Loading...
HomeMy WebLinkAbout50208-Z nit TOWN OF SOUTHOLD BUILDING DEPARTMENT IIx"n'a TOWN CLERK'S OFFICE , SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50208 Date: 1/11/2024 Permission is hereby granted to: Ortiz Joseph .... .._.._ ------ .... 650 Eagle Nest Ct Laurel, NY 11948 ...._ To: Construct an accessory pool house with roof over patio to an existing single-family dwelling as applied for. At premises located at: g 650 Ea le Nest Ct, LaureISCT e ....... ..,M_ _��. .......................M...# 473889 Sec/Block/Lot# 127.-9-6 Pursuant to application dated 12/8/2023 and approved by the Building Inspector. To expire on 1/10/2025. Fees: ACCESSORY $557.00 CO-ACCESSORY BUILDING $100.00 ..............._.._ Total: $657.00 ­­�1_1U,_�J........... Building Inspector Irv . TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.sot tholdtownii ori x " 1011 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only w q , p „r PERMIT NO. © � Building inspector: N N Applications and forms must be filled out in their entirety. Incomplete applicati6ns will not be accepted..Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed, Date: OWNER(S)OF PROPERTY: Name: Th L kwrel 6ays e- b'O l l` SCTM #1000- ►2 -D� C�GF Project Address: 6S-Co ewe s ylr,SF e-+ tquee( AllIK`li� Phone#: (�8e _ coq lge Email: S I):t-VIr►'I SS Lt b l.ft✓- GG m Mailing Address: S-0 e,t, l� A' E14 `Il CONTACT PERSON: Name: SGwh `„rla ff-13c,n Mailing Address: 3 r� � � � � , his IV/l 11,1 q0 Phone#: SI jP�go 6 -�(o�H Email: berkh �wrl� GOh Stltc��`o'I�h1 ►�a�l DESIGN PROFESSIONAL INFORMATION: Name: Tc vn A"syn Mailing Address: 12 �- V�.,II Z �y S Lq&nc, N(/ 4 Phone#: 6 3 ( FSfl£S _ 1319/ Email: :�-ytiG e/ Vn CONTRACTOR INFORMATION: Name: M Il 1Oyu- PwiV1+1111 LLc, Mailing Address: 315 yr hl po✓I- i n1l'f'-to Phone#: S l(, — c(0 - & !KJEmail: rhrnKrlg cuwsfru�i d�rl�i rs�e;l.cr�t✓I DESCRIPTION OF PROPOSED CONSTRUCTION [Xew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other IlPwm( ops -' $ SS 09 d0 Will the lot be re-graded? Ei?Yes ❑No Will excess fill be removed from premises? ❑Yes C91 leo 1 PROPERTY INFORMATION " Existing use of property: his Intended use of property: f� e_S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes QNo IF YES, PROVIDE A COPY. 91,,66 BOX After Reading: The owner/contractor/design pro#essioh l nslb�e Parall dr y a stoorm def i toes r� d Y, k"2 of the Town Code. APPLICATION IS HEREBY MADE'to the guilding pe rt 0 fir a isiiw, e a 1� P � u B 44�?one Ordi addiance'of the Town of Southold,Suffolk,county,New York and other appli ble; r►l n e ;d lirtlo6 , d tae P trt9 lod of uIN I)�`M tions,alterations or for remov-at or demolition as herein described.The applicant agrees to cowithafl mply applicable laws,ordinances;building cotle, hot,Asing code andlegulations and to adrt it author zad inapeclors'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 By(print name): SC-,*'7 IYJa r P,Sd r' M<uthorized Agent ❑Owner Signature of Applicant: Date: /,4 3 STATE OF NEW YORK) SS: COUNTY OF tf4 ) S ew►11 MCI rf'l u being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)heisthe AI s*' b� ) (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of /2, ,20.7-J_ OCI— ��— Notary Public Joshua L. Whalley Notary Public, State of New York PROPERTY OWNER AUTHORIZATION Reg. No. New o Qualified in New 01Wyork rk County (Where the applicant is not the owner) Commission Expires ?14 /_M2,c C— I, 15•`knMf, ( residing at S`C7 C,�. 1,,-- Y12 , , G do hereby authorize S«rl rq orf,,�vn to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date �MM �.. Print Owner's Name 2 W' 0, kf Yyy BUILDING DTOWN OF SOUTHOLpaI Inspector Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 xTelephone (631) 765-1802 - FAX (631) 765-9502 M ro err .south,oidtownn ov- seand southoldtownn . oar APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: 1 Company Name: Mro J aj us+r-e- J , Electrician's Name: hn I-Gr v a,1 License No.: -I I �-3 Elec. email: , fir'" .S /+'e,6* Elec. Phone No: L31 C114 Zoq g ❑1 request an email copy of Certificate of Compliance Elec. Address.: ! �,✓ F��,r4 b o JOB SITE INFORMATION (All Information Required) Name: , Address: C,b o C V1 es f �f- Cross Street: U n&adjr ,j"rr Phone No.: S 6 ( Bldg.Permit#: 5 0 2b email: Tax Map District: 1000 Section:. Block: n I Lot: 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): *70 x I-�- C-"bW40- j a uare Footage: J3 G 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 F-11 PhE]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 M2 H Frame Pole Work done on Service? Y N Additional Information:. PAYMENT DUE WITH APPLICATION New York State Insurance Fund PO Box 66699,Albany,NY 12205 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 833988362 4rom GIACIZZO INC T/AGIACALONE INSURANCE AGENCY 57 EAST MAIN ST SCAN TO VALIDATE RIVERHEAD NY 11901 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ' MILL POND PAINTING LLC TOWN OF SOUTHOLD 38 MILL POND LANE 53095 RT 25 " EAST MORICHES NY 11940 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11/08/2023 TO 11/08/2024 12403 342-5 12485 11/30/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2403 342-5,, COVERING THE. ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION CINDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE.STATE. OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS G OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY(NOTIFICATION OF CANCELLATIONS, ;Y OR TO VALIDATE THIS CERTIFICATE.,VISIT OUR WEI SITE AT HTTPS;P .NYSIF.COIIIIICERTICERTVAL.ASP.THE. NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. lj I' i f r !e ,I NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:286957092 Suffolk County Dept,of Labor,Licensing a Consumer Affairs HOME IMPROVEMENT LICENSE Name SEAN A MORRISON Business Name T01t5 C�-"1 CS khat tbu„ Mill Pond Painting LLC b0af(IF is dWY kersed License Number Hl-64781 Ly{M'e Ct)u rr Y Of s0olE Issued= 04/02/2021 1'aa' r1 C)ragc Expires: 04/01/2025 CTrnuus 14s,=;irrner ► CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 1 12/01/2023. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAEric Kirk AR FAX ME. Kirk Associates LTD PHONE 631-727-7767c 0. -7941Giga 8.sf Fxt)' EMAIL kirk.asscrec arlcan-national cOm 18 First Street ADORE:ss sv.�._.. me �.-._ .........._.� _ .......�. INSURERIS AFFORDING COVERAGE NAIC# Riverhead ......._.m -ITITITIT NY 11901 INSURERA: Farm Family Casulaty Insurance Company 13803 INSURED INSURERS United Farm Family Insurance Company 29963 Mill Pond Painting LLC INSURER C:_IT__.... ....... 38 Mill Pond Lane INSURER D: INSURER.E: ,......_,....__-.._._. ................�.. ............... ...........,...,.�.,,.,....,. East Moriches NY 11940 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .�..........._ ._.._...... __..._ OYIL,&UOR POLICY EFF POLICY EXP LMOMTR R' TYPE OF INSURANCE POLICY NUMBER MMIDD MM102 _.._.._.---.,LIMITS Tft X EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY X X 3102L341)2 02/22/2023 02/22/2024 ''hA�A�� �� n mmmmmmmmmmIT CLAIMS-MADE X OCCUR PREMISESJ,EEa occurrence $ 100,000 X CONTRACTUAL LIABILITY MED EXP An erson) $ 5,000 ( Y one P _.__... PERSONAL&ADV INJURY $ 1,000,000 GEOL AGGREGATE LIMIT APPLIES PER:: GENERAL AGGREGATE $ 2,000,000 PRO- X POLICY 1:1 JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHERS $ B AUTOMOBILE LIABILITY 310106682 11/24/2022 11/24/2023 BI�NE.D SINGLE LIMIT $ 1,000,000 11/24/2023 11/24/2024B X ANY AUTO BODILY INJURY(Per person) $ OWNED ^^�,,,tt 'SCHEDULED ........ ...- AUTOS ONLY ✓";+ AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTYDAMAGE �_ ......_....�_ AUTOS ONLY , AUTOS ONLY _(Per E enl $ mm' $ B X UMBRELLA LIAB3101 E4404 02/22/2023 02/22/2024 OCCUR EACH OCCURRENCE $ 1000 000 ..... . .. EXCESS LWB CLAIMS-MADE AGGREGATE $ RED I X I RETENTION$ 10,000 WORKERS COMPENSATION PER 11 IN OTH AND EMPLOYERS'LIABILITY STATUTE „„„„„ ,,,,(=TR.