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HomeMy WebLinkAbout50942-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 #: 50942 Date: 7/15/2024 Permission is hereby granted to: Kriss, Stephen 63 Cayman Isles Blvd En lewood, FL 34223 To: construct additions and alterations (and to legalize as-built bathroom reconfigurations) to existing single-family dwelling as applied for. At premises located at: 355 West Ln, East Marion SCTM # 473889 Sec/Block/Lot# 38.-6-2 Pursuant to application dated 5/22/2024 and approved by the Building Inspector. To expire on 1/14/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $456.00 CO-ADDITION TO DWELLING $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $80.00 Total: $636.00 Building Inspector 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 heat s://www. outholdtow?rin v Date Received APPLICATION FOR BUILDING PERMIT z For Office Use Only PERMIT NO. Building Inspector: 1.� Applications and forms must be filled out in their entirety.Incompleteu ° applications will not be accepted. Where the Applicant is not the owner,anr1. " Owner's Authorization form(Page 2)shall be completed. Date: May 12, 2024 OWNER(S)OF PROPERTY: Name:Stephen and Patricia Kriss SCTM#1000-38000600002000 Project Address:355 West Lane East Marion, NY 11939 Phone#:(516) 330-0308 Email: pkriss249@gmail.com Mailing Address:355 West Lane East Marion, NY 11939 CONTACT PERSON: Name:Jason A. Lee A.I.A. Mailing Address:4 Ethel Street, East Patchogue, NY 11772 Phone#:(716) 864-9375 Email:vytalarchny@outlook.com DESIGN PROFESSIONAL INFORMATION: Name:Jason A. Lee A.I.A.. Mailing Address:4 Ethel Street, East Patchogue, NY 11772 Phone#:(716) 864-9375 Email:vytalarchny@outlook.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ■Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $125,000.00 Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ❑Yes ENO 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-40 this property? Dyes IRNo IF YES, PROVIDE A COPY. ❑ Check Box After"Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspectlons.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print S Lee I@Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S COUNTY OF1q., fo-y) L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the f+C4 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20� -- Notary Public Public. �Y ork 111.,OI rE z369s,Suffoak eoh PI II F' � � "I" (BIZ ,111 (, 1111-11, sprit I ,228 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 All Town Hall Annex ��� �� ��� Telephone(631)765 1802 �s , m 54375 Main Road Fax(631) 765-9502 P. O. Box 1179 ` Southold, NY 11971-0959 oG r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: _ b Ar 2'l 2o-Z+ Owner: to CITACY01r5r l 155 Location of Property: __m.m. t V*<-r M pem07J Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) www Timber construction (TC) in the following location(s) (check applicable line):. Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FIR) Signature: Name (person su*ttna form): -j N A . Le- Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 330 West Lane East Marion New York, 11939 March 27,2024 To Whom It May Concern, Please allow Mr. Jason Lee, A.I.A to file for permits from the Town of Southold to construct an addition to our dwelling at 330 West Lane in East Marion, NY. Should you have any questions, please feel free to contact us at 516-330-0308. We thankyou in advance foryour assistance. Sincerely, fflabida Su&i t=-3W6,j Patricia Sullivan-Kriss Stepaw Y'%&6 Stephen Kriss Labor,Licensing el County Consumer umer Affairs- HOME� tY r4 HOME IMPROVEMENT LICENSE Name BRUCE WOHLARS r This certifies that the Business Name Dearer is dulylicense �r �I d Sunview Enterprise Inc A u 2 8 Dy the County of suffolk License Number:H-45346 Rosalie Drago Issued: 09/29/2008 Commissioner Expires: ,09/01/2024 C CERTIFICATE OF LIABILITY INSURANCE D ATE,MMID°",rY,r' 09114/2023 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(ies)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 rights to the certificate holder In lieu of such endorsements. CON CT PRODUCER NAMP! Melissa Dale Melissa Daley PHC. 631-542-0101 FAia N�: 631-532-4195 E-MAID. 85 Echo Ave rnelissa. ale amelrican-naiional. l INSURERS AFFORDING COVERAGE NAIL# Miller Place NY 11764 INSURERA: Farm Family Casualty Insurance Co. 13803 INSURED INSURER B: SunVieW Enterprise Inc. INSURERC: _ 248 Route 25A Suite 3 INSURERD: INSURER E: East Setauket NY 11733 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. INSR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCEjton­ POLICY NUMBER M DIYYYM A X COMMERCIAL GENERAL LIABILITY 3152L9412 09/25/22 09/25/23 EACH OCCURRENCE $ 1,000,000 09/25/23 09/26/24 RENTED- CLAIMS-MADE a OCCUR PREMISIES E,aoccuake2o $ 100,000 X Contractual L.iabillly MED EXP(An/one arson $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO LOC PRODUCTS-COMP/OP AGG $ 2,000.000 JECT OTHER: $ A AUTOMOBILE LIABILITY 8152C6729 11/25/22 11/25/23 MIN oSIN I-ELIM'rT' $ 1,000,000 _LEe c� GcwenR ANY AUTO BODILY INJURY(Per person) $ OWNED + SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED AUTOS ONLY X AUTOS ONLY PROPERTY DAMAGE $ Par accldcnt UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAS CLAIMS-MADE AGGREGATE $ DIED I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ORH ANYPROPMETOR/PARTNER/EXECUTIVE Y� NIA E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,desvibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Sunroom / Replacement Window Installation / Carpentry CERTIFICATE HOLDER CANCELLATION Town of Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971-0959 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(20161031 The ACORD name and loco are reaistered marks of ACORD NEw i I"Ili ii s' CERTIFICATE OF .. . Compensation°Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sunview Enterprise Inc 631-872-3381 248 Rt 25A Suite 3 1c.NYS Unemployment Insurance Employer Registration Number of Insured Setauket, NY 11733 N/A Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 248 Rt 25A Suite 3, Setauket, NY 11733 26-3406662 2.Name and Address of Entity Requesfing Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Town of Southold Building Department 54375 Main Road P.O. Box 1179 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 SUWC420632 3c.Policy effective period 08/15/2023 to 08/15/2024 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) X❑ 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"1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY)must be listed under Item 3A 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,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: Adam Edelstein (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 05/21/2024 (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 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 , � Workers' CERTIFICATE OF INSURANCE COVERAGE srAr Compensation 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 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured SUNVIEW ENTERPRISES INC 631-872-3381 248 NY-25A#3 EAST SETAUKET, NY 11733 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.,Wrap-Up Policy) 263406662 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Building Department 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" P.O.Box 1179 DBL700687 Southold, NY 11971 3c.Policy effective period 09/01/2023 to 08/31/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of 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 Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/20/2023 By wid 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-81QQ 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 Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. DB-120.1 (12-21) I� � 0 �1ia1i��2 >�� I� ►ld►{ DEPAR RI FRHEAD NI. V.&TH t :A 5 u i, � .1 — r •. , ► .a we Si o b D=Giovam"o welt a yi � aoa0 IA _tl SUFFOLK COUNTY HEALTH f —ARTMENT z - AUG 8 1 T SATE H. D. REF. W 4 - .e O �,9 �. The sewage disposal and water s-tnply 0 ; ►� ;-° fit, ��� -' 0 facilities for this location he been •� 3� 1°' inspected by this department and found to be satisfactory • i - 4r w q `M. ` I S.58'S8'3o"•\.�/• !30. L Chief of General engineer $ Services 9 • 1� M _ o To i1 Y ti A VIWAyfoM o► 30 Tiffs$U,y � s - - + O To tj A - --lisunto .. Y 1. GUA� 198'"OtCATED NEI#[ON SNAIL X ONLY to INN f€4 Ftl�W tw IS PWA:10,� WHOM TM SURYEV Tltt�tt ON MIS Il`NAU To TUI 10 THE As 'GMTS Q THE UN G t V ARE NOT TO{, QW0 ISisrx} }r { tt 4 me t V V4 N TL License 4 - a_ � r _ ZONING CONFORMANCE CHART, RESIDENTIAL R-40 � E PROJECT INFORMATION w o USE MINIMUM LOT AREA MINIMUM YARD SETBACKS MAXIMUM BUILDING HEIGHT MAX LOT COVERAGE FLOOR AREA RATIO L„ U ALLOWED PROPOSED ALLOWED PROPOSED PROJECT NAME: O EXISTING PROPOSED REQUIRED EXISTING FRONT SIDE REAR FRONT SIDE REAR STORIES HEIGHT STORIES HEIGHT MAXIMUM PROPOSED MAXIMUM PROPOSED F— N O 11 PROPOSED MASTER BEDROOM SUITE AND INTERIORmpumh" ROPOSED MASTER �. SINGLE FAMILY EXISTING USE 40,000 13,000 30'-0" 10-0 35'•0" NO 13'-4" NO 1 35'-0" 1 NO 20% 14% 2,475 S.F. 1,826 S.F. RENOVATIONS W W ,� O RESIDENCE TO REMAIN 25 TTL CHANGE CHANGE CHANGE w Q ARCHITECT: (� P— _ a = nUr c JASON A. LEE, A.I.A. t 1 W � P 4 ETHEL STREET, 'CC tz BEDROOM SUITE AND EAST PATCHOGUE, NY 11772 w DESIGN CRITERIA TEL: 716.864.9375 Q vytalarchny@outlook,com INTERIOR RENOVATIONSSUBJECT TO DAMAGE FROM ICE BARRIER GROUND WIND SEISMIC DESIGN WINTER DESIGN FLOOD AIR FREEZING MEAN ANNUAL THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL SNOW LOAD SPEED CATEGORY TEMPERATURE UNDERLAYMEM HAZARDS INDEX TEMPERATURE REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS WEATHERING FROST LINE DEPTH TERMITE REQUIRED AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED 45 LBS, /S.F. 130 MPH C 33-50 SEVERE 36" BELOW GRADE MODERATE 15 DEGREES F REQUIRED NOT IN FLOOD PLAIN 1500 OR < 51.1 DEGREES F WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, AT PROPERTY INFORMATION METHODS,DEVIATIONS,TECHNI9UES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY PERSONS PERFORMINOWNER : STEPHEN AND PATRICIA KRISS OTHER DIE FAILURE OF THEM TOCA�""RRYO OUT THETHEroRK WORONFOR THE K R I S RESIDENCE ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE S ® ®®p ® p p�® p �p p ®®pp p®p®®®p®®pp ® p ®® ® DIMENSIONS AS SNOWN DRAWINGS ARE NOT TO BE SCALED. ADDRESS; 355 WEST LANE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EAST MARION, NEW YORK 11939 355 WEST LANE EMAIL: maryann@keyskeya.com Lu I ! � ZONING: RESIDENCE - R40 EAST MARION , NY 11939 I ' z I Y I SECTION No: 38 BLOCK No: 06 LOT No: 02 o W = m z CID I c� Lu , > O Q- O ILL Q U . � w cn � I = w TOWN AND VILLAGE INFORMATION c N LOT COVERAGE INFO: ® ® TOWN: TOWN OF SOUTHOLD Q 0 ® ADDRESS: SOUTHOLD BUILDING DEPARTMENT MAX ALLOWABLE LOT COVERAGE: ® ® 54375 NEW YORK - 25 z° N ® e SOUTHOLD, NEW YORK 11971 a�aaE�a EXISTING LOT AREA = 13,000 SQ.FT. ® I p MAX LOT COVERAGE % = 20% ® PHONE; (631) 765-1800 EXISTING LOT AREA x MAX LOT COVERAGE % p •••••13,000 SQ.FT, x 20% = 2,600 SQ.FT. MAX. ® 10.0' 1- STO RY 10.0' ® SETBACK A DDIT10 N SETBACK PROPOSED LOT COVERAGE: ® I ® p z ® z O EXISTING FIRST FLOOR - 1,486 SQ.FT, ® ' ® DRAWING LIST Q a MASTER SUITE ADDITION _ 340 SQ.FT, 0 � O < (y) 01 TOTAL = 1,826 SQ.FT. ® , -� 3 41 , ® O Z w I GENERAL DRAWINGS: Ly O Lu C) LOT COVERAGE CALCULATION: 10' MIN. 0 G1 .01 TITLE SHEET, PLOT PLAN AND GENERAL INFO. F_ --� w w Z G1 .02 GENERAL NOTES AND SPECIFICATIONS Llj — Q � (LOT COVERAGE / LOT SIZE) X 100 ® 3O,3' 1- STO RY FRAME ® m 0 � w O ••-•�},826 SQ.FT. / 13,000 SQ.FT,) X 100 = 14% p r 1 ® ARCHITECTURAL DRAWINGS: W Q O � •»• /° PROPOSED • 20% MAX. (ALLOWABLE) I RESI D EN C E I �„ Q ® I ffi A2.01 FIRST FLOOR DEMOLITION & PROPOSED PLANS � C) Fw— W ® A2,02 PROPOSED ROOF, BASEMENT & ENTRY PLANS < F— F- p I ® A3.01 PROPOSED ELEVATIONS & WALL PARTITIONS 0 ::D z Q Lu cLo w p I I o A3.02 PROPOSED ELEVATIONS &WALL PARTITIONS n- —" Ll A4.01 PROPOSED SECTIONS AND SECTION DETAILS A4,02 PROPOSED SECTION, WINDOW ELEVATIONS, PROJECT No,: ® DOOR AND WINDOW SCHEDULES FLOOR AREA RATIO INFO: I I ® A5,01 PROPOSED AIR SEALING DETAILS 23-135 ® I ® PROJECT DATE: ® I ' STRUCTURAL DRAWINGS: DECEMBER 2023 NON-CONFORMING LOTS: LESS THAN 10,000 SQ.FT. BUT MORE THAN 20,000 S1 .01 FIRST FLOOR STRUCTURAL BRACED PLANS I AND PLUMBING RISER DIAGRAMS SCALE: SQ.FT. + 12.5% OF 3,000 SQ.FT. = 375 SQ.FT. 27.0 S1 .02 FRAMING DETAILS MAXIMUM SQ.FT. = 2,475 SQ.FT. (ALLOWABLE) S1 .03 FRAMING DETAILS AS NOTED S1 .04 FRAMING DETAILS DRAWN BY: o L ADD, ALTERNATE DRAWINGS: J,LEE `') ' X1 .01 ADD. ALT. FOR WINDOW REPLACEMENT CHECKED BY: I 1 I I SEAL: - - - - - - - - 11 C) A. p coo ® 0000 p by ® 0000 p®p®pp®p®®® ® ® p® ® 111111 � �, <C/O N� EST LA E �OF NF- EXISTING PLOT PLAN DRAWING NO.: OF 14 SCALE: 1"= 125' GI s O 101 DRAWING TITLE: TITLE SHEET, PLOT PLAN & GENERAL INFORMATION U o fass GENERAL NOTES; CONCRETE NOTES; ` u U EXTERIOR DOOR NOTES. � O 1, THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT. 1. ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 0= 4,000 PSI AT 28 DAYS. 1. ALL NEW ENTRANCE DOORS SHALL BE LOW-E IG WITH ARGON WITH 3MM GLASS GLAZING PROVIDING A U-VALUE OF 0.35. F- w CV -1-- THE ARCHITECT HAS NO FURTHER CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF CONSTRUCTION Op DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLICABLE CODES. THE ARCHITECT DISCLAIMS 2. ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF TWO TONS PER LINEAR FOOT. 2. PROVIDE INSECT SCREENS FOR ALL EXTERIOR DOORS, U J `w 0 - ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WITH DIMENSIONS, SIZES, & (OR) MATERIALS THAT DEVIATE FROM THESE (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY), Q E-- L _ >- DRAWINGS. 3. ALL ROUGH OPENING SIZES SHALL BE COORDINATED WITH MANUFACTURERS STANDARD RECOMMENDATIONS. j �!e 3, ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND EXTEND TO A MINIMUM DEPTH OF 4-0" BELOW GRADE, Q 02 2. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION DRAWINGS WITHOUT SPECIFIC 4. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. U = APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY CHANGES MADE BY THE CONTRACTOR (STRUCTURAL MEMBERS, 4. PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE WALLS BELOW GRADE. w p WINDOW CHANGES, ETC) RESULTING IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION Q tt w Z WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT 5. ALL EXPOSED (ABOVE GRADE) FOUNDATION WALL SURFACES SHALL HAVE A SMOOTH FINISH. CONTRACTOR'S COST AND NO ADDITIONAL COST TO THE OWNER. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR UNAPPROVED SUBSTITUTIONS AND (OR) DEVIATIONS MADE BY THE CONTRACTOR. 6. ALL CONCRETE SHALL BE PRODUCED IN ACCORDANCE WITH ACI 318,IN ADDITION TO CEMENT PERMITTED BY ACI 318 CEMENT COMPLYING WITH ASTM C1157 IS PERMITTED. ALL CONCRETE TO BE A MINIMUM OF 4000 PSI AND WHEN EXPOSED TO WEATHER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN THE SERVICES OF A MUST BE AIR ENTRAINED AS PER NYSRBC TABLE R402.2. SOIL BEARING PRESSURE IS ASSUMED TO BE 2000 LBS/SF TYPICAL LONG REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS LICENSED PROFESSIONAL LAND SURVEYOR TO STAKE OUT ALL CORNERS OF THE EXISTING PROPERTY LINE AND PROPOSED ISLAND SAND AND GRAVEL, ARCHITECT SHALL BE IMMEDIATELY NOTIFIED IN WRITING IF CONDITIONS OTHER THAN ASSUMED EXIST. WINDOW NOTES : AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND FOUNDATION CORNERS, ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE STAKE OUT SHALL BE BROUGHT TO THE ARCHITECTS FOOTING SHALL BE 24 WIDE BY 12 DEEP WITH 6 PROJECTION ON EACH SIDE OF FOUNDATION WALL, UNLESS SHOWN OTHERWISE MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED ATTENTION IMMEDIATELY. ON PLAN. PROVIDE 2 X 4 KEYWAY IN FOOTING.ANCHOR BOLTS SHALL BE 1/2" DIA. @ LOCATIONS STATED ON PLANS. ALL ABOVE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. GRADE EXPOSED PORTIONS OF FOUNDATION WALLS SHALL HAVE CEMENT FINISH, I. ALL NEW WINDOWS SHALL BE 2.51MM GLASS GLAZING PROVIDING A U-VALUE OF 0.35 (OR APPROVED EQUAL). THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF 4. ALL EXISTING BUILDING DIMENSIONS, SITE DIMENSIONS,AND CONDITIONS ARE ESTIMATED AND BASED UPON EXISTING CONDITIONS. AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC. (ASSUMED, EXISTING, AND PROPOSED), 2. PROVIDE INSECT SCREENS FOR ALL WINDOWS. PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR TO THE COMMENCEMENT OF WORK. ISI CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY 3. ALL ROUGH OPENING SIZES SHALL BE COORDINATED WITH MANUFACTURERS STANDARD RECOMMENDATIONS. OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR 5. WRITTEN DIMENSIONS WITHIN THE CONTRACT DOCUMENTS SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT TO BE SCALED. ACCORDANCE WITH FAILURE M THEM N CARRY OUT THE WORK IN THE CONTRACT DOCUMENTS ALWAYS USE 4. REFER TO WINDOW SCHEDULE FOR ADDITIONAL INFORMATION, DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. 6. ALL WORK SHALL COMPLY WITH THE 2020 NEW YORK STATE RESIDENTIAL CODE, THE 2020 NEW YORK STATE SUPPLEMENT TO THE UNIFORM CODE, THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), THE 2020 NEW YORK STATE SUPPLEMENT TO THE»» »�� , FRAMING NOTES: ENERGY CODE... ......»... . ... so- --- . ..»... ..• ..» . * *so** . ».... . see* ***s o*** . . » . � 7. ALL WORK SHALL BE DONE TO THE HIGHEST STANDARD OF CRAFTSMANSHIP BY ALL TRADES. *ALL STRUCTURAL LUMBER SHALL BE DOUGLAS-FIR LARCH GRADE #2 OR BETTER. 8, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY ADJOINING BUILDING AND SITE SURFACES DURING CONSTRUCTION. UJI THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND(OR) REPLACE ANY ADJOINING SURFACES AND ITEMS DAMAGED DURING 1. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR &CEILING JOISTS, ROOF RAFTERS, HEADERS & BEAMS. GLAZED AND VENTILATION CALCULATIONS: z CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2. PROVIDE HURRICANE CLIPS AS INDICATED &AS SPECIFIED. 0 9. SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS WHERE APPLICABLE. REQUIRED GLAZING AREAS FOR HABITABLE ROOMS = 8% OF FLOOR AREA Liu 3. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10 FEET ARE TO HAVE STUD BRIDGING OR OTHERWISE BE to m (AS PER SECTION R402.1 OF THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE) z 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY FACILITIES FOR PROTECTION OF TOOLS/ EQUIPMENT AND FACILITIES BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8 FEET. w p 0 O SHALL CONFORM TO LOCAL REGULATIONS. 4. ALL STUD BEARING WALLS TO HAVE STUD BRIDGING AT MID-HEIGHT. SMART ROOM: 106 = 59 S.F. FLOOR AREA * 8% _ Of ( ) 05 S.F. OF REQUIRED GLAZED AREAS. 13 S.F. PROVIDED p 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE ANY AND ALL CONSTRUCTION RELATED DEBRIS AND WASTE uj 00 OFF SITE IN COORDINATION WITH ALL NEW YORK STATE, FEDERAL, AND LOCAL APPLICABLE BUILDING CODES, DURING 5. TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL BEDROOM 03: 200 = 163 S.F. (FLOOR AREA) * 8% = 13 S.F. OF REQUIRED GLAZED AREAS. 52 S.F, PROVIDED =) LU N CONSTRUCTION THE SITE SHALL BE MAINTAINED CLEAN AND CLEAR OF CONSTRUCTION DEBRIS AND WASTE. BUILDING CODE, CHAPTER 5(FLOORS), CHAPTER 6(WALL CONSTRUCTION), CHAPTER 8 (ROOF &CEILING CONSTRUCTION), c/) UNLESS OTHERWISE NOTED. BATHROOM: 201 - 81 S.F. (FLOOR AREA) * 8% = 06 S.F. OF REQUIRED GLAZED AREAS. 06 S.F. PROVIDED N 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE AND CONSTRUCTION SAFETY. b. FRAMING LUMBER SHALL BE SQUARE EDGE, STRAIGHT, SOUND, WELL SEASONED, MAXIMUM MOISTURE CONTENT OF NINETEEN (19) Lu '- REQUIRED NATURAL VENTILATION AREAS FOR HABITABLE ROOMS = 4% OF FLOOR AREA Q o 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING PERMITTING, SCHEDULING, AND COORDINATION OF ALL APPROPRIATE PERCENT AT TIME OF INSTALLATION; LUMBER SHALL BEAR THE GRADE AND TRADEMARK OF THE ASSOCIATION BY WHO RULES IT IS p o INSPECTIONS WITH THE LOCAL BUILDING DEPARTMENT. PRODUCED, SIZES INDICATED ARE NOMINAL STANDARD SIZES. (AS PER SECTION R403,1 OF THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE) 14, WINTER PROTECTION, HEAT, AND SNOW REMOVAL SHALL BE THE CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE 7. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR LARCH GRADE #2 OR BETTER WITH A STRESS RATING OF 875 AND 850 PSI SMART ROOM: 106 = 59 S.F. (FLOOR AREA * 8% = 03 S.F. OF REQUIRED GLAZED AREAS. 08 S.F. PROVIDED z aaa�aa DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND 95 AND 75 MIN, FOR SHEAR OR BETTER. ) COMMISSION AND O.S.H.A. REGULATIONS. 8. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS OVER 6-0" IN LENGTH. BEDROOM #3: 200 = 163 S.F. (FLOOR AREA) * 8% = 07 S.F. OF REQUIRED GLAZED AREAS. 32 S.F. PROVIDED 15, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST BATHROOM: 201 = 81 S,F. (FLOOR AREA) * 8% = 04 S.F. OF REQUIRED GLAZED AREAS. 04 S,F. PROVIDED DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD 9. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT b'-0"O.C. MAXIMUM. PRACTICE. 10, UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR SHALL HAVE 1/2"PLYWOOD BETWEEN HEADERS ABOVE. C!) 16. PROVIDE ALL BLOCKING, SUPPORTS, AND TEMPORARY SHORING AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. 11. ALL SUB FLOORING,WALL, AND ROOF SHEATHING SHALL BE EXTERIOR GRADE TONGUE AND GROOVE PLYWOOD. 'ADVANTECH Z INSTALL AND REMOVE (AFTER COMPLETION )ALL TEMPORARY SUPPORTS, SHORING, HEADERS,AND DUST SCREENS TO ADEQUATELY FLOORING 'OR ARCHITECT APPROVED EQUAL. 0 SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. 17. THE PREMISES TO BE KEPT REASONABLY CLEAN AT ALL TIMES. THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR 12, ALL BUILT UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLITS ON THE WIDE FACE OF ANY MEMBER GREATER THAN 1/2 0 Q ~ ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS SHALL BE CLEANED AND POLISHED, FLOOR SWEPT, CARPETS TIMES THE WIDE FACE. Z (Y W O� ELECTRICAL NOTES. O � VACUUMED, FIXTURES WASHED, WITH LABELS REMOVED,AND EXTERIORS HAND RAKED FREE OF DEBRIS. L_U 13, ALL EXPOSED WOOD FOR SOFFITS, OVERHANGS, ETC, SHALL BE APPROVED EXTERIOR GRADE. (PAINTED ALL SIDES AND ENDS). Q O .~_I z 18. UPON COMPLETION OF CONSTRUCTION WORK AND FINAL APPROVAL AND ACCEPTANCE BY THE LOCAL BUILDING DEPARTMENT 1. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION. W F- Q w z AND INSPECTOR, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL APPROPRIATE AS-BUILT DRAWINGS AND CLOSE OUT 14, ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FRAMING ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 DOCUMENTATION TO THE OWNER AND BUILDING DEPARTMENT. GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON, 2. ALL ELECTRICAL WORK SHALL BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL BUILDING CODE. m Q w 0 ry O Lv 15, NAILING TO CONFORM TO SCHEDULE INDICATED IN THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. 3. ALL ELECTRICAL LIGHTING FIXTURES SHALL BE 6" DIA. RECESSED LIGHTS. COORDINATE ALL LIGHTING WITH OWNER PRIOR TO E-- W Q F-- Of INSTALLATION (TYP.) W C W L1i C uu 16. LEAVE 1/16 SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8 SPACE AT ALL PANEL EDGE JOINTS. il­- W `r- 4. ALL LIGHTING LAMPS SHALL BE HIGH EFFICIENCY LAMPS. 0 1- w � c j 17. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS. ALL � Z Q cLID w WOOD POSTS SHALL BE 4"X4" MINIMUM (UNLESS OTHERWISE NOTED). 5. ALL ELECTRICAL LIGHTING THE SHALL BE HARDWIRED BACK TO THE EXISTING ELECTRICAL PANEL WITH EACH ROOM ON ITS OWN n- ---- DEDICATED CIRCUIT, --EXCAVATION NOTES; ----- ------------.-----�--------. - --- 6. ALL ELECTRICAL RECEPTACLES SHALL BE HARDWIRED BACK TO THE EXISTING ELECTRICAL PANEL WITH EACH ROOM ON ITS OWN PROJECT NO,: 1. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEARLY MARK-OUT ALL UNDERGROUND DEDICATED CIRCUIT, 23-1 35 PIPING AND UTILITIES. 7. ALL RECESSED ELECTRICAL LIGHTING FIXTURES SHALL BE RATED FOR INSULATED CEILINGS. PROJECT DATE: 2. EXCAVATE SUBSOIL REQUIRED TO ACCOMMODATE CONSTRUCTION OPERATIONS TO THE LIMITS AS INDICATED ON THE PLANS, ROOFING AND SIDING NOTES: 8. ALL INTERIOR ELECTRICAL RECEPTACLES SHALL BE RECESSED TAMPER RESISTANT RECEPTACLES. DECE M B E R 2023 3. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING,AND CURBS FROM EXCAVATION EQUIPMENT AND 9. FURNISH AND INSTALL ALL FACE PLATES AND COVERS AS REQUIRED. STYLE, TYPE,AND COLOR TO BE SELECTED BY THE OWNER. VEHICULAR TRAFFIC. SCALE: 1. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS, WALLS AND PENETRATIONS, TO FORMA WATERTIGHT ASSEMBLY. ALL 10, FURNISH AND INSTALL ALL LIGHT FIXTURES, BULBS, &TRIMS AS REQUIRED, STYLE. TYPE, AND COLOR TO BE SELECTED BY THE OWNER. 4. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO EXCAVATION. FLASHING TO BE 16 OUNCE AND EXTEND 8 (MIN.)ABOVE INTERSECTING SURFACES. AS NOTED 5. IF DEPTH OF TRENCH EXCEEDS 5'-0", THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN 2. PROVIDE 1"THICK OSB SHEATHING OVER ALL WALLS. PROVIDE LIQUID APPLIED FLASHING OVER ALL GAPS AND PENETRATIONS. DRAWN BY: ACCORDANCE WITH OSHA REGULATIONS, 3. PROVIDE 1/2"ADVANTECH' ROOF SHEATHING. J,LE E b, STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON SITE AND REMOVE EXCESS MATERIAL NOT BEING REUSED FROM THE SITE. 4. ROOF TO BE COVERED WITH TWO LAYERS OF 15 LB. BUILDING PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND 7. BACKFILL EXCAVATIONS USING FREE-FLOWING ANGULAR AGGREGATE WITH A PARTICLE SIZE NOT LESS THAN 1/8"NOR MORE THAN FINISHED WITH 300 #ASPHALT SHINGLES OR ROOF SHINGLES SPECIFIED ON THE DRAWINGS. MECHANICAL NOTES: CHECKED BY: ___ 1/2".ANGULAR MATERIAL MAY BE EITHER CRUSHED STONE OF GRAVEL MEETING QUALITY&SOUNDNESS REQ'TS OF ASTM C-33, 5. INSTALL NEW 20 GA. ALUMINUM FLASHING AT ALL ROOF VALLEYS, 8. ALL BEDDING, BACKFILL BEDDING,AND APPROVED BACKFILL MATERIALS SHALL BE TAMPED INTO PLACE, 6. INSULATION:ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION R-VALUES ARE SHOWN 1. All MECHANICAL WORK TO FILED UNDER A SEPARATE APPLICATION BY CONTRACTOR. SEAL: 9. ALL BACKFLLED MATERIALS SHALL BE COMPACTED TO 95% (MAX.) DRY DENSITY IN ACCORDANCE WITH ANSI/ASTM D1557. ON DRAWINGS. PROVIDE PERIMETER INSULATION TO CODE AT ALL FOUNDATION WALLS. 2. ALL PLUMBING WORK ASSOCIATED WITH HEATING TO BE FILED UNDER A SEPARATE APPLICATION BY CONTRACTOR rR MAINTAIN OPTIMUM MOISTURE CONTENT TO ATTAIN REQUIRED DENSITY. c, ���Et , i•r? .�� 4✓�\ Qc O N A. oA 8 I N'9 040959 Q� T�OF NS14 DRAWING NO,: OF 14 G 1 , 02 02 DRAWING TITLE: GENERAL NOTES, CALCULATIONS, & SPECIFICATIONS U 03 C)/A--A A4.01 O� W U O �_s 3'-10Y4' 10'-0/1211 31 2J/4,1 3�: ui C'4 O A4,01 ----- W1 C W1 W r— ( r, O 0 � wW O � � ----- - -... __ ----- -TF�-- --- -- -_- -- _ � c ---- - Irv, III r=1N a' 19 200 N —� Q O V U w }. O F � Wt � II -zw t' Z I X 02 E o BEDROOM #3 o 04 C-C m 163 S.F, 'n B-B THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL A3.02 A4.02 co a 4X6 POST TO A4,02 REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS 4X6 POST ON P.C. AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE UNDERSIDE OF ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND I PIER TO UNDERSIDE OF STRUC. RIDGE MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED I ( NEW STRUC, RIDGE B A WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, 4'-0' 9'-0" 3'.4' w1 THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF GREAT ROOM 1I GREAT ROOM U? _ _ _ °? AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 1 1 1 111 O METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR pL c 2'0" OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR O. THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE 2'-2Y4' 6'-11�2" 1'-4%4' k = DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. 10 - ­4 ° BATH B CLOSET 2 Ii ®3 81 S.F. 63 S.F. L' �- III 1 i v LINEN CL. 111 04 2 2 Ilk LLJ - F i 5 S.F. I N r - 1 F 1 I I / \ QD 02 - - � _ z I -------------- w ATH ATH B 09 - - I B 09 z m ' 1, I II I 11 I II w O O 1 i 1 -4 4-1 9-1 3-11 lo ui 011 KITCHEN �,-.n-� _ K_ITCHE__N BEDROOM#3 I 104 BEDROOM#3 I 104 WCn y )`` — )` 'I W cn O I�.__.�• I i �� YJ i <A4. A .- ...._- ._.- ... .. f .__....._-_.._.......-. .- cN---.. I O1 _ cN BATH I ; BATH_ I O 110 110_) I QQ �/ z aaaaaa f I I CLOSET CLOSET i CLOSET CLOSET HALL HALL � ,....._A.........! 7A L j NDRY 05 02/ 105 12 S.F. .r - \v, r'f/ 1�aN 1 i A \ LINE I � I C!) ct _ LIVING ROOM LIVING ROOM [-1 t7� I 103 Q O BEDROOM#2 BEDROOM #2 ' F— 0- BEDROOM#1 I 107 LAUNDRY/ Q O < �, r---� 3-2y SMART RM i L.-05A O � W L�06 J '^�� I I ` _� A 65 S,F. W I REFER TO SHEET A2,02 l LO _— FOR ENLARGED PLAN F- W z j AND PLAN DETAILS W Q Q C) W CLOSET I CLOSET — — — — — — — — — — — — — — — — — — — — — — - - — � z Z -� ------ ----- -- ----- i - — -- -------- ---- -- Lv 0 c O w Q 02 I ENTRY j I W U) W w � 2 10 1 ENTRY I \ 100 ( O Q �--- w Lo I Ll 100 - \ 121 S.F. LO Q -.._........- I NEW 21-411 X 8'-4"BUILT-IN III._ CO W - ---------------- _ /i/ 04 I �// 04 Ij \�\ i - L_--�� BENCH SEATING, SEE SECTION- o DETAIL 05 ON SHEETS A4.01, PROJECT No.: -- I CLOSET i LAUNDRY I f 05 SHOWER '\\ I OWER 101 1 SH 02 CLOSET CLOSET `\ I 2 3-13 5 1 A A O1_B- I II II 5 S.F. 5 S.F. I PROJECT DATE: ---11�r---------rr-� L-- -rL------Syr--ram ---- ----------- i I DECEMBER 2023 7'-31' 7'-3$ 5'-23' I W2 W4 W4 W2 2 4 4 82' 4 22' 4-82' 5'-94" SCALE: 02 02 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- AS NOTED 01 B B A4.01 DRAWN BY: A3.01 DEMOLITION FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN J,LEE SCALE: 114" = 1'-0" SCALE: 114" = 11-0" CHECKED BY: SEAL: O\ 5�N A. DEMOLITION NOTES; SYMBOL LEGEND: NOTE DESCRIPTION NOTE DESCRIPTION SYMBOL DESCRIPTION SYMBOL ---DESCRIPTION — SYMBOL DESCRIPTION SYMBOL DESCRIPTION WINDOW TO BE REMOVED TO ACCOMMODATE NEW EGRESS STUD WALL AND/OR WINDOW CONSTRUCTION TO BE -- INDICATES EXISTING WALLS AND __________ INDICATES EXISTING WALLS AND INDICATES PROPOSED WALLS 0409 g OQ� O 1 WINDOW, EXISTING HEADER TO REMAIN, MODIFY OPENING 02 REMOVED AND DISPOSED OF TO ACCOMMODATE NEW /OR ITEMS TO REMAIN. /OR ITEMS TO BE REMOVED, AND/OR ITEMS TO BE INSTALLED. SD INDICATES SMOKE DETECTOR T�O O TO INSTALL NEW WINDOW, PATCH INTERIOR AND EXTERIOR O CONSTRUCTION, PATCH &MODIFY ALL AFFECTED SURFACES F N E 14 SURFACES AS REQUIRED TO MATCH ADJACENT. AS REQUIRED. REFER TO PROPOSED PLANS FOR ADD'L INFO. � INDICATES DEMOLITION NOTE INDICATES PROPOSED NOTE n INDICATES WALL PARTITION TYPE - C/S INDICATES COMBINATION SMOKE/ ' I I REFER TO PARTITION TYPES CARBON MONOXIDE DETECTOR CONTRACTOR TO PROVIDE OPENING TO INSTALL PROPOSED DOOR AND FRAME TO BE REMOVED AND DISPOSED OF TO 03 ® INDICATES DOOR NUMBER WINDOW(S), PROVIDE HEADER AS REQUIRED, REFER TO O4 ACCOMMODATE NEW CONSTRUCTION, PATCH AND MODIFY WX INDICATES WINDOW NUMBER R W INDICATES LOCATION OF NEW D S INDICATES LOCATION OF DRAWING NO,: OF 14 PROPOSED PLANS FOR ADDITIONAL INFORMATION, ALL AFFECTED SURFACES AS REQUIRED. RESCUE WINDOW, PROPOSED ROOF DOWN SPOUT ENTRY BENCH TO BE REMOVED AND DISPOSED OF TO ROOFING TO BE REMOVED AND DISPOSED OF DOWN TO ROOM ROOM TAG DETAIL TAG SECTION/ELEVATION TAG X ., INDICATES THE REVISION CLOUD 05 ACCOMMODATE NEW CONSTRUCTION. PATCH AND MODIFY Ob ROOF DECKING. REPLACE ALL ROTTED AND DAMAGED 1 ROOM NAME DETAIL NUMBER # DETAIL NUMBER `— �� ADDENDUM NUMBER AND KEYED A2 , 01 03 ALL AFFECTED SURFACES AS REQUIRED, DECKING. SHINGLE SIZE &COLOR AS SELECTED BY OWNER. AREA .� ROOM NUMBER ` ' "' DRAWING NUMBER DRAWING NUMBER ) REVISION CLOUD DESIGNATIONPOOM AREA . ��� DRAWING TITLE: FIRST FLOOR DEMO AND PROPOSED FLOOR PLANS CL r) E • 0 /A Lu r*01 .VO2 0 0 _03- LILI CV -I.- 221-6" 161-711 /A--A �' Z)N—A4.0 1) Ljj 17'-1 11 f2f W LL.L' C) 111-31 311 16-7" B-13 f zrw 11 811 z (� !1-- 0 �r��f cc 161-5 : N. < Lu ----—------------ r Lu z DRILL AND EPDXY#5 REBAR @ 12"O,C.Vv1TH 61-EMBEDMENT INTO NEW FOUNDATION. THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL %J REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED ! (C-C� rc-_c� WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. .4 NA4.02,r 1�,A4041 8X8 POURED CONCRETE . THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF 1> PIER WITH 16X1 6XII 0 DEEP AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, UNEXCAVATED METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR FOOTING, SET TOP FLUSH PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS WITH TOP OF FDN WALL e IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY tv OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR UNEXCAVATED THE FAILURE OF THEM TO CARRY OUT THE WORK IN 0 2X6 PRESSURE TREATED WOOD SILL PLATE b ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE rc_ (4"CONC. FLOOR) 04 DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. _C_� (C-C� OVER TERMITE SHIELD AND SEAL SEALER.SECURE PLATE WITH 5/8"DIA.ANCHOR BOLTS .VO2 NA 4,0 2/r C14 04 @ 36"O.C. MAX. 16"MIN, EMBEDMENT INTO 4000 PSI CONCRETE. PROVIDE 3'X3"3-GUAGE 04 STEEL SLOTTED WASHERS AT EACH BOLT. (TYP.) 02 CONTINUOUS A3.02 RIDGE VENT < . ­414.10 ...c•......... cli C14 Lu DRILL AND EPDXY#5 REBAR @ 12"O,C,WITH 6" EMBEDMENT z INTO EXISTING FOUNDATION. LLj U:) Z CQ Lu in- 0 % CL, P= 0 (n IV a- U- -0 611 TO 811 INSULATED 0 IPE AS A f ui SLEEVE FOR EXIST. PIPPING FROM uj Li (n Z) ZD Lu U) BASEMENT TO NEW BATHROOM U) 0 161-511 [8"[ UJ 181-51' Q C:) 0 I \ EXISTING BASEMENT 511aaa�aa 26-4 8 A-A z ��A301) A4.01 �2 DISHED 0 WENT 0 0 m cf) j r c • Q BASEMENT PARTIAL B 0 I RTIAL ASEMENT FLOOR PLAN ADDITION z tol 01 CONTINUOUS SCALE: 114" 1'-0" 0 < < c1r) _104 IRIDGE VENT 0 Lu 0, Ct 0 LU C*4 Lu z 02 m < � zz r", 0 4'-6y4" 6 8y2'. 4'-6y4" 3'-911 U-1 < 0 0� Lu cn < LLJ CL Lij 0 Lu Lu FE11 U-) (n IO ce) Lu [Ell C PROJECT No,: ENTRY 23-135 121 S.F. PROJECT DATE: NEW 2'-4"X 8'-4"BUILT-IN BENCH SEATING, SEE SECTION DETAIL 05 ON SHEETS A4,01. DECEMBER 2023 0 CLOSET CLOSET SHOWER SCALE: I 101A Z, AS NOTED 5 S.F, 5 S.F. 7 ao ao 19 04 C? DRAWN BY: J.LEE ? T T - - - - - - - - - - - - - - - - - -- W2 W4 W4 W2 CHECKED BY: 5'42 91-1011 j" 8'-8111 2-5%" 4'-8Y2 4'-2Y2 4'-8Y2 5'-93/4" --- 2 — 01 e- 20'-2111 SEAL: 23'-1 131-8" 01 B-B A-A REVISED ENTRY FLOOR PLAN O so N 'q. A4.01 SCALE: 3/8" = l'-O" PROPOSED ROOF PLAN. (P SCALE: 114" = l'-O" 0 0959 N F-14 DRAWING NO.: OF 14 A2m O2 04 DRAWING TITLE: PROPOSED ROOF, BASEMENT AND ENTRY PLANS U o E O W U O CONSTRUCTION NOTE; ELEVATION NOTES: F— U-iI� O T.O.RIDGE T.O.RIDGE V NOTE DESCRIPTION .»....»._. _ +13'-4" of Lu W 0 ��/ IT IS THE INTENT OF THIS DESIGN TO HAVE 01 PROVIDE &INSTALL NEW VINYL SIDING TO .o.DORMER 05 05 _ TO.RIDGES _ � _ � Y C THE PROPOSED MASTER BEDROOM FINISH MATCH EXISTING IN COLOR,STYLE&SIZE. Ob 03 03 03 06 ro u U PROVIDE AND INSTALL NEW 4"VINYL TRIM T.O.ROOF C / � U = C) FLOOR AND FASCIA BOARD TO MATCH .»...«_... .». 02 AT CORNERS.TYPE, COLOR AND STYLE TO o7 05 03 07 � w � � 0 THE EXISTING FINISH FLOOR AND FASCIA BE MATCH EXISTING, (TYPICAL) j,B.O.WIN.HDR. Q z BOARD OF THE EXISTING GREAT ROOM. PROVIDE &INSTALL NEW 30 YR ASPHALT ❑ O3 ROOFING SHINGLES, OVER DECKARMOR B.O.WIN.HDR. GAF VAPOR BARRIER OR APPROVED EQUAL, PLATE 7 W3 W3 W3 W3 O2 THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL --_-__--__ __.__ __.____.__.._____--_- ___ B.O.WIN.HDR. REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS +6'-10 1/2' AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE PROVIDE AND INSTALL NEW ATTIC VENT. B.o.WIN,HDR. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND 04 TYPE,COLOR AND STYLE TO BE SELECTED _ _ F(-�Hl MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED BY OWNER. (TYPICAL lHlwyJ O 1 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OTHE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF 05 HARDIE- W2 AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, PROVIDE AND INSTALL NEW 1 X FASCIA BOARD OVER SUB FASCIA. PROCEDURES, DEVIATIONS,TECHNIQUES,SEQUENCES OR OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR W5 W5 PROVIDE AND INSTALL NEW ALUMINUM OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY Ob W4 W4 OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR DRIP EDGE OVER FASCIA. t.o.ENTRY FLR THE FAILURE OF THEM TO CARRY OUT THE WORK IN 0'-0" 01 1 01 O 1 T.O.1 ST FLOOR ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE PROVIDE AND INSTALL NEW 4"K-SERIES -0'-1 u2" DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. Q] GUTTER OVER 1 X-HARDIE FASCIA BOARD GRADE I T-----J 1 I GRAVA DE OVER SUB FASCIA, (TYPICAL) VARIES I I I I I I �---- I I----- ---------- ----� F- B.O.FOOTING I I -_--J------ - ------- ---- -- _ 5_0" I B.O.FOOTING C 4'-9 112" d I I OIL T.O.BASEMENT SLAB I I I C� 6-101/2" L.