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HomeMy WebLinkAbout49870-Z .. tt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY � BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49870 Date: 10/11/2023 Permission is hereby granted to: Parkside Heights Co c/o Kontokosta PO BOX 67 Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2350 Ship and Ln, East Marion SCTM # 473889 Sec/Block/Lot# 38.-7-8 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 4/11/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,103.20 CO -NEW DWELLING $50.00 Total: $3,153.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 „ [RITelephone (631) 765-1802 Fax (631)765-9502 I� :�� u) 0E to��nn i Dov. ON Date Received APPLICA n0N FOR m' II1 ,�'�!� ' G 1' RMVT I EC For Office Use Only n, L SEP 20M PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety, Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed_ Date: OWNER(S)OF PROPERTY: /n� Name: ae r n tri r SCTM#1000- , Q Project Ad s° " Phone#: 63 t' - Email: k `3 � /- Mailing Address: U �. `,�,�-.� � iu �-t Cx �`" - � i-C� 3 CONTACT PERSON: qq Name: Te rlA i Mailing Address: o S' � k 0SiM,A Phone#. 3 1 - - �� �-y EmaiC, " DESIGN PROFESSIONAL INFORMATION: Name: C . Mailing Address: , f"Il2O. y"ii. L Phone#: &3/ -- Email: f�/Vla4-217 %Y7 /JeT CONTRACTOR INFORMATION: Name: -B wk � .ed S Y1C Mailing Address: ,� 1�/ a �9 I If�J l 1 k-1 1 Phone#: G 3 I -�LQ-10 1 Email: e. r MOc�P ` ai DESCRIPTION OF PROPOSED CONSTRUCTION � ro .- ew tru �Ad itio Iter tion 7Cepair e o I circ Estimated Cost of Project: ROther s ,u ��d Will the lot be re-graded? ❑Yes'%No Will excess fill be removed from premises? ❑Yes VNo �wl Y„l , Vit..V1, W. "„„ . i 'gym 1 PROPERTY INFORMATION Existing use of property: ac � Intended use of property: 5 o,,V Zone or use district in which premises is situated: Are there any coven nts and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. K I%eck Box,After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary 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 r'int name): J rl n 'XAuthorized Agent ❑Owner Signature of Applicant: . Date: STATE OF NEW YORK) C rrSSrr: COUNTY OF-dLl r � ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the cA�T\ (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 C day of 20 M, Notary Public 9j 101 p. �. PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Z/13 L I G I, W-0 A& 9' T i residing at G� �do hereby authorize e CS to apply on my behalf to the T n of Southold Building Department for approval as described herein. 3 Owner's Signature Date Print net's Name" D a +'-t 2 Town Hall Annex ?1°%% %f ' Telephone(631)765-1802 '�� Fax 631 765-9502 54375 Main Road ,�, , ��,,1,,,,,�� ( ) P.0.Box 1179 Southold,NY 11971-0959 ki BUILDING DET N' Nj T)Q 0 LLTILIZATION OFJRLISS 1YPE CONSTRUCTION I RE-ENGI IE RED WOOQ 9t4ATRUCTIOR AND/OfK TIMBERCONSTRUCTION Date: Owner: Fas . Location of Property _e..." . .. Pleasnotice that the (check applicable line): New commercial or residential structure ..___.........m.,_.m Addition to existing commercial or residential structure w.,.,... ._....._... Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize _. (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) „ Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) . ....... ......mw.....A.. . Roof framing (R) ,.. Floor and roof framing (FR) Signature: Name erso this form): im �, ... Capacity(check applicable line): Owner Owner representative TrussRegMdoox Effective 11112015 Scott A. Russell Su STORM\WATIE]k SUPERVISOR MANAG]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 l�f'oW n of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) � ICA' . (Pro- Owner, Design Professional, Age � � APPL _ (Property _ Agent, Contractor, Other) NAME: : Date: 9 . l - - Contact Info a do ion: �dS IE-Mad&Telephone Number) Property Address / Location of Construction Site: 3 S.C.T.M. #: 1000 i District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - — - - - - - - - - - — — - - - — - - - - - - - - - - - - - - .,.. _ _ .... _ — .-. .-. _ — .-, - - - _ — ,-. ._ _ — — .... .-. - Area of Disturbance is less than 1 Acre. No S.P.D.E S.Permit is Required Ca - Project does Not Discharge to Waters of the State. No.P.D.E S. Perinit is Re tum d p [3 - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York, THE APPLIC. N"'r MUST OBTAIN a S"P.D.E.S.Permit DIRECTLY From N.Y.S. D:E.C. Prior to Issuance of a Buildiol Permit ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S Permit through the Southold Town Enginvering Dgartment Prior to Issuance of a Btillding Permit.. Reviewed By: llpk Dater PORM A CMf P-T(1C ni-tnhr+r 9(11 Q r"o FI workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured BUKOWSKI HOMES INC 631-569-4513 PO BOX 291 HOLBROOK,NY 11741 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 205300333 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 53095 Route 25 DBL686987 PO Box 1179 3c.Policy effective period Southold NY 11971 03/14/2023 to 03/13/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. E] B.Disability benefits only. E] C.Paid family leave benefits only. 5. Policy covers: [R A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employer's employees: Under penalty of per)ury,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/6/2023 By wid (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4B,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature ofAuthorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issuethisthispfolrlm. qq' DB-120.1 (12-21) 11 Jill III I cEW Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured (use street address 1b. Business Telephone Number of Insured only) 631-569-4513 Work Location of insured (Only required if coverage is specifically limited to certain locations in New York State, 1c. NYS Unemployment Insurance Employer Registration i.e., a Wrap-Up Policy) Number of Insured Bukowski Homes Inc PO Box 291 1d. Federal Employer Identification Number of Insured or Holbrook NY 11741 Social Security Number: 20-5300333 2. Name and Address of Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage United Farm Family Casualty Insurance Co. (Entity Being Listed as the Certificate Holder) 3b. Policy Number of Entity Listed in Box"1a" Town of Southold 3104W7007 53095 Route 25 3c.Policy effective period PO Box 1179 031412023 to 03 14 2024 Southold NY 11971 3d. The Proprietor, Partners or Executive Officers are o included. (only check box if all partners/officers included) o all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? EYES []NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Matthew Dale (Print name of authorized representative or licensed agent of insurance carrier) Approved by: Se tember 6 2023 (Signature) (Date) Title: Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 631-744-3350 � .� DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09/06/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(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 Matthew 17air TACT NE NAME: Y .� � ...... �......_......_...._ Farm Family Insurance PAX *,E� 631-744-3350 tl�r 631-744-3383 y@ com 65 Echo Ave-Suite 2 Es3MAIL ;,.,matt.dale famll family RDING COVERAGE AIL# INSURERLS,�AFF„OM. ..............N......... 1164 INSm FamilyCasual Ins Co 13803 Miller Place7URERA Far _ _ ....� NY.. ... _._.._..�.� .._...._ ._._..� .. INSURED INSURERS; United Family�C.au.�alt Ins COmmm 29963 � �.. Bukowski Homes Inc INSURER C: PO Box 291 INSuRERD: w.�._..........._._.._.. ...www.....�...._._...... INSURER E: Holbrook NY 11741 INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WS—R— _._._....._....aw°t�D` 9 _.�.- -----_-----_ ............_.._.. __.. .'55t C EFE POLICY EXP _. �.._... ...., LTR TYPE OF INSURANCE POLICY NUMBER MMIOD MMJDD�rYY LIMITS COMMERCIAL 310319172 03/15/2029 03/15/2024 EACH OCCURRENCE J $._ 100 1,000,000 .... CLAIMS-MADE XOCCUR m)� Epp51;$( zxroacumxce, $ 000 MED EXP Any one person) $ 5,000 X Contractual LiabilityPERSONAL&ADV INJURY $ 1,000 000 GENERALL AG GEN'L AGGREGATE LIMIT APPLIES PER: ......... ......._.-. ..G .-..�...._ _ GREGATE $ 2,000,000 POLICY[:]j� ❑LOC PRODUCTS-COMP/OP AGGWW.$_m..w„mww ww2,000,000mmITm 0TI.1.E.R:; $ B AUTOMOBILE LIABILITY 3101CB463 01/20/2023 01/20/2024 f:COMBINEDSING ELIMIIT $ 500,000 (Ea accident ........... ANY AUTO BODILY INJURY(Per person) $ - OWNED XSCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED XNON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY 5LIAL LA OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ ON$ $ B WORKERS COMPENSATION 3104W7007 03/14/2023 03114/2024PEROTH- OFFCERIM MB RE CLUD D?ECUTIVE YI❑ N/A E.L.EACH ACCIDENT EH $ 1,000,000 1,000,000 (Mandatary In NH) E.L.DISEASE-w EA EMPLOYEE If yes,descrlbo under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Tile / Carpentry Town of Southold is listed as additionally insured on policy 310319172. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD _ m_ 'M Sw M I b N CLEAVES POINT CONDOMINIUM 1( • � . I , 5� IMPROVED r� PUSL'C WATER C 34QOO5578'OOW Z " ! .a 0 i �„�" � �„ v Cleaves Point M A9 ARA. a o szA ic- ,T+^^YJeTCA s ovrq o YA'-hL(TYP.) K- EY MAP ,r � ,.., UN L ax ! v NOTES: THREE R'9A tl0 R B ,.r......,....p. .._n... •,. I ZEEP I,Ed HMd Rte',„.w'°+.,. An.T _ PR ppy a,CO 2 Gf N' t LOT AREA fiB,361,53 SF(1,56°ACRES) ti., I AA S OR RESDEN.C'C y 4"0 SOq^7"A P B MIL1W B` Y-.... d(EOPi0 FpA 2.. SCT.M,=1000-038.00-O7,CD-008000 O 4n IAM CtlY^ -- Mf "1D \` 3 VERTICAL DATUM. NAV08B 7 9rcP 1 V F*S4rm` \ 4. DRAWINGS ARE BASED ON A SURVEY PREPARED BY AJC LAND SURVEYING PLLC,DATED APRIL -^ tlT CP:'I UL 4d dll 7� 1Ttl )Ty � JANUARY 2023APCHITECNRAL PLANS BY D'aIAARO ENGINEERING AND SURVEY'NC,P..C.DATED 1 jj 11,2023 AND FAA SCA f FUTURE F+"AP F�'XFA � :�+. LEACHING W'0W"A•. / ,I t DA Sj 1{h M" 5. CONTRACTOR SHALL LOCATE AND hIARK CUT ALL UTILITIES UN—SITE PRIOR TO COMMENCING PRI” %f0 ELECTRIC�,,, \� ✓'! p H A OW15 BLOWER ” ( T TM " B BACKFSYSTEGTOR SHALL GIVE THE NT.THE A MINIMINTER SI OF 48 HOURS NOTICE IN ADVANCE OF I FE P"I".,%F n ANY SYSTEM COMPONENT.THE ENGINEER SHALL ALSO BE PRESENT DURING „LW s�T....�..,.,,..,",. STARTUP A HIGH J'vf"LW U,W / ^ yy pPw 7, T ONSITE WASTEWATER TREATMENT SYSTEM(OWTS)INSTALLER SHALL HOLD AN 1. ERVICES AAUTHORIZED INSTALLER, ",A C so,, SSEO 111," S\T%GORING LOCATION J e "'" B.. TIE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL FREOUIHED HEALTH SNSP CTIONS FWSH SCDHS. +1 PV LIRE FROM -.---� G 9 THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY F y Py„Uryq,%a.-- .n DEPARTMENT OF HEALTH SERVICES. J / 10., THE CONTRACTOR SHALL PROVIDE TI1E ENGNEER IMTH MARKED UP AS-BUILT DRAWINGS.THE 11 SCR-J5 PVC 4 AS-BUILT OR AWINGS SHALL CONT FIELD MEASUREMENTS r0 ALL PROPOSED OWTS SYSTEM 0 2%MIN 4'IP,) r COMPONENTS AND STRUCTURES(MIN.2 NE DISTANCES r0 FIXED OBJECTS)AND RIM.BOTTOM. ✓A(”"v$ 3 AND INVERT ELEVATIONS OF ALL PIPES AND MARK STRUCTURES,ES,AS INSTALLED.THE ENGINEER SHALL a o INCORPORATE THE CONTRACTOR'S AS.BUILT MARKUPS INTO THEIR DRAWINGS AND WILL 50013 µ„^"'" 'P NS7'I6'00'E PROVIDE FINAL AS-BUILTS N MAWS A REQUIRED,. N SUMMA E5TABES HOMEOWNERS �✓ 11 AN EXECUTED O OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER N'/F BOOST CONSTRUCTION CORP., IF yw"'� AND THE PROPERTY DORMER SHALL BE STALLED TO SCDHS. 730 "0 VACANT ASSOCIATION INC, A�"+��� GUS C"'iltl; VACANT 12., A GARBAGE GRINDER SHALL NOT BE INSTALLED THE BREAM OF THE DWS. 13 THE 1/A AP S IS DESIGNED 10 D,I F THROUGH THE BUILDINGUST REMAIN, PIPE THE EXISTING . HOUSE TRAP SHALL BE REMOVED.RESIDENCE THE MENT. RAP MUST REMAIN, OSIOVE L VENT PIPE i FRCM THE OWTS 10 THE SOCONMAIN VENT.PIPE SHALL HAVE A FOS LIVE SLOPE FROM , gC6 THE OWNS 10 ACO HOUSE SO CEA SECOND WILL DRAM TOWARD EVICT FOR UNIT, 4v1I81y tA„ THE CON1RACi0R SHALL PROVIDE A SECONDARt"SAFETY UG OR DEVICE FOR ALL COVERS 4P Wi 18 SITE PLAN THAT WEIGHT LESS THAN 60 Les 15, CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEVER AT POINT OF CONNECTION PRIOR I w R 2 TO COMMENCEME14T OF CONSTRUCTION.CONTRAGIOR SHALL NOTIFY DESIGN ENGINEER OF ANY 1 SALE;1'-30'IT DISCREPANCIES IN THE INVERT ELEVATIONS. 4 n Y .SF 16. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED CONSTRUCTION OR DEWATERING A+ A« PERMITS PRIOR TO COMMENCING CONSTRUCTION. 17, CONTRACTO'n SHALL ADHERE TO ALL LOCAL REGULATIONS. +-.1 Z 18. THERE 4RE NO SURFACE WPTERS WITHIN J00'OF PROPERTY. a UP$'T7EAM LINE E n:`.%! ''" 19. THERE ARE NO VISIBLE HELLS WTHIN ISD'OF PROPEP iY. 4° (INLNE CL-ANOIJT ONLY) dGJ � r: SCOPE OF WORK; ._ •YN I CONTRACTOR 15 RESPONSIBLE FOR ALL WORK ASSOCIATED MI- THE INSTALLATION OF THE FUJI LEAN OWES AND LEACHING POOLS. THE WUP{INCLUDES ALL SANITARY PIPING.PTT.NGS, byHA�ti AND VALVES ON THE EXTERIOR AND INTERIOR OF THE BUILD 4G' SEVER CLEEANOU-S, C S9-, ELECTRCAL AND INSTRUMENTATION CONDUITS AND YARING SYSTEM VENTILA-10N PING TO THE ,g{, A4 x^^10"0 VALVE BOX 4YTH'SEVER" dK )' P"3 PVC Y A A'O BVILDINC ANT SYSTEM (IF NECESSARY), BLOWER AND AIR PIP NC. 1/A OWTS SYS:JA {' STAMPED IN COVER.PAR'\0. I COUPLING WN Pwl3i^k + 111SCS AS MANUFACTURED BY INSTALLATION,LEACHING POOL INSTALLATION, RESTORATION OF SURFACES,CONTROL PANELS, G Td (. NDS INC,OR ECUAL .FOR PINCPLA ALVE BOX ON PROVIDE FOOTPRINT,NTE PERMITTING.TTING.OANO�ALL ELSEKASUS OW.'