECTION AGAINST DECAY: R502.6 - BEARING: R802.3.1 - CEILING JOIST AND RAFTER CONNECTIONS: N oro BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/2" CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE ' SAFELY SUPPORT ALL. LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, AND GRADE OF LUMBER, PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1. THESE AREAS INCLUDE WOOD JOISTS WITHIN 18" AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1"X 4" RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS ORi p z THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12" OF EXPOSED GROUND IN CRAWLSPACES, WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9) WHERE THEY MEET OVER Q Q WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8" FROM MASONRY OR CONCRETE SHALL BE DIRECT, OR A SILL PLATE OF 2" MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A Q( v COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND, SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS, THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE -' Q ` cC -J w LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. w m >- Nrn THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.6.1 - FLCOR SYSTEMS: a = z THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL •ro ~ o FRAMING/FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN 3 AND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER - 2i a- ~ u R301.2.1.2 - PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE , OR RAFTER TIES SHALL BE INoo 2 NAILS. TIESSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE Q EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. _ t' p CEILING JOIST ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. BE PROTECTED FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS R502.7.1 - BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2" X 4", INSTALLED IN ACCORDANCE WITH THE - ,`nom, MODIFIED BY 301.2.1.2.1. EXCEPTION: UPON COMPLETION, CONTRACTOR SHALL R318.1 - SUBTERRANEAN TERMITE CONTROL: JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5802.5.1(9) OR CONNECTIONS OF v i�: PROVIDE 1/2" PLYWOOD PANELS (8'-0" MAXIMUM SPAN) SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLCCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONT 1"x3" STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTERS 3 GLAZED OPENING. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1. PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING. PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL. 8' OC. BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING 0 PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. WITH THE ATTACHME14T HARDWARE PROVIDED. ATTACHMENT HARDWARE AND R401.4.1 - GEOTECHNICAL EVALUATION: R502.8.1 - SAWN LUMBER - CUTTING, NOTCHING AND DRILLING: PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST, ALL FOOTINGS SHALL BEAR ON SOLID, UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1. COLLAR . WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN 1 X 4", SPACED NOT MORE THAN 4 FEET ON CENTER. R301.2.2 - SEISMIC PROVISIONS: WITH OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SEISMIC ZONE B OR C, AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6 - FOUNDATION ANCHORAGE: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER. THE TENSION SIDE MEMBERS 4 R802.7.1.2 - RAFTER NOTCH / CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE Lf) PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS. THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR M R302.9 - FLAME AND SMOKE INDEX FOR WALL AND CEILING FINISHES: AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER. HOLES STUD WALL. Ql WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER MINIMUM OF 1/2" DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER, OR w THAN 200 AND SMOKE SPREAD INDEX OF NOT GREATER THAN 450. BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO R802.8.1 - BRIDGING: OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x10 SHALL BE u >_ R302.10.1 - INSULATION INSULATION: THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL) z MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.8.2 - ENGINEERED WOOD - CUTTING, NOTCHING AND DRILLING: OR A CONTINUOUS 1"X3" WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING LLJ PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING 8' OC. W U D ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS, CORSS-LAMINATED TIMBER MEMBERS OR Q LLJ Q9 HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1 - ROOF VENTILATION REQUIRED: 1 SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE 0 ASTM E84 OR UL 723. SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS V) (, R404.1.7 - BACKFILL PLACEMENT: DESIGN PROFESSIONAL. VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED W �-•- R301.12 - DRAFTSTOPPING BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A Z IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM, AND THE CONCRETE R502.9 - FASTENING LEAST DIMENSION OF 1/16" AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING 0 V BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED, FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED •••� �_ i BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED TABLE R603.30). WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. <Q 0 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO UR406.1 - CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EXCEPT AS SPECIFIED IN R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R806.2 - MINIMUM VENT AREA: v) MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE 0 O 0 z PROVIDED IN FLOOR- CEILING ASSEMBLIES UNDER THE FOLLOWING DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507.7.1 - DECK POST TO DECK BEAM: VENTED SPACE. (J') LU CIRCUMSTANCES: (1) CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, (2) FLOOR MASONRY WALLS SHALL HAVE 3/8" MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED ryo L Q FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SIZES. ALL BOLTS R905.1.1 - ROOF UNDERLAYMENT: _ BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1 O LLJ R308.4 - GLAZING IN HAZARDOUS LOCATIONS: OR 1/8" COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM D4869 TYPE 1, 11, 111 OR IV, OR ASTM D6757. ® = WGLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN R507.8 - DECK POST HEIGHTS" m c SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, TUB AND SHOWER R406.2 - CONCRETE AND MASONRY FOUNDATION WATERPROOFING: THE MAXIMUM HEIGHT FOR A 4x4 DECK POST SHALL BE 8 FEET. THE MAXIMUM FOR ROOF SLOPES 2 ON 12 TO 4 ON 12, UNDERLAYMENT SHALL BE TWO LAYERS OF G ENCLOSURES, ADJACENT TO DOORS WITHIN 24", AND WINDOWS WITH AREAS OF IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET, MEASURED FROM THE BASE TO THE 15# FELT IN 36" STRIPS WITH A MINIMUM OVERLAP OF 19". FOR ROOF SLOPES 4 ON 12 W GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS EXIST, EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED, UNDERLAYMENT SHALL BE ONE LAYER OF 15# FELT APPLIED IN J THAN 18" ABOVE THE FLOOR, THE TOP EDGE OF GLAZING MORE THAN 36" ABOVE THE LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION, PARALLEL TO THE EAVE AND LAPPED 2". END LAPS SHALL BE 4" 0 FLOOR AND A WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE GLAZING. FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL R507.8.1 - DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET. 0 CONSIST OF 2-PLY HOT MOPPED FELTS, 55 POUND ROLL ROOFING, 6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL C) R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS: CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT. LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. Lf') BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST FLEXIBLE POLYMER ASPHALT, 1/8" CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE COATING, OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS 5507 AND THE MANUFACTURER'S INSTRUCTIONS. R905.1.2 - ICE BARRIERS: FOLLOWING REQUIREMENTS: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF A SELF-ADHERING POLYMER MODIFIED COMPATIBLE WITH THE MEMBRANE. R602.3.1 - STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR 1. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16" OC. ALL STUDS WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 2. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. (GRADE FLOOR CLEAR R407.1-2 - COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16" OC. ON 12, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED }- OPENING 5.0 SQUARE FEET) WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. m 3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. PRESSURE TREATED. STEEL COLUMNS' SURFACES SHALL BE PAINTED WITH A SHOP R602.3.2 - TOP PLATE: 0 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. COAT OF RUST-INHIBITIVE PAINT, OR GALVANIZED. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R905.2.5 - ROOF FASTENERS: LLJ 5. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE > PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. R407.3 - COLUMN STRUCTURAL REQUIREMENTS: rNII PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST 24". PLATES SHALL HAVE A MIN STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN 12 GAGE HEAD, COMPLYING WITH 0:� < 0 6. AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2" AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND 0- z z 1=DIMENSION OF 3 FEET. BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS THAT 4"X 4", STANDARD PIPE OR NOT LESS THAN 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS ¢ m AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" 0 EQUAL. R602.6 - DRILLING AND NOTCHING OF STUDS: LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE 06 , , w LU w R311.7.1 - STAIRWAY WIDTH: ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. 0v STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR AT ALL POINTS ABOVE THE R408.1 - CRAWLSPACE VENTILATION: GREATER THAN 25% OF IT'S WIDTH. (NONBEARING STUDS 40% WIDTH MAX). ANY STUD 0 z m z ~ O HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% R905.2.6 - ROOF ATTACHMENT: LLl = Z 0 ~ z EITHER SIDE OF THE STAIRWAY. EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL OF STUD WIDTH, AND THE EDGE IS NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY U S z W HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR LL } ¢ Lu w R311.7.5 - STAIRWAY TREADS AND RISERS: THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40% AND 60% SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF EXCEEDS A SLOPE OF = Q o = 0 Ca Uc� OQ Cnz 0 MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12, SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER. SHALL BE 9 INCHES. VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. R602.6.1 - DRILLING AND NOTCHING OF TOP PLATE: R1003.9 - CHIMNEY TERMINATION: R311.7.8 - STAIR HANDRAILS: R408.4 - CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24". OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK X 1 BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST TWO OR MORE RISERS. HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES THROUGH A PERIMETER WALL SHALL BE A MIN OF 16"X 24". WHEN ANY PORTION OF 1/2" WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. ABOVE STAIR TREAD NOSINGS. THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16" WITH (8) 10d NAILS EACH SIDE MIN. METAL TIE MUST EXTEND MIN OF 6" PAST EACH X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. omc R312.1 - GUARDS REQUIRED: THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL Q U PORCHES, BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R606.1 - GENERAL MASONRY CONSTRUCTION: Lu z INCHES ABOVE FLOOR: OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN Q HIGH. SUPPORT RAILS FOR GUARDS SHALL BE SPACED AT A MAXIMUM OF 4"APART. R502.1.1 - SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE Q { r.: Q SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE 5. z �'° R314 - SMOKE ALARMS. GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN Q C� HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, R606.2.1 - CONCRETE MASONRY UNITS: f " 0 SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS: VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL HABITABLE STORY OF THE AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK, ASTM C 73 FOR CALCIUM SILICATE FACE BRICK, z '" I," Q DWELLING PER NFPA i'2. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS, ASTM C 744 FOR = Q R502.1.2 - PREFABRICATED WOOD I-JOISTS: PREFACED CCNCRETE AND CALCIUM SILICATE MASONRY UNITS, OR ASTM C 1634 FOR N R315 - CARBON MONOXIDE ALARMS: STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK. } CARBON MONOXIDE ALARMS SHALL BE INSTALLED: I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D co 5055. R802.3 - FRAMING DETAILS: (D 1. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1/2" OFFSET FROM EACH OTHER TO A 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND R502.1.5 - STRUCTURAL COMPOSITE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE. RIDGE BOARD SHALL BE NOT LESS THAN 1" NOMINAL THICKNESS AND NOT ATTACHED GARAGES ARE LOCATED. PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE DRAWING NUMBER: ENSURE ALL SLEEPING AREAS ARE WITHIN 15' OF A CO DETECTOR. ALL SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS AND NOT ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS R502.2.2 - BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS MR ACTIVATED, AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE 2034. GRADE LUMBER. SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER, NO 