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HomeMy WebLinkAbout50112-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1 UTHOLD NY 1�0SO , 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 #: 50112 Date: 12/11/2023 Permission is hereby granted to: Lewis, Grace .. .... .. PO BOX 877 . _..........m_. w. . vv_-. ...................._ ... Southold, NY 11971 „ ..... To: Construct a new single-family dwelling with an HVAC system as applied for per SCHD approval. At premises located at: 500 Arshamomague Ave, SoutholdITmmmmm SCTM # 473889 Sec/Block/Lot# 66.-2-61 Pursuant to application dated -11/13/2023 and approved by the Building Inspector. To expire on 6/11/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,021.00 CO-NEW DWELLING $100.00 Total: $2,121.00 �� ......... Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ,, + Telephone 631 765-1802 Fax 631 765-9502 littt)s://www.soutlioldtowrn,i .Vy e, Date Received APPLICATION FOR BUILDING PERMIT For office Use Only 7 � ' .0 PERMIT N0. Building Inspector: � ."- Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: ` OWNER(S) OF PROPERTY: Name: SCTM# .00�0- Project Address: G % Q S c SCIS%� J( 6� Phone#: 3 Email: C r r C r Mailing Address: 1Z3n � ` CONTACT PERSON: Name: Mailing Address. I Of Phone#: !" "" - Email: Jo -7 , O DESIGN PROF SSIO1 AL INFORMATION: Name: ":S11 Mailing Address: d Phone#: �� 3 L Email: o CONTRACTOR INFORMATION: Name: ' w Mailing Address: 3!o k-0-6-�6 O A4 I taa. Phone M Email: �� � � "� � �. »� .�°�, DESCRIPTION OF PROPOSED CONSTRUCTION ❑Repair ❑Demol' ion Estim=r- Will ol�o ec ❑OtherSt a ❑Mdti ❑AI �ation —_the lotbe re-graded? ❑Yes�J V Will excess fill be removed from premises? ❑Yes ----------- i PROPERTY INFORMATION Existing use of property: VfL ud Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Ye IF YES, PROVIDE A COPY. CheckBox After Reading: The owner/amtractorldesign prrb(essianal Is responsible for all drainage and storm water issues as provided by Cha ter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Departmentfor the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(FIIme): C v' j f ' ' "e I�'"� ` ❑Authorized Agent Owner Signature of Applicant: Date: I STATE OF NEW YORK CAROLINE At+itfl�ILI State of Hev+"YorkSS: 1MA+638.463a COUNTY OF �U L IL n Suffolk County Expires Dec t 7,2026 H a ) I " O''I Hr n4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the citz 61--21 (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 eJOVUWG- V. ,2C/- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ATE " = CERTIFICATE OF LIABILITY INSURANCE °10/23 20,23 1I]�"23d2Q123 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 NAME! Lisa Marie Aspen Agency Inc PHONE 631-471-7575� 63171-7575 FA �9 9 191 Ronkonkoma Ave EMA ADDBLS Ronkonkoma, NY 11779 — INSURER(S)AFFORDING COVERAGE NAIC M •_•m,,,,,_,...... .• . ..INSURER A: Southwest Marine 8:GCgeti a�,.�rlSLIEggCe Co INSURED INSURER B Sligo Construction Corp INSURER C: 1365 Watersedge Way INSURERD: —_ .. ... ......... ......... Southold, NY 11971 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: 00019981-1047792 REVISION NUMBER: 38 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. N!NSR.... OL SUR .....�._ POLICY EFF POLICY EXP �. 1111 TYPE OF INSURANCE SO WVn POLICY NUMBER Q= gymmoftmmLIMITS COMMERCIAL1GENE�OCCUR EACH OCCURRENCE $$ 1 000 000 DAMAGEO RENTED $ 1 QQ 000 A X •,•• GL2023RLH00420 10115/2023 10l15/2D24 �Ml���JLII �� MED EXP(An one person) $ 5 OQO PERSONAL&ADV INJURY $ 1000 00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE_ mm $ 2,000,000 ( POLICY D'JEC F�LOC _PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMB3%J-11 I% SINGLE L.IMII $...... Ee tr ,i ANY AUTO BODILY INJURY(Per person) $ .. ...... ......... OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTYDAMAGE $ -, AUTOS ONLY AUTOS ONLY Psv aCCldetai UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ OF RETENTION S $ WORKERS COMPENSATION Y/N _STATUT, EOTH- AND EMPLOYERS'LIABILITY . ANY PROPRIETOR/PARTNER/EXECUTNE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A ••••••— (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS belnw E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) 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 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED]REPRESENTATIVE Its) ©1988-2015 ACORD CORPORATION. All rights reset ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 10/23/2023 at 12:5( NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY .mok.* SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 205572 04/15/2023 TO 04/15/2024 11/9/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:INVWW.NYSIF.COM/CERT/CERTVALASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY.. NEW YORK STAT ' S71*1 NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:387350156 U-26.3 Suffolk County Dept.of Labor,Licensing&Consumer Affairs JLHOME IMPROVEMENT LICENSE Name PAUL J DAVEY Business Name SLIGO CONSTRUCTION CORP This certifies that the bearer is duly licensed License Number H-29373 by the County of suffolk Issued: 08/22/2001 RosoAi,e,Drago- Expires: 08/01/2025 Commissioner 1, Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 8/22/2001 No. 29373-H SUFFOLK COUNTY Home Improvement Contractor License se This is to certify that PAUL J DAVEY doing business as SLIGO CONSTRUCTIION CORP halving furnished the requiremehts set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARtMENTAL• SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Director i C.T.M.# DISTRICT 1000 SECTION 66 BLOCK 2 LOT 61 - Z-23-1234 - 7 A HALF BATH/GARAGE WELLING EFFLUENT FILTER TW4 R-23-1234 =FL 24.0 4°SDR 35 DXFE11/9/23 ,� °F / ITCH 1/8"/FT , GRADE 22.4 . ,,, 4t GRADE 22.5 GRADE 5%MAX GRADE 22.3 Cd0 T�GRACE �;INV20. i ITI... THUD [ ��9,: w 4 DIST INV20.2 INV20.8 INV20.5 INV20.3, BOX fV20,1 EXPIRES IREE YE RS 4 FFROM �, R OVAL SDR 35 PITCH 1/4"/FT 4"SDR 35 8'0x16'DEEP LEACHING AN-400 PITCH 1/8/FT POOL o 00000EQ EL 15.2 EL 15.2EL4Design Professional's Certification Required. SANITARY INVERTS HIGHEST EXPECT.GROUND WAI hK EL 1.0 Submit P.E. or R.A. Certification For The Installation and Construction of the Sewage Disposal System Use Form WWII-( 73 Accessory building water line must be a minimum of 54 in.below grade SuffalkCoin _ . . . W 11 (651)85Z 5754, 48 hours iri ROAD v nr�� t schedule of � i ( . Alli PUBLo DWELLING W/ IC WATER � W 75' � Ln VACANT LOT 9UR 168 30 75' EL 22.3 0 vv LOT 21 10 0 w W I 8 2 Z E EN N 30 0,10 DRY" CELLAR T. (23.0) o p� ►� �o o' W i WELL/% (23.0) . EL 23.5 U! 8'DIAxS'DEEP LP Ac Z ' 12.0' °05"DEEP 0 Q OPOSED 3 o 27.8' 14 :2 sTY PI °. DS o p: LOT 1 DEL INO . , ESP cn PIROPOSED,% g 4 BEDROOMS ra o p ,POOL WOOD STP FFL{24 s AN400 �h' W D"O. ELEV. 22.3 )L DR BROWN X0.5 . O 2 LOAM )# 22.5) pp v (22.8) AL BROWN SI) LOT 20 PATIO H, r h140 C VENT PIPE 3' -OVERSIZED FOR POOL 0 ro ELECTRIC AND AIR SUPPLYHOSE TO OWTS VACANT WASTE WATER PALE 8'DIpx4'DEEP 24.E ,.. ..' PROPOSED DRIVEWAY BROWN 150' $.9' 116 FINE 2 COVERED GARAGE^ I 3P MEDIUM ' 08't V OUTDOO , 4 0' GEI23 0) EL 22.1 SAND WELL/ 42 (22.5) P / „ 144-00 112 - � GENERAL NOTES a m W 02= GENERAL: por-O m In E r ir A ir IN 0 e 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING r N UWELL DEPARTMENT. K 0 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 NONVIS113LE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH 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 TC FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY 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. ' 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: 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 500 A AVENUE 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 TEHN DESIGN GROUP LLC. SOUTHOLD , N .Y. 11971 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 TO BE 12.IT IS THE INOTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLE SHEET 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. 2 FOUNDATION 1 ST F PLAN 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 BE IN ACCCORDANCE WITH SECTION R316. NOTE: 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND3 2ND FLOOR PLAN SECTION R EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16,THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED RECEIVED IN THE FIELD THE CONTRACTOR, 4 ELEVATIONS MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANN CIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE c CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY ELEVATIONS FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 5 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. ///��� 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 v FRAMING DETAILS 2-2"x6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO 13E"TECO"OR EQUAL, FULL SIZE. 7 z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 1 ENERGY SEALING DETAILS 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8 NOTES & DETAILS 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ SEAL MODELS NUMBERS ON PLANS. �cD AR 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 9 NOTES & DETAILS �Te cESCAPE. IN CONFORMANCE WITH 2020 NEWYORK STATE BUILDING CODESEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)WI MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH r � • , o OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 10 NOTES DETAILS * r � Y 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. j ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 11 NOTES DETAILS TF�- y� pF 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 12 TJI DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: v 00 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I RM E N TSco NFPA 70 NATIONAL ELECTRICAL CODE c14 00 � 00 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE N co OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A � o 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'HALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN GROUND FLOOD FREEZING ANNUAL ui 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARD TEMP z PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING° DEPTH TERMITE TEMP REQUIRED INDEXui MPH EFFECTS k REGION Y FOUNDATIONS, CONCRETE AND MASONARY: Q 1 MILE B 3 FEET 15° YES INSERT FLOOD 599 51° �'' � p 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 20 PSF 130vult NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR N/A a - >_ D 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. } Q w O 3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE, U.O.N.STEP FOOTINGS @ 1:2 RATIO z c z (1'RISEMAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS _ Q uj 4, WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON U) O O PLANS. (U.O.N.) ALTITUDE INDOOR WINTER SUMMER HEATING TEMPERATURE o o } DESIGN 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE o O N Q FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE U-) U) m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS, 7. ALL OPENINGS FOR GS FLUES, UTILITIES,ETC.TC BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15° F 85° F 1.00 68°F 75°F 53° F ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY o rn 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING z 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. m0 O 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GFADE/POURED STEPS. 10° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH U N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH MINIMUM EMIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. J W z n 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS, 2E 0 � _ 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE O W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN ('� w _I I WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR -' 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FLOOD ANNUAL z �- Z DESIGN DESIGN UNDERLAYMENT FREEZING (n 0 co FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE FROST LINE HAZARD TEMP - CODE LIMITS. RAPHIC WIND DEBRIS CATEGORY °WEATHERING° DEPTH TERMITE TEMP REQUIRED INDEX 0 Z0 13,THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION w 1 MILE 3 FEET MODERATE SEE U W PLUMBING, MECHANICAL, FUEL GAS, AIC: B YES NO 599 51° 0 � d. w 20 PSF 130vult NO NO FROM THE COAST SEVERE Z N &FIRE ISLAND BOF TO HEAVY BELOW 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 w J J N 0 ~ AND 2020 LF.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. W ~ 2. SITE SANITARY SYSTEM:)ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: n d U~ 0 Q F_ 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 NEWYORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP157 , 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 BELL HUB AND SPIGOT BELOW THROUGH CONCRETE. sv CAST IRON (HUB) -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 J 1 2 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -I 35-0" A 21'-7" 13'-5" A 4 3'-6" 8'-0" 35'-0" —————————— 7'-6" 14'-1" 8'-8" 41.9 4"POST ANCHORED ON ————————— 14"0 x 36"FTG,BELOW GRADE ——— ————— AND 4"-6"ABOVE GRADE 2- 2"x 8" HDR i e 8-14" HOLD DN. m '" � N L HOLD DN. co --- _ 2" x 8" NAILER — m_-----------X813-V�4A1----------------- HOLD DN. HOLD DN. - - 3 O JW O OE JW J W W I r---------------- ---------------------------� I m 2 2"X12"HEADER. --J2-2"X10"HEAD [� 0 2-2"X10"HEAD R. oN o I I 14'-4" II f 0 i I V WI I I I ujICD co c° I w c i w �i w c i ( c w L _J I I ( co I v cn wo wo Wo i I olI L I LAV i I W w 01 FULL CELLAR ® i o I� KITCHEN N I Q s V- ° o UNHABITABLE SPACE o I = N �, * N N ® DINING ROOM I IL Ow 9'o"CLG.HT o 4 co 0 x 'n Y-0"CLG.HT I ® I o0 0 0 8'-0"TO UNDERSIDE OF JOISTS o N m o 13'.2" N in o o I ^ REF. xs Dry C m o o xs �_ 4t 0 J Lu 19'4" 3'O" 11'-4" I 10 w r � HALL Lu Q� w I I � w v 19'-4" 11'-8" c i Z 3'- ' I o f � I 3-1 314"x 117/8"w/2-1"STEEL P ES I -'I ( _ c = o I I - o Wa I I � w FLUSH INSTALLED GIRDS -I - - - - -I - - 3 1 3 "x 11718"wl 2 518"STEEL PLATES- - - I m o i - - - - - - - ___ —I L J I I o w m v ¢ I I FLUSH INSTALLED HEADER 'v co o I ELEC. o i I 4"STEEL COL UM WI T T I W I I S.D. 2668 T 6" J m o ELEC. I C. J S.D. Tno j l 0 24"X 24"X 12"C NC.FOOTING I I I q w o I I cn io co `' -I DET. I N o I x 4 U — 22'-4" 11'-4" I I �, "q OO 0 I s o C. 9-TCG.T _ o m e25 N r ( co FAV N DET w �� J w _ �' 19'-4" m o DET. M bo W _ i I � o wo I LIC 0 N O W CJ W (3 ( U) I O O to w cn w o ( I W _ I CFM GLASS ® ® °° w o �' N �' FULL CELLAR I o Q I I� = DORS C� m ® ED sod. o f 9 cz) N ING RO C.M.Tcn UNHABITABLE SPACE I I - w `° I m o o LIV 0M m CD ——— ———— O o J w o w rn ' n -' 9'-0"CLG.HT r -' w L— ,"�W m o m m o 8'-0"TO UNDERSIDE OF JOI TS i I I�,i I o ^ o Elf 3 0" �L� I I o wm ^ = r N ZZ_ U- Z I _ wJ d Q I O z p F J () Q O L_— �� I OO JwgJ Lu J �— I I Of LU Q � 1 - com O O N I oo U .� m � m Z— m0 O ,Q N I N 2'_0° g w w 11 7/8 TJI 110 SERIES o w N o w z w w — FLOOR JOISTS ® 16" O.C. I I cw„ z u' Q = X Z I BEDROOM #4 N -i w © co - `� I I I I o co N 1 o 0 o M 9'-0"CLG.HT Cl w a Q U 8'4" 11'4" ( I W �_ N Q r- = w I tY U Q z ¢ Z I 11'-4" I L------------------ r I _ mo ( -1 - - - 2-1 31 "x 911 "LVL 2-1 314'x 9112"LVL I - 13'_8" = N - - _L �--�-I- - - w 6-4" 2'0 SEAL ``' o I iv "' c" 2 2"X 12"HD TRIPLE FLOOR JTS UNDER WALL ABOVE OLD DN. —=--=2"z8"NAILER LAG ----- —� L J I I H D D q — ---_--_— --_--_--_— -�— ���EDKARC yi SCREWED TO DWELLING I c? 7 C L co �� M I I ® I I L---- — —J— HOLD � � I o o zo I I ON _ om I � � � o I I � co 0 Z e o F— w J � � 1. 1;2c � Ln I IJ � � � �.v � o `g x oc I - - O w 2-2"X 10"HDR i- © a = �"`O ® W4' x 4"POST ANCHORED ON e w IQ a I �`1' HOLD N. ----- 14"0x36"FTG.BELOW GRADE DN. o I I z c COV RED PORCH > o N m > ~ o cPAND 4"-6"ABOVE GRADE - I =� o7 o --- I ex W ex o x 6"DECKING a o e o N NI `r ¢ 9 0 p :o 22"x 8"ACQ HDR. r 22"x 8"ACQ HDR. r rM --- --- J I `� ` 0"CEILING HT oo�co� o M I IFpF NEW W 2 2"X 10" D e 2-2"X 10"HDR. 2 2"X 12"HDR. q W - - - - - - - - - 1 „HDR. _ v cn ---------------- HOLD DN. - - - - - - HOLD DN. �* A 157 A 4 v 00 OIL 6'-8" 4 6'-8" 4'_8" 4,_8„ o0 I? � T-2" 6'-10" 2'-0" 6-0" � 00 N o0 r c— c'') M 14'-0" 9'0" 12'.0" 14'-0" 9'-0" 12'-0" 35'-0" _ 35'-0" PROPOSED FIRST FLOOR PLAN w PROPOSED FOUNDATION PLAN CONSTRUCTION NOTES: BRACING METHOD : CS-WSP ( SEE SHEET#9 &#10 ) 1/4"=1' o" Q Y 1/4"=1' 0" FIRST FLOOR-1,163 SQ. FT. w OALL LUMBER THAT COMES IN CONTACT WITH GARAGE-521 SQ. FT. O CONCRETE SHALL BE A.C.Q.LUMBER. PORCH-130 SQ. FT. < } a0 w 3/4"OSB SUB FLOOR GLUED AND NAILED TOTAL=1,814 SQ. FT < o z AS PER MANUFACTURERS SPECFICIATIONS 0 0 WINDOW SCHEDULE DOOR SCHEDULE < _ D _ Q � 10" CONCRETE WALL oo o N Q NOTE! SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. NUMBER DOOR SIZE DOOR TYPE AMT. C m 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND Q* 6'-3 15/16"x 4'-8 7/8" *ANDERSEN 3046-2 T.W.D.H. 4 1 3068 W/14" S.LITES SWING (EXTERIOR) 1 POSTS ABOVE. B 3'-2 1/8"x 4'-8 7/8" *ANDERSEN 3046 5 T.W.D.H. 2 2868 3/4 HR. S.C.F.R. DR. 1 112"A.B.@ 48"O.C.WITH DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND C 2'-6 1/8"x 4'-8 7/8" ANDERSEN 2446 2 3"x 3"x 1/4"PLATE WASHER STAIR WELL OPENING. (PROVIDE METAL JTS. O T.W.D.H. 3 3068 SWING (EXTERIOR) 1 NOTES: HANGERS AS REQ'D) OD 3'-0 118"x 3'-0 7/8" ANDERSEN 210210 T.W.D.H. 1 4 2068 SWING(INTERIOR) 2 DOUBLE ROOF RAFTERS AND TRIMMERS AROUND O 07 2"x 6"SILL PLATE E 2'-6 1/8"x T-0 7/8" ANDERSEN 24210 TEMPERED 2 5 2468 SWING (INTERIOR) 1 Z 10 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) T.W.D.H. O OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON 0 DECO TEMPERED GLASS WINDOW AS SELECTED BY OWNER 6 2668 SWING (INTERIOR) 5 0 N CONCRETE WALL 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS U THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO 7 4068 SLIDER(INTERIOR) 2 0 SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. FOUNDATION, FTG'S,AND OTHER STRUCTURAL (*)WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) 8 6068 SLIDER(INTERIOR) 1 -U ' GIRDERS OR HEADERS AS NECESSARY. (�)PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. W Z N 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL g 6068 SLIDER(EXTERIOR) 1 n- AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY M SQUARE FOOT WITH A MINIMUM OF T-0"COVER. FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY ESCAPE. IN CONFORMANCE WITH N.Y.S.CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 10 5068 BIFOLD 1 0 �- 0 O 3. ALL CONCRETE SHALL BE 3,500 P.S.I. SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ 11 1668 BIFOLD 2 = 0 � ' PORCH'S. (ETC) MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED I I 112"A.B.@ 48"O.C.WITH FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 1 2034 SWING(ATTIC INTERIOR) 1 � - _ — 0 3"x 3"x 1/4"PLATE WASHER 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, W z Q THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. 2. ALL WINDOWS TO BE ANDERSEN-400 SERIES 13 8070 GARAGE 1 z (n 0 U o CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. 3.ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD Q z _ BACKFILL TO BE FREE OF WOOD,TRASH,ETC. AS PER MANUFACTURERS WINDOW AND DOOR SCHEDULE FROM ANDERSEN u J 0 W �, N 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 4. ALL WINDOWS MAST HAVE A U-VALUE OF.34 OR LESS. (� RIM JOIST wl3"SQUARE WASHERS AND END NUT SETUP c:, BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE � 0 v c'O 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF w o � 0 Z N OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMING BITUMINOUS PLASTIC CEMENT. LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR 0 0 z — _ = w c0 � � J J v W F-- N 1'0" 6'-0"MAX. 3.1 ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. D 0 (� Q )— o TO 12"MAX.FROM ENDS OR CORNERS ROOM NAME AREA LIGHT (8%) VENTILATION (4%) 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED DWG NO 4.CONC.BLOCK TO BE FILLED SOLID @ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. LIVING ROOM 313 S.F. 26 S.F. 34 S.F. 13 S.F. 17 S.F. ANCHOR BOLT SPECIFICATION KITCHEN/DINING AREA 390 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. R403.1.6 FOUNDATION ANCHORAGE LUMBER. BATH 37.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE A LINSTALLATION ! NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 5"THRU ROOF 4 35'-0" XTERIOR WALLS BEHIND TUBS POSTS ABOVE. 114"ABOVE ROOF WERS SHALL BE INSULATED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 10'.0" 10'-6" SHED WITH GYP BD. BEFORE STAIR WELL OPENING. PROVIDE METAL JTS. 4" 8'-6" 6'-0" OF FIXTURES. ( EXISTING HANGERS AS REQ-D) STACK «s r - - - --- - -- - - - -- -- ----- - ------ -- - - -- - - - - --- - - ---- DOUBLE ROOF RAFTERS AND TRIMMERS AROUND 1 1 F E B SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) 2" 00 I- - - -1 - - — � - - - � Q w �- -� '6 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 1 1/a" 3„ I x 2 2"x 8"HDR. 1 tie"1 1 1/2"I —————, L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO I o I I 6'-0" 5'0" 11'4" I I I w I I I FOUNDATION, FTG'S,AND OTHER STRUCTURAL Q Q o I I I U U I I I I o = SECOND FLOOR cn GIRDERS OR HEADERS AS NECESSARY. Ofw � I II I � L = N I a s I I I U) 0 m o S~2 coLJ w 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS C? w I I I o ® � I ATH U o I I I ¢ FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 2" 3„ z" z" `" I C, o � I Z 11'-0" EO _ U o m SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED C.O. 1 1 C.O. co � o ( = - z `D cn `� �`' I w o PORCH'S. (ETC) 3" 1 I.C. =xw x � " w BATH n > ^ � ® a U � 1 NUNS I O ® I _ 3„ _ N I 9'-0"CLG.HT V 0 =o� ZCD - I N I I � w J (D BEDROOM #3 5'10" Nlsn x x -- - — - - - - - - - - - I' w = CD N 2„ I 2„ LWJ `" " `" � 94"CLG.HT � I . �, I T 7 , , 3 1 1/4" i 1 1/4„ 3' 11 1/2" 3, ® 0 NOTE: 1 4 iv 5 Q CR 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 1 I °O WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK DISH (3 S.D C 6 I STATE. FIRST FLOOR WASHER 1 WASHER 1 �� (g}C.M.T A HALL ©I 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE C.O. 2" 2„ 1 2„ 3" 2" 2" I C.O. ELEC. 1 I C.M. r C M N I WITH CHAPTERS 33 42 OF THE RESIODENTIAL CODE OF NEW YORK � DET. I Z2"X 30" DET. Q N 1 STATE. 3„ 1 «s I © - ELEC. I ATTIC I °� 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN 3" I N / S.D. N ——————————————— LACCESS.J ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY i — —F.A.I. J w 1 r LINE OF TRAY CEILING _ I w Q WITH SECTION R308. 