!ON TIIEACTION DRANINGSHN THE PROPOSE 0 OWS C N Hill 3 l Co' FCR 4c'VC EL 04 9ENo35),PROVIDE DESIGN CALCULATIONS.;.., o X' ... TERM TER45-MINAL x mm 45'PVC ELBOWS(SDR-35), 1 THE OWTS SHALL BE AA CEN7MODEL AS MANUFACTURED F X�" �" '"' jE '� '"` W LuJ qA m���� R... 'W�„TdIPNdR IIID A,,,,AY ".�N,,.,d U %1„x%iYN L..” LA'�F"ET.II...W,,,,U 1°.' .f'„” w. Fl� 'a GA' PER 70D(GALON PER DLEMkP T1.,,'w.'�l.ELLIG -"Jul CLEANOUT ONLY w.. DEL CTUfl EO BY FUJICLEAN.WTH A HYDRAULIC AGE DAILY Try u � DAf, THE DWELLING IS ANTICIPATED TO GENERATE 660 f !lCT10N 2 THE yI[ EN TCLEACMNGNSYSIEM 5 SIZED FTOWPPDVIEOr M 400CSF_STRENGTHSIOEWALL�LEACHRNG AREA. I 11; y SANITARY STS p II������µ,� 1G-„'L”,r4P.„rEf 6 atiY- � THE PRO OLED LEACHAC POOLSTREATEDSHALL BETHREEATER WILL FLOW I6' FTHETLEACHNDEPTH PPRECOOLSAST ���"�� �E� N �'"� ww W w.'"�d UST.19FIII C- r, q BY XmII�I, �1, jXXX IIm��'�,�I Ti,wK XX�I ;AXIm6 gglr mWy��'^ry^ CLEANOUT GRAVITY. THE POOLS SHALL BE LOCATED IN AND DISCHARGE TO CLEAN SAND..CONTRACTOR : C ry° A . IIII,M ILII IW III."��9-b l,,,. i W PFT M✓M,..F” III A ANEW Ytl II SCALE-�,JTS SH ILL EXCAVATE UNTIL THE CLEAN SAND STRATUM IS REACHED AND BACKFILL WITH SUITABLE �W UM1PId MATERIAL TO THE BOTTOM OF THE PROPOSED LEACHING POOLS, k1 SOIL BORING , 0 EL 15.00 SAND,LOAM ^ML. 30' EL 12,00 SANDY SILT "SW" W O EL 6OD 90 Olt QZ � .........--.........^..m...^^..... ,9i OY 0. CLAYEY.SSAND 20 —....,.,._.�.._.......,.�... A 4° SP1.1 r W Z j0 20 SD" P.P.i'. 16.13 ,�•R"FCiB77N4'..^..— _._ y k EL 1.20 r.M 19 � d o CLAYEY SAND 18 z S 18 AR hPY'""EAiEO.b'GR4'LwPH27 Aa sFAa.. H Z 750' EL 000 17 PPROPOSED RADE GRADE 17 w _ _ _. = e Z� 16 16 RIR%eLN m'�F1AUF BP A fiRullRfia.xiXlFAvw R Unra EN.X1 � W oZ FINE5AN0 15 - �.... .r.,.. ..�....,» 15 1°1,aT XruA'iRRMy,p„An�PugTT0PR8 RPE,IcIr R1, „C,�w¢dk agpIn For � �Q b�p RIA d "5S r.,......,.. r.,. , 13 14 '1 AINd IIuLPIMw;kin W flip sew�M ik IDi,sy ocA PAHIIAa ' W OY 23 0. _... EL-B.DD Z 12 10 say"CF4.0 SOR-35 12 fTl .............. Use R"�uprru YdN'1114"'`Y,� 8 Z <d 11 11 r __ .W 2 Q LL( 2LLLi HGtiES cXPECTEO GROUNDWATER ELEVATION: 3,24' ^^^ 0 : F d"OF 4"0 SOR-33 10 iy H ox HIGI-ESA RECORDED WATER LEVEL AT MONITORING YELL 5-23 ON 04/7/2010 LJJ 6 CAST IRON O M YN4 9 Sur p '^�X w W �� Q 9 O 3,01%MNN. O 1.016 MIN. IF OF 4"O SDR-35 R^'N �!""� CALCULA ONS BASED ON NEARBY USES GW MONITORING WELL S 157832 PIPE EXTENDING g r L K�"o��^�w R'y L.. IFAR 6`tl M_NT ` r��� r.R.G„P"N �I'C''I�'�,�MRR�pyl^.IroO g� w WATER LEVEL AT MONITORING WELL AROUND DATE OF TEST HOLE: 1,94 ON 4/12/2023 J 7 2"FMIMI FOUNDATION LINE 7 Q P'^3�^, fP�a F{T,)R T,�,!{^K���")'lµ�lAL �` �µ,,p4",�X"w0.S^ATd�A�'d,RM',";,°�(d;)RP,]p'(�p,M""y. RS HIGHEST E%PELTED WATER LEVEL RATIO:5,23/1,94:2,70 LLQ 6 RtlM,.EL AT Oa 13'04 6 Z WATER LEVEL ENCOUNTERED DURING TEST HOLE.' 1.20 ON 4/7/2023 65 11^RII U` FA�aPs1U@ y W UG"✓RM1''@C's O IC. RICHEST EXPECTED WATER LEVEL OF SUBJECT SITE:1,20•2.70-3.24 4 SOBORN-NOTES; 3 -. _.......... :............_ _ e.... "......-...-,.".._. ,...................� —. :,..-" -...,� ............-- ,....,....�......... ........,......�,......,,:..... ._... � 3 �. HIGHEST EVECTED I,,, 2 Sb-B03 NG TER WAS ENCOUNTERED AT 1".B'BELOW SURFACE. ' 1 1 ( .m. 8/31123' ^. r r o R-23-0802 AN"`X WA ONLY IT 5 NOT PARI OF THE CONTRACT DOCUMENTS.. SUBSURFACE WMp"'°"4 -^^L-.-._-^ „„. y'u � �K 1, SOI BOR NG PERFORMED 9V MCDONAID GEDSC ENCS GI4 APRIL 7,20_3 GROUNDWATER 2,. CRC NDWA _ > qµ pi^µ .,p^y ...mm. AVAILABLE A6LE NFORT IS TO HEOBFOR IODER5INFORMATION FORMATI RA ONLY 10 DISCLOSE E -2 ^. ...... ..,.....�.�.�.�...,,_,,,,,....,�.�. �......�.,.....,.,,,.�. _....._.�. .,..,,,..^.,^.. �^...... ........---,.. ..........,._,_....�..",..�^ ,^...."... ...... _2 ) X�^C�WWeN'p PkXXhVB(NP4 U,.P�,..,....,,.p�^.���� ..�N'FC'>Y Room ,.,..,.m,... � �wl Dw MAY YS..'�$AM SCUP MER SOL BORING DATA IS PROVIDED FOR SUBSURFACE NJ ,Y f AND TOR, 2023 INTERPRETED AS SEEN FIT NO REPRESENTATION IS MADE AS TO THE ACCURACY 04 COMPLETENESS OF SOILS, GROUNDWATER. OR OTHER PROFILE EXPIRES THREE YEARS FROM GATE OF APPR. VAIN_ 'p AS NOTED sussuRFncE EXPLORATION DATA. uuwttiR nR.. SANITARY PRO � =s• C1 3$� �"g WOOD LAP SIDING 1- TONN COMMENTS z 0 Hill Z � 0 Ix6 FRIEZE W LLO I La IaLJ lU SEGOND LEVEL HIGH 0 WALL PLATE LINE Z _ � m O — SHINGLES11 11 Hill 11 Hill 11 IM 11 Hill Q f 0 �-- � —�SEGOND LEVEL PLATE LINE — ll +T � 1 Q Ix4 TRIM - m +kv LINE POCKET W/GALV. METAL 1 12 O 6 - - _�"15EGOND LEVEL FLOOR LINE_ FRONT ELEVATION _ _ Z—_—MAIN LEVEL PLATE LINE - 50ALE: 1/4" = 1 ft 15X15 WOOD P05T(TYP) T 'S BOARD d BATTEN AVERAGE ELEVATION OF THE SIDING EXISTING NATURAL GRADE ADJACENT TO STRUCTURE = 14.5' AIN LEVEL FLOOR LINE 4- ----------------- --14, ------ ----------------- ------------------------------------------------- GONG. PORCH FINISHED GRADE z V I I GONG. PORCH (((— GONG. 5TEP5 PER GRADE Lu I I m V m POURED GONG. I — — -i u- -a FOUNDATION Z Z < ,t 0 Z w O W zy D < F0 tu - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR AREA TABLE � � V � } �<< FIRST FLOOR I,a51 sf O < SECOND FLOOR 1,0118 sf DETACHED GARAGE '750 sf Q BASEMENT 1,4151 sf COVERED PORCHES 52a sf TOWN CONDITIONED LIVING SPACE 5A(oci sf RE5NET CONDITIONED FLOOR AREA 5,820 sf (INCLUDES BASEMENT) RE5NET INFILTRATION VOLUME 65,622 cf1, '""°'"'""'t^ (INCLUDES ATTIC 4 BASEMENT) ' 00Q $;"`1, ' .......... rj It INDEX TO DRAN I NC 5 � ,, • � —✓ a,f. +=sex Qi �r�.!q DRAWING No. COVER 4 ELEVATIONS A-1 ELEVATIONS A-2 Q . �VRc� OCT - 3 L023 FOUNDATION PLAN A-3 FIRST FLOOR FRAMING 8 PYRAMID A-4 FIRST FLOOR PLAN A-5 2nd FLOOR $ ATTIC FRAMING A-6 I 2nd FLOOR PLAN A-1 WALL BRACING 4 ROOF PLAN A-8 d SECTIONS A-ci DETAILS A-10 0-1 5HIN&LE5 ELECTRIC, PLAN A-11 O 1 1111 dill III Hill NOTES A-12 ~ to m TJI-DETAILS A-13 z DETACHED GARAGE PLAN A-14 lu_ffm _ _ Ott _ COND LEVEL PLATE LINE O O Q m � rz z O z LLMID Ix4 TRIM = O O O Q � REAR ELEVATION SCALE: 1/4" = 1 ft ( ( —"" U ( � < O w � j O d u 1 u- Q z 1211711 1 RAILING 'f ' Q W LJ (vn —� _.,- —� EGOND LEVEL FLOOR LINE1_ - - Y NEN HOME MODEL BY' f � z MAIN LEVEL PLATE LINE_ allAL I Tp - - - - - - MODERN AGS HOMEBUILDERS L_LO �Q w � DECKING 1 ILL � ri 15X15 WOOD POST(TYP) m T BOARD d BATTEN 51DINO AVERAGE ELEVATION OF THE DATE: MAY 2023 EXISTING NATURAL GRADE ADJACENT TO 5TRUGTURE = 14.5' GONG. PORCHLllMAIN_LEVEL FLOOR LINE_ COVER $ - - - - - - - - - - - - - GONG. STEPS PER GRADE ELEVATIONS GONG. SERVICE WALK -------------------------- - - -` - - - -� — Ix85PLA5HBOARD - - - - - - - - - - - - - - - - - - - - - - - - FINISHED GRADE DRAWING NUMBER GONG. PATIO G. PATIO GRADE ER POURED GONG. GRADE PER A - 1 FOUNDATION z O z O O O OL V Q Qr w O � w 12 Q 1 10 p N z - O N La r } SHINGLES � - i SECOND LEVEL PLATE LINE O v, i Ix4 TRIM _ m i 12 6 (1) RAILING S I IRF- ELEVATION � ,,—SEGOND LEVEL FLOOR LINE SCALE: 1/4" = 1 ft - - MAIN LEVEL PLATE LINE DECKING i BOARD d BATTEN SIDING AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE STEPS PER ADJACENT TO STRUGTURE = 145 GRADE _ 14 _ _ ,,-_—MAIN LEVEL FLOOR LINE ------------------------------------------- -- ----------------- — V GONG. SERVICE WALK GONG. PORCH 15X15 WOOD POST(TYP) tu +�-� m �" 0 GONG. STEPS PER GRADE L V w m Ix8 SPLASH BOARD z W z GONG.SERVICE WALK Z — Z Qtr a — -a a- (3zw Z L 0z Q �w n>n// 4� ow Q j X> tO oQ ls) z d D z 12 10 t• A .r ILL- SHINGLES -- °' "�.r,, �_<...•* +,••., . DE IVERED OCT - 3 2023 fill L _ - SEGOND LEVEL PLATE LINE 4 m m Ix4 TRIM a Q � m RAILING v' 12 � 5� Q SECOND LEVEL FLOOR LSIDE ELEVATION INE 50ALE: I/4" = I ft - - - - - - - - - - - - - - - - _ _ _ f MAIN LEVEL PLATE LINE - _ (� F- O z O, Z IL p Q ul DEGKIN5 O QL Q � O ° 15x15 WOOD P05T (TYP) 0 p- ow O Q N -4- w OL JU z E30 NRD B BATTEN �- J- z n AVERAGE ELEVATION OF THE I- ry 1!- EXI5TINO NATURAL GRADE V A Z ADJACENT TO TO STRUCTURE = 14.5' v l 1 _ _ 141- _ _ _ _ _ ��MAIN LEVEL FLOOR LINE_ Q Q/ 14 - - - - - � O o ----------------- -- ------------------ ---- o -- ------- ---- -- ----------------------- ------- FINISHED GRADE m GONG. PATIO STEPS PER POURED GONG. IxSPLASH BOARD GONG. PORCH - - - - - GRADE GONG, STEPS PER GRADE FOUNDATION GONG. SERVICE WALK PROVIDE WINDOW PROVIDE WINDOW DATE: MAY 2023 WELL $ PROPER WELL $ PROPER DRAINAGE AS DRAINAGE AS NECE55ARY REAR $ SIDE ELEVATIONS DRAWING NUMBER A - 2 OPENING SCHEDULE U - 0.23 OPENING ID TYPE PRODUCT CODE SIZE COUNT A-q 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z 8 WINDOW 60X60 CASEMENT 2 5'-0" x 5'-0" 2 A STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE o [R905.2.6] O B GARAGE g6Xgb 4 PANEL 8'-O" x 8'-O" 2 — No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11 R DOOR 32X80 2'-8" x b'-8" I TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 SELF-ADHERING POLYMER-MODIFIED N f BITUMEN ICE SHIELD BARRIER [Rg05.1.2] ? v V DOOR 36X80 3'-O x b-8 2 21'-0" 12'-8" 14'-41' 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 4V1 1 I 1 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES J L J 1/2" STRUCTURAL PANEL SHEATHING [R803.2] IL - R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION (� - - - - - - _ - - - - - - - - W LU SOLID WOOD BLOCKING " - - - - - - - - - - - - - - - - - - - - - - -1 F - - - - -� - - L - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - -- - - - -i I I - - - - - - - - - - - - - - - -I I GEILIN5J015T Q i GONGRETE I I I I GONGRETE I ( DRIP EDGE [Rg05.2.85] o I' PATIO ABOVE I v I PATIO ABOVE I i Ix8 WOOD FASCIA 1/2" GYPSUM WALLBOARD O - - i O I { UNEXCAVATED OR COMPACTED BACKFILL I I I I I Q SOFFIT VENT UNEXCAVATED OR COMPACTED BACKFILL I I `� DOUBLE 2x TOP PLATE i I VINYL 5101116. ATTACH THROUGH RIGID �- STEP TOP OF WALL TO SUPPORT I I STEP TOP OF WALL TO SUPPORT I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] I INSULATION TO WOOD FRAMING PER I _ AT-GRADE CONCRETE PATIO ON LEDGE I I AT-GRADE CONCRETE PATIO ON LEDGE I MANUFAGTURER5 INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RESIST A MINIMUM 28 psf SUCTION LOAD (EXPOSURE B) OR 40 psf id- - - - - - - - - - - - - - - - - - - - -� (BEAM BEAM I I- - - - - - - - - - - - - - -I I i (EXPOSURE G). POCKET POCKET - `� 105: (2)-1.75 x 11.825 LVL HDR O Q -- -- - - - � _ - - -- - - - -- - - z w PROVIDE WINDOW I r - r-LANDING � I �Z�� WELL d PROPER -�w DRAINAGE AS I UP I I l�I u_.0)z I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM i NECESSARY 8" P.G. FOUNDATION STEMWALL UPON Ri5 R I I L}l p O INSULATION. INSTALL AND TAPE ALL SEAMS PER `z I { 10" DEEP CONTINUOUS P.G. FOOTING AFGO ZIP MODEL 4X 0 I I D_O O 2x4 WALL STUDS AT Ib" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] FOUNDATION NOTES: I 4"(P STEEL GOLUMN m IL z R-15 UNFAGED FIBERGLASS BATT INSULATION 1 O ON 2'-b" x 2'-6" x 15" DEEP P.G. FTG. I 8, z IY R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) { w/(4)-#5 REBAR EACH WAY 0 I �z O Q I/2" GYPSUM WALLBOARD I RIGID FOAM INSULATION. INSTALL USING _ For window openings In cont, wall, I , SANITARY I I w- O GAP-HEAD NAILS WITH A MINIMUM 5/4" 1_ provide #5 bars ®4" o.c, (two { 3 BOTTOM COVER 6 �J EJECTOR PUMP- -� PENETRATION;SPACED 12" O.G. PERIMETER AND f ttal) w/2 clearance from top d ®I I I R-13 2" CLOSED-GELL SPF INSULATION ib" O.G. FIELD. I I u.1 w� (ALSO AT RIM JOIST IN SECOND � � skies of opg. for Jamb 3 lintel I �p I-4' >L a] ! reinforcing. Extend reinforcing a I { BASEMENT O Q Q I I I/2" STRUCTURAL PANEL SHEATHING Q FURNACE O w FLOOR PLATFORM - NOT SHOWN) minimum of 2' past opening edges. <w j 4" CONCRETE SLAB 13'-b 1/2" I I N W Q - b mil POLY VAPOR BARRIER [- I D_O 3/4 STRUCTURAL PANEL 5UBFLOOR N 4" COMPACTED GRANULAR FILL 0O 1 2x SOLE PLATE AA, UNIT I I m m I I N N I 2x BAND JOIST O ' I I L - - - - - - 2x6 PRESERVATIVE TREATED SILL [UG2] 2'-0" I HSS 4.000x0.250 STEEL COLUMN ON is GAS WATER HEATER 12" x 12" x 3/4" BASE PLATE ON H55 4.000x0.250 STEEL COLUMN ON A. 0. SMITH - JOISTS O - - - COPPER TERMITE SHIELD O I I I I 5'-0" x 5'-0" x 15" DEEP P.G. FTG. 10" x 10" x 3/4" BASE PLATE ON GPVT 50 200 (- - '� � w/#5 REBAR AT 8" O.G. EACH WAY COMBINED 15" DEEP P.G. FTG. CAPACITY = 50 gal I 4" I I ! OVER SILL SEAL 3" BOTTOM COVER w/#5 RE13AR AT b" O.G. EACH WAY q'-4 1/4" IP.." 3' BOTTOM COVERI u I EXTEND SIDING TO WITHIN 12" OF FINAL Q I Q I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS < LQ I _ [R403.1.61 UTILITY ROC'["[ I Q (Y Q I I 6 MINIMUM THAN 6 FEEONANCHOR OBOLTER ACED NOT G NOT LE55 THAN 7 INTO CONCRETE OR GROUTED FIN15H GRADE CELLS OF CONCRETE MASONRY UNITS. THE m I I I I 5'-2" IO'-O" 5-4" I I V Q I I BOLT5 SHALL BE LOCATED IN THE MIDDLE THIRD _ (BEAM _ I OF THE WIDTH OF THE PLATE. A NUT AND (� WASHER SHALL BE TIGHTENED ON EACH ANCHOR OL I POCKET I � � ® (- - - - - - - - 0- - - � I I l� O BOLT. THERE SHALL BE NOT FEWER THAN TWO L'' 11 Ul I- - - - - - I I I BEAM L- - - - - -I iJ-1 m v = POCKET I I BOLTS PER PLATE SECTION WITH ONE BOLT IV a CCCuuu O I I 1106: (4)-I.