„„„„„„„„ ANYPROPRIEfOR/PARTNER/EXECUTIVE Y EACH CHCCIDENT $ OFFICEWMEMBEREXCLUDED? NIA (Mandatory in NH) E.L. AE-EA EMPLOYEE' $ If yes, descrbe under . DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Kirk Associates Ltd ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Scott A. Russell SUFrQIr S�FOIKJ MA IEIK SUPERVISOR M[A�N A�G1EM]EN 1F SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - — - — - - - - - - - — — - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: e6, r r v C7 Date: Contacgt lnfor kation: ��lk i( i�l C C G� i �i ion of Construction Site:cation � Pro erty Add s.c.T.M. #: l000 DisU ict y Section Mock B�._. Lot p a. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT 0 - Area of Disturbance is less than I Acre. No S.P.D.E.S, Permit is Re uired! i Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is lie uired . i I Area of Disturbance is Greater than 1 Adre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE ,APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. Area of Disturbance is Greater than 1 Acre & Storm-water Runof f Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town EnQineerina De artment Prior to Issuance of a Building Permit. IDate. � Reviewed By: '''VI(�� Fr1R M $ CM('P-T(1C(lrrnhPi-7n 1 Q Survey for: vR'C �9 THE LAUREL HOUSE 650, LLC GO ° Lot 6, "Golden View Estates At r v7 L aure l Town of Southold cn 1 \ 0 Suffolk County, New York Q m r17 F c \1 \ \ \ 0, 0 S.C.T.M,; 1000-127.00-09.00-006.000 C 1 A� \ 0' 40 O 40 PC4 \ kp SCALE:1"=40' \I \,. 0 NOTES: t? rta \� �•� \ \\ \\ 0 1. AREA = 47,816 S.F. 2. a = MONUMENT FOUND, = STAKE FOUND. 3. SUBDIVISION MAP "GOLDEN VIEW ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK . � / \ COUNTY ON AUG. 30, 1984 AS FILE NO. 7770. 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). N n, ay +0 T p \ dip DEC. 06, 2023 AMENDED PROP. CABANA DATE: OCT. 21, 2023 JOB N0:2023-463 CERTIFIED TO: --__- — , THE LAUREL HOUSE 650, LLC JEFFREY KIMMEL & CONNIE KIMMEL C ,fir• �� �� v/4 �� �— ��°'k � d Q �' "y YN ff i TEST HOLE DATA ti° ��$' 0 a MCDONALD GEOSCIENCE OCT. 02, 2023 � x EL=17.7 . DARK ......... 0.0 �� �7� ,'"' x "�✓" '.""�, � wV"s" > r �{ BROWN LOAM �� BRO CLAYEY SAND SC .y " ,. P C N � YT, ' DAVID H. FOX S. aY.S.LS. #50234 PALE BROWN SP DRAINAGE CALCULATION: , } FOX LAND SURVEYING SAND REQUIRED: � I 64 SUNSET AVENUE c w FINE m 15.7 CABANA = 340 S.F. �� I WESTHAMPTON BEACH, N.Y. 11978 EL=2.0 340 x 1.00 x 0.17 = 57.8 C.F. Oxy A (631)....288-0022 57.8/42.24 = 1.4 V.F. / WATER IN PROVIDE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY PALE BROWN E A VIOLATION OCOPIE ON 7THI OF THE NEW YORK STATE FINE SAND sP (1) 8'0 x 2' DEEP POOL = 2 V.F. EDUCATION LAV. COPIES OF THIS SURVEY MAP NOT BEARING / THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY,. OS,.R TIF'ICAT'KYN 5040IOAI`E'.O t^E:ldEONI ',%" Afi,L PUN ONLY TCD Nitl PI RSCINa rc P '�oom PFtPE SURVEY FS PREPARED ARE,D ANDON HR, SCHAt�P 10 THc Ta P4L COMPANYGOVEIRNPJE,N7AL AGC,,C1 ANO L.%1#dWNG ONST117Y.1IVOPO 0SYY0 HERF�ON nd7tl,'D Rdmry P,r$IC, new .....-...-._. 17.0 ASSuGNC'E:.Nv� OF 70tE L.ti'O+tKYING INS'P0'FUTet•44 CERT1110DATUCHNa { ARF,. NOI 7PRANS'FER A646: 70 AI OCrION;A6 INSTtl'I'4k,dSUN!ii 11@ / OR SwAO'35E�L71.dChd Q"KfiWWF.ps, DWG: 2023-463 Asa55opj, GENERAL NOTES ml Ns GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING Rwo OQED P0. OL HvUbl: FURE DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WTH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND '. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY L ARISING THEREFROM. MECHANICAL CODE NOTE: 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. rq 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: kJ 7771 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 650 EAGLE NEST COURT FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TERN DESIGN GROUP LLC. LAUREL NEW YORK 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 12.0 ESETO I TENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1 ALL PLUMBING WORK TO BE DONE AS PER CODE. 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. SHALL IN ACCCORDANCE WITH SECTIONTITLE SHEET 15.INTERIORWALL COVERING SHALL BE IN WITH SECTION R702 AND NOTE: EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 2 PLOT P 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1 ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED IN THE FIELD BY THE CONTRACTOR, MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. 3 FOUNDATION , FLOOR PLAN ELECTRICAL SYSTEM COMPLIES NF PA 70 NATIONAL ELECTRICAL CODECARPENTRY: 2.MINOR DETAILS NOTSHOWN OR SPECIFIED BUTNECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 4 ELEVATIONS 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 2-2"x6" U.O.N. BUILDINGS. 5 SECTION / DETAILS 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 0 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) 6 FRAMING DETAILS 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ 7 AIR S SEAL MODELS NUMBERS ON PLANS. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ��R�D AR, ESCAPE.IN CONFORMANCE WITH 2020 NEW YORK STATE BUILDING CODE �`' �� N K. T F y SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @GRADE LEVEL WHEN GRADE 8 BRACING DETAILS � �J 1 TO SILL IS LESS THAN 44' OR LESS)Wl MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH ' Zi OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. �4' r •'I 4" 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. �_< --, ALL GLAZING SHALL COMPLY WITH SECTION R308. V Q BRACING DETAILS 97 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE F 0 F rl 1 INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 1 0 NOTES & DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE INACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCEWITH SECTION R905.2. co ELECTRICAL: co 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THEGEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS °° p NFPA 70 NATIONAL ELECTRICAL CODE oo T 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROMWINTER ICE SHIELD FLOOD AIR MEAN GROUND FREEZING ANNUAL O 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD TEMP O Y >_ PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED RAPHIC WIND BORDE -BORNE CATEGORY °WEATHERING° FROST LINE TERMITE TEMP REQUIRED INDEX 0 OCK 3:MPH EFFECTS k REGION DEPTH U) > o Z FOUNDATIONS, CONCRETE AND MASONARY: w 1 MILE B 3 FEET MODERATE 150 YES NO 599 510 Z W W W Z W 20 PSF 130vult NO NO FROM THE COAST SEVERE Q 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. &FIRE ISLAND BOF TO HEAVY J 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. w _j 0 O Fl- 3. FOOTINGS TOREST AMIN 3'0"BEL.OWGRADE. U.O.N.STEP FOOTINGS @1:2RATIO MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS w Q N (1'RISE MAX) co _j Q � in 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT WINTER SUMMER CORRECTION DESIGN TEMPERATURE HEATING TEMPERATURE FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 108 FT 410 N 15°F 86°F 1.00 70°F 75°F 55°F Q ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ Z SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY m 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 4,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. Q 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 110 F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50% RH U (j z N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH w J o MT- MINIMUM EMIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. U) CV 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 0 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA = W 0 EVERY 18"O.C.HORIZONTALLY W/(FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE J z W O W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN 0 W C� 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR 0 Q z w I I GROUND FLOOD FREEZING ANNUAL a, j, FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED e TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD TEMP U Q CODE LIMITS. SNOW LOAD SPEED RAPHIC WIND BORNE-BORNE CATEGORY 'WEATHERING. FROST LINE TERMITE TEMP REQUIRED INDEX W W U) DEBRIS MPH EFFECTS k REGION DEPTH W � 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. U) 1 MILE 3 FEET MODERATE SEE YES NO 599 51° O J � 0 co PLUMBING, MECHANICAL, FUEL GAS,AIC: 20 PSF 130vuft NO NO FROM THE COAST