1 1 U) I I I I I I 1 m 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION BASEMENT I C.O. o J _ o I I— L 2"x 12"RIDGE 2"x 12"RIDGE I I o o � w R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. w - o a-- - - - -- - - - -- - - -- - � - - -- -- ---- - - ---- - -- — a I¢- 0 1 I I I ( — — �+� I I o w < 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE _ _— m o 1 I I I I _ _ ---UQ—— I I 0 m WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE w 1 L J ( I — _ 1 Lu 9 INSTALLED IN ACCORDANCE WITH SECTION R703.4 C.O. I a°C.I.HOUSE TRAP IN 0 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE ITw/STL COVER 1 I MASTER BEDROOM I — ELEC. A I WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK 4"C.I. 1 i 11'-0"HT TRAY CLDG — S.D. STATE. DET. 1 7.INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN o ( I 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN RISER DIAGRAM � I I =-—— 1 ACCORDANCE WITH SECTION R320 N.T.S ZkL8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE O' I o N o �, I ' '-—— ZhL I "'' WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEWYORK STATE. W I I ——— WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: W _ N � vo O I 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE < _ ~ ip Of V) WITH SECTION RM 1502 1.SERVICE FOR NEW BATHROOM WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL ® CD I `� BEDROOM #2 I FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& W _ r 1 ' z C, ——— o ,� 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS TABLE P3111.3 slzE of COMBINATION WASTE& U Q - J o ® Q N 1 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. P Q I I I I =x �, x o I ___ _ cD _ V-0"CLG.HT OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER cc) o N 1 19 4 x � 0 1 0o BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 w x w =x CD PIPE FITTINGS,FOR MATERIALS. C> ,,, 1 I I �„ v �, I WITH SECTION R318 N U) 1 0 ---- LINE OF TRAY CEILING -----� 1 w J Ico , I 11'-4" , I RISER DIAGRAM B x I I I � o / \� I I LO 52 ZD N I / 2-2"x 10"HDR. 2 2"x 8"HDR. 2-2"x 10"HDR. w I I ( _ U) v L--, - ---�- --- A ---- - ----- - --®* -- ------- -- 0* - - -- ---- z 0 w 2"x 12"RIDGE fr A 4 2"x 6"COLLAR TIES 32"oc SEAL �� D ARcy 2"x 10"RR 16"O.C. �5 �\_N.K. Te . iT 1/2"PLYWOOD SHEATHING#15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) 1, �I'' Xo ICE SHEALDINGIf HOT ROOEII cp „_4 _ 2"x 8"CEILING JOISTS 16 O.C. ,A R-30 CLOSED CELL SPRAY FOAM INSULATION OF N ESN 12"O.H. T-2" 11'-4" 10'-6" 6_0" NO VENTING 3"CONTINUOUS SOFFIT VENT Ir 112"GYPSUM BOARD. 2"x 4"STUDS 16110c It co PROPOSED SECOND FLOOR PLAN 1l2"GYPSUM BOARD. 112"PLYWOOD SHEATHING WIN HT R-30 INSULATION - � VAPOR BARRIER BRACING METHOD : CS-WSP ( SEE SHEET#9 & #10 ) 114"=1' o" J C- ____ R-3 INSULATION BOARD 00 —— R-15 INSULATION WIN o0 VINYL SIDING(AS SELECTED BY OWNER) SECOND FLOOR-1,171 SQ. FT. LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR 1/2"GYPSUM BOARD. q M �, BLOCKINGMASTER 3/4"SUB FLOOR GLUED AND NAILED m (.0 ROOM NAME AREA LIGHT (8%) VENTILATION 4%) BEDROOM HALL BEDROOM 2"x4"SILL S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED MASTER BEDROOM 398 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. ___11 718"TJI 110 SERIES OR EQUAL @ 16"O.C. BEDROOM#2 143 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. 2-2"x 4"TOP PLATE BEDROOM#3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. w 2"x 4"STUDS 161100 i) FIN FL BRIDGING FIRE STOPS BRIDGING1/2"PLYWOOD SHEATHING w MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE — —————— BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE ——— FIN CLG ——— VAPOR BARRIER Q R-3 INSULATION BOARD w i VINYL SIDING(AS SELECTED BY OWNER) O - �———- R-15 INSULATION W/ Q 1/2"GYPSUM BOARD. 0 z w z :�i cr� 3/4"SUB FLOOR GLUED AND NAILED = -i L SCRIBE @WALL(TYPICAL) o BLOCKING R-15 INSULATION W/ 117/8"TJI 110 SERIES OR EQUAL @ 16"O.C. � 1: O= FIXED WOOD SHELF WOOD BLOCKING 3 SIDES KITCHEN b' LIVING 1/2"GYPsuM BOARD. 2-2"x 4"TOP PLATE o D } cO 36"RAILING � O � m ROOM SILL SEALER SCRIBE @ WALL(TYPICAL) TERMITE SHIELD(COPPER) 11/2"DIA. POLE SECURED ANCHOR BOLTS(SEE DETAIL) W/FLANGES BOTH SIDES. BRIDGING BRIDGING 2-2"x 6"ACO SILL WOOD BLOCKING 3 SIDES _— ----- z 0 U• R-30 NSULATION :;y m 112" YPSUM BOARD ON R-30 INSULATION U N FIXED WOOD SHELVES GRADE _ UNDI RSIDE OF JOISTS 112"GYPSUM BOARD ON GRADE J UNDERSIDE OF JOISTS 4"x 4"POST ANCHORED ON J uu., 12"0 x 36"FTG.BELOW GRADE LLJ Z CL I I AND 4"-6"ABOVE GRADE 0 o >. FULL CELLAR �'' 0 — p o � > J PROVIDE DAMP PROOFING = () -' 4"x 4"POST ANCHORED ON ., uJ 10"0 x 36"FTG.BELOW GRADE Z 0 AND 4"-6"ABOVE GRADE 8"CONC FOUNDATION WALL. Z (n ;.-. ," W 0 LLJ L—.__I-" 16"x 8"CONCRETE FOOTING Wl4'"x 2"KEY � 0 � C) 4"CONCRETE SLAB ON UNDISTURBED BASE w n- LU Z co J J u Lu O DETAIL .;. � DETAIL SECTION VIEWQ ~ DWG NO COAT CLOSET DETAIL SCALE 112":V-0" LINEN CLOSET DETAIL SCALE 1/2":1'-0" W/SHELVES W/SHELVES All—d $ 3 12 NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 0 ASP!Aff ASPHALT 61 6LES ICE SHIELD —ICE SHIELD ICE SHIELD ICE SHIELD LE VINYL SIBING i o E; m I f;. M STEP FLASHING FIN FL 12 12 ------ 16 ----FIN FL - - FIN CLG ITTTT U)z O 1'0" ----MHT IFm 0FTTm o SEAL ED 1 36"RAILING HT 36"RAILINGNN ���E D A RCti VINYL blunu FIN_FL_ IL I FIN.FL. CEDAR IMPR_�4 --- LLL ESSI ———— ONS BOTT(T OF JTS BOTTOM OF:TS GRADE ::' GRADE ,•8�;;t. N i GRADE F N E _ GRADE I I i t I I I I I I III I ~ L==J I I I I I I I I I I I I I I I III I – ----- I -t-4"x4"POST ANCHORED ON C——— 10 0 x 36"FTG.BELOW GRADE AND 4"-6"ABOVE GRADE I IBJ LJ L.� LJ LJ LIJ ( I ---� LJ LJ I I - 00 � co N 'T000 0 —— CONC SLAB —— I I ( I I — I I CONC SLAB —— — O—G I ———————— C — xCCFOOTNG ————— � — 1 ————————————————— —— ——————— N —————----——-----16"x8"—OC —T —CF —I- -— ———— — ——---------- -- ------— ----- ------------------——-- —x—C —ONCMO MCO FRONT ELEVATION w 1/4"=11-oil REAR ELEVATION z w 114"=V-nilQ Y d a, O O z O z 2 0Y Q _j w 2J DY 00 0 O Q �- cn C) O N Q Un cn m O O z O m Co U O N J J w z O — - = O U w O W z z Q c/) (D C) Z W O w O U o � w a- 0LD Z N (0) Iz J J c) LJ F-- CN Q �- o DWG NO --- 12 NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UN'DERLAYMENT AND SHALL EXTEND A MINIMUM OF'24"INSIDE THE EXTERIOR WALL LINE. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 C? o M M ® 12 712 � 7 1� 7 12 ]7 ——— G-- 14" --------------WIN HI, 0 0 oo _E1 Zo io VINYL SIDING12 z ————FIN FL — 6 ————FIN FL — O VINYI SI ING S2 --- FIN -- --- FINCLG -- > w Will X-0" _W_IAL� OPEN SEAL E:1 PORCH N.K. TFczo co yi� 36"RAILING i ' 36"RAILING zo 36"RAILING `D G' o FIN—F�—— — ——_EIN—F4— q c O _ — F OFYNE�� BOTTOM OF JTS _ !, BOTTOM OF JTS GRADE GRADE " GRADE �':; �';; �' .:' •::' �':' ':: GRADE `- f L l I I . 0 u . I I I � _--� � ISI j l f J I I I I I I I i I Imo_ II I � M co rl- f I L J L J I I I I I °� c� C6 I I f I I I I I I � N co ISI �I r II II II II I I f ,,,r J I 4"x 4"POST ANCHORED ON I I I ( I m � I I I I J I 10"0 x 36"FTG.BELOW GRADE _T _ ___ I CONC SLAB AND 4"-6"ABOVE GRADE I I I ( I CONC SLAB _ ______ ___ _ _____ —r__________ _ I I I I I ---- 16"x8"CONCFOOTING —---------------------16"x8"CONCFOOTING------� -------- _ --------- ----- ---___ -------- -------- 16"x8"CONCFOOTING----------- ------�ffx8"CONCFOOTING --- LEFT SIDE ELEVATION w z RIGHT SIDE ELEVATION 114" oil w y 114"=1'-0" :D _rn O 0 O z O z Q 0J W _ Q O o0O ii CD CQQ Ln U) m O O') z p m (y) O N U J J w Z :�i O _ O U o U' w J Z z LLJ (!1 Ur � d 0 Z w O LJ U) U p O C) d wZ CV w 0 J (=) Lu � cI U) Q f— o DWG NO 5 d 12 ICE SHIELD: A 2 LAYERS OF UNDERLAYMENTS CEMENTED PER VENT.INSTALL ASS PPER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES 1"AIR SPACE ' I #15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. i STRAP(TYP.)WITH(6)8d 1/2"CDX PLYWOOD / % PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER I 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. 24"MIN. SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE WI MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 11/4"x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ALL FASTENERS SHALL BE INSTALLED WITH STRICT CATHEDRAL CEILINGS CONDITION (� COMMON NAILS IN EACH ACCORDANCE W/MANUFACTURER SPECIFICATIONS EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR DETAIL "A" 0 DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" z� DETAIL "D" ICE=SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1(9) L/4 MAX. L L 5/8"TYPE "X" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"X" GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITY cn p BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. - BETWEEN HEATED & NON-HEATED THOUGH BOLTS V-4" SPACES. HEADER 111/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY MANUFACTURER @ END OF JOISTS. -- 11/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. F GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 11/4"x 20 GAUGE GALV, STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. I OVER FL JOISTS&DOWN WALL STUD U) z!� DETAIL "E" 0 DETAIL "F " % " DETAIL "G" D DETAIL "H" CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALLN.T.S. 1/2" 1'-0"HEADER W/STEEL PLATE DETAIL W = SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED c� UL Design No.U333 SHEATHING NOTE SEAL -�ED ARS SIDING ALL STAIRS, HANDRAILS& FLASHING CONTINUOS VENT RAILINGS SHALL COMPLY w W/RCNYS SEC. R-311 &R-312 0 1/2" c 1 114"AIRSPACE _z w HARDWOOD OR STEEL HANDRAIL BACK FLASHING v W/1 1/2"MIN. FINGER CLR.AND NOT 9TH 112"MIN. BLANKET INSULATIONp TO PROJECT MORE THAN 4.5" 0 F N E 314"AIR SPACE 0FROM THE WALL. 0 ROOF RAFTER = -t4- w 314"0 LAG BOLTS TOP oO BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. v ao 9" WOOD STRINGER, � � M TREADS,&RISERS N 00 � 00 N 00 PRE-MOLDED co co EXPANSION JOINT. co CD 1 1/4"NOSING z %,-, DETAIL 11J II **MINIMUM WIDTH OF STAIRS TO BE 3'-0" _ ROOF VENTILATION N.T.S. O DETAIL "K" w z STAIR AND RAILING DETAIL N.T.S. w Q Y W I O 0 D Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER @ z ° z ROOF CONNECTION CONNECTION DETAIL _j Ljj a C) TECO'S 2"x 10"FLOOR JOISTS � J O 2"x6"R.R.@ 16"O.C. a 2"x6"R.R.@ 16"O.C. HEADER AS PER o O LO >- 3-10d COMMON PLAN pap 112°LAG.BOLT SI SON @ 24"O.C. Sl PPING @ 16" 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON 11DE 2T , 2-2"x10"HEADER 6"x 6"P.T.SOLID WOOD POST p 112°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY m O COV. @ 24"O.C. PORCH TECO'S SIMPSON STRONG TIE U O N J J ABU46 POST BASE 5/8" W Z ANCHOR BOLT :E O _ 2"x6"DECKING DECORATIVE MOLDING PSON O ~ O O 4"x 4' POSTANCHORED IN U SEE DECK LATERAL ATTACHMENT 2"x6"DECKING STRAPPING ® 16" 8"x 36"FTG.BELOW GRADE H DETAIL ON SHEET#12 SIMPSON 1 w 2"x 6"FLOOR JTS @ 16"O.C. AND 4%6"ABOVE GRADE Yz"O LAG 6-8d COMMION BOLTS @ 16" N a °° Z Ur u 6-8d COMM ION HGR. ® 16 Z 112°LAG.BOLT 3 10d COMMON QII AS POST BASE BY SIMPSON w 0 07 @ 24"O.C. FILLER STRIP d U) U W ' TECO'S a H 0 O r2 w Z CV GRADE 518"ANCHOR BOLT DETAIL "N" 0 D ETA I L 11011 _ @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. '�'�" ° W J U W � FLJ TO DWELLING PORCH DETAIL PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS a a' Q ~ 0 ~ CONNECTOR POST W/CONC. CONNECTION DWG NO 0 DETAIL "M" PORCH CONNECTION DETAILS N.T.S. 6 12 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 ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. / OF SEALANT MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE CONTINUOUS BEAD FOR LENGTH OF RIGID INSULATION CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. - = OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS / ATTIC INSULATION - o CONTINUOUS MINIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CEILING GYPSUM BOARD 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 INSULATION VERTICALLY TO - - -- CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING / OF SEALANT TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. / CONTINUOUS BEAD SEC. R403.1TO RIGID INSULATION BAFFLE: HVAC CONTROLS - COMPLIES I OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS / SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A / CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS 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 WINDOW PERIMETER AIR BARRIER 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 SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 11/2"RIGID INSULATION WINDOW PERIMETER 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 OF SEALANT WINDOW UNIT AS 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 OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL " Af1 OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. C ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT OF SETA OTS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. 