4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD. WHERE THE ROOF PITCH COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING R503.2. FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. JOISTS (RIDGES, HIPS AND VALLEYS) SHALL BE DESIGNED AS BEAMS. A 10 TABLE R301.2.1 CLIMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE - DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER #TEt,it?ESCRlpT#i3F;a3f'BUr101rrG ELFMF-tlrs tIuc=lfiER sit#D TYPF-OI"FAsTE#I#rRa:t,a,� SPACING AND LCA`r#t;€r# FLOOD AIR MEAN Floor SNOW SPEED TOPOGR SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL 3_€ C€box(3%'x .1� °;or are.... LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP REQD INDEX TEMP 2"5i =�. ft jast r iirti#r S�indand face ria€i U 2A common Q'Ir"x 0.1c "t re'?affit.,t^rw rk�>^�nFttt.i,'tt:aAkf> 3"160 tsox�.��.,�"x C4.1»�"};E?€� 1115 MPH NO YES NO B SEVERE 3'-6" MOD-HVY 15 Deg. F YES NO 1500 52 De F o 9 2S 2'planks€<p'ank aft beau#---floor&ro,)f'3 £ At£arch beafing.face na;f +-+ U 00 �<• �-160 con#rnon(3 % "x 01521 Ae"r >u gms�Yrr9T0 3-16d uoimmon 13112` x�•#�?") Q1 � a ( i rrcxrr<ssar<csrrxers rfz. 41= %� TABLE R602.3(1) FASTENING SCHEDULE D 01 E s t>carr xNC lamas:::f rr1r.: xtrirr s G Uand or tin;irs<c s 4-10 box(3°#6.120 ),or •� e--I CJ ,n joiSit n End nail 4-a"x 0.131'nails;or .� c--I 4'sr�:%soil s.isr;f.Fs "'•w q NUMBER AND' SPa�._#t#G�atd#�LSAT€OPS 4„3"' F- ;qvA' �"s# µt<ru « #TE#4 DESCRIPTION 1F Sts'#LC3i#3i EEEfsiEF #S r a,i:,o x it.Sties,'lt�"Ctr;��sr ".." . bi;a, � z roc gra; :l i $ Roof 2t�d c;�€z'sMon 1.4 y f.1`92>): Qr eye€t foyer as€rtllavba.3c�"t�.:c Q c� � , w.'.:•,::._. . .::..:,,,:::,.:"•:.::.v. TABLE r ALLOWABLE DEFLECTION � €�� "a at.top and bottom and staggered O = � Q 4-ad b x 12 %�113')o rn , f i , 100 box(3 x 0 1�'6" ,na 24'o:c.face na€I at top arid bottom Q � U � t ^i;a.. €tx 3a:rt.rN 1 B1otp;ng«pt'r Pen Ce:lingloi,t5 s t raft£rS t£1 t 3f 4t€fie s a?d tf r Too n2t s^ t ` ' ' . -t Q r•<,,<t,n rr an; R" 6 131 ;n. € Built-up,t�irda?ra and beams,2 such lu nb r 3"x I1.131°nail. stagr3ered or:opposit?sids`s .,iii fNYC1�X'�iS... rt.;t'.t:�ssEPaf<t;` 'rt&ss1:btr# as'.'2:s� n 2.s J W r0 171 0.120):or layers A,n4€ w ca >- N ALLOWABLE 1-3" 0.13 V nails 2-20d common(4'x 0.192");or = z z STRUCTURALMEMBER -8d box(2Yf,`*0.113°3.:or 3-10d box(3"x(4,128";nr Pace nail at acids and at each splice � U r-t DEFLECTIONt O 0 Ln 3�'1 con:ntxn(2tlw"x 0. or or »3"x 8.131'nails •� c) 2 Gee€€€tr��alsts to tog plate, r. Per foist.t::1e nail F_: V 3-10d box(3'x 0,120"},or 4-16d box(31;2"x C€.13c"):or •� 2 Rafters ��� �# �� �i' tf�f` $`# :; ta€f# '-3"x 0.131"n:i;€S a w 3-161 camrnan 3114"x£3.162" or .--I Q � � finished ceiling etttn joist not a tachrd t arc I . i•1i€d box rs x 0.128" or 2� Ledger ship�u cert:ng jnssts or rafters t At each joist or rafter,face trail 4A � e^srrs;�tccill[ ataM� c&,'LL;i: £g'x'xi'.reoi C 1 alelra€'ter,€a lap's eso xr seWndarwav es s gs P P'' ) -6-100 box(3r x 0.12°"): or _ O (j¢,/.., .: w ss.Mr srm (i i tpartitions � 3 OWtftiMs[see�Sact€^nd R802.3.1.PS02.3.2 and l-at€e s•16d tiemr orf 13'<2°x 0,162') or Face nai€ 3 3"x€ 131"nails - I _ aw.Ru. i(.,w ,N,avwvyWw < d." C tt 4-arc L ,s ,131�nails F 9 Etndgtr g In east 211`0(3"x€1,128 e L1J "._. _..... "..•:. ... f l ar_1t end•to.na.if Roors '1 Ceilin trig°attaeted to xralle€ri:ter hze€joint) ) -� „t 3 g l' ( SPACING OF FASTENERS ram mss.<..�A.;.:vire 2xe€i rs x w /4111.1",< 5sraarar (sae ectir#ns 1?362.3.1 and fI 2.3.2 vied Table pab€e PE6l.is.lt6) r arcs not; C4f SC{ #lei€f1Yd fdUt4131 R Af113 Edges drrts3rtnttcliatw rx .xxtTraa Ceilings With brittle finish irl.w udii� plaster Fa8G2.51 9) ITEP>1 oI I3tllLD#t�GELEft9E41T5 TYPE OF "ASTEt�ERa'h'� ;. rpt xsaanpt< '6 c .?a fh ":.."!,' .,.`.-:i.,,;,:•''''',•,>;7'�. Prs•3h�''hTif/v oto s U Collar tie to rater tae ria€'or Ill.'x 2€� a,rid9 e sura to 4-10d box t3`.x 0.128T £r (Inc��a�s a2EyxPr�rts � � ..�,: sal ra rra-= ill ti 6 9 p 3.104 common t3"x 0,148");or f=ace nail each rafter f#nefies 3 rafter �-3"x 0.131"nails � E'ih'['FrritslM£%J•tltPxd: a�xrWWp is>s .;;rr.<raa<i�:N•„ Ceilings ifth flexible finishes (including gypsum � U2403-16d box nails(3`I;°x 0.135') or board) 2 toe rat's on one sire and 1 I",nail 6 Raft?r or roof truss to P€ata ,,•10d Common nails('?"� fi.14r3`);or on opYosi;�.sirse of eacff ra°arc or For Sl: 1 inch- 2.E,4 t;m, 9 foot =304,8 mm, 3-7t1d bwt 3'x D.12S"),or IRIC-0 Wood structttral panels,subtloor,roof and interior wall sheathing to frateling and particleboard+road#sheathing to framing All other structural �`R"€ernberS 1240 &•3"x 0.1.1"nai€s see Tater=:;R602.3(3)for wood structural Parcel exterior wall sheathing to oval€fra€#nln o Exterior �I l $wind loads. 