B SEVERE w v (V &FIRE ISLAND BOF TO HEAVY BELOW 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 w 0- z V_' Z ti 0 w = = w N AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. w W f-I 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP. a ~ o 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B 1 SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 0 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. EAGLE NEST COURT R = 340.00, � 69, �_•65 588 <v 2500 � ' 3>>8, � o N I frj i I ° I 25'43,, 29 3,71 rn I I I � I I I � I VJ r � I ' N I rn I I �- I I 1 I , 4 I I O i G I I 54.2' DECK o II WOOD PORCH Z ' 27.2' I �_ O I a 13.4' a 13.4' I w 8.9' 1 m > ' 11.2' I � w EX. TWO STORY SEAL DWELLING &GARAGE RED ARCy K. rFti i� i 22.1' 355' l� L < s 65.1 19. m WOOD DECK I F OF NES I b I PAVER PATIO c4 , I II I 00 1 PROPOSED POOL SPA- ' ti 18'x 45' 8' I 00 Ii r PAVER PATIO PAVER PATIO ' l7 I I I i PROPOSED COVERED PATIO F- I 00 PROPOSED a ' I ' POOL HOUSE ' cq O Y 00 I s 20' 12' I �w >-z W ' I JZ -� fr ' I Q O Iis) I W W U) I M I o Lo � I — coo m 197.67' - __-- - - ---556° 28, 4TVV Q a a U UzN w J O MZm Tl- ) fO_ -' 04 O= U 0 = � z � o O p z w l PLOT PLANo Q o w LOT SIZE:47,810.4 S.F. 1 -20-0 w Of W EXISTING HOUSE:2,753.7 S.F. 1- 0 w c~i N EXISTING FRONT PORCH= 402.0 S.F. w 0 I-ml � z ►` EXISTING REAR DECK= 268.7 S.F. o U w z = wII N 0 J w Ql r PROP.POOL HOUSE:340.0 S.F. a_ 0- Y Q n PROP.COVERED PATIO:524.0 S.F. PROP.POOL&SPA=874.0 S.F. DWG No TOTAL=5,162.4 S.F. =10.8%LOT COVERAGE 2 &-Ty 10 38'-0" ' 38'-0" In a 12'-0" a 20'-0" 6'-0" 12'-0" 20'-0" 6'-0" x In p CD 36"RAILING W/ m ------: ----------------------- ------------ - -----------------------------------------I 36"RAILING W/2"BALUSTERS @ 4"O.C. 2"BALUSTE @ 4"O.C. r--- :a I ' 3-2n x 12 n PT HEADER 3' u 6'-0" 06 6 x 6"P0.'iT ANC GRED ON I c%� :� 1 6 x 6"POST ANC ORED ON t' `' FOUNDATION WAL L PROPOSED FOUNDATION WA i � - I CLO - . o STORAGE PROPOSED 2"x 8"@ 16' � ---- ----T —,--_— ---- -------------- T-------1 I ------� I I SHEET#5 (. . . r I ! 1 r: I a CEILING JOISTS Pr `I I I 1 I'. ' DETAIL A" 1., I I - 2x8' 16"oc " co /I @ 2"x 10 @ 16"oc ao i :.{ i C::: I I I CEILING JOISTS ROOF RAFTERS 7 c 00 I f'. I I I ('•' I I I 2"x 10' 16"oc 1 v SHEET#5 @ N ROOF RAFTERS COUNTER 1 ��� U) I , 1 W I r ch DETAIL"A" i ( `� I 3'-e... 6"x 6"POSTANCHORED ON SLAB ON GRADE e _ _ �, 6"x�"POST ANCHORED ON 1 i I W FOUNDATION WALL o 4"THICK POURED CONCRETE SLAB WITH 6"x 6"x 1 Y. = FOUNDATION WALL ,_0" p' v w ' o a I �'" I q\ �. I f •� I r` - `� I 14 x 1.4 WWM REINFORCING OVER 6 MIL VAPOR - A '�rT-fIC ,� PROPOSED io p i_ m A BARRIER OVER 3"R.C.A.COMPACTED BASE. I I :' I i 3 3 m N i P OO L H O U S E J I 3 x 3 1 I Lu �1 9'-0"CEILING HT. J 1 � cs t I I I I I � , -� oo In Z W C.) I,J , r , Z Q 1ix i I I w PROPOSED „ �I ,@ n I `° 2x8 16"oc r- I -, ~ ROOF OVER PATIO = N X, , 2„x8' 16 IS , M o a W CEILING JOISTS CEILING JOISTS I 60 1 � '' E00 I I I !' ) I N Z `� I 0 I VINYL SOFFIT MATERIAL ON CEILING o II I ao <-� x -tr 1 2"x 10"@ 16”oc �' ' C14 co NEW 8"CONC.FOUNDATION WALL—►-� i f::::) c� " �o `V I ROOF RAFTERS `„ L-- W/8"x 16"CONC.FOOTINGk': M n n COUNTER o N I n n N n n --------------- I I 6 x 6 POST ANCHORED ON 2-2"x12" ER 2- 3 4 X 117 8 LVL HEADER I a 6 x� POST ANCHORED ON I L.�-----., . — ---=„— -- — J:. I -j - I I I I I 1 FOUNDATION WALL --- -- ---------- FOU�IDATION WALL I .+ ^ ".': :•..; I i Li L_ --------� I F::'� 1 4 PASSTHRU ,IN , --------------------------------------------- �' I@ j A 2"x 8" 16"oc COUNTER I L _____-_� ------- I i cx 12'FOLDING DOOR CEILING JOISTS � 20'-0" 3-13/4"x 117/8"LVL HEADER(WRAPPED) I m 2"x 10"@ 16"oc 1 a m i Lu La ROOF RAFTERS "' p I= �I PROPOSED i= A 2"x 8"@ 16"ocN a �, 3'-6" ROOF OVER PATIO 'N CEILING JOISTS c, CV ' 04 2'x 10 @ 16' oc x x VINYL SOFFIT MATERIAL ON CEILING i x ROOF RAFTERS N' N M 6"x 6"POST ANCHORED ON 6"x 6"POST ANCHORED ON I M M I 18"0 x DOWN TO VIRGIN SOIL 18"0 x DOWN TO VIRGIN SOIL - -`, - 3-2"x 12"PT HEADER 3-2"x 1�'PT HEADER 3-2"x 12"PT HEADER is is .1 `° Fo .� 1 .1 1 i i ----------------- ------- -------- ----------------- 8"x 8"DECO COLUMN ENCLOSURE W/ 8"x 8"DECO COLUMN ENCLOSURE W/ 6"x 6"POST ANCHORED ON 6"x 6"POST ANCHORED ON___/ 18"0 x DOWN TO VIRGIN SOIL 18"0 x DOWN TO VIRGIN SOIL z O w 6" 10'-5" 10'-5" 10'-5" 6" L 10'-5" 10'-5" 10'-5" SEAL NDK.TFC 32'-0 11 32'-0 Ir s -A t;p, �- �,o ti. N Q PROPOSED FOUNDATION PLAN PROPOSED POOL HOUSE PLAN s 4 1/4"=1'-0" F �F N ESN INDICATES LOCATION OF SHEAR WALL HOLD-DOWN ® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#8 NOTES: (TO BE INSTALLED AS PER N.Y.S.CODE) CONSTRUCTION NOTES. ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER ACCORDANCE W/MANUFACTURER SPECIFICATIONS WORK AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE w DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL M ALL LUMBER THAT COMES IN CONTACT WITH HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. HOLDDOWN CONNECTION NOTE CONCRETE SHALL BE A.C.Q.LUMBER. 00 HOLDDOWNS SHOWN ON FOUNDATION 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT PLAN ARE CONNECTING FOUNDATION MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE M TO FIRST FLOOR FOOT WITH A MINIMUM OF 3'-0"COVER. CD -HOLDDOWNS SHOWN ON FIRST FLOOR PLAN ARE CONNECTING FIRST FLOOR 3. ALL CONCRETE SHALL BE 4,000 P.S.I. TO SECOND FLOOR 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE 7777 CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL TO BE FREE OF WOOD,TRASH,ETC. 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS O BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS U w PLASTIC CEMENT. cp }O Z 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. w _j Z Zw _j W- 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( w Z Q of CONCRETE WALL PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE O THAN 7 PERCENT. w r Lo 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. , , N Q Ct- m ! 1/2"A.a @ 48"O.C.WITH ' 3"x 3"x 1/4"PLATE WASHER 2"x 6"SILL PLATE � CONCRETE WALL Qz Q C14 m co :;:r Q cn U V z N ! 1/2"A.B.@ 48"O.C.WITH J o M ! 3"x 3"x 1/4"PLATE WASHER N 4 - 7� 1.MIN.7"EMBEDMENT INTO CONCRETE = U O - "' RIM JOIST w/3"SQUARE WASHERS AND END NUT SETUP J W O M 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR O W -� O Q z w 11 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS 1,-0n 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. W U' TO 12"MAX.FROM ENDS OR CORNERS W W W 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. 0 w W O J 0 M w a" z 1` ANCHOR BOLT SPECIFICATION _ CN � � J � v W SIN n Y Q n R403.1.6 FOUNDATION ANCHORAGE DWG NO d 3 10 ---------------------------------------------- 12 12 61 ` 16 — I -IN r HEADER AS PER PLAN HEADER AS PER PLAN r If( W 11 111111 11 111 11 if Jill fill r O C14 4' - - - W x 8"DECO COLUMN ENCLOSURE W Wl DQ_ 12 DI 0 8"x 8"DECO COLUMN ENCLOSURE W/ lu / - 6"x 6"POST ANCHORED ON 6"x 6"POST ANCHORED ON 1J11 18"0 x DOWN TO VIRGIN SOIL 18"0 x DOWN TO VIRGIN SOILUICV � OUNT: 111 I I 1 r I`1' T b I LSE 36"RAILING W/2"BALUSTERS @ 4' " GRADE - GRADE I I 1 I f I 1 19 .' I � M 6 x 6 POST ANCHORED ON i:L; I.�..�• . ���.