�Lx II.b2 VL GDR I I LOCATED NOT MORE THAN 12 INCHES OR LE55 z i- O- )U L V l _ 1 81, I I - - - - - - - - _ _ _ _ _ _ - THAN SEVEN BOLT DIAMETERS (35") FROM EACH u_ z Z Z `t IEND OF THE PLATE SECTION. WALLS 24 INCHES (3- 10'7: - O W O I (4)-1.75 x 11.825 LVL GD r O vp J I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT Q z m f = z W L _ J I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE 7 0 z CENTER THIRD OF THE PLATE SECTION AND YY J 3 0 PROVIDE WINDOW I 16-2 10'-O" q'-4" 7'-O" b'-10' I SHALL BE ATTACHED TO ADJACENT WALL Q w V m Q c��q I- z PANELS AT CORNERS A5 SHOWN IN ITEM q OF Q Q N U 3 �y V z < j"W t ®W WELL PROPER I I I I TABLE R602.3(I). p- (�� J m DRAINAGE AS AFGO ZIP MODEL 4X I 2" CLOSE-CELL 5PF WITH O 3 `� a p! O +�- } t < NECESSARY ( 4"� STEEL COLUMN I I INTUMESCENT COATING O z QO 0= w (�/ ,() O Q/ iv ON 2'-0" x 2'-0" x 12' DEEP P.G. FTG. H55 4.000x0.250 STEEL COLUMN ON I P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL Q Q�Iu=u tY p Q iy V/ (A 6 Q w/(3)-#5 REBAR EACH WAY 12" x 12" x 3/4" BASE PLATE ON I -a O > z LE55 THAN OR EQUAL TO 8 ft: GONTINUOU5 cA O Q tr O Q Q d 3" BOTTOM COVER COMBINED 15" DEEP P.G. FTG. I I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q i'_ iY IY�' (� d iV w/#5 REBAR AT 8" O.G. EACH WAY I WITHIN 12 INCHES OF THE TDP OF WALL STORY AND 0 O w C] 3" BOTTOM COVER I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL - U N ®I I STORAGE I I STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)] E O p EXPAN51ON JOINT I I I I O 1(J\ STEP TOP OF WALL TO PROVIDE 6' jh I I 4" P.G. FLOOR SLAB 5NOW STEP BETWEEN INTERIOR FIN15HED -_ FLOOR AND EXTERIOR TOP OF SLAB N I I iN sr i '.. PROVIDE METAL FLASHING A5 NEEDED HOLDDOWNS ARE I N ON UNDNOTE: POURED CONCRETE FOCTINO TURBED 50 L [R403.1] f4P fi - - - - - - - - - - - - -- - - - - - \- - b MIL POLYETHYLENE FILM — - - - - NOT REQUIRED FOR I a I .af` ; rr 1 i : fgt;"t�: •,��,'° !�,,,� +:l Y TH 15 PRO�EGT. I i CONTINUOUS UNDER STEMWALL It+.�e 4 -e � ..a $ QUI � - - - - - - - - - - - - -� - - - - - - - - - - - - - � i II-4' `� ?� ,��r�� �,��•f. GONGRETE I I L.L SGT I O1� PORGH ABOVE I a 1p Z I I _I I-I UNEXCAVATED OR COMPACTED BACKFILL SCALE: NTS "a : F •"`� O I I I #3 REBAR AT 10" O.G. EACH WAY IN MIDDLE OF I NOTE FOOTING WIDTH I i DE .IVERED t^,l�Y 1 7 2023 U 5 UNDER BEARING WALL �I I THICK P.G. SLAB I I I (TYPICAL FOR 4 EXTERIOR CONCRETE SLABS) r rI - - - - - - - - - - - - - - - - - - - - - - - - - -I I m { L L- - - - - - - - - - - — — —— — — — — — — — — 10'-1 I/2" I'-8" 8'-8 1/2" 1'-4" 24'-0" 24'-0" b' O o K A K IL '0 - '0z A-q O 0-OC lu o d ,L IL � Jy .apo 6 STRUCTURAL DE51ON NOTE Q JU 3 Z In accordance with the 2020 RGNY5; structural Q LU U Z elements such as engineered wood, steel and Q- ua steel/wood composite columns, beams„ headers and Q ' girders that: {— H-a 6 O- 1) resist gravity loads, and V V lu 2) are not contained in the prescriptive design O = Q a provisions of the 2020 RCN'-r5 u- NtL 0 O were designed in accordance with m ANSI/AWG ND5-2018 with 201.5 supplement. Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: MAY 2025 2) are not contained in the prescriptive design FOUNDATION PLAN 4 I /� I �II provisions of the 2020 RGNYS TYPICAL WALL SECTION OUN17ATI ON FLAN were designed In accordance with ASCE 7-I6 wind SCALE: 1/4" = I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 z 5TRUCTURAL DESIGN NOTE V In accordance with the 2020 RCNY5; structural elements such as engineered wood, steel and A-q z steel/wood composite columns, beams, headers and r girders that: A O z U resist gravity loads, and tL Fn 2) are not contained in the prescriptive design __ -_.. . _ __._ -- .-.- -__- __- __- _-- -_.-- _-. .-- - _-_ ._.- __ 1 �_ -- ..._ _ . - .--- .__. .-- __-_ _-_ -- _..-- .-.- - _ w provisions of the 2020 RGNYS I I o z j were designed in occordance with -- i ( �Z_ ANSI/AWG ND5-2018 with 2018 supplement. I Structural elements such as walls and fenestration ( I that: 1) resist wind loads, andIL 2) are not contained in the prescriptive design provisions of the 2020 RCNYS I .__._ ..... ... _.. .....,._._... ._ .v _._.... W... ........_._..._...._ .,_... . ,._. i i _ were designed in accordance with A50E '7-16 wind - `-- Q- provisions and acceptable engineering practice. I - - -'- where such elements occur In the plans, they are I '� annotated "ENGINEERED DESIGN." i ! 1.1__ Q I 0 Q ! IL r ! ° ° I ! d PO51 ABOlE ly - ) I 1 { - ikJ P 5 BO P T ABOVE tf - i , LU W OST ABOVEl 05T BO ! 11 1 (n tm Z Z I I - 'qzW i. I I IY 0.Z Q �Q � ff nn N p 4 t / z 4 SII � 1 �_ I 1 Q i O i v _ 'i J lu , � 9 999 t ti{jt r Y 1. -I l tit � y I I ____..____..___._-___._._____._._.._..........._....._._..._.__ __... _ _......___.___...___.......__...._....__...__..._._....___._._.-_.. __. _. _ _ ... ------ ! i ° I AVERAGE ELEVATION OF THE _,_._...._... _,..... _ .. __.....,.... _..., ...._............_....._ ...,._ _. ,____._ _.... .,._.. .__. ff . 3 I r__.—._____.____- .. . EXISTING NATURAL GRADE -- ,-- - - .- - - _ _- _. _. . -- -. --_ -_ .--- _ . _..- -- -._ .--- --- -- --- -- -. . .. ._ ... ..... ...-__...._. ... _..._... -__..._.. -------- A AGENT TO STRUCTURE = 14.5' i - - -- - -- - — - - -- -- -- — - — - - - - - - - - - --. 10' to WEIGHTED AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE GENERATED r- LL lu m QOo Q � Q BY THE ENTIRE LOT = 11.25' O O FN'r AMID LAN — FRONT ELEVATION FIRST FLOOR PLATFORM FRAM I NC PLAN SCALE: 1116" = 1 ft SCALE: 1/4 1 ft K �, p lu AC b' U_ V �1 O Q 6 QW � d a_ z LU tu LU W CL \�5 Q ,I 'wE16HTED AVERAGE1J-t45, ELEVATION OF THE EX15TINO 1{ AVERAGE ELEVATION OF THEki NATURAL GRADE GENERATED - EXISTING NATURAL GRADE LL — BY THE ENTIRE LOT = 11,25' "...��': :' is ADJACENT TO STRUCTURE = 14.5' I� i! fl m 10' O,: ( . DATE: MAY 2025 FIRST FLOOR PLATFORM FRAMING i�Yfi�AM I D LAN — SIDE ELEVATION SCALE: 1/16" = 1 ft DRAWING NUMBER A - 4 A-a A NOTE5 INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 21'-0" 12'-8" 14,_4" CODE OF NEW YORK STATE 1=- 12'-3 I/2" 8'-8 I/2" 6-4" 6-4" 5'-7 I/4" 8'-8 R101.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNY5. Both REScheck N.S. Department of Energy) and REM/Rate (Noresco) computer Z software was utllltzed to demonstrate compliance. Allmandatory provisions of the 2020 EGGGNY5 - Residential 000e Provisions are In force. v RI05.2.2 WRITTEN STATEMENT. To the best of my knowledge, O 15X15 WODD Dai: (2)-1.'15 x 11.25 LVL HDR LL CLOSED-DELL SPF belief and professional judgement, these plans comply with the N COLUMN (TYP) _____"_-._1.__ _, Energy Code. Furthermore,as a RESNET certified rater (I.D. N W W No. 261439'1), I certify that these plans comply with the Home 0 - - - - - _ - - - - Oq2: 3.5 x 14 P.T. P5L HER ~ Energy Rating System (HERS) program. A signed certification ! OqO: 5.25 x 14 P.T. PSL HDR O O ' - -- - of compliance with the HE program (HERO) will be submitted Z of the constructed building to demonstrate compllane. Z GYP5UM 130ARD o GOVERED PATIO fmv R301.1 CLIMATE ZONE: 4A Suffolk,NY , Q CONTINUOUS BEAD OF o COVERED PATIO O CONCRETE N SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 MAJESTIC QUARTZ 32 DIRECT CONCRETE DINING N - PROVIDE Q rr- ( - Simulated Performance Alternative, and the provisions of VENT 6AS FIREPLACE. d) WOOD ea PROPER GYPSUM BOARD Sections R401 throw h R404 labeled Mandator . VENTILATION 9 y INSULATE d AIR-SEAL ALL STEP' PER OUTDOOR I- WALLS, CEILING AND FLOOR OF - GRADE FOR GRILL Mandatory requirements: THE CHASE. IN51DE WALL Q Q KITCHEN ATT G PATHWAY FOR SOLAR ELEGTRIG [TI03.8] }} - I R40 3 GERTIFIGATE: Builder to post per Code. SURFACES SHALL BE d INSTALL 2"� VERTICAL SGHE ULE 80 PVC CONDUIT W t O CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 STEPS PER 1lYY SHEETROCKED AND TAPED. THR GH ALL WALLS TO IG, WITH TEMPORARY PLU65 O j II SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. WALL SHIELD AND GEILIN6 H GRADE OR APS AT EACH TERMINU [E38D2.3.2]. I ` R402.4.2 FIREPLACES: Factory built with UL 12.1 doors. FIRE5TOP5 SHALL BE CAULKED CONTINUOUS MINIMAL R402.43 FENESTRATION: See window/door schedule WITH CAULK HAVING A 300° F - R402.4.4 FUEL-BURNING APPLIANCES: All room heats and 0811: (2)-135 x 14 LVL HDR - _- EXPANDING FOAM AT WINDOW ng MINIMUM CONTINUOUS EXPOSURE dJ 2X8 WALL O 2: (2)-2 x SHELVES hot water heating appliances to be direct vent with both DOUBLE JACKS 0 UNIT PERIMETER 9 Pp RATING. COAXIAL VENT HAS W 1, Intake and exhaust pipes Installed continuous to the OUTSIDE COMBUSTION AIR ? x I I O outside. INTAKE. WINDOW UNIT R402.45 REOF56ED LIGHTING: IG-rated and labeled as 2'-4" 22'-2" 3'-O" 5'-6" 0 U 7'-2 1/2" 6'-2 3/4" having on air leakage rate of not greater than 2.0 cfm i pper Gode. - WOOD PAN R40f5e 'Ode. 4 SHOO: See window schedule. O I SI I- - NOTE: Cl'-O" GEILIN6 HE16HT Q I 0 WOOD R403.1 CONTROLS: See plans for thermostat Information. -a THROUGHOUT FIRST STORY R40332 DUCT 5EALING: All duct joints shall be v I RAILING - f mechanically fastened and sealed with duct mastic 0 Q CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. 1 O I FQ = EXPANDING FOAM AT WINDOW R40333 DUCT TE5TIN6: A duct air-leakage test Is not }~ I TO20 fRVGON UNIT PERIMETER regvired under exceptions I and 2. z 0 UL 127 L15TED AND 7 `\ I R403.35 BUILDING CAVITIES: Framing cavities shall not be O LABELED 36" tX I 3'-7" 5-I [MI5455 3/4" used as ducts or plenums. N N FACTORY-BUILT < - R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate z FIREPLACE[RIO04] m I r - - - 0 BATH #1 i mechanical system piping carrying hot water to on O � iv :t p V o - _ R-value of not less than R-3. Q w m ' : v 2 0 TILE 15X15 WOOD R4035.1 HEATED SERVICE HOT WATER(SF+W) GIRGULATION iv Iz- GREAT ROOM O 8 e ee I F COLUMN (TY 5Y5TEM: Not in project. ! tX 0 CONTINUOUS BEAD OF p ' R403b MECHANICAL VENTILATION: ERV continuous N Q WOOD I r, ° cv SEALANT � - SHELVES - ventilation system specified in the plans exceeds the I' minimum efficacy of 1.2 cfm/watt. ILI I I L R403.7 HVAC EQUIPMENT: Sized In accordance with ALGA 2X6 WALL i Manual J and Manual 5. Pro I TECHNOLOGIES l - - - - -[ - -I- - L - 6YP5UM BOARD R403,5 MULTIPLE DWELLING SYSTEMS. Not applicable O p MODEL T705 Q I GATGH-ALL BENGH/LOGKER5 STEPS PER R405A SNOW MELT: Not in project. Q O PR06RAMMABLE I GRADE Q R403.10 POOLS AN SPA5: Not in project. cY THERMOSTAT I MUD ROOM N - CONTINUOUS BEAD OF R4D3.11 PORTABLE SPAS: Not in project. _ w u z _ KITCHEN I rn--p iy-- C, CD WODD PORCH x ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at p Q � WOOD least gOSK of permanently installed fixtures. ' _ -� m TYPICAL POST dJ 3 = I I SMOKE a G.D. CONCRETE N I Q CONTINUOUS BEAD OF g �p � ______ � DETECTOR (TYP) N r SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 4 tt Ill r I v j used to show compliance with the Energy Code. REM/Rate m 21'-4" 2'-8" q'-O" z > O x 13'-8 3/4" _ .- _- _._ . software was used to model the building performoce - see CHASE lr, - (� 2020 IECG Energy Cost Compliance report provided with - -o_ _ - _ - - - T I t 2" GLOSED-CELL SPF Permit Application. REScheck was used to model the building performance based on national standards - see REGcheck - Compliance Certificate and Inspection Checklist provided with 2X8 BEARIN6 WALL I � I ' ------ - -_-. .- Permit Application. i i iv MICRO REF L• (2)-2 x 8 UA �" V 1-1-.1 JJ-1 Ill N TYPICAL LOAD JU J m _ N N BEARING WALL Z Z Z CONTINUOUS BEAD OF 13-11, 1'-'T 3/4" 2'-I" W Z SEALANT �t ti- O LINEN O S (SHADED) - - -1 1W O ,-1 W 6YP5UM BOARD .__ 16 I ci'-51/2VA " _ O dl O CQ ( v I '� Q I BATH #2 m < L IlLw � ® w I TILE 4� SEALANT BEAD OF I 20 cfm CONT. O O } Q ' TO ERV I CONTINUOUS MINIMAL O MNG ROO WOODENTRY [MI505.4] �(� N 0 Q 4 EXPANDING FOAM AT WINDOW cV WOOD OWNERS BEDROOM v Z Q UNIT PERIMETER 3'_2" 6'_ " CARPET13'-7" < WINDOW UNIT (OR 2X8 WALL 0 6LA5 WALL m O WEATHER-PROOF DOOR) � F = W/ E CURB � O IO/ to N N m 064: (2)-1.75 x 11.25 LVL HDR D 5: (2)-1.75 .25 L L H R 0 JOB BUyL�T q, DOUBLEJACKS DOUBL JACK TILE S((OWER j CONTINUOUS MINIMAL - - - - - - - - - - - - ' EXPANDING FOAM AT WINDOW IO UNIT PERIMETER - - - - - - - - - - - I ��" �• �� AIR 5EAL I NO NOTE5 1 TABLE R402.4.1.1 .2020 =,. I � 2x6 AIR BARRIER AND INSULATION I I WALL g INSTALLATION o POR H I ��-�, CONTINUOUS BEAD OFINSULATION SEALANT CRiTERiALLATION L15ECOND m s..r �^>,,"°.° , COMPONENT AIR BARRIER CRiTER1A GONG TE ti SECOND LEVEL 'R.''�.f, **`) (. A continuous air barrier shall be installed in the - - - - - - - - I- Ile building envelope. BUILDING LINE LEVEL General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as „ WALK-IN BUILDING LINE ' 6YPSUM BOARD continuous air barrier. a sealing material. 061: 3.5 x 11.25 P.T. PSL HDR d . ` g - - _ _ - - - - I CARPET DE�.(VERED C�IAY 1 1 2�2 - CONTINUOUS BEAD OF Breaks orjoints in the air barrier shall be sealed- 062: (2)-1.75 x q.25 L L R 063: (2)-1.75 x 9.25 LVL HDR ADHESIVE The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air O 0 CONTINUOUS BEAD OF Ceilinglattic barrier shall be sealed. The insulation in any dropped ceiling/soffit -_ SEALANT shall be aligned with the air barrier. 15X15 WOOD fn Access openings,drop down stairs or knee wall doors tounconditioned attics aces shall be seaded- COLUMN (TYP) O Cavities within comers and headers of frame walls shall be Insulated by completely filling 13'-I 12" 10' 10 1/2" Q 0 /- 2" CLOSED-CELL SPF The sealed.junction of the foundation and sill plate shalt be the cavity with a material having a thermal 043 --� resistance of R-3 per inch minimum. 6'-10 I/2" 111-41' 5'-11 I/2" 7'-O" 10'-0" ' " t Wails The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for - - - - - - framed walls shall be Installed In substantial 24'-O' 24'-0" 6'-O" O O Knee walls shall be sealed- Q N 1 contact and continuous alignment with the air +f �� barrier. 