11x"1 s �" r -Irl OVz`x 0.135"1 or 30 _!L. 84 common{2"x 0.113°}Wait:.(subt nnr.wall), H1360( 1t,€;d Ci.Fr£€a n£i''n i3{�,^"3^0.140",of C " '` '.x r r ;S 12f S�.l� �� fil��l ) 1-re nail rcd conllr€on t2 r2 8.1.31°�t€Sid(,ao:� FIGURE 8602.3 l n'PICAL WALL FLOOR AND ROOFFRAMING 1 d€•n� , �- 0 WALL, M- 0, s (?°x 0.1?.,1:s3£ 31 °'fay Sr1 com i€on rtsil 2''1-°x Exterior walls-wind a1 1: y 4 7 € oof rafters to rle4e.al eey or trip raftQrs rtr roof rafter 4.3"x 0:131"rias€s 1� ( 6 1 � I I x El€ r to r.?friimt1n12"ridge bMasn , 32 11r _11 t0d common(»" 0.14x")nail;of 12�16d bc.E3`;2°x£r.13?");or s" "� 3€#(2'12*x 0,131")aietnrrrt;d nail 6 12 2-16d common€3:-,"x 0 102")..or z L r) End nai€ fltt€gr+ttai#sheathin e �s 3.100 t=ex{3'x(t.1"u°j:.or 'head� . STA13oErt,€£XNTIS;24 taa.r,'sra ter#�kf"t walls-wind loads', 1a'ffith flexible finishes ,� 112 ,3, 1,nails 33 72"wtruciwa€cel€u€esiw ff;erboard tri-"galvanized reali:g pail, fsN s-� x 0.13 3 6 oLrT PLATE TrEr'a?3rrH Sh� ,• ^ter°ar,;i,.E L#Qt3tLE, 113 G.�S:zi 53'ECs S3i�,�'? U'�53:'1?CE.tLAr';a �ttf3€n Kiian38ts�r,of 'l"Cr£tx?£t S� �'€a �.,'€`'i `€f)n TOP PLATE s�SSECTs€3taRawa.1 et ;iEcTtCvxsbsaia;3.2 Lintels SU Pli11g. 'asonr veneer 7 115`� U600 9 t pl .9 , g � 34 .2" structural cel'1u€vfsiC 1'-fa`z3a€:xanize d cooing rat€• fYc.head d;ameter. 3 6 fiberboard sheathing or 1'crown staple 16 ga., 1'•f.;"long xtxr € s€s Tari i5 Wall ,<��( p t s z`ga€varized fooling nail ctafsle galvanized, � q � z {�iRtr ENT tO HEADER 36 'V.��.'g plum sheathing'•'t fi fi SEE SECTao�a 16d"frimon(31>t2°x ':162') 2't'o.e,face staff€ 11ik"long, 111 "sc£eurs,;_YPe't�nr S RRESL tCY ARr, arc? Rt ir's 8 Stud to stud'nCt at braced u'al1 ar?e ss w t p 10d box t3"x 0,12©');yr r, s; « ,• 1'!44'oda€uanized roofing rail;stan-le galvanized, � U 3"x 0 131"nails 1 s c.e.facc rail »03 a grpourn$beatntnrg `s lois•;V • screer�, t �# 7 7 U TABLE IV1 Itl2.I.2{R4€12,1.2)d#giStdLJ§El£3f#AND FENESTRATIONREQUIREMENTSBYCOMPONENT ,; « s �. .,,".,tit;,, Bo- 2 fi p 4 nr S L�� sS1r TABLES€+�432.r(1.1 1Gd box(3'1�"x 0.135").rr ,kNDRWz1t2) c t'aL 9 Slud to stW and aNlttfing studs at int«rs�cting"Nall c^rners 3", 013.1er:1<la 12 O.C. face nail wd structural anels,combination subfloor antierla anent to francln GLAZE€f WOOD MASS BASt AENT, SLAW (at ba•ed wall p3mis} � � 8d deformed(2"x 6:1€6")nail:or 6 12 O --JACKstr�sclR ct.tr3ATrrt;tat;st€tATtC�tt � FLt7r3rt e SPItL£° 161`4 Cnntrnntt(3`l�x .162°'� ":G-o C.face rsail .�7 f�.a;3d less O TR�,�k4:a � S€tYLlCtif FEtaE5rKlcTtClta ft€t.if#C FRstrt[gfYAiL +�JAtL Ysrrri.i. f�.Vrs#.I1E 6.1"� roraf u.rAcroa u AcruR s s-v¢t.ur .vA€.r€r: . urntt, 1 `aNGC', R.VA€.t1r. R-UAE.Uf' ! ft-L+ALi1E &€JEr'TN: 9d C�3113 3r x 1F)nail v>ryal.STui�s lszsart.ttF 1613 cornrrsnn(3',r2•x>3.162°[ 16°o,n.cools edg{:facN nail ? $ECT1r�a R'sria,3 1 r:;; ;i 7w f12, M 1.3 IM 13 i 0 0 $ 10 taunt-up header(2"to 2"hea€er kith tr`,°spacer) ° 8d Coramzn(21f""x 0.131")naif: or U 2 G-.ori a 0.21, 30_ 4; 13 i 3 ( u.11S tach edg"fes"nair _1' o, r" LU In- hF ,$ 1Sd w.a}Y•. 'f x 12°C,t.. h a 3p 0 d €nrrned(e's2 x€4.120")nail 12 M 1} 5 025 2� 2ao>13.:.5% 8%;t 15 cs1:4' 3 € 5;1? �-vl box(c'>2"y t�.113"):.or excep r v .° o t: 100 common(3" 0.14 5"}rat€;or J 4,q 0 af30r 13 w s^ $'t3 is art:? #o,2'.: € 1'3;13 1l continuous head_r to stied 4.8d Conirnnn(2r}w'x i=.131');or Too nai€ �.9 111s` 1 ' " z et€n� ! 8d defurmlH 2# "x 6.120"`nail �' 12 O U { 2 t stDLrt#�QCttL*i4 �arse 4-1€trr b7x'°�s"x fr.1:'�" eort'G:4 3 1o,a.. 75119 t f4arneµ u 3c tF$$ rd1: Alt 2a rrr t.3•r tr. €3%'!i :sria t�dt' °f _ PLATE ' 104 cavi#mon(31V-',x 6.16 °) 10`a c.facie nail I It L.4ar3,JOISTS S 3'i .z•ti i`iR 49 .` _ r 13+1$' 15iHG 3V 15r19 W.A$. 151M 12 To;s plate to tip Dale ' s' 0.1rix 1'x 0.125")`or 12"o.c.face nai€ 0 'it>tb :12 JS^: taR 4"•t 2�+5sr'"3=ta" 191`21 3$3 tri%#r1 t0.4^, 95rt�? ,i'a¢'�.13t"r<ai€� Lam€LCCyR 8-1 5d car-trnon(31€2"x>.16'2'';.or �/ 1 UNLESS NOTED OTHERWISE,INSULATION AND FENESTRATION COMPONENTS SHALL MEET r3Cuble to, late s ire for SC.Cs A-t3�'mth seismir,bra cert 12-16d box(31�z"x T 802_11 RAS USS U �. T CONNECTION FORCES O THE PRESCRIPTIVE VALUES FOR CLIMATE ZONE 4. l`.F � , - 0:135").or CRIPPLE t="1111.1-- Farce nail an each sida of eszrJ joint `, ET L SECT#Q?s Rga32::t y sparing ing c:26' q a°, � srr..€Hire � 1s 2.140 be,<{„ fl.1x6"[;rf£ be (trsin€m,unt 2"r lap splice lenc,°th eact'1 � w 12-3"x 0.131"nails side of endfoint) w Q S€Lt.Pi.ATi~ �- 0 I �- ...... �............................ i:Joisb€a tap p€ata_splice S.trMs�3:Lt,:ori-':and braced�x�€; 12180 f311w°x line MPacin z 5' EXPOSURE ��•✓/ I __,_ EYw4t� S I.L. Q # A rte t*a, o w ORIVILYRAFTER ROOF Ultimate Design Wind Saeed VuLr( 1� ) DC z t AGrJP8ftL$ ACE: ANCHOR rt Acts Et,d E�t3 ifs TRUSS P 1" 3'5 '1 Z LET 3PstTt`/S'€`Li'.aS EQL€t�CAT€QH 9 FT,Q.C.d3.nk. TABLE �, ` �� ���` SVVE #T M I� S I�IPTION Off`BBI INN E E�> ENTS NUI BE AND TYPE OF FASTEUERI k�SPAS"-ING AND LOCATION SPACING (FA-et) � LL i tx,tkEtaArars t 1wY?TaT€t7ta r�rasTS Roof P11ch Roof Pate R�ao1"Pitch Roof I�;1tC Roof Pi€vC1"# r 16d a o>inion(31/2'x 0..162° 1l" O.C.face nail < 5:12 5:` 2< 5;12? S:'12< 5:112�5:12 e..5;'1.2?.5:12< 5*12� 512` W VE LOABott�m h�t�to ro"at C`r1 o St I3aitd€cast or dill 11 attics without1sT H 1M bhe,0i€?4(not at braced v>all panels) 16d box fat€ 'x 4.13.5" >or 0 fi:�_ _i�:& 4A 31" x X4:131" nails 12' o.c,fate nasi 12 6 3 SS 53 70 6 69 122 113 _I WILY APPR1,Yr�€3 S�€ HNG O a BRACE 1 59 52 7`4 662 9 81 122 112 157 146 O ExTEP*Rin}ALLSMT11 i IN,BY4 W,BRACES LET � 2{ g �r �> �` a" ? t_ .3-16L't box(3'1,',," x 0.'#,35•): Cir 3 each 16"ft..C.. face nail e : r f,it3TE,ATHiRO, STifir1,�,PMs(€PARTITOY4WTEAsEtT€0N Uni s#. 1 ' as ics vvit limited t f eBottom Plate to gist, rim joist, bard jolsat or €<aT wi VA PL TE TO TOP PLATE., R OT'3rtd�tr:o. f3�f..- W'STV08$RAL€ Be PERMITTED TO BE 0,t TrED 'i 8 � r o f � 2.4 7: 62 6 79 106 90 149 137 192 178 A-PP torn DMETA�LSTR PLATE., ESINuera � 2-a6d r:�€r11mon(., 1� x 0162 ' = Q �,r�Rt�vs�tn�Tt�1.aTRs�r�+v�arsr�ls�r>�,s.LaoiE� 1'�iRr�sTl.taus..€3�rrvr. a�,cs�uPCL�,TS:�i�TAs. €oCkir€g(at as�s�d Baas!panel) ); or �aacis'1S"a.�.para rta€1 s�C£Jr�3bAtdCE?.iTHTHEMANtFACTURERS 017�AUCILIP$OR..0114ERAPTIROftrCtr�IMESTW Habitable attics and.attics served With fixed stairs, 4-3" x 0,131' nails �eSch 1�"o.r,fare Wali r 26 79 69 99 68 121 109 167 �� � 260 � a Ci'3:•;R�Ti�a�a..SEE.srx,rscw Rtsm.10, WILL ,as CtUATE SAC*QNG roR THE€AC04G 1Epliksl2°` •C." 4"8d box(2"h'x €:1.113");or 32 85 75 109 97 134 120 165 17th 240 222 � Balconies �1 �f13� 110 d�� ~�� 3-;6aa box(3162"x (I.136'}; �'_ 394 62 120 '€06 1�0 '132 203 166 26� 2 For S€; 1 inch= 25.E 1r'm, 1 fart=334.8 mm, i( escapes 4 4-8d common(2112" x 0,131°): or Toe mall 42 106 92 136 1.20 166 149 239 211 300 278 4-10c1 box(3"x 0.1146"): or X16 116 162 151 134 1=85 166 250 235 336 311 Guards i1 1 i di" i S" 16 Trip cr bottom Ptate to stud 4.3" x 0.131' nails Guard in-fill coal 11$11 51 3-16d box(3112"x 0.136"), or 12 � 67 79 '70 93 65 126 117 162 160 FIGUREIIAI R6€�2.�{2j PRa>��It�`� �1m�� Lr � '< � 2-1#x€1 commnn(1t12"x 4,162"); or End nail 16 76 69 56 €8 118 108 162 149 209 194 m + SS� i"'ar [ � r� � � �•1EItt box(3"x 0.928'3, or 1 ,f ,: �. w 24 9 62 116 165 144 130 196 182 255 237 � Roams Other thansleepingrooms 4 3-3" x 0.131" nails ., 3-1 Iva b;tx(3'x 0.128'),or 16 �l.•C• 2 105 92 132 117 161 145 222 203 23`7 26=6 L U M Sleeping 1115 17 Top plate;,laps at corners veld intPrs?a tions 2°,8d common(311:' x 6.lS2«),r r Fano nail 32 114 100 145 129 176 160 246 226 319 2S5 o rr� -W----�►I I tri �� tains c 3.3' x 0,1 a1`nails 3��r 122 109 161 °I 1 194 `a7E 270 247 351 3,25 � Q Of Ct w fes. 1 I Said box(2' x 0,113`);or "12 141 12.2. 180 166 2:21 198 3106 .291 3`99 370 � Q Oz m [ N0704ES I -� -" 18 1"b€ce to each stud and late' 2-8d common(2't',"x 4.131`x;or d9 157 136 261 176 246 :2.21 1-43 314 =147 414 � VAX [ Pemw'fTEO """"""I �f E_ l% g..lrld box(3 x t3.928°);or Faro rail Q � � LLI LU :�staples t�?f4tt 12 96 66 116 106 140 126 190 176 244 22 � c� >- U J O tt 10 118 10"1 149 132 179 162 244 224 314 2:92 0 z m z F_- Z i I L fOX FOR TABLE R802.5.1 0 RAFT RICEILING JOIST HEEL JOINT C NNEC°�IONS 3 tIrt„x �"'. - r f,Em €aEf`cra 6:11_ ):r_r box(s 2 142 124 173 158 216 196 293 274 364 356 W = Z F- 4 fP4.wCst.trts a-8d Common(2112'x 4.131"): of � �- d`LOO,Ri 3tsT--CE9TERCLITS €�fg1 tae r t7t�tDtil4Ct 1 #..€�AfI( 5€ 18 1"x 6"sfteatlting to sari[[bearing ,. " Faire nasi 2S 152 13 19 176 2 2 216 33 393 X32 10 LU Q LL j� J N w-10d box.(3" x 4.1 8 or �, RAFTER RAFTER Eta 28 3€t S(3 70 2=1 {l.C. SLOPE SPACING Roof Span feet} 2 Staples, 1'Crown, 16 ga.= 101.;"long 32 172 150 213 194 260 2:10 370 340 460 444 = m � � _ � � finches) 12-120 2 38 12 2 2s 3fi �2 zt 28 1212-9 2l1 36 3"81 boos(211;"x 0.113");or 3 1E3 164 240 212 292 264 406 372 6.26 X188 U � 0 Q U 0 0 ice lairs[rttatnl'ier of i+xd carnrnt3n realise• per heel lotrtt splires0•d•�, 3-8d common(2'1," x €0.131'),or 42 212 114 270 240 332. ,236 060 422 600 556 I I W4 MAX, 12 A � E 110 4 6 8 11 5 6 12 15 6 11 1� 20 3.10d box(3" x 0.128")k or �� 236 20� 362 26 5 J70 332 516 f172 672 62.2 3:12 96 5 6 1r� 13 8 11 14 6 11 151 20 14 2G 26 3 staples. 