� I I I BOTTOM OF FOOTING I I " „ I I I I I I I I I 1B B x 36 FTG.BELOW GRADE 1 I I t-�:� �;,: :'}::•��: _ AVERAGE GRADE TO BE ON UNDISTURBED SOIL •y ---- L,--J CONC.FOUNDATION WALL I----� I L__J -____------ L__� AND 47-VABOVE GRADE L--J i i COf�C:FOIfN MOP V11AlL_ _, _ `c i0 CONC.FOUNDATION WALL GRADE @ REAR i I I I I - GRADE @ REAR I I - I I I I I I I I 1 - I I I I t I o I I L---------- ------- 1--------------------------------------_--------------� 1--------------------------------------------- ------------ J r CONC.FOOTING CONC.FOOTING , �I � CONC.FOOTING m z O W PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION X 1/4"=1'-0" ��-D ARCy �5 ',,N.K. TFC iT cp�" � � /y0 F OF NES w 00 00 _u �_u1L�u 12 12 61 16 EHALISlpl Cpl HUI E N i F- Y � O O Y >- HEADER AS PER PLAN O ll 1J 11. t]L1L111 U Ll w w � Z w -j w Iltllllllui� c7oO � T 8"x 8"DECO COLUMN ENCLOSURE W/ w tY ti 6"x 6"POST ANCHORED ON u') g N Q 1111 18"0 x DOWN TO VIRGIN SOIL 1W�1_u_ 1L1I-Jlll. CO m o � L BLS 6 I GRADE 11 1 11 fill 11 11 1 111 1 If III IIIIIIN 11 1 fill I if 111111 11 If fill 11 if 11 if 11 111 11 1 GRADE @ FRONT I •• t 1 j '1 Q • M S A i� •l. O I v- AnoN L QNC:FOUND .. !1' •4• C Al. U d � 1 C'FOUNDAnbN1NALLci aN tiG i .J: — I :t•. U z N I • W J �• I _ (' e - I I I GRA DE @REARGRADE @ REARGRAD O W 0 I I I I I I U o I I I p I I I J w O M i i i 0 W C7 -----------------�� �1------- ------- ------------------------------------------------------------------------------------- O L----CONC.FOOTING ------------------------------------ L-------- ---------------CONC.FOOTING ---------J 0" (n (9 p W �I � W W p c 0 J � W a � � � z r` 0 W W W SiN [F� a W v Y Q F– PROPOSED LEFT SIDE ELEVATOIN PROPOSED REAR ELEVATION DWG NO 1/4"=1'-0" e 4 10 FINI ED SLAB 'v M CLEAR cn m II II It II II II II II II II II II II II E"2?Xi2" N T RIDGE VENT T4 i i F RIDGE 2"x 6"COLLAR TIES @ 32"OC I I I I II II II II II II II II II II 2"x10"RR 16"o til ii 1/2"PLYWOOD SHEATHING NOTES: #15 FELT I I I I CEILINGJOISTS 1. CONCRETE SHALL BE 4,000 P.S.I. 2"x8"@16"oc MINIMUM i i 1I PROVIDE#5 REBAR @ 12"O.C. BOTH 2. BOTTOM OF FOOTING SHALL BE I I I I HORIZONTALLY AND VERTICALLY MINIMUM T-0"BELOW LOWEST GRADE 3. MAINTAIN 3"COVER FOR ALL I I r 12"OVERHANG 12"OVERHANG REINFORCEMENT BARS IN CONTACT 3"CONTINUOUS SOFFIT VENT 3"CONTINUOUS SOFFIT VENT WITH EARTH AND 2"COVER FOR ALL MxWxyREINFORCEMENT BARS IN CONTACT PROVIDE V-0"THICK FOUNDATION WALL � WITH OUTSIDE WEATHER I I I I (MIN 4,000 P.S.I.) II II HEADER—i " " 4. CONTRACTOR IS RESPONSIBLE FOR I I I I R-30 INSULATION 2"x 4 STUDS 16 oc PROPER EXCAVATION AND ANY 1/2"GYPSUM BOAR 2"PLYWOOD SHEATHINGI I I I VAPOR BARRIER SHORING, IF REQUIRED. a " 5. ALL SOIL AND BACKFILL TO BE I I I I 3/8 SHELTER WRAP E.P.S.BOARD I I I I HEADER AS PER PLAN NEW SIDING AS SELECTED BY OWNER COMPACTED TO MINIMUM 95% I I I I I I I I LINE OF GRADEPROPOSED PROPOSED COMPACTION. I I I I 6"X6"ACQPOST'W/DECO ROOF OVER PATIO POOL HOUSE SQUARE COLUMN ENCLOSURE w I I I I VINYL SOFFIT MATERIAL ON CEILING R-15 INSULATION W/ 9'-O"CEILING HT. 1/2"GYPSUM BOARD. 4"THICK POURED CONCRETE SLAB PAVER PATIO R- 5 INSULATION W/ 1/ "GYPSUM BOARD. WITH 6"x 6"x 1.4 x14 WWM I II 4"CONC.SLAB ON GRADE REINFORCING OVER 6 MIL VAPOR -----'— --� BARRIER OVER 3"R.C.A. GRADE @FRONT COMPACTED BASE. II II I I I I II Ir II II 6"x 6"POST ANCHORED ON R-10 RIGID INSULATION BOARD I 2"0 x 36"FTG.BELOW GRADE INSTALLED 24"VERTICAL&HORIZONTAL II II AND 4"-6"ABOVE GRADE BOTTOM OF FOOTING @PERIMETER � ,_ „ I I i� 6„ O � TO BE ON UNDISTURBED SOIL I I 2'-0" 1 1-0 I ai iF o lo m Q I I it l M V` PROPOSED NEW 8"CONC.FOUNDATION WALL Z) W � GRA E @ REAR PROVIDE(3)#5 REBAR AT TOP j i ? z Q PROPOSED NEW 8"x16" i I OF FOOTING(LONG DIRECTION) I I 0 LL U) CONC.FOOTING W/REBAR I I w I 1 - Lj I I ih SEAL I I o — I I - EKED ARC I 1 ------ M - N.K. TF'y/ice L--------------- �V �' /�• C� SECTION VIEWl A A CLEAR 3" 13" CLEAR14 cp 1/4"=1'-0" #3 SHEET#5 3'-6" �J DETAIL'A" OVERALL FOOTING 9TF vQj PROVIDE(5)#5 REBARWIDTH BOTTOM OF FOOTING PROVIDE#5 REBAR @ 12"O.C. (LONG DIRECTION) TOP AND BOTTOM (SHORT DIRECTION) _00 co f` co 00 op O DETAIL "A" FOUNDATION WALL DETAIL N.T.S. "SIMPSON"HD08 OR 2-16d COMMON 'SIMPSON"PHD6 NAILS @ 6"O.C. w O FOR FULL LENGTH I- O w 0 o OF STUD zw Z O O WJ ❑Q �L.IN{3: wW =) (/) 11 • Lo Q N Q m _j m I < II d d Q • •a d 4 s •d•• •d d • n d NOTE: 7/8" ITHREADED ROD EMBEDDED 121/2" ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH m HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS U TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH C� z N MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) J U) J O M D D. N AL DETAIL ° 0 W CORNER CONNECTION FLOOR TO FOUNDATION J z ((D O N.T.S. O W z w II Q W � QI W (q cn w W � 0 M w 13- F- z v W wI N OCL CILI v Y Q (" in DWG NO d 5 10 ICE SHIELD: 2LAYERS OFUNDERLAYMENTS CEMENTED TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES — I PROVIDE LSSU28 JOIST HANGER I @ RIDGE TO EACH ROOF RAFTER #15 FELT PAPER TYPICAL @ NEW CONSTRUCTION 1"x 2"BLOCKING. 112"CDX PLYWOOD 11/4"x 20 GAUGE GALV. STRAP TYPICAL.20"LONG I I EACH ROOF RAFTER 1114"x 20 GAUGE GALV. (4)EACH ENN NAILS STRAP(TYP.)WITH(6)8d / D EA.ROOF RAFTER COMMON NAILS IN EACH END OF STRAP. " I 12 I 24"MIN. I ROOF RAFTERS(SEE PLAN) VARIES • ALL FASTENERS SHALL BE INSTALLED WTH STRICT s. 1/2"EXTERIOR GRADE PLYWOOD SHEATHING ACCORDANCE W!MANUFACTURER SPECIFICATIONS #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) PRE-CRIMPED PRE-CRIMPED END. END. If ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING CEILING JOISTS(SEE PLAN) BATT INSULATION(SEE PLAN) ACCORDANCE W/MANUFACTURER SPECIFICATIONS DETAIL "A" DETAIL "B" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. _-__ 1 R.905.1.2 R.802.3.1 FASCIA R.802.5.1(9) ALCOA RIDGE VENT.INSTALL 3"CONTINUOUS SOFFIT VENT AS PER MANUFACTURES SPEC'S. SIMPSON STRONG-TIE H2 I j V AIR SPACE @ 16"oc(EACH SIDE) ROOF SHINGLE. 1 114"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d • PLYWOOD SHEATHING. COMMON NAILS IN EACH `� i' END OF STRAP. i #15 FELT PAPER ��� i� SIMPSON i H 2.5A CLIP of pp�p � RIDGE BEAM. DR/'1L CLG. VINYL SIDING(AS SELECTED BY OWNER) Jr 1 I Z CATHEDRAL 318"SHELTER WRAP E.P.S.BOARD i j O ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE TYVEK BUILDING WRAP 1 1 Lo ACCORDANCE W/MANUFACTURER SPECIFICATIONS 11/4"x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN 1/2"EXTERIOR GRADE PLYWOOD SHEATHING j ° j w STRAP(TYP.)WITH(4)8d ALL FASTENERS SHALL BE INSTALLED WITH STRICT CATHEDRAL CEILINGS CONDITION ACCORDANCE W/MANUFACTURER SPECIFICATIONS EXISTS 2"x 4"STUDS 16". ° COMMON NAILS IN EACH 3112"BATT INSULATION R=150 .0 1/2"GYSUM BOARD END OF STRAP. ( I D�,,, SIMPSON STRONG-TIE FTA @ 16"oc OR'1 11 DETAIL "D" 1114"x 20 GAUGE GALV.STRAPPING, � DETAIL C EXTENDED 12" BEARING FROM FLOOR RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. FRAMING EACH DIRECTION @EACH STUD R.802.3 R.802.3.1 I _� R.802.5.1(9) 1 I cP r R.802.3.1 J 4 2-2"x 4"TOP PLATE F 0 F N ESN --------------------- co� %' 1 I 00 00 � 1 � 1 I to H1 SIMPSON CONNECTION H1 SIMPSON CONNECTION W/6 8d x 1 112"NAILS W/6-8d x 11/2"NAILS 1 1 1 2"x 10"ROOF RAFTER @ 16"OC - ' ' "SIMPSON"CMSTC16 COIL STRAP ORj I __ � cn >- p Z -------- 11/4"x 20 GAUGE GALV.STRAPPING, ' W � W STRAP EACH STUD 12"MIN.BEARING i ' W Z fr WRAP STRAP UNDER SILL @ EACH STUD (D _j C) O 1 iQ W Z) U) HEADER AS PERPLAN HEADER AS PER PLAN ; W 2-2"x 4"P.T.SILL 1 1 o Z) Lo > 1 I� ANCHOR BOLTS(REFER TO PLANS 1CD FOR SIZE AND SPACING) g 6"x 6"P.T. POST SILL SEALER 1 TERMITE SHIELD BC6 SIMPSON CONNECTION Z 1 is p W/6-16d NAILS GRADE co �- -I I�I I =�� —11 GRADE "° ° 8"POURED CONCRETE U CB66 SIMPSON CONNECTION FOUNDATION WALL U °z N W/12-16d NAILS . ° J o M r1 CV ° 16"x 8"DP.POURED CONCRETE FOOTING I ' 0 W POST ANCHORED ON 12"POURED CONCRETE FOOTING 36"BELOW GRADE a a . z (Y O -_J 1= U W ° M 0 0 Z w II CL J 43- #5 REBAR(1/2"DIA) Q W (� 4 CONCRETE SLAB ON UNDISTURBED BASE (0 W W CONNECTION DETAIL v F- w z POST IHEADER CONNECTION TYPICAL WALL SECTION J _ 112"=1'-0" O O W i � � � W �� r NOTE: ALL FASTENERS ATTACHING TO PRESSURE TREATED DW N LUMBER(ACO)TO BE DOUBLE DIPPED GALVANIZED. e 6 10 THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION - - CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG CONTINUOUS BEAD RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD ATTIC INSULATION OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS - = CONTINUOUS MINIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT -MINIMUM 90% OF LIGHTING TO BE HIGH f CEILING GYPSUM BOARD r EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 (VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY - ---- ---- - CONTINUOUS BEAD MAXIMUM FENESTRATION U-FACTOR 0.75 (SKYLIGHTS BURNING PILOT LIGHTS - INSULATION VERTICALLY To CONSTRUCTION ) CONNECT INSULATING SHEATING C SEALANT TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONTINUOUS BEAD " SEC. R403.1: HVAC CONTROLS - COMPLIES FOAM RIGID INSULATION BAFFLE �. i OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS CONTINUOUS MINIMAL SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A i EXPANDING FOAM AT WINDOW UNITAS SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A WINDOW PERIMETER AIR BARRIER SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1112"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE -CONTINUOUS BEAD WINDOW UNITAS OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AIR BARRIER CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. OF ADHESIVE SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. DOW PERIMETER CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING It EFFICIENCY RATING - NEW EQUIPMENT EXPANDING FOAM AT 9;=OF SEALANT WIN SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN CONTINUOUS BEAD THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM "All � AA�I OF SEALANT PETAL L• SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY CONTINUOUS BEAD SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. OF ADHESIVE SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT , OF SEALANT-CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC SAVE BAFFLE AND VENT SEC.C503.5: SERVICE HOT WATER.SYSTEMS - COMPLIES. SEC. R403.10: POOLS E INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION FOUNDATION SLAB AS // // AIR BARRIER �/ CONTINUOUS BEAD ����%\ AIR BARRIER AB AS OF SEALANT COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ��. VENTED AIRSPACE ATTIC INSULATION \ \ \\ \\ \\ A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. Narrow cavitiesnarrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT � that on installation readily conforms to the -- -' ---- ---- - General requirements The exterior thermal envelope contains a available cavity space. AROUND VENTILATION CHUTE � I continuous air barrier. -AIR SEAL PERIMETER WITH Breaks or joints in the air barrier shall be EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the , Garage separation garage and conditioned spaces. AIR SEALING D ETA I L "B" The air barrier in any dropped ceiling/soffit The insulation in any dropped ceilinglsoffit shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openings,drop down stairs or knee drywall. rated. 11/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL shall be sealed. walls shall be insulated by completely filling conforms to available space shall extend The junction of the top plate and the top of the cavity with a material having a thermal exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs ����I� (1�11 RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. "R-VALUE/THICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S , The space betweenwodow/door jambs and The air baniershall beinstalled behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER z Windows.skylights and doors framing,and skylightsand framing shall be Electrical/phone box on exterior walls electrical or communication boxes or O sealed. air-sealed boxes shall be installed. W HVAC register boots that penetrate building Rim joists shall include the air barrier. Rim joists shall be insulated. Rim joists HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. 2X RIGID EF N ULATIION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire � D ARCy the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ATTIC INSULATION �S �N•K• TF /J. Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer. cantilevered floors) to be in contact with the top side of Concealedother a � � sprinklers Caulking or dhesive sealants shall not +�+�'� sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler 1a r� - , the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING n from the bottom to the top of all perimeter LIA - ; SHEATH INTERIOR OF floor framing members. ATTIC ACCESS TO +1"OF INSULATION LEVEL Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I y Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F F N E with overlapping joints taped. the crawlspace walls. space shall be sealed. IA ACCESS PANEL DRAW ACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS a TRIM AS REQUIRDED INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FINISHED CEILING 00 00b GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc 00 CLIMATE FENESTRATION SKYLIGHTFENESTRATION CEILING WALL MASS WALL FLOOR WALL R VALUE WALL ;;�.. � TA I �1�II DETAIL 11 I) j ZONE U-FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE ^^ r9 n *-,, .. AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 4 0.32 0.55 0.40 49 20OR13+5 8113 19 10113 10.2 FT 10113 RIGID INSULATION SHEATING t. ; . 5 0.30 0.55 NR 49 20 OR 13+5h 13117 309 15119 10.2 FT 15119 1 1 20+5ht- Y 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 309 15119 10.4 FT 15119 ❑ 0 13+10 0 Y N 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19121 30g 15/19 10.4 FT 15/19 t I U 0 W W 0 Z NR=Not Required. r l I Z W .J W PREFAB -� + I������ L((�1 I 116 I` ATTIC INSULATION -� Z Q O For SI:1 foot=304.8 mm. ; (� -i ❑ _ F REPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED W ❑ c/) A. R-VALUES ARE MINIMUMS.U FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN + jm( ' "'�"���G ((1G� � _ � } THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" to g m B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. r C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT INSULATED TE IOR WALL."15/19"MEANS R-15 CONTINUOUS'INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE k STUD WALL BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15119"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. INSTALL INTERIOR D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. z. SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB E. RESERVED. FIREPLACE UNIT MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL AT F. RESERVED. WEATHERSTRIPPING G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. z H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATIONQ m / PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL ° 1. MASS WALLS SHALL BE IN ACCORDANCE WTH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O Q INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING U V Ci z N O AT PERIMETER OF ENCLOSURE J m � CONTINUOUS BEAD OF SEALANT W MANUFACTURED RECESSED LIGHT ENCLOSURE J O M N TABLE R402.�.4 ' a ATTIC INSULATION ° DOWN STAIR MANUFACTURED PULL O W EQUIVALENT U-FACTORS ATTIC TRUSS '**'*,-WOOD FRAME FLOOR ASSEMBLY 0 J U W O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE 0 W " ZONE U-FACTOR U-FACTOR ll-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL LUb U-FACTOR U-FACTOR 0 z 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - _ e DETAIL 1� 11 o W 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 - - - - - _ W a�'< W s o.30 0.55 a.o2s o.045 o.oso 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S co _JJ I- 0 M A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREVENT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANT AT PEIMETER A. B. MASS WALLS SHALL BE IN ACCORDANCE WTH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING 0 � w � W = w (VINTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE o -rWd U I - Q r ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT DWG NO NOT EXCEED 0.360. 1:)r=TA I L 11 11 META I L. 