---.---. - _.__ ------ -----------------.___.__ 1 .._._.---.__.__ - -------_..--- - ._.----------------_-- 1 T.O.BASEMENT SLAB z f- F -1 �B.O.F29TING L------------------------------------L----------------------------------------- 6'-101/2" Q 0 B'-3 1/2" B.O.FOOTING cn 8'.3 1/2" - z co PROPOSED WEST ELEVATION - 01 "' o U- � � o ---- -- --- ---------- - - SCALE: 1/4"= 1'-0° p 0 � w 0 N C) O z aaaaaa 1/2"GYPSUM BOARD FINISH. T.O.RIDGE TAPE, SPACKLE,AND PAINT PROPOSED 2"x4"WOOD STUD r.o:RIDGES- 03 + 13'-4" r-IC"I (COLOR SELECTED BY OWNER) FRAMING @ 16"O.C. (TYP.) 07 T.O.mP!If E --, ---------- -------- -- ._ ---------- - ._,�------- T.O:DORMER 06 `.` O3 06 r-IN r-IN 05 ..»» 03 d" (y) T.o.ROOF 05 . Q z I .»...««»»««».. r I N 'ROCKWOOL'R-15: 3 Y2" 1/2"GYPSUM BOARD FINISH, B.O.WIN.HDR. O1 04 —+8'9 u2 0 F— WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT 0` B.O.WIN.HDR. co EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 02 +7-10 1/2" 0 zL1/ w O WIN.HDR. /1/ O LIJ � ( , r T.O.TOP PLATE +6'-10 1/2" L•:•• vz _IVB.O+WIN.HDR.---- 01 - -.-..._. - W ~ < Q W `Y� EXIST. WINDOWS TO REMAIN m � z z PARTITION TYPE - A � o C 0 r�lO Q Ll L] Ll L IJ I— wQ � SCALE: 1 1/2" = 1'-0" w C) W W r 2 w1 w1 O Q H UJ Y w L T.O.I ST FLOOR 0 L1/ z I- = Lo Q T.O.ENTRY FLR 0'-11/2" Q �- CO W -------J GRADE GRADE I-____ _ J L_ - ___ -J I ( VARIES Vqv ARIES I I PROJECT No.: I I I 1/2"GYPSUM BOARD FINISH. _ TAPE, SPACKLE,AND PAINT PROPOSED 2"x4"WOOD STUD I 1 23-135 r-IN (COLOR SELECTED BY OWNER) FRAMWG@16"O,C. (TYP,) i �I_�______________________________._-r..._I, B.O.FOOTING -5'-0" 1 --------------------------------L_J .O.FOOTING PROJECT DATE: 4'-9 112" %* �T.0 BASEMENTSIAB - 6 ,0 2 DECEMBER 2023 d. 6'- 0 1/2" L----------- F -1 T.O.BASEMENT SLAB Z_ _,:_-Z.-, 4_ /_,_.:._ . _ t. r --- -(- SCALE B.O.FOOTING --------------- L-J B.O.FOOTING"�- - -- — 8' 1/ - ' - 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN 6-3 1/2" - -32 SIN rIN BOARD WALL FINISH, ACRYLIC ADHESIVE PROPOSED SOUTH ELEVATION - 2 AS NOTED ," (SELECTED BY OWNER), O O ROCKWOOL R-15: 3 2 DRAWN BY: WOOL BATT INSULATIONBATHROOM SIDE SCALE: 1/4"= V-0" J.LEE EACH BAY(TYP.) PARTITION TYPE - B CHECKED BY: SCALE: 1 1/2" = P-0" SEAL: �a pAAA_. NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR O N A, �, NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR EXISTING EXTERIOR WALL PROPOSED 2'x4 WOOD STUD �C� 5 . l�� NYS ENERGY CONSERVATION CODE(TYP,) NYS ENERGY CONSERVATION CODE (TYP.) EXISTING EXTERIOR WALL PROPOSED 2 x4 WOOD STUD - _ — CONSTRUCTION TO REMAIN FRAMING @ 16 O.C. (TYP.) 5/8 TONGUE &G'ROOVE EXTERIOR NEW 1 RIGID INSULATION 5/8' TONGUE &GROOVE EXTERIOR NEW 1 RIGID INSULATION CONSTRUCTION TO REMAIN FRAMING @ 16 O.C. (TYP.) GRADE PLYWOOD SHEATHING AND VINYL SIDING, _ = GRADE PLYWOOD SHEATHING AND VINYL SIDING, — - L0100 '-I N L01 o0 r-I N (T 0409 - _ -- �--- -- _ -------- -- ----- --... - - ----------- - - ----------- --- -_ --- - ------ c� IN _-•__.•-.- - _T-TTT' - m .7,Y. _ - �.,.T..7...... ._ .__f_)'- _ _ _ ..,T_-_ _ _ 'ROCKWOOL'R-15: 3 X" PROPOSED 2"x4"WOOD STUD = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN ACRYLIC I -- � — - -- - _ = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN DRAWING NO.: OF 14 SIN WOOL BATT INSULATION FRAMING @ 16"O.C, (TYP,) _1N rIN BOARD WALL FINISH, ADHESIVE (SELECTED BY OWNER). r1N 'ROCKWOOL'R-15: 3Y2' 1/2"GYPSUM BOARD FINISH. r-IN r--IN BOARD WALL FINISH, ACRYLIC ADHESIVE EACH BAY(TYP.) WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT I 1 1 (SELECTED BY OWNER). A3 , 01 05 'ROCKWOOL'R-23: 5 Y" PROPOSED 2'"x4"WOOD STUD EACH BAY(TYP.j (COLOR SELECTED BY OWNER) ROCKWOOL R-15: 3/2 1/2"GYPSUM BOARD WALL FINISH. INTERIOR WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP.) WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT EACH BAY(TYP.) (COLOR SELECTED BY OWNER). BATHROOM INTERIOR EACH BAY(TYP.) BATHROOM SIDE DRAWING TITLE: PARTITION TYPE - C PARTITION TYPE - D PARTITION TYPE - E PARTITION TYPE - F PROPOSED SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" ELEVATIONS AND WALL PARTITIONS U o E O W U O CONSTRUCTION NOTE; ELEVATION NOTES: T.O.RIDGE �-'' H = o --, NOTE DESCRIPTION +- ls'-a" � ~ C.� �` T.O.ID RIDGE� ry W W 0 r IT IS THE INTENT OF THIS DESIGN TO HAVE 01 PROVIDE &INSTALL NEW VINYL SIDING TO +°2 93a" --- 05 05 » p = U .cc THE PROPOSED MASTER BEDROOM FINISH MATCH EXISTING IN COLOR, STYLE &SIZE. Z J Q 0 v PROVIDE AND INSTALL NEW 4"VINYL TRIM 06 03 03 Ob Q U r �- FLOOR AND FASCIA BOARD TO MATCH 02 AT CORNERS, TYPE, COLOR AND STYLE TO T.O.TOP PLATE 07 07 —� Q z E Z U THE EXISTING FINISH FLOOR AND FASCIA BE MATCH EXISTING. (TYPICAL) +B'-91/2" - BOARD OF THE EXISTING GREAT ROOM, PROVIDE &INSTALL NEW 30 YR ASPHALT B0.1 HDR. +T-101 1/2" Q3 ROOFING SHINGLES, OVER DECKARMOR g,0.WIN.HDR - 02 GAF VAPOR BARRIER OR APPROVED EQUAL. +6'-1 o t/2° THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS PROVIDE AND INSTALL NEW ATTIC VENT. AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND 04 TYPE, COLOR AND STYLE TO BE SELECTED 01 MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED BY OWNER. (TYPICAL WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF PROVIDE AND INSTALL NEW 1 X-HARD►E AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 05 METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR FASCIA BOARD OVER SUB FASCIA. PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR W1 W1 PROVIDE AND INSTALL NEW ALUMINUM OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY 06 OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR DRIP EDGE OVER FASCIA. M TO CARRY OUT THE WORK IN T.o,1 /FLooR GRADE ACCORDANCE THE RWIH THE E OF ECONTRACT DOCUMENTS A WAYS USE -o'-t u2" VARIES DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. PROVIDE AND INSTALL NEW 4"K-SERIES GRADE _� I Q] GUTTER OVER 1X-HARDIE FASCIA BOARD VARIEs I I OVER SUB FASCIA. (TYPICAL) I I I I I I I I -I ----------------------------------�-1 ----------------------------- �B.O.FOOTING D-----------------------------L------------------------------------J -a'-9 t/2" B.O.FOOTING 5'-0" LLJ IZ $T,O.BASEMENT SLAB TO,BASEMENT SLAB� 6'-10 1/2" 6'-10 1/2" z B.O.FOO8 .3TINGuu g.0.FOOTING cl 0 8_3 w p 0f PROPOSED EAST ELEVATION - 03 C o SCALE: 1/4"= 1'-0" t� w 0 N cn CV w r- O z aaaaaa 1/2"GYPSUM BOARD FINISH. T.O.RIDGE TAPE, SPACKLE,AND PAINT PROPOSED 2"x4"WOOD STUD r.o:R1DGE` 03 J+13'-a SIN (COLOR SELECTED BY OWNER) FRAMING @ 16"O.C, (TYP,) z T.O.RIDGE A -- DORMER 06 + 12'9 3/a" ---- --.-----•------------ ------------------------ - ------ - --..-.-.. --------- -- _... ---•-------• 06 r1N r—IN •» . »» 07 03 05 co T.O.ROOF z r ROCKWOOL'R-15: 3%2' 1/2"GYPSUM BOARD FINISH, B.O.WIN.HDR. ---- - ----- --- --........ --- - -- - -- -- ---- --- 01 _ /2'Y I N --- - - ------------------- T.O.TOP PLATE WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT •»...»»�� WI B.O. N.HDR.� O < EACH BAY(TYP.) --- (COLOR SELECTED BY OWNER) 02 +7 -10 t/2" 0 Z W O [---� B. .OWl.11 DR T.OPPLATE �s/ O ~ U jVB.O:WIN,HDR. _- 1 , W �— Q W z m 0 w z z PARTITION TYPE A � o Of � 0 �— W Q O SCALE: 1 1/2" = 1'-0" w C) W W Lu - - 0 Q 1"— w Ln c' T 0 U" _ T.O.1STFLOOR LV ` ) Q L0 W 11/2" � v JRADEGRADE A__�ARIES VARIES -- i PROJECT No.: 1/2"GYPSUM BOARD FINISH. I I r L----------1 I 23-135 TAPE,SPACKLE,AND PAINT PROPOSED 2"x4"WOOD STUD �—I N (COLOR SELECTED BY OWNER) FRAMING @ 16"O.C. (TYP,) B.O.FOOTING L___________I I B.O.FOOTING � a'-9 1/2" PROJECT DATE: r—I N rIN $T.O.BASEMENT SLAB T.O.BASEMENT SLAB - I � DECEMBER 2023 V- 6'-10 1/2" l -----1 -6'-10 1/2" r ------------------------------------- _.. _ .. .. B.O.FOOTING` L---------------------- _ B.O.FOOTING 1/2" ------------------------I _.-._.. B.O.F00�12""� SCALE: AS NOTED r"IN = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN rIN BOARD WALL'FINR-1 H, t 11 EECED BYOWNER). PROPOSED NORTH ELEVATION - 04 ROCKWOOL R-15: 3/2 DRAWN BY: WOOL BATT INSULATION BATHROOM SIDE SCALE: 1/4"= 1'-0" ,1,L E E EACH BAY(TYP.) PARTITION TYPE - B CHECKED BY: SCALE: 1 1/2" = P-0" SEAL: G\5-�ERED,��4 PSON 4. NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD t.-. NYS ENERGY CONSERVATION CODE (TYP.) NYS ENERGY CONSERVATION CODE (TYP.) EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD CONSTRUCTION TO REMAIN FRAMING @ 16"O.C. (TYP.) CONSTRUCTION TO REMAIN FRAMING @ 16"O.C. (TYP,) 5/8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION 5/8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION — -----_ — -- -........... .... .. --.-._._._.._-......._....._.........._.--____ _.___.____.._......_.._ ........ ... .- _____ --___-_-_-_....... __ __ N _ rIN GRADE PLYWOOD SHEATHING AND VINYL SIDING. -_ r�N GRADE PLYWOOD SHEATHING AND VINYL SIDING, L0100 L01� - - r-1� ��� 040959LO LO LIDIN -- - -- - �_ - - -- - - - -- - --- --- --t - --- -- —- `- -..._ --.................._... `r` c'7 p PROPOSED 2"x4"WOOD STUD ___ --�_ __ ............. =u= _ - DRAWING NO,: OF 14 ROCKWOOL R-15: 3 Yz = = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN ACRYLIC = = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN rIN WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP,) rIN r IN BOARD WALL FINISH. ADHESIVE(SELECTED BY OWNER). _ WOOL BAIT INSULATION 5:ION 1/2"GYPSUM BOARD FINISH, —IN r—IN BOARD WALL FINISH. ACRYLIC ADHESIVE EACH BAY(TYP-) r"'IN WOOL BAIT INSULATION TAPE,SPACKLE,AND PAINT'ROCKWOOL' R-23: 5 (SELECTED BY OWNER). A3 , 02 06 �" PROPOSED 2"x4"WOOD STUD EACH 8AY COLOR SELECTED BY OWNER) 'ROCKWOOL'R-15: 3 YZ' 1/2"GYPSUM BOARD WALL FINISH, INTERIOR WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP.) �') WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT(COLOR SELECTED BY OWNERI, EACH BAY(TYP.) BATHROOM INTERIOR EACH BAY(TYP.) BATHROOM SIDE DRAWING TITLE: PARTITION TYPE - C PARTITION TYPE - D PARTITION TYPE - E PARTITION TYPE - F PROPOSED SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" ELEVATIONS AND WALL PARTITIONS 300#ASPHALT ROOF INSULATION BAFFEL AT EAVE. ATTIC RIDGE VENT SHINGLES OVER 30 LB. ROOF 1"AIR SPACE BELOW ROOF FELT WITH A MINIMUM 6" DECK(TYPICAL EACH BAY) — HOLD ROOF DECK OVERLAF AND STAGGERED SHORT OF RIDGE 1" 300#ASPHALT ROOF PROPOSED CLOSED-CELL SHINGLES OVER 30 LB. ROOF O PREFABRICATED SPRAY FOAM INSULATION TO FELT WITH A MINIMUM 6-1O1 TRUSSES @ 24"O.C. STRUCTURAL RIDGE W U MEET R-38.5 INSULATION OVERLAP AND STAGGERED � 2 A4.01 T.O.RIDGE r.?.RIDGE 12 PROVIDE SIMPSON STRONG 4 _�- - 00 liq TIE H2.5A HURRICANE HOLD ��s' T.O.DORMER -� 1 PROPOSED CLOSED-CELL +.o.9DG E LU 04 +- DOWN CLIPS. FASTENED \ •»•"»» 02 SPRAY FOAM INSULAnON Z:) Imo. O - DIRECTLY TO EACH RAFTER �� A4,01 TO MEET R-38.5 INSULATIONW t- (� � i Lu w0 % P- `�� .» »»» "ZIP ROOF DECK SYSTEM J T.O..ROOF -'— �f, �... � = Y c WITH TAPED SEAMS. _._..... ...._............ -.___.__..._.____ _ _._. -- .. -- \�r�// __ - — T.O.TOP PLATE = Cn Lti' � 3Ya" �Ya"MIDGE BEAM B.O.WIN.HDR. ----�-- -- -- - -- PROVIDE ALUM DRIP .»"