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Home My WebLink About48441-Z �o�SUFfnt,�con, Town of Southold 8/15/2024 P.O.Box 1179 0 C' 53095 Main Rd �j01 Sao!' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45460 Date: 8/15/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 465 Ripple Water Ln, Southold SCTM#: 473889 Sec/Block/Lot: 76.-1-15.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/17/2022 pursuant to which Building Permit No. 48441 dated l l/l/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement,front and rear covered porches and attached garage as applied for. The certificate is issued to Esteves Hldg Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2281 3/2/2024 ELECTRICAL CERTIFICATE NO. 48441 7/2/2024 PLUMBERS CERTIFICATION DATED 6/21/2024 /7 C-.,,,,John0Rqber Auth z d S' n tore o�SufFai,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • 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#: 48441 Date: 11/1/2022 Permission is hereby granted to: Esteves Hldg Corp 80 Sunset Ave Seldon, NY 11784 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 465 Ripple Water Ln, Southold SCTM # 473889 Sec/Block/Lot# 76.4-15.5 Pursuant to application dated 8/17/2022 and approved by the Building Inspector. To expire on 51212024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,505.60 CO-NEW DWELLING $50.00 Total: $3,555.60 Building Inspector so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q (C� � �� sear.devlintown.southold.ny.us Southold,NY 11971-0959 �OUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Esteves Holding Corp. Address: 465 Ripple Water Ln city,Southold st: NY zip: 11971 Building Permit#: 48441 section: 76 Block: 1 Lot: 15.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 95 Ceiling Fixtures 15 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A . A/C Condenser 4 Plug Mold 14' Recessed Fixtures 122 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch 200A UC Lights 233' Dryer Recpt GaS LED Mirror 1 Heat Detectors Disconnect 4 Switches 74 4'LED 3 Smart Toilet 1 Closet Rod LED F2TJ Other Equipment: Hood, Double Oven, Fridge, (2) Mini Fridge, W/D, Micro, Gas Cooktop, DW, 200A Panel 40 Circuit/ 39 Used, 100A Sub 30 Circuit/ 23.Used Notes: New Two Story w/ Finished Basement Inspector Signature:. Date: July 2, 2024 S.Devlin-Cert Electrical Compliance Form . Town Hall Annex �a•� Gy. Telephone(631)765-1802 54375 Main Road P.O' Box 1179 0 Southold, NY 11971-0959 � v J A U G 9024 BUILDING DEPARTMENT MUM DEa=T TOWN OF SOUT'HOLD NZ F F�OU.TIP!(","r CERTIFICATION Date: 06/21/2024 Building Permit No. 4$4 y Owner: 45s-be-y R'% (Please print) Plumber. John Ferber (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) 5 Sworn to before me this -r J — day of (,l VL-e , 20.�_ ..r JESSICA FINN Notary Public•State of New York N0.01FI0012i1i Qualified in Suffolk County My Commission Expires Aug 24,2027 Notary Public, Su-W-v I k. County .. _ 1 OF SOUTyo� Lie&Ll Li # * TOWN OF SOUTHOLD BUILd? G DE 'ourm N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATIONS [ ] PRE C/O [ ] RENTAL REMARKS: - lszitvt-&e DATE INSPECTOR F1 �(,D�!h/(,�6{�I �O��OE SOUIyo� f # TOWN OF SOUTHOLD BUILDING DEPT. `ycaurm��` 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nrlchft�tfy U eAl C �. Y DATE L INSPECTOR �F50UlyOlo * * TOWN OF SOUTHOLD BUILDING DEPT. courm N 631-765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ " ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] REN AL REMARKS: k �! n IT DATE < < INSPECTOR ��u rl I ho�aOF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycou►rr+, ' 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O( [ ] RENTAL REMARKS: 1 vwbI,, pve�eAtDy, p I ti f �V�'�ei ;147 DATE INSPECTO OF SO�Tyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: VA/ Lvt Dm-,�:6- L DATE INSPECTOR OE SOpl6°� # * TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 qqqq�, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL IV. A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION., [ ] PRE C/O [ ] RENTAL REMARKS:' �&M -11 f q--,,&t� & luf w C e DATE INSPECTORaL �� e L4 &57 <Pr ' lay SO UT �J'� # TOWN OFSOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND, j ]. INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ " �' � n 0dlawe ou lle� CA J /lave e � e r AAA z OtLj)ue 44 ea�k DATE 1 INSPECTOR f - ho�aUFSOUIyo{o 98 �►� ��s �.� 'e W� # # TOWN �O SOUTHOLD BUILDIG DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gv l � tv DATE 3IZ7 ll--"40 INSPECTOR SOUTyO� G l Li # # TOWN OF SOUTHOLD.bUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY'- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 114 ELECTRICAL (FINAL) [ ] . CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: DATE `r �i 'INSPECTOR o � c •,�!.N«�%'".:• .�sal �Ir, ' f • 1 jai • 1'l 1�� l+*� 1��.�, �" .v� -fi !'` r• . S �- � _ s._. .. ,� ••� i +-/Yitcy- sty,,,.*=r•f,�,y �` '� �� 4 with- Aft . rrrryyyy i � -� OWARNiNG aslk i .�y•��f�,= oAVERTISSEAAENT ,%. EE OAOVERTENCIA 60 -00 JrV 411 r ' i��:'Z:��yam`. _� �)---►:,� ,_.� fk a a } f t. f i Building Envelope. and Duct Tightness Report 1 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 � I cy , Address of Test 465.Ripplewater La ' r 0 9 Test Date 6/3/2024 Building Permit#: 1 I ompliance Pathway Performance 2 0 2024 i Test Completed by: Christopher Silvia J�N RESNET Rater ID# 4150294 I Home Energy Solutions NATE ID# 187 East Main Street BUILDING DEPT. ICC ID# Huntington,NY-11743 BPI# ! 631-673-0664 1` Building Envelope Tightness I Volume Calculation : Check if: Floor Area Volume Q Conditioned Basement ! Basement 2809 28093 ❑Conditioned Crawl Space 1 2870 27173 ❑� Sealed-Attic 2"d 1237 17988 *The conditioned floor area of dwelling is calculated in I 3`d accordance with ANSI Z765,except that conditioned floor Attic 13034 area includes areas where the ceiling height is less than 5 Total Volume 86288 CFM @50 pa 1013.0 Air changes/hr@50 a 0.70,,.,)Q Code Compliance: Pass i 1 Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition'Space Duct Location Conditioned Space •------------------ p Floor Area ? Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space i i Duct Location Conditioned Space •-----------•------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt I i System-3: Within Condition Space Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100- ftZ CFA NIA Code Compliance:- All building envelope tightness has been;verified and,coriducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as r required by 2018 IECC as amended by..the.202d.New Yank State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by,i:he-2018'IECC as 6inended by 2020 New York State Supplement,Section R403.3.4. Signature: -r" Date: 6/3/2024 Christopher Silvia,Home,Energy Solutions i i 1 1 • ' • ' _/�____ COMMENTS1 FOUNDATION (IST �•, ------------ FOUNDATION (2ND) �ROUGH FRAMING& PLUMBING �� 1 � � •lI�Lv. INSULATION . �I V L STATE ENERGY CODE �lIn/ � Au a 712,07 �i Lrt. tLiJ[ R� it 000 m, r� ►.i[tol,FI Rom !' ADDITIONAL COMMENTS ENO All-110 r I1s i _ 1 u • =ohs°Ffo�r�o�y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hiips://www.southoldtownny.izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® IC-9 PERMIT No. Building Irispecto'n AUG. q 7 20'22 ED . Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT applications will not be.accepted..Wh"ere the Applicant is not the owner,an TOM]OF SQU113-Id> Owner's Authorization form(Page 2)shall be completed: Date:May 8, 2022 OWNERS)OF PROPERTY: , Name:Esteves Holding Corp 7CTlvl#1000-76-1-15.5 Project Address:465 Ripple Water Lane, Southold NY 11971 Phone#:631-698-2892 Email: Mailing Address:80 Sunset Ave, Selden NY 11784 CONTACT PERSON: Name:Jerry Cibulski Mailing Address:PO Box 598, Southold NY 11971 Phone#:631-404-2507 Email:JerryCibulski@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: . Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone##: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes A No Will excess fill be removed from premises? ❑Yes ❑■ No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district,in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes *No IF YES, PROVIDE A COPY. M 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 buildings)for necessary inspections:False statements made herein are'. 'punishable as a Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B Jerry Cibulski A pp y(print name): DAuthorized Agent Downer Signatur pp'cant: Dater)r1 STATE OF NEW YORK) SS: COUNTY OF �° ) Jerry Cibulski being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above.named, (S)he is the Agent (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 }h day ofi ja u4 , 204 �) hD 1. k Notary:Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATIONTARY PUBLIC,STATE OF NEW YORK NO.01DW6306900 (Where the applicant is not the Owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-a2llP Emanual Esteves 80 Sunset Ave, Selden NY 11784 I, residing at Jerry Cibulski do hereby authorize to apply on my beh to the Town of South Id Building Department for approval,as described herein. May 8 2022 Owner's Signature Date Emanual Esteves Print Owner's Name 2 A • TOWN OF SOUTHOLD, NEW YORH DATE Ygpph 16, 1972 ACTION OF THE ZONING BOARD OF APPEALS, Appeal No. 1499 Dated February 8, 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Michael Zukas Appellant Bayberry Road Southold, New York at a meeting of the Zoning Board of Appeals on March 16, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance �[ ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:40 P.M. (E.S.T.), uponapplication of Michael Zukas, Bayberry Road, Southold, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 301, for permission to divide property and set off lots with insufficient area, and for approval of access ever private right-of-way in accordance with the State of New York Town Law, Section 280A. Location of property: north side of Main Bay-view Road, Southold, New York, bounded north by West Creek, east by Goose Neck Subdivision, south by Main Bayview Road, west by West Creek Development Sub. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SSE REVERS£ (b) The hardship created (is) (is not) unique and (would) (would not) be,shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SES REVSR3S and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SSE REVERSE Z' [ G BOARD OF PEALS FORM ZB4 y Li ��e%9•�u 2 C� �� 2�G B i Y kf Y� Marjorie McDermott, Secretary 17 ` Southold Town Board of Appeals` t y After investigation and inspection the Board finds that the applicant requests permission to divide'property and set -off lots with insufficient area, and for approval of access over private right-of-way on property located on the north side of Main Bayview Road, Southold, New York. The findings of the Board are that this is a minor subdivision approved by the Planning Board. The access requested is a 30 foot right-of-way which stems from Main Bayview Road and runs in a northerly direction for between five hundred and six hundred feet. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change .the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WkS RESOLVED Michael Zukas, Bayberry Road, Southold, New York, be GRANTED permission to 'divide property and set off lots with insufficient area, and approval of access over private right-of-way, located on the north side of Main Bayview Road, Southold, New York, as applied for, subject to approval of Building Inspector. Vote of the Board: Ayes:- Messrs: Gillispie, Hulse, Doyen. 1 7 Y ��+' {off'a'+1 m��;�t -ti�.w'1�'rd:5•,�'r '"e!� •'^i''•r,`•�.,sr•'k.�,..,�...-::q'r"�,•: T," P'" ' �� : .. 6,�1��'j��l/.�p�¢'� •',4'•.�'. ,�A..�i� �1._i'III /4'.•.s 4/1-,��.e Y� r�,rn 1,. if �., ' t d• •"t6Y{ ti ,J,k Q , 4 I C) F „ /S D M/CHACL Z UKA S 4}¢, Q H TOWN o Sow roc o �` 41 '� �� O_eaNCrhErH MoNUMGrV7 � "� O Die Am ONLY: . � ONLY: iZ•I m Tarraa,no, !I Approved by the Southold Toron Planning Boardon aJo Wic ham, Cha rman /• :;} Southold ToWn Planning Board •Sol It 00 IQO i 'YC3 OUrt-40,5?JRVArY t/ws,zz/9Sy SfJBOJVI�u/pr/ -- MIiRGM/Q,18i9 ' N,S/'OD dDr'W !84•L'7 V��'TUYL�'y,g'OM• V M A!N SAYVI S W RO A D tnaEidso f�N/o3 s ' � 6nepeavFbKr,ML o: . 1 � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ' Town Hall Annex - 54375 Main Road - PO Box 1179 kill Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerrca-)southoldtownny.Aov—seandCcD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 11-9-2022 Company Name: Prime Electric Name: Mike Hunter License No.: ME-52402 email: Mike@primeli.biz Address: 1380 Broadway Ave Holbrook NY 11741 Phone No.: 631-357-5650 JOB SITE INFORMATION (All Information Required) Name: . Esteves Holding Corp Address: 465 Ripple Water Ln, Southold NY 11971 Cross Street: Main Bayview Rd, Southold Phone No.: 631-698-2892 Bldg.Permit#: 48441 email: Tax Map District: 1000 _Section: 76 Block: 1 Lot: 15.5. BRIEF DESCRIPTION OF WORK (Please Print Clearly) Application for new service on new construction project. Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On FNew 3 Php Information: All information required) Service Size 1 Ph Size: 200 A # Meters 1 Old Meter# Service Fire Reconnect- FI ct- Service Reconnected - Underground - Overhead derground Laterals 1 2 CH Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION j t 0 22 C# 1.CC) ?A- Lf �-4 Request for Inspection Form.As BUILDING DEPARTMENT- Electrica �S�FFDJ4 ale ��' �Gy TOWN OF SOUTHOLD. yP, Town Hall Annex - 54375 Main RoadBo ��l'� ®.9I19 o _ Southold, New York 11971-0959 BU, 'y O� Telephone (631) 765-1802 - FAX (631) 765V D rogerr(ab-southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/14/23 Company Name: North Fork Building Company Electrician's Name: Prime Electric License No.: ME-52402 Elec. email:prime Elec. Phone No: 631-387-5650 01 request an email copy of Certificate of Compliance Elec. Address.: mike@primeliz.biz JOB SITE INFORMATION (All Information Required) Name: North Fork Building Company Address: 465 Ripple Water Lane Southold Cross Street: Main Bayview Road Phone No.: -631-244-6911 Bldg.Permit#: 48441 email:jon@jgranocontracting.com. Tax Map District: 1000 Section:76 Block: 1 Lot: 15.5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New custom home Square Footage: 4100 Circle All That Apply: Is job ready for inspection?: ❑ YES [] NO . ❑Rough In, ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On' Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]overhead # Underground Laterals 1 72 H Frame Pole Work done on Service? D Y N' Additional Information: PAYMENT DUE WITH APPLICATION P�t,t,d r2.P C a�131 3� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD V s % Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4� Telephone (63.1) 765-1802 -FAX (631) 765-9502 rogerrCa�southoldtownny.9ov - seandCa7southoldtownny°gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-9-2022 Company Name: Prime Electric Name: Mike Hunter License No.: ME-52402 p email:"' Mike@primeli.biz Address: 1380 Broadwa Ave Holbrook NY 11741 Phone No.: 631-357-5650 JOB SITE INFORMATION (All Information Required) Name: Esteves Holding Corp Address: 465 Ripple Water Ln, Southold NY 11971 Cross Street: Main Bayview Rd, Southold Phone No.: 631-698-2892 Bldg.Permit#: 48441 email: Tax Map District: 1000 Section: 76 Block: 1 Lot: 15.5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Application for new service on new construction project. Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On E Information' AII information required) Service Size.1 Ph 3 Ph Size: 200 A # Meters 1 Old Meter# ervice Fire Reconnect- FI ct - Service Reconnected - Underground - Overhead erground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i % , to Request for Inspection Form.xls �'x l � PERMIT # Address: Switches Outlets �� ;;�/� I _r � ✓ � 'i� GFI's ,J� 1 - Surface I _ ,/ Q�Q�f ` i.� I` Sconces UC its -2 � Ito Fans i Fridge ( HVV .Exhaust Oven {� W/D O� W + p DW 11 MiniF� Smokes Carbon Micro I Generator or bo - `' *Sooktop Transfer �C Gl - AC �I AH ood q Service� t ` Amps Have Used Special: L4 / I , ` 2 C.J . Cf Comments / 1 o �0 / - _ 6 eec /1� L oA LIP i S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 1 LOT 15.5 #R-21-2281 DWELLING LIU5 I W/PUBLIC WATER 100' DWELUNG W/PUBUC WATER 150, I 1b �S 48°50'27"E ' _LS'WATER LINE EAb/EMENF_ rl L C.EASEMENT/—Ell _ A_C\IG —1 A,-A LCS-_z3A\CE : �, EV.15.6 LD // a � •�r5r w (PROPOSED SOILEA �( � VACANT /\D\�O 0 I I ,STOCK PILE AR \EL 6 r r I 95' o DRY WELL r/ .. Or r e' 9 DIA.5'DEEP CELLAR ENT. m Ot C'� rd i I w �Z3 / 4 BEDROOM SYSTIM 3 - (2)BbW.6'DEEP,L.P. -8.0' 1,250 GAL S.T. o /9.8' 41/b� PR WATER LINE 3 d Ng, oo t m Z8'n (fas) 4 II9' o I i N y ° 7.0' 3.2' 63.9 B.o' c N '8 D�Ax5'ol}EP wooer 4'' oj ) �z3 - 000 ♦ / /9 ^E as DWELLING Y '(14.5) _ _ // 0 '> W/PUBUC WATER Y U.C.UT14RES 150' ,.0'f I �� Lu i 30 p I LIY C I /',�$ Y P.DRIVE'NAY IA 13 W I r, I DWELLINGS p\ DRY WELL -� -VV i I W I W/PUBUC WATER ^+ 8'DIA.S'DEEP I t . •o'9s a 150' 2 p4.D) b/ � a DRY WELL a,DIA.4'DEEP m i • 111' - --_N48°50'30"W 162.75' N3 DWELLNG N1•� 150' W/PUBLIC WATER 50' NN I TYPICAL CLEAN OUT DWELLING SLATE OR STOPPER END W/WELL WATER SUITABLE COVE OR PLUG O 15.6 mem m.m eu.aA cN O OL DR OR BROWN OWN n� 2 2D• =F IMV¢r 30•ELBOW OY Lau_O.a' 60'WYE DL SANDY.O`M �•m� ALE —]. FLOWS I3.1' BROWN s w I SAND �n��L�aA n m W7 m ORo N fo'In,n SILTY P� sm SINO —g• �®eiP�+ BROWN e'OiO, ¢ HIGHEST EXP.2.9 SP R E TO uEo"".swD m WATER EL 1.6—WATER IN —12.5' ll AYVIEW ROAD 5P ARfNE To B " um.SAND —z0. MAY A.2WI 6�� YCWNMD GEOSGENCE Y REVISED PLANS APPROVED-712 312 0 2 2 WE WATER SUPPLY.K A MYAEUS AND CrSSP LGCAnays SNDRN ARE FROM FIELD OBSERva nONS PERMIT EXPIRES-6110/2( AND OR DATA OBTAINED FROM OTHERS EXCAVATION INSPECTION REQUIRED •••BENDSNOTPERMITTEDONSEPTICTANKINLET NAVD88 FOR SANITARY.SYSTEM 'LINE(S)ON NEW CONSTRUCTION'•' AREA:30,646.98 SD.FT. or 0.70 ACRES OEvanav arvN. uNAUWLWrzfO ALIERAnLW oR a00rnnv I0 Wrs SURLfr rs a uoea nov m sEcnaN n00 Or WE Nfw raex sTAn-f0uanav uw. CYrR-s or INrs svRLEr AP NOT BFABNC WE LAND ffR YORS EY80SBm S Q SNAIL NOT 3E[W90ERm IO BE A VADO IRU£LLWY. WARANIEEG INOICAhO HEREIN 9/ALL RUN BY HEALTH DEPARTMENT DRAINAGE CALCULATIONS: rs'iYDTLofncuv�A In'Wr=A v'rA"EEES OF c ICN�N�t"DSnIVnaLN'fA BMALFE to NE O�CQ A� LL4NULNTAL A&DW r AN0 M NG WSnIUnON THE OFFSETS OR DNENSOYs SNaN HEREON FRa Wf PROPERTY LNES Ill WE STRUCTURES ARE FOR A SPEDRL PURPOSE ANO USE THEREFORE) y ARE NOT INRNCm IO NOVUMD f WC PRWP ff LINES OR To IX Df INE ERfCnOV Or 2=—RONAL SIRUCRU O4 ANC OTHER INPRODELENTg EASEUENIS - OWELLING W/COVERED PORCHES&GARAGE=3840 S.F. AND/OR SUBSURFACE SMUCAIRES REGORGED OR UNR OCRCm ARE NOT WARANIEED UNLEss"M..Y EUCENT GI WE PREn AT WE n¢f a SLRYEv ]810.0.166=638 C.F SUFFOLK COUNTY DEPARTNEM OF HEALTH SERVICES (J)a DiA A 5'DEEP DRYNELL=664c1 PROVIDED sua.Er a:DESCRIBED PROPER7Y OF NE CERTIFIED TO: ESTEVES HOLDING CORP• PEBMG FOR APPROVAL OF CONSTRLCTIDN FGR A Ap C IY y -SHOWN AS LOT 3 OF RERISI-MATASSA PLAT SINGLE FANSLY RESIDENCE ONLY PROPOSED DRIVEWAY=1050 S.F. — AS APPROVED BY TOWN OF SOUTHOLD a 2i4�}R NOAni q} 1050.0.166-175 C.F PLANNING DEPT. y n (1)B'DIA A 4'DEEP DRYWELL-177c1 PROVIDED STUATED Ab SOUTHOLD '� ¢ DATE 5n3nD22 H.S.REF.No. R-21-=' 10.OF:SOUTHOLO KENNETH M AOYCHUK LAND SURVEYING,PLLC APPROVED SUFFOLK COUNTY,NEW YORK 'TS % yP NETHeM W CR Surveying end Deeign F00.MA%IM,XA OF 4 BEDROOMS REVISED 05-07-2022 ese° P.O.Boa 163 Aqueb¢gue,New Y.I1931 EXPIRESTHREE YEARSFROM DATE OFAPPROVAL REVISED C4-07-2022 FhE 1221-128 scALE:1"=20' DATE:JUNE 26.2021 N.r.S LISC.NO.050982 PNONB(--------(see PAX(eOl)200-IfiBB S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 1 LOT 15.5 #R-21-2281 DWELLING DWELLING IN/PUBLIC WATER W/PUBLIC WATER 100, 150' DWELLING I W/PUBLIC WATER 150' I 16 I � f ( I �b A '/ 1 � / �6 ! S 48°S9'27" E ! A( L5 WATER LINE EASEMENT / r 166.78` 10' ELEC /EASEMENT / 1 \\ zn ,' SILT FENCE ALONG © , t ____ --� AREA OF DISTURBANCE oho ,'� i 25,500 S.F. i ' / w ., i oo ELEV. 15.6 CO / cWil (w PROPOSED SOIL �, d- j .�\� ! ti VACANT % I STOCK PILE AREA ! / ' �`' 1 ! DRY W-11 ELL j/ v ijjj / I o 95• 8 DIAx5 DEEP I ! CELLAR ENT. 00 ab'8.6' 24.3' 1 4 win 4 BEDROOM SYSTEM •3 1 i �z3 �: :';::';:;•:;.::';:.:.;;.::':'•;:.::::';•".•.;:tri / (2) 8'DIAx6' DEEP L.P. / W 1 I 7.8'' 1,250 GAL S.T. 9.8' ' 41 .0' ' �3 w i wU �o' PROPOSED PR . WATER LINE 3 ✓ t o o N:;::::'::•,2 STY. FRM.. '.• ";::. :.''• 7.6' ' I 4 BEDROOM• :: :: x / z I I 5 9.0 •::'•�FFL EL f 6.5 � / c� ( ''"�n'• ' o , DRY WELL � 1 I T7* ° 8'DIAxS'DEEP i o s:3� 0 41 .8' I , DWELLING -o:;:;:•.•..;•.•:;:•:•�.o / W/PUBLIC WATER i `� _--, �' °q :':':';: :'00 r I U.G. UT►LITES / 150 3.0' / I O 1 0•'::.::: f •STY.•:';'•;';'o , �+•► �/ :: : GARAGE':'•: `r' PROP. DRIVEWAY i , DWELLINGS zn I N '::'•:GF 04 Ln W/PUBLIC WATER 26 DRY WELL z j 8'DIAx5'DEEP \1 (14.0) (14.0) TYPICAL sILT SCREEN SECTION ' ~J GEOTLTCTILE FABRIC SUPPORT POSTS I i (p� f DRY WELL j WOOD OR METAL ( / 8'DIAx4DEEP FLOW 04RECTON I /� / / Izi BACKf81ED TRENCH i // / /// O EXISTING GROUND SILT FENCE J CIII- I I IJit .1 r•, 11.J1 JI II L_I _IIC ! -�,��''� ,/ 1'MMMLM ' ,, , / 480SO'30" W 162.75' /'/ DWELLING 150' W/PUBLIC WATER I I TYPICAL CLEAN OUT ZDWELLING SLATE OR STOPPER END ATER SUITABLE COVE OR PLUG House Exterior Wall Cover to grade O if drop"T"is ELEV. 15.6 used on inlet Locking cast-iron Finished Grade elev.27.5 DR BROWN cover to grade. OL NDY LOAM F.F.E. C.O. %2 ' fit' EL 13.5 20" in EL 13.5Mb 30' ELBOW ' M - 0.5 EL. 1 C5 himney 60' WYE 0L BROWN Locatedrop"T"underaccess SANDY LOAM opening for maintenance ,, Jnla a EL i1.5 PALE INV. FLOW 13.1 1�opse In ® en ®� -a;- BROWN i Oal ct �in1c1 ® P9 19 m 11.95 ® en®19 a Inv.11.25 i ®m a SP FINE Min.4"d a SDR 35 pipc. d Inv 11.1_ t�m a SAND , or cgaal.Pitched 114"/iL Flow Baffle a Min.4"dia.SDR 35 Leaching Pool(typ) PALE 10' min 00 pipe of equa4 BROWN Pitched 1/8"perfook SM SILTY 3'collar SAND .. ` , Back fill material to be PALE Bottom of Septic Tank + 8 D,O, clean sand&gravel HIGHEST OCP. 2.5 BROWN El. 20.5 a SP FINE TO ffl,. 51. ®m® WATERE< 1.6MED. SAND®®a WATER IN Bottomof Leachin Pools ®�E) El. 5.5 c 6'min.penetration MAIN BAYVIE W ROAD SP ' E r�DOWN into a virgin strata I MED. SAND of sand&gravel. 20, Highest Expected Groundwater ZONED R-40 MAY toot L 2.5 McDONALD GEOSCIENCE E NON-CONFORMING LOT FRONT YARD: 40' MIN THE WATER SUPPLY. WELLS, DRYWELLS AND CE SIDE YARD: 15'MIN, 35' TOTAL LOCATIaVS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD: 50' MIN AND OR DATA OBTAINED FROM OTHERS, 1 ' DATUM: L ELEVATION UM: NAVD88 AREA: 30,646.98 SQ.FT. or 0.70 ACRES UNAU7HORIXD ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY } , p r T MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 AE PERSON DRAINAGE CALCULATIONS: LISS7ED HEREON, AMD TOOR WOU THE 7HE ASSIGNEESURVEY IS PREPARED AND ON OF THE LENDING INS777U71ONHIS BEHALF TO THE )77LE GUARAN7EES ARE NOT TRANSFERABLE. THE AGENCY AND LENDING INST/7UI10N t ' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7H£PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 7 1V NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE ERECTION OFFENCES, ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS: EASEMENTS DWELLING W/COVERED PORCHES & GARAGE - 4116 S.F. AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY f 6 x o.1 ss=ss3 C.F(3 SURVEY OF: DESCRIBED PROPERTY (3) 8'DtA x 6' DEEP ORYWELL=796cf PROVIDED CERTIFIED T0: ESTEVES HOLDING CORP; MAP oF:SHOWN AS LOT 3 OF RERISI-MATASSA PLAT PROPOSED DRIVEWAY = 1145 S.F. PLED: AS APPROVED BY TOWN OF SOUTHOLD 1145 x 0.166=190 C.F PLAPINING DEPT. (1) 8'DIA x 5' DEEP DRYWELL= 221 cf PROVIDED SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 10-14-22 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 05-01-22 r P.O. Bog 163 Aquebogue, New York 11931 REVISED 04-01-22 FILE ►221-128 SCALE: 1"=20' DATE: JUKE 26, 2021 M Y.S. USC NO. 050682 PHONE (831)298-1588 FAX (831) 298-1688 S.C.T.M. NO. DISTRICT: 1000 SECTION: 76 BLOCK: 1 LOT(S): 15.5 DWELLING#R-21-2281 DWELLING I W/PUBLIC WATER W/PUBUC WATER 100, ISO, DWELLING W/PUBLIC WATER ISO, i S.4805q 2_7"ELS ' J / --r] .L. W — �. —T I I..._10, ELEC.//EASEMENT �a i r 1 / SILT FENCE ALO / "' / AREA OF DISTURBANCE o0 I k / -- -- -- 25,500 S.F. ELEV. 15.6 / O / / /PROPOSED SOIL /—� DRY WELL LO 8'DIAx5'DEEP j \N �x ti VACANr / II STOCK PILE AREA \"/ ;/ 2 g� ; I 95, CELLAR ENT. v (15.0)I % (15.0) /0 8.6' I� I 1 24.3' 'O 15.1' C.0/ pj• � I I zn 4 BEDROOM SYSTEM j 3 I / (2) 8'DU1x6' DEEP LP. I 1 7.8' 7,250 GAL S.T. I W Eai 9.8' 41.5' I W / ,d �p / j ic=i FOUNDATION —•••— L•• < / I 1 �� N LOCATION 7.6' (14.5) PRyh. WATER LINE 3 �a oo. DEC. 5, 2022 / I 58.5' rK4 0 I 7.8• r: o / DRY WELL I N c- 8'DIAx5'DEEP r+i I I o, ,Pj,Pij i . C— \ 65.2' ' 23.2' 5.3' U DWELLING \� (14.5) b b _ % I W/PUBLIC WATER I ��_ _��' U.G. UTILITIES r 150, — / 4.4' 3.0 / I I 130 t, ; N GARAGE 4 PROP. DRIVEWAY i/ I DWELLINGS o ; j o //j W IN/PUBLIC WATER M ; 26.0, a I 150' Z I 8'DIAx5'DEEP f—\1 /(14.0) (14.0) DRY WELL (6 8'DIAx4'DEEPfn o I ' / SILT FENCE / I I . Gi N48050'30"W . ® � DWELLING 'Cr12� / 150 W/PUBUC WATER 1 i 150' DWELLING W/WEU. WATER O O N DRAINAGE CALCULATIONS: W/COVERED PORCHES GARAGE = 4118 S.F.4116 x de 4116 x 0.166=883 C.F � 0 (3) 8'DIA x 6' DEEP DRYWELL-796cf PROVIDED PROPOSED DRIVEWAY= 1145 S.F. 1145 x 0.16666=190190 C.FED (1) B'DIA x 5' DEEP DRYWELL= 221cf PROVIDED END. LOC. 12-05-22 DEC Q 7 ZQ�2 MAIN BAYVIEW ROAD REVISED 10-14-22 REVISED 05-01-22 ZONED R-40 REVISED 04-01-22 NON-CONFORMING LOT FRONT YARD: 40' MIN EMINO THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 15'MIN, 35' TOTAL '� dOF30U1HLID LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD: 50' MIN AND OR DATA OBTAINED FROM OTHERS AREA: 30,646.98 SQ.FT. or 0.70 ACRES ELEVATION DATUM: NAVD88- -Y-+ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE' EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT 1N7ENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES,OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP; MAP OF: SHOWN AS LOT 3 OF RERISI—MATASSA PLAT AS APPROVED BY TOWN OF SOUTHOLD FILED: PLANNING DEPT. SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f P.O. Box 153 Aquebogue, New York 11931 r PHONE (630298-1588 FAX (631) 298-1588 FILE # 221-128 SCALE:1"=20' DATE:DUNE 26, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk ur If I S.C.T.M. N0. DISTRICT: 1000 SECTION:76 BLOCK: ! LOT(S):15.5 U DwEluxc t - gR-21-2281 DWELLING I W/PUSUO WATER W/PUBUC WATER ram' tsD' DWELUNG , W/PUBUc WATER � Fr) 15D• I5 6 i U N 2 0 024 s 48°5 f27"E I — — — ' _ - - -r J i S'WA7Qt LINE E�iRf 166.7b" — — — V L — .._..._../_... ._..._t.._..._... IO'EIEC./EASEYEM >> UB.,DING EFT. o '4'WOOD RE FENCE --------- __� C,g7E i I i/ rW.(e� •dF S�MCI tia / b (� j1 BOWB'DEFPP CY, 't �4 4 BEDROOM SYSTEM % I VAOWr % 1 / (2)8'OWte'O.RP L.P. / 1,250 GAT.S.T. / I I 93' COVERED CELLAR ENT. WIWELLW /1Y F> I L]•e'6F:'::iE�;�:::�3�;'�:?.'.�.:tE:.`.:itii',':+.:ii;'t.�.i�F%:' 41.1' r-1 I B. I ��3 SPATE COVERED':> 2SfY.FR/ll.1E;+:;'::':':.::i'';'Y ' I\PATIO '.;:'::::OWEWNO:' �'t o ♦:•hR.4�-�.... N.V. I PATIO a465::::?ll:: VM 1' � i STONE!i ,�_ , ♦ :. 0 WALL q R I ItJGROUND:. ¢ I W So 1 o ♦ ♦ 1 DwaDR/L I 16.9'W /PUBLIC WATER WINDOW .�:::s'%33 :• ,' ,DOW GAl7ACE.'.:. 5 OFf WFi1 De t"i ®•. / 1.y w/PUB WATER a i %♦S 150UC 50' j TREWS ' 1 fK ASPWLT ' 3 !Y ♦ ♦ DRIVEWAY POOL EDP. 7", WELL ' / o ® f91G aDfX CORE 9'DW4'DFFP� i .1air t ' c_e . r N4,Y°50'30"VV 162.75' ' I' 150' DI RILING ry. w/Pustic WATER I50' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR /W= A. ASINGLE FAMILY RESIDENCE 1 Date, 3/2/2024 _ H S.Ref.No._ R-21-2281 _ o The sewage disposal and water supply facilities at this location have been inspected and/or certified oy this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF_ 4 -BEDROOMS DRAINAGE CALCULATIONS: �. 