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S � 0 MANUFACTURED FIREPLACE ASSEMBLY 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602AO.3(1) ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 4-8d box(2112"x 0.113); or 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box mon( x/2"x 0.131"): )or 3-8d common 21/2"x 0.131" ;or 2 BRACED WALL LINES 1 Blocking between ceiling joists or rafters to top 3-8d common(2112"x 0.131"):or Toe nail 21 Joist to sill,top plate or girder ( ) Toe nail plate 3-10d box(3"x 0.128"):or 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-3"x 0.131"nails 3-3"x 0.131"nails STORY LOCATION WIND SPEED SPACING b DWB,WSP,SFB, (MPH) (FEET) METHOD LIB METHOD CsB P5 PCP,HPS GS-WSP,CS-Cs, 4-8d box(21/2"x 0.113")or 8d box(2112"x ) 4o.c.toe nail 0.113" " 2 Ceiling joists to top plate 3-8d common(2112"x 0.131'1:or Perjoist,Toe nail BV-UJSP,ABUT, W, CS-PF 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(2112"x 0.131");or FTls - 3-3"x 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 10 4.0 4.0 25 2.0 Ceilingjoist not attached to parallel rafter,las 3"x 0.131"nails 20 1.0 1.0 4.0 35 3 J P P 4-10d box(3"x 0.128");or Face nail over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or 3-8d box (21/2"x 0.113");or 30 105 105 6.0 5.0 and Table R802.5.1(9)] 4-3'x 0.131"nails 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail 40 135 135 8.0 6.5 3-10d box(3"x 0.128");or 50 16.5 165 95 8.0 4 Ceiling joist not attached to parallel rafter Table R802.5.1(9) Face nail 2 staples,l"crown,16 ga.,13/4"long 60 195 195 115 95 (heel joint)[see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(3 1/2"x 0.135");or Blind and face nail 120 10 15 15 45 35 2-16d common(31/2"x 0.162") 20 14.0 14.0 8.0 1.0 5 Collar tie to rafter,face nail or 1114"x 20 ga. 4-10d box x 0.1281; Face nail each rafter 30 20.0 20.0 IIS 95 ridge strap to rafter 3-104 common(3"x 0.1488");or 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box(3 112%0.135");or At each bearing,face nail 40 255 255 15.0 125 2-16d common(31/2"x 0.162") 50 31,5 31.,5 16.0 155 3-16d box nails (3112"x 0.11351;or ro0 315 315 215 185 6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail 3-10d common nails(3"x 0.148');or opposite side of each rafter or 26 B3-t6d common (3112"x 0.162") 55 4-10d box(3"x 0.128'1; or ono pp and or rim joist to joist 4-10d box(3"x 0.128");or End nail 10 NP 11.0 65 4-3"x 0.131"nails truss 4-3'x 0.131"nails;or 4-16d (3112"x 0.135');or 4-3'x 14 ga.staples,7116"crown 20 NP 205 115 10 0 3-10d o (3112"x 0.1148"); or Toenail 30 NP 29.0 177 145 Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 185 4-1 Od box (3(3"x 0.1281; or 20d common(4"x 0.192"};or Rat to and bottom and staggered. 50 NP 41.0 21.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at to and bottom roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-upgirders and beams,2 inch lumber 3"x 0.131"nails P 60 NP 555 32 0 210 2-16d common(31/2"x 0.162'1;or g staggered on opposite sides layers And: 3- box(3"x 0.128); or 10 45 45 2.5 25 2- common . ; aes anaeach 3 33""xx 20d 0.131"nails (4"x 0192") or Face nail h 20 85 85 5.0 4.0 3-10d box(3"x 0.128");or splice WALL 3-3"x 0.131"nails 30 12.0 12.0 1.0 6,0 4-16d box (31/2"x 0.135");or 40 155 15.5 9.0 15 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3112"x 0.162");or At each joist or rafter,face nail 50 195 195 11.0 95 2ND FL ox x ;or 16"o.c.face nail 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 4-3"x 0.131"nails 9 Stud to stud and abuttingstud at intersectio 16d box(31/2"x 0.135");or 12"o.c.face nail g 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128'1 Each end,toe nail 10 85 85 5.0 45 wall comers(at braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail 5 130 20 16.0 16.0 95 8.0 NUMBER AND TYPE �� 30 23ld 23.0 135 115 16d common 31/2"x 0.162" 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 23D 23D 175 15.0 1.5 10 Built-up header(2"to 2"header with 112"spacer) OF FASTENER a,b,c30D30D 16d box(3112"x 0.135") 12"o.c.each edge face nail 50 YID 3,70 21.5 Edges sorts�Intermediate 60 44 0 44 0 25 0 1210 IST FL 11 Continuous header to stud 5-8d box(21/2"x 0.113");or toe nail (inches) inches) 4-8d common(2112"x 0.131'1; or 10 NP 13.0 15 65 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NP 24.0 135 115 12 Top plate to top plate (3 common 112 16d 1/2"x 0.162") 16"o.c.face nail [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 345 195 1.0 1 10d box(3"x 0.128");or 12"o.c.face nail 775 40 NP 445 255 22.0 Y x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall)' 50 NP 55.0 315 265 Double top plate splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 30 _�" 8d common(2112"X 0131")nail(roof); f 60 NP 65.0 315 315 seismic braced wall line spacing<25' 12-16d box(3112"x 0.135");or face nail on each side of end joint 6 12 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 3"x 0.113")nail(roof)13 ) - 10 55 55 3.0 25 common nail( . ); - � Double top plate splice SDCs D0,D1,or D2; 12-3"x 0.131"nails side of end joint) 8d il 2112"X 0113" 20 10.0 10.0 55 5.0 Z 12-16d 3/12 x 0135" 31 19, " and braced waft line spacing 25' ( ) 1 or RSRS-01;(2 j'x 0.113")nail(roof)I 6 12 f 30 14D 14.0 6D 10 c00 14 Blocking between ceiling joists or rafters 16d common (3112"x 0.162") 16"o.c.face nail L( f 40 18.0 18.0 105 9.0 to top plate 16d box(3112"x 0.135'1;or 50 225 225 13.0 IID3"x 0.131"nails 12"o.c.face nail 32 1 10d common(3"X 0.148")nail 60 265 265 15.0 13.0 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail or 8d(2 'x 0.1311 deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL blocking(at brace wall panel) 2-16d common(3 1/2'x 0.162');or 2 each 16"o.c.face nail <140 20 185 185 11.0 9.0 ��REO ARCh 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 21.0 21.0 155 13.0 ��' F� N'K. Te �l 4-8d box(2 112"x 0.1131;or Other wall sheathing 9 40 35.0 35.0 20.0 11.0 3-16d box 4-8d common 1/2"112"x 05 31" ;or Toe nail 50 43.0 43.0 245 21.0 4-10d box(3"x 0.128");or 33 }"structural cellulosic 11'galvanized roofing nail, , ( ) 60 51.0 51.0 29.0 25.0 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 :"head diameter,or 1 a'long 16ga.staple 10 NP 15.0 8-5 3-16d box(3112"x 0.135");or r 2-16d common(31/2"x 0.162");or End nail with or 1"crown 20 NP 21B 16.0 13B Q� 3-10d box(3"x 0.128");or 3-3"x 0.131"nails 34 P2"structural cellulosic 1 t"galvanized roofing nail, 30 NP 395 23.0 195 OF N� fiberboard sheathing 3 6 40 NP 515 29.5 25.0 17 Top plates,laps at comer s and 3-10d box(3"x 0.128");or t6"head diameter,or 1 2'long 16ga.staple intersections 2116d common(31/2"x 0.1621;or Face nail with s"or 1"crown 3-3"x cora nails 0 NP 635 365 310 60 NP 155 43.0 365 3-8d box(2112"x 0.113");or 35 "gypsum sheathing d 1: galvanized roofing nail;staple galvanized, 00 18 V brace to each stud and plate 2 8d common(2112"z 0.131 ; or Face nail g a' Type ( ) 1 "Ion ,11 screws,T e w or S 7 7 TABLE 12602.10.3 2 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING 0000 2 staples 1 314" ADJUSTMENT FACTOR = 1.00 o? M �„ d 1 J"galvanized roofing nail;staple galvanized, m 3-8d box 210 x 0.113" 36 a gypsum sheathing 19 1"x 6"sheathing to each bearing ( > °f 15"loo 1�'screws,T ADJUSTMENT FACTOR a,b 2-8d common(21/2"x 0.131"); or Face nail a g, a Type W or S 7 7 2-10d box(3"x 0.128'1;or ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2 staples,t"crown,16 ga.,13/4"Ing TABLE R602.10.3(1)BY THIS FACTOR] 3-8d box(2112"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 1.00 3.8d common(21/2"x 0.131"); or ONE-STORY C 1.20 3-10d box(3"x 0.128");or 3„ 6d deformed(2"X 0.120")nail; STRUCTURE D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,l"crown,16 ga.,13/4"long Face nail 37 a and less or 8d common(2 'x 0.131")nail 6 120 Wider than 1"x 8" 4-8d box(21/2"x 0.113); or 1 EXPOSURE CATEGORY TWO-STORY � 1.30 OU 3.8d common(2112"x 0.131'1 ;or 38 e"-1" 8d common(2 J"x 0.131")nail STRUCTURE p W 3-10d box(3"x 0.128 D 1.60 cn >- o Z V ");or or 8d common(2�"x 0.120")nail 6 12 W � � 4 staples, crown,l6 ga.,13l4"Ing THREE-STORY B 1.00 Z w -JW 39 1 S_1 1I common(2� X 0.148")nail; STRUCTURE C 1.40 - Z Q 0 D 1.70 (7 -1 0T or 8d deforomed(2 z'x 0.120")nail 6 12 U) <5 FEETW W 0.70 0 0 U >- ROOF ONLY 10 FEET 9„00 m 15 FEET 1.30 20 FEET 1.60 <5 FEET0.85 ALL METHODS 2 ROOF EAVE TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 TABLE R602.3(3) TABLE R602.10.4 10 FEET 0.90 Q ROOF+2 FLOORS 15 FEET 1.10 Q REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 1.00 Z BRACING METHODS 20 FEET NOT PERMITTED Continuous Sheathing Method U MINIMUM ULTIMATE DESIGN 8 FEET 0.90 o ti MINIMUM NAIL MINIMUM WOOD CONNECTION CRITERIA 9 FEET 0,95 STRUCTURAL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT W J m T- PANEL (mph) METHOD MATERIAL MINIMUM THICKNESS FIGURE 3 ANYSTORY 10 FEET 1.00 o Cl) SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure cate o Fasteners Spacing ADJUSTMENT 11 FEET 1.05 U N (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 9 ry P 9 (INCHES O.C.) (INCHES O.C.) B C D 12 FEET 1.10 Q 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Exteror sheathing per 6"edges 12"field = W 0 (2.0"x 0.113") CS-WSP Table R602.3(3) NUMBER OF BRACED 2 1.00 J U W 4 WALL LINES(PER PLAN ANY STORY 3 1.30 W (9 r- 8d COMMON 16 6 12 170 140 135 Continuously sheathed 1/2 f=, zT� DIRECTION)c 4 1.45 p z II (2.5"x 0.131") 1.75 24/16 7/16" Interior sheathing per Varies by fastener Z 5 1.60 Q„ wood structural panel s TablE R602.3(1)or R602.3(2) FASTENED TO THE END p W CO Cl) 24 6 72 140 5 ADDITIONAL 800-POUND TOP STORY ONLY STUDS OF EACH BRACED DWB,WSP,SFB W W HOLD-DOWN DEVICE WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, U) J p cM FOR SI:1INCH=25.4 mm,1 mile per hour=0.447 mis. FOUNDATION OR FRAMING BELOW v 0 W 0 z N A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheaihingwith studs spaced more than 16 inches on center shall be applied with W � � � � panel strength axis perpendicular to supports. W B.Table is based on wind pressure acting toward and away from building surfaces in acexdance with Section R301.2.Lateral bracing requirements shall be in OMITTED FROM INSIDE FACE DWB,WSP,SFB o W W W1 N 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS,PCP,kIPS,CS- chi EL v n accordance with Section 8602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CS-G,CS'CS, ¢C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel with a 24116 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not DWG NO more than 16 inches on center. 4 INCHES O.C.AT PANEL EDGES, INCLUDING TOP AND BOTTOM GB FASTENING K 7 GYPSUM BOARD ANY STORY PLATES,AND ALL HORIZONTAL 0.70 V JOINTS BLOCKED 10 8d T 6"oc toed in L a Ong braced wall Roof SheathingAttachment Requirements for Wind q. RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Loads Dead Load Assumptions: Roof Assembly DL-10 psf - Exposure B TOP PLATE 6„ Spee eedStinph�econd Gust Wind a0 loo Ifo 120 130 THREED GUmSTT WIND 90 too no 130 9D too tto 130 . STRUCTURAL SHEATHING 8d COMMON NAILS Roar SPM Number of Bill Common Nails or 10d Box Na1s @ 6"O.C.ON EDGES I I 11 II E F E F E F E F E F ROOF PITCH 00 in each end of 1-Y4*x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,23,4 II li it II ONLY �--� 1�- i 5heathing � Rafter/Truss spocmg Maximum,Nall Spacing for bd common Nails 12 1 2 2 3 94 133 176 224 1/2" MIN. STRUCTURAL TOP PLATE �� (inches,oa) or 10d Box Nails(inches,a.c) 16 2 2 2 4 126 178 235 298 8d COMMON NAILS 20 2 2 3 4 157 222 294 373 WOOD PANEL = 12 6 l2 b 12 b 12 6 12 6 I2 3:12 24 2 3 3 5 189 267 353 447 @ 12"O.C.ON 6•• 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)COtdNECTION FIELD ONLY o Interior Zone I6 6 12 6 12 6 12 6 12 6 12 32 3 3 4 7 252 356 471 597 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 36 3 4 5 7 79 4ll 529 671 las 6 I2 6 l2 6 12 b b 6 12 12 1 1 2 2 79 111 145 183 7 FOR CLOF FA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16 d COMMON NAILS @ IT O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 b 6 6 6 12 20 2 2 2 4 132 184 242 305 W/ "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL r 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 b 12' 6 12' 6 12' 28 2 3 3 5 185 258 338 427 '•� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE • LENGHT OF BRACED WALL PANEL PLerimeter O 6 12 6 12' 6 12 6 6 6 b 36 2 3 4 6 238 332 435 549 Edge Zone 12 1 1 1 62 87 114 JAA • , MIN..USE SIMPSON SET EPDXY-TIE I6 ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE83 115 las 6 12' b 12' 6 6 6 6 6' B 20 1 2 2 2 103 144 190 192 t • 152 TO SECURE ANCHOR,DRILL 3/4" 3-16d@16"oc DIAM.HOLE FOR EPDXY.FOLLOW F24 6 12' b 6 6 6' a 6' 6 e 512 24 2 2 2 3 124 173 228 287 along braced wall 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/Lookout b 66 6 5 b ' 4 4 4 4 32 2 2 3 4 165 231 303 383 Block 36 2 3 3 5 186 260 1 341 431 TO PERPENDICULAR RAFTER. Sable r>�all I'2aka or Rake inns K,°� b b b b b b b b e e 12 1 1 1 2 57 79 103 130 END SHEARWALL SLAB ON GRADE 16 1 1 2 2 1 156 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 Rafter/Truss Spacrng MlnMrnxn t�rribor of 8d Common Nails 6:12 24 1 2 2 3 115 158 207 260 Sheathing size (Inches,ozJ or lod Box Nana per support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 Ix6 or Ixs Sheathing 12-las 2 1 2 2 2 2 36 2 2 3 4 172 237 310 389 L IxIO or Larger Sheathing 12-141.2 5 g g 3 3 12 1 1 1 2 57 75 97 122 L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 8d ti"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 a�ong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied bg 0.10 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building 2. Tabulated ridge correction loads s assume a buiding located In Exposure B. CLG JTS REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembig dead AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION16"O.C. 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERIiRUSS @ FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL load(ted cone TOP'PLATE 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - 4. Tabulated connection requirements are based on a 12 "ridge strap spacing,for different ridge 6„ along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. p pi9 o FOR STRAP- 3 8 d COMMON NAILS @ FA END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings,multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL CLG JTS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection 5pacing(1nJ 12 Ib 192 24 48 WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multip lier1�0 133 110 2D0 4.00 @ 6"O.C.ON EDGES4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS 5. Uhm the tabulated number of flails required to each end of the strap is equal to I and the framing ONLY 6, FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49THE NAIL is attached in accordance with Table 3.1,the ridge strap and additional nailing is not required. SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. b, lthen a collar tie is used to lieu of a ridge strap,the number of IDd nails required In each end of 8d COMMON NAILSo 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of Ed nails In a steel strap,or the number or 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap. along braced @ 12"O.C.ON wall FIELD ONLY 1. 1-?,-20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)i''ONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ FA.END OF STRAP W/ % "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD ANCHOR,EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d COMMON NAILS @ 16"O.C. ) @ 6"O.C.ON EDGES OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) CORNER HOLD - DOWN DETAILS FLOOR JOIST FMIN..USE SIMPSON SET EPDXY-TIE along braced wall Dead Load AssumpCxms Roof/Ceiling Assembly DL= t5 psf O • HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ IT O.C. w along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND SILL.PLATE TO SECURE ANCHOR,DRILL 3 g SPEED (mph) 100 110 120 130 /4„ ANCHOR BOLTS DIAM.HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L rRMaSPAM ROW SPM Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR 246d COMMON SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 00 QQ in each and of 1-r x 20 gage strap 1,2,3,4 POURED CONCRETE/ "SIMPSON"PHD6 NAILS @ 6"O.C. ARE p ARC MASONRY TOP PLATE 16 1 2 2 3 FOR FULL LENGTH 6 0 0 OF STUD FOUNDATION - 20 2 2 2 3 8d COMMON NAILS 12 24 2 2 3 3 0 �' ` o @ 12"O.C.ON 28 2 2 3 4 : 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 END SHEARWALL ON FOUNDATION 36 2 3 3 s WOOD PANEL 12 2 2 2 3 = 8d COMMON NAILS 16 2 2 3 I 9l AO WALL @ 6"O.C.ON EDGES 20 2 2 3 4 j 1 F OF NES ONLY16 24 2 3 3 4 (1 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 1 6 12 2 2 3 3 00 00 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 20 2 3 4 4 BLOCKING @ 0 L FLOOR JOIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5 ENDWAL 0 ao TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 00 SILL PLATE .. , •s L L 32 3 4 5 6 ' • PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 1 36 12 2 3 4 3 3 4 "$IMP$ON"HDQ8 OR CD 8d a6"oc toed in ANCHOR BOLTS 16 2 3 4 5 "SIMPSON"PH along braced wall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 FOUNDATION TOP PLATE 32 3 5 6 7 NOTE: 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD Y o DOWNS,&ADHESIVES TO BE = o 2 STORY BRACED WALL PANEL . Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 0 y } Tabulated uplift connection requirements assume a building SPECIFICATIONS 0 of ocated in Exposure B. O U) } W 3. Tabulated uplift connection requirements assume a roof and W eiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL Z W _j W eiling assembly is not present or if the ceiling assembly is not W Z Q O Wall Sheathing and Cladding Attachment Requirements onnected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. 0 -j o = AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @16'O.C. for Wind Loads - Exposure B hall be increased by 1 nail at each end of the strap. w W D ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): Minimum ASTM A653 Grade 33 steel strap. o Z) � >. Lo Q N Q CO J r m FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP Tires second&*t wind 010 loo 110 120 I Sd an 6"oc toed in FOR CLOF FA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL6TE TO SpeedCq*0 along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. ST12UGTURAL SI�ATHIN6 FLOOR JOIST E F E F E F E F E F SIMPSON HOLDDOWN W/ 5 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON Stud Spacing Maximum Nall Spacing for 6d common Nails 6„ ATR(ALL THREADED ROD) Sheathing Location (1ridles,04J or 10d Box Nails (Inches,o cJ "SIMPSON"PHD6 NAILS @ 6"O.C. o SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH Z 12 6 12 6 12 6 k12 6 12 6 12 OF STUD Z ' 8d COMMON NAILS Interior Zone 0 0 @ 6"O.C.ON EDGES lb 6 12 6 12 6 6 12 b 12 o 00 ONLY 24 6 12 6 12 b 6 6 6 12' " () 1/2'MIN.STRUCTURAL WOOD PANEL =. 8d COMMON NAILS V Z N �- @ 12"O.C.ON 12 6 12 6 12 6 12 6 12 6 12 U) -! m .__1 00 CO FIELD ONLY 4" EDGE ZONE I6 6 12 6 12 6 12 6 12 6 12 Il • :D N 3-16d@16'bc 5 24 6 12 6 12 6 12 6 12' 6 12' , • I l• a° a O W O along braced wall SIMPSON HOLDDOWN W/ % "DIAM. q• 0 W n n• J z � ATR(ALL THREADED ROD) ANCHOR,EMBEDMENT LENGTH OF • • •BOARD SHEATHING or LAP SIDING 0_ Z W ANCHOR IN CONCRETE IS 10"MIN.. FLOOR JOIST RaftedTruss Spacing USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d Q W �) • g (inches,o.c.) Box Nails per Support W STRENGTH EPDXY ADHESIVE TO NOTE: W u• , 1x6 or 1x8 Sheathing12-24 2 2 2 2 2 7/8" OHREADED ROD EMBEDDED 121/2" U) SILL PLATE SECURE ANCHOR,DRILL 3/4"DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH O W 0 N ANCHOR BOLTS r HOLE FOR EPDXY.FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS v 0- W Z7r MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH o O w z _r W N POURED CONCRETE! F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURERS SPECIFICATIONS ACRYLIC ADHESIVE) 0 W _, 0 W Q) MASONRY 1. For wall sheathing within 4 ft.of the comers,the 4 ft.penneter edge zone attachment o_ U Y Q1 f" n requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL SHEARWALL 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 9 10 BLOGKINS 0 MP ALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE-FLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING (177.1 km1h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHEIp FASTENER 4 FEET t b FEET 4. 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC 14 FEET 16 FEET _t 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No.&WOOD SCREW BASED CONTINUOUS RIM — ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-MCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C. Sd @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J AN H WOOD SCREW BASE BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2-MCH 16 12 21 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Z SECOND FLOOR Y -INCH LAG SLEW BASED W ANCHOR WITH 2-INCH 16 16 16 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH SAB, BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. ®INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE ®PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL @ 16"O.C.ALONG pp BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonrylstucco,they shall be 1.FOR GABLE ROOFS 10°TO 45"PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @42V-0- a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 — L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS �_ Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF L13- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I I Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL I t Kitchen sink(one or two EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR j—NONOTCHES traps, with or without WALL LINE. D16 MAX. I PERMITTED dishwasher and food waste 1 1/2 I I disposer) i i D/6 MAX. SHEATHING Laundry tub one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower(based on the total D/4 MAX. z flow rate through O showerheads and bodysprays) Flow rate: T 5.7gpm and less 1 1/2 T p more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 AIR SHIELD more than 25.8gpm up to 55.6gpm 4 D13MAX. SEAL D ARCy NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1 BAND NOTE: MAX. s , OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS ,. SHEATHING JOINT TREATMENT I � � a OF UL 127 AND SHALL BE INSTALLED AND `\ TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 p 9� �: o :� ' y0 F OF D/3 MAX. co RAFTER CEILING JOISTS co co REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTIONco PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D13 MAX. THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST F- 1 , II , III , IV OR V PIPE OR CONDUIT W TO INDICATE THE CONSTRUCTION D(ACTUALDEPTH) O Y O CLASSIFICATION OF THE STRUCTURE U 0� UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL o W SECTION 1265.4 SIGN OR SYMBOL W (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS Z w _j W 6' DIAME ERW z -j W STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST _j Q O CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Q W o = Willi (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED wOf EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. Q N Q t (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, co m OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER REFLECTIVE RED I IOR DECAL. TOP PLATES SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF PANTONE#187 REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGNOR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED HOLE MAX. DIA.40 PERCENT EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH Q EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION ASA DESIGNATION SHALL , I","III', IV,OR' / TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE Z LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. Q EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) pp (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 518"MIN.TO EDGE Q OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: U I "F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; U z0 N OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL () ° 518"MIN.TO EDGE HAVE BEEN AFFIXED. (ii) IT SHALL MEAN ROOF FRAMING;AND W --I m r- (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT W J N I I AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER TIE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH SIGN OR SYMBOL. O W O - SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, U BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% J z � O 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD(MUST BE O (� OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Ll1 STROKE ROOF FLOOR STUD SECCESSIVE STUDS ARE DOUIBLED O Z w OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND E BOREDW ` MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS U) O_ a '� DESIGNATION FOR STRUCTURALTO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W (n U)COMPONENTS THAT ARE 0 r 1= � W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O J 0 M FLOOR FRAMING , INCLUDING DRILLING AND NOTCHING DETAIL O F- W W942z wI N w 2 F GIRDERS AND BEAMS W J W W a V OF STUDS a_ 11 v Y Q F-- nJ R ROOF FRAMING DWG NO F R FLOOR AND ROOF FRAMING ROOF AND FLOOR 10 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION. Ilu 10