70�///� -FULL WIDTH OF MUDSILL FOUNDATTABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION , ,, , AIRBARRIONWALLAS / �//�//� _ AIR BARRIER / CONTINUOUS BEAD \ \ a CONCRETE SLAB AS OF SEALANT j��%���° a AIR BARRIER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA / VENTED AIRSPACE �// ° ATTIC INSULATION �j� 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 cavities shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT r The exterior thermal envelope contains a that on installation readily conforms to the - - -- General requirements continuous air barrier. available cavity space. AROUND VENTILATION CHUTE / Breaks orjoints in the air barrier shall be -AIR SEAL PERIMETER WITH / sealed. EXPANDING FOAM SEALANT Air sealing shall be provided between the / Garage separation garage and conditioned spaces. / A I R SEALING DETAIL "B" The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit / shall be aigned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT Ceiling/attic N.T.S. 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 corners and headers of frame around wiring and plumbing in exterior walls, shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL conforms to available space shall extend The junction of the top plate and the top of the cavity with a material having a thermal behind piping and wiring. Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. 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 » 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. DETAIL C "R-VALUE(THICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) The space between window/doorjambs 1" RIGID INSULATION AS ATTIC EAVE N.T.S 1 The air barrier shall be installed behind W 9 skylights 9 Electrical/ BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER framing,and sk li hts and framing shall be p Windows.skylights and doors phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building w Rim joists HVAC register boots thermal envelope shall be sealed to the 2X LEDGER ON TOP OF subfloor or drywall. RIGID INSULATION 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 the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ARE ARC framing cavil insulation shall be permitted p y ATTIC INSULATION h' Floors(including above garage and 9 y p that is recommended by the manufacturer. ��' F,�N'K. cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler r�� the underside of floor framing and extends 1, r\. - , cover plates and walls or ceilings. WOOD TRUSS FRAMING r 'i` �, o from the bottom to the top of all perimeter * i� floor framing members. SHEATH INTERIOR OF 44 ATTIC ACCESS TO a - i +1"OF INSULATION LEVEL K� i Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue Crawls ace walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to p Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F �F N E�� i with overlapping joints taped. the crawlspace walls. space shall be sealed. ACCESS PANEL DRAW ACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT TRIM ASREQUIRDED 9 „4 "Wks , .r, FINISHED CEILING °o 00 b GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc �4 n � 4�'' '�~ I : .' M Cl) t :6. , , CLIMATE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL �w =:--"� �•. k 17 )1 11 11 0000 ZONE U FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE, Tx `-"t r " DETAIL D DETAIL E NC14 ao CY) CO h ; �r. ,� `: " ': AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S C° `° 4 0.32 O..iS 0.40 49 20 OR 13+5 8/13 19 10/13 10.2 FT 10/13 ++�..- py.. x - t, f r.y y't' ; ; "" , W RIGID INSULATION SHEATING 5 0.30 0.55 NR 49 20 OR 13+5 13117 30 15/19 10.2 FT 15119 j " t(' , ' }1 .' • I I I 20+5h 9 6 OPTION 1 0.30 0.`55 NR 49 OR h 15/20 30 15119 10.4 FT 15119 y x� 13+10 K "*a rp °# ° W 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15119 ; k ' LU Z Q Y NR=Not Required. f :' f j , r: W r y j it 4 � For SI:1 foot=304.8 mm. ' 1 } PREFAB -� ATTIC INSULATION O p y Q t_ FIREPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED } O z 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 t' _ t !j�:l�3 4 iI z Q' THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. ' 4,!^4 °� `.;.y,;� RIGID INSULATION"R-VALUEIDEPTH PER CLIMATE" Q 0 J W B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. ,° '' � 1 r g „ 2 Ji Q O C. "10/13"MEANS R-10 CONTINUOJS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT h j O 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 '4 INSULATED EXTERIOR0 Q j r, y STUD WALL BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 I '' j ". M' „H r i r } CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. ; ,�, a INSTALL INTERIOR rn (A 04 m 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. ;, ` �,.h 7-' j SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. ..;, s _..� „x INTALLATION OF PREFAB MECHANICAL LATCH TO i FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT E. RESERVED. �"` .,; ""*+ F. RESERVED. • , +r� � 1 r °�� ���,�• "a+.�s k �r r 'e '^' r G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. .g �_ �`w I WEATHERSTRIPPING H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL o O O) I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O Z CD O Cy) INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING 0 N MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE _U�_I TABLE R402,1.4 � o o- a ATTIC INSULATION o MANUFACTURED PULL DOWN STAIR EQUIVALENT U-FACTORS ATTIC TRUSS 0 O - CD WOOD FRAME FLOORASSEMBLY - BASEMENT CRAWLSPACE CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR (D w II WALL WALL ZONE U FACTOR U FACTOR U-FACTOR U FACTOR U-FACTOR U FACTOR L1J z Q b U-FACTOR U-FACTOR U � 4 0.32 0.55 0.026 0.060 0.096 0.047 0.059 0.065 _ - d 1) 11 z 0 _ _ DETAIL H 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 - - v LLJ 0 W 6 0.30 0.55 0.026 O.OdS 0.060 0.033 0050 0.055 - � J i � = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S p U EXPNADING SEALANT AT PEIMETER U D 0 w z N A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. a• w I-- (� t- i B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R4022.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING 0 w = = w CO INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED C.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE 1 J J U W F- N ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. a a_ U Q ~ I` 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 NOT EXCEED 0 360. DWG NO .Ins. DETAIL 11F11 DETAIL 11 11 11 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 12 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ITEM BRACING REQUIREMENTS BASED ON WIND SPEED OF FASTENER a,b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2112"x 0.113); or 2 BRACED WALL LINES 4-8d box(2112"x 0.113")or 3-8d common(2112"x 0.131") ;or 1 Blockingbetween ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate or girder Toe nail METHODS I 1 p 3-8d common(2112"x 0.131"):or 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS plate 3-10d box(3"x 0.128"):orWIND SPEED SPACING b DWB, WSP ,SFB, 3-3"x 0.131"nails 3 3"x 0.131"nails (MPH) STORY LOCATION (FEET) METHOD LIB METHOD GB PBS, PCP, HPSCS-WSP,CS-G, , 2 Ceiling joists to to late 4-8d box m n( x 2"x 0. or Per joist,Toe nail 8d box(2112"x 0.113") 4'o.c.toe nail BV-WSP, ABW, PFH, CS-PF 91 P p 3-8d common(2112"x 0.131"):or J PFG,CS-SFB c 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 10 4.0 4.0 2.5 2.0 3-3"x 0.131"nails lop plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 3"x 0.131"nails 3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 3-8tl box (2 112"x 0.113");or ` 30 10.5 10.5 6.0 5.0 over artitions see Secti)ns R802.3.1,R802.3.2 P [ 3-16tl common(3112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2112"x 0.131");or face nail ,; 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,13/4"long 60 19.5 19.5 11.5 9.5 4 Table 8802.5.1(9) Face nail (heel joint)[see Sections 8802.3.1 and 8802.3.2 10 7.5 7.5 4.5 3.5 and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(3112"x 0.135");or Blind and face nail <12020 14.0 14.0 8.0 7.0 2-16d common(3112"x 0.162") 5 Collar tie to rafter,face nail or 11/4"x 20 a. 4-10d box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 9 Face nail each rafter ride strap to rafter 3-10d common(3"x 0.148");or 40 25.5 25.5 15.0 112.5 g p 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box(3112"x 0.135");or At each bearing,face nail 4;. 