54'_0" !1 IL m (^� l Windows.skylights and doors The space between window/doorjambs and X1--1 framin ,and skylights and framingshall be seated. O Q < CONTINUOUS SILL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. FIRST FLOOR PLAN`� O d1 p[ z 1 j FULL WIDTH OF SILL Floor framing cavity insulation shall be installed to maintain permanent contact with A O O 50ALE: 1/4" = 1 ft the underside of subfloor decking. r Z / FOUNDATION WALL Alternatively,floor framing cavity insulation Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of O O � O v and floors above garages. edge of Insulation. sheathing orcontinuous Insulation installed V o < IL CONCRETE SLAB on the underside of floor framing;and - O W Q extending from the bottom to the top of all (L rimeterfloor tram In members. OPENING SCHEDULE U-0.23 STRUCTURAL DESIGN NOTE V Z Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided Z Crawl space walls covered with a Class i vapor retarder with Instead of floor Insulation,shall be OPENING ID TYPE PRODUCT GODS 51ZE COUNT a W O In accordance with the 2020 RGNYS; structural Q overlapping ointsta ed. rmanenti attached to the walls. - . elements such as engineered wood, steel and 0- to < i Duct shafts, utility penetrations,and flue shafts I WINDOW aOX'72 CASEMENT 3 '7'-6" x 6'-O" 2 Z steel/wood composite columns, beams, headers and X Shafts,penetrations opening to exterior orunconditioned space shall be p <Q \V sealed. 2 WINDOW 72X12 CASEMENT 2 6'-0" x 6'-0" I girders that: Z N �- /� Batts to be Installed in narrow cavities shall GENERAL NOTES: _ ., , , / ,l . , �`�.'"/. '•..' ; �, be cut to fit or narrow cavities shah be fined I. ALL MAIN LEVEL O Narrow cavities with insulation that on installation readily 3 WINDOW 30X48 CASEMENT I 2'-6" x 4'-O" 3 �� ) resist gravity loads, and U conforms to the available cavi space, WALLS ARE ci-1 I/8 Y l Air sealing shall be provided between the garage 4 WINDOW 30X'72 GA5EMENT 1 2'-6" x 6'-O" I HIGH UNLE55 NOTED 2) are not contained In the prescriptive design p= Q Garage separation and conditioned spaces. OTHERWISE provisions of the 2020 ROWS u N 0 NOTE: IT IS THE INTENT TO PROVIDE FOR A Recessed light fixtures installed in the building Recessed light fixtures installed in the 5 WINDOW 60X60 CA5EMENT 3 5'-O" X 5'-O" 2 IL Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight 2. ALL ANGLED WALLS CONTINUOUS AIR BARRIER ALIGNED WITH THE O THERMAL ENVELOPE. THI5 DETAIL SHOWS surface. and exterior rated- G DOOR 36X80 GLASS 1 3'-O" X .91-bill 2 ARE @ 45 DEG. UNLESS were designed in accordance with m TYPICAL METHODS OF AIR-SEALING USING In neatly it around batt insulation shall be cutNOTED OTHERWISE ANSI/AWG NDS-2018 with 2018 supplement. VARIOUS BUILDING ELEMENTS, APPROVED neatiyto fit around wiring and plumbing or D DOOR '72X80 GLASS 2 6'-O" X 6'-8" ADHE5IVE5 AND 5EALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily 3. ALL EXTERIOR WALLS ARE Structural elements such as Halls and fenestration CONFIGURATION5 NOT 5HOWN,SUCH AS conforms to available space,shall extend : u u n u GANTILEVER5 AND STAIRWELLS SHALL BE behind piping and wiring. F DOOR 28X80 1 21-411 X 6-8 4 4 3 1/2 STUD+1/2 SHEATHING) that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Ext4 ALL INTERIOR WALLS ARE 3 1/2" c Shower/tub on exterior wall showers and tubs shall separate the wall from the shaeria Inswalls adjacent to showers and tubs , „ , „ DATE: MAY 2023 A CONTINUOUS AIR BARRIER ALIGtdED WITH THE sho�aerortub. p shall beinsula�d. G DOOR 32X80 I PLAIN 2-8 x 6-8 2 UNLE55 NOTED OTHERWISE () resist wind loads, And THERMAL ENVELOPE IN ALL LOGATiON5. The air barrier shall be installed behind electrical H SLIDING DOOR 144X80 5LIDING GLASS 4 12'-0" X 6'-8" 1 Electricallphone box on exterior walls and communication boxes. Alternatively,air-sealed FLOOR FRAMING NOTES: 2 are not contained in the prescriptive design FIRST FLOOR boxeHVA shall supply installed- I 5LIDINO DOOR '72X80 5LIDING GLASS 2 6'-0" x 6'-8" I provisions of the 2020 RGNYS PLAN HVAC supply and return register boots that g penetrate building thermal envelope shall be sealed Place (1) row Of I" x�5" cross-bridging were designed in accordance with ASGB '1-I6 wind S.. HVAC register tothesubfloor,wall coverin or penetrated K DOOR 48X80 2 4'-0" X 6'-8" - �I i� .���L I NO 1��T�I L5 b the boot. g g on all spans over 5'-0" and (2) rows provisions and acre table engineering ractice. SCALE: 3/4" = 1 ft Where required to be sealed,concealed fire L OR 136X80 2 CORNER 11'-4" x 6'-8" I of I x 3 Gross-bridging On all spans p p g g p DRAWING NUMBER recommended lrs shall by t ebemanuled in a manner that isfacturer. Caulking or ' �� 1 Over I6'-O". plans, y _ Concealed sprinklers o fill T SHOWER 30X82 GLA55 1 2-6 x 6-8 I where such elements occur in the the are vother adhesive oids between fire rantssprinshallo not be used to and walls Collor ties are to be spaced 4'-0" o.e. annotated "ENGINEERED DESIOIN," _ orceilin s. �1 -7 Iv N iJ— 1I z o . 0 0 o — — — 1 , k < LU IL _ _ 0 1 v # I2; ! It \ ( o O � , X X IN cp ill N j N fr _I L--, -f i x — — N r, i; 'i r O it I ' 087: Z-1.75 x 114 LV FL RC) - ---- - I i it ` I i � �__ ------ ---- ----' ---- ` � '�' � I_ »• - 8s: 0-1.7 x a. 5 LY - - r.....f � -_.___ u_e_� _- -._. _ oo ( )-2x12 027 e 2 2 OL i a '• .... a X �p' ! J x „Y 1 r r_ I 076. (2) LVL N _...-. . - _ -_____ N _ - 0 . i r — (x — — — O UJ — � 9 4 LU U 1 J —i — j S 1 Q Q Q Q 1- } - -5;x'4' ''' ° DOU LE F M OPE INC ' � o o r X X i ± ;� r, i ; l 5 2 8 at OGq z- r �r ' � II � X a 6" AFF l - ' D2 V' _ 00 N -• _ O l �I i r r 4 r-7— 1 _f, 1 JI C�77: (2) LVk ,t 4 H/ Ux i v 026: (2)-1.75x11.875 LVL q' AFF 2x8AT16" OG „_... 072: (4)-I.J5 x I LVL F4 TOPLZ l (1)4-15 I 1 i__I w , 73• x 14 VL p ? 6 a z Z - -_.._._...._........ la I IN s — — Vy I P — � � N f cti �p i:l; 1K Z Z � � ' ' ryN 030: (2)-2x12 i w o ° 0 N ^O< i; O f-- lL O {L Z,, � — zO Z QO: O-2xFL Q U _"�. ._._.... _`.. ,•.� , � lit „^_e.. ..:..._... .._.._._ ,...i S I A \ — ' � I 4 —j i ? 1! R')!, i i _ - r f' I -.:-1 O p 023: (2)-2x6 FL i U . . ....._ 0 .-.. ..0 Q _ ( 1 032: 2)-2xb r - d z _ O { i 1; — { ° t f Q Lu QQ ! 03q:'(2)-2x6 1 a cv w UJ 0 \ I x /, J X i XLU •u-K 040: 2x6 AT I6" OG lu IZ ^ 66 i ' r i it .f•tom =U r rl li �a l l 223 C) I X is F I 0 DE X LIS Q. t � Q Qoo QZZ Q ,r ATT I G FLOOD' FRAM I NO m ° o M z O SCALE: I/4�� = I ftO z !L \ , O :,_<; STRUCTURAL DESIGN NOTE w 0 Z In accordance d with the 2020 RGNYS• structural < w L O Z elements such as engineered wood, steel and Q- U steel/wood composite columns, beams, headers and z SECOND FLOOR PLATFORM FRAM I NO GENERAL NOTES: girders that: � N OL SCALE: 1/4" = 1 ft Z 1. ALL MAIN LEVEL 1) resist gravity loads, and U V- WALLS ARE Q'-I V8" LU HIGH UNLE55 NOTED 2) are not contained in the prescriptive designQ OTHERWISE 13 y provisions of the 2020 RGNYS IL N O O 2. ALL ANGLED WALLS were designed In accordance with O ARE ® 4� DEG. UNLE55 9 m NOTED OTHERWISE ANSI/AWG NDS-2018 with 2018 supplement. 3. ALL EXTERIOR WALLS ARE Structural elements such as walls and fenestration 4" (3 1/2" 5TUD+I/2" 5HEATHIN6) that: 4 ALL INTERIOR WALLS ARE 3 1/2" DATE: MAY 2023 UNLE55 NOTED OTHERN15E 1) resist wind loads, and FLOOR FRAMING NOTES: 2) are not contained in the prescriptive design SECOND FLOOR PLATFORM t provisions of the 2020 RGNYS ATTIC FLOOR FRAMING Place (1) row of I" x 3" cross-bridging on all spans over V-O" and (2) rows were designed in accordance with ASCE 1-16 wind of I" x 3" cross-bridging on all spans provisions and acceptable engineering practice. DRAWING NUMBER over I6-0". where such elements occur in the plans, they are Collar ties are to be spaced 4'-0" o.c. annotated "ENGINEERED DESIGN." A == & i A-g A OPENING SCHEDULE U-0.23 _ z O OPENING I'D TYPE PRODUCT CODE 51ZE COUNT 1 WINDOW 30X12 CASEMENT 1 2'-6" x 6'-0" 1 21'-0" 12'-8" 14'-4" 3 WINDOW 30X36 CASEMENT 1 2'-6" x 3'-0" 4 13'-71/2" 7'-41/2" 6'-4" 6-4" 4 WINDOW 30XQ6 CASEMENT 1 2'-6" x b'-0" I HAZARD GLAZING[R30a.41 O 5 WINDOW 60X60 CASEMENT 2 5'-0" x 5'-0" 2 LL 6 WINDOW 30X60 CASEMENT 1 2'-6" x 5'-0" 4 Q W 30X42 CASEMENT 1 2'-6" x 3'-6" 1 O w 7 WINDO Qz N A DOOR 42X80 2 3'-6" x 6'-8" I o N N O F DOOR 28X80 1 2'-4" x 6'-5 " 6 d G DOOR 32X80 I PLAIN 2'-8" X 6'-8" 4 RAILING / \ SPA TUB RAILING p r' JOB BUILT TILE SHOWER H SLIDING DOOR 144X80 5LIDIN6 OLA55 4 12'-0" x 6'-8 I _ O ® 6LA55 WALL _ K DOOR 48X60 2 4'-0" x L 5LIDING BARN DOOR 36x80 CHALKBOARD WOOD DOOR 3'-0" x 6'-8" 1 = 11 M SLIDING DOOR 108X80 SLIDING GLASS Q'-O" x 6'-b" I ASTER BATH u) 0CATHEDRAL N SLIDING DOOR *72X80 SLIDING 2 6'-0" x 6'-8" 3 BEARING WALL V60 CEILING V60 Q OR 28X80 6LA55 2'-4" x 6'-8" 1 - O - O OOq: (2)-1.75x11.875 LVL 2X8 HALL ® 5: )-1.75x0.25 LVL SHOWER DOUBLE JACKS dJ 20 cfm CONT. _ ^' TILE = TO ERV TUB O. O [M1505.41 = x cv }t — — — — — — — � �— - - — — — — — — — — — — — — —-I v = MINI u� � � -� BATH #3 8'-0 I/2" FRIDG I m I '-a 3/4" 1 m 0 " I I I 20 cfm GONT. I GOFF E BAR F 3'-'I" q'-10 1/4" 1 m TO ERV I 5.41 2'-O" MASTER BEDROOM 2 I O I(TYP) iv CARPET I SINK ROD d SHELF 2X(b HALL 2X6 WALL � r g° 12" TRAY CEILING I IL I cn PULL-DOWN v4a - 81 I STAIRS N WALK-IN I i LMI305.1.21 0 t o ��, q° 2'-0" I 1 7 LOFT O (Z 5-O ( P.) 15'-10" I 11'-a 3/4" r ( DL I 18 P �_ m q'-1 I/8" HIGH WHOLE-HOUSE MECHANICAL VENTILATION[R403.61 L_ — — — — — — — Pro I TEGHNO_LOGIE5 1 N GEILING LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR a — — — _ INSTALL ERV UNIT IN CONDITIONED ATTIG. MODEL T705 DUGT5 SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. PROGRAMMABLE J O THERMOSTAT O F I 1 N I �' 11- _ O HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL 013: (2)-2x (2)-2x8 1 I I `r INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. GLI I z 36" HIGH HALL I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS - ILNER-1 I CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL g5P07 O BEDROOM #2 i IFRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" d1a. DUCT N r w5" dia. STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. 3'-4" � 2'I I" 5'-3 i/2" 2'-I I/�" " i I m '"'II",, O 5" dia. STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ION45 HVAC EQUIPMENT IN ATTIC l�--1 m w V ALL DUCTS INSULATED TO R-4.2 r I m 4-y I GAS OR PROPANE FURNACE: LENNOX ELIg6UHO7OXE36B 11 1 ((1 w(0 Z IV 12" x 12" AIR CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 J1-1 V _ 5Y5TEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.41: ' ii T _ _ _ Oz " �i DRYR EXHAUST TRANSFER GRILL HEATING GAP: 64000 Btuh;AFUE = qb.l z MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM m r = I m [MI5921 IN GEILING [p T w 0.0 ��- O-aw AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. ,x\ 1 G.O. © 2x6 WALL �p INDOOR COIL: LENNOX GH35-305+TDR 0 ((\ \ — dl z _y I I OUTDOOR UNIT: LENNOX MLI4XGI-036-2300; AHRI 2033'�-146g0 V j' < f Q `� x GOOLING GAP. 34,800 Btuh;SEER = 15.10 Q Z cq Z TYPICAL 42 08 WALL 8" CHASE - �_ _ _ , 1 ® I N INSTALL IAH MANUFACTURER'S SPECIFICATIONS Q \ 0- t- Q w �` -ui P05T �� = iU dJ �- - - — - - - - - - -� lO <_j =�OIY 0 ® O HALL cQ 1 IA.G. RI-TURNI 0 - m <Q I/2" m 5'-q I/2" SMOKE d G.O. m L — —\ PROVIDE BACKING O A O < FOR BARN POORDETECTOR (TYP) © Z All Q Q — — — — ROD d SHELF = x r 48X36 ROD d SHELF LO (� GL N N TOP OF PL TE I I-11 a G\ ABOVE SLIBFLOOR I m rjO (V 5HOHER ' 0 024: (2)-2x6 02 (2)-2x6 N STUDY 73n N 10'-I" g'-8 1/2" � •^ •ae� ,�i sr.e Pp..y N BATH #4 BEDROOM #4 13' GEILING Ht N m .•��, ",t°fid`11 :_ � — � _� 0 �'',��.•... t. tai-0'•/� �"�"' � BEDROOM #3 Q O 35: (2)-2x8 035: (2)-2x8 N 20 cfm CONT. V42 V42 TO ERV 30 O3 ` z .. .. .. .... ✓ r HDR - HEIGHT - TOP OF PLATE 13'-0" ABOVE SUBFLOOR N DE l} VERSO VAY 1 l 2023 021: (2)-.15A1.875 LVL 021: (2)-1."15x11.8'15 LVL GENERAL NOTES: 5O 5O I. ALL SECOND LEVEL MAIIN LEVEL WALLS ARE a'-I 1/5" t>7 BUIL INC LINE HI&H OTHUNLESS NOTED QO SE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2. ALL ANGLED WALLS ARE ® 45 DEG. UNLESS 71_QII 71_QII 51_011 51_0,1 71_011 III 7K 7:-OI, 3,—A„ 3,-4,1 31—A,: NOTED OTHERA15E Q 14'-O" I 10'-O" 14'-O" TT 10,-70" TT QU1 3. 4a'-0" 4�ALL EXTERIOR WALLS ARE lu (3 1/2 5TUD+1/2 5HEATHIING) O 4 ALL INTERIOR WALLS ARE 3 1/2" Q O Z Q t- ® ® !""." " UNLESS NOTED OTHERWISE REMmn 1== Q 5EGOND FLOOR FLAN Q m � o � ? � A 50ALE: 1/4" = 1 ft p O IL SOLAR-READY O p� WW� O CERTIFICATE A_q O QIY u- -17 0 6 17This home has STRUCTURAL DESIGN NOTE w 0) T Z It-- Incorporated features at W !�Y LU `j Z the time of initial In accordance with the 2020 RGNYSn structural Q construction to enable the elements such as engineered wood, steel and a- z installation of solar steel/wood composite columns, beams, headers and -A electric. girders that. rr- -� �.j O UIT The solar-ready roof G U T 1) resist gravity loads, and V Q zone is shown on this v 11-1 constructionIan excerpt p p 2) are not contained in the prescriptive design clI Cja and is free of provisions of the 2020 RGNYS u- 0 � Q obstructions that would J6were designed In accordance with w limit placement of solar O panels. AN51/AWG NDS 2018 with 2018 supplement.L m Plastic conduit for future 0 Structural elements such as walls and fenestration electric wiring has been that: installed through walls at DATE: MAY 2023 the locations shown to facilitate the Installation I) resist wind loads, and -- of wiring between the 2) are not contained in the prescript-lve design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. were designed in accordance with A5GE "7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are IG SERV E NE TI03.10 annotated "ENGINEERED DESIGN." A -7 CONTRACTOR TO ABOVE CERTIFICATE NEXT TO IG PANE [ ) BWL A BWL B BWL G BWL D 5'-01/2" 5'-01/2" ---------------- I-- __ - I ----------- ----- Z : I - I I I - - i I - 1 10/12tL 2 i I/ 18' l i ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] ' �i _ I INSTALL 2"0 VERTICAL SCHEDULE 80 PVC CONDUIT W BWL 2 - -----_---"rl- ," ------� S O rt ~Y - --- Oa ' ' THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS / 3 2x10 AT I6.OG ? Z 1- / _ OR GAPS AT EACH TERMINUS [E3802.3.2]. O Q -S 1211 : _ - --- 1; I 3 ( I o i F I I i � �-_�J � ! .a... �.