._»._»... +s'-9 u2° Q O U ON 4Xb ROSf�lVITH ---f_-f U w POURED C C�tETE PIER EDGE OVER FASCIA - R-49 BATT FAUX TRUSS TO B.O.WIN.HDR. < _ Y2 GYP, BD OVERL +r-1 o uz" 2X6 CLG JOISTS FOUR FAUX TRU S 4"K-SERIES GUTTER OVER R-49 BATT INSULATION INSULATION = MIMIC FINK TRUSS �B,o.wIN.HDR. < w Q� @ 16"O.C. EQUALLY SPACED 1 X-HARDIE FASCIA BOARD 3 T.O.TOP PLATE �- O +6'-10 1/a" W z OVER SUB FASCIA. �4 10 L = -- 4X6 POST ON P.C. Y2 GYP. BOARD CEILING Y"GYP, BD OVER 2X4 PROVIDE CONTINUOUSLY a.o«WIN.HDR. PIER BEYOND STUDS.TAPE SPACKLE & r Y2'GYP. BD OVER 2X4 STUDS, VENTED SOFFIT WITH 1 X3 TAPE SPACKLE &PAINT z BEDROOM#3 PAINT. COLOR SELECSE CLOSET w � ® THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL NAILERS AS REQUIRED U REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS BY OWNER HEADER, REFER TO AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE STRUCTURAL PLANS 03 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED ap 4.01 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Ll NEW WINDOW, REFER TO WINDOW SCHEDULE T.O.ADDITION FLOOR / THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF T.O.ENTRY FLR j EL:-1 1/2" l AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, T,O. 1ST FLOOR METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR �GR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS SECTION DETAIL SECTION DETAIL _ I — — - IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY GRADE "1 8X8 P.C. PIER/ 16X16X10 I I 1 I., I OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR vaRlEs I FOOTING. SET TOP FLUSH O u THE FAILURE OF THEM TO CARRY OUT THE WORK IN SCALE' 3/4" = l'-0" SCALE; 3/4" = 1'-O" I I I I I I 1 •1.1 I = ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE );I WITH TOP OF FDN WALL J7 I I 1 1 I m 7 DIMENSIONS AS SHOWN,DRAWINGS ARE NOT TO BE SCALED. I I I -------------- F— -------------I I (7 I B.O.FOOTING I I I 1 --------------L-1-------------1 - O _ B.O.FOOTING 4-9 1/2 f1 2X4 PRESSURE TREATED WOOD SILL 300#ASPHALT ROOF [lll PLATE OVER TERMITE SHIELD AND SHINGLES OVER 30 LB. ROOF T.O.BASEMENT SLAB I I I __I T.O.BASEMENT SLAB I- 1/2"ZIPROOF c'-l01/2' 1-------------- - ----------------------------------- I I 6-10lla" � SEAL SEALER, SECURE PLATE WITH FELT WITH A MINIMUM b ------ DECK SYSTEM r T I----1 � LO + Y2'DIA.ANCHOR BOLT SET 7"MIN. OVERLAP AND STAGGERED B.O.FOOTING L____ ____ ____ ___1______-_______-_______ _-- __ ___ - _- _- __-�_� B.O.FOOTING INTO CONCRETE, PROVIDE3"X3" W/TAPED SEAMS. PROVIDE ALUM DRIP -B'-3 1/2" -8'-3 u2• `'� 3-GUAGE STEEL SLOTTED WASHERS EDGE OVER FASCIA Z I AT EACH BOLT. (TYP., PROPOSED SECTION A - A o cl I • 4 I- - - - - PROVIDE 1/2"PREFORMED JOINT @ 1 6 O.C.OUTLOOKS w FILLER AT PERIMETER OF SLAB @ w SCALE: 1/4"= 1'-0" � z 0 m� 1 1X-FASCIA BOARD R-38.5 CLOSED-CELL FOUNDATION DAMPROOFING OVER SUB FASCIA. 3�4 10" 0 FROM GRADE DOWN TO SPRAY FOAM INSULATION. ERLL CLI I I I BOTTOM OF FOOTING. PROVIDE CONTINUOUSLY 0 U w 1 o VENTED SOFFIT. PROVIDE PREFABRICATED W PROPOSED 4,000 PSI POURED p cf) ``' I • I i `"' 1 X3 NAILERS AS REQUIRED. TRUSSES @ 24"O.C. CONCRETE FOUNDATION WALL W/ I � � VERTICAL#5 BARS @ 36"O.C. LINE OF ROOF I I 1 (TYP.)AND CONTINUOUS#4 BARS RAKE BEYOND N IAT TOP AND MID POINT(TYP.) T.O.RIDGE O NEW VINYL SIDING TO h �i3O.RIDGE Q � 4" , 18"I i 4" CONTINUOUS 4"PERFORATED MATCH EXISTING IN ' "'"'" T.O.RIDGE O _ FOUNDATION DRAINAGE PIPE, STYLE, SIZE AND COLOR, r.o.ooRMER �Y`� ,� +12'-9 3/a• COVERED IN 16"MIN. OF NATURAL z00 aaaaaa �v • J �, I DRAINAGE STONE AND WRAPPED " HEADER. REFER TO IN FILTER FABRIC AS PER IRC. STRUCTURAL PLANS T.O.ROOF PROPOSED 4,000 PSI POURED ' 1'-4° CONCRETE FOOTING WITH NEW WINDOW. SEE B,o.WIN.HDR. I WINDOW SCHEDULE T.O.TOP PLATE (2)#5 BARS IN FOOTING(TYP.) • »"•"» i +s'-9 1/2" B.O.WIN.HDR. T.Q.TOP PLATE I B.O._' OHD2. `h SECTION DETAIL SECTION DETAIL T2-mpPLATE vzJ KITCHEN B.o«ww.HDR. ENOTRY LNIN_G_�0.ROOM � 04 111 5 GREAT ROOM 01 ---- A4,01 I 0 Q cy) Lu ----- 1 T.O.MAIN FLR ( O U r —--- - -_ EL:+7 1/2" I T.O.GREAT ROOM FLR Q 0 �� w I EL-1 1!2" F� Z T.O.ENTRY FLR T,O.ISTFLOOR W Q L.LI EXISTING WALL a o° -� — -------t---- NEW WINDOW. REFER TO REMAIN -- GRADE 1� W a'-33 " TO WINDOW SCHEDULE GRADE vARIEs _ s'o 0 C �4 LL VARIES i h-- W < O C� U) Q �IL1/ W I \ ENTRY OPEN ---------------- 3 SEAT CUSHION C I � — LU �- -- - ; ,r o TO BELOW I Q H— w cn 3J4"PLYWOOD B.O.FOOTING 5'-0" i B.O.FOOTING - 10 2X4 BLOCKING WITH j ua" �v cc `Z � G C!) ¢ F— r+7 w 1 d2"PLYWOOD & 1/4" T.O.BASEMENT SLAB _________ --------- ---- -- -- ---...--------_,-__-- --------.__.._..---.---._---- .--- - . _ T.O.BASEMENT SLAB I FINISHED PLYWOOD e-lo u2" PROJECT No.:- _ -6'-1 o u2' N - BASE MOULDING AS B.o.FoonNG -Al I SELECTED BY OWNER s'-31/2° B.O.FOO,N2 2 -3 135 EXISTING FLOORING N TO REMAIN W3 W3 W3 W3 PROPOSED SECTION B - B PROJECT DATE: 1Y2 - 1"9y2 1Y2t- Y4" SCALE: 1/4"= P-O" DECEMBER 2023 1 1-LV II 21-011 21-011 21-0 1 1 1 1-LU 11 lol SCALE: SECTION DETAIL DORMER PROPOSED PLAN AS NOTED ALE: / " _ '- ' DRAWN BY: J,LEE CHECKED BY: SEAL: sglP Q - /1 0�0959 OFNEW`IO DRAWING NO.: OF 14 A4 , 01 07 DRAWING TITLE: PROPOSED SECTIONS AND SECTIONS DETAILS U o O W v O INTERIOR AND EXTERIOR DOOR SCHEDULE T,O.RIDGE A4.01 w LN i 1 a'-4" DOOR DOOR SIZE ROUGH OPENING W W F— ~ T.O.RIDGE �`- W r— NUMBER (W x H ) (W x H ) FUNCTION MATERIAL FINISH MANUFACTURER MODEL/SERIES COMMENTS + I—P 3!4" Ly F— � O Y C SELECTED SELECTED ANDERSEN DOORS SELECTED Q O U 1 OOA (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER i _ T.O.TOP PLATE L.�^ w SELECTED SELECTED ANDERSEN DOORS SELECTED +B'-9U2" — -- ___�___.. _.._--_ -- z 1 OOB (2) 2'-0 x b'-8" (REFER TO NOTE 1) HINGE --- I i --- � Q � � Z BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER B.O.WIN.HDR. Ja'-aT" a'a1 a'- T 3'•3� a'-a" SELECTED SELECTED ANDERSEN DOORS SELECTED ___ B.O.WIN.11, 105A (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER +e'-10�f2' Ll THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS 106A (2) 2'-0 x 6-8" (REFER TO NOTE 1) HINGE SELECTED SELECTED ANDERSEN DOORS SELECTED ___ i GREAT AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER BEDROOM#3 ROOM -- ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED 200 I 111 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SELECTED SELECTED ANDERSEN DOORS SELECTED 200 (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE --- j THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER i AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, I METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR SELECTED SELECTED ANDERSEN DOORS SELECTED j PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS 201 (2) 2'-0 x 6'-8" (REFER TO NCTE 1) HINGE - j IN CONNECTIONS WITH THE WORK FOR THE ACTS OR BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER T.O.7 ST FLOORI _..-.__.... ..._ OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR 0'-1 1/2" ---- THE FAILURE OF THEM TO CARRY OUT THE WORK IN SELECTED SELECTED ANDERSEN DOORS SELECTED ---- - - -- "-""—""-- ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE 202 (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE --- GrzADE DIMENSIONS AS SHOWN DRAWINGS ARE NOT TO BE SCALED BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER VARIES I' I 203 SELECTED SELECTED ANDERSEN DOORS SELECTED ___(2) 2'-0 x b'-8" (REFER TO NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER { I —� --------------------------� B.O.FOOTING L" NOTES: -------------------------- -------- -- 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH DOOR MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION. 4'-9 v2° 2, CONTRACTOR SHALL CONFIRM DOOR TYPE,AND FINISH WITH OWNER PRIOR TO INSTALLATION. w T. .BASENT SLAB ci- 3. CONTRACTOR SHALL CONFIRM ALL DOOR HARDWARE SETS TYPE, STYLE,AND FINISH WITH OWNER PRIOR TO INSTALLATION. b'O 10 1142 —.-.--.- --.---—.— B.O.FOOTING z w cn O Z cn PROPOSED SECTION C - C � o 0 SCALE: 1/4"= 1'-9' U Dw uJ cn w O < 0 cn cn N w r-- CD I le 0 O 3i-18 1 if z0 aaaa�a 2i_1i WINDOW SCHEDULE .� 2�� 8 WINDOW WINDOW SIZE FUNCTION MATERIAL FINISH MANUFACTURER MODEL/SERIES U-FACTOR SHGC COMMENTS NUMBER (W x H) 1104 VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW WDH3056C EGRESS WINDOW 3-1 1 i� - 1— ' Wl 3 1 /a x 5 8 /$ DOUBLE HUNG WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES U -0.29 0.31 PROVIDE EGRESS HARDWARE 1'-2 SILL 4 O - —----- �� -- - HEIGHT ---- � Z F— VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW OC14 - CT W2 1'-2"x 1'-2 PICTURE U -0.29 0.31 CUSTOM WINDOW N 00 0 Q WOOD INTERIOR INTERIOR; (WHITE) (OR APPROVED EQUAL) 400 SERIES , z w VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW 1616 _._-..-- SILL Ly 0 � U W3 1'-5%2'x 1'-5J/2" PICTURE WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 100 SERIES U -0,29 0.31 --- HEIGHT '' rat Q F"- _...1 w > W < p w z W4 3'-11 Y4"x 3'-5%4" GLIDING VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW G436 U -0.29 0.31 --- �; co m cn z Z WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES SILL - SILL 0 � ILu C � z OW5 2'-1 5/"x 4'-8%" DOUBLE HUNG VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW WDH2O46C U -0.29 0,31 --- HEIGHT SILL HEIGHT E- L,1,J Q O G j a a WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES = co HEIGHT = uuj C j Ujr—IcN w cc NOTES: 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION. N ^ N O G Cc z Q � � W 2. ALL NEW WINDOW STYLE SHALL BE 'ANDERSEN 200 SERIES'-UNLESS OTHERWISE NOTED. r CL _ 3. CONTRACTOR SHALL CONFIRM WINDOW TYPE,AND FINISH WITH OWNER PRIOR TO INSTALLATION, 4, PROVIDE RESCUE WINDOWS WITH A MINIMUM CLEAR OPENING OF 5.7 S.F. AS PER SECTION R310 OF THE 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE. CONTRACTOR SHALL PROVIDE APPROPRIATE PROJECT No,: PIVOT HARDWARE (AS REQUIRED)FOR SPECIFIC SIZE, (REFER TO SCHEDULE FOR PROPOSED EGRESS WINDOWS � wi W2 W3 W4 W5 23-135 5. ALL WINDOWS SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE, 6. ALL WINDOW GLAZING SHALL BE LOW E4 WITH SIMULATED DIVIDED LIGHTS AS SHOWN ON ELEVATIONS. PROJECT DATE: WINDDW ELEVATIONS DECEMBER 2023 SCALE: 1/2" = 1'-0" SCALE: AS NOTED DRAWN BY: J,LEE CHECKED BY: SEAL: iEREp Iq A c!N 0959 �- OFNE 0 DRAWING NO,: OF 14 A4 , 0 2 08 DRAWING TITLE: PROP, SECTION WINDOW AND DOOR SCHEDULES U r o TABLE N1102.4. 1 . 1 (402.4. 1 . 1 ) ZD o DASHED LINE DEPICTS PROPOSED CLOSED CELL O AIR BARRIER AND INSULATION INSTALLATION PERIMETER OF THERMAL SPRAY FOAM INSULATION O1 AND AIR BARRIER i •� TO MEET R-38.5 INSULATION 0 � W r-- O COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA _ A5.o1 Lv L1J w O @ A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN ---- J ' \'�\v�% _ c rw -c GENERAL THE BUILDING ENVELOPE.THE EXTERIOR THERMAL AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL, REQUIREMENTS ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER, - Q U = a- O _C) BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED. - _ J / INSULATION I w Q U �j. THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT I I q:zt Lu z > SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING AND OR SOFFIT SHALL BE CEILING/ATTIC GAPS IN THE AIR BARRIER SEALED. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO ALIGNED WITH THE AIR BARRIER, NEW VINYL SIDI G OVER 1"R3 ZIP SHEATHING WITH LIQUID APPLIED I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE Sc SHALL UNCONDITIONED ATTIC SPACES SHALL BE SEALED. I FLASHING AT ALL SEAMS. INSTALL OVER ( I REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE 2X4 STUDS @ 16"O.C.WITH R-15 3,5" ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE I MINERAL WOOL INSULATION AT ALL I MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A � - -� WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, WALLS THERMAL RESISTANCE OF R-3 PER INCH MIN. EXTERIOR THERMAL ENVELOPE I BAYS,AIR SEAL ALL STUDS&SILL PLATES. AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED, THE ARCHITECT SHAH NOT HAVE CONTROL OR CHARGE OF INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL I I AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, KNEE WALLS SHALL BE SEALED. CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER, I I I I METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS THE SPACE BETWEEN WINpOW JAMBS, POOR JAMBS I IN CONNECTIONS WITH THE WORK FOR THE ACTS OR ��...._ ___.__..__ —_ _ _ _ ._._.._..._._ _ _..._j_ OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY SKYLIGHTS, AND FRAMING,AND THE SPACE BETWEEN SKYLIGHTS 7 { •. � — — — — — — — — � — — — — — — — — � � — — — — — OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR WINDOWS&DOORS AND FRAMING SHALL BE SEALED I 1 I� THE FAILURE OF THEM TO CARRY OUT THE WORK IN I `'{1 02 I I I I ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER, RIM JOISTS SHALL BE INSULATED I I )ql A5,01 I I I I• DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED, -I I -------------- - --------------- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN I I `.I " FLOORS(INCLUDING PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN I I L_J CANTILEVERED FLOORS) EDGE OF INSULATION. CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION 1 I I _ I 2 INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING,AND EXTENDS FROM r --------------T ______________ ____..