47Dw Bu oW/�covs ,PORCNES a GABADE-arts sr CRAIG KNEPPER,P.E.,CHIEF (3)S'DU r e'DEEP DR/W'ELL-79W PROVIDED Ofllce of Wastewater Management REVISED SCALE 02-20-24 PROPOSED DRIVEWAY-1146 S.F. O FINAL SURVEY 11-20-23 1145 r O.1ed-190 C.F FND.LOC. 72-05-22 (1)9'D1A r S'DEEP DRYWELL-22IcY PROVIDED REVISED 10-14-22 MAIN BAYWEW ROAD REVISED 05-01-22 REVISED 04-01-22 ZONED R-40 NON-CONFORMING LOT FRONT YARD:40'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 15'MIN.35'TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD:50'MIN AND OR DATA OBTAINED FROM OTHERS. AREA: 30.646.98 SOFT. or 0.70 ACRES ELEVA77ON DATUM.' NAV088 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU7ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOTINTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCT/RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP; MAP OF:SHOWN AS LOT 3 OF RERISI-MATASSA PLAT t� M Woy AS APPROVED BY TOWN OF SOUTHOLD G, o FILED: PLANNING DEPT. SITUATED AT:SOUTHOLD x TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 050882 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE B 221-128 SCALE:1'=30' DATE:JUNE 26, 2021 PHONE (831)298-1588 FAX(631)298-1588 N.Y.S LISC. NO. 050882 Tnelntal lnt the record,of Robert 4.FLem W 6 K—th r.WoychDM Generated by REScheck-Web Soft v-a:r.-e C !{ : : . Project r.pple wader-3 .Energy Code: 2 IS 4ECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor.Area: 1s940-ft2 Glazing Area 15% Climate Zone: 4- (5572 HDDY Permit Date: Permit Number: Construction..Site: OwnerlAgent: .Designer/Contractor..: Appie.water jgn;_grano r bertbiggins architect sou h6ld,'' Y :5,0-hidden=acres patli . wading diver,'NY11792 b - • lit Compliance: 6:6%Setter Than.Code Maximum UA: ,680 Your UA: .635 -Maximum SHGC: 0..40 Your SHGC: 0.30 The%Better,or,worseThan Code:(rrdex-reflects.how•closa'to comoRance the.house'is•based:on-code trade-off-rules. 1t DOES NOT provide an estimate,of energy use or cost relative to a minimum code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code-insulation R-value and depth requirernents. 'Envejope Assemblies Prop.Gross Area Assembly or Cavity cont. Cpjfing:Bat Cen6iqg or'Scissor Truss 2,866 3OX .0.41 0.:035 '0a026 100 75 Wall 1st floor: Wood Frame, 16" o.c. 2,916 21.0 0.0 0.057 0.060 134 141 Door: Sotid Door('under 50%glazing)• 3fY 0:250r 1131:W 23 29r Door 1: Glass Door(over 50%glazing) 13.5 .JD.300 A.3.20 41 43 ,SHGC:0.30 Window:Wood Frame 333 0.300 0.320 100 107 SHGC: 0.30 Wall 2nd floor: Wood Frame, 16" o.c. 1,588 21.0 0.0 0.057 0.060 79 83 Window 1:Wood Frame 22Q' 0`c3 V 9320r' 63 67 SHGC: 030 Floor:AI(-Wood Joist/Truss 2•;,868• 30:0. 0.0. 0.033:, 0.047 95:._ 1315 . Compliance Statement: The proposeds:buildirtg.,desig!%-,desertbed-.here-is co art6other calculations submitted with the permit application.The proposeid"buildin a 'to meet the 2018 MCC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r I ®,'' -REScheck Inspection C ecklist. l�il>�I JAMS S HIGGIN ® J A Name-Title AR'L.I-HI T ECl' SignatlYr DaELK � c roje.et.Tit4e ripple,watr�r; ��'�� tba90�� ® ReportdaLe: 08/03/22, Nta fiieraame. U" OF rage 1&10 Project Title: ripple water 3 Report date: 08/03/22 Data fttename: Page 2 efl RESc . eck Software Version : ,REScheck-Web k1l..In, spect'l Chec. 'Ene.rgy 'Code: .201'8JECC ;Require mi ents,-.:100...0%.vvere:,addressed°.directfy:-inl:,the.RESpheck-software Text in:the "Comments/Assumptions" column is�orovided_bythe:us.er.in;*t�e REkh eck'Re�quirernentsscreen,.For e.ach, requirement,the,user certifies that a code requirement rement Wilfbe met and"how that-is documented, or that an exception n -a-is:being,.claim.,ed*.Where�complia ceisitemizOln, sep,,arate.tablp,,.a-refeTenceto.---that:t-ablie�is..pr.ovided. :!Seetl n 4 , Pre nspect 6 a Require twill,be m-drawings and men 103.1, Construction et 103-2 fdocumentation demonstrate IDDoes:'Not. IPR-111 energy code:compliance for-the, Not Observable - • (Oil building-envelo,'pe.Thermal- enveiope.re NotAppricable, pres,ented:.on, construction documents. 103.1, Construction drawings and, plies t be met. j 1 Requirement.wfl 103.2, documentation demonstrate 2,,�'�101)oes-Not 4037 energy code compliance for -',--,IrINbtObservablO_ IPR_311 -.11 hting"and>:mechanical-systems: (Systems serving,multiple -.1,014otApplic b d _Y' wdiling.-un-Its must demonstrate 1 compliance with the JECC 'Commertial;Provisions. 4' H�(Heating�and-co olingL equipment is eating: Heatihgf. E3Cbmplies-- :Require m- ent.Wilt be met.. 4b_ '�_ __ r-I I11Does.Not 31T1�..I sized-per ACCA.ManuM.5--based 'Eltuthr. BtUft, IPR21?-'.'-!_t�.on loads.cafculated per..ACC,A, Coolin Coolin 'Manual or.other:methods. .9 E]Not.ObservaWe -Btulhr Btu/hr 'ON tApplicable O ,:N�<,,_approved-by the code,official, 4;Oi Additional,Commeitts[Assumptiorts., Lj act(Tier 1). Medium;-Impact'(Tier-2), ,:I Low Impact(Tier 3),= Projert.Title: ripple water 3 Report date: 0,8'/Q3/22' Data-filename: Page 3:of 10 Eounda#ionins'ectfoi� Cotn lfesT='; aGoniMents/Assum.,tions _Py ,.t? P. &-Re .11] 30-1 21 ?-` A,protective covering is installed to OCornplies 'Requirement..wilfbe~met. ,[FO:IIJ?,,i'..I;protect exposed exterio�:insalafion llDoes blot ;;hand eztendsa.minimum.of 6 in,below. ;C]N.ot°observable; grade.. Applicable ,Snow-.and..ice-melting s,-ystem.controls EComplles Aequirement�.will'be:met. installed. QDoes Not '[3Not.Observable' 'EIN it AppGcable- Add[tiQnat'Comments/assum.ptions: L y High.lmpact(Tier=1)-��2,` Medwm l m pact'(.Tier-2) 3. Low 4mpact'(Tier'3) Project Title-, ripple water_3 Report-date: 08/03/22 Data filename: Page 4 of10 _Sec t?Terlp,e_: :'Field Verifieat_=' ;; - Rot h4Jn.,Jns Valu Coi>ip.ties? an s U ::.; °CamrrientslAssumptions..:. # Fcatng/ 9 P. e: Value. C- See t/e Envelope. 402.11, ,Door•U-factor. U- fp 402.3..4 boes�Not aab(e for-ualrtes. [-FR1"]1 Not.-Observable. ' ONot Applicable- 4021.1, ;Glazing,:.U-factar..(area-.wei.ghted U- " ,lJ- ;Qcomplies ,See.the Envelope.Assemblies 402.3.1, average). 1 Does Not ,table.forvaCues i 402.3.3, I,0Not.Observaiiie 402.5 ; [FR2]1 E]Not Applicable-. ;, "•_J;. ;.,' :k,,`z; w)]Com ties Requirement Wili-'be remet. 303.1.3 U-factors of.fenestration.products F M a p [FR4]1 I are determined:in accordance: :, ,OQ.aes:NAt vlrith•the NFRC•.tEst!procedure ar ! j x t FINotObservable- ,taken-"..from'the•default'table,. ONotApplicable:. erandthermalbarrier `_ 'r ' - "OCornplies ;Requirementwill',bemet. 402.4.1.1 Alt barrier � [FR23]1 �.instailed,�per-manufacturer's Does•Not •instructlons. ONot'.Observable k .]Not Applicable lies, site.built ""'z':"'r' omp - Requirernent.wiiT tre.met. 402.4.3 Fenestration.that.is not r k 3 [FR20]1 ;is listed and labeledas meeting QDoes Not AAMA fWDMA/CSA_101A:S.2/A440 = [ 4 rObservable or has per T�1FRC fi QNot.Applicable oZ .';that do:not<exceed-code ; -E 402 4 5.; tC-rated:recessed:.Tighting.fixtures f 3 'QComplies, ;Requirement will be:met. [171116]2 jsealed:.at.housing4nterinr.finish i LJ Does Not andlabeted'to indicate s2.0 cfm r f Not Observable ;leakage at 75"Pa 4 } y 5 s ONot'Applicab'le . 403.3.1 Supply and:return ducts in-attics { s r „ " ,• ,3com lies 'Requirement-will.-be met. [fRl2]1Insulated ,,• ,, x.:. ��Does'Not. ;insulated>=,R.8:whereduct:is :i" > 3 inches.in diameter-and> t :.R-6 where<3.inches.Supply and C1Nnt Observeb.le ) return duets in:other_pnrtions of ;1�Not.Applicatile lthe'buitding insulated>='R-6b for ;diameter..>= 3 inches:and:R-4 2 =for< 3 tnches.in diameter. filter f".❑complies ;Requirement will be met. 403.3.2 Ducts;.airbandlers and fi ; ![FR13]1 :boxes are sealed with =,• " F ' flQoes'Not joints/seams.coMpliant::with. ,;;;r` -,,K., n,•'.}` :. y. , _•. I ❑dot Observable inieern-�tionzil:MechariicaI-Code or ; otApplicable Tntemational.Resi.d.ential,,Code,as sti lap.plicable:. 1 403-A.'5 '6uilding:cavities are notused"as Complies Requirement will:be met. {FR1.5#3 'ducts.or'pienums. - Oboes Not 1 iON,0t,Observable 3 ONot Applica'bte: lib t 4'03%4;`r° " HVAC�piping conveying-fluids R- ; .R-" QComplies ,Requirement wi a"me . ,[FRI7]?- -• above 105.OF or-chilled fluids 013oes Not 3etow`53-OF-are insulated to zR- 3NotObservable ,ONot Appticaible 403.4.1 Protection of'insulation"on HVAC. ",'`,k'� *tf]Compltes• ;Requirementwithbemet. [17112411 ipiping. •:' :. : ',s;.,:+ ,.' QQoesN:ot w ONot:Observabte ONot Applicable ;4Q35.3 , Hot water pi"pes.are insulated to ' R R `�Com,pties= ;Requirement-mill-be,met. {FR3s8? ODoes Not 'ONot Observable,' OAlot•Applicabte" ' `2 edum Tier..3).1 P.roject.Title::r[[ pie water 3 Report4ate. U8/•U3/2Z Data:fiteriame: Page S.ofIO d F441idi'-, 1�ij Ctl Cori Inotions'-': '41 a ue,,,, ,.. 9 V. Re Automatic or gravity dampers qu,I re m- e nt will-b e m et amplies -[tK11jz; installed on all*outdoor air Intakes and exhausts. o serva t,'Ob ble. %Additional C-ommepts/Assumptions- I'LINghimp-ad yjMedium>lmpact(Tier. ,tmpact,,(Ter 3),.' Project Title:,ripple-water.3 Report date: 0=3/22' Data:fjlename: Page.6.of1O.. 5eetion" , ,F PlansuVeri ied s, �+ e•" ristiIationalns ecti:an f field r�fi8 .. 1?_ "Ca rii lies?`°-.,;..`-,'Co i�smentsI sum 'bons`, :Value. :';1/al�ie PA Yc h st I _t n at ed'insulation'islabeted- r'0 m 'lies. 'Requirement.with'be:met: [IN,13j2 or the,!nstalled.R-valu es. - ;LJpaes IVot provided'. ; 3 } f t �N.ot Observable: I ' Not Applicable 402.1.1, ;Floor insulation R-value. R- R-' tClCom,plies, See..the Envelope Assemblies 402.2.E ;;0. Wood ;[;.Wood: f Does,'Not ;table for values.. {IN1}l Steel:[]. ;'Er.Steeh UNot4bservabl'e•.; , UNot Applicable 303:2, Tloor'Insulation,installed .er ='{` ;. :.` _ ;'LlCam 'lies: 'Requirement.will be met, 402:2.8 :manufacturer's instructions'and p 13Does-'Not. [iN2}1 ;.in substantial contact with-the• w underslde•:of the subfloor,-or floor, E]Nat.Qbse€vabfe. rariing cavity insulation is in ' ONot Applicabte, contact.with_the-top.side,of i t, sheathing,•or continuous ''irrsulatiirn;is.installed:o,nthe underside.of,floor,framing,.and ?extends.from,the-bottomto•the 'top of,altperimeter floor framing '-members, s' - 402.:1.1, ;'Vllallinsulation'R-value.lfthis'is a.l "R- R ',0Comp"lies- ;see,the Envelope,Assemblie.,. 402.2.5, ;mass wall with-at:least Ila of the:. :Wood- ;,[ Woad hoes Nat ,table,for-values. •402.2.6 �walHrisulation.on the Wall [IN3}I ;exterior,.ttte..exterior insulation ;Q Mass 'El mass pNot,Qbservable,, 49- requirement appties-{FR10). Steel Q Steel T INot Applicable. t 303.2 Watt:insulationis insta"Iled er .''_;> :'I]Com lies p �;:,:' - ,F��' ;,`�Mk� _ r __ p ;Requirement wil.t.be met' IN4 manufactacar s.dnstruetions.. �' ;;'i•- ;t - ;° ❑ `[ � i goes Not F.• t t , l 3 �NotObservable, - f(;_- , Not-Applicable Additional Comments/Assumptions: 1 HighAmpact(Tier 1) 2'f`:Medium:impact.(Tier.2) Low.4mpactd3ier 3) Project Ttle: ripple water 3 Report.'date:.: 08/03/22: Data filename. 'Page 7-of10` :.ses�ion�:., ' •Ptaris Verified•'; '''Fiefd'�lerified �` :# ;:Fin®1`.liispectton Pr`ov�ssons '` CarlipHo Coirnme hi ntslAwiii ions &Req:1D. l` 'Yalue4 - 402,1.1, Celling-insulation.R-value.. R- ' 'R- ' Complies. :See the Enve/ope.Assemblies 40.2.2.1, Wbod , ,Kzod ID:Does'Mbt tab(e:fflr==.values. 402.2.2, � � 402.2.E Q:`Steel: �,=5teeb ,11NotObservable: [fll.)1 []Not-Applicable - ='s"` '°s-?'t '' ;: - < =`s.l]Gfom Iles. 1 Requirement will,be met,, 303.L'Ll,:Ceiting.•insulatinn installed,per. €� q 303:2 =manufaeturer's instructions. EDaes N6t 1 Blown.insut'ation mar' ked'every _ -= "3.00 fr. `N" hA �Not,observable . =aL]Not Appii able 4D2,2:3';=..�Ven % "Requirement will be metth•air: ermeable `,EJcomPlies• jF1221z insutatiorF includebaf#le adjacent. ,1 'Does.,Not: to soffit and.'eave vents that r �QNot Observable s extends over•_insulation. 402{2:4 ` 'Attic•access hatth'and door R- R- ocomp-lies -.1Requirementwill`be met. [Fi311 ;rinsutation..:a�R-value=of th.e• UDoesNdt. adjacent.assemb.ly-' t Nat Observable.. ii]Not Applicable 4.02.4.1.2 ;,Blower.door:test•.;@,50.Pa. <-5 ;ACH 30= ACH 50 OComplies !.Requirement will:be met. IF11712 ,,a'ch4n Cfimate Zone's` -2,and !E]Does.Not. <=3,ath.In..Climate_Zones 3-8& ,L]Not E3bservab}e ; ']Not.Applicable 403.3.3 Ducts are pressure:tested:.to cfm/100' cfm'/.100 "[]Compiles Requirement will be met: [FI2,711 .determine air leakagemith ftz ftz C3D•oes•Not ;either..•=Rough-in test:Tdtal' '"leakage-measured=with-a ',QNnt.Qbservahle: EI pressure differential of 0.1 inch Not Applicable w:g.across the system'Including' the manufacturer's air handler enclosure cif installed at time of test.`Postconstruction:test:Tbtal ; leakage.measured with a ,pressure differential of 9.1 inch - w.g.across the entire,system:,. including;the mandfacturef's air handler enclosure. 403.3A Ducttighfiness test 1result of<=4 cfim7'10D °cfmfloo . 'oComplies Requirement will be met. [FI411 :Cfm1100-ft2-across the system or ftz ftz 'ElDoes:Ncit <=_3.cfm/.1.0.0-ft2 without air handier @ 25 Pa..'For roughs in ,ONot;•Qbservable: tests,.verification may need to IINdt Applicable occur.during Framing Inspection. 403.3.2.1 Air-handler1eaka.9 a`designated. >Tl` ^ ' - 10.Complies Requiremerit.wili.'be met- jF1247? ;by manufacturer at<=2%:of 3, t ' as {�71]oes:Not design,air,flow. � Not:G]bservabie.: .,r• -: ; :.r_.:;: r, u" me t will:be met.. 403,11 ��•Prograinmabte:.thermostats � ri �. rClGamplies Req are . n -A installed for.control of-primary. aDoes Not. . Y heating and.'eooling:systems and INot Observable .:initially set.by.manufacturer-to s _ code specifications:. UNet.Api�licabte :403 1 2 •Heat pump thermostat irrstalled `._: _t 4 ' flComplies Requirement will be met. j [l 110]?` _ on.heat:pumps. ;DDciesiNnt �Not:O.bservabte. r: '. ONotApplicable 403 5 1 iCircu(ating-5enrfee-hot,water k dCompl(es :Requirement•wiltbe-met z,:. :;_ K O [FI111., systems have automatic.or r DoesNot accessiblemanual controls. Tot`flbsetvat3le Not Apglicatile ] Flighlinpact-gier.1) „,2`' Medii►m,impact-:(Ti er2:p . Cow lmpact.ETier.3) Project Title: ripple water..3 Report_date.: 08/03l22` Data•filename: 'Page-B of10- 6 �d' 1� 13e:cti6 ii�ov ,'Co o'V a ue U Requirement wiff'be:met.,493,,.64�,f,'Z,All mechanical.ventilation �y tem,�,' fans,ant pa,ftoftested,,andlisted- HVAC meet-efficacy E]NcJt Observable' -equipment mee n airf d' I lowlimits.perTabie d R403.,5.3. ONotApplicabte - .�4 Hot water oilers sup Requirement will,be met. plying-heat, T., P��,,-,--A.,-Ahrough one-ortworpipe- eatinig. Not .�,i systems haveoutdia or.setback•, -controlto-tower boiler water flNot-Observable 'Aemperature based on outdoor Not Applicable terrkperature. circulation systems DCO mplies :Requirement wit[be-met. a circulation-pump.The ElDoes Not. 'kisystem return pipe is a,dedica dedicated t [)Not.Observable �return.pipe or a cold-water supply, y _Apipe.'GraVity and thermos- Nbt ble Applita -osyphon',circulation systems-are not present.Controls for circulating hot water system ff pumps start thepump-withsignak forbotwater demand within the occupancy.Controls rautom tj r�a cally:,turn ffthe,,,pump ,when water is in circulation loop. atset=pcinttemperature.and-. -no demandufor-hot--water-exists. -.,heattrace systems -,�,"�v'JOCOM. Olies tRequiremen't-wilibe-,met. 403,511'. f0fig -comply with-IEEE 515.1-or UL A ?.,..:©Does Not 1515.Co ritrd1s;autornatic-ttly input to.the []Not Observable. l ' adjust the ener gy.heat tracing to maintain the 'Elmot-Applicabte ' d esk edwaterltemraturein-the.pe Demand-recirculation water 403-t��-I` -1 .ties Requirement will,be met. hat- 30'F' systerns-ha .0#1 ve controls't D s Not oe manage operation,ofthe:pump, E]Not'Observable. and limit the temperature dfthe !cable -:water-entering the cdlcl�:Water- )11MctAppI ,-pipingto<='1049F. 4.03.5..4i"�". Drain..water heatre 'Requirement will.be.,met coveryunits 2tested in accordance with-05A 116oes-Not 1355.1.:Potable water-side preSSUre loss of drain water heat QNot Observable 'recovery units < 3:*psi:for DNotApolicable individual units connected to one ,j or two showers.Potable water- Aside re r,:'ssure,loss.df dMin water units<2,,,pskfor 4im individual units connected to "�three,or more-showers. --_-,,:40C-omplies Requirement will,be met. 404.1 90%or more of permanent ifttures.bave htoh-efficaqy,lamps.JF16]1 oes Not []Not Observable " '.e ;_'�"-' _ iQNot Applicable- , . 404.1.1 �Fuel-gas lighting systems have DComplies Requirement-wiff be,met.. 3 inu p' I , Does [F123P;:" -'3-nocont7 continuous flot.light. 'Nat ON61:'Observabte E]NotApplicable DComplies i Reqiffrement.wiff bemet- 4 Compliance,certificate.posted. ]2 'QDJDes Not ,.ONot Observable pollc4ble Higb p a c t.(T ie r-1 - J.,a-._J1ow,lm'pact.(T1er.3) [M edlij m.Impa ct.(.Tier 2) ,Project Title. ripple water.3 Report-date: -08/03/22 Data flename, Page.9 of-.10.' Ci F i h a I n i 6 iicti O'n Pr"ov"!s"I on 5, .. Re - -,- - , 1 Value gl 3013 "'::Manufacturer manuals for w ,Ucomp lies 'Requirement wilt be met. ethanical,'.and%water..',heatI ng __JDaes.Not sys tems have been prGv.11ded- F EINot-Observable ONot Appllcabte- Additional Comments/Aspumpffiow. I LHighAmpact lfrier 1) edium.-Impact;(Tler 2) J.1,3-,JID-wlmpact,(Tier 3) Project Title: fl'ole water"' Report,date: 08/03/22 , Data filenarne., Page IG of 10 2018 IECC Energy Af 'Effici-en-cy Certificate Above-Grade Wall. 21.00 'Below=Grade Wall MOO Floor 30.00 Ceiling f Roof- 30:00° D.uctwor..k,(unconditioned spaces); Door Rating LI-Factor SHGC Window. 0..30 0.3.0:. ':Door 0.30 0.30 CoolingHeating & Heating SSysbwn; Cooling System: Water .Hea#er Name: Date.- Comments I I S.C.T.M.# DISTRICT 1000 SECTION 76 BLOCK 1 LOT 15.5 #R-21-2281 DWELLING DWELLING I W/PUBLIC WATER W/PUBUC WATER IDD 150' DWELLING W/PUBUC WATER I l 150' I .1W Nb LLS' %S 48050'27"E _ 10'ELE WATER ONE EA EMENi_L 166.7E S l — G�EASEMENT lh -1 -A O- DS R?A\Cc, O b P 2,.Oc ' nEv.15.6 w b 11PROPOSED SOIL �I r \�O C I VAC4Ni .STOCK PILE AREA \ I / 0 'I i 95 0 DRY WELL J RMiy 5 - r 8'DIAx5'OEEP CELLAR ENT. 8 10ai C 4 P U13 .CAL Z'0, C. y W w0�W�3 /4 BEDROOM EEPt L.P. I 3 - (2)8'D1A.25 DEEPT L.P. 1,250 GAL S.T. 9.B' 41.0' w H4 Jo 7.8'- (14.5) PRPP.WATER A LINE 3 ' �ooa rc y.�' I 4; 7. ' .2' 63.9' o= ,�.e�DI_Axs �E DI wz� 9'' wcA 1 /0 II w33 curia' \�% .CYL �'x I0.3' DWELLING Y (I6.5) / 0 W/PUBUC WATER 6 M.C�UTI TES 150' - pLu PR0-./7R:V_//AY j 3l,0 I DWELLINGS 9 U W M DRY WELL � U �rI I W/PUBUC WATER 8'DIAxS'DEEPI 1 i' ,0-9e I 1E��. 15D' z `� 14.0) (14.0) b i \ �s I DRY WELL 31� w..unw 'RDwmH. y ice, 8'DIAx4'DEEP I Q In II m.a wsno I _ `EN-E y�I _-_N48O50'30"IW 162.75' 'II AA � DWELLING 150' W/PUBUC WATER 150' AA' I TYPICAL CLEAN OUT IWI= SLATE ORSTOPPER END ArER SUITABL%OR PLUGOELEV.15.6 N OL DR BROWN Dr LWI DL BROWN �mmb�mm0 OY lOW FLOWS 13.t• BRIT. sA�'nFD SP _4. 10'minLTY Lu�iayr�n y9R0Y/R SAND 8'D;.. roeiP ee B.ro�N A. HIGHEST EXP.2.5i NE 0 V Mo.SAND WATER EL l.fi— WATER IN —12.5' $� MAIN BAYVIEW ROAD SP f�NC TD YED.sANo Q y YCDONND GEOSOENGE REVISED PLANS APPROVED-7/23/2022 DIE WATER SUPPLY,WELLS;DRYORLS ANDOESSPOU l LOCA80.VS SHOWN ARE FROM RELD 08SERVA TIONS PERMIT EXPIRES-5/10/2025 AND OR DATA OBIATNED FROM OMERS EXCAVATION INSPECTION REQUIRED —BENDS NOT PERMITTED ON SEPTIC TANK INLET NAVO88 AREA:30,646.98 SOFT. DF 0.70 ACRES ELEYARON OANY: FOR.SANITARY.SYSTEM LINE(S)ON NEWCONSTRUCTION— uNAN]OF J ALI£RC I aR RWI-'R IM5 SURVEY IS A NOT (—I SECOW 1209 OF MF N£W ra STA 7F EOUCARON{AW, ttwiEs of mrs suRrEr NAP NOI IHC PIO IHF LAND OII INE 'S EMBOSSED SEAL SHALL NOT IS BEHALF YYO I C BE A VALID TAUS COPY. DUAL ANIEES AAKI LED NERCDV SHALL RUN BY HEALTH DEPARTMENT DRAINAGE CALCULATIONS: I',—'Lai AAIDYTOO°RiHr""SSIONEFS ME L£NW I mmm�dAN1f ARANI£E5�c mTT NANA�R�g{[YERNMCNML AOE1vCY ANO LCNWNG INSnNnON INE OfFSET5 OR DmENDONS SHOW HLRECH FRON THE PROPERTY LMES m THE STRUCTURES ARE FOR A SPEGOC PURPpSC AND USE INERLFORE WY ARE NOT/NRWOLU TO NIWUNENI RYE PROPERTY-n OR"I LYAOE III"£RECnLN OF FaVFf$AODIROHAL SniKNR£S LR AND OMER IMPROl4MCNR EAS£NENlS - DWELLING W/CCVEREO PORCHES k GARAGE-J840 BY ANO/DP SUBSURFACE SIRUCNRE5 RECOROED OR uNRCCf t,ARE NOIWmANIm,tm M PHmGour EM 6Vf CN M£PREI"SES AT ME nYF O`SURw,' 3840 a 0.16fi-638 OF SUfFOII(COUNTY DEPARTM1EM OF HEALTH SERVICES wR\cr rs:DESCRIBED PROPERN PERMIT FOR APPROVAL OF CONSTRUCTION FORA (J)8'DIA x 5'DEEP DflTWELL=666c1 PROVIDED N F NEW A CERTIFIED T0: ESTEVES HOLDING CORP' AP-SHOWN AS LOT 3 OF RERF SOUTHOLD PLAT YAd Ou SINGLE FAMILY RESmEACE ONLY 105 . D 66-175 . 1050 S.F. AS PLANNING APPROVED BY TOWN OF SOUlHOLD 1050 x 0.ififi�1]5 C.F RLED: PLANNING DEPT. (1)B'DV x 4'DEEP ORYWELL-777cl PROVICED YAJATEO AT:SCUTHOLD DATE 111 rz 2 H.S.5q.NO. R 21 T81 TOWN OF:SOUTHOLD n a EENNETH H WOYCHUE IAND SURVEYING,PLLC APPROVED SUFFOLK COUNTY,NEW YCRK u Psbesz PFeteeel Lena Surveying 15 Design FOR Mnx—OF 4 BPDPDOMS REVISED 05-01-2022 D P.O.BRx 153 Aquebogue,Neer Yerk 11931 EXPIRES THREE YEARSFROM DATE OF APPROVAL REVISED 04-07-2022 1 RLE E221-728 scALE 1"=20' DATE:JUKE 26, 2021 12 1 111—Iesl)20-I6ee FAx(esl)zee-Isee N.Y.S OSC.NQ 050B APPROVED AS NOTED PLUMBER CFf?TIFICATION DATE: B.P.# ON-LEAD CONTENT BEFORF 3 s BY: CERTIFICATE OF OCCUPANT FEE: . NOTIFY BUILDING DEPARTMENT AT SOLDER-USED IN WATER 765=1802 8 AM TO 4 PM FOR THE SUPPLY SYSTEM CANNO FOLLOWING INSPECTIONS: EXCEED 21,10 OF 1% LEAD• 1. FOUNDATION.- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3-. INSULATION 4. FINAL CONSTRICTION MUST PLUMING:"- BE COMPLETE FOR C.O. :ALL PLUMBING WASTE: , ALL CONSTRUCTICN SHALL MEET THE WPTER.LINES NEE[),:-,, REQUIREMENTS OF THE CODES OF NEW tr . . ,ING$ �4l ir�oRrlv6 YORK STATE: NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED AS REQUIPED AND CONDITIONS OF gOJTN0(.P TOWN PLAN BOARD DO NOT PROCEED.WITH,-; STEES FRAMING UNTIL SUflu11Fn:-; OF FOUNDATION; - It C iTIQ . .HAS,BEEN,APPOVED;, Blower door OCCUPANCY OR and ductwork testing required. USE; IS. UNLAW.FU, WITHOUT CE,RTIFICK' Must provide Manuals 7F OCCUPANCY n, J and s as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 Installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code GENERAL CONSTRUCTION MOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE p Y Y q pp• g p pp y LIVE DEAD BASED ON TABLE R602.3 1 NAILING SCHEDULE _ as adopted b New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately MINIMUM USE LOAD LOAD ( ) Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 DESCRIPTION NUMBER AND TYP SPACING AND 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING • drawings WHETHER the are indicated on the Plans or NOT. until the first floor framing is in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 9 Y 9 P Bidet 1-14 )4-8d BOX 21/2" OR Additions,Alterations &Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-112") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. 1-1/2 4 Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food Waste disposer) RAFTER HEEL JOINT 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (W) OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. LavatoryRooms other than sleeping rooms 40 10 P 9 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) I I OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. FIOW rate' Stairs 40 20 7 4-16d OR ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 20. All window and door headers to be 2-200 unless noted otherwise. 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 203-16d BOX OR of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml507 STRUCTURAL MEMBERS DEFLECTION More than 25.8 gpm up to 55.6 gpm 4 16d COMMON TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3112 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content b volume and have 10 BUILT-UP HEADER 5-8d "x (2-1/) 16"O.C. FACE NAIL ALONG EDGES W p y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors L/3so s-sd Box(z-1/2"xo.113") an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All other structural memebers OR 4-8d COMMON garage p p the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING - GARAGE SEPARATION L/240 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL zt ' ' R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8 16d COMMON(3-1/2") FACE NAIL 2 EACH SIDE OF END I..0 the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN1/2"- TH -INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box(3-112") JOIST(MIN OF SPLICE LENGTH Q q p p g EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) _ Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL C'O required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 OR BLOCKING(NOTAT BRACED WA!L) 16 Box(3-1/2") 12"O.C. FACE NAIL R404.1.2(9). BOARD L=span length, H=span height W All CO alarms shall be connected to the lighting circuit with no intervening wall BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-15d BOX 3 EACH 16"O.C.FACE NAIL I I ' 9 9 g USED FOR SEPARATION SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 15 OR BLOCKING AT BRACED WALL PANELS 2-16d COMMON 2 EACH 16"O.C.FACE NAIL �'+'� Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 ( ) located at the centerline of the;wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 3-16d Box Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL 0 to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF W End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLAT 3-10d BOX �j O ES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL co R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8 1 &R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d Box O W ( } 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON 0- J wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT O W Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 (�[NUMBER OF 16D COMMON NAILS 4-8d BOX 1 O 3-8d COMMON 0- �/ cn 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 21 JOISTTOSILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL Framinglumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST IO BLOCKING TO SILL OR TOP ad COMMON 6"O.C.TOE NAIL p g TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 1Dd BOX Min. Fb for dimensional lumber=850 psi, as per Table R905.2.4.1 of the NYS Residential Code. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX En o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with aminimum- 2-8d COMMON EACH END Q o E.N 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL m >� m m °1 o `on° m q 9 9 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 3-16d COMMON s r P Y p Type Less than or less than or less than or w w- € a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. 9: 12 16"O.C. 3 4 4 5 6 o c = A equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON ,w - o = or stainless steel. 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL c c Z a o c m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX 2 o N rn o o �, c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw 4-10d BOX =�'°' o ° °o " M 16 inches 10 inches $ Inches 26 BAND OR RIM JOIST TO JOIST PER JOIST m o._ o a u; L Y shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceilingassemblies based anchor with 3-16d COMMON `o 5 Y S Y &attics shall have a flame spread index<25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2 inch embedment BOTTOM OF THE ATTIC SPACE, FOR CEILING JOISTS •- 3 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc" shalt be N E c o o c o LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a w ° 3 L c c 3 m lenght STAGGERED ON OPPOSITE SIDES o o a � o c a-� installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: �, a� _ a y 4-16d BOX �' " c c ` v; o� `,c Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index s 450 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL L r'_ - m 0 3 o E H e / H r 3-16d COMMON n "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 9 inches HEEL JOINT FACTOR _ o o o- 0 o M 0 "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 21Dd BOX(3") ORo`m ° E c E aim• c °' 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL L m 5= E o a "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 1 / 3 1.5 ( ) E _'- S 2-Sd COMMON 2-1/2P' 28, SWIMMING POOLS. Shall conform to Section R326 lenght z O 10, R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, c rE L N rn ¢-o m - a, o a� a� fp j O� each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOt ^-ND INTERIOR WALL SHEATHING TO FRAMING AND ~ `o' `� `° ~ m E e = a shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 F.':TICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS DESCRIPTION OF NUMBER AND TYP Z A. Minimum net clear opening of 5.7 square feet. � b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS I OF FASTENER INTERMEDIATE ROOF SHEATHING Q A permanent certificate indicating the solar-read zone' and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES U) Except grade floor openings shall have a minimum net clear P 9 Y q 9 P SUPPORTS GABLE END WALL FRAMING opening this section shall be posted near the electrical panel or water heater by the builder. W p g of 5 square feet. TABLE 802.11 c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) B. Minimum net clear opening height shall be 24 inches. 