2-16d common(3112"x 0.162") 50 31.5 31.5 18.0 115.5 60 37.5 37.5 21.5 18.5 3-16d box nails (3112"x 0.1135");or 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 3-16d common (3 112"x 0.162") on opposite side of each rafter or 26 Band or rim joist to joist 10 N P 11.0 6.5 5.5 4-10d box(3"x 0.128"); or j � j 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0 4-16d (31/2"x 0.135");or Toe nail 4-3"x 14 ga.staples,7/16"crown 30 NP 29.0 17.0 14.5 3-10d common(31/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,va ley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10tl box(3"x 0.128"); or 2-20d common4"x 0.192" or Face nail aends and aeach 3-3"x 0.131"nails x 0.128");or splice 30 12.0 12.0 7.0 6.0 ( ); t t �;; 20 8.5 8.5 5.0 4.0 WALL 3-10d box(3" 3-3"x 0.131"nails 40 15.5 15.5 9.0 7.5 4-16d box (3112"x 0.135");or � 8 Stud to stud(not at braced wall panels) 16d common (3 112"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL 10d box(3"x 0.128");or 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails 16d box(3 1/2"x 0.135");or 10 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting 12"o.c.face nail 29 Bridging to 2-10d 3"x 0.128" Each end,toe nail wall corners(at braced wall panels) 3"x 0.131"nails 9 9 J ( ) 16d common 3112"x 0.162" 16"o c.face nail .5130 20 16.0 16.0 9.5 8.0 ( ) 30 23.0 23.0 13.5 '11.5 16"o.c.each edge face nail NUMBER AND TYPE 16d common(3112"x 0.162") 9 ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 115.0 10 Built-up header(2"10 2"header with tl2"spacer) OF FASTENER a,b,c 50 37.0 37.0 21.5 18.0 1ST FL 16d box(3 112"x 0.135") 12"o.c.each edge face nail IntermediatePoq, Edges su ports 60 44.0 44.0 25.0 21.5 5-8d box(2112"x 0.113");or (inches) inches) 11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5 4-8d common(2112"x 0.131"); or 20 NP 24.0 13.5 11.5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(3112"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 10d box(3"x 0.128");or 12"o.c.face naili "; 50 NP 55.0 31.5 26.5 3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) Double top plate splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 30 8d common(21/2"X 0.131")nail(roof); 6 12 f 60 N P 65.0 37.5 31.5 seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint or RSRS 01;(2 8"x 0.113")nail(roof)i 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) Double top plate splice SDCs D0,D1,or D2; 8d common nail(21/2"X 0.113"); 20 10.0 10.0 5.5 5.0 ZO and braced wall lire spacing>25' 12-16d(3112 x 0135") 31 _r or RSRS-01;(2 8"x 0.113")nail(roof)I 6 12 f 30 14.0 14.0 8.0 7.0 0 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0 to top plate 60 26.5 26.5 15.0 13.0 16d box(3112"x 0.135");or 12"o.c.face nail 3"x 0.131"nails 32 1 g'-1 a' 10d common(3"X 0.148")nail 15 Bottom plate to joist,rim joist,band joist or 3-164 box(3112"x 0.135") ;or 3 each 16"o.c.face nail or 8d(2 'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL 20 18.5 18.5 11.0 9.0 ARE D ARC blocking(at brace wall panel) 2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail .5140 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 4-8d box(21/2"x 0.113");or Other wall sheathing 9 cr g In �� o , 40 35.0 35.0 20.0 17.0 `` 1 --A 3-16d box(31/2"x 0.135");or 2 50 43.0 43.0 24.5 21.0 4-8d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0 �✓' 'a ' ' � 4-10d box(3"x 0.128");or 33 g structural cellulosic 17galvanized roofing nail, 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 16"head diameter,or 11'long 16ga.staple 3-16d box(31/2"x 0.135");or r„ 20 NP 27.5 16.0 113.5 �1 End nail with 7 or 1"crown C F N E 2-16tl common(31/2"x 0.162");or 30 N P 39.5 23.0 119.5 3-10d box(3"x 0.128") or34 �"structural cellulosic 18"galvanized roofing nail, 40 NP 51.5 29.5 25.0 3-3"x 0.131"nails fiberboard sheathing 3 6 7„ 50 NP 63.5 36.5 31.0 3-10tl box(3"x 0.128");or ,� head diameter,or 1"'long 16ga.staple 17 Top plates,laps at corner s and 2-1164 common31/2"x 0.162" ;or Face nail 60 NP 75.5 43.0 36.5 intersections ( ) with s'or 1"crown 3-3"x 0.131"nails 35 'gypsum sheathing d 1 I'galvanized roofing nail;staple galvanized, 3-8d box(2112"x 0.113");or , TABLE R602.10.3 2 CO 18 1"brace to each stud and plate Face nail 1 "long,1 a'screws,Type W or S 7 7 ( ) M 2-8d common(2112"x 0.131'); or 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJ USTM ENT FACTOR = 1 .00 N 00 2 staples 13/4" 36 a"gypsum sheathing d 14"galvanized roofing nail;staple galvanized, ADJUSTMENT FACT C0`'� 3-8d box(21/2"x 0.113");or 1 Ion 1 screws,T 19 1"x 6"sheathing to each bearing �" �" ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2-8d common(2112"x 0.131"); or Face nail s g, s Type W or S 7 7 2-10d box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,13/4"long 3-8tl box(21/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 1.00 3-8d common(2 1/2"x 0.131"); or ONE-STORY C 1.20 3-10d box(3"x 0.128");or 6d deformed(2"X 0.120")nail; STRUCTURE D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 314"long Face nail 37 8"and less or 8d common(217"x 0.131")nail 6 12 W 1 Wider than 1"x 8" TWO-STORY B 1.00 z 4-8tl box (2112'x 0.113); or EXPOSURE CATEGORY C 1.30 w STRUCTURE D 1.60 Q Y 3-8d common(2 112"x 0,131") ;or 38 e..-1 8d common(2 'x 0.131")nail 3-10tl box(3"x 0.128");or or 8d common(2 17"x 0.120")nail 4 staples,1"crown,16 ga.,13/4"long 6 12 THREE-STORY B 1.00 p C 1.40 a 39 1'8 _1 a 10d common(2�'X 0.148")nail; STRUCTURE D 1.70 < } Q w or 8d defcromed(2 'x 0.120")nail 6 12 <_5 FEET p z Z 0.70 i ROOF ONLY 10 FEET 1.00 Q o J u 15 FEET 1.30 Q J 0' c!> p O 20 FEET 1.60Q D U) <_5 FEET ALL METHODS o :Dr 0.85 o O N Q 2 ROOF EAVE-TO-RIDGE ROOF+ 1 FLOOR 10 FEET 1.00 m HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90 TABLE 8602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 0 15 FEET 1.10 o O� BRACING METHODS 20 FEET NOT PERMITTED z o REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method o M 8 FEET 0.90 U cV MINIMUM NAIL MINIMUM WDOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 J NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 -1 STRUCTURAL NOMINAL WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE ADJUSTMENT PANEL (mph) PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 W Z D SIZE (INCHES) EDGES FIELD 12 FEET 1.10 RATING (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D O O 6d COMMONExterior sheathing per 6"edges 12"field 2 1.00 = U c 'r (2.0"x 0.113") 1.5 24/0 1/2" 16 6 12 140 115 110 CS-WSP Table R602.3(3) NUMBER OF BRACED 0 4" 4 WALL LINES(PER PLAN ANY STORY 3 1.30 Continuously sheathed 1/2 `` DIRECTION 4 1.45 W H- Z 16 6 12 170 140 135 >-5 1.60 Z �„ 8d COMMON 1.75 24/16 7/16" wood structural oriel Interior sheathing per Varies by fastener (n (� (2.5"x 0.131") p "' "` Table R602.3(1)or R602.3(2) FASTENED TO THE END 0 Z 24 6 12 140 115 110 -- - - - -+- STUDS OF EACH BRACED 0 80 DWB,WSP,SFB � O W 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE PBS,PCP, HPS, U HOLD-DOWN DEVICE � � � FOR SI:1 INCH=25.4 mm,1 mile per hour 0.447 m/s. FOUNDATION OR FRAMING BELOW1-- O J A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with iU � � Z CV panel strength axis perpendicular to supports. DWEI,WSP,SFB 0 � w J U W 6OMITTED FROM INSIDE FACE B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOAR ANY STORY 1.40 PBS, PCP, HPS,CS- � CL (n of I- o LLJ accordance with Section 8602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP, CS-G,CS-SFB � C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate!to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGESDWG NO , more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0 70 GB ( FASTENING PLATES,AND ALL HORIZONTAL ( �\ g JOINTS BLOCKED 12_ Bid @ 6"oc toed in L alongbracedwall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Three TOP PLATE 6 Seed Second Gust Wind 90 100 110 120 130 THREE SSSE OND ED GUST) WIND 90 100 110 130 90 100 110 130 STRUCTURAL SHEATHING 8d COMMON NAILSROOF PITCH RW SPAN Number of 8d Common Nails or 10d Box Nails @ 6"O.C.ON EDGES II II II E F E F E F E F E F (R) in each end of 1-Y• x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 ONLY - 1 Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 1 r6"' � Sheathing Location: e1/2" MIN. STRUCTURAL TOP PLATE (inches, o.c.) or 1od Box Nails (inches, o.c.) 16 2 2 2 4 126 178 235 298 WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 1212"O.C.ON � 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY o Interior Zone 16 6 12 6 12 6 12 6 12 6 12 32 3 3 4 7 252 356 471 597 19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 283 400 529 671 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLATE T6 PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 5 PLATES 8d COMMON @ 6"OC ALONG 24 6 t2 6 12 6 6 6 6 6 t2 16d COMMON NAILS @ 16°O.C. 20 2 2 2 4 132 184 242 305 W/ /8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP J 12 6 12 6 12 6 12 6 122 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 MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge is s 12 s 12 s 1z s s s s 36 2 3 4 6 238 332 435 549 ANCHOR BOLTS a HIGH STRENGTH EPDXY ADHESIVE Zon e 12 1 1 1 62 87 114 . TO SECURE ANCHOR, DRILL 3/4" 19.2 6 122 6 12' s s s s s' s' 20 1 2 2 103 144 190 192 3 16d@16" II DIAM. HOLE FOR EPDXY. FOLLOW 24 6 122 6 6 6 6' 6' s' 6' s' 512 24 2 2 2 3 124 173 228 287 alongbracedwall BRACED WALL PANEL CONNECTION 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6� 6' 6� 6' 4 4 4� 4� 32 2 2 3 4 165 231 303 383 36 1 2 3 3 5 186 260 341 1 431 TO PERPENDICULAR RAFTER. able Endwall Rake or Rake Truss w/o Rake overhang 6 6 6 6 6 6 6 6 6' 6' 12 1 1 1 2 57 79 103 130 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END S H EA RWA L L SLAB ON GRADE Rafter Spacing 6:12 24 1 2 2 3 115 158 207 260 /Truss S acro Minimum Number of 8d Common Nails Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L 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 3 132 175 227 284 32 2 2 3 4 151 200 259 324 F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 8d�6"oc toed 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 by 0.70 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 corners. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). TOP PLATE 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 6" along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C.FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge H3. 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 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Ridge Connection S acro In. 12 16 19.2 24 48 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL g p g( ) WOOD PANEL 8d COMMON NAILS TOP PLATE r PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C. ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. ONLY 6 SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d 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 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box 3-16d@16"oc @ 12"O.C. ON F,;�c COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY 7. 1k 20 gage ride strap shall be of ASTM A653 rade 33 steel or equivalent. 12"O.C.ON 4 g g g p g q AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTIONSIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BEt"OW- d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C. ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B OF ANCHOR IN CONCRETE IS 10" (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) Z FLOOR JOIST 3-16d@16"oc ONLY Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf CORNER HOLD - DOWN DETAILS 0 MIN.. USE SIMPSON SET EPDXY-TIE along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. > HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in w along braced wall ; (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND 100 110 120 130 SILL PLATE TO SECURE ANCHOR, DRILL 3/4„ SPEED (mph) ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST r FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. 1 L L FRAWNGSPACNG ROOF SPAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR 2-16d COMMON SEAL PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. 