1"crow n: 10 .:< isfAa Iot1g I I 2•l 11 1v, 19 7 11 16 21 9 16 23 313 12 21 30 39 20 1'x 8'and wider sheathir€g to each bearing :rtlider,than 1" x u" Face nail I 1 12 3 6 6 8 3 5 f 8 4 6 9 11 h 8 12 I6 DA A MAX i # 4:12 16 4 6 8 1x0 <4 6 S 11 S 8 12 1S 6 11 15 20 4-9d box(21'?"x 0.113")'or P4 5 u 12 1g, S 9 12-261 7 12 17 22 9 16 23 29 3-3d common(,2112"x 8,139"�:or '<1'.'f. 3 $ s 6 3 f c w1w4 6 .73 7 g 4 1 9 12 3°10d box(3"x 1.3.128';,or TABLE I�602.3 5SIZE,HEIGHT AND SPACING OF WOOD S"f`UDS2 oC 5:12 16 3 S 6 8 3 6 £ staples, 1'crown, 16 ga...> 1•-1 long Q 7 3 4 7 9 t2 6 9 '12 16 x yP wCSC1# t T- E£dCk1KLBtS 2.4 c1 7 9 12 4 7 10 1's S3 103 1x1 8 7 13 IS 23 U 12 3 4 4 E. 3 3 4 6 3 4 6 7 3 7 8 f1FAtz4tat`�vci�';l.f_5 tdt3t1f3f:ilt�ffa�x t'1rAtt,s ."-.____.: '•, 7:12 16 3 4 6 5 3 4 5 6 3 6 7 5 4 6 9 11 Maximum sfradng Maximum spacing Maximum sparing % .r '� '1 I:t" ,', f]C Laterally when supporting UJ 571103 5470 � Pptsriinrf a when supporting airs whensupporting tlaxirrlisnr spaCinfg Laterally Q ,-•,�: • - 3 r ? 9 3 s 7 9 4 7 1°i 13 s 9 13 17 irnsupparied root riling a�5embly voor,Pius a root two floors!plus a roof- when Supporting unsupported f laximtit#1 (irarhesl 12 3 » vi 3 3 3 4 3 3 4 5 3 4 5 7 Floor stud h lghtx or a tsako-itat,le attic ceiling s."ernbly of a ceiling assembly or a one floor heighe stud heigtst'� spacing 1 � F- 9.12 16 3 4 4 5 3 3 A 6 3 4 6 T 3 5 7 9 r r# (feet] asseathfy,only habitable attic halxittit>Ir-aattia ills°hes feet linetsesl z Q 4-dd box(2 f,"x 0,113' ; or (inches) (inches) asserrtt€ (` 1 ( } t+ � ` z 24 y 6 7 3 0 7 3 0s 8 10 d 7 10 13 aiaCtir s � 4 5 assembly ) {inches) Q �! al.� %8d Common(2112"x X1.131"), or �•. t]C F,. Cd3MAX,� � 12 3 » 3 3 3 3 3 3 3 3 3 4 3 3 4 6 21 blest to sill, top plate or rgifdar Toe nail �, is c/) _..=Vic, 1212 16 3 a 4 4 3 3 3 4 3 3 4 S 3 4 6 7 3.111d bb�x(3. 0.12;"1;or � �: 24 3 4 4 5 3 3 A 6 3 4 6 3 3 6 1> 10 3-3"x 0.131"nails [ z I n 14! " 8d box(211• x 11.113") 4" a,c,toe nail 2 x 3b - - _ - _ 10 16 Z Q For Sl: 1 inch w 26:4 mm. 1 fent-304 8 nam. 1 pound per sciiare forst M 6.0479 kPa 22 Rir9 joist. Hand joist or blocking to sill or top 8d common(2°12" x 8,131"):of z x� 16 2�` 16 24. 14 24 2 Q a.40fl box nails shall be permitttld to ba subsf toted for 16d r romAron nai€s plate(root applications also 3 x 4 10 a4 24 16 24 14 2d U W 10d box('3" x 0.128'); or Er"o,c:tae nail 2 x 8 10 24 21 - 24 16 zs H ort 2`fhYl.&st1'�.f'£�cSbaf T 3'x 4.139"na=ls 2x 5 1 24 22 16 21 2ti 24 �t f3CirTtlr.4 Jots D(A TUALD Tip) 3181 Ox(2'fz"x 4.1137-or co 2-83d C€3mmon(2#14" x 0,131'), or C� 23 1"x 6'st,t3tiarlr or lc.Pss to each jr3is? Paco nai# 3-111;1 box.(3* x 0.128"),or For Sl:: '1 inr�h =25f..4 men- 2 staples, 1"cro.xn, '16 ga , 1'1�"long DRAWING NUMBER: FIGURE 502.8 U'MN , NOTCHING AND DRILLING i 301.2.1.3 IN SPS VS IONSa rr; 110 115 I20130 10 170 180 190 2.00 66 6 161 1. 6 1161 1132139 147166 �a..� NAILING AND STRAPPING TABLE 3.2A 5/8" ANCHOR BOLTS - SILL PLATE TO FOUNDATION CONNECTIONS Lj (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) RESISTING SHEAR LOADS FROM WIND - EXPOSURE C (WFCM 2015) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) N opo 4-J � THREE SECOND GUST WIND SPEED (mph) 110 120 130 140 150 E rH @j NOTE: 5/8 ANCHOR BOLTS z 12" MAX. 12" MAX. �� ALL STRAPPING TO BE 1 1 /4"X20 GAUGE STEEL OR RIDGE FOUNDATION BUILDING DIMENSION Q ¢ - a) 'SIMPSON' E=QUIVALENT — CS20 (COILED STRAP) BOARD SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS 1,2,3 Q oc U a • ��p` � '• °' •"d' •'..• p�� .. �'..• X SHEARWALL LINE REQUIRED IN SHEARWALL LINE � J w o rn (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) w m Zrj ROOF 12 2 2 3 3 3 U Z r° N • N RAFTER ° • . — o 20 3 3 4 4 5 '� 00 2 ( LL 24 3 4 5 5 6 bn ¢ AT RAFTER TO RIDGE CONNECTION ' . 284 5 5 6 7 .� r o ------------------------- FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP 32 4 5 6 7 8 '— Lu COLLAR TIE ROOD R ND 1 36 5 6 7 8 9 F�—UFLOz FOR ALT. COLLAR TIE (3) 10D COMMON NAILS AT EACH END ------------------ 40 5 6 7 8 9 50 7 8 9 10 12 3 1/2" ANCHOR BOLT 0 46" O.C. FOR 1 STORY 1/2" 60 8 9 11 12 14 ANCHOR BOLT 0 23" O.C. FOR 2 STORY 70 9 11 12 14 16 5/8" ANCHOR BOLT 0 72" O.C. FOR 1 STORY 5/8" $Q 10 12 14 16 18 ANCHOR BOLT ® 36" O.C. FOR 2 STORY 1/2" ANCHOR BOLT 0 15" O.C. FOR 3rd STORY OR 20 4 5 6 6 7 ROOFS W/ A 12/7 PITCH 24 5 6 7 8 9 ROOF 5/8" ANCHOR BOLT 0 23" O.C. FOR 3rd STORY OR RAFTER ROOFS W/ A 12/7 PITCH 28 6 7 8 9 10 AT RAFTER TO TOP PLATE TO STUD CONNECTION SQUARE 32 6 7 9 10 11 ,;�-- W " EMBEDMENT O WASHERS AND END NUT SETUP