30 3/8 �. "- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" U The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than W C. Minimum net clear opening width shall be 20". p p 2-1/2 inches from the edge of control block or concrete. _.J O W D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". g RAFTER ROOF EXPOSURE C 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" Z Z --I from the inside of the room Without use of keys or tools. d.Where screws are attached to masonry or masonry/stucco,they shall be attached SPACING SPAN FEET ULTIMATE WIND SPEED _l Z WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) "_ " 10d COMMON NAILS " Q an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 1-1/8 1-1/4 6 12 = 0 W Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH W U Q 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 Z 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" V (- EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 U) Z LL a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC 7" 7" W J stamped conditioning, i professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL 16"O.C. 12 FIBERBOARD SHEATHING ANSI/ 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). witthinhin 1 1 mile Areas within hurricane prone regions: Q. of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS, wind speed is 130 miles per hour or greater. 1 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrains shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS 16"O.C. 28 348 358 476 446 TABLE R602.3 3 the full length of the stair from a Dint direct) above the to riser of a flight �� A. EXCEPTION: TO RESIST WIND PRESSURES ( ) g p Y r g Imo- 6 DIAMETER -►I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximumspan to a point directly above the lowest riser of the flight. Handrails adjacent to "O.C. 32 427 398 529 496 a wall shall have a space of not be less than 1-1/2 i 16 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to WALL cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD NAIL SPACING and the handrail. see code for exceptions. Refer to Code for grip size specifications. �__- ~" 16"O.C. 36 469 438 538 547 STUD CONSTRUCTION TYPE Label all panels and store In a clean dry area of the house. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL „ Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELD 0 I", "11", III", "IV', OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING 12. GUARDS: R312 porches, balconies or raised floor surfaces located more than 30' �' ,� N W above the floor or grade below shall have a railing not less than 36 inches ; 1 s"O.C. 48 5s9 559 745 697 6d COMMON NAIL N 1-- in height. Railings shall have To rails and Balusters and Bottom rails that are a` 2.5"x 0113") 1.50 INCH 24/0 7/16 OR 1/2" 16" O.C. 6" 12" g g p / REFLECTIVE RED ( N 0 NO MORE THAN 4 INCHES,APART. EXCEPT: the triangular openings formed PANTONE R z by the riser,tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL C (A are permitted to be of such a size that a 6 inch sphere cannot pass through. 1 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" 1 (2.5"X 0131") 0 Q Open sides of stairs with a total rise of more than 30 inches above the floor or ,.v_,. DESIGN CRITERIA TABLE 507.9.1.3(1) f j W grade below shall have guards not less than 34 inches in height measured �" r DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 Cl) LU vertically from the nosing of the treads. REFLECTIVE _ # Winds speed: 140 W U WHITE FIELD p JOIST SPAN Q No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Q to 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS P P DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS opening is located LESS than 24 inches above the finished floor and GREATER r' /~ 7/16" min. structural plywood Mean Roof Ht 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING than 72 inches above the finished grade or other surface below on the exterior �..,. ... 1/2"DIA.LAG SCREW " g -�► �--- Panel, Attached to Roof pitch: per plan 30" 23' 18" 15 „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS of the building,the window must be provided with a window opening control device &1/2"MAX.SHEATHING 1/2 that compiles with R312.2.2 Window Opening Control Devices. DESIGNATION FOR STRUCTURAL �� Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" COMPONENTS THAT ARE OF 1/2 Bldg WI 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 g Width Per plan 36" 36" 34" 29" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE bld aspect ratio: 3:1 &1l2"MAX. SHEATHING 518 of the residential code g p WALL EITHER DIRECTION 16"O.C. 7" 12" accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING 2'l"TO 14' 14'l"TO l6' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR installed per R302.12 thru R302,12,1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) "R" ROOF FRAMING 5/8„ GARAGE CEILING 16"O.C. 6" 6" ESC NT DRYWALL SCREWS. 1/2"DIA.LAG SCREW BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH Fireblocking materials R302.11.1 shall be as follows: &1/2'MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTICN R702.3.5.1 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board WINDOW UNIT 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,Halls for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS &1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for N with the 10 foot horizontal fireblocking in walls constructed using parallel LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) P-. UL 263,for the specific applications V M Applicant shall provide engineered wood placard Ov on or adjacent to electrical meter box for field inspection. U Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL 4OF FOUNDATION MATERIALS Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL > M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel M �3 tiq .0 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection "�� Sand, silty sand, clayey sand, silty gravel and clayey gravel 03 (SW, SP, SM, S GM and GC) 2,000 psfD R� ,.,/ o J O� G Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN L� L7 SPECIAL SEISMIC �L;;g GROUND SPEED TOPOGRAPHIC BORNE FROST SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP r t3,t� are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH I-,E1� � "r �0?t ��, determined by a soils investigation. M MODERATE �..� � 20 LBS 130 NO NO NO B SEVERE 31-01 TO HEAVY 11 YES NO 1500 or less 52.1 BI ill DIU-,DFIl M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NYj The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS WIND SPEED was determined from ASCE 7-16 figure26.5-1B Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) (. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS ° TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED c __ ._.__.._._-.., Side Elevation Q N F) ° 0_3= ° ° ° ° fasten king stud to header with CONT.IN000S RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ° . 6-16d sinker nails • _ _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING ° ° ° ° shall occur at top of wall • • • • R OR END JOIST ABOVE - - - - n - - - - - - PER TABLE R602.3(3)-FASTENERS 6 OF BRACED WALL PANEL MEMBER DIRECTLY ABO @ 16"OC ALONG ° , ,I hI I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL °°_ ° ° ° ° fasten top late sinker header with Header shall be Top plate continuity is ° two rows of 16d sinker nails @ 3"o.c. - •I I•I LI PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 . 2-16d NAILS EACH SIDE kin stud with continuously sheated VARIES BY FASTENERS v 9 Braced wall line Minimum 40001b header to ack-stud 6-16d sinker nails t N with 1/2"wood .I ICI I I METHOD CS WSP: x o Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I'I �� m structural panels AS PER TABLE R602.3(3) T a w I° pattern as shown and 3 in.o.c.in all framing(studs and sills) ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS - rn I I I WITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C,ALONG @ m c Minimum 40001b header-to-jack stud strap ° @ BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER m .I (0.131 X 2.5"LONG) BRACED WALL PANEL o ;° on both side of opening opposite side of Panel splice edges shall occur over BRACED WALL PANEL .l AT 6"O.C.ON EDGE AND 12" O.C. o L sheathing and be nailed to common blocking IN FIELD BRACED WALL PANEL �' ° Min.Double 2x4 framing covered with minimum — -- within the middle 24"of the portal- I' BRACED WALL PANEL x a ° g --- BRACED WALL PANEL BRACED WALL PANEL r --T 1/2"thick wood structural panel sheathing - - leg height. One row of 3"o.c.nailing BRACED WALL PANEL g ° °i° P 9 F— BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG r ° (studs,blocking,and sills)typical if needed I•I 3-16d @ 16"OC ALONG i 0 1 I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH @ j 2'to 18'(finished width) Min Double 2x4 or I• BRACED WALL PANEL 3-16d 16"OC ALONG @ W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER I' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural J. SHEATHING per Table R602.10.5 panel sheathing _ CONTINUOUS RIM OR Min double 2 x post J - - - - - - = a: CONTINUOUS RIM OR 'I • I'I •� \ END JOIST ° No.of jack studs per >Q I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min. (2)2x4 typ• Table R602.7(1&2) > •I I�I OVER AND BE FASTENED TO COMMON STUDS. ° °I °I Min.(2)1/2"Diameter anchors HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE ° --' `""—"' ai' a ° installed per section R403.1.6 I• I h ) " " " WALLS PANELS SHALL OCCUR OVER with 2 x 2 x 3116 plate washer W INTERIOR I,I I, AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING SPACING THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING U I I I I I I' AGAINETTHE OUTSIDE SHEATHING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I•I I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W •I I'I I'I I 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 0 ;I I•I I•I I; — C'7 •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to �/ BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing W L1_ Z - 1 g °I° nail sole plate •,_ _ - _ i, _ _ _ 1•,_�_ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common nials o;o to joist per Band or Rim joistwi o, °i° ZRimJoist to joist per W • • • EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.To an PERPENDICULAR TO FLOOR/CEILING p Sub-Floor nailing sched. i _ _ 8D common nials nailing sched. PANEL JOINT Bottom - - - at 3"D.C.To and ---� °° FRAMING o - p ,o o° (� FRAMING ° ° ° ° Rim Joist Bottom /per Plans W Q FASTENING REQUIRE=MENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° ��Holdowns nchor Bolts and BRACED WALL PANEL AS PER 1 TABLE R602.3. 3 2 perplans �� 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 n _I 0 CEILING OR fy- — O FLOOR JOIST DIRECTION Simpson � 1-1/4" gals. x 20 gage �- Conner or Rafter Were the distance is SIMPSON H2A nails in each end at each rafter. ENDWALL—► ENDWALL Connector coil strap with (5) 8d common r I between 9-1/4"to 15-1/4" at each Rafter. With FLOOR AND CEILING JOISTS E MENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o `° N Cn AFStrapping _ braced wall panels „ „ °6 &t ° 2 o (J�CIISTS- SEE PLANS PROVIDE@STRUCTURAL RIDGESat Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field Each Rafter on Each side -° z o R 2 „ �, ° w�_ E - L Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o - 2 � E L o C ,, plywood sheathing °� Scheduleof Ridge to have a Simpson c o L o o r , o BLOCKING f shall have Solid Blocking TYPICAL @ all Plywood Joints Wg- LSSR skewable hanger. __� �� T �-- iv-�� ° AT 4 OC SIMPSON H2A � � c, U 2 10 °L 8 m 2.0 oa0'3 ui uY YS IN Y I1 N t/1 2 C O M d 0-n D C 3 BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil =y•� 3 .� 3 ° rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails '�� c a ° iu h =m plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° •� �, N N — °'' SECTION A-A .1 in each end. catch jack studs ° _ _ °= o >_ along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks ° ''® t a= _ _ `� 0 3 `° Corner Holdowns and window or door Header. "� '• _ ° o o �° Refer to plans panel. Less than ° ° �i; U ° o N� u for locations Typical each side and ALL Gable End Wall �, r �, @ _= E ° END WALL BLOCKING DETAIL iv IL or Equal � I; �� z.= ¢� �� if required windows and doors. , • � ` m u o L v, FOR FLOOR AND CEILING BRACING — to 12" ` _ _.0 _ _ N ° F- u u, to aT t- m E a=_o a RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill StrappingJACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on BLOCKING AND CONNECTIONS;SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R602.3(1) EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS �/� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS R602.4.6 v) AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ZZ 7 '^ PER NAILING SCHEDULE. LOCATED IN THE UPPER THIRD v J 4 5 N.T.S. 6 7 Q OF THE ATTIC SPACE AND ATTACHED J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE Q �.L TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED, EACH END Q n Q CONTINUOUS FLASHING < f EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J UJ PAST JOIST HANGER GREATER THAN DECK JOIST AND O �- 0 NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC -~ °` i U'^) ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT Z vJ FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" Min see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR OUTER THIRD tip of lag screw shall fully extend beyond BEARING WALL OF SPAN ONLY TIMBER TECH I I TIMBER TECH- I I _RAILING POST, the inside face of the band joist. "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER � SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POST TO CONCRETE BRACKET ATTACHED PER ATTACHED PER GALV.DECK HANGER SIDE COVER 2"MINIMUM NOTCH GREATER CLEAR MANUF.SPEC]FICATIO I i MANUF.SPECIFICATIO I i SIMPSON LUS26 @ 2X6 THAN 50 III 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 _ 2 1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S L THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 1/4 JOIST 0 I I JOIST W/ DEPTH MAX METAL TIE FASTENED ACROSS AND , . CONNECTOR SCREW IN. � 1l6 JOIST 11 Q 1/2"DIA.GALV BOLTS W/ _ - - 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE Use 1-1/4 Metal ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. W 2"MIN. --LOCK WASHERS. -` WITH TABLE R507.2 NOTCH WITH 8-10D NAILS EACH SIDE 1/3 JOIST N EPDXY ANCHORING ADHESIVE FOR DEPTH, MAX. 11 Coil Strap 20 Gage No O 2-1/2"1V11N. 2 X JOIST O SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD 12 Min (5) 8d common nails N z 5 MAX. o ; 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z_ MECHANICAL ANCHORS;SIMPSON MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR in EACH END at C4cn I AND TWO WITHIN 24"OF EACH END OF DECK TOP PLATES Solid sawn joist and rafter o EACH Stud. I.- o Q 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST �� OR M 14"DIA.CAST-IN-PLACE PIPE 8d @ 6" oc Along LU_ w THRU BOLTS BLOCKING FOOTINGS MUST CONCRETE FOOTING, DOWN notching and boring limits. J TO VIRGIN SOIL .:7Braced Wall Panel () LU Q SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SIDS SCREWS BEAR ON W U W/WASHERS OVER BEAM SIMPSON BC (MIN 36"BELOW GRADE) NTS FIGURE R602.10.8 1 BETWEEN EACH POST GIRDER : ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) Q � � JOIST CONNECTOR OF EACH END OF DET LESS THAN(2) CK: WITHIN 24" SOIL WALL TO WALL STRAP MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION (CD PORCHES & DECKS FIGURE R602.6.1 1 O DECK / GIRDER & RAILING DETAIL 11 R507 EXTERIOR DECKS OR HEADER NTS TOP PLATE FRAMING TO SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG r� WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4" x 20 gage G-185 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 � SEE TABLE Hot Dipped Galvanized Strap ot Dippe Hd Galvanized Strap Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with /5 8d common nails DECK STAIR 507.9.1.3(2) Z FASTENERS at each stud at each stud TOP PLATES TOP PLATES Strap may be attached OVER N� IN 2 ROWS at each stud the plywood OR directly to Strap may be attached OVER Strap may be attached OVER © © OO o 5.5"MIN FOR 2X8* Studs. the plywood OR directly to the plywood OR directly to w T6.5"MIN FOR 2X10 Studs. STUD BORED HOLE MAX. STUD 5"MAX O O o 7.5"MIN FOR 2X12 _ Studs. GRADE [r'�I Q r�4 BORED HOLE MAX. DIAMETER 60% O O O O CV rap strap under sill DIAMETER 40% (PERCENT)OF STUD Ir- and attach to sill plates ° `; � � '� M (PERCENT)OF 0 DEPTH 0 BLOCK SOLID 3 11 IP -16d @ 16 oc Along o o ° I o STUD DEPTH I I `°- BETWEEN JOISTS cV z -d bA .� 2"MIN _ a .. 5/8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. LAG SCREW OR THRU-BOLT Braced Wall Panel - TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD L3/4"MIN - - ° ° . 2 N ° F-��1 =III=III : - FIGURE R602.10.8(1) Q 1�-�I T3 NOTCH MUST NOT I I-III=Ili ° ° N D ^/ ct NOTCH MUST NOT EXCEED 25% EXCEED 40% =Ill • '; ' r (PERCENT)OF (PERCENT)OF STUD DEPTH 0 STUD DEPTH 0 x L QED A•RC, BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST- 4�AA o IF HOLE IS BETWI.EN c UNDER RISt � a NOT BE LOCATED IN STRAPPING " a0i(PERCENT) ND PER FIGURE R507.9.1.3 (1) 1 '; e j c18 -'► BORED HOLES SHALL THE SAME CROSS 60%(PERCENT)OF SECTION OF THE CUT Applies to Garage Wall and _ _ ° '�� . Wrap strap under sill •I - ., r NOT BE LOCATED IN STUD DEPTH THEN - - ' °. , " THE SAME CROSS OR NOTCH IN STUD TYPICAL STAIR FOOTI ET ' sruDMusreEDoueLe • DISTANCE CAN BE REDUCEDT04.5" =III=III -� and attach to sill lates 1-1/4" METAL ' SECTION OF THE CUT NO MORE THAN 1-WO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction =ul= I ° p N z ; OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF ARE DOUBLED -11i11 -� .', '• STRAPPING i .r AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS = - I` TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST �V easy WASHERS NOT PERMITTED) RAFTER FACE TYPICAL Nag^)mod' FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 16 WALLS AND BEARING WALLS NON-BEARING WALLS 17 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 2 Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the p Exterior Full Thick Insulation glued together MANUFACTURED LIGHT ENCLOSURE ceilingline way for access thin profile structural g g see plan w/ ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsto and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams g p support �� OF SEALANT subfloor behind tub ` _ Tub attic hatch - R-val Non-combustable sealant Base late prevent loose-fill Typical a ual to the ceilin Double Frame Attic blocking insulation from q 9 SUBFLOOR GLUED,CAULKED Sealed to`--fii� --..� Air Se I falling through Continuous exterior insulatio requiremen access opening Sealant or r, OR GASKETED TO RIM 1/4 structural sheathing floor Gasket g 9 wall g JOIST/RIM CLOSURE of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesives at perimeter and seams. solid blocking - Sealant _ OVER GASKER BSILL PLATE ALLED 1" min Rigid or rigid insulation Weatherstripping Seal stairs EXPANDING FOAM SEALANT Pre Fab Fire lace sealed around Adhl�sl Casing------ � �r p Insulation. Air Panel 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE installation m n Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs formanual finish w/ soffit material staircase attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL 0 PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING - 77- EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (a AIR BARRIER AT FOUNDATION DETAIL PREFAP FIREPLACE TO BAND JOISTS ` This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation F.•s!a Arr,r•sr.,{r C war ENERGY NOTES Eave baffle installed 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. W 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave "4�- � r �. 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. ".: V Table R402.4.1.1-.Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater) using the Manual "J" , "S" & "D" submitted at CO. vents. Baffle shall extend over Z energy efficiency program to exceed the energy efficiency required by this code. the top of the attic insulation W 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals "S" & "D" submitted at CO. /12 x CJ W/ INSULATION C'f efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS, COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W ry Z p 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Soffit See OR HERS RATER LLB General A continuous air barrier shall be installed Air- enneable insulation shall not be used as a sealingmaterial. and posted on a wall in the space where the furnace is located requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs ;shall be insulated with R-3 Minimum.degrees or< 55F degrees �'- de s Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F de g g SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. O 11. (R403.3.5) Building Cavities (Mandatory) (n Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior Wall O W sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs Cavity insulation All cavities in the thernnal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. e ° O installation CL density of the insulation shall be at the manufacturers'product P g P stems shall be in accordance with Section N1103.5.1.2.Heat trace tem erature maintenance s CL recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, P Y (� or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. ' each cavity. Batt type insulation will show no voids or gaps and PP party 9 (n maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE 4 rn The building shall be provided with ventilation that compiles with the requirements of 2 exists,the batt product will be cut to fit the remaining depth of the = E N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° m.0 exhausts shall have automatic or gravity dampers that close when the ventilationsystem o, ° a o shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y PY� - E t 2 °w test results shall be signed by the party conducting the test. is not operating. manufacturers specified density. Where faced batt is used,the a _ installation tabs must be stapled to the face of tine stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM i =o o � :n N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r , _ .; ° .0 m s no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN f.,.--r s a � o= .: N =-- 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ° ` ° 00 = Z5.2 lip installation o stapling tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Ri Id Foam or ACCORDANCE WITH ; f 1 a° Y �,� �, Y combustion air. Factory built fireplaces shall be listed and labeled P 9 9 ; , N >a a w ° equipment is used to provide whole-house mechanical ventilation the air handler shall be Wood Blocking HERS REPORT ~---�, 1 �' " � ` ° `�.N ° = a Insulation that upon installation readily conforms to available space accordingto UL 127. p 9 e --�'' ! , °'L C ° 3 L = _ 3 ° shall be installed fillip the entire cavityand within the manufacturers' powered by an electronically commutated motor. as backdam ' o o g a N w 8 w density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be TYP. ROOF CONST. - - Y ( rY)P 9 0-E rounded for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) y~-•�_ ; r ' t L = _5 N a o ,- 3 - P P g g Y P Y P Roof underlayment ,f i ° Er o 0 ° o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION i 1 J; f' _o o -° _ ° ceiling/soffit shall be aligned with the air barrier. Y P g ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg ' ` _ N = r� E ; ° N shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS h z E L ° _ 5 insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. `''' OR HERS RATER ti `"~ ►''� _" - - ¢ N = ° _ ° 12 sealed. 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency ; 3 V)M c M E L. o Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may,be cornpresscd at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ 1 ? wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see --' SEALANT in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs ,.F'" • ,� i a shall be sealed. 15. N1104.1 R404.1 Lighting equipment Mandato non-vented r� in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. ( ) 9 9 (Mandatory) ' I f h foundation sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the armanentl installed lighting fixtures shall r l:.-IL � ' '' � ` V Walls The junction o the o and p p� Y g g _ plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal c. t '! ~ ,, contain only high-efficacy lamps. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall co J J sealed. Knee walls shall be sealed. Exterior themnal envelope insulation for framed walls shall be See Const. Dwgs 2j _ installed in substantial contact and continuous alignment with the air Q < barrier. LLI Windows, skylights The space beitveenwindow/daorjambs MANUAL DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE Cn W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION � INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed'.edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75 (db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW perimeter floor framing embers. HEATING COOLING BULB OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 4E-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. N W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) o ~O taped. N z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW N <( shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. Cl)INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b ~ UJ uncond.tioned space shall be sealed. LLI RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW Z > Q 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION D LU AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT DEVICE CONFORM T4 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to I FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE Q U) KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR the correct density without any voids or gaps or Factor�n 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a. For system run time values between those given,the factors are Permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED r� determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING. SHALL FINISHED GRADE T�1 b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal H envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1TAB .OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW LE M1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or gaps or compression where cut to fit.Insulation that on REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE a •-' extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW r l TO MEET EGRESS R310.2.1 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate diem from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 c`"'k""`'�,_A Z fibs. (square feet) N1101.14 (R401.3) Certificate (Mandatory) Ln l� Electrical/plione The air barrier shall be installed behind electrical or Airflow in CFM ? M box on exterior wall comrmnnicationboxes or air scaled boxes shall be installed. ;. A permanent certificate shall be completed by the builder or other approved party and posted on a wall Ix r' to in the space where the furnace is located a utility room or an approved location inside the building. bA o 'E HVAC register HVAC register boots that penetrate building thermal < 1,500 30 45 60 75 90 x N Where located on an electricalpanel, the certificate shall not cover or obstruct the visibilityof the circuit boots envelope shall be sealed to the subfloor or drywall, directory label, service disconnect label or other required labels. The certificate shall indicate the A Concealed When required to be scaled,concealed fire sprinklers shall 1,501 - 3,000 45 GO 75 90 105 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components m sprinklers only be scaled in a manner that is recommended by the i manufacturer. Caulkingor other adhesive sealants shall not Rigid ,, v,,�,,,,,wi-,,, d„,,, such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; 3,001 - 4,500 60 75 90 105 120 '' �A. U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration and the results be used to fill voids between fire sprinkler cover plates and �!