00 (ti) In each end of 1-A"x 20 gage strap 1,2,3,4 POURED CONCRETE/ NAILS @ 6"O.C. BRED ARO "SIMPSON"PH MASONRY TOP PLATE 16 2 2 3 FOR FULL LENGTH \5� K. TFy FOUNDATIOND o 6 8d COMMON NAILS 12 24 2 2 3 3 0 °° OF STUD @ 12"O.C.ON 28 2 2 3 4 E-ND SHEARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 = WOOD PANEL 12 2 2 2 8d COMMON NAILS @ 6"O.C. ON EDGES 16 2 2 3 NALL 20 2 2 3 4 I I F OF - ONLY 16 24 2 3 3 4 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 1 4 4 6 °° 12 2 2 3 3 ° ° L AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 j 20 2 3 4 4 BLOCKING @ °° � 00 FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5 ENDWALL M j ; •; i ; •1 'FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00 SILL PLATE 32 3 4 5 6 NT co PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR ANCHOR BOLTS 8d @ 6"oc toed in 16 2 3 4 5 "SIMPSON"PH Cl) M co C.0o along braced wall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 TOP PLATE 32 3 5 6 7 NOTE: 6„ FOUNDATION 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD oDOWNS,&ADHESIVES TO BE 2 STORY BRACED Prescriptive limits are based on assumptions of Table 3.4 WALL PANEL INSTALLED AS PER W 1. D 2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS w located in Exposure B. Q 3. Tabulated uplift connection requirements assume a roof and Y = LU ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL 0 ceiling assembly is not present or if the ceiling assembly is not a Wail Sheathingand Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR Q � q q X N.T.S. Q shall be increased by 1 nail at each end of the strap. 0 z O z AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"o.c. for Wind Loads - Exposure B 4. Minimum ASTM A653 Grade 33 steel strap. Q J LU i (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): Q = J Q � FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind g0 100 110 120 13 (n O O 8d(a�6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Speed (mph) X 7- a 2 ong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. Q DU7 FLOOR JOIST STRUCTURAL SHEATHING O O 0 LO m N Q 5/ E F E F E F E F E F SIMPSON HOLDDOWN W/ 8 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON Stud Spacing Maximum Nail Spacing for 8d Common Nails "SIMPSON"HDQ @ " 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c.) or 10d Box Nails (inches, o.c.)` NAILS 6 O.C. CD SEE THIS SHEET FOR DETAIL FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS °° OF STUD IO 0')nterior Zone ° Z O @ 6"O.C.ON EDGES 16 6 12 6 12 6 12 6 12 6 12 1/2"MIN STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 122 °° 0 N WOOD PANEL = Bid COMMON NAILS J 12 6 12 6 12 6 12 6 12 6 12 @ 12"O.C. ON -1 FIELD ONLY 4" EDGE ZONES6 12 6 12 6 12 6 12 6 12 l i 0 - 3-16d@16"oc 5 24 6 12 6 12 6 12 6 122 6 12' I 0 U 0 0 along braced wall SIMPSON HOLDDOWN W/ �8 "DIAM. e _ �- ATR(ALL THREADED ROD) • ANCHOR, EMBEDMENT LENGTH OF W _ 1 ANCHOR IN CONCRETE IS 10"MIN.. Z BOARD SHEATHING or LAP SIDING FLOOR JOIST- Spacing d CO Z U RafterlTruss S acro � � USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d � Z - STRENGTH EPDXY ADHESIVE TO Box Nails per Support NOTE: W W SILL PLATE. 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 718" OHREADED ROD EMBEDDED 121/2" (� SECURE ANCHOR, DRILL /4"DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 M HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12 24 3 3 3 3 3 0 ANCHOR BOLTS• r HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS � d � LU Z N MANUFACTURER'S INSTRUCTIONS. E Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH 1 0 Z 0 = = w Cfl F-Nails acro at intermediatesu supports panel in MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 2- d' J --t v ILLI N POURED CONCRETE/ spacing PP p ( •) � v (n Q MASONRY 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment 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. is 2 STORY END WALL S H EA RWA L L 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION �, 9 4. Tabulated nail spacing assumes a building located in Exposure B. N.T.S. 12 TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET I 6 8 10 12 14 16 18 2 -2X6 6- 11 5 - 11 5 -4 4 - 10 4 -6 4 -3 4 -0 4X6 8FEET 2 -2X8 8-9 7 -7 6 - 9 6-2 5 - 9 5 -4 5 -0 2 -2X10 10 -4 9-0 8 - 0 7-4 6 -9 6 -4 6 -0 6X6 14 FEET 2 -2X12 12 -2 10 -7 9 - 5 8- 7 8 - 0 7 -6 7 -0 3-2X6 8-2 7 - 5 6-8 6- 1 5 - 8 5-3 5 -0 SOUTHERN PINE 3-2X8 10- 10 9-6 8-6 7-9 7-2 6 -8 6 -4 TABLE R507.9.3 (2) 3 -2 X 10 13 -0 11 -3 10 -0 9 -2 8 -6 7 - 11 7 -6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3 -2X12 15 -3 13 -3 11 - 10 10 - 9 10-0 9 -4 8- 10 3X6 OR 2-2X6 5 -5 4 -8 4 -2 3- 10 3 -6 3 - 1 2 -9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8 OR 2-2X8 6 - 10 5 - 11 5 -4 4 - 10 4-6 4 - 1 3 -8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10 OR2-2X10 8 -4 7 -3 6 -6 5 - 11 5 -6 5 - 1 4 -8 3X12 OR 2-2X12 9 -8 8 -5 7 -6 6 - 10 6 -4 5 - 11 5 -7 LEDGER 2 INCHES 314 INCH 2 INCHES 15/8 INCHES DOUGLAS FIR-LARCH, 4 X 6 6 - 5 5 -6 4 - 11 4 -6 4 -2 3 - 11 3 - 8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 15/8 INCHES HEM-FIR, 4X8 8 - 5 7 - 3 6 -6 5 - 11 5 -6 5 -2 4 - 10 SPRUCE-PINE-FIR., REDWOOD, 4X10 9 - 11 8 - 7 7 - 8 7- 0 6 -6 6 - 1 5 -8 WESTERN CEDARS, 4X12 11 -5 9 - 11 8 - 10 8- 1 7 -6 7 - 0 6-7 PONDEROSA PINE, TABLE R301.2.1.2 RED PINE 3 -2 X 6 7 -4 6 - 8 6-0 5-6 5 _.1 4 - 9 4 -6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3 -2X8 9 -8 8 -6 7 -7 6- 11 6 - 5 6 -0 5 -8 FOR WOOD STRUCTURALPANELSa,b,,,d 3 -2X10 12 -0 10 -5 9 -4 8-6 7- 10 7 -4 6- 11 3 -2 X 12 13- 11 12 - 1 10 -9 9- 10 9 - 1 8-6 8 - 1 FASTENER SPACING (INCHES)°,b FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET <6 FEET < 8 FEET (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2-INCH 16 10 8 JOIST SPAN EMBEDMENT LENGTH No. 10 WOOD SCREW BASED CONNECTION DETAILS 6'AND LESS 6'-1"TO 8' 8'-1"TO 10' 10'-1" TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-1"TO 18, ANCHOR WITH 2-INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH z Y -INCH LAG SCEW BASED o ANCHOR WITH 2-INCH 16 16 16 > 1/2 INCH DIAMETER LAG SCREW W/112 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH MAXIMUM SHEATING SEAL a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. ��(�E �\ b.Fasteners shall be installed at opposite ends of the wood structural panel. G, N.K. 1/2 INCH DIAMETER BOLT Wl1/2 INCH 36 36 34 29 24 21 19 c.Nails shall be 10d common or 12d box nails, F� F.y MAXIMUM SHEATING d.Where screws are attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors having a minimum ultimate ';?� ,- w' o withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING 112 INCH DIAMETER BOLT W/ 1 INCH 36 36 29 24 21 18 16 SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING WOOD STRUCTURAL PANELS WITH AMINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF NES 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 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 WITH THE PROVISIONS OF THE 20151.R.C. 00 - TABLE R507.6 N co co DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION co M SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN 12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. 2 X 6 9- 11 9- 0 7 -7 6 -8 6 - 8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 D 2 X 8 13 - 1 11 - 10 9 -8 10 - 1 10 - 1 9 - 8 POUNDS (6672 N). WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH w SOUTHERN PINE FIGURE R507.9.2(2) THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN Q Y 2X10 16 -2 14 -0 11 - 5 14 -6 14 -0 11 -5 W FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN Z) 0) o 2 X 12 18 -0 16-6 13-6 18 -0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). < Q w 2 X 6 9-6 8- 8 7 -2 6 -3 6-3 6-3 � z ° z DOUGLAS FIR-LARCH, _ J � HEM-FIR 2 X 8 12 -6 11 - 1 9- 1 9-5 9 - 5 9- 1 o 0 0 SHEATING Q H u SPRUCE-PINE-FIR, 2X10 15-8 13- 7 11 - 1 13 -7 13 -7 11 - 1 SIDING o ZO N Q 2 X 12 18-0 15-9 12- 10 18 - 0 15-9 12 - 10 FLOOR SHEATING NAILING AT FLASING FOR WATERTIGHTNESS LO C m _ "MAXIMUM CENTER 2 X 6 8- 10 8-0 7 -0 5 -7 5 -7 5- 7 JO ST WITH HOILD OWN TO HOLD DOWN OR DECKING REDWOOD, OR SIMILAR DEVICE N ACCORDAN2X LEDGER ICE WITH TABTH LE R507.2 FLOOR JOIST APPROVED JOIST HANGERS STAGGER FASTENERS IN 2 ROWS � WESTERN CEDARS, 2X8 11 -8 10-7 8 -8 8 -6 8 -6 8 -6 o 0 PONDEROSA PINE Z LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB.CAPACITY m O 2X10 14 - 11 13-0 10- 7 12 -3 12 -3 10-7 RED PINE FLOOR JOIST DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED O N 2 X 12 17-5 15- 1 12 -4 16 -5 15- 1 12 -4 ALONG DECK AND ONE WITHIN 24"OF EACH U • END OF THE LEDGER.HOLD-DOWN DEVICES J Z SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. —_ L1.1 z a_LEDGER 5.5"MIN FOR 2X8 2i Q 6.5"MIN FOR 2X10 7.5"MIN FOR 2X12 A FULLY THREADED 318"DIAMETER LAG 0 F — TABLE R507.7 SCREW PREDRILLED WITH MIN.3"PENETRATION U TO CENTER OF TOP PLATE,STUDS,OR HEADER. (� w I I MAXIMUM JOIST SPACING FOR DECKING W � Z ��%.. DETAIL "A " " "C " o 0 MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING 0 DETAIL T 0 DETAIL z � NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURER507.2.3(1) NTS FIGURER507.2.3(1) NTS FIGURE R507.2.3(2) NTS U) LLJ DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS 0 U ~ *NOTE:THIIS DETAIL IS APPLICAPABLE U 0- 6 w Z N 11/4-INCH-THICK WOOD 16 INCHES 12 INCHES DISTANCE SHALL BE PERMITTED w z BE REDUCED TO 4.5"IF LAG SCREWS WHERE FLOOR JOISTS ARE —, Q w _ _ = w ARE USED OR BOLT SPACING IS � J —� U LLJ I— N PARALLEL TO DECK JOISTS. O REDUCED T 2-INCH-THINCK WOOD 24 INCHES 16 INCHES TOA TACH02X8 LEDGERS TO2X8THAT OF LAGWS Q ~ BAND JOISTS. � DWG NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ ,f SECTION R507.3 SECTION R507.3 < 1 O BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 0,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM 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 FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES) FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE IITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS BRACED WALL PANEL BRACED WALL PANELBACK@ 4'-0"O.C. EMBEDMENT LENGTH 8d @ 6"O.C.ALONGNo. 10 WOOD SCREW BASED BRACED WALL PANEL 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT -� ANCHOR WITH 2-INCH 16 12 9 BRACED WALL PANEL EACH BLOCKING MEMBER Q EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 0 SECOND FLOOR Z Y -INCH LAG SCEW BASED as w 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH ANCHOR WITH 2-INCH 16 16 16 BRACED WAIL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS -� 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. 1A ® INTERIOR ZONE OREND 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 JOICONTINUOUS ST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL BRACED WALL PANEL c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL FIRST FLOOR d.Where screws are attached to masonry or masonry/stucco,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 Sl:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @ 4'-0"O.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'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 2015IR.C. Sec. P3103.1 - Roof Extensions VENTED ATTICS WITH AIR PERMEABLE INSULATION Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE snow accumulation, whichever is creater. 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 L/3 L/3 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES traps, with or without WALL LINE. D/6 MAX. PERMITTED dishwasher and food waste 1 1/2 disposer) ( D/6 MAX. SHEATHING Laundry to one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING7hower (based on the totai DA MAX. z flow rate through 0 ower : > Fland bodysprays) Flow rate: � 5.7gpm and less 1 1/2 D w more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D/3 MAX. AIR SHIELD more than 25.8gpm up to 55. 