• ___...•.I._..... - - - - - - -- a,._....___ _._... - dJ ---- - - ..tl.__..___,-_. Q U1 _.. , 111 i ' "•, J -. ;�., ... -- - ,.._._. .. _. _. _ _'_ i- .•. . , - ._ -. _ .... .u - - - - .._.. _. .__...t' _ I ! ! J Ti m ! 1 I tt ___ -- _ �t i j' SOLAR-READY ZONE [TI03.3] PROVIDES 36" WIDE ACGE55 PATHWAYS 11'-1 1/211 - ` j I FROM SAVE TO RIDGE WHERE 5HOWN [R324.6]. THE SOLAR-READY ZONE SHALL --------- ---- REMAIN CLEAR OF OBSTRUCTIONS SUCH A5 VENT5, ETC. [TIO3.4] `{ 1 t� 1 1 o -' 1 _ q ' \ ' 13 - Q I O i � I � ' k O o � � r l' 13'-4" , I 14'-6" I 4'-5 I/2 I d , i � II i 1 _.._ ___... .._.._.,..__._... _.. ___ __._..•...__-.___ ._. i _ _. _ _..-. _...__. __ ___-. .... 6/12 ► BWL 4 • i . { i � I i, � � � � ROOF BELOW OI : 2xi STR GTU L RI GE { :: ::... 16" 0.1- 5-1105 5)PPO TING RIDGE I 2 x 8 AT 16" OG a1 3'-G 1/2 3'_a I/2 I I / N ALL AROUND VENTS Z BWL 5 -- - ---------- - ------- O / 1- O p . - I' ------ -----------4- ----I---- - Q - Q - P� GES OO -- - - - - -- N __ .._..... _._. O Ae -X LUw 4'-5 1/2" 4'-5 1/2.1 I 4'-5 1/2" 41-5 1/211 I I 1 _ _ z V _._. L Z O dS - I 1L 1 � I .s i z Z - SEGON� STOR'r E3NL PLAN � �� � � � � � � o SCALE: 3/16" = 1 ft 0. r- w TABLE R802.5.2 RAFTER/CEILING JOIST HEEL / < m a Q BWL E BWL F BWL 0 BWL H ` c/� 4/ L JOINT CONNECTIONS',b,c,d,e,g A_ o I. 1 1 1 1 10�12 1l I5/12 No �� t `p 24-0 G-3 14-4 Q' - (V GROUND SNOW LOAD (psf) d p -6 1/2" 2'-6 1/ EXTEND RIDGE TO 018. 2x10 AT I6" OG \ - - -- I -._ ___ ."-_"__- -� 2x10 AT 16" OG I I! 20f 30 _ 036: 2x10 AT 16 OG 77 BEARING WALL AT RAFTER _� -_-_ 7 I/2 x ! - - SPACING p (feet) BWL 6 -----1-------------------- i - - - -----------;_-i,---- ALL VAULTED > .I ` N % i ' > 1 - RAFTER Roofs an feet cV ( GEILIN65 - _ SLOPE _. - (inches) 12 20 28 36 12 20 � �8 36 Required number of 16d common x INS PO 'KE--/ r nails',b per heel joint splices d, I it I I� 0/12 10/12- I N/ OA V. ET L I I� O/�2 � 10/12_ 12 4 6 8 10 4 6 8 11 O Ola: 2x10 AT 16" OG I O ! OIG: 2x10 AT le" OG o 1 _ o � 3:12 16 5 8 10 13 5 8 11 14 � O� �.._�•a �-:,• b'.. 7 11 15 19 7 11 16 21 , I Q X 12 3 5 6 8 3 5 6 8 2'-a` r I ! - I/4 _ 6'-q I/4' O _ - - - 4,12 41 0 .1 O N , X 16 4 6 8 10 4 6 8 11 - =-----=-_--=-_= --1-------- i' --- - -- N x 24 5 8 12 15 5 9 12 16 '�'f .;` v7�, • BWL -i --- - �- N •1:�1;�ai•:: ."-r", �';. t :1 LI BE w 5 6 3 4 o HAL L N L 12 3 4 5 7 p P RGHtOOF BELIH - p Roo BE w 5:12 16 3 5 6 8 3 5 7 9 • I i 1 ' 0 Y I.le n e.rt R�i meta. f 24 4 7 9 12 4 7 10 13 ' ROOF LINE DE _IVERED P,'�AY 1 1 2G23 - 12 3 4 4 5 3 3 4 5 , - I ( 7:12 16 3 4 5 6 3 4 5 6 ,III 24 3 5 7 9 3 5 7 9 I I i3 12 3 3 4 4 3 3 3 4 ORF FI�ril_IINO FLAN 9:12 16 3 4 4 5 3 3 4 5 m (V - ,, BRACED WALL PANEL CALCULATIONS O m �- . I i_ _..._-,i------- SCALE: I/4" = I ft O `1 24 3 4 6 7 3 4 6 7 OQ 1 Q I I o r - 1 I „� - Wind Adjustment Factors-Table R602,10.3(2) (p.187) 0 _ t__� 1 :, I, - 12 3 3 3 3 3 3 3 3 cQ -t ---1 4) I --- -- Q ' _ N 1 _ ._:,._ _.i.. _ ___._-. Upper StoryLIN - _,..,_._.....__ u all 12 12 I Numbered Lettered w 16 3 3 4 4 3 3 3 4 Wall Lines Linea Comment ,(� ' d V 1 Exposure Category 1.00 1.00 Exposure B;2-Sty Roof Eave-to-Ridge Height 1.36 1.36 16'-1";Roof Only 24 3 4 4 5 3 3 4 6 �/ ----' R O U) I lu Story Height os4 osa 6'-9� For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 pound per ! tL m i P p Number of Braced Wall Lines 1.60 1.45 5;4 Additional 800 lb Hold Down 1.00 1.00 NiA square foot=0.0479 kPa. p _ Gypsum Board Fastening 1.00 1.00 NIA a. 40d box nails shall be permitted to be substituted for 16d O Q J Wind Factor Total 2.045 1.854 m L.4.1 common nails. O lY � 101_3 5/811 ' -=_=- ' b. Nailing requirements shall be permitted to be reduced 25 O z 0 1.M..__:-_... _ •f 1clinched. - Total percent i nails are lu -�-_- "' - N Braced Wail 130 mph BracingO (� -'- "` ""'" '-'._,.. Braced Wall Bracing Wind Factor Required O -_-_-_-_-_-_-_-_-_-__ I_-" -_-a__ - _ _ _ - Line Spacing Required Length Status c. Heel Dint connections are not required where the ridge 1S IL Line Method 00 Bracing(ft) Total Bracing Provided(R) J q g O 0 Length(�) supported by a load-bearing wall,header or ridge beam. - O Z 1 CS-WSP 10.00 2.50 2.045 5.11 10.08 OK �j d. Where intermediate support of the rafter is provided by w I- 2 GB 11.96 5.28 2.045 10-80 18.92 OK T 3 GB 12.65 5.56 2.045 11.37 16.79 OK vertical struts or purlins to'load-bearing wall,the fL �j 4 GB 11.51 5.10 2.045 10.43 32.12 OK tabulated heel joint connection requirements shall be Q w r�r�� Z I, 5 CS-WSP 11.67 2.75 2.045 5.62 25.42 OK permitted to be reduced proportionally to the reduction in A- tU V I A CS-WSP 17.56 3.64 1.854 6.75 31.75 OK Span• x z ((� i B GS 17.77 7.61 1.854 14.11 41.61 OK 4 C GB 15.01 6.50 1.854 12.05 55.64 OK e. Equivalent nailing patterns are required for ceiling joist F--1 (�j OL 1 1 ......_...` ( D WSP 12.08 3.02 1.854 5.60 17.33 OK to ceiling joist lap splices. p Z = Applies to roof live load of 20 sf or less. v T -cv "= Tabulated heel joint connection requirements assume Wind Adjustment Factors-Table R802.10.3(2) (p.187) g• J q � O Lower story that ceiling joists or rafter ties are located at the bottom Q QAC Numbered Lettered 1L (� O r- i , ,� �, _, of the attic space. Where ceiling joists or rafter ties are � m I. / I Wall Lines Wall Lines Comment located higher in the attic,heel joint connection tV �` Exposure Category 1.00 1.00 Exposure B;2-Sty Q Roof Eave-to-Ridge Height 1.18 1.16 16•-1';Roof&1 Floor requirements shall be increased by the following factors: to Story Height 1.00 1.00 10• _ Number of Braced Wall Lines 1.45 1.45 4 3-I -5 1/2 8 I/2 I - _ Additional 800 lb Hold Down 1.00 1.00 NIA HC/HR Heel Joint Connection Adjustment Factor 11 Gypsum Board Fastening 1.00 1.00 NIA 1/3 1.5 ' Wind Factor Total 1.711 1.711 1/4 1.33 DATE: MAY 2023 BWLQ ----- ---------------------- --------�=' ----------- I---- 1/5 1.25 Total Braced Wali Brading Braced waw 130 mph Wind Factor Required Bracing 1/6 1.2 WALL BRACING 8 " (V Line Method Line Spacing Required Total Bracing Length Status (H) Bracing(ft) Length(ft) Provided(ft) 1/10 or less 1.11 ROOF PLAN - 6 CS-WSP 10.00 4.50 1.711 0.6 7..7 OK 3 I 7 CS-WSP 15.00 6.25 1.711 10.69 19.79 OK where: 8 GB 18.74 15.06 1.711 25.77 26.00 OK 1 - -.--- 41-5 1/211 51-011 4'_5 1/211 9 CS-WSP 17.50 7.13 1.711 12.20 24.17 OK DRAWING NUMBER ` ! E CSWSP 24.00 9.40 1.711 16.08 31,42 OK HC=Height of Ceiling Joists or rafter ties measured vertically F GB 16.64 13°48 1.711 23.06 23.29 OK above the top of the rafter support walls. FI R5T 5TORY' 5NL PLAN G GB 11.81 9.86 1.711 16.87 32.54 OK HR=Height of roof ridge measured vertically above the top of SCALE: 3/1611 _ I ft H CS-WSP 14.33 6.02 1.711 10.30 39.17 OK the rafter support walls. A 45 1 1011 TREADS (TYP) I" N051NO (TYP) VALLEY FILLER BOTTOM GHORD5 MUST BE NAILED WITH 16d INTO EACH ROOF 5HEATHIN6 2x ROOFUSE 6ALRAFTERS H HURRICANE TIE' BOE WEEN 1 ¢� RAFTERS AT RAFTER THEY INTERSECT O O \2 CALIFORNIA FRAMING V CONTINUOUS DER EVERY RAFTER AND THE ROOF BEAM �m 2x GEILIN6 JOISTS AT 16" O.G. ��( ��l 'D,\2 O RIDGE E- USE (3)-16d NAIL5 AT RAFTER �1�� O HEEL JOINT CONNECTION �¢\. \'fig O i ROOF BEAM (SEE PLAN FOR SIZE) t- UO3A PRESERVATIVE TREATEDy\P\' (L/ ASSEMBLE WITH 10-d NAILS 12" O.G. STAGGERED ALONG LENGTH \�� \ � tL 10.1NATREADS (TYP) \ �\O� a r^ 3� \N CALIFORNIA I" NOSING (TYP) VENTED VINYL SOFFIT 1x8 TRIM BOARD \a\ FRAMING O UPLIFT CONNECTIONS: G518 &ALV. COIL STRAP 2x SOLID BLOCKING m USE (2) AT EACH POST, TOP d BOTTOM 5/4"xb" DECKING (4)-I0d NAIL5 AT EACH END O PERPENDICULAR TO JOISTS SEALED ATTIC Q p (2)-8d THREADED NAIL5 OR i= (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD GOLUMN FLASHING — U1 IL - EACH SUPPORTING MEMBER U036 PRESERVATIVE TREATED &UTTER Om N D- [R5O1•1� REST DIRECTLY ON FLOOR BEAM # H� O ` FLOOR BEAM (SEE PLAN FOR SIZE) ti- O � FLOOR JOISTS UG3B PRESERVATIVE TREATED 1 (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROWS OF IOd NAILS Ixb FASCIA f UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R501.51 2x6 5UB-FA5GIA LANDING GRADE 6" CLOSED-CELL SPF INSULATION [(� 4x4 WOOD POST VENTED SOFFIT v UG3B PRESERVATIVE TREATED 2" GOVT. EAVE VENTS DOUBLE TOP PLATE 5 I AIR `ELL SF—(::.,TION PI PPED GALV. PO0ST5T BASE ANCHOR SCALE=: 1/4" = I ft I" RIGID INSULATION NOTES: 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON L PROVIDE HANDRAIL PER GODE. 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 2. MAINTAIN b'-8" MIN. HEADROOM PER CODE. REBAR EACH WAY, REBAR 4" ABOVE 3, VERIFY FIN15H FLOOR MATERIALS W/CONTRACTOR 4 BOTTOM ADJUST AS NEGESSARY. 4. VERITY FLOOR-TO-FLOOR d RI5ER DIMENSIONS W/ LT CONDITIONS PRIOR TO STAIR CON5TRUGTION. 7'rF I OAL FOROH SEOT I ON 5EOT I ON THROUGH SOFFIT SEOT I ON THROUGH ROOF OYER-FRAM I NO GONST SCALE: NT5 SCALE: I" = I ft SCALE: i" = I ft GEILIN6 JOIST (2) 2x ATTIC HATCH DOUBLE FRAMING 3 LAYERS 1 1/2" TYPICAL ROOF R-3Q RIGID INSULATION ASPHALT ROOF SHINGLES OVER 15# FELT OVER GLUED TOGETI-ER STRUCTURAL PANEL SHEATHING OVER 2x10 RAFTERS AT I6" O.G. R-3G b" THICK CL05ED-GELL SPRAY POLYURETHANE FOAM (5PF) ,n 2 x 12 STRUCTURAL RIDGE WITH)Y GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.41 v OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.61 (FULLY SUPPORTED) z IX2 STOP m ~ O CASING I/2° PLYWOOD - NOTEll DRE55ED ONE SIDE 12 Z DRYWALL 10 m (�� -1dam_" O W �J SEDT)ON THROUGH ATTI O HATCH TRAY GEILIN6 Q > W SCALE: I" = I ft 0. V w ® O (BEYOND SECTION) � (2)-2 x 12 BOX d NOTES: 2x4 COLLAR TIE iU =4 < 2 x 6 GJ AT 16" O.G. AT 48" O.G. 0 O O > < (() I. OPTIONALLY, IF A DROP DOWN ATTIC STAIRS 15 INSTALLED, DOUBLE-FRAME AS SHOWN IN (� ,(� SECTION AND INSTALL AN INSULATED COVER TENT HAVING A MINIMUM R-VALUE OF 15. z +� V J O < Q < , ROOF FELT GABLE WALL INSULATION R-24.5 x 5 1/2" GYPSUM CONTINUOUS: R-5 I-INGH RIGID FOAM XP5 SEALED ATTIC N BOARD FINISH 1/2" ROOF SHEATHING SHIN&LES CAVITY: R-Iq.5 3" 5PFSMOKE 8 G.O. 2x10 RAFT'"'S ® I6 O.G. CD N 2X4 OUTLOOKER5 ® 48" O.G. (BEYOND SECTION) (INDIRECTLY CONDITIONED) 0 DETECTOR IN ATTIC FLASHING DOUBLE 2 x 4 BOTTOM PLATE ;ev-!"•' "rr°'" r., I"I x 8" FASCIA 1 2 x B AT I6' O.G. I (2)-2 x 8 AT I6 O.G. �• fir' ':% 2X8 BARGE RAFTER TYPICAL EXTERIOR WALL R-20 2x4 STUDS AT 16" O.G. r II I I I SOFFIT TOP PLATE; 2" SOLID OVER B.R. #2 I/2 GYPSUM Rh OTE: p' •I �{ fJ�v r' (2)-2x4 2x4 SOLE PLATE NOTE: DOUBLE GEILIN6 WOOD BLOCKING f: I I (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN BOARD FINISH 2 x 4 GABLE END WALL R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION MASTER BEDROOM 2 BEDROOM #2 BOARD e BATTEN SIDING OVER I'-6 G BEDROOM #4 `; HOUSEWRAP OVER R-5, I" XP5 INSULATION in �y 1 ,,s, e•= �,';}` NOTE: ALL DUCTS SHALL BE m �, zr II I OVER I/2 STRUCTURAL PANEL SHEATHING G5-1^15P - ��- +. 'x. a+a•;n �t� .*; r!y!. LOCATED IN THE ATTiG, p , _ :�:;,`�!,,., • � :, I INTERIOR SECOND STORY �, „R . ✓`R TOP OF_PLATE _ TYPICAL INTERIOR WALL WALL CAVITIES AND SECOND `'`^ E'�'" •*"`` 2X8 G.J'° — J SIDING 2x4 STUDS AT 16" O.G. FLOOR PLATFORM. MIN. R-6 ® 16" O.G. (1/2" DRYr4ALL HOUSE WRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE DUCT INSULATION IN ATTIC. F &YP5UM WALLBOARD ON BOTH SIDES ®SLIVERED I°If Y 1 1 11L3 YY R-15 IN5)L. 1/2" STRUCTURAL 5HEATHIN6 p 2X4 WALL 14" TJI-560 FJ AT 16" O.G. Z (() ® 16 O.G. Q BEYOND SECTION I" RI&ID INSULATION R-13 2" CLOSED-GELL I/2" GYPSUM O O 5PF AT RIM J015T BOARD FINISHin TYFIOAL. 6ABLE END SECTION 1st FLOOR PLATFORM z ^ Qlu SGALI=: I/4" = i ft WOOD FLOORING OVER m 1—J O O Q 3/4" PLYWOOD 5UBFLOOR CREAT ROOM lyLI\/ING ROOM ORG Q O z _► T- 14" 14" TJI FLOOR JOISTS AT 16' O.G. _ GROSS BRIDGING AT M05PAN d) ly O O n )- 2x EXTERIOR WALL SILL CONSTRUCTION: \/ 2x6 P.T. (UC3B) SILL ON TERMITE SHIELD - O 0 I!I 3/4" SUBFLOOR O Q! O ON SILL SEAL WITH I/2 ANCHOR BOLTS _ FINISHED FLOOR O Q IL (SEE TYPICAL HALL DETAIL) x < O 0 O 14" TJI-3b0 FJ AT 16" O.G. 14" TJI-110 FJ AT 16" O.G. ti Lu (L Z : N IiKy (4)-1.