��.,"„!,��!,�i��+� �,I�,n��,l�� ^°• tt' � walls or ceilings. ti?cnmll"'R-5 ""e`'`'°'`' from an required ducts stem and buildingenvelope air leakage testing performed on the building. 4,501 - 6,000 75 90 105 120 135 y q y p g g p Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. p :� . covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6,001 - 7,500 90 1 os 120 135 150 Wall Access panel g g yp g, cooling and service water heating equipment. Where a gas-fired unvented room heater, ` Weatherstripping and insulation Detail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �< > 7,500 105 120 135 150 165 indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. electric furnaces and electric baseboard heaters. 89'-10" WINDOW WELL R310.2.3 25'-011 8'-0" 16'-1" 25'-811 15'-111 HORIZONTAL AREA SHALL BE lo MIN 9'-0"SQ FT.WITH A HORIZONTAL DIMENSION 8'-5'/2" 7'-7'/2" 24'-011 3'-9" 7'-811 T-811 OF MIN T-0"TO ALLOW FOR ol EMERGENCY ESCAPE AND RESCUE. LADDER SHALL BE PREMITTED TO ENCROACH LADDER&STEPS R310.2.3.1 BARS,GRILLES,COVERS R310.4 1 Oil 1 offOT MORE THAN 6"INTO WINDOW WELLS WITH A VERTICAL BARS,GRILLES,GRATES OR SIMILAR REQUIRED WINDOW WELL DEPTH GREATER THAN 44 INCHES DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE DEPTH. -- "-�--��-�--�---�----- '--------'-"'"-"-------"---'"-'-_"--""-_-- SHALL BE EQUIPPED WITH PERMANENTLY OPENINGS PROVIDED AS FOLLOWS:NET AFFIXED LADDER OR STEPS USABLE CLEAR OPENING SIZE COMPLYING WITH THE WINDOW IN THE FULL OPEN POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL BE RELEASABLE OR REMOVABLE ; ; STAIR TO BASEMENT INSIDE WIDTH OF AT LEAST 12 INCHES , , FROM THE INSIDE WITHOUT THE USE SHALL PROJECT AT LEAST 3 INCHES ' ' i i i _______________________ WOOD STAIR PER SECTION R311 OR OF A KEY,TOOL,SPECIAL KNOWLEDGE FROM THE WALL AND SHALL BE SPACED o , / - CAST-IN PLACE CONCRETE STAIR _ NOT MORE THAN 18 INCHES ON-CENTER OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OPERATION OF THE ; N 1 IN ACCORDANCE WITH CHAPTER 4 0 ------------ •- -• ' PROVIDE HANDRAIL AND GUARDRAIL � VERTICALLY FOR THE FULL HEIGHT OF ESCAPE AND RESCUE OPENING. izo 3'-011 TO CODE.8"CAST-IN-PLACE CONCRETE W THE WINDOW WELL. T-0" 1 ' ' 1 ' WALL AND 16"X 8"CONC.FOOTING TO U EXTERIOR PATIO SLAB VIRGIN SOIL WITH 4"CONCRETE LANDING 36X24 SLIDER 6"4000 PSI CAST-IN-PLACE SLAB TW3052 FO TOP AND BOTTOM OF STAIR RUN. z ----------------------------------------- 1 -------+ w ' W/6X6 w1.4/w1.4 WELDED WIRE MESH , ------- ' I ON GRANULAR COMPACTED FILL. ' 0 PITCH SLAB AWAY TO DRAIN ; ; 1 •--------- --------------------------------+ , ' •----- -- ---- ----------- ------------+ ' T MAX.FLOOR TO M SILL HEIGHT:44" ' 15'-3" 24'-0" 14'-3" ' UJ 1 1 ' ' z W WINDOW WELL R310.2.3 op ; N ti CP N i Q Q HORIZONTAL AREA SHALL BE 10" 1 ' ti t 10 10" UJ MIN 9'-0"SQ FT WITH A ; ; _ ; ; ~ ;HORIZONTAL DIMENSION o co OF MIN T-0"TO ALLOW FOR ; ; ; T 3"EXTERIOR SLAB LEDGE �/�O T EMERGENCY ESCAPE AND ' ' ' 1 ' ^ UJ ALL RESCUE. LADDER SHALL BE ---- ---- ' (4)1-3/4"x 14"LVL `-- ---- ---- (4)1 3/4"x 14"LVL 0 ^J^ f PREMITTED TO ENCROACH -;----- --- ---- --------"LV ----------------�- -'--------- ---------------------------- , 1 — L.1. NOT MORE THAN 6"INTO t 1 -' ---- --- -------------------------------1- ' --------------------------------F ^ O ' - ------ ------------------(3) VA------------- �'�/ L.L O T REQUIRED WINDOW WELL T , • ______+ _t3) 374"�`11718"CVL-" •T' ' ��//bo DEPTH. bo ' L.6� v J T T o o TYPICAL 1 ; 1 HDU5 M :O HOLDOWN I M ; 1 1 N 1 1 1 , N � : ;o i 10'-5'/2" � 5'-0" 1 � � E o 1 1 CO 1 ,LL LL1 I I I 1 , N ,o o 3'-6" 1 1 1 12 4'-6" UNFIN. BASEMENT 1 LIGHT EXTERIOR N Z a.. € � `o o °c �� 4" CAST-IN-PLACE CONCRETE ABOVE i o—SLAB INSTALLED IN �',E°0 t L) o c f6 c"Ni 1 ACCORDANCE WITH CODE I I 1 1 , a� c c Z ° o U ° o IN EACH ANCHOR PORTAL T; 'w ' ' 1 1 u `°'.n c c r a�i 5 w SECTION R506 > 2 R 1- °'� o o In m 0 o 0 ' ' F.D. °.o° a vi ° ° Y FRAME WALL ABOVE 1 ---- I , ` o m•— Q o c SECTION-SEE o ' m ' 'M 0 ' ' c n 5 rn >a a `o DETAIL 3 ON PG 2 T ' i o '—' �' ' M I Z ' ' aoi L in,0 3 - c•E 3 0 3 ----------------------------------•------------------------ ------------ • to I 1 1 1 C O V a + C a,� N Y y 01 ' 1 1 0 to�'N = = N 'A—O L O E _ 2X4 FRAME AROUND _ L t c c '_'0 � 3:— - 1 \ to \ D N .4 1 1 1 1 a� C 7 � O U •----------------------------------------------------------- --- i i 1 STAIRCASE FROM FLOOR LL \ at 1 1 , 1 i� _� o 0 i�o ° o E ' , OT 0 O I0 O L c = ° L E 0 0 1 1 1 1 _ o PLATE GYP.WALL J I T '0 1 I N 1 1 E c•� a = E m ° c U 1 1 1 L9 1 , ' ' > , 0 u �-' m c9c� Ot ' ' DROP TOP OF CDNCRET ' ' ' - ' 1 Ch o �'� I p o 1 1 0 1 1 tom .5 Q c = m o t 1 1 1 o f N N INSIDE FACE OF WALL MIN. d N in ' AS REQUIRED FOR 1 1 �' ' ATTACH RAILINGS.HANDRAILS x OJ 4 1 1 °' ° / ' 34"-38"ABOVE NOSING. �r I In ° o m E a.5 o a p , 1 ,M i = o C v f t c O;: 12 ICT SWING DOOR,SEE PLAN , , , 1 1 I `vr ' ' ' ' 1 FOR SIZE ' •------ ------- ----- ; I 1'? 1 , to LO R302.7 UNDER-STAIR PROTECTION 'n - ' in ENCLOSED SPACE UNDER STAIRS THAT -' ---- O TYPICAL INT FOOTING/COL t— - ' ' ------------------ ----- 1 30"x30"x12"THICK IS ACCESSED BYADOORORACCESS I 1 , 0 CAST-IN-PLACE CONCRETE PANEL SHALL HAVE WALLS,UNDER-STAIR I : ' o ..------ •--------. 1 ' FOOTING w/3-#4 Rebars each way SURFACE AND ANY SOFFITS PROTECTED ' I T &4"DIA STEEL COLUMN O ON THE ENCLOSED SIDE WITH I I r S 1/2-INCH GYPSUM BOARD. 1 , 1 1 1 - 23'-4" 8'-1011 0 8'-6'/z' 8'-6'/2' 18'-011 10'-0'/z" 10'-0'/2" 3'-0" CP 1 , F_ ' 1 1 1 1 ---------------- ------- I UNEXCAVATED - , � (2)ANCHOR BOLTS 0 0 11 ' TYPICAL GARAGE SLAB 3 1-3 x11-7/8 LVL 1 3 1-3/4"x11-7/8"LVL - -------- FRAME IN EACH CS PORTAL 1 •--- 1 10 ' - ( ) ( ) (3)1-3/4"x11-7/8"LVL wl 2-1/2"x 11.5"STEEL PLATES ; (3)1-3/4"x11-718"LVL � � (3)1-3/4"x11-7/8"LVL I 1 WALL ABOVE 4" CAST-IN-PLACE SLAB 1 '---__-- ---- - , 1 1 N T 1 1 SECTION-SEE W/6X6W4.OXW4.OWWM N ' -£- -'---- --- --------- -- -'----------------- �- 3-�-- ------ ------- ---------------------- I 1AAA -'-- -�-- -�- ' ° 1 1 DETAIL 3ONPG2 PITCH SLAB-1/4"FT TO i o i ---�---- --- --------i---i--- -------- ------ ;---- -- --------- ------- ------ 1 . I I 1 I 1 I 1 ' ,-- r- ' GARAGE DOORS , N ; Bea Poc et p) ° _ _[i _ _: ------ Beam Pocket(typ) - shi as re CD 'd v=, _ _ -- - •------ 1 1 1 1 1 1 1 ----IH I I I I I _ _ - = I I I 1 I 1 _ shim as req'd 1 1 1 1 to I I \ J N = I I I I 1 I 1 1 N 1 1 i i i w J i i J 3 FINISHED U_ I I I I { � i i 31-011 w „ > VESTIBULE -i I I I 1 I I 1 J 1 1 > _ > I I I I I I 1 t 1 > , , o I 1 1 R-21 BATT 1 o t 1 —' x � `v - INSULATION 1 co 1 1 v 1 1 1 � r ; ; ° M i i N LL1 1 1 DROP TOP OF CONCRETE , 1 , , _ vto 1j1 " 11 11 11 " " ' ' �, 1 1� Cl AS REQUIRED FOR ' ' om M \ -- 11 11 11 19'-10'/4" o ' 'w N GARAGE DOOR,SEE PLAN ; ' nl rn I,1 11 11 II 11 11 11 1 ,o Z n u 11 u " 11 11 11 1 1 1 � � � 1 1 1 u� �-- ---• u " n •7r-R--1r� u n I •---r-- t: a 1 IJ =N (A FOR GARAGE DOOR SIZE ' , H c� ' ' I') o ' ' M o ' '� \ N N _ r —� 1 I �n a u " a u u u I I = 1 _1 LL 1 Iv L N Q 1 1 •_______ _____ _____--1T- • , II II II II II II 11 11 1 ----- __ -- =I I � , 1 IN r� O _ • Tj I T t x 1 IM (q \ W- T-- J I 0 1 - (3)1-3/4"x11-7/8' LVL , (3)1-3/4"x11 7/8"LVL 1 1 0� ; ; Ur O Q 1 I LL , :Ili 1 LO 1 1 1 1 _ 1 ' 1 � J U t 1 1 1 1 1 I _ 1 1 Q n/ ` , o - , N R-21 BATT , 1 ' LL �- 1 ---------------------------------------------•----------------- -- i� -ry �; ; i ' LO 12'-2" INSULATION 12'-2" co M 1 1 1 1 1 1 _ ------------------------------------------•------------------------- • co (2)ANCHOR BOLTS TYPICAL HOUSE FOUNDATION (9'-0" HIGH WALLS) ' O ' , -L-------- -------------------------------• 1 I� IN EACH CS-PORTAL IN ACCORDANCE WITH CHAPTER 4. 10" CAST-IN-PLACE WALL WITH r- ' FRAME WALL ABOVE _ _ HORIZONTAL REBAR: PER TABLE R404.1.2(1) --- ----- --------------------------------- 3"-SEE 3"EXTERIOR SLAB LEDGE DETAIL30NPG2 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall _ T , ,_____________________________________________ � N , 1 ° 1 and One#4 bar near the third points in the wall story. M --------------------------- `o WASTE ~ VERTICAL REBAR: NOT REQUIRED PER Table R404.1,2.(8) 1 1 `�' 1 0 LINE ON 20"x 10" CAST-IN-PLACE CONT. WALL FOOTING, 1 ' v MAINTAIN REQUIRED SEPARATION ENTRANCE r� WITH 3-#4 REBARS CONTINUOUS IN FOOTING. -----•-------------------- 1 DISTANCE FROM ALL HEAT V1 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE N PRODUCING EQUIPMENT TO N 3"EXTERIOR SLAB LEDGE 1 ' SHIELD ALL FOUNDATION FOOTINGS TO EXTEND o c COMBUSTIBLE MATERIAL AS PER ' EXTERIOR PATIO SLAB , , H , , MANUFACTURER'S SPECIFICATIONS TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP ' ' 6"4000 PSI CAST-IN-PLACE SLAB AND LATEST MECHANICAL CODE. o FOOTINGS 1V TO 2H.ALL FOOTINGS SHALL BE W/6X6 w1.4/w1.4 WELDED WIRE MESH 1 1 LO 1 ' ' 1 DIRECT VENT rn W A MINIMUM OF 36 INCHES BELOW FINAL GRADE. , , t ON GRANULAR COMPACTED FILL. I ; ; HEATING SYSTEM ^ V GHQ o PITCH SLAB AWAY TO DRAIN 1 , p , , TYPICAL ANCHOR BOLT -R403.1.6 1 1 1 INSTALL IN COMPLIANCE MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH ; _______________________________________________________________________; 1 1 , ct WlRESIDENTIAL, ENERGY u � GAS BOILER DTI NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST / ' ' ' &MECHANICAL CODE M ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. +---------------------------------• 1 1 '� M O 1. Walls 24 Inches total length or shorter connecting offset braced wall ----------------- -------------- - 1 v � panels shall be anchored to the foundation with not fewer than one anchor bolt a ---------------------------------------- � �•-1 �`1 U located in the center third of the plate section and shall be attached to adjacent c� r--I braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) B O 2. Connection of walls 12 inches total length or shorter connecting 9 O offset braced wall panels to the foundation without anchor bolts shall be permitted. C A �g•CEREO q9 U The wall shall be attached to adjacent braced wall panels at corners as shown in 10 Item 9 of Table R602.3(1). (Fastening Schedule) G I �t`'Q0" f � —t 1 11 I 11 1 , 11 13'-11" 15'-5/z 25-0 8-0 27-5/2 ' " CP 9'-0" FDN WALL HEIGHT AREA SCHEDULE 0 7.9010 Q� FOUNDATION PLAN `.. FIVEW'(4 NAME AREA SCALE: 1/4" = 1'-0" FINISHED VESTIBULE AREA 174 sq ft.= 12 ,4 89'-10" ' I i 25'-0" 8'-0" 17'-0Yz' I 23'-9" 16'-0'/i' I CI R I I ✓ I I I 1 I I I I I , I 6X6 POST FINISH TO 12" T�I ; ------------- ------------- - ------------------------- WITH - ----- -- X 2"COLUMN r"""" ' -------------L---- ------------- --------------------------------- ' AZEK TRIM 3 1-3/4"x 9-1/ "LVL ' I I ( ) � (3)1-3/4"x 9-1/2"LVL I I I o ' r` CONTINUOUSLY SHEATHED PORTAL FRAME.SE DET 3 ' ON DWG-2 ANP LO I 1 0 FIGURE R602.101.6.4 TW3052-3 ; �° @� TW3052-3 W COVERED LANAI � ( , Cl) o Z (2)1 3/4"Cii 7/8"LVL (3)1-3/4"xi1-7/8"LVL N � O "-' U' I 1 < Z I I I J o ; X U CLG SPLAY LINE - - W I N � rf , `•,I N 1 x R312.2 WINDOW FALL PROTECTION NOTE: -� ; O o "' oo �/ N 2X6 1.5E TMBERSTRAND W L.1_ LSL STUDS @ 12"OC �/ W Z TOP OF THE WINDOW SILL SHALL ; N ; CONNECT W/(3)16d NAILS - BE A MINIMUM OF 24"ABOVE THE FINISHED N ; TOP/BOTTOM PLATE 9 Q FLOOR AND GREATER THAN 72"ABOVE THE a (3)1-3/4"x 14' LVL FLUSH 0 N X 4 FINISHED GRADE OR OTHER SURFACES r, "-- '"--"--"---------- -------------------- FHSWP ; FWG808OR FHSWP FWG808OR FHSWP o U W J --- -------------------- ------------------ BELOW ON THE EXTERIOR SIDE OF THE - U) o BUILDING. SHALL COMPLY AS FOLLOWS: ; I O 1 3/4"xii 7/8"LVL \ (3)1-3/4"xl1-7/8"LVL o O W ' I �, U) ® Q- J I— R312.2.2 WINDOW OPENING CONTROL DEVICES: ; DINING I I ; w `�" Q,. WINDOW OPENING CONTROL DEVICE SHALL LL @)� ; V I 1 O 9'0'"CLG HT I TYPICAL O COMPLY WITH ASTM F 2000. THE OPENING I HDU51 of J W g BEDROOM#1 N DEVICE AFTER OPERATION TO RELEASE THE ( I I HOLDbWN N W o 11%0" TRAY CLq ; M DEVICE SHALL ALLOW THE WINDOW TO N o x FULLY OPEN TO MEET THE CLEAR OPENING 4-6 ; I I � X N o AS REQUIRE TO MEET EGRESS R310.2.1 N I I N N Q I 1=• o I I I I C _ LIVING ROOM 1 1 -6 rn on.o ` N ' I OPEN TO ABOVE L 18 u ; v c m o N o M ' 2 SEAL&INSULATE o c C o T ° ' 4'-10'/i' �I 1 ATTIC STAIR PER ; 51W, ® o o o. o m 0 o CO m r — — — — — — — — — — — — — — — — — — — — — CD J SECT.1102.2.4 u o, "I o i SEE DET ON DWG-3 1 °°' c o'G c N o y 3'o" I J i .� FD 0 0 UM Q O O w CJ O I I O a 0 °Y O D Y N , J I I a UL LISTED GAS 2-2x10 c N » a ° ry _ I 41 N c O IO•— Q• D C 3 I 2 2x10 I 1 ` � O � � 1 o PRE-FAB FIREPLACE 1 c o o x 1 I i 9 GLASS DOORS& 0'-0"WALL HT o 0 0 ° °c tt 6�w L n 1p N HEARTH EXTENSION q c o M I N AS PER RESIDENTAIL = LIN m .c_ L a-- - i ------- ---------------, �r - cfl LL m a)-° 3 o E 4/z" L — — — — — _ ip r CODE CHAPTER 10 •- - iv CL `o c `o / cc �I VENT TO EXTERIOR ,Pull „ ' I .2 o c c :? c a� ui•- ai — - --- TW2846 -- - nn n $ U c _ c o � n o =� -r--, 2 0 3 0' E' o t of o cU c _ 1n own 1 1 L�'N y ,a �� E � ° ° , I Stair I I m ) z.c Q c a� c m o IO ' 1-3 14"LVL RIDGE BD O - o m L, o 0 ` ❑ — - - - - - - - - - — air ° o z 8'4'/° ' I I i to oao sc " m 23'-8'/2" z ' v F omm � F- mEn.� oa = o I FAN W J ' Z a, GARAGE I R302.5.1 OPENING PROTECTION. ` @ I a DWELLING,GARAGE INSULATED SOLID CORE STEEL f Q�� o �* cn ; ; MA TER BATH v SEPARATION IN I DOOR,20 MINUTE FIRE RATED. / = W -- - I U J is e� W O ca H FLAT CLG N C7 I m a ACCORDANCE WITH WEATHER STRIPPED " I ---- ' 0 11'-0" N rn Cl) TABLE R302.6 STORAGE O IK TCHEN " o 0 W/SELF CLOSING DEVICE. Q z " 9'-0"6LG HT I ; w ; roi w � c1 I SEE DWG',i FOR TABLE CONC.FLOOR o- „ N INSULATE'WALLS Cl) o w O " Z ; ~ COMMON WITH LIVING X L)O -- - - J AREA. / N o X °N w ------- --------- --' NN 2' " „ 9'0" - °� 8'-2" I 10'-13% c.)4'-10" 4'-0" U1 o PROVIDE;HEAT I / I 5'/Z' ; x ; N i u; DETECTOR PER R314.2.1 2x12 RIDGE 4'0' N L--------- ---- N LOCKERS _ _' °N ------- -------------- - — Y I I I = 2-2x10 - D U 2-2X10 , I , I I 1 U - 1 I I I I 1 1 I Z I � ? I I O :� ; I ; 1 1 I I 1 I (D -2x10 Q'" e- I I dr` O 1 I (D �l :N , O _ , I I 1 I - - - I O V/�� O I X I O UP ❑ I ' \ 1 @ 1 co I N j ; I I I I I O I Z , I I I I I I ` 1 I J , W I • u) ~• `,' I "' " I I 1 1 I Cot 10-0' WALL HT y Vr o rn W l i0 N J ' ❑ Ch w O F- 4'-0" ; , 1 I I I I w ^ `" a z g 2 2x10 ; (2)1 3/4"x 14"LVL FLUSH TN °D ,WQC')MUD ROOM N cU co i + o io o i zo X I I I I I 2'-6" p 9'-0"CLG HT wX I I io �1 o, `� 2x10 RAFTERS @ 16"oc 2x10 RAFTERS @ 16"oc N"' I = V NwNi ' 8''4'/2' +y„ I rUO iTp \ ^' "10 2x12 CEILING JOIS1',S @ 16"oc 2x12 CEILING JOISTS @ 16"oc 2x4 COLLAR TIES @ 48"oc 2x4COLLARTIES @48"oc 2-2x10 0� w O � N — — — - " LAUNDRY ROOM '_ I co O w 9'-0"CLG HT U) _ ° °j WALK-IN z U)_j ,� CV < FOYER CLOSET � w O ; I-- 0 I r� ' FLAT CLG x U O , Ln W 2 2x10 T`J�3052 N N � 9'0",CLG HT I I O N o cn (n LLI 2-2xl0 r =, @ 11'0" x L J "O o ~ 9'-11'/" ;y 5'-11" 1p'-6'/" X N o N W U- — -- -- - - ,❑ r� z" N i I - - - - - - - - - - - - - -1- - - - - - - TW3052 TW3052 13' 0" 15' 0" ; Q U) L — — — — — — — — — — — — I — — — — — — — — — — — Jo 2-2x10 2 2x10 , o I CV I COI 1 1 I II TW3052 TW3052 3 3 I I 2 2x10 2 2x10 ' 5/2" s co Nco I l o TW3052 i TW3052 � FAN 1 `'c 2-2x1g co :° FAMILY ROOM p cc T-0" 11'0" T 0" 9' 0"CLG HT T Icy o i FWH60611 PALR rw1/ o l� X 0: O W G I LL I TA 1 1 I Q II z I i T in [NY]915.3.3 Residential Buildings and Commercial Buildings N u N i With an Attached Motor Vehicle Related Occupancy cc I a (3)1-3/4"x 9-1/2"LVL Carbon monoxide detection shall be installed in a central or otherwise approved ------------------ location in each occupiable space in a commercial building and within 10 feet of -------------------- -1 _ 1 __ ------------ --------------------- ---------------------- ------------ ------------- the entrance to sleeping areas and sleeping units in residential buildings i r 2 2x10 C� and commercial buildings that: I ct 1. Have a communicating opening with an attached motor vehicle related occupancy, --------- ----- ----------- --- -- -, -- --- ,1 ------- M V 2. Share one or more common walls with an attached motor vehicle related occupancy,or 6X6 POST 4'-6 TW3052 2 4'-6" r� M .0 FINISHT012" --------- ----- -------------- � 3. Are located one story above or below a motor vehicle related occupancy. X 12"COLUMN ; r_ B U bl) Q .a WITH AZEK TRIM ""--" -C A 9 WINDOWS EXTERIOR FRENCH & SLIDING DRS � ,.� � Plans indicates ANDERSEN series 400 Tilit Wash 4,6„ 10 2„ A 9 ��" �� / o � r'-' `� 4'-2" - ---- � �D/A I �s M"d"y p�- Model Numbers and shall be In accordance with R609 s'-11'/�' 6'-11'/2" To be designed &installed as per manufacturers " :`C� ,Z J hr., �•°,a specification for 140 ultimate design wind speed 25'0" 8'-0" 16'7/" 10'-10" 13' 11 15'-5/ and Table 301.2(2), 301.2(3) Provide HP LOW-E4 glass; U = .30, SHGC = .30 EGRESS: shall meet R 310 9 WINDOW FALL PROTECTION: shall meet R312.2 Smoke Detector AREA SCHEDULE Substitutions made upon meeting Code. O Carbon Monoxide Detector „ NAME AREA , Olga See page one, general notes for additional 9 0 PLATE HEIGHT TF �O CO FIRST FLOOR AREA 2866 sq ft. .- code requirements. Refer to DWG-1 General Notes 1 ST FLOOR PLAN GARAGE AREA 614 sq ft. FIRE BLOCKING SHALL BE INSTALLED In accordance with Section 915 of the IN ACCORDANCE WITH R302.11 2020 1 FC, R314, R315 of the Residential SCALE: 1/4" = V-0" SECOND FLOOR AREA 1209 sq ft. THRU R302.11.2 AND DRAFTSTOPPING code of NYS FINISHED VESTIBULE AREA 174 sq ft. PER R302.12 THRU R302.12.1 1, 2 CODE COMPLIANCE STATEMENTS: -------- 1. The windows selected for this project shall meet 1 56-10" the egress requirements of R310. 2. All windows shall meet Section R308 Glazing and G J ------ 61-11" 24'-0" 15'-11" R308.4 Hazardous locations. 3. Windows were required shall meet the Window Fall -------- ' 1 I protection requirement R312.2. 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 5. Stairs, landings, railings & guards shall comply ; with R311 & R312 6. Outside lighting shall comply with RE 3803.3 1 7. Stairway illumination shall comply with R303.67 � I , and R303.8 8. Fireblocking shall comply with R302.11 thru R302.11.2 9. Draftstopping shall conform to R302.12 thru R302.12.1 _ _ _ _ _ _ 10. Flame spread and smoke-developed index for walls `- Tw3�46-3 , W and ceilings shall compy with R302.9 thru R302.9.4 _ - - - _ _ - _ _ _ V (2)1-3/4x11-1/4" 11. Flame spread and smoke-developed index for LVL I ; I I I insulation shall compy with R302.10 thru R302.10.5 I I I W 11. Recessed lighting fixtures rated for I I I ; 11 0 membrane penetration shall meet ASTM E119 I I I I I I Cn CO and Flre Stopping as per ASTM E814 or UL 1479 I I o I I I W ry >- 12. Exterior Decks shall comply with R507. ; 100 I w a 11 I LL W I I ¢ o z I I 1 1 W J o i N ) FHSWP '-0"x 3'-0" FIX GLASS FHSWP 8' 0"x 3'-0" FIX GLASS FHSWP I I I I (f� O I N I I O W Z (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-114"LVL I I 0- J t-- r' :BEDROOM#4 1 ; 1 1 O I� °r° I 2X6 1.5E TMBERSTRAND 1 I 8'-0"CLG HT I 1 LSL STUDS @ 12"OC I I iy CL O , I 16"0" rr �I 24'-011 15'-0" �+'/ J' ' I /21 — CEILING SPLAY LINE —— ' — — E — — — — — — — — — — — ++ ; 1 I 5'io11 I I I `o &._O 2EE c m `m o ZO ) 2-2x10 u ir, o i I 11 oZg a3 o 8' � ar 3'-611 - r °" .0� ciaoii Q ,— O�-se 0 w 80-Cl) .0 2'6" s coOPEN TO BELOW w f0 Y - — - — - w OQ � CX CD- 1IIII1 II1III Q o�M°.a° o Zg 'coo 2'0 �ov z 12-2/zI e o sm mwui 3 Q O o rr o�(s°�Ec_ o v cM 00 N N .O v °C NaEf N L U(A.) I U U W � F- 6 E aCO a o 771 CD I%PWII II pfown air SEAL&INSWLATE I ATTIC ACCESS PER Lr) ', I SECT.1102.2.4 FAN SEE DET ON'DWG-3 Z a (1)1-3/4"x16"LVL RIDGE BOARD IFAN E -71- - — - - LID 2'6" '-3'/211 12'-2'/" ' 00 (3)2 X 12,W/ 2-1/2"STEEL PLATIS FLUSH I 1 r, --------�--------- ---------- I I O ° 1 CV ---- I I - I-- , - , - , - ,-- , - = , V 1 1 1 I I � , ✓ 1 1 , 1, , GUARDRAIL I I I (�V I J to �U L` ; BALCONY I GUARDRAIL I 1 < z� r J X CF cli I 1 rr I I N BEDROdOM#3 rn I �I I 0 I DN i- --- I I ^1 LU r N 9'-0"CLG HT M v �/�, ' O I I O , I I FAN o (� j ® o I Z o I ; WALK-IN �o}, a tD o I I 1 (N_ p Q CLOSET LOFT i 4'0r _I 1 -7 i_I I LLI W L�/ 8'4'CLG HT 2�„ _ 1 ' I I C7 U J rr 1 Lo BEARING i ' \ 1 I I -1 Lu U WALL 1 '-6/" c� I Q 8'-6"1 1"' (2)1-3/4"z9-1/4"LVL I / ; 2x10 RAFTERS (cry 16"oc 2x10 RAFTERS ,P,16"oc O ` 2x8 CEILING JOISTS @ 16"oc ' I - ---- = I 2x8 CEILING JOISTS @ 8600c co i2x4 COLLAR TIES @ 48"oc _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , I L — — — — — -TW46� — — — 2x4 COLLARTIESi@ - I_- - - - - - - - - - - I -_-_-_- - - PLATE HT 9-1 PLAT HEIGHT PLATE T ; �./ 3 2x10 BEDROOM#2 I I I 8'-0"CLG HT ' 9 I TW3042-2 1 ' - - - — - - - — T_ — I- - - - - � I I 2x10 RAFT RS (@ 16"oc I 1 0 CD i 2x8 CEILING JOISTS @ 16"oc �-•� ' I 2x4 COLLAR�IES @ 48"oc I 1 p-+ •--+ QU Ln I I I ------- U Z 3-2x10 I H� ct - -- - M � 1 L — — — — TWI52 2 04 .0 B `Z U GUARDS R312.1 " - 4'-8'/z' ® -� U z ---- - p _ �._ O M GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF 3'-8'/z' 9��" 3'-6" 9 ; 9ti OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, A _ ____, c, ; J RAMPS AND LANDINGS,THAT ARE LOCATED MORE „ �` THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR 16-7/z 10-10 13-11 15-5Yz" OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ' ,o INSECT SCREENING SHALL NOT BE 56-10 a CONSIDERED AS A GUARD. Sm13ke Detector HANDRAILS R311.7.8 O Carbon Monoxide Detector �-� ®rs0� HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE CO Refer to DWG-1 General Notes 8' 1" PLATE HEIGHT AREA SCHEDULE O,�N��N 2ND FLOOR PLAN SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. NAME AREA r. In accordance with Section 915 of the 2020 IFC, R314, R315 of the Residential SCALE: 1/4" = 1'-0" SECOND FLOOR AREA 1209 sq ft. code of NYS Area 11 1930 sq ft. 12 12 12 $ Q 4 12 12 TOP OF PLATE W 12 U z W M_ `•MJ a � I TOP OF SUBFLOORW�// LJ.. 12 - - - - - L.L..g — — _ TOP OF PLATE Ww C) 0 IE In -J H ova T r - o T T 12- 0,-00cn y C TOP OF SUBFLOOR o•E rn M TOP OF FOUNDATION rn w E m a a a o C L N a Q L .».._.. .... a... - - — - - O QL6 C•C p U f6 U T vu .,, .x:.,:. .. � . . .. .. ...ua.ua-..,..w. .. :: .. :_,. Imo: ..,.. . :.., _.... .. ., ......_.,....... ........._. .+,..,s. _..., a.,...._...W .. ... _..._...._...m «... ,. .,... .� U y a — N ff O a o � � aC) U Jo:, C C N'�.L--• O ,N C O'p p `p to (6 O .�. (� I C a lJ N Y m O N a y Z m y 2 c `o m L `o c 3 I m rna $ s �•�2 O O U RIGHT ELEVATION N O O pr�L�� O O O p_v t6 w I I � LL•C C� N ��.� p•� SCALE: 1 /4" _ 11-011 m�E .L) o r p(0 C L U E N ` - (p U 0..L., ! N L O .Ina L'a O U.� N I- taEnSoa TOP OF FOOTING — TOP OF RO F 12 10 i„ 12 12 10 -10 TOP OF PLATE - - - - - - - - - N H o O N z N � � � Q W LLI 12 12 (n rn U' Q 10 10 T 12 0 5 — - TO- P OF SUBFLO- — TOP OF PLATE M o N T T LT 0 — _ TOP OF SUBFLOOR TOP OF FOUNDATION 1oc ct FRONT ELEVATION SCALE. 1 /4 - V-011 �19010 TOP OF FOOTING - - - - - �,OFN`� .r -; Y 12 TOP OF ROOF -- --- -- ---- - 8 12 8 12 4 12 4 TOP OF PLATE 12 4 U z 12 W �4 M _ TOP OF SUBFLOOR_ W — TOP OF PLATE �W L. z L W n � w O 0.. �- °' 0 rl — _ TOP OF SUBFLOOR UM)InO _ E.o rlm Of—E E - .5 0r M TOP OF FOUNDATION a ` o.o J-_ � _ . ..� ........... ......,.. ...:....... .._,.w.. ..�.r,.,.:,. ,v.. ::,,,. .. ...�.,. .. - v�..-.�w,,.m»n,.�-�,..m�- _�..,w. ... ,.w,�,b ........_,�._-..., .,.w,.......,.�....ro ..s�.�. ._�..� _ . ...-.. .�.�, .,. .. � 5 G�� f� Ilir N C ... __. I G C O O o O N Tm I I C V S. O O d N C 0 J. D_ O I I °c n. LEFT ELEVATION � a I I N 10�•C C G L a c N o o o2: `0 O R3 't o c� SCALE: 1 /4�� _ 1 �_011 L � �:Ei__ L = � �a) � `D — E2 o �' `'y �o � cUN Q c d c m o .0 O � =3 a w TOP OF FOOTING �-- � ` `�° Er H cu E `o n TOP OF ROOF — — — — — — — — — — — — — — — — — — — — — — N LU O O N z N cl) 12 Q W �` 12 10 D J T I 10 Q U) 12 5 TOP OF PLATE ~ H r� �— E— M zct L T T .� UrA M �J] O > M �J 'CS M — _ - TOP OF FOUNDATION W U ^� �, oo u_. _ ._.,4 ..•_. _. a � U REAR ELEVATION ' — � SCALE: 1 /4n — 1 -0n 1 't � jg0t4 �O r TOP OF FOOTING s CONTINUOUS RIDGE VENT RIDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF R802.4.6 COLLAR TIES NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4-10d EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO A POINT NOT WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG INSULATION SCHEDULE THE ROOF SLOPE FROM THE EAVE EDGE OF THE shall comply with 2018 IECC BUILDING 12 Location R-value Thickness 9 Flat Clg * R-30 10-1/4" 12 2x6 CT @ 48"oc Vaulted Clg R-30c 8-1/4" Floor(unheated space) R-30c 8-1/4" 9 Floor(outside air) R-30c 8-1/4" Exterior 2x6 walls R-21 5-1/2" N1102.2.3(R402.2.3)EAVE BAFFLE air seal walls to pass 3 air changes per hour FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE UNINHABITABLE ATTIC Above grade attic walls R-15 3-1/2" INSTALLED ADJACENT TO SOFFIT AND WITH LIMITED STORAGE Foundation Rim Joist: R-30 EAVE VENTS. BAFFLES SHALL MAINTAIN U R302.13 Fire protection of floors. AN OPENING EQUAL OR GREATER THAN Floor assemblies that are not required elsewhere in this code to All Glazing U = .30 SCGH: .30 THE SIZE OF THE VENT. THE BAFFLE R-30 BATT z be fire-resistance rated,shall be provided with a Doors-less than 50% glazing U = .40 SHALL EXTEND OVER THE TOP INSULATION W %-inch gypsum wallboard membrane, o OF THE ATTIC INSULATION. %-inch wood structural panel membrane, Door-more than 50/a glazing U = .30 SCGH: .30 R806.3 "AIR GAP or equivalent on the underside of the floor framing member. MIN. 1 *If art or the entire attic will be decked over withplywood, BETWN INSULATION Cn Penetrations or openings for ducts,vents,electrical outlets, p AND SHEATHING W lighting,devices,luminaires,wires,speakers,drainage, the ceiling joists must be deep enough in order to fit the z and similar openings or penetrations shall be permitted. R802.5.2.1 LAPPED JOIST W piping p batt insulation so that it is not compressed. If not then R-30C BATT TOP OF PLATE p LAPPED NOT LESS THAN 3". Exceptions: Clg Jsts will have to be built up or upgraded to the next size. -�R-10-RIGID INSULATION TA ED SHALL BE NAILED 16d INSULATION AND SEALED AT INSIDE Q PERIMETER OF EXTERIOR COMMON NAILS IN ACCORDANCE W J 1. Floor assemblies located directly over a space protected by an WITH TABLE R802.5.2 ON DWG-1 SLAB ON GRADE CONSTRU10 automatic:sprinkler system in accordance with Section P2904, Other Specifications: '^ O MINIMUM 24"BELOW I vJ NFPA 131),or other approved equivalent sprinkler system. • Windows: Us 0.30, SHGC5 0.30 EXTERIOR GRADE ® ® O W 2. Floor assemblies located directly over a crawl space not intended • Z 100% high efficiency lighting (CFL's or LED's) ¢ J for storage or fuel-fired appliances. I!, s 3 air changes per hour WALK-IN o 3. Portions of floor assemblies • Z MASTER BATH All Energy Star appliances CLOSET BEDROOM#1 _ O shall be permitted to be unprotected where complying with the following: , 3.1.The aggregate area of the unprotected portions does not exceed a, 0� C/) 80 square feet per story R403.6 Mechanical ventilation shall be provided that 3.2. Fireblocking in accordance with Section R302.11.1 is installed along ENGINEERED the perimeter of the unprotected portion to separate the unprotected meets the requirements of section M 1507 I FLOOR portion from the remainder of the floor assembly. JOISTS 7 Heating and cooling equipment shall be -- _ _ _ _ TOP of suBFLooR_ 4.Wood floor assemblies using dimension lumber or structural composite R403. o E lumber equal to or greater than 2-inch by 10-inch nominal dimension, sized in accordance with ACCA manual J by a i' or other approved floor assemblies demonstrating equivalent fire performance. — - — - TOP OF FOUNDATION .,w E r N v o certified third party rater. m o c = � �, 5 R-30C BATT .