CONCRETE W/ 3" ROOF AND 2 36 7 8 10 11 13 Ln FOR STRAP - (3) 8D COMMON NAILS AT EACH END OF STRAP `I 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR OR 40 8 9 11 12 14 M _____--------------_ �--�--_- REPLACED BY HOLD DOWNS FOR SHEARWALLS. FLOORS 50 10 11 13 15 17 Ol FOR MTS12 - (7) 10D COMMON NAILS AT EACH END OF STRAP � -- BY "SIMPSON" 60 11 13 16 18 21 I CEILING 3) 1 - ANCHOR BOLT IS TO EN 6" 7O 13 16 18 21 24 Lu K—i MIN. TO 12" MAX. FROM ENDS OR CORNERS. $Q 15 18 21 24 V I JOIST 2710 11 13 28 7 9 z ANCHOR BOLT SPECIFICATION (IAW WFCM 3.1.3.1) 32 8 9 11 13 15 W ALL CONCRETE S/B 4KSI, AIR ENTRAINED W/ 4" SLUMP 36 9 11 13 15 17 U � • ALL ROOF PITCHES GREATER THAN 7/12 SHALL 4O 1 O 12 14 16 18 ® W ° REQUIRE AB CONFIG FOR 3RD STORY DESIGN ROOF AND 3 --n • 50 13 15 17 20 23 O O FLOORS 60 15 18 21 24 27 V) = _ 70 17 21 24 28 32 ~ 80 20 23 27 32 36 z * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. nfoop 0 / 1 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. �•1 AT STUD TO FLOOR ASSEMBLY CUT 2 ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SHEARWALL LINE,AND IN NO CASE SHALL THE a/ Q LENGTH ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. ��TT�� TO STUD CONNECTION (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) LEEN3 SILL PLATES ARE ASSUMED TO BE TREARED SOUTHERN PINE. O 'SIMPSON' ; 0 �— w FOR STRAP - (9) 10D COMMON NAILS MTS 16 CLEAR TUSE A HREE MINIMUM OF W AT EACH END OF STRAP SHOE PL. SPAN SIDE OF TRUSS. Q - •• SUBFLR. w FOR ALTERNATE z (14) 10D COMMON NAILS • �• • ° ° w STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR 0 w JOIST SIMPSON CS20 OR END 1-1 4" 20 GA. GALV. I/ Q (TWO STRAPS TOTAL) •• / 'LENGT ��__- Lu • • STRAPPING MIN. 12" _ F' O •• ONBd NAILS STUD ATAEA.CE (4 TOP PL. ° FOR SECOND FI-R. - SHEATHING TO OVERLAP END OF STRAP) ° 8d NAILS ,o° THREE 8d NAILS Ln ADDITIONS FIRST & SECOND FL TWO 8C STUDS BY MIN. 12" INTO PLATES INTO STUD Lr)STUD TO STUD CONNECTION SIMPSON STRONG-TIE CS20 HURRICANE STRAP SIMPSON STRONG-TIE H7Z OR 1-1/4" X 20 GA. STRAP "SIMPSON" HDU5 2-16d COMMON 00 NAILS ® 6" O.C. m FOR FULL LENGTH "SIMPSON" HDU5 OF STUD 0 2-16d COMMON w m NAILS 0 6" O.C. FOR FULL LENGTH O O BLOCKING ® I I °° OF STUD Q SHOE PL. ENDWALL z Lu SUBFLR. < 0 AT STUD TO FLOOR ASSEMBLY TYP RIDGE STRAPPING DETAIL II . . w J TO SILL PLATE CONNECTION W RIM JOIST SIMPSON STRONG-TIE CD U O FLOOR LSU26-2X6 ° J' DIA SS304 II 0 z m z ~ Z FOR STRAP - (9) 10D COMMON NAILS JOIST LSSU28-2x8,2X1O,2X12 THIRD RDD W/ W .I 0 LSTA18 WITH (3) 8d COMMON NAILS LOCATED HILTI HIT HY150 Y = Z U AT EACH END OF STRAP 'SIMPSON' AT EACH END OF STRAP " " EPDXY ANCHR II U ¢ t--- c/) LTP4 • • SIMPSON HDU5 SYSTEE BI TYP H LLI >- Q a w Q a) FOR ALTERNATE= - SILL PL. = m of = I- TYP HOLDOWN CONNECTION U 0 a v) o C) STRAP CONFIG. (12) 8D COMMON NAILS Q AT FIRST FLOOR FDN , a a d a a LTP4 (12) 8D COMMON NAILS °: a d a WOOD STUDS AT 16" ON CENTER TYP HOLDOWN CONNECTION -a'. . a° a ° I I SECOND FLOOR ATTACHMENT ° a' ' NOTE: I d. a. T____---__________________; WIND UPLIFT RESISTANCE FOR 160 MILE PER ° I HOUR WIND FORCE MAX IS 515 POUNDS PER (3) 10D COMMON NAILS IN EACH END a . I CONNECTION I OF STRAP TlE INSTALLED IN STRAP NAIL SIMPSON CS20 1 " X 20 GAUGE METAL ________________� STRAP TIE AT EACH STUD a HOLES AS PER MANUF (NO NAILS IN pp A a. CLEAR SPAN AT RIM JOIST) Q o 2 X 4 WOOD PLATE ° U Lu o Z tD e o EXSTG 2X4 WALL PLYWOOD SUBFLCOR ° CONST SHOWN FOR c3, ¢ F •.tl.i 0 o REF ONLY ¢ Q Z Z �— SIMPSON CS20 1 �" X 20 GAUGE METAL • e • ° ¢ fCl ..' ` AT STUD TO FLOOR ASSEMBLY 'SIMPSON' •; 'SIMPSON_' ; FLOOR FRAMING - STRAP TWE AT EACH STUD e ° ° N TO SILL PLATE CONNECTION SP3 SP4 REFER TO PLANS 2X6 TREATED WOOD e ° ° ,t o^;-`: ✓ 0 ARAGE WALL PLATES AS REQUIRED : e ° z (SLAB ON GRADE AND/OR G APPLICATIONS) _ FOR SP4 STRAP- (6) 10D COMMON NAILS ° ° ° z ¢ AT EACH SIDE OF STUD a d a a ° ° a d U (w e o I— a " DIA. MIN ANCHOR BOLT WITH MIN 7" m d o EXIST/NEW FJ ¢ '° �' °•' °. .d . ° a _J EMBEDMENT - PROVIDE NUT AND WASHER • ° o FOR ALTERNATE= - (6) 10D TO STUD & ° a ' d ° ' a ' ' - INSTALL 6'-0" OC MAX, AND WITHIN 12" ° RIM JOIST ° STRAP CONFIG. 6 10D TO PLATE � • a •'° _ a Q.� °: ' OF EACH PLATE END AND CORNER � e o SP3 ( ) ° ° (2) 2x8 MUD SILL PL CONCRETE FOUNDATION - REFER TO FOUNDATION PLAN TYP SILL PLATE TO FOUNDATION CONN o (ALL NAILS GALV) (4) 8d AS SHOWN DRAWING NUMBER: OTE: INSTALL J"O x 12" LONG HD ALTERNATE STRAP END VIEW SECTION GALV ANCHOR BOLTS ® 19" O.C. &MAX 12" FROM CORNERS w/ 3"xi" sQR CONFIGURATION TYPICAL UPLIFT CONNECTION — FOUNDATION WASHER PL & NUT (NOT SHOWN) NOTE : DETAILS ONLY USED WHEN REQUIRED