-15 x 11205 1/2" GYPSUM FINISHED GRADE '`w � U Z 6 R-3a CLOSED-GELL 5PF INSULATION '' ' STUD TO FLOOR J015T FINISH GRADE LVL GIRDER BOARD FINISH 'LH R-z O 5IMP50N COIL STRAP (4)-5d NAILS AT EACH END SLOPE b" IN 10' MIN. AWAY FROM BUILDING (4)-3/S" LAO SCREWS J O Q Z 2x 50LID BLOCK d AIR-SEAL BETWEEN FJ 2x RIM BOARD BASEMENT J v �C / (INDIRECTLY CONDITIONED) 2 NTUME5GENT COATING = Q l CANTILEVERED FLOOR JDIST Q O O Q � � o 1i(b" OSB ff VINYL SOFFIT m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB FLOOR JOIST TO WALL: F" 2x EXTERIOR WALL SIMPSON H2;(5)-8d NAILS TO FJ 4 (5)-8d NAIL5 TO STUD _. _,_,._ _._ ALTERNATE WHERE FJ/STUD MI5AL16N5: DATE: MAY 2023 FLOOR J015T TO PLATES: 12" POURED CONCRETE FOUNDATION STEM WALL 455 4.000x0.250 STEEL COLUMN ON 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAIL5 TO PLATES UPON 24" x 10" Ht CONTINUOUS P.G. FOOTING 12" x 12" x 3/4" BASE PLATE ON PLATES TO STUD: MINIMUM 3'-0" BELOW GRADE 5'-0" x 5'-0" x 15" DEEP P.G. FTG. 5IMP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD w/#5 REBAR AT 8" O.G. EACH WAY SECTIONS 3" BOTTOM COVER 5EOTION AT FLOOR DRAWING NUMBER CANTILEVERS � SETBAOKS SECTION A • SCALE=: NT5 SCALE: I/4" = I ft A - ROOF /-GROHN MOULDING --------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------ I> - - - - - - - - - - T H--i I I HOOD Lid o . ------------ ----------- ----------4--------f GE(LIN& I 1 BATH #3 BATH #4 LAUNDRY I I I I MASTER BATH tL GOOKTOP > 1 > 1 >1 > 1 >1 >1 >U) u� I—) r- -1) 1>1 > 1 >1 > 1 > 1 > 1 > , I11 1I U) z - - U) U) INC LAV. Ho I WASHER I n TUB I ITUB 5HOHER 1 1 I I ISHONER 2nd FLOOR L -------- ------ -------- ------------- H ----- -------------- 2" H 51. 2" 1-1/2" H 1-1/2" V4 2" H 2" H 5" H--------- T--1/2- H------ 5 all H 5.1 H 211 H 31, H 51, pq 3.4 H 2-1 H 2" H 2" kq 2" H DETA I L 1 11 1 1 1 1 G.O. r 1 \ - i C.O. 7-11, ------- ----------- -------------------------------------------------------------------------- ------------------------------- ----------------------------------------------------------------------- CEILINO BATH #2 I I BATH #1 WATERFALL -T - - - - - - - - - - - - - -1 SINK COUNTERTOP > I > 1 > > I U) x > > U) U) n LAV. LAV. LAV. - I - lE '[I 1 V40 1 KI -T SI NK HC DISH 1SHOWER i i I I Ist FLOOR --------------------------------------------------- 51, W 21. H 1-1/2" H 1-1/2 H 21, H -------- WH----------------------- LDETAIL 2 31. 51, 51, H 51, H 2" H 3.1 H ------- -----------------------------------------------------------------------------------------------------------------------------r-------------------------------------------------- -------------- GEILINO GROWN MOULDING FUTURE BATH 4 1 4" W > 411 H > 4" H N G LAV. TO APPROVED > HOUSE TRAP SANITARY 5Y5TEM OVEN z SHOWER I I d) REF. BASEMENT FLOOR --------------------------------------------------------------------------------------------------------------------------------- ----------- ----------------------- 311 H ju In (j --------------------------------------------------------------------------------------------------------------------------------- ------------ z Lu -- -------- < d) Zv 31,N _j ly 43 -1 Lu d) 13 Z Z UJ O < INSTALL WASTE LINES UNDER SLAB AND CAP FOR FUTURE CONSTRUCTION IN BASEMENT 5EKAC7E EJECTOR PUMP 0 43 d) z (L z t- Z IL OCU1 0 0 o') " PLUMB INO RISER DIAORAM <- mw-ow I SCALE: NT5 >V_ '*-0<1 X< [:�ETAIL 5 GAB INET ELEVATIONS SCALE: 518" = I ft RIDOE TANS ION STRAP: WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP Or� r"Trl"",�*% 0 1) IVFREn "Jiv 1 7 1023 RAFTER TO STUD : FLOOR FRAMING O FLA5HINO TUCKED UNDER WRAP STRAP OVER RAFTER PER PLANS TOP PIEGE OF SIDINO AND (4) 8-cl COMMON NAILS AT EACH END OF STRAP - 0 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED BLOGKINO FOP, LAPPED OVER FIRST GONTIN. PIECE OF SIDING BELOW IAN MANUFACTURER'5 !BP;=011=10ATION LAO BOLTS WHERE RAFTER ALIGNS WITH STUD RIM JOIST / BD. HALL -LAO BOLTS PER TABLE pto lu m LL ci MT55OG STRAP-TIE WEAGH RAFTER ci ci DECK LEDGER BOLTING SCHEDULEo 0 IL lu NALL STUD TO MALL STUD : 0 JOIST 6' 5' 10' 12' 14' 16' LL -114" HIDE 20-OUAOE < STRAP OVER OR UNDER SHEATHING 1 0 < 6 (4) 8-dCOMMON NAILS AT EACH END OF STRAP OALVANIZED STEEL STRAP BOLT SIZE 1/2" 1/2" 1/2" 1/211 1/211 5/511 D_ T T IU z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 12 EACH SIDE OF WINDOW AND DOOR OPENINGS. INSTALL AGINO 24" 0" 16' 12" 12" 1211 < z STRAP FROM TOP OF TOP BOLT SP Lu 0 PLATES TO JACK STUD. LLf MINIMUM LENGTH BELOW 3:1 Q < a HEADER = LENGTH ABOVE BOTTOM OF HEADER DECK LEE�)OER r�)ETAIL Z �J SCALE: 1/2" = 1 ft v< v Lu IL IL STUD TO Sl LL PLATE : WRAP STRAP UNDER SILL PLATE PER CODE COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 12 DATE: MAY 2023 A TENSION STRAP INO DETAILS UPLIF757RAPPINO AT NALL OPENINOS H16H-KNI SCALE: NT5 DRAWING NUMBER SCALE: NTS NOTE: ALL METAL 5TRAPPIN5 SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A - 10 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. I z O ri-- v LOCATE PER GONTRACTOR COOKTOP N 6RILL 6AS z WOW EM M EM. EM. v LL w N \ ELECTRICAL LEGEND ELEGTRIGAI_LEGEND I to ELECTRICAL SYMBOL - O� GOOKTOP W/ I (V ELECTRICAL SYMBOL switch - __— ---0�' \ HOOD ABOVE A-' z t t \\ light611 switch 3 way $3 I t \ PROVIDE SANITARY outlet f} ELECTRIC TO EJECTOR PUMP vv vv swltch 4 way ' n \ EQUIPMENT PER outlet gfl Et�l 4 I FLOOR OUTLET ' # OL MANUFAGTURER'5 o VVLL can light bench 0 U.L.LISTING AND smoke d carbon monoxide detector I LOCATED PER a cable tv outlet 0 CONTRACTOR CODE I6Fl BRACE FOR 22 O / 1 V[ ►+i , ` n switch outlet JL' v �}}� O I � 1 0 0 — FURNACE swltch 3 way $3 smoke t carbon monoxide detector ® I FAN/L16HT \` ` p E garage,door outlet ceiling fan 5 bladed 04 BASEMENT ` wG uNlr 6A5 HATER HEATER acedia lantern SWITCH largo round chandelier OVEN/ 36. I UTILITY ROOM can light waterproof b-Inchi i / MICRO 6FI REF exterior can light EM. I I _ 1 6FI -------- exterior light 04 ' fan ® I I I I I • 1d�J outlet Hp µ I I 1 \ 1 wall mounted OI 3 lights 0(1) LOCATE PER I I \ \ \ \ L: J \_ - \ floor receptacle duplex � CONTRACTOR LOCATE PER I ` BRACE FOR \ garbage disposal it / , II \ FANA-16HT outlet 220vAI NI T -�__ - i outlet gfl \ P 510RA6E `J II -- —————————— t I ---- 6F1 6F1 , 1 I I ------ EO-- ----�0 I 61 I I .fl ----------------- + ----------------JV m i-------------� w O Z d� � zV z m — --ju O -aw Ln —j0 0 )-- < — �0z z IUUj�z �in �w 6FI 0. Q m MAIN LEVEL EL.EGTR I G PLAN � O � X-> �< X SCALE: 3116" = 1 ft �/ N z Q D I � FOUNDATION ELECTRIC, PLAN SCALE: 3116" = 1 ft % I ' Idt- ------------ ------- ' •,�"j .M2F''':.., MINI r'- -- / FRIDGE I ELECTRICAL LEGEND DE I V E R E D MAY 1 1 2623 ELECTRICAL SYMBOL Gelling fan 5 bladed 04 I I I I --- I I BRACE FOR I I Z IFAN/LI6HT ` I I F F rfl f I Q I I I I I I 0 � -1 can light waterproof 6-Inch J i I � ���°R I can light bench 0� Q � � m L-------- t -�--J I I wall mount savoy OO I I Q � ® L - I 1 LU fawn tv outlet ® , ` O Q I I i--1 � I -- I outlet outlet 220v N{ O m !1/ Z Q SEGON� LEVEL ELEGTRI G FLAN ; � / ,/ i outlet gfl 6U:U- \�/ 0 0 0 � P 't / I outlet wp -`X�- Q Q SCALE: 3/16" = I ft BRACE FOR I p 1 �_1�' smoke detector V Q FAN/L16HT ` I K I ® -� < O O switch $ ^ W is) 0-� -y- z'' $ 11 ,` l(L _J_ swltch 3 way [�Kj '' t ----------- wall mounted 03 3 lights o 0 0 LU Q 41� z _ --------- d / ---------- o O _ m BRACE FOR g BRACE FOR FAN/LI6HT c, FAN(LI6HT I _ I E I DATE: MAY 2023 I I I ELECTRIC PLAN I I I I I L———————————————————————————————J-———————————————————————————————-! DRAWING NUMBER A == 11 NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York M State Uniform Fire Prevention and Bu►Idfng Code - IC1 NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES :f. and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT, A building permit shall be Issued by the H WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 >" Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:llhozorcis.otr-ounril.or FOR THE PROJECT LOCATION: p p pWeathering Termite HAZARDS p 0 0 9 t0 LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.1154 W '12.3434 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONALt A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro 25 psf 128 None No No B Severe 36" M to H 15 °F Yes I None 599°F-DAYS 51.0° F 8301.2(5)8 FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide professional engineering services. However,the Designer has O MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER 5HALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] AFFIX THI5 516N IN ACCORDANGE WITH supervision nor Inspection,and therefore is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shalt Q Elevation Latitude in cooling temperature cooling difference •' '`' Immediately notify Designer, In writing, If there ►s any w heating g factor p 9 COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT y between discrepancy found 0 p en field conditions and plan 15 ft 41° North 150 99% outdoor DB 850 1%outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. Z N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 241 plf 136'-0" roof 83o12.i WIND DESIGN: In accordance with Figure 8301.2(5)8 wind m Daily range span, 130 mph, itch greater than 5:12) [TABLE 8802.11] design Is not required. This bullding Is designed in difference heatingcooling wet bulb humidity humidity p O g WALL-TO-WALL UPLIFT CONNECTION FORGE = IVI plf accordance with the wind provisions of the 2020 ROWS. c i 10°F 15 mph 7.5 mph 720F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 177 plf t' 83012.1.2 PROTECTION OF OPENINGS, This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region, u� AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building is not located in a flood # hazard area. R301.5 LIVE LOAD5t Minimum uniformly distributed live loodst QWL J1 1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD, Roof Design Load Is based on the greater ZI of the Ground Snow Load (20 psf,applied per A56E--I) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R30116. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b, SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,,; SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf round snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTION ° OF FASTENER AND LENGTH Edges Intermediate or-count for unbalanced load coditions. Roof Floor (inches) (inches) (inches) support 8301.8 NOMINAL SIZE5: Dressed lumber dimensions specified on 4-8d box(2 " x 0.113");or 4-8d box(2Y2"i i „x 0.113„), or (inches) these plans are nominal sizes. Engineered wood dimensions -8d common(2/2 x 0.131 ) or 3-8d common(2 x 0.131 ) or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I Joists,gtu-lams,etc) are actual dimensions. 3 I Blocking between ceiling joists or rafters to top plate i „ „ Toe nail 21 Joist to sill,top plate or girder i " +� Toe nail 3-10d box(3"x 0.128");or 3-10d box(3"x 0.128");or Staple 15 ga. 1 3/ 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALL5, All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailst projections shalt be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2Y2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common (2 y2'x 0.131")• or 0.113 Nail 2 3 6 WALLS AND CEILINC75: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also ' to s having a FSI = 15 (req'd max. 200) and a 50I = O (recl'd max. 3-lOd box (3 x 0.128");or ( pp ) l Od box(3 x 0.128 ), or 6 o.c.toe nail /2 and / Staple 15 and 16 ga. 2 4 8 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2Y4 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3"x 0.128"); or 3-8d box(2Y2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that Is not installed in 3 partitions [see Sections R802.3.1 R802.3.2 and Table 3-16d common(3 4"x 0.162")• or Face nail 2-8d common(2 4"x 0.131")• or Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity ' 23 1"x 6" subfloor or less to each joist „ „ . Face nail 2%2 and 3/ surfaces shall have a F51 � 25 and a 501 s 450. see plans R802.5.1(9)] 4-3 x 0.131 ) 3-lOd box(3 x 0.128 ),or 0.097-0.099 Nail 2 y4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 4"long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3Y2" x 0.135")• or Staple 14 ga. 2% 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2" subfloor to joist or girder Blind and face nail 2-I6d common(3Y2"x 0.162 t where otherwise specified by the 2020 t?GNYS. ) 0.113 Nail 2/ 3 6 4-1 Od box(3"x 0.128");or 3-16d box(3 4"x 0.135");or 1 Staple 15 ga. 2Y4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter, face nail or 1 4"x 20 ga. ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 i "x At each bearing, face nail • 5 � 3-1 Od common(3 x 0.148 ),or Face nail each rafter ( / 0.162) 0.097-0.099 Nail% 4 g R302.13 FIRE PROTECTION OF FLOORS, All I-Joist floors shall to rafter 4-3"x 0.131") 3-16d have I/2" gypsum board on underside. 4-10d box )' or 3-16d common(3 4"x 0.162"); or SPACING O FASTENERS 3"x 0.128" NOMINAL MATERIAL a 8302.14 COMBUSTIBLE INSULATION CLEARANCE, Recessed ( DESCRIPTION",n OF FASTENER AND LENGTH 3-16d box(3 4"x 0.135"); or 26 Band or rim joist to joist ,+ „ End nail THICKNESS d luminaires shall be IG-rated 1/A/W N1102.45 with separation 3-1 Od common 3"x 0.148" • or 2 toe nails on one side and 1 toe J 4-3 x 0.131 nails;or (inches) Edges Body of panel from insulation per listing. p 6 Rafter or roof truss to plate ( )� 7 (inches) p '�' � v ( ); nail on opposite side of each rafter 4-3 x 14 ga. staples, /6 crown (inches) (inches) 8308.4 HAZARDOU5 GLAZING LOCATIONS: Tempered lass or mches mches 4-1 Od box 3"x 0.128" or n 4-3"x 0.131"nails or truss P 9 Nail each layer as follows: 32"o.c. Floor underlayment;plywood-hardboard-particleboard f-fiber-eement� other approved safety glazing material shall be Installed In in F 0 20d common(4 x 0.192 ); or and adjacent to door panels;within 60 inches of wet surfaces; M 4-]6d box(3%" x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. � (n W M 3-10d common 3"x 0.148" ' or I Od box 3"x 0.128" • or 24"o.c. face nail at to and bottom 3d corrosion-resistant ringshank nails vv Z T Z ( )' Toe nail ( )' p 3 6 R30a.1 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch j Z <'t dJ AC 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle Ip -r� - -1•W O -1 W 27 Built-up girders and beams,2-inch lumber layers entry doorway. V d = dJ Z Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: Staple 18 ga., s long,%crown Q v N f O 7 to minimum 2" ridge beam finished flooring other than tale 3 6 8310 EMERGENCY E50APE AND RESCUE OPENIN65;: It Is the w O dl Z g ► „ ++ . 