______________..._ __________I I THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS, t--' Lu L----------------I-------------------------------------------L-� a EXPOSED EARTH IN UNVENTILATED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE z CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS 1 VAPOR RETARDER �] WITH OVERLAPPING JOINTS TAPED, PERMANENTLY ATTACHED TO CRAWL SPACE WALLS. PROPOSED NORTH ELEVATION - 02 LLJ BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES z m NARROW CAVITIES --- SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY SCALE: 1/4"= 1'-0" W 0O n L- CONFORMS TO THE AVAILABLE CAVITY SPACE. Q uj � w AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE SEPARATION --- 0 GARAGE AND CONDITIONED SPACES. u') RECESSED LIGHT FIXTURES INSTALLED IN THE THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE 04 RECESSED LIGHTING N ENVELOPE SHALL BE SEALED TO THE DRYWALL, SHALL BE AIR TIGHT AND IC RATED. w AIR SEALING NOTES: Q PLUMBING BATT INSULATION SHALL BE CUT TO FIT AROUND WIRING AND PLUMBING IN p AND WIRING --- EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION CONFORMS TO THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION & CONTRACTION. AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL. z SHOWER/TUB THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ON EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. 1) ALL JOINTS, SEAMS AND PENETRATIONS. 9) COMMON WALLS BETWEEN DWELLING UNITS. 15) SILL PLATES AND HEADERS. FOAM PLASTIC (SPRAY FOAM INSULATION)SHALL BE 1 THEM FROM THE SHOWERS AND TUBS. 2) SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS, 10) ATTIC ACCESS OPENINGS PERMITTED TO BE SPRAY APPLIED TO SILL PLATE, HEADER,AND RIM JOISTS ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND 3) OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE 11) RIM JOISTS JUNCTIONS. WITHOUT THE THERMAL BARRIER AS SPECIFIED IN NYSRBC SECTION 316.5.11 PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR --- JAMBS AND FRAMING, SUBJECT TO THE FOLLOWING: EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED, 12) OTHER SOURCES OF INFILTRATION.4) UTILITY PENETRATIONS A. THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 3Ta" (n 13) IT IS THE CONTRACTORS RESPONSIBILITY TO ACHIEVE THE REQUIRED AIR LEAKAGE B. THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 z HVAC HVAC REGISTER BOOTS THAT PENETRATE BUILDING 5) DROPPED CEILINGS OR CHASES ADJACENT TO THERMAL ENVELOPE. RATE (3 AIR CHANGES PER HR)AND BE IN COMPLIANCE WITH ALL THE TO 2.0 POUNDS PER CUBIC FOOT. Q O REGISTER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE --- 6) KNEE WALLS MANDATORY SPECS AS PER SECTION N1102.4 (R402,4)OF THE NYSRBC. C. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR SUBFLOOR OR DRYWALL. 7) WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACES. 14 SEE TABLE N1102.4.1.1 (402,4.1.1)AIR BARRIER AND INSULATION INSTALLATION LESS AND AN COMPLEMENTARY SMOKE DEVELOPED INDEX OF 450 75 z 01 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL O Q 8) BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS, FOR MORE INFORMATION, 723 Qzr*.,,o W rv0U z �. 0 F=. Q uj oWz NOTE:WE RECOMMEND THE USE OF z ` m � w z ELECTRICAL WIRE AIR SEALED ELECTRICAL BOXES FOR - 1L/ rw _0 CONTINUOUS MINIMAL SWITCHES, OUTLETS, JUNCTIONS, ETC. W Q O c F- C CONTINUOUS Of cn w Q EXPANDING FOAM AT BEAD OF SEALANT TOP PLATE LLJ 1_W— W � 2 WINDOW PERIMETER CONTINUOUS BEAD OF O ~ w SEALANT AROUND CONTINUOUS C Z ¢ � LQ BEAD OF SEALANT PERIMETER OF WINDOW �- EXPANDING PROPOSED CLOSED-CELL �- WINDOW UNIT FOAM SEALANT SPRAY FOAM INSULATION WRAP TYVAK DRAINWRAP CONTINUOUS SEALANT AT - - BATH EXHAUST FAN AS AIR BARRIER AS PER AS AIR BARRIER MANUFACTURERS SPECS, CONTINUOUS MINIMAL WALL STUD INTERSECTION OF CEILING TO MEET R-38,5 INSULATION CEILING GYPSUM BOARD PROJECT No.: JOIST AND TOP PLATE CONTINUOUS BEAD CONTINUOUS BEAD OF EXPANDING FOAM AT CONTINUOUS SEALANT ADHESIVE BETWEEN JOIST OF SEALANT 23-135 SEALANT AROUND WINDOW PERIMETER AT INTERSECTION OF PLYWOOD AND RIM PERIMETER OF WINDOW CONTINUOUS BEAD TYVAK DRAINWRAP INSTALL OF SEALANT GYPSUM WALL BOARD CONTINUOUS JOISTS. AND TOP PLATE AIR BARRIER � PROJECT DATE: ENpRAFTERS - SEALANT AT DECEMBER 2023 AS AIR BARRIER AS PER GABLE END STUDS RAFTER UNDER PLYWD CORNER MANUFACTURERS SPECS. CONTINUOUS CONDITION BEFORE AIR SEALING Y2'GYP. BOARD CEILING 1/2"INSULATION BOARD CONTINUOUS SILL SEALER PLUMBING PIPE CONTINUOUS SEALANT TOP OF TOP PLATE SEALANT ALONG INTERSECTION AT INTERSECTION OF SILL PLATE 1/2"GYPSUM BOARD OVER SCALE: PLYWD. SHEATHING a 2X4 STUDS, TAPE, SPACKLE FOUNDATION WALL TOP PLATE _ PLYWOOD SHEATHING / TERMITE SHIELD CONTINUOUS BUILT-UP RIGID FOAM BOX INSULATED WALL &PAINT. COLOR BY OWNER AS NOTED AND TOP PLATE ZIP SYSTEM LIQUID AS AIR BARRIER EXPANDING CEILING JOIST SEALANT AROUND WITH ALL SEAMS TAPED FOUNDATION WALL APPLIED FLASHING HEADER. REFER TO GYPSUM CEILING PROVIDE CONTINUOUS SEAL /�//� CONCRETE SLAB FOAM SEALANT PERIMETER OF BOX OVER FAN HOUSING, jjAS AIR BARRIER AT PERIMETER OF STRUCTURAL PLANS DRAWN BY: / WALL STUD CONTINUOUS TWO PIECE RIGID FOAM CUT BETWEEN SILL PLATE AND TERMITE SEALANT AROUND SNUG TO EXHAUST DUCT. WINDOW OPENING. CONTINUOUS MIN, FOAM AT SHIELD AND SHIELD AND FOUNDA ION WALL ETWEEN TERMITE DUCT PENETRATION -- TAPE SEAM BETWEEN PIECES NEW WINDOW. SEE WINDOW PERIMETER.CAULK J.LE E WINDOW SCHEDULE ENTIRE PERIMETER BOTH SIDES, CHECKED BY: AIR SEALING AT EXTERIOR WALL AIR SEALING PENETRATIONS THRU WALL PLATES ATTIC GABLE END AIR SEALING PERIMETER FOUNDATION WALL CONDITION AFTER AIR SEALING AIR SEALING DETAIL --- NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 01 SCALE:3/4"= 1'-0" SEAL: �S�CEREpq G ON 1/2" RIGID INSULATION Q�i �PgtV q ~41 I �ATTIC VENTILATION BAFFLE � '.k GYPSUM WALL FULL WIDTH OF BAY TYVAK DRAINWRAP INSTALL DASHED LINE DENOTES ZIP BOARD AS AIR AS AIR BARRIER AS PER i' , '"° TOP PLATE BARRIER TYPICAL NOTCH CEILING JOIST ZIP SYSTEM LIQUID APPLIED TAPE AT ALL WINDOW SILLS N -i VENTED AIRSPACE MANUFACTURERS SPECS. DRYWALL � • FOR BAFFEL WIDTH � AND JAMBS, (IYP,) � � / FLASHING AT PERIMETER LEDGER BOARD CEILING JOISTS INTERIOR INSULATED WALL BEND DOWN ATTIC INSULATION PLYWD. SHEATHING � � OF WINDOW OPENING, INTERIOR 04, CONTINUOUS BEAD CONDITIONED SPACE GYP BOARD F 0959 OF SEALANT AROUND --- GYP BOARD BAFFEL TO PROVIDE / CONDITIONED SPACE O NEW ENTIRE PERIMETER OF AIR DAMMING CONTINUOUS BEAD OF SEALANT ' �I INSULATED WALL - F O CLOSURE BLOCK SOLID CL03URE CONTINUOUS UN-CONDITIONED SPACE PLYWD. SUBFLOOR EXTERIOR 1/2"GYPSUM BOARD OVER BLOCK AT EACH BAY BEAD OF SEALANT ` 2X4 STUDS.TAPE,SPACKLE BATT INSULATION FLOOR BAND JOISTS CONTINUOUS BEAD OF SEALANT / AIR BARRIER &PAINT, COLOR BY OWNER OPEN CAVITY \ IDEALLY,%8' 1"CONT, R3 ZIP SHEATHING DRAWING NO.: OF 14 GYP BOARD FULL HEIGHT STUDS I/2"PLYWOOD 1/2"RIGID INSULATION FLOOR JOIST BETWEEN SUBFLOOR / WITH LIQUID APPLIED CONTINUOUS BEAD CEILING JOIST INTERIOR 1/2"PLYWD. AND JOIST ��_� AND DRYWALL / FLASHING AT ALL SEAMS. OF SEALANT 5/8 TYPE X GYP BD __ A5101 07 ('� CONDITIONED SPACE ---___� GYPSUM WALLBOARD EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT ~- GYPSUM WALL AS AIR BARRIER TYPICAL TYVAK DRAINWRAP INSTALL a BOARD AS AIR AS AIR BARRIER AS PER PLYWOOD SUBFLOOR II II ° DRAWING TITLE: BARRIER TYPICAL MANUFACTURERS SPECS. INTERIOR GYPSUM WALLBOARD l� AS AIR BARRIER TYPICAL. ° DETAIL TO CONTROL AIR LEAKAGE PROPOSED THROUGH WALL CAVITY INTO ATTIC SPACE SEALING AT FLOOR BAND JOIST INTERFACE AIR SEALING AT SOFFIT INTERFACE AIR SEALING AT UPPER FLOOR BAND JOIST TYPICAL SEALENT APPLICATION 02 AIR SEALING DETAIL AIR SEALING NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SCALE: 3/4" = 1'0" NOTES & DETAILS CONTINUOUSLY SHEATHED , I' BRACED WALL LINE CL O uu U 117*101 O F—' Lu Cv Lu 0 rs-00uuW0 � � RETURN f w 0 P PANEL BRACED WALL PANEL AT r*100 W j END OF BRACED WALL LINE --� Q z END CONDITION 1 I I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL -J ' L ROOF REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND 6--411 I . CONTINUOUSLY SHEATHED MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED I BRACED WALL LINE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. , THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, BATH i METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR 201 ___ _ PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR I OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY I OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR i1 _ THE FAILURE OF THEM TO CARRY OUT THE WORK IN 21141 i i 211• • ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE HOLD DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED, DOWN i i211 2" } ' W.C. I EC#2 �- FAI 17'-1"CONTINUOUSLY SHEATHED BRACED WALL HOLD-DOWN LAV LAV ' SHOWER DEVICE BRACED WALL PANEL AT a 1 1ST FLOOR END OF BRACED WALL LINE z C.O. BWL 11A11 16 81 BWL 11B" END CONDITION 2 0 • C.O. 2 z c 4„ > HOLD 1 (2) 2X8 HDR (2) 2X8 HDR DOWN � a O CONTINUOUSLY SHEATHED � BWL 111 11 - -- --- - -—- - - BWL 111 11 - - p U o 411• 1 U BRACED WALL LINE w cn HOLD r w = w = i BEDROOM#3 DOWN co N u HOUSEco N 20 � 4 N 163 S.F. N TRAP N LLJ BASEMENT EXISTING EXTERIOR WALL I = _ Q TO REMAIN.PREP WALL TO r �I� J O o RECEIVE NEW 2X4 WALL61 y o PROVIDE NEW 2X4 x O �i.0 z aaaaaa SANITARY RISER DI AG RAM WALL AT EXTERIOR OF Q d � V EXISTING DWELLING 4X6 POST TO STRUC. RIDGE. co o NOT TO SCALE 4X6 LuPOST TO STRUC.RIDGE. / M 2X8_HQQ _ _ _ _ _^ - - (Z 2X8—HDR _A:-- 48" MINIMUM BRACED WALL PANEL BWL 11211 - - - - ---------_ - -- - - - BWL 11211 J AT END OF BRACED WALL LINE e'-11 1/4" `n &-11® CLG 1/4" CLG HGT O CLG HGT � END CONDITION 3 z BATHO CLOSET � Q O z 75 z - I 81 S.F. O 63 S.F. I _ U o Q, I ® a Caw o• emu1 oN CONTINUOUSLY SHEATHED W 0` � Q � � o, O LL �_ I � � � UQ BRACED WALL LINE Q O � W } x U O H'- Z M W Q C) w z ui U ° O 0WFP Q N U5 z w N c� 1 `7 w Q 1� � O - z `O c I J BWL 11311 - - - - - - - - - - BWL 11311 F- W Q O C� C o Q I 1 11 UJ uj L � 2 11-611 161111 ----- O c � z _ LID d � G C!) _ <C � c,7 w RETURN BWL "A" BWL 11B" PANEL FIRST BRACED PROJECT No.: 10'-0"MAX WALL PANEL 23-135 NOTE: *SEE REQUIREMENTS END CONDITION 4 PROJECT DATE: ❑ DECEMBER 2023 CONTINUOUSLY SHEATHED SCALE: BRACED WALL LINE AS NOTED DRAWN BY: J,LEE I 4'-011 5'-111 4'-01' 2�-12 2'-10" CHECKED BY: V 9'-1" I 9'-01, I --- EC#4 I✓I_ SEAL: 18'-1" CONTINUOUSLY SHEATHED BRACED WALL �EREp HOLD-DOWN FIRST BRACED DEVICE WALL PANEL Q� 'p SON END CONDITION 5 Al/.�'I �m PROPOSED FIRST FLOOR BRACED PLAN ��� °'1©959, �' END CONDITION FOR BRACED WALL °'�NEw�°� SCALE: 1/4" = 11-011 LINES WITH CONTINUOUS SHEATHING REQUIREMENTS RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH DRAWING NO.: OF 14 WOOD STRUCTURAL PANELS. S1101 10 DISTANCE D*: 24" FOR BRACED WALL LINES SHEATHED WITH WOOD STRUCTURAL PANELS. 