$ c c Z a ° " cc - m m O— m C.t Q U m U T c INSULATION a o rn a w z `o b, b• ,Rco � ao � � oa LVL GIRDER o.s i o 0 4� R302.13 FIRE PROTECTION OF FLOORS: o� u N,` >.2 = aY`a .° PROVIDE 1 2'GYPSUM BOARD ON ENTIRE „° a> y E c o m m- o c 3 ONTINUOUS RIDGE VENT a;, CEILING A OVE BASEMENT ATTACHED e, w c 3 0 o s a�i s a. ° TO THE UN ERSIDE OF THE JOISTS. o u CL c ,a m ch w N RIDGE BOARD i`$ •c'(n s N o z _ b� Q= c N�a 3 o E UNFINISHED b' _° °Y a s BASEMENT t = r E ` _ :e 2 U EMI) L fA•O C O 7 O L C 2OU N l TYR BASEMENT SLAB t- o m m Er H m E n w-o CL 12 ^� s e a• • a. a e. 12 — _ - -.. TOP OF FOOTING o o. +n I 2x6 CT @ 48"oc SECTION B. — 12 SCALE: 1 /4" = V-0" 4 R-30 BATT INSULATION TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION STEEL STRAPPING AT Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, EACH 8d NAILS fasteners p JOIST W/12-8d NAILS \ fast manufacturers specification Glued and Nailed in I( per Lon' and the NYS CODE. accordance with the fastener schedule. '4 �(g _ TOP OF PLATE Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. 12 - — - - — - - — - — installed per Table R905.1.1(1) -- �4 Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION R-30C BATT (Note: Double underlayment is required in accordance with chapter 4 ® ® ® ® ® INSULATION for Roof slopes between 2 on 12 and 4 on 12) 3000 psi Air Entrained cast-in-place concrete Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per 0 \ span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & o O Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical N z Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. N Q Flashing per R905.2.8 Damproofing per R406. 2- 2x6 approved F. 4 V -� R 21 GATT jj treated Sill Plates, Sill Seal And Termite shield per U) tii INSULATION �� TYPICAL SOFFIT CONSTRUCTION. Section R318. Anchor bolts per Foundation Plan (D j Q - TOP OF SUBFLOOR - --- i — - - 18" overhangs-typical, 12" rake overhang and R403.1.6 Q _ TOP OF F PLATE_ 7.5" Wood fascia & 7.5" Wood rake boards. azek" or equal INTERIOR WALL FINISH Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless WRAP HEADER IN N noted. Min 1/2" Moisture Resistant Wall Board on AZEK BOARDS ® TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) Uh 4"AZEK BEADED 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. rr � PORCH SOFFIT ON Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls V FURRING STRIPS 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers ~ Continuous Structural plywood Sheathing. requirements and drawings. Fastened per Fastener schedule. tyvec House Wrap or equal. hardie Siding as per clients selection LI _ TOP OF SUBFLOOR installed per manuf specs and NYS code. p.. ;. ,. `(��;��(�� }�} �} (��J�( � �� }(` ( ( � �� (j� a �. ,• ,, ,, — - — - - — - — - — - — Cont. load path strapping installed in accordancerA U _ TOP OF FOUNDATION with drawings. Provide Fire Blocking in accordance w o ;l 4.c s R 30C BATT with`'a DrafttoR02 in1 & R Z ° D D; INSULATION b; b`, pp g per R302.12 & R302.12.1 4•i 4.,• _ 4., 4•� � � � M •� C O bl) .O e' b` VESTBUDLE UNFINISHED BASEMENT �,$ �;a POO re re re re rYCi`� _�� /� .e o A. C-t i spy U ;�r�- .D �E TYP. BASEMENT SLAB i c c c TOP OF FOOTING r:. f7�>a 1,� SECTION a LE: 1 '- 11 SCA 4" = 1/ 0 .i R802.4.6 COLLAR TIES CONTINUOUS RIDGE VENT WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, RIDGE BOARD THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). TYPICAL R905.1.2 ICE BARRIERS; COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, ROOF 12 SELF-ADHERED POLYMER MODIFIED INSULATION SCHEDULE SPACED NOT MORE THAN 4 FEET ON CENTER. CONST R802.4.6 COLLAR TIES BITUMEN SHEET USED IN PLACE OF shall comply with 2018 I ECC RIDGE STRAPS IN ACCORDANCE WITH p y TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. 9 SHALL IL NAILED with 4 NC NORMAL FROM THE LOWEST BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF 12 WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT Location R-value Thickness N1102.2.3(R402.2.3)EAVE BAFFLE " LESS THAN 24 INCHES INSIDE THE * FORAIR-PERMEABLE INSULATIONS 9 �• °� EXTERIOR WALL LINE OF THE BUILDING. Flat Clg R-30 10-1!4" IN VENTED ATTICS,A BAFFLE SHALL BE ON ROOFS WITH SLOPE EQUAL OR GREATER Vaulted Clg R-30c 8-1/4" INSTALLED ADJACENT TO SOFFIT AND THAN 8/12,THE ICE BARRIER SHALLALSO BE ace Floor unheated s R-30c 8-1/4" EAVE VENTS. BAFFLES SHALL MAINTAIN 2x4 CT @ 48"cc APPLIED NOT LESS THAN 36"MEASURED ALONG Floor(unheated ) AN OPENING EQUAL OR GREATER THAN THE ROOF SLOPE FROM THE EAVE EDGE OF THE Floor(outside air) R-30c 8-1/4" THE SIZE OF THE VENT. THE BAFFLE 12 BUILDING Exterior 2x6 walls R-21 5-1/2" SHALL EXTEND OVER THE TOP 4 OF THE ATTIC INSULATION. RAFTER/CEILING JOIST HEEL air seal walls to pass 3 air changes per hour UNINHABITABLE ATTIC OINTCONNECTION Above grade attic walls R-15 3-1/2" \" SHALL BE NAILED R806.3 WITH LIMITED STORAGE ti o, g MIN. 1"AIR GAP �� TOGETHER IN ACCORDANCE Foundation Rim Joist: R-30 BETWN INSULATION WITH TABLE R802.5.2 All Glazing U = .30 SCGH: .30 AND SHEATHING R-30 BATT (SEE DWG-1 FOR TABLE) INSULATION WITH SIMPSON H2AAT EACH Doors-less than 50% glazing U = .40 RAFTER TO STUD. Door-more than 50% glazing U = .30 SCGH: .30 IA`- TOP OF PLATE *If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in order to fit the R802.5.2.1 LAPPED JOIST V batt insulation so that it is not compressed. If not then 2X10 LEDG LAPPED NOT LESS THAN 3". , . 7 CI Jstill h to be built u upgraded to the size. LAG SCREW TO SHALL BE NAILED 16d z g s w have p or U pg e next STUDS @ 16"OC COMMON NAILS IN ACCORDANCE W SIMPSON SKEWED WITH TABLE R802.5.2 ON DWG-1 Q Other Specifications: HANGER @ EACH o °' RAFTER °0 BATHROOM BATHROOM C'7 • Windows: U5 0.30, SHGCS 0.30 " BEDROOM#3 v, • Z 100% high efficiency lighting (CFL's or LED's) 12 BEDROOM#4 W// z • 5 3 air changes per hour 4 ENGINEERE L.L W FLO �- • zAll Energy Star appliancesOR JOISTS 0 _ TOP OF SUBFLOOR W i� J R403.6 Mechanical ventilation shall be provided that ;� i, _ _ TOP OF PLATE _ , W O meets the requirements of section M1507 Q- J LVL BEAM R403.7 Heating and cooling equipment shall be WRAP HEADER IN O sized in accordance with ACCA manual J by a AZEK BOARDS a certified third party rater. 4"AZEK BEADED TYR WALL EXT. ® LL - 0 PORCH SOFFIT O R-21 BATT r CONST. o FURRING STRIPS INSULATION o m � Typical LAUNDRY ROOM JAIL KITCHEN Floor Const. o »- c T N 0'gLT H E ENGINEERED 0 rn - o O � FLOOR �� L E L N �°�oL JOISTS _ TOP OF SUBFLOOR_ a-6 z o u m m TOP OF FOUNDATION .� a cc, `o N � o `o I C a` to > 0 O N,En C O N O C 3:6 '40 p .g . (D 0 L c c � 3 o `b° 302.13 FIRE PROTECTI N OF FLOORS; �LVL GIRDER t�a o 0 0'�o c oQZ 0)2)sue. p, R-30C BATT PROVIDE 1/2"GYPSUM BOARD ON ENTIRE b.. b,; 4; INSULATION CEILING ABOVE BASEMENT ATTACHED :d 2 s E._ N �, 0 a °` ° TO THE UNDERSIDE OF E JOISTS. n e X- a, c a o a 3 a o� o t o 2 L4 � m �t v v c0 c VENTS: .6 .9 a� `bin L7i-c ¢ N c m c 0 0 P3103.1 ROOF EXTENSION �I t .E c E� m, � a w d:. e , UNFINISHED F ° ocua PmEa9oa OPEN VENT PIPES SHALL ' EXTEND MINIMUM 6"ABOVE °e °a BASEMENT d THE ROOF OR 6"ABOVE THE i'e i' e A d ANTICIPATED SNOW ACCUMULATION. TYP.BASEMENT SLAB P3103.2 FROST CLOSURE: :, ° WHERE THE 97.5%VALUE FOR ' _ TOP OF FOOTING OUT-SIDE DESIGN TEMP IS 0 DEG F o "'• e "'' •ate. e'er^• % OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. SECTION C SCALE: 1 /4" = V-0" JL 4"VTR JL 4"VTR JL 4"VTR ROOF FOR TYPICAL MATERIALS SEE SECTION A ' `-- i 2„ i -- _ 2„ _ _ R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to 3" ; ; ,3' ; ; TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION q be fire-resistance rated,shall be provided with a Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, /z-inch gypsum wallboard membrane, Lu 1 1/2" ;1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1l2" 1 1/2" 1 1/2" fasteners per manufacturers specification Glued and Nailed in Ste-inch wood structural panel membrane, N F_ and the NYS CODE, or equivalent on the underside of the floor framing member. O O accordance with the fastener schedule. N 2" 2" 2" Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. Penetrations or openings for ducts,vents,electrical outlets, Z installed per Table R905.1.1(1) lighting,devices, luminaires,wires,speakers,drainage, N C/) 3" ; 3" ; 2 ND FL. piping and similar openings or penetrations shall be permitted. F- 6 Q Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION LLI 2" 3" 2" (Note: Double underlayment is required in accordance with chapter 4 Exceptions: D 3„ 3„ 2„ � > Q for Roof slopes between 2 on 12 and 4 on 12 w CO 3„ CO j 3„ CO p ) 3000 psi Air Entrained cast-in-place concrete 1. Floor assemblies located directly over a space protected by an U Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per automatic sprinkler system in accordance with Section P2904, Q span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & NFPA 13D,or other approved equivalent sprinkler system. Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical 2. Floor assemblies located direct) over a crawls ace not intended 2" -_ 2" 2„ Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. for storage or fuel-tired appliancesY p Flashing per R905.2.8 --- - 9 p Damproofing per R406. 2- 2x6 approved 3. Portions of floor assemblies 3 i treated Sill Plates, Sill Seal And Termite shield per shall be permitted to be unprotected where complying with the following: r hti TYPICAL SOFFIT CONSTRUCTION. Section R318. Anchor bolts per Foundation Plan 3.1.The aggregate area of the unprotected portions does not exceed 18" overhang s t ical 12" rake overhang per story 1 1/2" 1 1/2" g - Yp g and R403.1.6 80 square feet 1 1/2" ; ; 2" ;1 1/2" 3" 1 1/2" 1 1/2" ; 1 1/2" ; 1 1/2" ; 3.2. Fireblocking in accordance with Section R302.11.1 is installed along WASHER DW ) 7.5" Wood fascia & 7.5" Wood rake boards. the perimeter of the unprotected portion to separate the unprotected H 2" 2" 2" 2" I azek" or equal INTERIOR WALL FINISH portion from the remainder of the floor assembly. Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings YP g 4.Wood floor assemblies using dimension lumber or structural composite 3" 1 ST FL. Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless lumber equal to or greater than 2-inch by 10-inch nominal dimension, r �� or other approved floor assemblies demonstrating equivalent fire performance. rC N 2„ 3" 3„J 2" noted. Min 1/2 Moisture Resistant Wall Board on TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) a co ; CO co 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. U Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls w >-4 0 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers Z .� Continuous Structural plywood Sheathing. requirements and drawings. ¢ ct Fastened per Fastener schedule. BASEMENT tyvec House Wrap or equal. W M c hardie Siding as per clients selection bj� OC -0 installed per manuf specs and NYS code. 4"FAI 1I Cont. load path strapping installed in accordancecl�® _0 3" with drawings. Provide Fire Blocking in accordance "��y w"� ;,, '� P., co co co with R302.11 & R302.11.1 and r°`''C �` ' Draftstopping per R302.12 & R302.12.1 To a New Suffolk County 4" ;rt. Approved Sanitary System g 01 PLUMBING RISER DIAGRAM or 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS Not to Scale MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 r--- ------------------------------------------- I r I II 1 I rl I I I I II PI I I Ip 1 i P; I I 1 II ' I PI I I I I II I I PI 1 1 I ' - -----------_-------:- -rrrrrr -____-�____a��-«__�� ____F-r�rjp ' 1 � _______, PI I 1 A/ } ' r' ' 1 Wr' �L.Lr.� / II I I 1 ' YI ' I lip W O 1 r on O '/fir' U^' I I I II I I I I I I 'I I 1 II 1 I I I I I 'I I II I I I I 'I I I I 1 I I I y _ 'I I y O II rL �J _______________________, I I 1 'I I 1 m'y II I %I I 0 C N I I I 1 Q N fll O l I I tll I I C y.. O 0 ` O) d)N L- on `p .L-. rL.+ O C 7 f0 N U N IT aL... IT O O N O a U O N U�O U O: .O I I ' WI I O Y m O tU O Y 2 C O N n 0 C 3 Ir l - AI II .---------------------------- fll I 11 -------� +L+ II r____________________________, r-_____, I I AI I I CND1a CU �w yLNO1 II ' i t 1 I 1 11 I I y N C C CcOID — ' wn0c -CU N�0 -cu,, U C c O IT U� CD `t w O CO Cu C N C N E U 0 0- 1 U � y C L� C I pl I Z _G ' Q N C Q) C () O C 0. f0 m'O N p OU w L C N U N Cu IT f'- m E EL O C. ' I I I 1 I � II 1 11 I I pl ' I ___________________________ z ___________________ _____ II 1 ___ .r 11 1 _____________________ __ _ __ _ I _ _ __ I _ __________ -_______----_--- ' I XI I III I I II I 1 I I I I I I I 1 ' I RI I 1 I I I I I IY I I I I I I I I I I I ' I AI I I I i 'A � a___________, P r_-____-____, I I I I 1 1 I 11 I I P I I I I I I I 11 I I it P 1 I 11 I Q I I II I I PI I ' I I I 11 I I W N O it ' I 41 1 11 I i Q _ -tea, C5 W IYI ' ram-- ----------- ---------------' I U) W P 1 11 .J I `Ir---------------------------------------------' rrnn _\ P V / Q IP I I I I 11 uj _ _ I I II I I I I 11 IP 1 I pl I pl T�1 IP I I pl v1 I' I I II 1' I I pl IP I I pl u IP I I tll IP I I tll IP I I el I� I 1 11 1 I I I I' I I el IY I I AI P I I +1 P 1 I (l I' 1 I 11 w `--------- - -- ----- --- -- - -- t r� W M �+ O � z ' O Cz M ct ROOF PLAN G SCALE: 1/4" = 1'-0" BRACED WALL PANEL.a BRACING METHOD PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-3 2-4 2-5 2-A 2-B 2-C CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL °m --- TABLE R602.10.4 page 185 BRACING METHOD CS-PF GB GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP DETAIL #1 ON DWG -2 BRACE WALL LINE SPACING(FT).b 16.66 16.6 16.6 8.3 8.3 18 18 19 16 33 20 33 17 17 10.75 14 14 14 11 24,4 24.4 9 CS-P F CONTINUOUS SHEATHING MAXilY TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 24" 24" 24" 24" 24" 24" 24"/48" 24" PORTAL FRAME DETAIL#3,DWG-2 1310,1;_;, 2 5 tL 1 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 7 7 2.5 2.5 4.5 4.5 4 7.4 28 4 14.2 4.4 4.4 2.7 7.3 7.3 3.5 2.8 6 6 2.5 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BRACED WALL NOTES: 2. ROOF EAVE TO RIDGE HEIGHT 1.33 1.33 1.33 1.33 1.07 1.05 1.07 1.07 1.33 1.07 1.07 1.07 1.05 1.05 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING, BRACED I a. WALL DIAGRAMS AND DWG-1 .) 3. WALL HEIGHT .95 .95 .95 .95 .95 1 1 .95 .95 .95 •95 .95 1 1 .9 .9 .9 .9 .9 .9 •9 •9 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT VERTICAL,., 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. 5. ADDITIONAL 8001b HOLDOWN DEVICE 6. GYPSUM BOARD OMITTED BWL BRACE WALL LINE c?,^`' E'vO."� :: I I _ � � 7. GYPSUM BOARD FASTENING •7 7 .7 W RESULT REQUIRED BRACED WALL LENGTH(FT) 6 10 10 5 4 7.6 7.6 6.5 15 31.8 6.5 23.0 7A 7.4 4.5 8.4 8.4 6 3.7 8 8 3.4 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) z 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 W LO I.IAX 2"", .".I:�x 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 %U&JS I TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 9.5 3.5 4. EXTERIORAND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 0 r'DLt 1Y SHALL BE OFFSET NOT MORE THAN 4 FEET. t.CED PER PLAN BRACING LENGTH PROVIDED (FT) 9.5 11 10.9 7 12.7 11 8 7.33 23.8 40 8.6 28.5 12.5 9.2 7.3 8.4 9.66 13.5 10 20 20.5 19 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL CO COT'G 2i I:Jf, Or 1HL Efv 4 '�' �!i t 'i�i '13/-r THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 6. ABRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH W 4 END OF A BRACED WALL LINE n/ W z 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL a• Linear interpolation shall be permitted PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, R602.10.2.2 Q Q the average dimension shall be permitted to be used for braced wall line spacing. W j J ABBREVIATIONS; BWL=BRACED WALL LINE, (n C'� O BW=BRACED WALL, O W CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL J CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION , O In I ml QI ' ' W J ^ 0_ O ml � i _JI I mj mi a. crcr) m , 4'-0" 32'-11" 15'-11" 4'-0" N 4'-0" I 8'-11 II I 24'-5'/Z" I 4'-0" E.- I 3-2 15/16 oE3-8 15/16" T-8 15/16"4'_0" T-8 15/16" I 3'-8 15l16" I I I .r O1 a °S' ° i i OU L N u)U U) O acc2' ° � � � c � CS PF CS-PF a. `o a- °� 4'-0" - aciy2co m� an ° C `o M I O.U Y m a) •y N p rn U) U) 0 a~ c.o L c E ; ° a� i I I cn 3 I 3F -I o o d U U �y Cr cQ) � u� o� BWL 2-1BWL 1-1---- ------ - -- -- ------ I --- -- I BW_L 1-8 -- ------ ----- - -- -- ---�---- ------------ --- --- - - - t y - Lcu ° E aac � � ° ocuo 3'-3'/8' I I I R 2:�y cc "- = O co in N-E Q rLn C N cc 67 cc a�T a E a)-o m (J L) LL w I I � � 5- � c a� 2 »- a) I I I A Ca o E `ate o a I TABLE R602.10.4 7"O.C.AT PANEL EDGES o m 03 I ( INCLUDING TOP AND o I BOTTOM PLATES,7"IN FIELD a) ALL HORIZONTAL JOINTS iO 41-0" 1 7'-0" 4'-0" 8'-0" I BLOCKED AND �? FRAMING CONNECTIONS BWL 2-2 I I I I I b) AS PER DETAIL2 ON DWG 2 in N 8'-5" I rn i I I U I - C) o BWL 1-2 1 N �, - ,-- -- - - - - ----- m tLol_u ___________-i"' BWL 1=6 -------------- - -- -- -- -----_ -al WQ� CO 0 N I �w0�° ��y�l I I I 0 U_ x 0 2: I I h-- BWL 2-3 N z~ u c? ' N - -- --- - - - ------- -- --- - - ip oo I I I o �� o O N z - --- - - - ----------- 0 N Q j I � a od N I I Lo W -I- - - - Lu 4'-0" C7 c0 I GB METHOD o I BWL 1-3 GB METHO I � BWL 1-7 -- - --- - - - -;----------- - -- --- --- -- -- ----- - ----- - - M BWL 2-4 I G5'-10" m ----------� ------------- I I o0 --- ------- CD --- -- --- -- -- - --- --- ----- -- -- P� ' [n ih cn I II Ch 0 MGM O j N U I U o � II m 19 U t� N I I I `� - I in BWL 1-4 M I a 7 II � U T o I ( Cl) II I CS-WS `� j3'-7'/," I I U j M 1�-�-� �-+ Z � o I I I o � i u, BWL 2- "Z-59/ M 4_0 2'-11 15/1 2'-7'/a' 2'-3' _ h� O 10 O 2'-73/16" ---- --- BWL 1-5 U � � � � --------- - --- - -------- - -----r -- I a-(n a I I - -------- - -- ------ - �----- - -------- - - p a U U I j I a C3 j I � � I CS-WSP \D 44 3'-9 13/16" I 3'-9 9/161, I ��c A II 4'-0" 17'-0" 16'-0" 20'-0" II ` 15-11 I 4-0 4-0 33-4/Z F 190 yp . 2ND FLOOR WALL BRACING PLAN I 1 ST FLOOR WALL BRACING PLAN F IN SCALE: 3/16" = 1'-0" 0° SCALE: 3/16" = 1'-0" � 2 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE D" 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD - r - 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 2020 BuildingCode of New Ybrk State; Plumbing code; Fire code; Mechanical code; g truss-type p p g DESCRIPTION SPACINGAND 7 9 2. Floor framing is constructed of truss-t e open-web or perforated members. NUMaER AND TYP l Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION 1�" ✓ ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 n drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING '✓ ; Balconies(exterior)and decks 40 10 4-8d BOX (2-1/2') �u� Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON )OR EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) - 2 Fire escapes _ y . 2. Written Dimensions take precedence over scaled dimensions 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR Floor drain 2 3-8d COMMON EACH JOIST,TOENAIL 17. Metal flashing shall be installed were concrete abuts wood, Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink {one Or two traps, with Or Guard In-fill components 50 3 RAFTER LAPS OVER PARTITION TABLE R802,5.2 3-16d COMMON(3-1/2") FACE NAIL y . dimensions,existing or new and be responsible for field fit. Without dishwasher and food Waste disposer) 1-1/2 CEILING JOISTS ATTACHED TO PARALLEL 18. Install joist hangers at all flush structural load bearing conditions. p ) 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL g g Laundry tub (one Or more Compartments) - passenger vehicle garages 50 COLLAR TIES 4. The mechanical systems, electrical systems,plumbing systems and solar energy systems, 5 4-10d Box (3") OR shall be installed in accordance under latest State approved Building Codes. 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND electrical or plumbing sub-contractors. the floor area beingventilated. Refer to Residential Code section R303 Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Electrical certificates are to be provided the electrical contractor. showerheads and bodysprays) 40 20 OF EACH RAFTER OR TRUSS �' ,��.�� Flow rate: Stairs 20. All window and door headers to be 2-2x10 unless noted otherwise. 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL of 2000 pounds per square 'Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings More than 5.7 gpm up to 12.3 gpm 2 P Y 9 Y P 9 9 Vent range hoods as per Section M1503 More than 12.3 m U to 25.8 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm p gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 16d COMMON P Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 (3.5"x 0.162") 24"O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinityof the bedroom and on each story of the dwelling, including 9 STUD TO STUD AND ABUTTING STUDS AT 16d Box ry 9 9 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 10 BUILT-UP HEADER 16d COMMON Floors (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition,or conversion is made to an Existing Residence, TABLE R302.6 L/360 5-8d BOX 2 1/2"X0.113" LIJ garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING -GARAGE SEPARATION All other structural memebers 11 CONTINUOUS HEADER TO STUD OR COMMON ) TOE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. L/24o U SEPARATION MATERIAL Exterior walls with stucco finish 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL z R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with H/3so P Y 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END LLI the requirements of ASTM A 615,A 706 or A 996. NOT LESS THAN THE -INCH GYPSUM OR Exterior walls-wind loads/brittle finishes 4 of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1l2") JOIST(MIN 24"LAP SPLICE LENGTH ID Minimum yield strength of reinforcing steel shall be:40,0000 psi grade 40 , EQUIVALENT TO THE GARAGE SIDE Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes U140 EACH SIDE OF END JOINT) _ required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL R404.1.2(9). L=span length,H=span height ( ) ( ) BOARD OR BLOCKING NOT AT BRACED WALL 16 BOX 3-1/2" 12"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3 isd Box W Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2"-INCH GYPSUM BOARD 15 3 EACH 16"O.C.FACE NAIL z located at the centerline of the wall determined from tables R404.1.2 1 through R404.1.2(9). p' USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL W ( ) gTABLE R802.5.2 Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX 0 to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON END NAIL Q End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF Wr^ to Figure R602.10.7. Braced wall panel connections 3-1Od BOX vJ O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Based on Table R404.1.2(1)- (includes basement entrances and window wells g SLOPE SPACING 2-16d COMMON O W shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT of GYPSUM BOARD ROOF SPAN 3-ed Box Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE To EACH STUD AND PLATE FACE NAIL wall and One#4 bar near mid-height Of WAIL 2-8d COMMON g 25, WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 0- J Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O 0- wall and One#4 bar near the:third points in the wall story. roof assemblyto the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 4d W/ � O -S BOX 7. Base design value for visual) graded dimensional lumber:Joists, studs Rafters and All 21 JOISTTO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL 9 Y 9 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 s 10 13 3-8d COMMON Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection4:12 1 s"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structurall panels 5: 12 16"O.C. 3 5 6 8 z-1od Box Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 23 BLOCKING TO JOIST PP g g g 2-8d COMMON EACH END E,g 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span 7: 12 16"O.C. 3 4 5 s ° r_ 2 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer p n Panel Span Panel Span 4-16d BOX N 0 ° E a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Type Less than or less than or less than or 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL m �' ;v aD -= `o a o L PP but not less than 4 per strip. 9:12 16"O.C. 3 4 4 5 w•-...- E L 3 y o or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL m `o y m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27, Flame Spread Index: R302.9 3-16d COMMON o �°�' " o P 12: 12 16' O.C. 3 3 4 4 ( ) 4-10d BOX o5 c a a c m c.) All Structural connector:) i.e.Simpson strong-Tie or LISP,etc wall and ceiling finishes shall have a flame spread index s 200 No 8 Wood screw 8� m s shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX o o.ID o o p g THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON PER JOIST o._ c w °-- &attics shall have a flame spread index<_25 2 inch embedment on center on center on center ` a ° N T 0 2 �Y BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS H 2 2 o m o a'� ° 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM 0 w in c installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 STAGGERED ON OPPOSITE SIDES o o o °t A °a� CONNECTION SHALL BE INCREASED AS FOLLOWS; c 0 � o� c y� N r c Framing connectors,Allowable Hole diagrams,specifications, etc. wall and ceiling finishes having a smoke-developed index s 450 4-1sd Box y N w S 2 w r �' _ "Micro-Lam"Design Stress: E= 1.9, Flo=2,600 psi, Fv= 285 psi Insulation material,va or retarders within roof,floor,wall, ceilin assemblies No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL � �° - - ° r ° y.2= `o E P g based anchor with HEEL JOINT FACTOR 3-16d COMMON L n ; N w a c L 3•- "Parallam PSL"Design Stress: E=2.0, Flo=2,900 psi, Fv=290 psi &attics shall have a smoke-develo ed index s 450 tested with ASTM E 84 or UL 723 16 inches 12 inches 9 inches H C/ H r a o w s ° c ° o "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi P 2 inch embedment on center on center on center 2-1od BOX(W) OR o o.�-0 w =W N° 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL r - E c t= E 2 o a 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 2-8d COMMON(2-1/2P') .�.y c `t y ti L f0 Z c.�` Q y c N C 0 ° to -.- 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, t a �E a � d w � each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROQF AND INTERIOR WALL SHEATHING TO FRAMING AND N m a co E 2 `o a shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finished floor. ground access areas, panels shall not be located less than 18"from a valley a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 A. Minimum net clear opening of 5.7 square feet. , DESCRIPTION OF SPACING OF FASTENERS z b.Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING O LU opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING W � B. Minimum net Clear opening height shall be 24 inches. c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND " 6d COMMON(SUBFLOOR,WALL) C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than 30 3/8 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" W V D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2 1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C ,J W V) from the inside of the room without use of keys or tools. SPACING SPAN 31 19/32"-1° 8d COMMON 6" SEE NOTE A 6" Z z J WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 d.Where screws are attached to masonry m masonry/stucco,they shall be attached (FEET) ULTIMATE WIND SPEED J z an emergency escape opening shall be provided for EACH sleeping room. using vibration resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. g Y p p g P g 130 140 32 1-1/8"- 1-1/4" 10d COMMON NAILS s" 12" W Q O I- Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located In Wood-Borne debris regions shall ROOF PITCH ROOF PITCH 1/2"STRUCTURAL CELLULOSIC W < U W It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind bome debris. EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical Glazed opening g <5:12 z 5:12 <5:12 2 5:12 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" 9g � 9 g protection shall meet the Large Missle test ASTM E 1996 33 � z � a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems(new,existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 214 201 263 247 5/8"STRUCTURAL CELLULOSIC stamped by a professional engineer if required by the Owner or BuildingDept. Garage door glazed opening protection for wind bome debris shall meet 16"O.C. 12 34 1-3/4"GALV.ROOFING NAIL p FIBERBOARD SHEATHING 7" 7" UJ 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at feast one side of each ANSIIDASMA 115. Areas within hurricane prone regions: continuous run of treads or flight with FOUR OR MORE RISERS. (1), within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 711 7" Handrail Height measured above stair tread nosing,shall not be less than wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1 1-3/4"GALV.ROOFING NAIL 711 711 34 inches and not more than 38inches. All Handrails shall be continuous (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 the full length of the stair from a point directly above the top riser of a flight f- 6" DIAMETER -► A. EXCEPTION: 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS to a point directly above the Lowest riser of the flight. Handrails adjacent to I ( Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span TO RESIST WIND PRESSURES TABLE R602.3(3) a wall shall have a space of riot be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail,see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in the table below. WALL NAIL SPACING Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD MIN.WOOD CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 12, GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" "I", "II", "III", "IV", OR"V" Attachments shall be provided in accordance with the table as folllows: OC 42 535 499 664 622 p above the floor or grade below shall have a railing not less than 36 inches 16" . . PANEL SPAN RATING THICKNESS SPACING EDGES; FIELD W in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 48 599 559 745 697 6d COMMON NAIL N � NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED (2.5"x o113") 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" o O by the riser,tread and bottom rail of the guard rail at the open side of a stairway PANTONE#1s7 N z 8d COMMON NAIL are permitted to be of such a size that a 6 inch sphere cannot pass through. 1.75 INCH 24/16 7/16"OR 1/2" " " " N N Q Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGN CRITERIA (2.5"X o131") 16 O.C. 6 12 TABLE 507.9.1.3(1) F- grade below shall have gu ards the treads. REFLECTIVE vertically from the nosing of th not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 U) o J WHITE FIELD Wind speed: 140 .- 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window - -- NO Of StOrIES: 2 CONNECTION JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS :5 W U opening is located LESS than 24 inches above the finished floor and GREATER �� DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNE5S APPLICATION ORIENTATION TO MEMBERS SIZE'OF NAILS 7/16 min. structural plywood Mean Roof Ht,: 30 ft TO WOOD FRAMING than 72 inches above the finished grade or other surface below on the exterior p� FRAMING SPACING NAILS SCREWS _ of the building,the window must be provided with a window opening control device Panel, Attached to Roof pitch: per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" that compiles with R312.2,2 Window OpeningControl Devices. DESIGNATION FOR STRUCTURAL �� Frame in accordance BldgLength &1/2"MAX.SHEATHING 1/2„ CEILING EITHER DIRECTION 16"O.C. 711 12" 5d COOLER NAILS COMPONENTS THAT ARE OF 1/2" g per plan WALL EITHER DIRECTION 16"O.C. 8" 16" �J TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 BldgWidth Per Ian 1/2"DIA.THRU BOLT 14. FIREBLOCKING AND DRAF'1-STOPPING: Fireblocking shall be installed in STROKE p &1/2"MAX.SHEATHING 3s" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 1s"O.C. 7" 12° 6d COOLER NAILS accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code bidg aspect ratio: 3:1 WALL EITHER DIRECTION 16"O.C. 7" 12" installed per R302.12 thru R:302.12.1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT EQUI ALAN 6d COATED NAILS OR "R" ROOF FRAMING 5/8„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 61' ECRREWS SHALL CALL SCREWS. Fireblocking materials R302.11.1 shall be as follows: 1/2"DIA.LAG SCREW BENEATH SCREWS SECTION R702.3.5.1 ITH &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS 1. Two-inch nominal lumber "FIR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o,c. 3. Batts or blankets of mineral orfibe gas shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 24" 21" 19" r9 P p &1/2"MAX. SHEATHING with the 10 foot horizontal fireblocking in walls constructed using parallel I I I Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o.c.for W N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"D.C.to gable end wall framing. C. C� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) E--I UL 263,for the specific applications 1 Applicant shall provide engineered wood placard U on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL OF FOUNDATION MATERIALS Residential structures with Truss type construction, Fig ~ Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel o � Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. h•~I �/v x N v Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection C) h-'-i Sand,silty sand, clayey sand,silty gravel and clayey gravel a (SW, SP, SM, SC, GM and GC) 2,000 psf �/ C M Clay, sandy clay,silty clay, clayey silt, silt and sandy silt •t .� Q ARG' ^ cn 1�O P4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 � ��r J G (CL, ML, MH and CH) 1,500 psf � )WIND DESIGN � a.When soil tests are required by Section R401.4, SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN It GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD REGION CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the:site, the allowable bearing capacity shall be ZONE ,gT nf90�0 y�Q' determined by a soils investigation. r;70LBSI130 NO NO NO M SEVERE MODERATE 11 YES NO 1500 or less 52.1 ��OF NEB B 3'-0" TO HEAVY M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY]The ground snow loads to be used In determining the design snow loads for roofs are given In Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS12 . WIND SPEED was determined from ASCE 7-16 figure26.5-1 B Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS o TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED r Side Elevation o '� ° ° a 9_ ° ° ° ° ° ° fasten king stud to header with • METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x shall occur net header Header ° , / 6-16d sinker nails '� _ — +�•= — — '* �- — -�• PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ shall occur at top of wall OF BRACED WALL PANEL 16"OC ALONG ,I ICI I•I i, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° ° fasten tap plate to header with o Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) - fastened to the required per R602.3.2 2-16d NAILS EACH SIDE g Braced wall line 1' VARIES BY FASTENERS kin stud with continuously sheeted 'I I I I 1 I, 6-16d sinker nails \ Minimum 40001b header-to'ack-stud .I l'l I•I METHOD CS-WSP; r ° with 1/2"wood ° 1 a, x Fasten sheathing to header with Sd common nails in 3 in.grid strap on both side of opening •I I'I AS PER TABLE R602.3(3) d f0 ern as shown and 3 in,o.c.in all framing studs and sills structural panels , Z r p g( ) a opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG " AT EACH BLOKING MEMEBER o o Minimum 40001b header-to-jack-stud strap ° ( ) BRACED WALL PANEL Sd @ 6 O.C.ALONG 3 on both side of opening opposite side of °.I 0.131 X 2.5"LONG BRACED WALL PANEL o ° AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL ;g sheathing ° Panel splice edges shall occur over •I 2 ° and be nailed to common blocking IN FIELD BRACED WALL PANEL °' °° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- • l• BRACED WALL PANEL BRACED WALL PANEL x a) a o� ° ° ° ° BRACED WALL PANEL BRACED WALL PANEL �° s _ 1/2"thick wood structural panel sheathing - - leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: �° with 8d common nails @ 3"o.o,in all framing is required in each panel edge. 2 I• SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16' OC ALONG �° (studs,blocking,and sills)typical a if needed I•I 3-16d @ 16 OC ALONG i (_D I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I° ° ° W I'I I'1 I: WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG BLOCKING MEMEAC I 2'to 18'(finished width) Min Double 2x4 or ° TABLE R602.3 1 FOR EXTERIOR WALL BRACED WALL PANEL I° ° 112"min.thickness wood structural F= I I ( ) I Min.length 16" 2x6 King&Jack stud ° SHEATHING ! per Table R602.10.5 ° panel sheathing J _ — — _• — _ _ .ri7 _ _ _ 4'. CONTINUOUS RIM OR CONTINUOUS RIM OR o � Min double 2 x post 'I • I'I Min.(2)2x4 typ. Q I I 1' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° No.of jack studs per ° ° Table R602.7(1&2) END JOIST •I ICI I OVER AND BE FASTENED TO COMMON STUDS. I° ° Min.(2)1/22"Diameter anchors I I 1• HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE b installed per section R403.1.6 �� I I WALLS PANELS SHALL OCCUR OVER Twith 2"x 2"'x 3116"plate washer W ADDITIONAL FRAMING U ,I 1/2" L INTERIOt�'` � THID BE CK COMMON BDLOOCKING ON THE FLAT CONTINUOUS ALONG LENGTH BELOW FULL HEIGHT BLOCKING ,I SPACING I'I• I I 1. FULL HEIGHT BLOCKING I I I I I 1• AGAINSTTHE OUTSIDE SHEATHING MEMBER DIRECTLY .I I•I ! I I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W I I•I I l I• 2 X BOTTOM PLATE METHOD CS- PF. CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION -FIGURE R602.10.6.4 Q 'I II II 1' ,I I•I II I, r^ •I I•I I I 1• EDGE SPACING -6" FIGURE R602.10.8(1) Attach Sheathing to v, M FIGURE R602.10.8(2) nail sole letL Attach Sheathing � BRACED WALL PANEL CONNECTION WHEN p g nail sole plate W W Z •I I I I I I• BRACED WALL PANEL CONNECTION WHEN 8Dcommonnialswith °° to joist per Band or Rim joistwi L3� to Dist er W cl EXT SHEATH'G PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"D.C.Top an °° ° Sub Floor nailing sched. 8D common nials °° °° nailing Schad.PANEL JOINTFRAMING FRAMING Bottom °e o° ° Bottomat 3"o.c.Top and Rim Joist Q Rim Joist ° ` ` ' ' ° --��per Plans W Q FASTENING REQUIREMENTS FOR ° ° ° ° ° ° , ° ° ° ° ,.�nchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10 6.4 a- .__I CEILING OR O FLOOR JOIST DIRECTION Simpson r^ ENDWALL—�• ENDWALL H2A Stud To Rafter coil strap with (5 8d common v, Connector _ Were the distance is SIMPSON H2A p ( ) N between 9-1/4"to 15-1/4" nails in each end at each rafter. y at each Rafter. WithEn FLOOR AND CEILING JOISTS Typical Metal provide blocking @ �� E A DIMENSIONAL LUMBER OR ENGINEERED Strapping WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o co f0 y JOISTS-SEE PLANS N braced wall panels (2) 8d x 1-1/2" nails in plate 4" O.C. Zone Panel Field PROVIDE@STRUCTURAL RIDGES d ogt 0 o A at Openings Hodzontallyattached (5) 8d x 1-1/2" nails in Stud Nails spacing Each Rafter on Each side w-5--w `" o rn plywood sheathing p 9 Nailing-See Nailing `o� � =,`ot � o ��, BLOCKING shall have Solid Blocking 0- g Schedule Dwg-1 of Ridge to have a Simpson Z y LSSR skewable hanger. _U ..0 G C w 0, - TYPICAL @all Plywood Joints g AT 48"OC �R,a) u° w � « ° SIMPSON H2A o 2-BAYS IN c o = rn� >� Solid blockin between at each Rafter. With r�, `s 3 t I Fl � BLOCKING @ 48 INCHES ON CENTER g 1-1/4 x 20 Gage Metal Coil rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails •,; g a plate with 8d nails @ 6 o.c. (2)8d x 1-1/2 nails in plate .� N 0, ;. = �.. r SECTION A-A along len th of braced wall 5 8d x 1-1/2"nails in Stud in each end. catch jack studs ° ;I„� ' E N - U°•3 o'E panel. g ( ) and window or door Header. Look Out Blocks ° ' �� s a c` o 0 Comer Holdowns ° "�; �. coo >T c w o o E 2 Refer to plans o � . o c v vi-- m END WALL BLOCKIIJG DETAIL for locations N Typical Less than o �� L �° t= E - o if required T Ical each side and ALL or Equal Gable End Wall ��, 2 z c Q cc N c a cO D FOR FLOOR AND CEILING BRACING windows and doors. to 12" ' • = o = L D " In RIM JOIST BLOCKING BETWEEN RAFTERS 0 BRACED WALL PANELS H- o w ca u F- cc E 06. . o a NTS 602.10.8.2 (1) NTs RAFTER-TO-STUD CONNECTOR & Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FOR 3 SECOND WIND GUST'SPEEDS GREATER THAN 130 MPH See details on BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R602.3(1) ''^^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS -R6012.4.6 v! AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ d48"O.C. �r !� PER NAILING SCHEDULE. �` LOCATED IN THE UPPER THIRD Z Z v, 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 Q 9 OF THE ATTIC SPACE AND -8DATT NHS n J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. Q TO THE RAFTERS WITH 4-8D NAILS L- EACH END O CONTINUOUS FLASHING N (— EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE Of W PAST JOIST HANGER GREATER THAN DECK JOIST AND O Q NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT = (n FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH l l i I PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR OUTER THIRD 12" Min TIMBER TECH- TIMBER TECH- RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL OF SPAN ONLY I I ! I N,-_RAILING inside face of the band joist. SIMPSON ABU POST "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER 4"TREATED POS TO CONCRETE BRACKET COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIDE COVER 2"MINIMUM CLEAR MANUF.SPEC IFICATIO I I MANUF•SPECIFICATIO I I SIMPSON LUS26 @ 2X6 0, THAN 50 DEATER ATTACHED PER ATTACHED PER 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SO STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 1/4 JOIST Q - I I JOIST W/ I CONNECTOR SCREW METAL TIE FASTENED ACROSS AND DEPTH,MAX. 1/2"DIA.GALV BOLTS W/ _- 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE "MIN. __ 1/6 JOIST Use 1-1/4" Metal T2"MIN. 0 OCK WASHERS. WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX.NOTCH WITH 8-10D NAILS EACH SIDE 1/3 JOIST N2 X JOIST EPDXY ANCHORING ADHESIVE FOR DEPTH MAX. COI( Strap 20 Gage N ;V2"MIN, SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SO SCREWS USE WITH THREADED ROD 12" Mln 5 8d common nails N 0 c(�- h1AX• . ,0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON ( ) z 2 MIN. (3)#10 X 3"WOOD SCREWS NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES in EACH END at N N Q AND TWO WITHIN 24"OF EACH END OF DECK Solid sawnjoist an d rafter EACH Stud. I- 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST �� OR ch 14"DIA.CAST-IN-PLACE PIPE 8d @ 6" oc Along L/] LIJ t� o .W_I CONCRETE FOOTING,DOWN � THRU BOLTS BLOCKING FOOTINGS MUST TO VIRGIN SOIL n otch i n q and bo ri n q limits.m its. Braced Wall Panel 0 > Q W/WASHERS OVER BEAM SIMPSON BC SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON (MIN 36"BELOW GRADE) NTS FIGURE R602.10.8 5 W U BETWEEN EACH IMP GIRDER �: ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS (1) Q c r' to JOIST CONNECTOR � OF EACH ENDT LESS AOF DECK: WALL WITHIN 24" SOIL WALL TO WALL STRAP AXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD FIGURE R602.6.1 OR HEADER CONNECTION PORCHES & DECKS NTS TOP PLATE FRAMING TO R507 EXTERIOR DECKS H DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE r F� 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage a e G-185 I SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap � Hot Dipped Galvanized Strap 507.9.1.3(2) STAGGERED z FASTENERS with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR w at each stud at each stud TOP PLATES TOP PLATES N IN 2 ROWS at each stud Strap may be attached OVER Strap may be attached OVER the plywood OR directly to Strap may be attached OVER O O thl d OR directly Q( 0 O 5.5"MIN FOR 2X8 i c_ e plywood to the plywood OR directly to w �'O o studs. 5"MAX 6.5"MIN FOR 2X10 Studs. -STUD BORED HOLE MAX. STUD V 7.5"MIN FOR 2X12 - Studs. GRADE E"'� Q = .-� BORED HOLE MAX. DIAMETER 60% @ O QO cV rap strap under sill DIAMETER 40% (PERCENT)OF STUD r and attach to sill plates BLOCK SOLID 3-16d @ 16 oc Along (PERCENT)OF o DEPTH i �� C STUD DEPTH z O " '. ' c � BETWEEN JOISTS ° o0 5l8"MIN. -5/8"MIN. 5/8"MIN /8"MIN. 2 MIN i, - TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU-BOLT — _ �+ • • ` " C14 ° 4 3/4"MIN , , , ` , Braced Wall Panel a � � ►•rr�' � O •.• NOTCH MUST NOT NOTCH MUST NOT I=III=I ■• N D w ct ty -III=III ' ;'_ FIGURE R602.10.8(1) EXCEED 25% 0 EXCEED 40% 0 '=III • '; '• - O M p JJJ 03 (PERCENT)OF 0 I (PERCENT)OF 0 I a �,a s � .D AFDC STUD DEPTH STUD DEPTH 10"X LE G �� J HAG BOREDHOLESSHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CST-IN-A ,�L IF HOLE IS BETWEEN UNDER B6 IS NOT BE LOCATED IN STRAPPING BORED HOLES SHALL 40%(PERCE:NT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) 60%(PERCENT)OF Wrap strap under sill NOT BE LOCATED IN SECTION OF THE CUT , . STUD DEPTH THEN Applies to Garage Wall and — — +• ! THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD `DISTANCE CAN BE REDUCED TO 4.5" ' ' ` SECTION OF THE CUT NO MORE T IAN TWO -III—III ��; p TYPICAL STAIR FOOTING N G AIL IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction r=lil- and attach to sill lates . OR NOTCH IN STUD SUCCESSIVE STUDS 'SPACING IS REDUCED TO THAT OF -� " " 1-1/4" METAL. . . � Qom .. AREDOUBLI_D •- '• STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS •1 0�gp1� O TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST �TF OF NF��y WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR,EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 2 Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p � MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior Fill entire Cavityto CONTINUOUS BEAD sheathing as draftstop and lay on plywood Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing eala subfloor Insulation dams behind tub - Tub attic hatch - R-val support Non-combustable sealant Base plate prevent loose-fill blocking insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed tom` Air Seal exterior insulatio re uirem n access opening Sealant or ,r OR GASKETED TO RIM floor Gasket falling through Continuous wall 1/4 structural sheathing JOISTIRIM CLOSURE of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access 221L4 adhesive at perimeter and seams. solid blocking -A SILL PLATE INSTALLED 1" min Ri id or rigid insulation Weatherstripping EXPANDING FOAM SEALANT OVER GASKER SILL g Seal stairs Sealant Pre-Fab Fireplace sealed aroundJPanel Adhesi Casing�A 1/2" G Wall CONTINUOUS BEAD OF SEALANT Insulation. Air frame a Gyp. Refer to manufacturers RSEALANT four edges `Pull-down gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a) PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL a(� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, ` Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover ENERGY NOTES " Eave baffle installed A 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. „ „ „ „ „ „ vents. Baffle shall extend over Table R402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater) using the Manual J , S & D submitted at CO. energyefficiency program to exceed the energy efficiency required b this code. the top of the attic insulation - Y P 9 9Y Y q Y 9b. R403.3.3: (Mandatory) Duct testing Ducts shall be pressure tested to determine as per chapter 11 r s LLJ ( ry) g - p p p TYP. ROOF CONST. � TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J"&Manuals"S"&"D"submitted at CO. M efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION FV �.- COMPONENT A►IRBARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS ; r w z 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material, and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER i � W requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. v : Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g g SEALANT ` 1 W continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. 11. (R403.3.5) Building Cavities(Mandatory) Q Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall i O w = sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs i, J Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. temperature maintenance shall be in accordance with Section N1103.5.1.2. a' recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace tem P Y or an approved third art using manual "J", "S" $"D". Automatic controls, temperature sensors and pumps shall be accessible. each cavity. Batt type insulation will show no voids or gaps and pp party g Manual controls shall be readily accessible. ! �� maintain an even density for the entire cavity.Batt insulation shall be ' installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 „N^ �} through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE - �•- ___w_.� _. . _. „ L_ y the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the »- p g p Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° E.y cavity.Where the batt is cut around obstructions,loose fill insulation g Y pp g N o air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system �, 8' _ M 2 o a o s shall be placed to fill any surface or concealed voids,and at the is not operating. w b w L 2 o °o test results shall be signed by the party conducting the test. p g• o�° _ ° manufacturers'specified density. Where faced batt is used,the o .__,8 ° -0 ° installation tabs must be stapled to the face of the stud. There shall be Refer to N 1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM .�. _ __ _ E & ° 0 N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy ---f__ t __ � 8 ° no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE I N ---'r -_t - m C °.- 1 ° 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements , --' 1 ° e o stapling installation tabs. ACCORDANCE WITH r a 6 °Y combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or W i r,y 2 u) o a a o G 3 equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT __ .. ` �_i► , °s ° 3 L 3 0 Insulation that upon installation readily conforms to available space according to UL 127. ._tF.^. _ �w o�o o °t w °�t shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam r- f f 6 m _ 2 8 y w N g ty TYP. ROOF CONST. ..,,► _- - �, >a�:., - � density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) ` L a= , N o o 3 o Roof underlayment �' --- o-a ° o f o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with ::.': 2 x CJ W/ INSULATION .= _ y w ° ceiling/soffit/soffit shall be aligned with the air barrier, sealed to drip edg r t = t- E �' o a g gn shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS ;' S L" `° 2 r r� _0 insulation and an gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. - 1°N a y r_ 8 =L 8 Y g p Pp 9 g 9 sealed. New or replacement heating an OR HERS RATER Pwh hn?t,rp-G,i`a andjnirrs _, 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value p g d cooling equipment shall have an efficiency s c r` ° ° 8..,1 v � � ..7_ �y, f- 8yma Hcu 0. 0n Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see �"� SEALANT - --* - shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs I } 15. N1104.1 (R404.1)Lighting equipment(Mandatory) non-vented in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall cre�:,c.mstm trunl•s drl't d'�Joln;c,nn i V late shall be sealed.The'unction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs J -� installed in substantial contact and continuous alignment with the air barrier. �!� lUJ Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE 0 LIJ and doors and fawning and skylights and framing WITH SPRAY FOAM INSULATION 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12,5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55% f7 shall be covered with a Class I,black permanently attached to the crawlspace walls. N W vapor.retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) 0 0 taped. _ N Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW N N Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa•b 0 0 unconditioned space shall be sealed. 24' APPROVED WINDOW = CO � Q RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 0 0 0 0 (36"IN IBC UNITS) 4"SPHERE CANNOT FALL PREVENTION > CD AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT 25/0 33/0 50/0 66/0 75/0 100/o PASS THROUGH ¢ W 0 DEVICE CONFORM TO U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS the correct density without any voids or gaps or Factora 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by l f� FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a.For ventilation system run time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air seating shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b.Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall, envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbingand Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. Y g CONTINUOUS WHOLE-ROUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on REQUIREMENTS PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO v � installation readily conforms to available space shall _-_. ________.-------�-- � � �„� extend behind piping and wiring. NUMBER OF BEDROOMS -- ------- 3, OPERABLE WINDOWSTHATARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE __4 DWELLING UNIT ___-_. OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2,2 TO MEET EGRESS R310.2.1 � U rA Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Caulk and seal W oU exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4- 5 6 -7 >7 1 `\ rough opening C.) Z tubs. (square feet) N1101.14 (R401.3) Certificate (Mandatory) E"� H Q Cl3 Electrical/phone The air barrier shall be installed behind electrical or Airflow In CFM I \� box on exterior wall communication boxes or air sealed boxes shall be installed. ((, -'\ �l A permanent certificate shall be completed by the builder or other approved party and posted on a wall W ^ = in the space where the furnace is located a utility room or an approved location inside the building. HVAC register HVAC register boots that penetrate buildingthermal < 1 500 30 45 60 75 90 ; boots envelope shall be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit � � I -_-r===-=��'� -_ directory label, service disconnect label or other required labels. The certificate shall indicate the o M Concealed When required to be sealed,concealed fire sprinklers shall 1,501 -3,000 45 60 75 90 105 1 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components "''EQ �,, sprinklers only be sealed in a manner that is recommended the , manufacturer.Caulking or other adhesive sealantss shall not 3,001 -4,500 60 75 90 105 120 Rigid insulation Weather-strip doom such as slabs basement walls and ducts outside conditioned spaces; , crawl space walls and floors, be used to fill voids between fire sprinkler cover plates and (recommended) opening and Minimum R•5 threshold U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the resultsG �_ ,► walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. N / IC = insulation contact. 