6gpm 4 SEAL NOTE: ED ARy FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.DFROM NOTE' OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS ! o �✓ d SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 D F OF NES D/3 MAX. -4 RAFTER CEILING JOISTS � co CO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co IQ- co PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3 MAX. M M CO CO THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST I , 11 , III , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE Z UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL > SECTION 1265.4 SIGN OR SYMBOL Q .- 6" DIAMETER I (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 O 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 0< ; } 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 BACKGROUNDQ w (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 O z O Z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. o Lu ( I (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, = J Q REFLECTIVE RED I 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 Cl) O o O �" :! TOP PLATES IY _ _ SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. Q cn PANTONE#187 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o i >' REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND ( ) o O N Q (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: L0 CO m 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. { II IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE DIA.40 PERCENT EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE O of STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION ASA DESIGNATION SHALL BE"I","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) 0 0 (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 5/8"MIN.TO EDGE m0 (y). I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: U N t; I OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i) 'T"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND 5/8"MIN.TO EDGE J (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 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 SIGN2i 0 EXCEED 25%OF W Z �- STUD DEPTH CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX 0 CLOCK POSITION OF THE Q - p SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN OR SYMBOL. _ BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% U r- 14/2 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 w I I STROKE 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 SECCESSIVE STUDS ARE DOUBLED W Z Q OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR STUD AND E BORED Z (� Ur < DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGNOR SYMBOL OR OTHERWISE CAUSE SUCH SIGNOR SYMBOL TO BE LESS CONSPICUOUS \ , \ , 0 Z — COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W W TRUSS TYPE CONSTRUCTIONW U NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Q U 0 R F co oW FLOOR FRAMING , INCLUDING DRILLING AND NOTCHING DETAIL 0 ZT_ = W co GIRDERS AND BEAMS \ , w .J cW CN V OF STUDS o- 0 R ROOF FRAMING Q F- o W � ti F DWG NO FRI FLOOR,AND ROOF FRAMING ROOF AND FLOOR ( � BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. 12 1 JOIST DETAILS Plate nail-16d(0.135"x 3/z") Load bearing or braced/shear wall above must stack over wall below 1 at 12"on-center ( ) Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3Y2') Platen ail, ent16d(0.135 x 3/") 7 „ Blocking panel: 1%"TJ®Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJI® Joists at 16"on-center at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- t „ Blocking )ane(: trim sheathing tongue at rim board 1 1/4 or 1Y"TimberStrand®LSL or No load bearing 9 F 9 9 16"on 8d(0.131"x 2/2")at 6"on-center ®. 1y' hole may be cut 11/8'TJ®Rim Board, 1Y4"or Web stiffener 1 TJI Dist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B anywhere in web out- Plate nail-16d(0.135"x 3/z") y`^' 1%"TimberStrand®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Y8"TJ®Rim Board, DO NOT side of hatched zone at 16"on-center* both sides at A3.4W ONLY squash blocks required each side 1Ya'"or 1/z TimberStrand LSL 9 TJI" sides atA2WONLY Sheathing q q 1 " ® cut or notchf►an e. Floor panel nail- ®. . 1 boundary nails, at B3W ONLY or TJI joist • 8d(0.131' x 2/z")at 6"on-center" 1 1 „ 1 „ r-• ��,� 8d(0.131"x 2/2") 1/4 or 1/2 o(�, p Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® 16 11 Web stiffeners 6" t� Q"� 0 11 sT- 6.,nail each side at A3._W LSL rim board. B1 B1 W required on both Toe nail, I Toe nail, Toe nail-10d(0.131 I.I I ends a W ONLY cut L2 minimum 2 D2 sides of both joist 1 6" L, 2xD, D, Closely grouped round 21Y8'TJ®Rim Board, When sheathing x 3")at 6"on-center d t B4 Y No field c minimum holes are permitted if No field ct 10d (0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W onl thickness exceeds%8", 12" Web stiffeners re uired DO NOT holesin (applies to all holes the group perimeter holes inger at 6"on-center at 6"on-center (1 1 y) ® min. q End of joists at hatched meets requirements for hatched + 1/4 or 1/ TimberStrand LSL. trim sheathing tongue on both sides at B1 W centerline cut holes in cantilever zones except knockouts) q than 1/z"in TJI'rim Dist at rim board reinforcement. round or square holes. zones cantilever j and 62W ONLY of support Web stiffener pP°rt Toe nail-10d(0.131"x 3") Table A - End Support required on troth Musf have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required sides at Al W ONLY Dist bearin at ends,Attach * In ort all abet blocking es 62 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support se A2 A2W* g A3.3pp pgwalls above or below-see detail B1 below a see detail al JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O rim joist per A3 detail. O O O O DEPTH TJI *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 eA3.3 *For additional installation specifications see Rim Board A3.4 A3.4* 2 3 4" 5 6%" 7 8'/" 11• 13" 2•' 3" 4" s' s/^ T' a 1r^ 13" Nail through 2x_cantilever,wood backer and O W 110 1._0., 1'-0„ 2,_0., 3'-0.. 5'-0.. 1,_0.. 1'-0„ 2,-0,� 3'_6" 4'_6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ®Rim Board or lYa"or 1%"TimberStrand® TJI®joist web with 2 rows 10d 0.148"x 3" Blocking 1 ( ) 9,/„ 210 r-a' r-6" z-s" 3'-0" s-0" r-o" 2-0" 2'-0" 4'-0" 6-0" for Floor and Roof Framing,TJ-900 1. LSL. Nail with 10d (0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-s" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" Z-O" S-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3%")nails with 3Y2"TJI® iso r 6" 2'-0" T-0" 4'-0" 6'-0" r-s" 2-6" 3'-6" 5'-0" 6-6" connections equivalent to floor panel schedule. joist flange widths. sso r-6" 2'-0^ 3'-6" 5'-0" T-0" z'-o" 3'-0" a'-o" 6-6" 6-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/8'- 1 ® 1 „ ® 110 1'-0" 1'-0" 1'-0" r-0" 2'-6" 3'-0" 5'-0" r-o" r-s" 2'-0" 2'-6" 4'-6" 5'-0" 6-0" reinforcement and filler 16"deep blocking panels;6"diameter 1/e"TJ Rim Board 1Y4"or 1/ TimberStrand 210 1'-0" r-6" 2-0" z'-o" 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 6-0" 5'-6" 6'-6" 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9%" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/e" z3o 1'-0" 1'-6" 2'-a' 2'-0" 3'-0" 3'-6" 6'-6" 1'-0" 2'-0" 2-s" 3'-6" s'-6" 5'-6" T-e" 3/4'reinforcement 16"deep blocking panels;6"diameter with 9Y2"and 11%8"TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 r-s" 2'-0" 3'-0" 3-6" 4'-6" 6-0" T-o" r-6' 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 8"diameter maximum hole for 1 Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to sso 1'-6" 2'-6" 3'-0" 4'-0" 5'-s" T-0" 8'-0" 2'-6" 3'-6" 4'-6" 5'-0" T-6- 4-s" 8'-0" 7 on one side at E2, maximum for blocking panels 9/2' joists. g pp 110 r-o" r-o" r-o" r-o" r-s" 2'-0" 3'-0" s'-s" r-0" r-o" r-s" r-o° 3'-6" a'-o" 6'-0" 8'-Q" Web stiffeners 11%"-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. with one 8d (0.131"x 2Y2") Horizontal blocking uniformly 210 r-0" r-0" r-o" r-s^ 2'-0" 2'-6' 3'-6" 6-0" r-0" r-0" r-0" 2'-6" 4'-0" 4'-6" s'-6" 8'-6^ Load from above required on both 6"diameter maximum for nail at each corner loaded joists 14" 230 r-0" r-0" r-o" r-0" 2'-s" 2'-6" 4'-0" T-o" r-o" r-0" z-0" T-a' 4'-0" 5'-0" T-0" 9'-0" 1 Do not cut flanges. 1Ya"TJ®Rim Board 1Ya"or 1%" panels between each sides at E1 W ONLY blocking panels 9/2"deep or TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 r-0" r-0" r-6" 2'-6" 3'-6" 4'-0" s-6" 8'-0" r-a' r-6" 2'-6" 4'-0" 6-0" 6-6" 8'-0" 9'-6" shorter than 12"long. 10d 0.131"x 3" nails,one 3 A 560 r-0" r-0" 2'-0" 3'-0" 4'-1 6-0" 6-6' s'-0" 1'-s" 3'-0" 4'-0" 5'-0" T-o" T-6" 9'-0" 10'-0" Do not cut flanges. 1 ® 1 ( ) ren length of o connections equivalent to Wood � 110 r-0" r-0" 1'-0" r-o" 1'-0" r-0" 2'-0" 3'-0" s'-o" r-o" r-0" r-0" r-6" 3'-0" 3'-0" 5'-s" T-6" 10'-0" 9 1/a"TJ Rim Board or 1/a"or 1Yz each at top and bottom flange. reinforcement on floor panel schedule. backer �a�•\eye o��� TimberStrand LSL. Nail with 10d one side at E5, 12"length of 3/a" 1 ti�R`e e� c �oaas 1s^ 230 1'-0" r-0" 1=0^ 1'-0^ r-s" r-s° 3'-0" 4'-0° 6'-0" r-o^ r-o^ r-o" z'-o" 3'6" 4'-0" 6'o^ s'-o° 111-01, (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 ��2 �e� Ott` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side a�ti� �r ego iso r-o" r-o" r-o" r-0" r s" z'-s" a'-s" 6'6" s'-o" r-o" r-o" r-0" 3'-0" s'-0" 5'-6" 9'-0" 10'-0" 1r s" blocking between at E7, both sides at E8 F1 ° �en9 �� 560 r-0" 1, r-a' 1-0" z-6" 3'-0" s'-0" T-6" 10'-0" r-o" 2'-0° 3'-0" 4'-6" 6--11 T-0" 10'-0" 1 r-o" 1z-o" ' 10d(0.148' x 3")Halls at 6" 9 each joist 4 66" 7" 8" 10" 12" 14%" 16%'- 4" 6" r' 8" 10'• 12" 14%" 16/•, Attach reinforcement on-center,clinched. Use 2 1 2x4 minimum p" Less than 5" to joist flange with 2' R` rows with 91/2'and 117/8 Less than 5" E7 E8 18„ 360 r-0" r-0" 1'-0" 2'-0" 4'-0" 1-s" s'-6" r-o" 3'-o" a'-s" s'-o" 10'-0" 11'-0" 13'-6" squash blocks p' 8d(0.131"x 21/2')nails at 6" a+`� TJI®joists. sso r-o° r-o^ r-o^ 7-0" 4's" T-0" 10'-6" 2'-0" 5'-0" 6'6" 8'-0" 11'-0^ 12'-0^ 14'-0^ 11/8"TJ®Rim Board or 2 �� on-center.When reinforcingE5 E6 Gap*: WEB STIFFENER ATTACHMENT 20„ 2'-0" 4'-0" CS Use 2x4 minimum squash blocks to 1%a"or 1%z"TimberStrand®LSL. Face grain a�`� /Y8"minimum 560 1'-0" 1'-0" 1'-o" r-0" z'-o" a's° 8--6-111'-0" G" s'-o° R` both sides,stagger nails. 3 transfer load around T.JI®joist 0 Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 31/2" TJI© joist flange widths 1 2/4'maximum E1 E1 E2 E3 g Table B - Intermediate or Cantilever Support nails,one each at top and (1Y"for TJI) Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g Apply subfloor TJI®joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing pp y 1 Web stiffener both sides. DEPTH , , 9 blocks installed at joist-span 2" 3" 4" 5" 6/" 7" 8/' 11" 13" 2" 3" 4" 5" 6y" 7" 8%" 11" 13" Flush bearing late required. adhesive to all See table below. *With point load from above,and no support 9 P q Flashing locations using 110 2-0" r-6" 3'-6" 4'-0^ T-6" r-6" 2'-6" 3'-6" 6-s" 6-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install ti ht Maximum Y4"overhang Contact sulfates below,install web stiffener tight to top flange 9 9 two 8d(0.113"x 2Y2') Tight fit* (gap at bottom flange) 210 z-o" 2'-6" T-6" 6-0" 8'-0' 2'-0" 3'-0" 4'-0" 6-6" T-6-- be a minimum of 60% 9Y" of'oisr de opt Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2'-6" 3'-0" a'-o" sb° a'-s" r-o" 3'-6" 4'-6" 6'-s" T-s" ii F nails when possible. flange with face mount hangers). - a� Nailing Requirements 360 3'-0" 4'-0" 6-6" 6'-6" 9'-0" p Clinch nails when possible. See fastener typical ® ^ ,o\a�5�a�\ 21/2 screws,cal TJI®Joist Series (in)th Stiffener Size Type Number Nails o r-0" 1-0" 1-6" z-0" 1a'-o" a'-s" 8'-6" T-0" r s" 2-6' 6-0" g'-0" 7'-0" 9'-6" II table below.Maintain 1Y8"TJ Rim Board or 14" g`Q�o End Intermediate :' or 1Yz"TimberStrand® LSL. 110 All %"x 2%8'1,) 210 r-o" r-o" z'-o" 3'-0" a's" 5'-0" s'-o" r-o" 2'-0" 3'-0" 4'-6" 8'-0" 6-0" 10'_0" 2"distance(minimum)from 3 „ 5 gd 11%" 230 r-0" z'-0" 2'-6" 3'-6' 6-0" 6-6" 10'-0" r-o" 2'-s° 3'-6" 5'-0" s'-s" s'-o" 1o's" 210 All X 2�8'i') 360 2'-0" 3'-0" 4'-0" 5'-6' T-0" T-6" 11'_0" 2'-0" T-s" 6-0" T-0" 9'-6" 9'-6" 11,_0" Top mount / edge of ledger to fastener. 