32"FOR BRACED WALL LINES SHEATHED WITH STRUCTURAL DRAWING TITLE: FIBERBOARD. HOLD DOWN 800LBS CAPACITY SIMPSON HDU8-SDS2,5 FIRST FLOOR DEVICE: FASTENED TO THE EDGE OF THE BRACED WALL g RAC E D PLAN & PANEL CLOSET TO THE CORNER AND TO THE FOUNDATION OR FLOOR FRAMING BELOW. RISER DIAGRAM U r o E FASTENING SCHEDULE FROM TABLE R602,3( 1 ) `- j CONTINUOUS RIM •,C OR BAND JOIST SEE PLAN _ O NUMBER AND TYPE F- LJ_; N O PERPENDICULAR FRAMING - - - ITEM DESCRIPTION OF BUILDING ELEMENT OF FASTENER a SPACING AND LOCATION W U O I - I I I I TYPE 1 EXTERIOR(BWP)SHALL BE SHEATHED ( ,b,c) 8d COMMON @ b"OC i I i I I WITH 1/2"PLYWOOD ON THE EXTERIOR L� u", W r @ FULL HEIGHT BLOCKING SOLID BLOCKING BETWEEN i I I I ATTACHED WITH 8d COMMON 2 5"X0,131") ROOF FRAMING ALONG BRACED WALL PANEL CONTINUOUS ALONG LENGTH RAFTERS ATTACHED TO TOP I I I I ( � �"" Lv = >' I I I NAILS AT 6"OC AT PANEL EDGES AND 12"OC Q Y C OF BRACED WALL PANEL PLATES W/8d COMMON @ 6' I I I i IN THE FIELD,AND 1/2"GYPSUM WALLBOARD 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON(2 1/2"X 0,131") TOE NAIL = U) L .0 OC ALONG LENGTH OF(BWP) I I I I III ON THE INTERIOR ATTACHED WITH 1-114" -j Q 02 BRACED WALL PANEL(BWP) ` I i SCREWS,TYPE W OR S AT 7"OC AT PANEL 2 CEILING JOIST TO TOP PLATE 3-8d COMMON(2 1/2'X 0.131") PER JOIST,TOE NAIL < U W D_ >- C3 I I EDGES AND 7"OC IN THE FIELD. F- = ~ I I I I I I CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER � 1.LJ � �j•1 -4L- 7I I 3 PARTITIONS 8 16d COMMON(3 1/2"X 0.162"j FACE NAIL < d W z I I II I I I I 3 16d COMMON @ I I I I I I 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER, (HEEL JOINT) 8-16d COMMON(3 1/2"X 0.162") FACE NAIL 16'OC ALONG(BWP) I I n u I I I I I I I HOLD DOWN SEE PLAN 5 COLLAR TIE TO RAFTER 3-1 Od COMMON(3"X 0.148") FACE NAIL EACH RAFTER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL I I I I I REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS I II I I 1 I I I I I 6 RAFTER TO PLATE 3-1 Od COMMON(3-'X 0.148") 2 TOE NAILS ON ONE SIDE AND 1 TOE AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE PERPENDICULAR FRAMING NAIL ON OPPOSITE SIDE OF EA.RAFTER ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED CONTINUOUS RIM FULL HEIGHT BLOCKING HOLD DOWN ] ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF 3-1 Od COMMON(3"X 0.148") TOE NAIL WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OR BAND JOIST CONTINUOUS ALONG LENGTH SEE PLAN RAFTER TO MIN.2"RIDGE BEAM 2-16d COMMON(3 1/2"X 0.162") END NAILED THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF OF BRACED WALL PANEL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, WALL FRAMING METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR ANCHOR BOLT NOTES: TYPE 1 BRACE D WALL PANEL PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS BRACED WALL PANEL 8 STUD TO STUD(NOT BRACED WALL PANEL) 16d COMMON(3 1/2"X 0.162") 24"O.C.FACED NAILED IN CONNECTIONS WITH THE WORK FOR THE ACTS OR ANCHOR SILL PLATE TO CONCRETE FOUNDATION WALL WITH 1/2"DIA ANCHOR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY BOLTS, 12"LONG MIN AT 24"OC.THE BOLTS SHALL BE LOCATED IN THE MIDDLE CONNECTION TO RAFTERS 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 16d COMMON(3 1/2"X 0.162") 16"O.C.FACED NAILED OTHER PERSONSPEA ORE OF THEM TO CARRY OOUT THF THE E WORRK K IN THIRD THIRD OF THE WIDTH OF THE PLATE,A NUT&WASHER SHALL BE TIGHTENED ON CORNERS(AT BRACED WALL PANELS) ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE EACH BOLT,THERE SHALL BE A MIN,OF TWO BOLTES PER PLATE SECTION WITH DIMENSIONS AS SHOWN,DRAWINGS ARE NOT TO BE SCALED. ONE BOLT LOCATED NOT MORE THAN 12"OR LESS THAN SEVEN BOLT DIAMETERS 4SEE PLAN 10 BUILT-UP-HEADER(2"TO 2"HEADER WITH 1/2"SPACER) 16d COMMON(3 1/2"X 0.162") 16"O.C.EACH EDGE FACED NAILED FROM EACH END OF THE PLATE SECTION. 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(2 1/2"X 0.131") TOE NAIL EXCEPTIONS: SHEATHING NOTE: I I I I TYPE 2 EXTERIOR(BWP)SHALL BE SHEATHED 12 TOP PLATE TO TOP PLATE 16d COMMON(3 1/2"X 0.162") 16"O.C. FACED NAILED l. SHEATHING AS PART OF BRACED WALL PANEL 1, WALLS 24"TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL I I I I WITH 1/2 PLYWOOD ON THE EXTERIOR � PANELS SHALL HAVE ONE ANCHOR BOLT, SEGMENT(BWP),WHERE NOTED ON FLOOR I ATTACHED WITH 8D COMMON(2,5"x 0.131") FACE NAIL ON EA.SIDE OF END JOINT - PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP I I I NAILS AT 6"OC AT PANEL EDGES AND 12"OC 13 DOUBLE TOP PLATE SPLICE FOR ALL CONDITIONS 8-16d COMMON(3 1/2"X 0.162") MIN 24"LAP SPLICE LENGTH EA.SIDE 2. WALLS 12"LONG OR SHORTER SHALL HAVE NO ANCHOR BOLTS BUT SHALL BE PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8D I i I I I IN THE FIELD,AND 1/2"GYPSUM WALLBOARD SIDE OF END JOIN NAILED AS SHOWN ON NAILING SCHEDULE ITEM 9. COMMON NAILS @ 6"OC EDGE& 12"OC FIELD I I I III rL ON THE INTERIOR ATTACHED WITH 1-114" BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING SCREWS,TYPE W OR S AT 7"OC AT PANEL 14 16d COMMON(3 1/2"X 0.162") 16"O.C,FACED NAILED . I I I I NOT AT BRACED WALL PANELS z BRACED WALL PANEL CONNECTION WHEN I I EDGES AND 7"OC IN THE FIELD I I I I BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING L I i i I 15 AT BRACED WALL PANELS 2 16d COMMON(3 1/2"X 0.162") 2 EACH 16"O.C.FACED NAILED co m PERPENDICULAR TO FLOOR/CEILING FRAMING I I I " 5; z 3-1 bd COMMON(3 1/2"X 0.135) TOE NAILED O � I I 16 TOP OR BOTTOM PLATE TO STUD 3-16d COMMON(3 1/2"X 0.135") END NAILED LL II I II I HOLD DOWN SEE PLAN 1 ] TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON(3 1/2"X 0.162") FACED NAILED Q V 0 CONTINUOUS RIM FULL HEIGHT BLOCKING I I I I 11J N LU OR BAND JOIST @ 16"OC ALONG(BWP) I I 1 I I I 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2 1/2'X 0.131") FACED NAILED HEADER:SEE STRUCTURAL 1"X 6"SHEATHING TO EACH BEARING 2-8d COMMON(2 1/2"X 0.131") FACED NAILED NEW FRAMED DOOR PLAN FOR EXACT SIZING 2-16d COMMON 19 OR WINDOW OPENING ADDITIONAL FRAMING NAILS EACH SIDE 20 1"X 8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON(2 1/2'X 0.131") FACED NAILED N 8d COMMON @ 6"OC MEMBER DIRECTLY ABOVE Uj r ALONG BRACED WALL PANEL BRACED WALL PANEL TOE NAIL 3-8d TYPE 2 BRACED WALL PANEL COMMON NAILS AT EACH FLOOR FRAMING o 0 20ga"SIMPSON STRONG BRACED WALL BLOCKING MEMBER 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2 1/2"X 0.131"j TOE NAILED -TIE"COIL STRAP,STRAP BRACED WALL PANEL(BWP) � aaaaaa TO BEAR 12"ON STUD 3 PANEL(BWP) RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE z NAILS EACH END(TYPICAL) (ROOF(ROOF APPLICATIONS ALSO) 8d COMMON(2 1/2"X 0.131") b"OC TOE NAILED CONNECTION NOTES: 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED ARE SIMPSON STRONG-TIE. NO 23 1"X 6"SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON(2 1/2"X 0.131") FACED NAILED 3 16d COMMON @ SUBSTITUTIONS ARE APPROVED OR AUTHORIZED, DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER 16'OC ALONG(BWP) 3-16d COMMON FULL HEIGHT BLOCKING COMPONENTS OF THE STRUCTURE,ANY CHANGE TO FRAMING HARDWARE WILL RESULT 24 2'SUBFLOOR TO JOIST OR GIRDER 2 16d COMMON(3 1/2"X 0.162") BLIND AND FACE NAIL AT EACH BLOCK @ 16"OC ALONG(BWP) 25 2"PLANKS(PLANK @ BEAM-FLOOR AND ROOF) 2-16d COMMON(3 1/2"X 0.162"j AT EACH BEARING,FACE NAIL 2, IN THE INSTALLER/CONTRACTOR ASSUMING RESPOf`iSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM, FRAMED OPENING I HEADER DETAIL - 3, ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-TIE WOOD CONSTRUCTION 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON(3 1/2"X 0.162") END NAILED Cn SEE ANCHOR BOLT 2-16d COMMON CATALOG. INCORRECT FASTENER QUANTITY,SIZE,TfPE,MATERIAL OR FINISH MAY CAUSE THE CONNECTION TO FAIL. NAIL EACH LAYER AS FOLLOWS: Q Z NOTES THIS SHEET ADDI1IONAL FRAMING NAILS EACH SIDE 16D FASTENERS(8 GAUGE)ARE COMMON NAILS AND CANNOT BE REPLACED WITH 16D SINKERS(9 GAUGE)UNLESS 20d COMMON(4"X 0.192")AND 32"OC TOP&BOT.AND STAGGERED 0 MEMBER DIRECTLY ABOVE OTHERWISE NOTED, 27 BUILT-UP GIRDERS AND BEAMS, 2"LUMBER LAYERS BRACED WALL PANEL 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION, 2 20d COMMON(4"X 0.142") FACE NAIL AT ENDS&AT EACH SPLICE 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE HEADER 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON(3 1/2"X 0.162") AT EACH JOIST OR RAFTER,FACE NAIL O "< Q co JACK AND KING REQUIREMENTS: BRACED WALL PANEL CONNECTION SHALL NOT EXCEED"PER 4 ASTM TEST STANDARDS, 29 BRIDGING TO JOIST 2-1 Od BOX(3"X 0.128") EACH END TOE NAIL O Z C2� W ON 6. FOR HOLD DOWNS,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH 0 � U r- WHEN PARALLEL TO FLOOR/CEILING FRAMING CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE,CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT, ROOF SHEATHING _t w >- ROUGH OPENING SIZE NUMBER REQUIRED F= z SPACING OF FASTENERS W <C U5 :7 LESS THAN 64" OPENING 2J & 2K MIN, 2 STRAPS (EACH END) LY] cn z z 64"TO 96" OPENING 2J & 2K MIN. 2 STRAPS (EACH END) EDGES INTERMEDIATE _ °Ly 0 0 0 0 96"TO 138" OPENING 2J & 2K MIN, 2 STRAPS (EACH END) BRACED WALL PANEL (BWP) DETAILS SUPPORTS w Q O � F- Of 138" TO 170" OPENING 2J & 2K MIN 2 STRAPS (EACH END) " uj 30 1/2 WOOD STRUCTURAL PANEL 8d COMMON(2 1/2 X 0.131 ) 6 OC 12"OC w � L1JLLJ � � LJJ 31 OUTLOOK BLOCKS 8d COMMON(2 1/2"X 0.131") 4"OC '� 0 E- U-i fI CEILING SHEATHING 111.1 Ln z Q CO w 32 1/2"AN 5/8"GYPSUM WALLBOARD 1-5/8"LONG SCREWS,TYPE W OR S 6"OC____T6"OC WALL SHEATHING PROJECT No,: FASTENING SCHEDULE AROUND EXTERIOR SPACING OF FASTENERS 23-135 CUT I (14- 8D NAILS EACH END) CUT I (14- 8D NAILS EACH END) WINDOW AND DOOR OPENINGS LENGTH END LENGTH END 33 1/2"AND 5/8"GYPSUM WALLBOARD 1 5/8"LONG SCREWS,TYPE W OR S 7"oc 7"oc NOTATION PROJECT DATE: LENGTH 9" ° SIMPSON STRONG-TIE CS20 LENGTH 9" SIMPSON STRONG-TIE CS20 ::R°O, A B C D E F 34 1/2"WOOD STRUCTURAL PANEL 8d COMMON(2 1/2"X 0.131") 6"OC 12"OC DECEMBER 2023 STRAPPING @ 16" O.C, �` `�,\ STRAPPING @ 16" O.C. 2�_Q11 2 (2) 2x4 1 1 1 1 FLOOR SHEATHING A ft 4'-0" 4 (2) 2x4 2 2 2 2 SPACING OF FASTENERS SCALE: s ° AS NOTED 6'-0" 6 (2) 2x4 3 3 3 3 35 9/32"TO 1"WOOD STRUCTURAL PANEL SUB FLOOR 8d COMMON(2 1/2"X 0.131") 6"OC 12"OC LAP STRAP UNDER SILL PLATE END / 8'-0" 8 (2) 2x4 3 3 3 3 36 1-1/8"TO 1-114"TO 1"WOOD STRUCTURAL PANEL IOd COMMON(3"X 0.148") 6"OC 12"OC &PROVIDE SILL SEAL BETWEEN LENGTH 9" COMBINATION SUBFLOOR AND UNDERLAYMENT DRAWN BY: STRAP AND TERMITE SHIELD J \ 10'-O" 10 (2) 2x6 4 4 4 4 J LE E � \ PROVIDE MINIMUM D A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERISE STATED.NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS . 5 12'-0" 12 (2) 2x6 5 4 5 4 SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN:80 KSI FOR SHANK DIAMETER OF 0.192 INCH(20d COMMON NAIL),90 KSI FOR BP 1/2 -3X3 BEARING can 18 END DISTANCE SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0,177 INCH,AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. CHECKED BY: PLATES UNDER NUT C B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM'ON DIAMETER CROWN WIDTH 16 w NOTATION" • U END - C. NAILS SHALL BE SPACED AT NOT MORE THAN 6"OC AT ALL SUPPORTS WHERE SPANS ARE 48"OR GREATER. 1/2" DIA X 12" LONG S.S. LENGTH 10" A. NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS ANCHOR BOLTS @ 36"O.C. EQUAL NUMBER OF SPECIFIED SEAL: �,��RED ,� AND 12" FROM CORNERS B. NUMBER OF SILL STUDS ON FLAT DOES NOT APPLY �� O N . NAILS IN EACH END ( C� 5 q• �� � TO DOORS) (14- 8D NAILS EACH END) NOT TO SCALE NOT TO SCALE C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE '� I OF HEADER N j 040959 STUD TO FOUNDATION STRAPPING STUD TO STUD STRAPPING D. NUMBER OF 16d NAILS END NAILED THROUGH FOfNE\N ADJACENT KING STUD TO END OF HEADER E. NUMBER OF JACK STUDS AT EACH SIDE OF HEADER F. NUMBER OF 16d NAILS END NAILED THROUGH DRAWING NO.: OF 14 ADJACENT JACK STUDS TO END OF SILL AT EACH SIDE. S1 , 02 I I EXTERIOR WALL OPENING REQUIREMENTS DRAWING TITLE: FRAMING DETAIL SHEET - 01 U SIMPSON STRONG-TIE CONTINUOUS RIDGE VENT r) E STRAP MODEL CS20 ALLOW FOR AIRWAY � 0 @ 16" O.C, 26" LONG, HOLD ROOF DECK SIMPSON STRONG-TIE MODEL -USE A MINIMUM OF ABOVE INSULATION W U SHORT OF RIDGE 1" CS20 @ 16" 0,C, 26"STRAP - ROOF RAFTERS BLANKET 0 o/m o TWO 8d NAILS THIS (REFER TO ROOF PLAN) %" ZIP ROOF DECK SYSTEM (8)10d COMMON NAILS PER ° ,® 300 # ASPHALT ROOF ROOF SHEATHING WITH TAPED SEAMS. MANUFACTURERS SPEC, ° o m o SIDE OF RAFTER SHINGLES OVER 30 LB, ° DOUBLE TOP PLATE F" w N -� ROOF JOISTS, REFER °°° ° ° ° TOTAL FOUR 8d ) (REFER TO WALL SECTIONS) L.0 w 00 TWO 8d NAILS (REFER TO WALL SECTIONS TO ROOF PLAN. #15 ROOF FELT WITH ROOF JOISTS ° ° INTO PLATES NAILS INTO RAFTER ROOF RAFTER TAIL W w O ,— A MINIMUM 6" OVERLAP (REFER TO FLOOR PLANS) °°° LOOKOUT LEDGER Q —_ = Y C SIMPSON STRONG-TIE ? cn U A- H7 HURRICANE TIE AT °'� ALUMINUM z J Q 0 U 5/8" PLYWOOD AND STAGGERED ° ~— SHEATHING EACH RAFTER WALL SHEATHING , c U w >- p 2X12 RIDGE BEAM ° WRAPPED FASCIA °° (REFER TO WALL SECTIONS) �1/ F� FRIEZE BOARD W � FASCIA BACKER Q z01, ' a° (REFER TO WALL SECTIONS) SIDING(REFER TO 0 SECTIONS&WALL TYPES) LOOKOUT ROOF RIDGE (REFER EIGHT 8d NAILS THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL TO FLOOR PLANS) ° INTO STUD WOOD STUDS 4 SOFFIT PANEL REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS (REFER TO WALL SECTIONS) AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ° ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND ° CONTINUOUS SLOT MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED NOTE: RIDGE STRAPPING NOT REQUIRED WHEN COLLAR TIES (NOMINAL 2 X 6) ARE ° m° METAL SCREENING SOFFIT VENT WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, NAILED OVER SLOT VENT THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF LOCATED IN THE UPPER THIRD OF ATTIC SPACE AND ATTACHED TO EACH PAIR OF RAFTERS AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEMIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY RIDGE VENT DETAIL RAFTER TO RAFTER STRAPPING DETAIL RAFTER TO STUDS STRAPPING DETAIL TYPICAL SOFFIT VENT DETAIL OTORANCEWITHTECOONS NGANYOFTUMENTSHE ,WAYSU OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. RIDGE 4' PERIMETER ZONE METAL CAP FLASHING @ PIPE F= PANEL FIELD NAILING MIN, 2" INSIDE PIPE & SOLDER c BLOCKING 2 BAYS BACK AT 48" O.C. 4" OC NAIL SPACING LAPSEAM @EXTERIOR a ATTIC Q 5/8" PLYWOOD SHEATHING GABLE END WALL METAL BASE - z FLASHING SLEEVE 0 w OUTLOOK BLOCKING Z) z PLYWOOD FLOOR cn Z m ui SEALANT @ ROOF & j 4" O.C, NAIL SPACING PIPE PENETRATION 00 C O ASPHALT SHINGLES Lu U uj VAPOR BARRIER cn 0 FIRST AND SECOND FLOOR cn EXTERIOR 5/8" N PLYWOOD SHEATHING 1 MAx L PROVIDE SOLID BLOCKING 0 BLOCKING 2 BAYS FIRST TWO BAYS AT 48 WOOD JOISTS OC o BACK AT 48" O.C. z (SEE PLAN FOR SIZE) a�aaaq WOOD BRIDGING o EXCEPTION: WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. BLOCKING AT ENDWALL DETAIL RAKE OVERHANG DETAIL ATTIC FLOOR BRACING DETAIL PIPE PENETRATION THRU ROOF DETAIL oz 75 z 0 ll�_ 01 O Q < cy) RIDG ry Lu 0, E BOARD RIDGE BOARD CEILING JOISTS O z LJJ U p 0 z �- HIP RAFTER LATERAL RACEE bUFT O.C. GATT INSULATION L1J ~ Q 0 w z OSB OR SIMILAR INSULATION co0 � HATCH LID PUSHES UP CEILING DAM TO HOLD INSULATION ry O w � O L" 2-1 Od NAILS JOIST AND OVER FOR ACCESS --_1 AWAY FROM OPENING f- 1.1J Q rr ,� W C) LJV W GYPSUM BOARD y , Lv z Q cLo w C 2 X 4 BLOCK NAILED C � ) BATT INSULATION � �, � TO EACH BRACE GABLE END STUD C yJ `� PROJECT No.; WITH 4-1 Od NAILS �, �-�, � � �� �, 20 GA STRAP NAILED 5d COOLER WITH 10-8d COMMON FOAM AIR SEAL GASKET-- 23-135 NAILS AT 7" OC NAILS TOP AND SIDE CEILING DRYWALL PROJECT DATE: VALLEY RAFTER - JACK RAFTER TRIM 1/2"PLYWOOD WITH RIGID FOAM/BATT JACK RAFTER r� END WALL STUDS INSULATION LAYERED &GLUED(MATCH DECEMBER 2023 R-VALUE OF CEILING INSULATION) SCALE: AS NOTED HIP RAFTER ROOF FRAMING DETAIL VALLEY RAFTER ROOF FRAMING DETAIL CEILING BRACING GABLE END WALLS DETAIL CEILING ATTIC ACCESS DRAWN BY. J,LEE CHECKED BY: BRIDGING -- =� SEAL: ----_ G\ST ERF� ® o • ' o � 0��9 N- o ® o o o ° SEW Y0� GIRDER---------— 2"MINIMUM °° DRAWING NO.: OF 14 JOIST SIDE COVER 00 S1 , 03 12 SIMPSON STRONG-TIE H1 FASTEN AS PER MANUFACTURES SPECS. SIMPSON LSU26, LSU28 & LSU210 SIMPSON LU26, LU28 & LU210 SIMPSON BC-46 POST BASE FASTEN SIMPSON PB66 POST BASE FASTEN (MAY BE INSTALLED ON BACK FACE OF HEADER) FASTEN AS PER MANUF'S SPECS FASTEN AS PER MANUF'S SPECS AS PER MANUFACTURES SPECS AS PER MANUFACTURES SPECS DRAWING TITLE: FRAMING DETAIL RAFTER/HEADER CONNECTION DETAIL TYPICAL FLOOR JOIST OVER GIRDER DETAIL JOIST AND RAFTER HANGER DETAILS POST CAP AND BASE DETAILS SHEET — 02 U STRINGER STRINGER DOUBLE HEADER DOUBLE TRIMMER rd E JOIST O FLOOR JOIST FLOOR JOIST co ` z DOUBLE PLATE r- O STUD O ,c z OvITF� d HOLE EDGE O DISTANCE > 5/8" F-- ul L TALL JOIST DOUBLE STUD I,� O O W U W (r) � O TALL JOIST OFsp H � ® DOUBLE TRIMMER TALL JOIST �ON�y PLATE d 0 7- FU- � U zU ; <co � JOIST DOUBLE < _ �� ry Lu L � � STUD TRIMMER j�J NOTCH DDEINP HOLE EDGE —� Q w Z ' STUD SUBFLOORING 114 JOIST ? O/s� DISTANCE > 5/8" DOUBLE DEPTH MAX. /�.� �FpTy I HOLE DIAMETER < STRINGER TRIMMER M I 40% SINGLE STUD � I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL I REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS TALL JOIST i 1/b JOIST AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND PLATE DOUBLE I DEPTH MAX. HOLE DIAMETER < MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED FIRE STOPPING TRIMMER 1/3 JOIST 60% DOUBLE STUD WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF DEPTH MAX. AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY STAIR FRAMING WITH LANDING DETAIL STAIR FRAMING DETAIL JOIST & RAFTER NOTCHING & BORING DETAIL STUD NOTCHING & BORING DETAIL OTORANCEWHTHECO PERSONS NRACTDOG ANY OF THEWORAWAYSU K,OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. SILL PLATE 8" NAILS MIN. 2-1 bD COMMON WOOD STUD (REFER TO ° Lu SIMPSON STRONG-TIE NAILS @ 6" O.C. FOR 2-16D COMMON SECTIONS) FULL LENGTH OF STUD DOUBLE PLATE SIMPSON STRONG-TIE °° 8" NAILS MIN. O HDQ8 OR PHD6 ° ° ° NAILS @ b" O.C. FOR ° z ° ° HDQ8 OR PHD6 FULL LENGTH OF STUD SUB FLOOR (REFER SUBFLOOR ° Lu ° TO WALL SECTIONS) m BLOCKING FLOOR JOISTS ° ° SIMPSON STRONG-TIE w p c @ ENDWALL ,, BLOCKING L a LL 0 L. 20 GAUGE S/S COIL STRAP @ ENDWALL HDQ8 OR PHD6 BOX PLATE � C) (REFER TO � w @ EVERY STUD, (NAILED SECTIONS) uj u LU U) WITH 4 NAILS, 2 EACH END, 7/8" • -THREADED ROD EMBEDDED 12%2' NAILS INTO AC9 TO BE SS FLOOR JOISTS C ) a INTO CONCRETE WITH 'SIMPSON STRONG ,,-' ° °; (REFER TO SECTIONS) N a -TIE' ET. USE HIGH STRENGTH EPDXY DOUBLE ACQ STILL PLATES ° ° e ; TOP PLATES (REFER Q o ADHESIVE FOR TEMPERATURES (0••TO 40•F) �� FOUNDATION WALL o ° ° ° TO WALL SECTIONS) o d a ° I z a�aaaa a SIMPSON STRONG-TIE LBPS5/8 BEARING PLATE 8" NAILS MIN. ,, °° •: �� SIMPSON STRONG-TIE �I --- SIMPSON STRONG-TIE SSTB-16, 5/8" • ••• ••• • •• • • • • • • • • • • HDQ8 OR PHD6 ' BOLT 8" EMBEDMENT MIN., @ 3'-0" O.C. FIRST FLOOR ATTACHMENT DETAIL WALL TO FOUNDATION DETAIL SECOND FLOOR ATTACHMENT DETAIL STUD TO STUD STRAPPING DETAIL V) o z 75; z 0 O Q Q011 O z ry w 0, SHEARWALL STUDS PER SCHEDULE - 2"X 4"WOOD STUD RIDGE BOARD w U Lv O HDU HOLDOWN (TYPICAL) WOOD STUDS REFER FRAMING @ 16" O.C. FLij _ Q w Z SHEAR WALL LENGTH PER SCHEDULE AND PLAN TO WALL SECTIONS) () Lv w � O C 2"X 4" WOOD STUD W Q ccn 7" MAX. FROM END OF WALL FRAMING @ 16 O.C. iU W Lv r w W ll� L0 0 Q � F— w Lo � c~n Lv CC z �- _ co . � G C!� _ Q f- c� w ® 2X STUD WALL PROJECT No.: SILL PLATE (REFER TO CEILING JOIST 23-135 SHEARWALL FIELD NAILING SHEARWALL EDGE WALL SECTIONS) 8D OR 1 OD NAILS PER NAILING AND SHEATHING PROJECT DATE: SCHEDULE @ 12" O/C PER PLAN AND SCHEDULE FILLER BLOCKS (2) HEADER SUPPORT DECEMBER 2023 JACK STUDS SCALE: AS NOTED SHEAR WALL WITH HOLD DOWNS DETAIL BUILT-UP CORNER POST (OUTSIDE CORNER) TYPICAL HEADER FRAMING DETAIL DRAWN BY: J,LEE STUD BOTTOM PLATE �k� CHECKED BY: STUD SIMPSON STRONG-TIE CS16 STUD MOISTURE-RESISTANT (14) 1 OD COMMON. NAIL DRYWALL / SUBFLOORING TOP PLATES PER MANUFACTURES SPEC'S SEAL:_____ O ` -� (REFER TO SECTIONS) BAND JOIST '---- ��,G �Pso a 9�F 440959 OQ� BA� vg SILL PLATE GIRDER (2) 2"X 10"WINDOW AND OF NE SN DOOR HEADER (TYP.AT ALL NEW DOORS &WINDOWS) JOIST i BLOCK DRAWING NO.: OF 14 DOUBLE TRIMMER SUBFLOORING (2) HEADER SUPPORT STUD S1 , 04 JACK STUDS JOIST DRAWING TITLE: 1/2")kIR SPACE FRAMING DETAIL BATHTUB FRAMING DETAIL TYPICAL FOUNDATION BEAM POCKET TYPICAL HEADER TO STUD STRAPPING DETAIL SHED DORMER ROOF FRAMING SHEET - 03 U r SYMBOL LEGEND: LLj o i U \ BATH T.o:RIDGE SYMBOL DESCRIPTION 0 09 f �.._ Ll1 N 0 �T.O,DORMER _..__...._._... INDICATES EXISTING WALLS AND k OR ITEMS TO REMAIN, w U ^ O ------------- INDICATES EXISTING WALLS AND F— w 0 k $ III BEDROOM#3 _ ....,,. __..-_.__. ...._.._.. T.O.ROOF W = --- t I , ---------- i OR ITEMS TO BE REMOVED. — 1--- Y C n, i HDR. _ Z l--- L U ® M71 INDICATES PROPOSED WALLS U W cL .. _....I FP7 IPAND/OR ITEMS TO BE INSTALLED, �— L 01 BA TH W W T,O.TOP PLATE i _ ROOM ROOM TAG Q d z ROOM NAME _,. j B.O.WIN.HDR. AREA ROOM NUMBER LA I O � ROOM AREA CLOSET CLOSET THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL 7 41 105k p j i 1 A 1 7A HALL DETAIL TAG REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS I W2 W2 AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE DETAIL NUMBER ORIG4NAL AND UNPUBLISHED WORK OF THE ARCHITECT AND I _ DRAWING NUMBER MAY NOT B REPRODUCED,DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, II I ! w5 W5 SECTION/ELEVATION TAG I W4 W4 # THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF LINEN ( ! — — — — — — — Wb — — — — — — — — — — — Wb — — — — — — DETAIL NUMBER AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, ENTRY FUR ' METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR o.� DRAWING NUMBER _ _ f PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS P I IN CONNECTIONS WITH THE WORK FOR THE ACTS OR I VARIES I L-————— I �X -� INDICATES DEMOLITION NOTE OMISSIONS S THE CONTRACTOR SUBCONTRACTORS OR ANY GR OTHER PERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN BEDROOM#2 I I I ( I i ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE 107 BEDROOM #1 I I I I DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. r-__--' I I I I I------- -------- ---- - -� X INDICATES PROPOSED NOTE f L lO�_j L--- iI I I I- ------------------- - B.O.FOOTING I I ————J INDICATES WALL PARTITION TYPE- L^J-- I I I I REFER TO PARTITION TYPES T.O.BASEMENT SLAB I I I I— CLOSET b' 10U2' L 1------- t 6A -----------------------------------� ------------------------------ L� SD INDICATES SMOKE DETECTOR Y OOTI I------------------ !- J W II .. ............ -_T_ ----------------- CL I 01 3'-4 O1 3 q„ I-,� INDICATES COMBINATION SMOKE — C/ / Z S PROPOSED ELEVATION 0 CARBON MONOXIDE DETECTOR Q 0 I PARTIAL FIRST FLOOR DEMOLITION PLAN SCALE: ® INDICATES DOOR NUMBER W o Of 4, O SCALE: 114" = l'-O" O INDICATES WINDOW NUMBER � w 4 I �LLJ CA) w INDICATES LOCATION OF NEW t� cii RESCUE WINDOW. i INDICATES LOCATION OF CV D.S. PROPOSED ROOF DOWN SPOUT Q O k O �-,^� INDICATES THE REVISION CLOUD N BATHRIDGE _ ADDENDUM NUMBER AND KEYED z 109 '""'"""" V, " ? REVISION CLOUD DESIGNATION. cr)iao +� 04 T.O.DORMER i �J _ - y v Lnl°° BEDROOM#3 "' — '� - T.o.ROOF W6 B4O;WIN.HDR. — --- — `' DEMOLITION KEY NOTE; z Ol j BATH 0 11 i T.O.TOP PLATE NOTE DESCRIPTION O� :.� --- .�' -__........... ..... B.o.WIN.HDR. REMOVE EXISTING WINDOW TO ACCOMMODATE O tr) ; s' ' Ol NEW. EXIST. HEADER TO REMAIN, MODIFY OPENING z 1L/ W CT �' CLOSET CLOSET f' TO INSTALL NEW WINDOW. PATCH INTERIOR AND 0 _ w U '- t SA 107A LAUNDRY -HALL 105 EXTERIOR SURFACES AS REQ'D TO MATCH ADJACENT. O - 1 A - z I ( —� 12 S.F. „x� W J W z \� \' m 0 Ly cn z L I wb LLJ LINEN I ! T O �,/ Lv 02 ! 105A ct a F— w < cn Q 4 I w 1L/ W f W/D o W w a' GRADE , PROPOSED KEY NOTE, E— VARIES I Q L _ r— W= LO n BEDROOM#2 NOTE DESCRIPTION CJ) LC) Q LAUNDRY/ L----- COW SMART RM � LL I O6 ! L———————————I I MODIFY OPENING TO ACCOMMODATE NEW EGRESS 65 S.F. i B.O.FOOTING I I WINDOW. EXISTING HEADER TO REMAIN. REPAIR AND ! 5'-a' I I Ol PATCH ALL INTERIOR AND EXTERIOR SURFACES AS PROJECT NO.: t REQUIRED TO MATCH EXISTING ADJACENT SURFACES, g I T.O. 23 BASEMENT SLAB Wb wbCLOSET -b'-101/2" rl --- --- -j--, -135 _....- B.O.FOOTING L--------- ——————————————————————- PROJECT DATE: -- 8 DECEMBER 2023 p 23k 3k 15,k 3'-15" 23" PROPOSED ELEVATION - 02 r O1 8 01 $ 8-1 Ol t a 3'-4" X1.01 3'-4" le ll� SCALE: 1/4"= 1'-0" SCALE: AS NOTED I PARTIAL FIRST FLOOR PROPOSED PLAN - � 3'-1511 8 DRAWN BY: SCALE: 114" = l'-0" J,LEE I WINDOW SCHEDULE ---- ------------------ --- CHECKED BY: k WINDOW WINDOW SIZE --- NUMBER (W x H) FUNCTON MATERIAL FINISH MANUFACTURER MODEL/SERIES U-FACTOR SHGC COMMENTS t. OW6 3'-1 5/8"x 4'-8%" DOUBLE HUNG VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW WDH3056C U- 0,29 0,31 EGRESS WINDOW �00 SEAL: WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES PROVIDE EGRESS HARDWARE ADD. ALTERNATE NOTE: 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION. ' SO"I q•A `��'��� NOTES: 2. ALL NEW WINDOW STYLE SHALL BE ANDERSEN 200 SERIES UNLESS OTHERWISE NOTED, 3. CONTRACTOR SHALL CONFIRM WINDOW TYPE,AND FINISH WITH OWNER PRIOR TO INSTALLATION. ADD. ALTERNATE TO REMOVE 4. PROVIDE RESCUE WINDOWS WITH A MINIMUM CLEAR OPENING OF 5.7 S.F.AS PER SECTION R310 OF THE 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE. CONTRACTOR SHALL PROVIDE APPROPRIATE HEIGHT N ' AND REPLACE THREE WINDOWS PIVOT HARDWARE (AS REQUIRED) FOR SPECIFIC SIZE. (REFER TO SCHEDULE FOR PROPOSED EGRESS WINDOWS r= 9 04 - 59 AS SHOWN ON THIS DRAWING. 5. ALL WINDOWS SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. C� ��. 09 �O 6. ALL WINDOW GLAZING SHALL BE LOW E4 WITH SIMULATED DIVIDED LIGHTS AS SHOWN ON ELEVATIONS. OF N E`N F DRAWING NO.: OF 14 k W6 xi . O1 14 DRAWING TITLE: WINDOW E LEV. ADD. ALTERNATE SCALE: 1/2" _ ,'-o" FOR PROPOSED I WINDOW RPL.