4,501 - 6,000 75 90 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value *� - a In addition, inspection of to walls shall be in accordance with the provisions of ICC-400. Wall Access panel covering the largest area. The certificate shall indicate the types and efficiencies of heating, P g P 6,001 - 7,500 90 105 120 135 150 cooling and service water heating equipment. Where a gas-fired unvented room heater, Weatherstripping and insulation electric furnace, or baseboard electric heater is installed in the residence, the certificate shall 0190A OQ T OFF > 7,500 105 120 135 150 165 Detail indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, For SI: 1 square foot= 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. electric furnaces and electric baseboard heaters. 12 89'-101, 25'-011 8'-011 16'-1" 25'-811 15'-1" 8'-5'/Z' 7'-7'/z" 24'-011 31-911 71-811 31-811 LADDER&STEPS R310.2.3.1 BARS,GRILLES,COVERS R310.4 WINDOW WELLS WITH AVERTICAL BARS,GRILLES,GRATES OR SIMILAR 1011 10" DEPTH GREATER THAN 44 INCHES DEVICES ARE PERMITTED TO BE PLACED '""""""""-"--'"--"'""'--'"'"'" '------'---'--------------------------- AFFIX OVER EMERGENCY ESCAPE AND RESCUE " BE EQUIPPED WITH PERMANENTLY OPENINGS PROVIDED AS FOLLOWS:NET t ' AFFIXED LADDER OR STEPS USABLE 1 ' CLEAR OPENING SIZE COMPLYING ' ---- -----------------------'__-____-_-__--__----____-----____---__-' POSITION. RUNGS SHALL HAVE AN ' WITH THE WINDOW IN THE FULL OPEN WITH R310.1.1 TO R310.2.3 AND SHALL ' 1 I BE RELEASABLE OR REMOVABLE , , INSIDE WIDTH OF AT LEAST 12 INCHES __________ , , i STAIR TO BASEMENT SHALL PROJECT AT LEAST 3 INCHES FROM THE INSIDE ROUT THE USE ;-" , , , o ; ; ; WOOD STAIR PER SECTION R311 OR OF A KEY,TOOL,SPECIAL KNOWLEDGE FROM THE WALL AND SHALL BE SPACED 1 OR FORCE GREATER THAN THAT REQUIRED ' ' o ' ' _ , , , CAST-IN PLACE CONCRETE STAIR NOT MORE THAN 18 INCHES ON-CENTER 1 I 1 I ' _ I I 1 i IN ACCORDANCE WITH CHAPTER 4 0 FOR THE NORMAL OPERATION OF THE 1 .------- ------ , t` , 1 N VERTICALLY FOR THE FULL HEIGHT OF , , 1 1, , „ , , , I ' ' ' •................ ' PROVIDE HANDRAIL AND GUARDRAIL ti ESCAPE AND RESCUE OPENING. 3-0 3-0 co 1 1 1 1 , _ THE WINDOW WELL. _ t 3'-011 3'-011 1 TO CODE.8"CAST-IN-PLACE CONCRETE W i EXTERIOR PATIO SLAB _ WALL AND 16"X 8"CONC.FOOTING TO U co , , , 1 6"4000 PSI CAST-IN-PLACE SLAB VIRGIN SOIL WITH 4"CONCRETE LANDING 48X48 SLIDER_ , , 1 W/6X6 w1.4/w1.4 WELDED WIRE MESH i i i i 48X48 SLIDER M TOP AND BOTTOM OF STAIR RUN. p ------ - ---- ' ON GRANULAR COMPACTED FILL. ' `"---"---' ----- + 1 W PITCH SLAB AWAY TO DRAIN , Q 1 1 , r---- ---- -------------------------------+ I I 1 I - ------ --- -----------------------------+ 1 t t v, M !^ 15'-311 24'-011 14'-311 1011 I w WINDOW WELL R310.2,3 ap ' N HORIZONTAL AREA SHALL BE loll i ' i loll loll i MIN 9'-0"SQ FT.WITH A i r_ HORIZONTAL DIMENSION 1 I 1 I 1 OF MIN 3'-0"TO ALLOW FOR 1 3"EXTERIOR SLAB LEDGE EMERGENCY ESCAPE AND ' _ RESCUE. LADDER SHALL BE •----- ----- ' ' ---- ---------------------------------- ----------------------------• 1 1 I , ' ---- (----4"x1 -- --------------- --------- ----- ----------------------� 1 0- J PREMITTED TO ENCROACH E me , --- (4)1 3/4' x 14"LVL I 1 b NOT MORE THAN 6"INTO o _1 ---- --- ------------------------------ ------ -(3)� /4"x41 7/8"LUL-------------- DEPTH. - --------------------------- ' i REQUIRED WINDOW WELL r - ------j3) -374"x-11718"CVL"----------------- - - ; -I-- -; ' I , O Q� O 00 1 1 1 3,-0" L.1. v J 1 1 I 1 r i o f TYPICAL I f i ' M i ' i ' ■ HDU5 , 1110" 1 ` 1 'o v HOLDOWN cv U '0= 1 1 U-51/2' 51_011 rn a 1 C�7 ,�m I I 1 1 •------- , O C 2 In 4'-611 3'-611 'LL J UNFIN. BASEMENT EXTERIOR N IT a� O1 o c t5 4' CAST-IN-PLACE CONCRETE , ---__-_ o T t J I LIGHT ' i -.ccc w tS E M w of v o (2)ANCHOR BOLTS �r i SLAB INSTALLED IN I , 1 �, , c o u rn m ACCORDANCE WITH CODE ABOVE i ; UP O; ' _ .�a o m = c IN EACH CS-PORTAL ILt SECTION R506 I w ' i c °c' c m FRAME WALL ABOVE , ------• 4 > 1 1 , , .� o o o o $�p o SECTION-SEE p I I m i I a i� y - ,IQ Y o DETAIL 3 ON PG 2 1 ' I I¢ f 1 a , o J u 1 , , N " a o 2•N g o c 3 J o 1 1 r- 3 ccZ3o m • ------------------------------------------------------------- ------------- ----- ------� ' m I I¢ i �" i o o o o o n� mares _ 2X4 FRAME AROUND I @� , Io i 0 F.D. o ' ' 00 c c'� t co In ,n`o a c H \ STAIRCASE FROM FLOOR I \ C j � ' ' O o r =a� L `o u o -------------------------------- --+ � vI I I oEt o TO CEILING. TREATED SHOE J o O o 1 1 , , a'ro c a� C0 -c m 1 r ' r 1 7 -T 1 1 ._ a- C 1=— E .- V o d 1 1 1 PLATE AND GYP.WALL BD > ' ' ' L u w y m E m m In 0 1 1 1 _ 1 C� J O ' ' 1 1 L' _ _ L m O C U C 1 , , DROP TOP OF CONCRETE , 1 1 .1 PLATE " C+') o , , 1 „ , M� Z c� ¢ c m c m o 0 1 , N N INSIDE FACE OF WALL MIN. N I 0 g_0 �, �,•-•- o AS REQUIRED FOR I 1 r 1 LL I I I _ a, c s E m a7 1 , , ' ATTACH RAILINGS.HANDRAILS 0 1 = o =.0 c c c a) a "-- a) I I SWING DOOR,SEE PLAN , , , ' 1 34"-38"ABOVE NOSING. `vx I LL ' ' 1 d" o ~ u In 1D a• ~ f6 E CL� o 17 FOR SIZE •------ ------- ----- \" obo `_" R302.7 UNDER-STAIR PROTECTION I ' ' ' ' --------------------TYPICAL INT.FOOTINGICOL % ENCLOSED SPACE UNDER STAIRS THAT ' 1 ; :_ o; o '----"-------""""" "----- 30"x30"x12"THICK I , , 00 1 1 `- 1 � IS ACCESSED BY A DOOR OR ACCESS CAST-IN-PLACE CONCRETE PANEL SHALL HAVE WALLS,UNDER-STAIR I ' t o SURFACE AND ANY SOFFITS PROTECTED ' , `--------+ •---------------- FOOTING w/3- C LUMN each way O ON THE ENCLOSED SIDE WITH &4 DIA STEEL COLUMN 112-INCH GYPSUM BOARD. zo 1 I 1 1 1 1 I O I 1 1 23'-4" 11 0; 8'-6'/z" 8'-6'/z" 18'-0" 10'-0'/z" ' 10'-0Yz" T-011 aP 8-10 1 1 UNEXCAVATED • ------------------- ------ (2) ; I ' ANCHOR BOLTS , 0 0 1 TYPICAL GARAGE SLAB IN EACH CS-PORTAL 1 ,� �--- ---+ �--- ---+ ,I " 1 --- ---• I 11 �-- " 11 I 1 10 _ t (3)1-3 x11-7/8"LVL I (3)1-3/4"xii-7/8'LVL (3)1-3/4 xl1-7/8"LVLw/2-1/2 x 11.5' STEEL PLATES (3)1-3/4'x11-7/8 LVL (3)1-3/4 xl1-7/8 LVL ------- I �p � � I FRAME WALL ABOVE 4" CAST-IN-PLACE SLAB �• 1 1 ' ' ' ' 3'0" (V 1 t SECTION-SEE W/6X6 W4.0 X W4,0 WWM N t •------- ------ -r- - t----- --- -------- --- ---'----------------- ------- ---'------------I--------- -'----------------- ! 1 1 1 - -------- o ' t DETAIL3ONPG2 PITCH SLAB-1/4"FT TO o o I ---'----- --- -- ---;--- ---r-------- ------ ;------- 1 ---1------------,--------- r---------- -------r -' fD 1 1 p) — I I I 1 I I 1 GARAGE DOORS C ' Bea Poc et I 1 I I co = Beam Pocket (typ) `-------' ---- `-- --' `-------' shim as re 'd `^ _ 1 1 _ = 1 I ' I 1 1 I shim as re 'd J N ? LO 3 FINISHED J II I I I I I I I Ij ' ' 3'-0'1 1 , O J I J U_ 1 I li I J VESTIBULE J ol > _ O J I R-21 BATT U_ zn e " •- - INSULATION c 1 t ❑ X - ZO t t W 00 It • 11 u n n u u n I I 1 1 1 t ~ r l l a I'7 6. II II II II II II II I I 1 I DROP TOP OF CONCRETE ' u n n u u n u � N AS REQUIRED FOR i Cl) M i i N N I" " ' 19'-10'/a" o t 1W Of F- fV , 1 " 11 11 II " fl II I , t t GARAGE DOOR,SEE PLAN , t _ w II II _u II II n I ___ '� y u u n r- rr--Ir+ n u I r-- (n FOR GARAGE DOOR SIZE M 0 ; ; M `o ; ;co N N ... I I II II II II II „ II II I O T_ . . I 1 ; TT-- I O I II II 11 II II II II II I 1--- U) I � .1 1 C"! r x WO 1 I 1 LL ` 1 I -----.- ---T--- J 1 +�- 1 IM l— U) T W ----- , _--1- : (3)1 3/4"x11 718"LVL _J I <•, 1 1 W C:) U o t I (3)1-3/4"xii-7/8"LVL ' I U_ ' d ' ' — -J 1 ' ' , •- ' ' ' ------------- I ' --' \ `--- --' `--- -J' CV I I W ~ Q r (A 9 - i N I co R-21 BATT = , ti i i i ---------------------------------------------------------------- - i M \ o ' LO 12'-2" INSULATION 12'-2" M i , 1 1 1 I � � I --------------------------------------------------------------------------- ' Ln 1 ,IL 1 ' _ I U I `'•� ' ' (2)ANCHOR BOLTS TYPICAL HOUSE FOUNDATION (9'-0" HIGH WALLS ) I IN EACH CS-PORTAL IN ACCORDANCE WITH CHAPTER 4. 10" CAST-IN-PLACE WALL WITH ' - 1 h� FRAME CS-PORTAL - 1--------- -------------------------------- V ALL OVE SECTION-SEE HORIZONTAL REBAR: PER TABLE R404.1.2(1) I ---------- -------------------------- ------+ � o w 1 DETAIL 3 ON PG 2 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall 3' EXTERIOR SLAB LEDGE _" `; •- o 1 1 and One#4bar near the third points in the wall story. o 'ram- °' -------------------------------------------_ H VERTICAL REBAR: NOT REQUIRED PER Table R404.1.2.(8) ' ' co ' o i ; WASTE H}'y ON 20"x 10" CAST-IN-PLACE CONT. WALL FOOTING, i i ' ' .1 ' MAINTAIN REQUIRED SEPARATION LINE WITH 3-#4 REBARS CONTINUOUS IN FOOTING. DISTANCE FROM ALL HEAT ENTRANCE 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE - ' ' " ' M PRODUCING EQUIPMENT TO 1 1 � 3"EXTERIOR SLAB LEDGE ' N 1 SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND o COMBUSTIBLE MATERIAL AS PER TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Ir- zn EXTERIOR PATIO SLAB F- MANUFACTURER'S SPECIFICATIONS _ a FOOTINGS 1V TO 2H.ALL FOOTINGS SHALL BE I I i i AND LATEST MECHANICAL CODE. o r 1 rn 6"4000 PSI CAST-IN-PLACE SLAB , 1 , , � V +- t t W/6X6 w1.4/w1.4 WELDED WIRE MESH A MINIMUM OF 36 INCHES BELOW FINAL GRADE. _ is t DIRECTVENT � W ON GRANULAR COMPACTED FILL, t ; ; HEATING SYSTEM z _ PITCH SLAB AWAY TO DRAIN ' , , , U TYPICAL ANCHOR BOLT -R403,1.6 i i +- i ' ' ' INSTALL IN COMPLIANCE � ct MAXIMUM SPACING: 1/2" 72"O.C.EMBEDMENT OF 7"WITH a----------------------------------------------------------------------------- 1 1 1 W/RESIDENTIAL, ENERGY NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST i MECHANICAL CODE ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ' ' W M 1 -----• 1 ( ) Q 1. Walls 24 inches total length or shorter connecting offset braced wall a ----------------------------------------------------------- ---------------a ___, t v - O "� panels shall be anchored to the foundation with not fewer than one anchor bolt ' located in the center third of the plate section and shall be attached to adjacent ------------------------------- braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) B �� O M 2. Connection of walls 12 Inches total length or shorter connecting C A 9 G offset braced wall panels to the foundation without anchor bolts sha►I be permitted. 5,EDThe wall shall be attached to adjacent braced wall panels at corners as shown in 10 9 \Item 9 of Table R602,3(1). (Fastening Schedule � C Q' G; 25'-011 8'-011 27'-5'/s' 13'-11" 15'-5'/" i . Ln ' 9'-0" FDN WALL HEIGHT FOUNDATION PLAN AREA SCHEDULE `G'�f'jtw'(4-`� SCALE: 1/4" = 1'-0" NAME AREA FINISHED VESTIBULE AREA 174 sq ft. 14 89'-10" 25'-0" 8'-0" 16-11" 24'-0" 15' 11" 01 10'-6'/z" 5'-3%" 01 8x8 POST FINISH TO 12" X12"COLUMN ------------------ ------------- WITHAZEKTRIM --'-----'"-"' (3)1-3/4"x 9-1/2"LVL (3)1-3/4"x 9-1/2"LVL I ' I I I ' I I I I q t` CONTINUOUSLY SHEATHED o PORTAL FRAME.SEE DIET 3 ON DWG-2 AND FIGURE R602.10.6.4 I I TW3052-3 TW3052-3Ln W COVERED LANAI (2)1-314"x11-7/8"LVL N (3)1-3/4"x11-7/8"LVL x ------------- N I 16'-0" Q CLG SPLAY LINE — R312.2 WINDOW FALL PROTECTION NOTE: o� CO o X �' 2X6 1.5E TMBERSTRAND „ W cNL LSL STUDS @ 12"OC 15-0 TOP OF THE WINDOW SILL SHALL r CONNECT W/(3)16d NAILS BE A MINIMUM OF 24"ABOVE THE FINISHED N q TOP/BOTTOM PLATE J FLOOR AND GREATER THAN 72"ABOVE THE x :1,1 - (3)1.3/4"x 14"LVL--FLUSH- zj� 0 Q C) FINISHED GRADE OR OTHER SURFACES M _`_ __________ -------------- FHSWP FWG808OR FHSWP FWG80SOR FHSWP U o .? -------------------------------- 0 ON THE EXTERIOR SIDE OF THE � x U) BUILDING. SHALL COMPLY AS FOLLOWS: M -N 3 1-3/4"xi1-7/8"LVL M 7(3)1-314"x11-7/8"LVL � ( ) r U o O W FCn R312.2.2 WINDOW OPENING CONTROL DEVICES: DINING I w o a"' °�WINDOW OPENING CONTROL DEVICE SHALL n O9'-0"CLG HT I O(- COMPLY WITH ASTM F 2000. THE OPENING I 5 1 U)g BEDROOM#1 sN � ■ O J J \ i� =' DEVICE AFTER OPERATION TO RELEASE THE I I HOEDOWN N v o 11-0" TRAY CLG Cl) (L YL DEVICE SHALL ALLOW THE WINDOW TO ra CID FULLY OPEN TO MEET THE CLEAR OPENING 4._6„ I I N N `� AS REQUIRE TO MEET EGRESS R310.2.1 I U1 = E o LIVING ROOM + " i _.r w m N� o E c I I /z I y � � � E'er `o air C" OPEN TO ABOVE c� rn c m = o `1) o =I I SEAL&INSULATE o u c t o c f6 c 4'-10'/" U ATTIC STAIR PER .a c a —°o c O SECT 1102.2.4 2 x8 RAFTERS 0 16"oc Iv 8 v, rn -6= Q o t o I J SEE DIET ON DWG-3 N @ .4 R.C°5 0,0 �' M o a U I o 2X8 CEILING JOISTS 16"oc 3'0" j 1 I N UL LISTED GAS 2-2X10 "' c d V 2 Y >—n i 2-2x10 I -°� O ;d o PRE-FAB FIREPLACE - - - - C� n y in a 3 L c'c N m!n co m•- ff oc3 c.. m 0 ' o q x I GLASS DOORS& 0 0' WALL HT a m m `r y `o x o 0 oar, ��" O b N HEARTH EXTENSION 4 M 20 M I AS PER RESIDENTAIL zo � LIN - L r 2 N I , „ CODE-CHAPTER 10 •- -- iV CIL M = o18 ° o 4/zTo, L — — — — — - O n r; = o � v w o�t TW2846 �l I VENT TO EXTERIOR Pull I, 2'_0" 8'- 3'0" L¢ c `�c L E o a -----) I I igtairn II i " '/' , tBab z c St uiv =U c ______ _ ____ __ m _ 1-3 14 LVL RIDGE BD R o -= m u 8z- f0n N I I ,I 1 I - - _ - - — - L O O-O 7 L C O Y- N fA C N N O e r ' 23'-8'/z' 8'-4%" I I I I I I H e In m � F- R E CL o n CI I 1 I 1 -———------——-- 10,[' 1 I FAN T i 1 UO ___—- I I II I 6 O @ I �' m DWELLING GARAGE GE R302.5,1 OPENING PROTECTION. -H 'n Us I `� 6x6 POST ' INSULATED SOLID CORE STEEL �`�`� a Cl) U) I MASTER BATH FINISH TO SEPARATI{ N IN I / i� = w -- - I v) ACCORDANCE WITH DOOR,20 MINUTE FIRE RATED. �., W O F- , FLAT CLG N O 8X8 o TABLE R31j2.6 WEATHER STRIPPED F- ' " KITCHEN I -----' a Iv-0" N W/SELF CLOSING DEVICE. STORAGE tL z g i 9'-0"CLG HT I co -z @ Mz w SEE DWGLi FOR TABLE CONC.FLOOR n F bo INSULATEiWALLS ( o w0 ' -- _" z ~ I COMMON WITH LIVING N U AREA. i I / N 2'- N 8'-2" 10'-8/�" 4'-10" 4'-0"M 5 W 13'-8/�" x N y,_a 5'_0, U , Q ti PROVIDE:iHEAT 5'/Y" 3'/�" 5'/2" 3Yz° in DETECTOt PER R314.2.1 ' 2x12 RIDGE 5'/z" c i to x N I LOCKERS _ X Cl) I .- - - - - - - - - - - - - I I I I I I I 2-2X10 -------- N r- � 2-2X10 I ' I � � � � � I o 1 J to I I I I I I 2X10 9�r\? I I CO �} p I I I I I I I I - - — -— - u I O' I I �- �=///�� Q I o UP I I I 1 I I I 2'6 7 ' I I ��-- �`7 N I M I I I I I I 1 c` q I W = U W e I I I I 1 1 J c� 10'-0"WALL HT 0 I I O W - „ I I I I 1 I I _ _ _ _ _ 6'-11" '6" - - - - - — _ - _-----= q `r g Z g 2-2xl0 2 6' (2)1-3/4"x 14"LVL FLUSH 5� i II I 1 00 ' X I \ I J J 0 O I I I I 1 1 I N �7 I N I 1 O w Q O Q I II 1 I I I 0 .1 d CD MUD ROOM N U "coo p+p li I 2'-6" a too o io X N 2x10 RAFTERS ah 16"oc I 2x10 RAFTERS (a�16"oc \� V-0"CLG HT 4411 E ' ll ' ' cio � v N Q '------- ---------------� ' 8'-4'/z' a .y+ O 1 I I I 1 1 I I ,2x12 CEILING JOISTS @ 16"oc ' 2x12 CEILING JOISTS @ 16"ocFAN I II I iV fn q W O I I I I I I I I N H � N 2x4 COLLAR TIES @ 48"oc I 2x4 COLLAR TIES @ 48"cc 2-2x10 -o�� ' � Cr U)o_w in O a @ u @~ N z I " LAUNDRY ROOM s O W N Y-0"CLG HT ¢ ■N `' WALK-IN J�g '�, N Q o `o FOYER CLOSET N w 0 Lu N 2-2X10 \ ih N W I I N o co U) ' rq TW3052 N q ° Y-0"CLG HT O FLAT CLG X U v � W W f 2-2X10 I � c, @ 11'-0" N 1 _J q 9'-11'/" 5'-11" is 10'-6Yz" I `� io � WN ~ rr< 0 M M I - - - - - - - - - - - - - - - - - - - - - Q L7.. ! v! TW3052 TW3052 `� c 13'-0" 15'-0" — — — — — — — — — — — I — — — — — — — — — — — q 2-2x10 2-2xl0 I /z N I 5,/" , II 2-2x10 2-2x10 TW3052 TW3052 3 In I I II - ih 1,S M c TW3052 TW3052 ° 2-2x12 `O FAMILY ROOM �I I UO Y-0"CLG HT h T-0" 11'0" 7'0" i i @ FWH60611 PALR Q M Cn ~ W 0 O lzd W O L.L I I Q () in M Mco IN'(]915.3.3 Residential Buildings and Commercial Buildings i i cv v With an Attached Motor Vehicle Related Occupancy (3)1-3/4"x 9-1/2"LVL N 'ter Carbon monoxide detection shall be installed in a central or otherwise approved O ---------------------------------------------- location in each occupiable space in a commercial building and within 10 feet of - -- - -- - - - CU the entrance to sleeping areas and sleeping units In residential buildings r [.,,I Z and commercial buildings that: 2-2x10 [� L H V) rZIN� 1. Have a communicating opening with an attached motor vehicle related occupancy, 6X6 POST TW3052-2 1 ' M 2. Share one or more common walls with an attached motor vehicle related occupancy,or C --------- -------------------- 4'-6" 4'-6" W M FINISH TO 12' O 3. Are located one story above or below a motor vehicle related occupancy. 1 -------------------------- ' B M 'C X 12"COLUMN h+� WITH AZEK TRIM A c•>I WINDOWS, EXTERIOR FRENCH & SLIDING DRS Q Fs-I m 4'6" 7'-11'/z' 4'-Z" g 6'-11 Yz' 6'-11 Yz' , 0 r� Plans indicates ANDERSEN series 400 Tilit Wash yr+�. Model Numbers and shall be In accordance with R609R�D To be designed & installed as per manufacturers 25'.0" V-0" 16-71/2" 10'-10" 13'-11" 15'-5'/2" specification for 140 ultimate design wind speed and Table 301.2(2), 301.2(3) 89'-10" Provide HP LOW-E4 glass; U = .30, SHGC = .30 EGRESS: shall meet R 310 AREA SCHEDULE r" I WINDOW FALL PROTECTION: shall meet R312.2 NAME AREA Substitutions made upon meeting Code. �$ Smoke Detector // Carbon Monoxide Detector 9'-0" PLATE HEIGHT FIRST FLOOR AREA 2866 sq ft. 10. 0y90 0 OQ See page one, general notes for additional CO ft, rF �y code requirements. O Refer to DWG-1 General Notes 1 ST FLOOR PLAN GARAGE AREA 614 sq FIRE BLOCKING SHALL BE INSTALLED O In accordance with Section 915 of the SECOND FLOOR AREA 1209 sq ft. IN ACCORDANCE WITH R302.11 V 2020 IFC, R314, R315 of the Residential SCALE: 1/4" = V-0" FINISHED VESTIBULE AREA 174 sq ftjft THRU R302.11.2 AND DRAFTSTOPPING code of NYS PER R302.12 THRU R302.12.1 Area 11 1930 sq CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet 56'-10" the egress requirements of R310. 2. All windows shall meet Section R308 Glazing and 16-11" 24'-011 16-11" R308.4 Hazardous locations. 3. Windows were required shall meet the Window Fall protection requirement R312.2. 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 5. Stairs, landings, railings & guards shall comply with R311 & R312 6. Outside lighting shall comply with RE 3803.3 7. Stairway illumination shall comply with R303.67 and R303.8 8. Fireblocking shall comply with R302.11 thru R302.11.2 9. Draftstopping shall conform to R302.12 thru R302.12.1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10. Flame spread and smoke-developed index for walls r TW3046-3 �' and ceilings shall compy with R302.9 thru R302.9.4 11. (2)1-3/4"x11-1/4"LVL Flames read and smoke-developed index for I I r - - - - - - - - - - - - - - - - ' I p p I I I I I insulation shall compy with R302.10 thru R302.10.5 I I Z 11. Recessed lighting fixtures rated for i t I i W p CO membrane penetration shall meet ASTM E119 '0 I I I 1 and Fire Stopping as per ASTM E814 or UL 1479 I I q I I I I — 12. Exterior Decks shall comply with R507. I 10D I I I 1 M W o Q Z I II II W Z JL — — — — — — — — — — — — c 8'-0"x T-0" FIX GLASS 8'-0"x 3'-0" FIX GLASS I I Q N v FHSWP FHSWP FHSWP I I I W < o - coI 1I O X corn II C? (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL I bo BEDROOM#4 I I 1 1 O W 2X6 1.5E TMBERSTRAND 1 I 8'-0"CLG HT LSL STUDS @ 12"OC I I IL „ 16'-011 II 24'-011 1 15'-0" O II II I I ( II 5'-0" I I 1 E ° 6.- I (2)1-314" x 1-7/8"LVL LUSH ° I I I � °,U ° E B - - - - - - (D O I 1 1 w a L rn C O O 3'-611 � a a, 00 � � f0c�o Cn 2 6 OPEN TO BELOW M D w_ I 11 ai o a ° y ° FAN < I w D ~ I I I u�i N 2 c o � a� `o ® � I � z� �' I 1 .n� �.0 z 12'-2'/11 Jg N I I I p O 8 Q7 ° rad 6w z Q c I _ x UU I I y � ccc m � ,� p`wv� (D /\ 3'-11'/z" \ "' N� I I tn� c� .� Sao � o - I C? xN I I ; o Q o o•c o L°t b0 iV I I a' o E c "' E ` o a N O I N 1 1 N LCU C Q N C N Cpo 0 O U(A) CO I I I I f•-• U m lD a P m E 2L C O d ° I SEAL&INSULATE I ATTIC ACCESS PER CD I 1,Pull 11 SECT.1102.2.4 \/ pOWr1 1 1 I SEE DET ON DWG-3 1 Stair / 1 I (1)1-3/4"x16"LVL RIDGE BOARD in -FAN - - - -0- - - - 1 - -r-r - - - - - - - - - - - - - - - - - - - - - - - - Cl) CD 18'-8'V2" 5'-3'/Z" I I I I 1 11 +c°Q . `O I 12-2/s 6 (3)2 X 12 W/ 2-1/2"STEEL PLA S FLUSH �L+ I I I ----- ------------------ II UO CJ fV I1/1 - I-- I - 1 - 1 - I-- I ( � � ° tO o ✓ i i i i 1 i i i GUARDRAIL ( + J / I I I I U_ I 1 I I 1 I I (A (n BALCONY I w UJ 0 GUARDRAILtZ < O N W Q C) X c�v \ ' DN I ~ `~ N BEDROOM#3 0) I �-l/ I I jl Lo cv 9'-0"CLG HT L � N o I I I N W H Cl) `N 1= I I C) O o I I WALK-IN �a}, 1 0 1'-7" `O 'a I I N Z N I CLOSET LOFT t= 4'-0" ' .;-I I 1 N N (A 8'-0"CLG HT 2,_4„ I I 1 0 N <C t` BEARING ' I I I = T W I I WALL 10'-6/z' co I I Ur O Q I - I 8'-611 I 31/Z 1 I I I W U (2)1-3/4"x 9-114"LVL / 2x10 RAFTERS Cad 16"oc I 11 Q In I I , 2x10 RAFTERS @ 16"oc OS 1 I L J 2x8 CEILING JOISTS @ 16"oc N S 2x8 CEILING JOISTS @ 16"oc I 1 C — — — r �W�46-T _ — 2x4 COLLAR TIES @ 48"oc co 2x4 COLLAR TIES @ 48"oc -� - - - - - - - - - - - - - - - - - - - J T� L V1 7'-0" 7'-0— PLC ATE HT� 9'-1" PLATE HEIGHT PLATE Tce) go IN- 3 2x10 BEDROOM#2 8'-0"CLG HT o I I — — — — TW3042-2 — T 'l 2x10 RAFTERS CED 16"oc I o o I 2x8 CEILING JOISTS @ 16"oc r I 2x4 COLLAR LIES @ 48"oc I `.T.� C-4 B:�)C 9 I 13'-0" I 9 as 10 ► U r o 3-2x10 W z LN ��c11 L — — — — TW3k52 2 1 „ 1 GUARDS R312.1 41-8/z 41-8/211 00 GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF 3'-8'/z" 9'-5" 3'-611 O r+ OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, �/ O MCZ RAMPS AND LANDINGS,THAT ARE LOCATED MORE 16'-7'/i' 10'-10" 15'-5'/° = '' � THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR ;BRED AIR�, OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES r �� U 1I1 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 1 11 �'` G INSECT SCREENING SHALL NOT BE 56-10 CONSIDERED AS A GUARD. r 1� ry ` O Smoke Detector { � " HANDRAILS R311.7.8 C arbon Monoxide Detector 8'-1" PLATE HEIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE CO Refer to DWG-1 General Notes AREA SCHEDULE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. 2ND FLOOR PLAN NAME AREA 6 In accordance with Section 915 of the ,, 01 p 10 QQ' 2020 IFC, R314, R315 of the Residential SCALE: 1/4" = 1'-0" SECOND FLOORAREA 1209 sq ft. j� . O)' a code of NYS Area 11 1930 sq ft. 12 g 12 8 000, 12 TOP OF PLATE 12 U 00 Z W 4 12 TOP OF SUBFLOOR W ,L'Lt 7 g — _ _ _ — _ TOP OF PLATE W L OQr) vJ O O � � 0� U) N N = TOP OF SUBFLOOR - - - - 02 o E B TOP OF FOUNDATION " °' t ° °'o 8 w w E s N Nv s - - - - - - - - - =� z oc ° coo O ° C 2 acO�1- RI T LE N Z L L�NO°�. m SALE CI I �� C C.� Q O r y 0 ('� N y,�t Q y C N c N 0 V —0 == M'ya `m = 0UN m c nE H0V)ma HmEn�oa TOP OF FOOTING — _ — _ — _ — _ TOP OFRO F 12 10 12 12 10 10 TOP OF PLATE - - - - - N W H o O N z N O N Q 12 H LLJ L==J 6 � W 12 co v((�>� \ Q 10 10 1 r � W ~ U Q e- co i _ TOP OF SUBFLOOR 12 5 TOP OF PLATE F~-� �V LL--111 LL ILL- 1----j 1 4 N ~' H z TOP OF SUBFLOOR H Ml — TOP OF FOUNDATION ^ r�rll op - - — - — - - - V 75. bb O -E� -q �C J H/G� ��'��11 O L� s FRONT ELEVATION SCALE: 1 /411 = 1 '-011 �q 0190AO y Q` O 4�'UF{q TOP OF FOOTING 12 — _ — _ — _ — _ TOP OF ROOF 8� - 12 8 12 4 — _ — - TOP OF PLATE W 00 Z 12 W 4 '0 TOP OF SUBFLOOR v, MN TOP OF PLATEw�// Z — LL W 9 EI 0Q0 FIFF] EI-17 DEE FF-17 - L -IFF] EIFT] E1E1E1 cq Q_ J T LJ — _ TOP OF SUBFLOOR c E.0 TOP OF FOUNDATION m oa E ,2 Au A AHM HUM - - - - - - - - - - rn � 'L o y a E 10t' 0,-aowo II 1 I IIII 1 I I I a c c Z a oL) c III I W I IIII I W t 111 ms -a o°c� wou y Y > yc�6 ooh 2G o n a Gb 3o`III T IIII T III o .nE o'er o 0 ors III I IIII I III O L N � 3 t G C�3 O III IIII III LEFT ELEVATION 0- u--'E a)-0 0 LL = a a JJ LL = e a JJ L _ — — — — J SCALE: 1 /4" = 1 '-0" �=oa � UAL ,mod„ O G(�'o w G O ` C O c� cym CmE oeni N .G Q N c V G d O m G 0.E m v o d o TOP OF FOOTING iL- `�' `�° H `G° E a o n TOP OF ROOF N w NO 0 N z 1 N U) 6 co Q 12 N 12 10 Q Q T T T 10 Q U) 12 5 — _ - — _TOP OF PLATE — p � H " z cos OF FOUNDATION M U *d to 0o „p LON m 0 0 III 1 W 1 III LLB_=_� _Jbj DARc REAR ELEVATION �`�� SCALE: 1 /4" = V-011 ff 1" 01 iq O TOP OF FOOTING �T�OF NE`Ny CONTINUOUS RIDGE VENT IDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF R802.4.6 COLLAR TIES NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4-10d EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO A POINT NOT WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG INSULATION SCHEDULE THE ROOF SLOPE FROM THE EAVE EDGE OF THE shall comply with 2018 IECC BUILDING 12 Location R-value Thickness 9 Flat Clg * R-30 10-1/4" 12 2x6 CT @ 48"oc Vaulted Cig R-30c 8-1/4" Floor(unheated space) R-30c 8-1/4" 9 Floor(outside air) R-30c 8-1/4" Exterior 2x6 walls R-21 5-1/2" N1102.2.3(R402.2.3)EAVE BAFFLE air seal walls to pass 3 air changes per hour FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE UNINHABITABLE ATTIC W Above grade attic walls R-15 3-1/2" INSTALLED ADJACENT TO SOFFIT AND WITH LIMITED STORAGE Foundation Rim Joist: R-30 EAVE VENTS. BAFFLES SHALL MAINTAIN U R302.13 Fire protection of floors. AN OPENING EQUAL OR GREATER THAN Floor assemblies that are not required elsewhere in this code to All Glazing U = .30 SCGH: .30 THE SIZE OF THE VENT, THE BAFFLE R-30 BATT Z be fire-resistance rated,shall be provided with a Doors-less than 50% glazing U = .40 SHALL EXTEND OVER THE TOP INSULATION 'Y2-Inch gypsum wallboard membrane, Door-more than 50% IaZln U = .30 SCGH: .30 OF THE ATTIC INSULATION. W %-inch wood structural panel membrane, glazing R806.3n^^^^A^AA^AAAA^AAr0 or equivalent on the underside of the floor framing member. MIN.1"AIR GAP *If art or the entire attic will be decked over with plywood, BETwN INSULATION M Penetrations or openings for ducts,vents,electrical outlets, p p AND SHEATHING �/ }' lightling,devices,luminaires,wires,speakers,drainage, the ceiling joists must be deep enough in order to fit thew�// LL Z R802.5.2.1 LAPPED JOIST L.L W piping and similar openings cr penetrations shall be permitted. batt Insulation so that It is not compressed. If not then LAPPED NOT LESS THAN 3". INSULATION BAIT — _ _ — _ — - TOP O_F PLATE_ �`—�--�R-10-RIGID INSULATION TA ED INSULATION Exceptions: CIg Jsts will have to be built up or upgraded to the next size. AND SEALED AT INSIDE SHALL BE NAILED 16d Q Q PERIMETER OF EXTERIOR COMMON NAILS IN ACCORDANCE w Q J 1. Floor assemblies located directly over a space protected by an SLAB E GRADE EXTERIOR CONST U 10 WITH TABLE R802.5.2 ON DWG-1 W automatic sprinkler system in accordance with Section P2904, Other Specifications: MINIMUM R BELOW v, 0 NFPA 13D,or other approved equivalent sprinkler system. • Windows: US 0.30, SHGC5 0.30 EXTERIOR GRADE `j�l ® ® 0 UJ J 2. Floor assemblies located directly over a crawl space not intended • Z 100% high efficiency lighting (CFL's or LED's) j �-- for storage or fuel-fired appliances. • 5 3 air changes per hour WALK-IN q 0— o� 3. Portions of floor assemblies • Z CLOSET MASTER BATH All Energy Star appliances BEDROOM#1 0 shall be permitted to be unprotected where complying with the following: 3.1.The aggregate area of the unprotected portions does not exceed 80 square feet per story R403.6 Mechanical ventilation shall be provided that ' 3.2.the p o met in accordance with Section to separate is installed along meets the requirements of section M1507 it ❑ a ENGINEERED the perimeter of the unprotected portion to separate the unprotected FLOOR portion from the remainder of the floor assembly. JOISTS o TOP OF SUBFLOOR E'y 4.Wood floor assemblies using dimension lumber or structural composite R403.7 Heating and cooling equipment shall be — - - — - o 2lumber ` or other appro ed floor assembles demonstratingal to orgreaterthan 2-inch equ nominal ivalen fir Sp rformance, sized in accordance with ACCA manual J by a — - - — - TOP OF FOUNDATION c _ y o o 12 certified third party rater. — - — - — - — m o c = y ° E R-30C BATT :Q c c Z� �° `°' a�°i m obi INSULATION 8 _ w O ° 0 O .tN • III, C O N O O W 0 8O R302.13 FIRE PROTECTION OF FLOORS: 4 Q c ai, w Y n." o PROVIDE 1 2"GYPSUM BOARD ON ENTIRE ai L 2 CONTINUOUS RIDGE VENT a;, CEILING A OVE BASEMENT ATTACHED a a w SE-6 n m 2- TO THE UNDERSIDE OF THE JOISTS. ; o 0 u a� � IDGE BOARD o, L a N o .3 v.E b. 4-2 UNFINISHED 6 J ° ° 12 A: A; Lv•NNM omE=2 ° ° d w E V c BASEMENT r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — •° �-5Z;c tm cVc I °• e:. Lo �EE � 2, r - m Q rn c�i c m O TYP.BASEMENT SLAB o w co a- m E 2L ° a I :S I� i 12 'B — _ — _ —TOP OF FOOTING 9 12 �v`• % - - - - - - ---- — ----- - - - --- - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — f ` • - D 9 I .a I 2x6 CT @ 48"oc SECTION - B. SCALE: 1 /4" = V-0" R-30 BATT INSULATION TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION STEEL STRAPPING AT Class AAsphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, EACH CEIING JOIST fasteners er manufacturers specification Glued and Nailed in W/12-8d NAILS p p and the NYS CODE. accordance with the fastener schedule. TOP OF PLATE Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. ' — - — - - — - — - — - — installed per Table R905.1.1(1) Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION R-30C BATT (Note: Double underlayment is required in accordance with chapter 4 ® ® ® ® ® INSULATION for Roof slopes between 2 on 12 and 4 on 12 p ) 3000 psi Air Entrained cast-in-place concrete Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per N w span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & o O Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical cN z Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. N N to 12 Flashing per R905.2.8 Damproofing per R406. 