230&360 All %e'x 2s/e't+ (0.113"x 2y") 3 3 sso r-6" 3'-0" 4'-s" 5'-s" 8'-0" 8'-6° 12'-0" 3'-0" 4'-6" 6'-0" 8-0" 1o'-s" 1 r-0" 12'-0" hanger ;; I; Option#2: Fastener Allowable Loadjz (lbs/bolt) 2x Strapping installed at Y3 16d 110 1'-0" 1'-0" 1'-0" r-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 6-0" 6'-0" 9'-0" 12'-0" Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4(2' z10 r-o" r-0" 1-0" 1'-0" 7-6" 3'-0" 5-6" 9'-6" r-o" T-0" 2'-0" T-6" 6'-0" T-0" 10'-0" 13'-0" both sides of web Rim Board Material Y2"lag bolt Y2'Through bolt with Air Space 1 •, (0.135"x 3/") 14" 230 r-0" r-0" V-o" 2'-0" 3'-0" 4'-0" 6'-0" 10'-6" V-o" 1'-0" 2'-6" 4-0" 6'-6" T-6" 11'0" 13-6" hanger 2/ screws perjoist,typical with single TJI®joist 1%"TJ®Rim Board(3) 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6' 6'-0" 6-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 1 Y4'TimberStrand''LSL 610 725 615(4) Option#3: 560D 20 2x4(2) 16d 5 5 560 1'-0" 1'-0" 1'-s" T-6" 5'-6" 6'-6" 9'-6' 13'-6" 1'-0" 3'-0" 6-0" T-o" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required if sides of 22"3' (0.135"x 3 z") 6 11 110 r-a" r-0" r-0" r-0" 1'-0" r-o" 2-6" 6-0" F-6" r-0" r-0" r-o" r-o" 3'-6" 4-6" 8'-6" 11--6" 15'-0" H1 hanger do riot laterally support at HZ With top mount hangers,backer block required only H3 1 Y2 TimberStrand" LSL 675 725 Directly applied ceiling 3 „ ® for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 210 r-0" r-o" 1'-0" r-0" r-o" r-o^ 3'-0" s'-o" 10'-0" r-o° r-o" 1'-0" 1'-G" a'-s" s-6' 10'-0" 1z-s" 16-0" O least/8 of TJI joist top flange O O LA 2 Allowable load determined in accordance with ASTM D7672. PB1 When specified on the layout, one of W 1 PSI or PS2 sheathing,face rain vertical 16" 230 r'-o" r-0" r-0" v-o" r-6" r-o" 4'-a' 6'-6" 11'-0" r-0" r-0" r-0" 2'-6" s'-o" 6'-0" 10-6" 13'-6" 16'-6" conditions.For nailing requirements see page 5,TJ- O O the bracing options above is required O O g' g 360 r-o" r-o" r-o" r-o° 3'-0° 4'-0" 6'-6" 10'-0° 13'-s° r-o° 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 17'-0" 9001, Weyerhaeuser installation Guide for Floor and (3)%"TJ®Rim Board is allowed with joist depths- 16"only. g p q (2)Construction grade or better 560 r-0" r-0" 1'-0" r-0" r-6' 3'-6" 7'41 11-0" 1s'-o" r-0" r-o" T-6" 5'-6" 9'-0" 10'-0" Roof Framing, TJ-9001. (4)Maximum Y2"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6" 7" 8" 10" 12" 14%a" 16%" 4" 6" 7" 8" 10" 12" 14'/" 16a�'• BEAMDETAILS FASTENING of FLOOR PANELS 18„ iso 1'-0" 1'-0" 1'-s" 3'-0" s'-o" s'-o" ,a's" 1'-0" 4'-0" 6-6" s'-o" 14'-6" 16'-6" 19'-0" rn Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 r-o" r-o" r-0" 2'-0" s'-0" 10-0" 1s's" r-0" 6'-0" 8'-6" 11'-6" 1s'-0" 18'-o" 19'-6' Z TJI®(1)(2) Rim Board sa TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" s'-0" 11'-0" 16-0" v-0" T-6" 4'-0" T-o" 12'6" 16'-0" 19'-0" 20'b" O 1/" BEARING FOR DOOR Nail Size 110,210, 360 and TimberStrand®LSL TimberStrand®LSL Microllam® Parallarl sso 1'-0" 1'-0" 1'-0" r-o" r-6" 6-6" 11'-0" 15'6" 1'-0° BEAM TO BEAM BEARING AT 1/8 TJ or wider LVL PSL Depth 9Yz'•-11'/e•• 14•'-16•• 9%2•'-11'/8" 14"-16" 9'/z••-11'/8'• 14"All 18"-20" 7 BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1Y4" 1Yi 11/8" 14"-18" 18"-20" 22"-24" Rectangular holes based on measurementoflongestside. Liiii CONNECTION CONCRETE WALL • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2%"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+3/" 2x8+%" 2x6+y" 2x8+1/2' 2x12+Y2' Two Two Two Four%4'x 15" 1Y8'TJ®Rim Board or Strep per code if top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. 1 ® 10d(0.148"x 3"),12d(0.1411 3%") 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing . For simple 1/a"Or 1/2"TimberStrand IS not Continuous Over p span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral healer 16d(0.113Y2') 6" 6" 16"(41 6"(5) 6"(5) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+8" 2x10+3/" 2x6+Y2" 2x10+Y2' Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable SEAL support s „ (Detail E4) 4'-0"long 6'-0"long applicable pP (1)Stagger nails when using 4"on-center spacing and maintain/8 joist and panel edge distance.One row of fasteners is permitted(two at abutting 4-0 long 6'-0"long 4'-0"long 6'-0"long panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ 3 „ s „ 7 „ 7 „ 3 " y/ + (Detail F1 / or/ /a or/8 / or 1"Net 2x6 2x8 2x12 Two at x 15 �5 N.K. TF •..• plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/�'and staggered. or H2) sheathing over column (3)With 10d(0.148"x 1Yi")nails,spacing can be reduced to 3"on-center for light gauge steel straps. Top hanger (5)Can be reduced to 4"on center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting)(4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than (to minimize splitting). Nail Size Filler 10d(0.128"x 3") 11 O(0.135"x 3 Y") /fir 7�1-n: han er Backer 10d(0.128"x 3") � .1 ,��.-`�,+'' !, o Protect untreated 10(15 for mullt-family) Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Filler 15 one side 15 each side 25 each side a wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail each side hanger 9 9 P 9 9 q 9 9 P 2 10(15 for multi-family applications) contact with recommendations listed above. Quantity(1 10(15 for Backer 15 15 15 , L1 L2 L3 See current Weyerhaeuser L4 mulit-famil \9\ _ Concrete ■Maximum nail spacing for TJI joists is 18"on-center. v" C `c }r.` O ■14 ga.staples may be substituted for 8d(0.113"X 2%")nails if minimum penetration of 1"into the TJI®joist Or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain Y"gap at top of joist;see detail W Filler and backer block / O O O literature for framing connectors 1 3 „ dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks) T F ■To minimize splitting,maintain edge distance and row spacing of 2/x nail diameter or/a,whichever is greater. (z)Clinch nails when possible. F N E ■Nailing rows must be offset at least y"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. Joists must be laterally supported at Fastener Installation Requirements O cantilever and end bearings by blocking Piece #of Fastener TJI®joist floor framing does El panels, hangers,or direct attachment to Width Plies Type(l) Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. 00/ It 00 BEARING AT a) sides,stagger fasteners on the second mid-span blocking 10d nails 3" 3 p g 12" side so they fall halfway between M r COLUMN 2 12d-16d nails 3 Y4" 2(2) One side fasteners on the first side. v 00 Screws 33/8"or 3Y2" 2 24" H2 10d nails 3" T2) O Al 1 (�) 12" Both sides DO NOT bevel cut"Dist Rim board joint � to M M 3 12d-16d nails 3/4" 2 1 E2 between joists DO NOT overhang seat cuts 333/8" 1 Both sides beyond inside face of wall. on beams beyond the inside 1/4' or 3/2" y Screws2 24" Load must be applied evenly across 3. 5" One side entire beam width.Otherwise, use face of support member. Verify column capacity 10d nails('' 3" 3(2' One side connections for side-loaded beams. and beam bearing 12" L5 length.See current 4 12d 16d nails('' 3 Ya" 212' (per ply) Weyerhaeuser literature. 5"or 6" Both sides w y Screws 3 2 24" Multiple pieces can be nailed or bolted together to ® CS Z 6/4 One side L6 form a header or beam of the required size,up to a TJI rim joist W 5"or 6" Both sides maximum width of 7" 1Y8"TJ®Rim Board or > 1 Screws 3 2 24" AZ L3 1Ya"or 1 Y2"TimberStrand®LSL. Q Y 3/2' 2 6/4' One side Y2"bolts 8" 2 24" - W ~ � � 0 O (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK 61 L1 Q Q (2)An additional row of nails is required with depths of 14"or greater. Hl X 0 } O Z (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. O Z Of 62 = J � NAILING AT BEARING (FLOOR) L5 O O TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist O 63 Q 1Ye"TJ®Rim Board or (Load bearing wall above) CD O N Q 11/4"or 1 Y2"TimberStrand®LSL. Joist may be shifted up to 3"if USe B1 or B2 at One 10d(0.128"x 3") floor panel edge is supported P cD m One 8d 0.113"x 2%") nail into each flange p g pp O B4 intermediate bearings ( and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing or nails at an angle at braced/shear wall least 1%"from end. Plumbing Drop End ofjoists from above 3Y2"minimum I of supportat L2 -- m O0 3 " m n bearing intermediate bearing Also see detail B2 � 1/4 minimum end bea ` single-family applications 5%"may be required `t i! / N for maximum Shear transfer:Connections equivalent capacity to floor panel nailing schedule , i W CL Rim to TJI@ Joist C) _ 1Ya"TJ®Rim Board, ° ° l � / � 0 � 1 , 1 , ® TJI®560 rim joist:Toe Additional joist is re ° t � 0 ~ 0 Oi 1/4'or 1/'TimberStrand LSL. j required if U _ nail with 10d(0.128"x 3") O o ` or TJI®110 rim joist: floor panel edge is unsupported L4 � ' nails,one each side of D (� w II One 10d(0.131"x 3") nail into or if span rating is exceeded. °' ', Exterior Deck • TJ I' flange TJI®560 � ° LA DO NOT use Sawn each flange ° LU Q d TJI 210,230,and 360 rim joist: ,•� Structural Attachment CO ® floor joist lumber for rim Z U One 16d(0.135"x 3y2")nail into INSTALLATION TIPS ° sheathing board or blocking, Q Z _ r o as it may shrink WEYERHAEUSER TRUSS - JOISTS � each flange. W ® •subfloor adhesive will improve floor performance,but o after installation. 0 W 13/4"minimum bearing With depths> 16", use TJI 360 rim joist. To View may not be required. o Use only 0 Q Locate rim board joint between joists. p ° Safety bracing(1x4 engineered lumber, 0 U ('7 -Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(s' FLOOR FRAMING: TJI 560 SERIES JOISTS w � Z N BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 0 w 0 = = w CO of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts ° H3 HOLES extended to a braced end wall. FLOOR DESIGN LOAD: ( SLEEPING AREAS) � J U W �- N 1%"TJe Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with d W U Q I- o 1Y4"or 1 Y2"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum LIVE LOAD = 30 PSF -When joists are doubled at non-load bearing parallel (see WARNING). DWG NO partitions,space joists apart the width of the wall for Bearing plate to be DEAD LOAD - 10 PSF " plumbing or HVAC. ® flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam i One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). ' + _ side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimumZ140 AS PER TABLE R301.5 OF THE 11 "minimum from end Weyerhaeuwl/z end and intermediate bearing lengths. RESIDENTIAL CODE OF NEW YORK STATE ___ - 12