2- 2x6 approved H o N 4 -� R-21 BATT treated Sill Plates, Sill Seal And Termite shield per (D CD L INSULATION TYPICAL SOFFIT CONSTRUCTION. Section R318. Anchor bolts per Foundation Plan j o Q OF SUBFLOOR 18" overhangs-typical, 12" rake overhang and R403.1.6 Q Lu U)TOP OF PLATE 7.5" Wood fascia & 7.5" Wood rake boards. — - — - - — - — - — - — azek" or equal INTERIOR WALL FINISH Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless WRAP HEADER IN noted. Min 1/2" Moisture Resistant Wall Board on AZEK BOARDS ® TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) rl 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. rah/ 4"AZEKBE: ON p Single I 4 Double to Plate and Sin le Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls PORCH SOFFIT a, FURRING STRIPS ( 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers Continuous Structural plywood Sheathing. requirements and drawings. Fastened per Fastener schedule. con tyvec House Wrap or equal. hardie Siding as per clients selection w OF SUBFLOOR installed per manuf specs and NYS code. p.: ., • P P Cont. load path strapping installed in accordance • ; — _ — _ _ TOP OF FOUNDATION with drawings. Provide Fire Blocking in accordance �J w Q o s a R-30C GATT ;s with R302.11 & R302.11.1 and U .-4 INSULATION Draftstopping per R302.12 & R302.12.1 Q� M 4 ; d: b: ^ '~ v LITCH '' � � � [�] � � M BEAM O r 1 M FINISHED UNFINISHED a O x ; VESTIBULE ' .E � BASEMENT ti �/ o t �S�A;" 4 TYP.BASEMENT SLAB ,, ,, c • ► — _ — _ _ —TOP OF FOOTING SECTION - Ar SCALE: 1 /4" = V-0" FOF c�E'" 4 R802.4,6 COLLAR TIES CONTINUOUS RIDGE VENT WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, RIDGE BOARD THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). TYPICAL R905.1.2 ICE BARRIERS; COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, ROOF 12 SELF-ADHERED POLYMER MODIFIED INSULATION SCHEDULE SPACED NOT MORE THAN 4 FEET ON CENTER. CONST. R802.4.6 COLLAR TIES BITUMEN SHEET USED IN PLACE OF shall comply with 2018 IECC RIDGE STRAPS IN ACCORDANCE WITH p Y g SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES, BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF 12 WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT Location R-value Thickness N1102,2.3(R402.2.3)EAVE BAFFLE " LESS THAN 24 INCHES INSIDE THE * FOR AIR-PERMEABLE INSULATIONS g �� °� EXTERIOR WALL LINE OF THE BUILDING. Flat Clg R-30 10-1/4" IN VENTED ATTICS,A BAFFLE SHALL BE ON ROOFS WITH SLOPE EQUAL OR GREATER Vaulted Clg R-30c 8-1/4" INSTALLED ADJACENT TO SOFFIT AND THAN 8/12,THE ICE BARRIER SHALLALSO BE ace Floor unheated space) R-30c 8-1/4" EAVE VENTS. BAFFLES SHALL MAINTAIN 2x4 CT @ 48"oc APPLIED NOT LESS THAN 36"MEASURED ALONG Floor(unheated AN OPENING EQUAL OR GREATER THAN THE ROOF SLOPE FROM THE EAVE EDGE OF THE Floor(outside air) R-30c 8-1/4" THE SIZE OF THE VENT. THE BAFFLE 12 BUILDING Exterior 2x6 walls R-21 5-1/2" SHALL EXTEND OVER THE TOP 4 OF THE ATTIC INSULATION. RAFTER/CEILING JOIST HEEL air seal walls to pass 3 air changes per hour UNINHABITABLE ATTIC OINTCONNECTION Above grade attic walls R-15 3-1/2" R806.3 WITH LIMITED STORAGE �h �" SHALL BE NAILED Foundation Rim Joist: R-30 MIN. 1"AIR GAP � TOGETHER IN ACCORDANCE BETWN INSULATION WITH TABLE R802.5.2 All Glazing U = .30 SCGH: .30 AND SHEATHING R-30 BATT (SEE DWG-1 FOR TABLE) INSULATION WITH SIMPSON Il EACH Doors-less than 50% glazing U = .40 LVL HEADER RAFTER TO STUD. Door-more than 50% glazing U = .30 SCGH: .30 TOP OF PLATE *If part or the entire attic will be decked over with plywood, - - - - - - - , W the ceiling joists must be deep enough in order to fit the R802.5.2.1 LAPPED JOIST V batt insulation so that it is not compressed. If not then 2X10 LEDG j ,-' LAPPED NOT LESS THAN 3". z Clg Jsts will have to be built up or upgraded to the next size. LAG SCREW TO SHALL BE NAILED 16d STUDS @ 16"OC COMMON NAILS IN ACCORDANCE W SIMPSON SKEWED �" " WITH TABLE R802.5.2 ON DWG-1 ID Other Specifications: HANGER @ EACH BATHROOM co (� • Windows: US RAFTER 00 BATHROOM 0.30, SHGC5 0.30 BEDROOM#3 v, z 100% high efficiency lighting (CFOs or LED's) 4 12 BEDROOM#4 W z 5 3 air changes per hour ENGINEERS � W • z All EnergyStara appliances FLOOR F__ Q pp JOISTS + 0 Q TOP OF SUBFLOOR� W J LO R403.6 Mechanical ventilation shall be provided that '157 �+ ` _ _ TOP OF PLATE _ ` U) O meets the requirements of section M1507 O W = LVL BEAM Q_ _ L R403.7 Heating and cooling equipment shall be WRAP HEADER 1N O n- sized in accordance with ACCA manual J by a AZEK BOARDS TYP.EXT. ry O certified third party rater. 4"AZEK BEADED WALL LL N PORCH SOFFIT O CONST. R-21 BATT FURRING STRIPS INSULATIONCn c q Typical LAUNDRY ROOM KITCHEN Floor Const, y N C E O 46 C T y NGINEERED a)m an d rnt o 28 y LOOR wc,r2E ryv,vow JOISTS TOP OF SUBFLOOR a o y •o_ 2' L oo ° om2 TOP OF FOUNDATION ?� f0 ♦ ♦ A ♦ .• C G.U �Y j� 7 mN2c `o ° tea• oc3 t`d 302.13 FIRE PROTECTION OF FLOORS: LVL GIRDER :d c b�c b R-30C BATT PROVIDE 1/2"GYPSUM BOARD ON ENTIRE INSULATION CEILING ABOVE BASEMENT ATTACHED L ` A♦ 4 (a m.i._ c L y y Q'= O E TO THE UNDERSIDE OF THE JOISTS. °`o *6r a s u -6to- o o t VENTS: c E O p a �•- c U N N'C Q N C C N O :d m e nE m m o o �w E UNFINISHED b� � � � � � i- �aEa•_ oo P3103.1 ROOF EXTENSION b.. b c ' L ° °10 ° ° °"- °' OPEN VENT PIPES SHALL ' EXTEND MINIMUM 6"ABOVE e,a 4•d BASEMENT THE ROOF OR 6"ABOVE THE 4 �d ANTICIPATED SNOW ACCUMULATION. a:• °{ :$ ►e P3103,2 FROST CLOSURE; E ;E TYP.BASEMENT SLAB cb• `♦ WHERE THE 97.5%VALUE FOR _ _ TOP OF FOOTING . .. . . . . . r •, r r OUT-SIDE DESIGN TEMP IS 0 DEG F ''° • % ;'a•• 'p' % OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. SECTION C SCALE: 1 /4" = V-011 ,JL 4"VTR ,JL 4"VTR JL 4"VTR ROOF FOR TYPICAL MATERIALS SEE SECTION A 2" 2„ ' R302.13 Fire protection of floors. '-- :3" " ' 3" TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION Floor assemblies that are not required elsewhere in this code to be fire-resistance rated shall be provided with a ' Class AAsphalt Roof Shingles w/ 3/4 Plywood Span Rated Subfloor, 1 1/2" ;1 1/2" ; ; 1 1/2" 1 1/2" Yw p 1/2-inch gypsum wallboard membrane, LU 1 1/2" 1 112" 1 1/2" 1 112" 1 1/2" i fasteners per manufacturers specification Glued and Nailed in %-Inch wood structural panel membrane, N and the NYS CODE. or equivalent on the underside of the floor framing member. N O 2" 2" 2„ accordance with the fastener schedule. N z Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. Penetrations or openings for ducts,vents,electrical outlets, installed per Table R905,1.1(1) lighting,devices,luminaires,wires,speakers,drainage, N N 3" 3" 2 ND FL. piping and similar openings or penetrations shall be permitted. H N Q Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION v) o lii " Note: Double underla ment is required 2 3" 3" 2" 3" 2" ( Yin accordance with chapter 4 Exceptions: o Q co co co for Roof slopes between 2 on 12 and 4 on 12) 3000 psi Air Entrained cast-in-place concrete w U 3' 3 Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per automatic sprinkle1. Floor r system din accolydance witover a h Seacec ion P2 04,rotected by an Q span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & NFPA 13D,or other approved equivalent sprinkler system. Nail to framing accordance Fastener ' 9 �in thickness. Concrete Horizontal and Vertical ' 2. Floor assemblies located direct) over a crawl space not intended 2' I-__-_ 2" -__- 2„ Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. for storage or fuel-fired appliancesy p Flashing per R905.2.8 ' '• ' ' ------- _ Damproofing per R406. 2- 2x6 approved � 3. Portions of floor assemblies 31 ; ; i - treated Sill Plates, Sill Seal And Termite shield per shall be permitted to be unprotected where complying with the following: TYPICAL SOFFIT CONSTRUCTION. Section R318.Anchor bolts per Foundation Plan 3.1.The aggregate area of the unprotected portions does not exceed 18" overhan s- ical 12" rake overhan 80 square feet per story rl 1 1/2" ; 2" ;1 1/2" 3" ; 1 1/2" ; 1 1/2" ; 1 1/2" 1 1/2" 1 1/2" 1 1/2" g tYp �� 9 and R403.1.6 3.2. Fireblocking in accordance with Section R302.11.1 is Installed along WASHER DW 7.5 Wood fascia & 7.5 Wood rake boards. the perimeter of the unprotected portion to separate the unprotected H 2" 2" 2" 2" azek" or equal INTERIOR WALL FINISH portion from the remainder of the floor assembly. Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings Yp g 4.Wood floor assemblies using dimension lumber or structural composite 1 ST FL, Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7, 3 " or other approved floor assemblies demonstrating equivalent fire performance, 2„ 31. 3„ 2„ 2" noted. Min 1/2 Moisture Resistant Wall Board on W TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) co co CO 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. ,� U Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls 1/2" exterior Grade - Span Rated ' p and ceiling located as per code, manufacturers Continuous Structural plywood Sheathing. requirements and drawings. E"'I Q a~ M Fastened per Fastener schedule. BASEMENT tyvec House Wrap or equal. hardie Siding as per clients selection U oo installed per manuf specs and NYS code. o 4"FAI IllCont. load path strapping installed in accordance W 3" with drawings. Provide Fire Blocking in accordance c_tAE_D A,� a Q; o r Co co co with R302.11 & R302.11.1 and { Pj J Draftstopping per R302.12 & R302.12.1G To a New Suffolk County 4" Approved Sanitary System �r �c yo PLUMBING RISER DIAGRAM p1 F 01 N AID 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS Not to Scale MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 ----------y ___ _______ _____ 1+ ____-____ _________- II I _________________________________________ ___ . ly 1 I ,I I I , I I" I I II I I 1 1 IM 1 II I I W II I , YI 1 I 1 1 11 I I YI 1 1 ' 1 II 1 11 --------- : JJJi�Fi-I I , I W II I I I I '1 1 1 , , f II I I I I I 1 I W r)II I I 1 I YI , I II I 1 1 I II I I II I I 1 I II , I II 1 I I I ,I I I 11 1 1 I I I, I I 11 I I ' 1 11 11 O 11 1 I 1 1 II , I 11 1 1 1 I II 1 ' co --------------- II I I I I I I fl , I -------------------------- 1 I I I I 1 II I ' � O•U O E A49 t to'O N OI O r O.O ID 1 1 t l I f I I �C7 C 0•� O O N N � O 1 I rU •- _ IY 1 I I I prj---------_'-------------------------III O U O O OL.r. d.0 F ,+1 I II I I C ° U d� C N G7 N+'C.+ O ,I I ------ Tr------I I 1 11 1 1 N �� , �,-, L 41 I 3L onmc1a `c � `Q J I „ i I 10 a 2 c c m c a ' II ' .y y m m C V N 1 I I I II I m N d C Q N C�i C N O 1 I I I 41 C nE m 0.o � o Hw 7'O O L C .� N m E n G Q n I � II I ______________ ____ 1 I ___ -r---_______________________I__III-_-_III-__-I11_-_-_III _-III_-_-_II__-II_-____________TI-------------- -4 LL{------------------------ - --i--------------I I - - -------- I 1III'II I I YI I I 11 1 1 I I I I I I I I I 1 11 I ' II 1 I I I I I I I I I I I 1 11 � t I I I I I 1 I I I 1 I 1 11 I I 1 I I I I I I I I I I 1 1 1 1 I IY I 1 1 I I I 1 I I I I 1 I rl , I 1 1 1 I 1 I �r,I 1 'P----------- � I 1 11 11 I I 1 _ ______________^_ 1 1 I I I 1j 1 I y'�-�'�--'�'�'�•I 1 11 I II 1 II I I P I 1 1 1 II I I N N Q 0 I I II I II I 1 11 ' 1 N Z 1, L II 1 j yl I I 1 11 ' I •�//1� r � I ' rL-- -----------------------------------------+ I VJ W Q III 1 L11 -------------------- M ` J I I I -- ----------------------- C) Q Y jJ,`' + 1 I I I I I _5 ��. U I I I I 11 Q r r^ rn I I Y I 11 I I "I IIt IY , I yl Ir , I 11 uu Ir I I II I+ 1 I 11 Ir , I 11 II I 1 yl I, I I yl II I I yl u II I I yl IY I 1 yl o M -0 MWM O en cl ROOF PLAN SCALE: 1/4" = 1'-0" 'c✓✓ D AaCy ��r'Qo � ,yN ,► * N.0 I; 0190IA you �OF W14 Y BRACED WALL PANEL.a PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-3 2-4 2-5 2-A 2-B 2_C BRACING METHOD f ® CS-WSP CONTINUOUS SHEATHING 7!i TABLE R602.10.4 page 185 BRACING METHOD CS-PF GB GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP WOOD STRUCTURAL PANEL z` DETAIL #1 ON DWG-2 j BRACE WALL LINE SPACING(FT).b 16.66 16.6 16.6 8.3 8.3 18 18 19 16 33 20 33 17 17 10.75 14 14 14 11 24.4 24.4 9 f ®TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 24" 24" 24" 24" 24" 24" 24"/48" 24" CS-P F CONTINUOUS SHEATHING 10'MAX I ( 20'�.1AX I 10,MAX PORTAL FRAME Bb�iL 3 BWL 2 BWL 1 TABLE R602.10,3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 7 7 2.5 2.5 4,5 4.5 4 7.4 28 4 14.2 4.4 4.4 2.7 7.3 7.3 3.5 2.8 6 6 2.5 DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BRACED WALL NOTES: 17 z 2. ROOF EAVE TO RIDGE HEIGHT 1.33 1.33 1.33 1.33 1.07 1.05 1.07 1.07 1.33 1.07 1.07 1.07 1.05 1.05 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 REFER TO DETAILS ON DWG-2 _? FOR HOLDOWNS,STRAPPING,BRACED 3. WALL HEIGHT .95 .95 .95 .95 .95 1 1 .95 .95 .95 .95 .95 1 1 .9 .9 .9 .9 .9 .9 .9 ,g WALL DIAGRAMS AND DWG-1 ¢ I I I �' FOR NAILING SCHEDULE. ALL BRACED yqr`` WALL PANELS SHALL BE FULL-HEIGHT zi 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 SECTIONS OF WALL WITH NO VERTICAL c" I LU I I LU �' sg, ' 5. ADDITIONAL 8001b HOEDOWN DEVICE OR HORIZONTAL OFFSETS. co r '` BWL BRACE WALL LINE 6. GYPSUM BOARD OMITTED to W �. o 7. GYPSUM BOARD FASTENING 7 7 .7 .7 .7 m U - - - - - m RESULT REQUIRED BRACED WALL LENGTH(FT) 6 10 10 5 4 7.6 7.6 6.5 15 31.8 6.5 23.0 7.4 7.4 4.5 8.4 8.4 6 3.7 8 8 3.4 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) z 2, MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 20 MAX I I 20 MAX I TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 9.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W NOTE:CONTINUOUS 4. EXTERIOR AND INTERIOR WALLS PARALLEL TOA BRACED WALL LINE Q SHEATHING METHODS //�s SHALL BE OFFSET NOT MORE THAN 4 FEET. REQUIRE ALL FRAMED PER PLAN BRACING LENGTH PROVIDED (FT) 9.5 11 10.9 7 12.7 11 8 7.33 23.8 40 8.6 28,5 12.5 10 7.3 8.4 9.66 13.5 10 20 20.5 19 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL r/� (� PORTIONS OF THE BRACED f THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. v, WALL LINE TO BE SHEATHED. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH W COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y END OFA BRACED WALL LINE I.L. W Z 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL a.Linear interpolation shall be permitted PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, R602.10.2.2 the average dimension shall be permitted to be used for braced wall line spacing. W Q ABBREVIATIONS; BWL=BRACED WALL LINE, ''^^ BW=BRACED WALL, v, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL O W I CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 0 0- J �. O �- , JI NI NI ml _J � I � �' O m l m 00 m � a. � co •++ ' I I I 4'-0" I 8'-11" I 24'-5'/Z' I 4'-0" 4'-0" 32'`11" 15'-11" 4'-0" N �� 3'-8 15/16"I 3'-8 15/16" I i ° rn „ I N 4-Q I 3'-2 15116" 3'-2 15/1 ° o E 3-8 15/16 3'-8 15/16" I I I urn$ m a ° w E r av aw 1 1 1 1 o� L°�'t o ;' f6oc CS-WSP I a m M S" a CS-WSP CS-PF CS-PF �k c o•; o ° y o $ o CS-WSP CS-WSP I I c� $.n c ° � a�i'�� ° O_U ° a i n O 1 4'-0" n - aD:E'V; 3 = c c 3 o 3 ' I I ' N I I 01 a o aoi °c °ao o �£ BWL2-1 I I o I _ " I " BWL 1-1 ter" y _ BWL 1-8 -_-----_-_-_-_-_T_-. - -_-_ _-_ _- I -_-_-.-_-_-_--_ _- -_- - I _ _ --_-_-_-_-_ _-_-_ _-_- _ _ _ C-° ° Q �..O w p 1 U tq (p 67 CS WSP Vi Lu = 0 » r _ CDC o $»- ai S-PF CS-PF CS-PF , H U M c0 Cr F- ca E CL o a t I \ J J e- GB METHOD TABLE R602.10.4 o I I 00 l m I I N UDING TOP AND 7"O.C.AT PANEL ES 3 o I I BOTTOM PLATES,7"IN FIELD ALL HORIZONTAL JOINTS co 1 I ' , „ ' , n , " I I p I , U iio 4-0 17-0 4-0 8'-0" = BLOCKED AND �p BWL 2-2 I I I I I c� � AS PEFRAMIR DETAILNG CONNECTIONS DWG 2 rt to I I 1 i to I ' I 1 1 I o ' � I ' 3 N N 8''S" I CS-WSP CS-WSP CS-WSP � a I 1 1 I o 0 3 ' i o I I- I xxxxxxx BWL 1-2 - ----- - -- -- ---- - ------- to It CO \ i `� BWL 1=6 -� --- --- ------------------- -- --- -- -- , ----- .1 f I- I __________ ____________ , xxxxxxyyyyyyyyyxx GB METHOD TABLE R602.10.4 v I NCOLUDING TOP AND ES I a I 0 U) " I BOTTOM PLATES,7"IN FIELD p ---- BWL 2-3 --- - - --------- -- --- --- ! U BLOCK9 ALL ED AND JOINTS I w I (` N W FRAMING CONNECTIONS Q m I N Z O I I I = I AS PER DETAIL 2 ON DWG 2 I nj . . N BO oN a It- 6i 1 m I I ; I I D 1 1 1 1 1 I I (.� I 1 I 4'-011 GB METHOD (� > C) Q Q 11 T U) Y Q. I 1 I 1 I 1 1 I I 1 I C) 1 i 1 ; I I 1 I I I Q I I 1 1 I 1 ' I 1 I I 1 1 CO co U I I I 1 1 1 I I i 1 ( I I - - - - -I - - - - - - --�- - - - -co BWL 1_3 - mI 1 1 1 1 1 1 I 1 v I I GB METHO I 1 I 1 I I 1 I I I 1 I I 1 1 I 1 I I 1 I I I 1 I 1 1 1 1 I 1 I I I I I I I i I I 1 1 1 I I I I i 1 I 1 1 I 1 1 I I BWL 1-7 1 I I I 1 I_ _ I I I I 1 I I GB Cl) i BWL 2-4 I I 5'-10" L - -o -- � -� -- I ------------------ I �-e---- -- ---io I Tg � � � - - - ---- - - - - --- - --- --- ------- -- - --- I - - - - I 0 � � I W .I W ch oCn I U I �' I U BWL 1-4 II _-_-_- _-_-_ - ih v CS-WSP I - -- - - - ' I CS-WSP I N 1 N I I II p CS-WSP CS-WSP I •\- CS-WSP II IZI rl v I CS-WS r U) 1 ' 3'-7Y:' \ W _ I I cs-wsP I o I � z I I O 4'-011 2'-11 15/1 I "' 2'-8 3h 1 1 "Z-59/ I I 2'-7 3/16" I 2'-71/a" 2'-3' ' � �y M BWL 2- -- ----1-- -- -------- ----- I - - ----------�---- -�---- - --'--------- - I I I ---�--------- - a - --------- -- BWL 1-5 � U � �o .� - I - I Cn I N N Q 3 U (� I I I t -� le CS-WSP CS WSP r :� w ;� CS-WSP CS-WSP �.u ED Pc C I r.' 3'-9 13/16" I 3'-9 3'-9 13/16" I I I I I 1 s� 4'-0" 17'-011 16'-0" 12'-11" 20'-011 I 15'-11" I 4'-011 4'-011 33'-4'/211 yl 12 I 2ND FLOOR WALL BRACING PLAN I 1ST FLOOR WALL BRACING PLAN T of oco OP �yo� SCALE: 3/16" = 1'-0" SCALE: 3/16" = T-0" - v. 56'-10" z W C ti � 31-011 16 31-011 Co 31-011 31-101" 51-1011 ol 2 48X48 SLIDER 48X48 SLIDER 0) 77-T-7-7-7 777777-I.K. A 0 141-811 24'.011 131-811 Al C N TEA FZ z v ST NE FINISH EXISTING WINDOW STAIR WELL TO REMAIN 0 EXIST.DROP HDR EXIST.D .1 DROP W---------------------------------- ----- IS F- -------- ------------------------------ ---- FT - ------------------------------ --------------------------------- ------- .............. 0 W ol 31-611 31-01t 0 0 0) 0 C'j U) f:z ul 0 0 - ry U) Lu Lu M 6 En W E 'In c 0 0 cr) g E L J z STONE 0 all E0 -3 0 8-2-0. RECREATION ROOM 4. '-0 0-6 FLOOR :E to- a 0 co CLG HT:9'-1" 2 0 0 0 GYR BD.CLG _0 - ca 40) -610- & -t5 =0 Q< F.D. r- 0Z 0 co (3 0 3 1� M 9 0 (D a) C) 0 0.2 0 �If 2 0 0 cc: :E 10i2.2 312- EXTERIOR LL -6 00.U CU LIGHT 0 0 0 C a) C14 a a) 2 ABOVE 0 " C,Z 0 0 .5 -r- S ca W 2. t5 -0 0 C Ca C) 8'-0" S 2 E 2-5 CL 7 dr 'n 541-711 'L M U) in r- a) 0 0 a) 8 C Cc 11. ca 5 z E2 0 MM 0 w 2 (D co a' m E EL EL (0 A CO is 51-1011 01/11 2 31-011 81-61/211 8'-6/2" 181-01, 1 U-01/2" lol- UISIDE BASEMENT ENTRANCE 8"CONCRETE WALL ON MIN 16"X 8" FOOTING WITH 4"CONCRETE LANDING& 4"DRAIN TO DRYWELL,CONCRETE STAIR MEETING R311.7-STAIRWAYS. HANDRAIL PER R311.7.8, 34-38"ABOVE U�TS I Q E�B 2 8 j/28' 2,8 NOSING. 36"HIGH GUARD RAIL ON CLOSET FAN TOP OF CONCRETE WALL, -------- 41-11 11' 8--1 0" (2) #4 REBARS ABOVE DOOR OPENING. :up: 4" T-O" 25'-81/ 51-011 BATHROOM bo UTILITY CLG HT.9'-I" CLOSET ROOM CLG HT.9'-1 STEAM GYP.BID.CLG 9 I I I I I TILE FLOOR CONC.FLR 00 11 . GYP.BID.CLG SHOWER C�OgT Lu Cl) _I : 11 1 1 1 0 ELEC.PANEL It : I I I : -j LU Cl Cl) ce) 0 04 z AIR m77. 0 HANDLER ------- r"F 04 U) 0 04 Uj U) cr) W SUMP PUMP z > 11� LLI C) C? IX U) bo 3"EXTERIOR SLAB LEDGE .1 UTILITY PROPANE co ROOM NAVIAN CONC.FLR FURNACEIn \3"EXTERIOR SLAB LEDGE 121-311 oj GENERAL EXISTING CONDITIONS NOTE: ALL EXISTING DIMENSIONS AND CONSTRUCTION WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, AND FIELD MEASUREMENTS. ALL MEASUREMENTS SHALL BE VERIFIED BY j 1-4 01 CONTRACTOR PRIOR TO RENOVATION,ORDERING kn U MATERIALS AND START OF CONSTRUCTION.CONTRACTOR rf) IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. rn PIP P4 ARCHITECT DID NOT MEASURE INACCESSIBLE AND 1� 8'-011 56'-10" 1 U OC CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN S INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY N ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF KEY EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. FINISHED CONCRETE FDN WALL F-D 2x4 WOOD STUD WALL @ 16" OC \j SMOKE AND CARBON MONOXIDE ALARMS FOR ALL WORK SHALL CONFORM TO; 1/2" M.R. GYP BD WALLS REPAIRS,ALTERATIONS AND ADDITIONS: Q� 9'-0" FDN WALL HEIGHT SPRAY FOAM INSULATION �f 15: In accordance with Appendix J AREA SCHEDULE When repair work,alterations,interior alterations 2020 NYS RESIDENTIAL CODE FOUNDATION PLAN and additions requiring a permit occur, APPENDIX J NAME AREA the dwelling shall be provided with smoke alarms SCALE: 1/4" V-01' F-77777'777;7�� INTERIOR FRAME WALLS 13 and Carbon Monoxide Alarms located as required SECTION AJ301.4 -ALTERATIONS - LEVEL 1 FINISHED BASEMENT AREA 1945 sq ft. 2X4 & 2X6 WOOD STUDS AT 16" OC 019 10 O for NEW DWELLINGS and shall be interconnected SECTION AJ301.5 -ALTERATIONS - LEVEL 2 EXISTING BASEMENTAREA 2800 sq ft. and hard wired. SECTION AJ401 - REPAIRS 1/2" M.R. GYPSUM BOARD OF TREATED SHOE PLATES 14 CELLAR LIGHT AND VENTILLATION REQUIREMENTS SECTION 303-LIGHT AND VENTILATION 303.1 HABITABLE ROOMS 4" ROOF VENT EXCEPTION 1. PROVIDE AN APPROVED MECHANICAL VENTILATION SYSTEM IS ROOF Ji( INSTALLED IN ACCORDANCE WITH SECTION M1507 HABITABLE ROOMS ROOM AREA FINISHED CELLAR 1021 S.F. 1021 S,F.X 8FT.=8168 CU.FT.X 0.35=2860/60=48 C.F.M.MIN.REQ'D z W REQ'D,=48 C.F.M G PROVIDE=100 C.F.M.AT FINISHED CELLAR W EXCEPTION 2. ARTIFICAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE Q ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE FINISHED FIRST FLOOR CELLAR(RECREATION ROOM&STORAGE ROOM)AT A HEIGHT OF 30 INCHES ABOVE m THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT,) HABITABLE ROOMS ROOM AREA o FINISHED CELLAR 1021 S.F. W 6 FOOTCANDLES REQ'D. 165 WATT BULB=600 LUMENS EXTG 4"C.I.WASTE 1021 S.F.X 6 =6126 V J 4"dia.C.I DRAIN TO 6126/800=8 LIGHTS REQUIRED MINIMUM z n/ >- LL EXISTING SYSTEM LL W 3"v p Q 0 ( � O 2"V 2"v GENERAL CONSTRUCTION NOTES L L V 0- J f 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. O 0— EJECTOR as adopted by New York State May 12, 2020, ry 0— O PUMP Additional Code Compliance: ry — 2020 Energy Conservation Construction Code of New York State,the I.L WC. Additions,Alterations& Renovations: shall conform with Appendix J SHWR 2. Written Dimensions take precedence over scaled dimensions E.N CELLAR C.O -o m.� a E E 3. The contractor prior to the start of construction shall verify all o� s P o $°t dimensions, existing or new and be responsible for field fit. w �,E`o o LI 2" 3" 2 2 4. The mechanical systems, electrical systems,plumbing systems and solar energy systems, w`gym s 45 o L n Cc o shall be installed in accordance under latest State approved Building Codes. I,-c o o N g All systems are to be designed, installed, &specified by the general contractors; HVAC, E 2 2 `o Y m _0caY electrical or plumbing sub-contractors. ,y 2 c `o U) g a o r- ; 4"C.I,WASTE Electrical certificates are to be provided the electrical contractor. � 05 0 Cos 3 g 0 O C m C d n 2 w w m w 5. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All c,in' r en `o.E BACK WATER VALVE TO BE INSTALLED Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 L 20 c w o `0 3 `o Min. Fb for dimensional lumber=850 psi. w o ° m i? IV u; 2 E BACK WATER VALVE TO SERVE CELLAR Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. r N y m �o E iu ° FIXTURES ONLY Includingbut no limited to:Deck Framing, Posts, Headers, Girders&Ledgers. ' z _ a c _ o 9, g 0cCL co my � agwE 6. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: IE g �° a' ~ o E B. ° a PLUMBING RISER DIAGRAM a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D or stainless steel. N.T.S. b.) Use Copper flashing Only against ACQ Lumber Sill Plates c.) All Structural connectors i.e.simpson strong-Tie or LISP,etc 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 shall be Hot-Dipped Galvanized or Stainless Steel. 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be installed in accordance with the manufacturers latest installation details, SECTION P3008 BACKWATER VALVES Framing connectors,Allowable Hole diagrams,specifications,etc. P3008.1 WHERE REQUIRED "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, 10. R310,2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER each sleeping rooms in basement, habitable attics, and every sleeping room VALVE INSTALLED IN THE BUILDING DRAIN,BRANCH OF shall have at least ONE operable emergency escape opening as follows: THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING Sill height of not more than 44 inches above finished floor. SUCH FIXTURES. g BACKWATER VALVES SHALL COMPLY WITH ASMEA112.14.1, A. Minimum net clear opening of 5.7 square feet. CSA B181.1 OR CSA B181.2. Except grade floor openings shall have a minimum net clear Existing Floor opening of 5 square feet. System B. Minimum net clear opening height shall be 24 inches. C. Minimum net clear opening width shall be 20". D. emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. WHERE Basement contain more than one or more sleeping rooms, p an emergency escape opening shall be provided for EACH sleeping room. LU TOP OF CONC Emergancy escape and rescue opening shall open directly to the outside 1/2"gyp bd clg and or EXCEPTION: Grade floor or BELOW grade floor openings shall have O Z acoustical the ceiling on BOT of a net clear opening of not less than 5 square feet. N U) metal suspended grid 12"LVL - p Q min.ceiling height:T-0" N W 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window Lj,j 1 opening is located LESS than 24 inches above the finished floor and GREATER W Q than 72 inches above the finished grade or other surface below on the exterior W U fire blocking,vertically @ of the building,the window must be provided with a window opening control device fY to ceiling level and horizontally that compiles with R312.2.2 Window Opening Control Devices. at intervals not exceeding 10 feet 12. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in accordance with R302.11 thru R302.11.2 and Draftstopping shall be concrete foundation wall installed per R302.12 thru R302,12.1 V Fireblocking materials R302.11.1 shall be as follows: treated wood stud framing @ 16"cc 1. Two-inch nominal lumber top and bottom plates,lay bottom 4 2. 1/2"gypsum board shoe on bead of sealant. co 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance M� with the 10 foot horizontal fireblocking in walls constructed using parallel 2x4 studs @ 16"cc with _ rows of studs or staggered studs. Spray Foam @ R7 per Inch x 3.5"-R24.5 4. cellulose insulation installed and tested in accordance with ASTM E 119 or UL 263,for the specific applications 1/2"moisture resistant wall board M� � Painted TOP OF SLAB TOP OF FOOTING cc ealant along bottom of sill O/ ct EXTERIOR WALL SECTION r, SCALE: 1/2" - 1'-01' Cr U ; 011�0AO F©F E`Ny