2-20d common(4 x 0.192 ), or i ( g ) (X Z r- 3-16d box(3/ x 0.135 ),or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by d 0- � O W 2-I6d common(3 %"x 0.162");or 3-10d box(3"x 0.128"); or 1 % long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for D_ � V LU ,\ 0 O End nail 3-3"x 0.131" nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. 1-1 O < 3-10d box(3"x 0.128");or (g ) g ( ) � O V �} �4.� 3-3"x 0.131"nails 4-16d box 3 4"x 0.135" ; or 1 4 long,No. 8 x .375 head diameter,ribbed wafer-head screws R311.1 STAIRWAYS: Interior stairways shall be pre-assembled � O CZ Y_<X Wall ( ) 8 8 wood units. The maximum riser height shall be 8-1/4 inches and N O Q Q 3-16d common(3 4"x 0.162")' or (for tale finish) the minimum tread depth shall be 9 Inches,plus nosing where Z 28 Ledger strip supporting joists or rafters At each joist or-after,face nail required. Provide handrails per Code. < Q I6d common(3%"x 0.162") 24"o.c. face nail 4-lOd box(3"x 0.128"); or Plywood +(tel 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1%ring or screw shank nail-minimum R312.I GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail „ i 5 3 6 grade,and steps leading thereto, shall have guards that Z 3"x 0.131"nails 2-1 Od box(3 x 0.128 );or 2-8d common /and/6 12 4 ga. (0.099 ) shank diameter conform to Code.29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail _ I6d box(3 y2"x 0.135"); or ( )� Staple 18 ga.,%,%6 crown width 2 5 8312.2 WINDOW FALL PROTECTION: Windows with stills less than Stud to stud and.abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS 9 3"x 0.131"nails ii 3 is t 1 4 ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade corners(at braced wall panels) /2, /, /2 and/ „ 6 8 shall be protected per Code. 16d common(3 y2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12 y ga. (0.099 )shank diameter 16d common 3 y2"x 0.162" 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER21b,v Edges supports',' I i 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected t\Rtree.p..r (inches) inches t9 5 23 3 i +, 3 6 smoke alarms,carbon monoxide alarms,and heat detection ( ) g n PP 2 ring or screw shank nail-minimum 10 Built-up header(2"to 2"header with�" spacer) (inches) /2, /, /2 and/ I2/ga. (0.099 )shank diameter alarms shall be installed at all locations shown on the plans. "•," , I6d box(3 y2" x 0.135 ) 12" o.c. each edge face nail P / p 5-8d box(2 y2"x 0.113");or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 14 6 8 8315 CARBON MONOXIDE ALARMS, Install at all locations d,,,"o,�, •:,,:u,;; � �.�� 11 Continuous header to stud 4-8d common(2 4" x 0.131 );or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1Od box(3"x 0.128") 3 i 6d common(2".x 0.113 )nail f 1 /long ring-grooved underlayment nail 6 6 R31-1 WOOD DECAY PROTECTION, Lumber specified In the plans ['I ,i` as pressure .T) shall be In 30 -/2 ` 6 12 ttreated (Ph �h'• °- .f ;`' 16d common(3 y2"x 0.162") 16"o.c, face nail (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 - •„ „ „ • i9 ++ _ ++ ++ „ f 2 accordance with AWA UI for the Intended use and location. 12 Top plate to top plate 1 O box(3 x 0.128 ),or 31 /2 1 8d common nail(2 4 x 0.131 ) 6 12 Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless 3 x 0.131 nails 1Od common 3 x 0.148 nail;or pp greater ;-i�,..+f ' 6 I2 � ,t 8d 2 4 x 0.131 deformed nail o.c. ace nal „ „ steel, silicon bronze, copper or 1/2" diameter or 32 1 �" - 1 y4" Particleboard steel bolts. O'^ • ( ) 9 4dring-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL: Footings and foundations shall rest on ► 8-I6d common 3 y2"x 0.162 ; or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soli with a minimum load-bearing value of 2000 DEL;ti FRED f�i,�:Y 1 7 2C�3 Face nail on each side of end joint t „ psf. Visually graded so►Is that have this Toad-bearing value I2-16d box 3 Y("x 0.135" or „ 1/2 galvanized roofing nail, 16 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-10d box(3" x 0.128" ;or (minimum id lap splice length 33 %" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 y4" Ion 3 6 8 3/8 IncludeceGavel;SH SP-sand and y gravely sand;SM 4 5G-slltd ( ) each side of end joint) p g g Staple 16 ga., 1 y long, crown 3 6 � y 9 9 y y 12-3"x 0.131"nails 3 ,: ,: an clayey sand. Unsuitable subsoil material encountered 1 / galvanized roofing nail, /6 head i / 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced in-situ m 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. I y4" long 3 6 �' s s 3 with Y4" crushed stone to a minimum depth of 8 inches or AOBE. p g , g Staple 16 ga., I /long, /crown 3 6 P O � U) 16d common(3 y2" x OI 162") 16"o.c. face nail i „ d 1 yet'galvanized lsoofingTypestaplleor salvanized, 7 7 For SI: 1 inch=25.4 mm. R402.2 CONCRETE: Basement walls,foundation walls,exterior � Q � �.• Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing i „ walls and other vertical concrete work exposed to the 14 blocking(not at.braced wall panels) 16d box(3/2 x 0.135 ),or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum O !Z compressive strength of f'c-3,000 psi at 28 dogs. Porches, 3"x 0.131"nails 5 �� d 1 /4" galvanized roofing nail; staple galvanized, pr' g - p y • O �• 36 / gypsum sheathing s ++ s ++ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage i 1 / long; 1 / screws,Type W or S g P P Bottom plate to joist rim joist band joist or 3-I6d box(3�"x 0.135");or 3 each 16"o.c.face nail floor slabs shall be air entrained stone concrete with a O 15 2-16d common(2 Y x 0.162 ) or 2 each 16"o.c.face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of fo=3,500 psi at 28 days. Q blocking(at braced wall panel) „ c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Q IL m 4-3"x 0.131"nails 4 each 16 o.c.face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations i O Q t- 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e, O z = 37 4" and less 8d common(2%"x 0.131 )nail I. . to a minimum O � - .� d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O X - 4-8db0x(2�"x 0.113"); or 0 - 1 3-16d box 3 V x 0.135 or 2 „ _ 8d common(2 4"x 0.131")nail;or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. 0 O �- O ( �� +�)� 38 / 1 „ 0 „ Hardboardunderlayment hll fCPA/ANSI A 14 6 12 R404.1.1 BACKFILL, B • Brace top shall not be placed against m H !Y Z Toe nail deformed( x .120 )nail f. aroarshall conform to 35. foundation walls until cured a minimum of'1 days.4-8d common(2%"x 0.131");or 8d dfd2 V2y p 4-1 Od box(3"x 0.128"); or IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind spece is less than and bottom of wall during backfill placement. 0 O tL 4-3"x 0.131" nails LU 39 tL I y" - 1 y4" ,: 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using l , O O 16 To or bottom )late to stud 8d deformed(2 y x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber v Top I the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer y Y2" h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVL)shall have a minimum Fb=3,100 psi and modulus J < 0 Id � 3-I6d box(3/ x 0.135 );or Y g rY � Q.. 7 Z E=2.0 x 10"6. W 2-I6d common(3 y2"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. Q v til End nail 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q W U Z 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum 0- I (U No. 3,standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 3-10d box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter lar er than 0.142 inch but not lar larger than 0.177 inch and 100 a,b,e << ( ), g g WALL SHEATHING USED TO RESIST WIND PRESSURES R702.3 GYPSUM BOARD, All Interior walls to be covered with)z E-- OL 17 Top plates, laps at corners and intersections 2-16d common 3 4"x 0.162" • or Face nail sum board;toped,s ackled and pointed;unless otherwise ( ), ksi for shank diameters of 0.142 inch or less. gypsum p p p Z = 3-3"x 0.131"nails 2 noted on plans. 69 b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V (� MINIMUM WOOD MAXIMUM PANEL NAIL Q ,: ,+ inches on center a R7o3 3-8d box(2% x 0.113 ); or c. Nails shall be spaced at no more than 6 nc es c e at supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„ir .3 SIDING: Exterior wall covering shall be vinyl siding tested _V d. Four-foot b 8-foot or 4-foot b 9-foot anels shall be a Iced verticall STRUCTURAL WALL STUD SPACING m h by the manufacturer for use In high-wind regions and Installed J Q QOL 2-8d common(2 4"x 0.131");or Y Y p pp Y PANEL ( p ) with fasteners In strict accordance with the manufacturer's O z 18 1"brace to each stud and plate " ,: . Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). PANEL SPAN SPACING 2-lOd box(3 x 0.128 ),or P gPenetration THICKNESS Edges Field Wind exposure category Instructions for higgh-wind regions. Use stainless steel Halls for N Q O £ For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g Y fasteningvinyl sidle on buildings located wfthtn 3,000 feet of 2 staples 1 3/" p g g g pp (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocen line. g � inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box 2%"x 0.113" 6d Common 1.5 24/0 / 16 6 12 140 115 110 g ( );or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 y2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1"x 6" sheathing to each bearing . Face nail Douglas fir-larch No. 2 or better. 2-lOd box(3"x 0.128„),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1"crown 16 a. 1 %4" long sheathing shall conform to ASTM C 208. ,: 1.75 24/16 %6 RSob ROOF VENTILATION, Soffit vents shall be provided with a p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: MAY 2023 3-8d box 2 y2" x 0.113" or vented space within the soffit. Attic is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R�1052 ASPHALT 5HIN6LE5t Asphalt strip shingle wrappers shall pp Y g q g g g p g P � �' � 9 PP 3-10d box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be, labeled to Indicate compliance wi ASTM D-'1158 Glass 6 " „ 3 +: p p q Y p p or H,or A5TM D-3161 Glass F, and shall be fastened to NOTES 3 staples, 1 crown, 16 ga., 1 / long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 , PP Y g g accordance with the manufacturers Instructions to achieve 1"x 8"and wider sheathing to each bearing Face nail p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 g g Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel cellae oast in accordance with this schedule provide two toe nails on g• P p g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of • 4-8d box 2�"x 0.113" or the opposite side of the rafter shall not be required. g q saltwater. ( )� Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%"x 0.131");or j.' the opo 1 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY: All combustion air for factory-built 3-1Od box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling I 4 staples, 1" crown, 16 ga., 1 4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING ro � 1 1 JOIST DETAIL Plate nail-16d(0.135' x 3/2")at Load bearing or bracedshear wall -711 above(must stack over wall below) 1 Plate nal, 16d(0.135 x 3 Y2") 12"on-center Load bearing or braced/shear wall above Plate nail, enter 135"x32"> 7 " _ 1 ALLOWABLE HOLES - TJI Joists at 16"on-center at 16"or-center When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- Blocking panel: 1/e"TJg Rim Board, 1 (must stack over wall below when present) 9 9 16' on-center 8d 0.131"x 2/z at 6"on-center ® g j No load bearing trim sheathing tongue at rim board ' " 4"TimberStrand LSL or TJI Dist. Z Blocking panel: Web stiffener ( ) wall above 14"TJ®Rim Board, 14" Plate nail-16d(0.135"x 3Y2") Min.distance from Table A Min.distance from Table B 1y"hole may be cut Q required on both Web stiffeners required on Blocking panel: anywhere In web out- TimberStrand° LSL or at 16"on-center* q 2x4 minimum Web stiffeners DO NOT sides at A2W ONLY both sides at A3.4W ONLY 1/"TJ®Rim Board, side of hatched zone V TJI®joist Floor anel nail- Sheathing squash blocks required each side ® cut or notch flange. J P 14' TimberStrand LSL 1 „ * boundary nails, at B3W ONLY 8d(0.131"x 2/z")at 6 on-center 1 g or TJI®joist ' • 8d(0.131"x 21/2")a 1/a"TimberStrand � Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y,s"-, Web stiffeners 6" O •° 0 O 6• Z required on both 0 nail ' • each side at A3._W ; B1 B1 W q Toe nail, Toe nail, Toe nail-10d(0.131" sides of both joist g" L, 2 x D, D, Closely grouped round L2 2 x L2 D2Zd 6" 6" 14"TJg Rim Board A3/A3W When sheathing holes are I@ ( x 3")at 6"on-center ends at B4W ONLY No field cut minimum permitted if minimum No ut Do not cur � 10d(0.131"x 3") 1 Old(0.131 x 3") TJI rim joist only)or thickness exceeds 7/" 12' Web stiffeners required DO NOT holes in (applies to all holes the group perimeter Q at 6"on-center at 6"on-center min. q End of joists at hates to notes target ® trim sheathing tongue J cut holes!n cantilever hatched except meets requirements for hatched + U- 14"TimberStrand LSL. 9 9 3 on both sides at B1 W pt knockouts) q than 1/"in For rim board thicker than 1/a centerline Web stiffener TJI®rim joist at rim board reinforcement. Zones round or square holes. zones cantilever 1 and B2W ONLY Q Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support 11l required on both) Must have 13/4"minimum * Install ro er blockin to nail.Top nail from TJI joists into rim board. Table A - End Support W sides at Al W ON LY at 6"on-center proper 9 Blocking panels may be required pp F- Al Al W* A2 A2W* joist bearing at ends. Attach 8(9(919 * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear B3 63W with braced/shear walls above or 64 e Minimum distance from ed a of hole to inside face of nearest end support Z arim joist per A3 detail. nail from side of parallel closure into rim board. walls above or below-see detail B1 O e below-see detail B1 O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 e * DEPTH TJI® 2„ 3" 4" 5" 6/ 7" 9/, 11" 13" 2" 3" 4" 5" 6Y" 7" a�/e" 11" 13„ `For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board Nall through 2x cantilever,wood backer and " m O O O O Details and Installation in Weyerhaeuser Installation Guide 1 g g - 110 1'-0" 1'-6" 2'-0" T-0" F-0" 1'-0' 1'-6" 2'-6" T-6" 4'-6" N 1 " • 1174 Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1/a"TJ Rim Board or 1Ya"TimberStrand LSL. Blocking TJIO joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-s" 2'-s" 3'-0" s'-s" 1'-0" 2'-0" z'-s" a'-o" 5'-0" for Floor and Roof Framing,TJ-900 1. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. sY" 1!- ( ) panel 1 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" Q -� top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3y")nails with 3/2'TJI® 360 1'-s" z'-0" T-0" 4'-0" 6'-0" 1,_6« 2,_6« 3,_6« 5,_0« 5,_6« with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'-0" 7'-0" 2'-0" T-0" 4'-0" 5'-6' 6'-0" V-0"length of TJ 10 joist 8"diameter maximum hole for 117/"- 1 14"TJg Rim Board 1/a"TimberStrandg schedule. 110 r-o" r-o" r-s^ z•-o" r-s" 3'- " •-s^ 1'-0^ r-s^ z'- ^ r-s~ a'-s~ 5'-0° s•-o~ # (- reinforcement and filler 16"deep blocking panels;6"diameter 210 r'-0" r-6" r-0" 2'-0• T.0" T-s" 6'-0" r-0" r-s" 2'-6" T-0" F-0" s-s~ 6'-6~ 9 8"diameter maximum hole for 11/a block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d 0.131"x 3" nails, Attach reinforcement to joist 11/e' 230 1-0" 1'-s" 2'-0" 2'-s" 3-0" 3'-s" s'-s" 1'-0" 2'-0^ z'-s" 3'-s" 5'-s^ s'-6^ 7'-0" 4'-0"length of 7 "_ ( ) - „ 7 one each at top and bottom flange. 1 360 1'-6" T-0" T-0" 3'-6" 4'-6" F-0" T-0" 1'-6" 2'-6" T-6" 4'-6" F-6" 6'-6" 7'-6" (� Y4"reinforcement on 16"deep blocking panels;6"diameter with 9y and 11/ TJI® or shorter than 12"long. with one 8d(0.131'•x 22 ) 8"diameter maximum hole for 11 one side at E2,both Attach reinforcement tc joist nail at each corner 560 1'-6" 2'-6" T-0" 4'-0" 5'-s" 6'-0" 8•-0" z'-6" T-s" 4'-6" F-6" T-0" T-6" 8•-0' 7 maximum for blocking panels 9Yz" joists. Do not cut flanges. 1 F1 applies to Web stiffeners /8"-16"dee blocking panels;6" 110 r-o" r-0" r-o" r-0" rs" r-o" T-0" s'-s" r-0" r-o" r-s" z'•o" T-6" 4'-0" 6'-0" 8'-0" p g P sides at E3 deep or shorter than 12"long. with one 8d comer x 2/2") Horizontal blocking uniformly 210 r-o" r-o" r-0" r-6" 2'-0" r-6" 3'-6" s'-o" r-0" 1'•0° r-o° z'-s" a'-o" a'-6" 6'-6" 8'-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJg Rim Board 1Ya" nail at each comer panels between each loaded joists 1a' 230 r-o" 1'-0" r-o° r-6" r-s" z'-s° a'-o" T-o" r-0" r-0" 2'•0" T-a' 4'-0" s-o" T-0" 9'-0" sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrandg LSL.Nail with joist.Nail to top plate with only. 360 1'-0" 1'-0" 1'6" z'-s^ 3'-s" a'-o" s'-s" s'-o" 1'-0" 1'-s" T-s" 4'-0" 6'-0' s'-6" 8'-0" 9'-6" 12"long. ( ) 12' length of/ connections equivalent to Wood �' ��` 10d 0.131"x 3" nails,one 3 � 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-0" Y'6,-1 Do not cut flanges. IV'TJg Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a���ae� °\`l� 210 1'-0° r-o^ r-o° 1'-0^ r-o° r-s" z'-s" 3'•s° s'-0" r-o" r-0" 1'.0" r-o" 3'-0" T-6" 6'-6" 8'-0. 1 r-o" O \ TimberStrandg LSL. Nail with one side at E5, e5 t�t�\e dg° 16„ 230 1'-0" 1-0^ r-0" 1'•o" 1'-6" 1•-s" T-0" a'-o" T-0° r-o" r.o^ 1'-0" 2'.0" 3'-s" 4'-0" T-o" 9'-0" 10d 0.131"x 3" nails,One 12"length of 3/" L�� g( Ga \Oa 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-s" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" ( ) : Attach reinforcement to both sides at E6 ��ti e� each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Ga�ti� \r ��\o� 560 1'-0" 1'-0° r-o" I 2'-s° T-0" 5'-0" T-s" 10'-0° r-o" 2'-0" 3'-0~ a'-s" s'-s" T-o^ 10'o" 11'-0" 1 z-o" blocking between at ET both sides at E8 F1 \e°g �� I 10d(0.148"x 3")nails at 6" 9 a" s" s" 7^ e^ to•• 1z" 15" 17" a" 5" s" r' s" 10" 1r• 15" 1T' On-center,clinched. Use 2 J iso 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'6" 10'-0" 1'-0" 1'6" 3'-0" 6'-0" 10'-0" 11'-0" 13'-6" Attach reinforcement each joist 560 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-6" T-0" 1r-0" T-0" 3'•6" 5'-0" 6-13-1 " 11'-0" 12'-0" 14'-s" 2x4 minimum to joist flange with `L� to rows with 9 "and 117 " E7 E8 PLess than 5" 1a•' squash blocks Yz /a Less than 5" q p° 8d(0.131"x 2%")nails at 6" a��� TJI®joists. 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-s" 1'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 1Y8"TJg Rim Board or 2 ���� on-center.When reinforcing E5 E6 Gar)*: WEB STIFFENER ATTACHMENT 560 1'-0" 1'-0" 1'-0" r-o° r-o" z'-o° a'-s" s'-o° 1r-s° 1'-0" r-s° 3'-6° s'•o^ r-o" 1o'-s° 13'-0' 14'-6° 1s'-o° CS Use 2x4 minimum squash blocks to g Face in a� �/%"minimum 1Ya"TimberStrand LSL. R` both sides,stagger nails. transfer load around TJIg joist E1 E1W Nail with 10d(0.131' x 3") O O horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1• 23/"maximum Table B - Intermediate or Cantilever Support nails,one each at top and E2 E3 (1Y"for TJIg Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su port bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJIg joist blocking with end Web stiffener both sides. DEPTH 2" 3" a" 5•' 6Y," 7'• e'/," 11~ 13- 2" 3•' a•• 5" 6Y,•• 7" a7/•' 11" •t3•• adhesive to all blocks installed at Y3 joist-span Flush bearing plate required. Structural exterior sheathing locations using See sizes below. *With point load from above,and no support 110 2'-0~ 2'-6" T-s" 4'•6" T-s" 1'-s" z'-6^ T-6" 5'-6" 6'-6" Hanger height must Double TJIg Joist Filler Block: Hanger Backer Block:Install tight Maximum 4"overhang contact surfaces 1 * below,install web stiffener tight to top flange 9y2" 210 T-0" z'-s" T-s" 5.0" 8'-0" 2'-0" T-0" 4'-0" V-6" 7'-6- be a minimum of 60% g g Flashingtwo 8d(0.113"x 22 ) Tight fit 230 z'-s" 3'-0" a'-o" F-6" 8'-s~ Attach per the table.Clinch to to flange(tight to bottom permitted at beam. g (gap at bottom flange) 2'-0" 3'-s" a'-6" T-s" 7'-6" ofjoist depth P p g ( g P � nails or 360 3'•0" 4'-0" 5'-6" 6'-s" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" nails when possible. flange with face mount hangers). Treated 2x_ �Sy 212"screws, ® Depth Minimum Web Nailing Requirements 560 T.6" 5'-0" 6'-0" z'-s" 10'-0" a'o" s'-s" s'-s" s'-o" s'-o" Clinch nails when possible. , ledger �3�°�y mak' typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-o" 1'•0^ r-6^ z's" a'-o" a'-s~ 8 s^ r-o^ r-s" r s• a'-o^ r-o° T-0" End Intermediate 210 1'-0" 1'-0" 2'-D" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" T-0" T-0" 4'-6" B'-0•' 8'-0" t0'-0" F•:M.. See fastener ® 110 All s/8"x 2V16"1) 117/," 230 1'_0" 2'_0« 7_s" 3,_6" 5,_0" S-6" 10,_o• 1,_0« 2,_6„ 3,_6« S_0« 8,_s" y,_o„ 10'_6., 1Y"TJ Rim Board or 1Ya" table below.Maintain 3 „ 5 „i„ 8d 360 2'-0" 3'-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0^ Top mount TimberStrandg LSL. 210 All /a x 216 hanger a distance(minimum)from 230&360 All 7/"x 2Y16"") (0.113"x 2%") 3 3 110 1 0" 1'-0" 1:o" r-0" T-0" r.6" 14'-6� 8'-6" 3'-0" 1=o° s'o" z-s" 1s-o° 1s=o° 19=0° 1z'-o" g / edge of ledger to fastener. Ox fistrapping 2. installed atY3 16d z10 r-o° r-o~ r o° r-o" r-s" 3'0° s'-8^ s'-s" r-0" r-0" r-0" T-6" F-o" T-0" 10'-0" 13'-0' Backer block 2) Face mount joist-span locations using two 2 560 All 2x4 + 14" 230 r-o° r-o" r-o° z'-o" 3'-6" a'-o° s'-o" 10'-6" r-o" r-o° r-s^ a'-o" s'-s° r-s" 11'-0°113'-6- y both sides of web Allowable Load Ibs) 1 „ (0.135"x 32") hanger 2 screws per joist,typical 360 r-o'• r•o^ r-0" 3'-6" s'-s^ s'-o" e'-s" 1r-s" r-o' z'-o^ a'-o~ 5'-6" s'-o^ 10'-0^ 12'-0^ 14'-0^ with single TJIg joist Fastener 1Y4"TimberStrand® 1Y8"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0~ 1'-6" T-6" T-6" 6'-6" 9'-s" 13'-6" 1'-0" 3'-0^ F-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board Option#3: 20" „ 16d 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of YZ"lag bolt 610 ago 5600 h) 2x4 , „ 230 r-o" 1'-0" r-o" r-o" r-s" z'-o" a'-o" 6'-6" 1r-0" 1'-0" 1'-0" 1'-0" 2'-6" F-0" s'•0" 10'-6• 13•-s" 16'-6" hanger do not lateral) support at With top mount hangers,backer block required only Directly applied ceiling 22" (0.135"x 3/z ) 6 11 1s H 1 9 Y pP H2 H3 24"'" 6 13 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'6" 10.0« 13'_6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-s" 13.0« 14,_6" 1 T'-0" 3 a for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. least 8"of TJI joist to flange O PB1 1 P 9 LA O When specified or the layout,one of O sso r-o" r-o" r-o" 1'-0" z'-s" 3'-s° T-o" 1r-o" 15'-0' r-o" r-o" 3'-s" s'-s" s'-o~ 10'-0° 1a'-s" 1s'-o° 18'-0" (n conditions.For nailing requirements see page 5,TJ- O (1)PSI or PS2 sheathing,face grain vertical v the bracing optiors above is required ` 9001, Weyerhaeuser installation Guide for Floor and (2)Construction grade or better a" s'• s~ 7" a" 10•• 1z" 1s~ 17" a" s'• s•' 7•' e'• 10" 12" 1s'• 17•• v Roof Framing,TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJIg 560D Joists 1a" 360 r-0" r-o~ r-0" r-6" T-0" 6'-0" 9'-0" 15'-0^ 4'-0" F-6" 9'-0" 14'-6" 16 '-6 " 19'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" T-0" V-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'.0" 8'-6" 11'-6" 16'-6" 18'-0^ 20'-0" BEAM DETAILS FASTENING of FLOOR PANELS 20„ 360 1'.0" 1'-0" 11-0. v-0" v-0" 3;0' s'-o" 11'-0" 15'-s" -0" 1'-0" s" a'-o" 7' 1z' 16-s" 19' z1'.o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'.0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" F-6" 12'-0" 16'-0" 1•-0" 1'-0" T-0" s'.0" F-6" 14'-0" TJI®(+1(ZI Rim Board iy" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. BEARING FOR DOOR Nail Size 110,210, 360 and X8"TJ®Ri 1Y4• TimberStrand®LSL Microllam® Parallam® 9Y2'•or 14"or 18"or 14"or 18"or ' BEAM TO BEAM BEARING AT Depth 9/z"or 9�"or 14"or � •, • Leave/"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. Z 1 � and 230 560 Board TimberStrand®LSL or wider LVL PSL 7 14" r r 11/s • Tables are based on uniform load tables in current design literature. Q Z Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/a" 11/" 1s' 11/e 1s" 20" 1s" 20" } 8d(0.113"x 2Yz"),8d(0.131'•x 2Yz') 4" 3" 6" 4" 3" 3" Y Filler Block++i 2x6+%" 2x8+3/" 2x6+Y" 2x8+%" 2x12+y" Two Two Two -I't O 11.1 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - 43 Z W 1/s"TJg Rim Board or Strap per code if top plate 10d 0.148"x 3" ,12d 0.148"x 3Y4" 6" 4" 4" 4" 4" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the Joist span provided that no other holes occur in the joist. t n - 1/a"TimberStrand® LSL or is not continuous over ( ) ( ) Cantilever 2x6 2x10 v blocking for lateral support header 16d(0.162"x 3Yz") 6" 6" 4 a g^ g 2x6+%" 2x10+3/" 2x6+Yz" 2x10+y" Not �Q r O Z Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable �' O Z Q (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams 1uu1� (L t' 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(+) ® < -ll l O W Strap per code if top :f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. �.55E TimberStrand LSL Headers and Beams p- O (Detail F1 5/"or%" 3/4'or r/" '/"or 1"Net 2x6 2x8 2x12 11 J (�/ -1 !,- Q plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y='and staggered. Q/ j� __IW_ over column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the a O X Q < Top mount 4 Can be reduced t0 4"On-center if nail penetration into the narrow edge is n0 more than 1 %"(t0 avoids linin (1 If necessary,increase filler and backer block height for face mount hangers and maintain%"gap at top ofjoist:see detail W.Fillerand backer largest hole(minimum) hanger ( ) p g 3 splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backerblocks and 24"minimum for ffllerblocks). _^ Q I� < Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /'(to avoid splitting). %depth Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor fl--\! X L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. 0 0 0 ■Nailing rows must be offset at least Y2"and staggered. 0 0 0 1.55 E TimberStrand LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of V into the TJI 0Joist or rim board is achieved. o o ■Maximum nail spacing for TJI®joists Is 18"on-center. Joists must be laterally Supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9ya"-9yz" 3" Multiple-Member Connections for Top-Loaded Beams ® - a rim board or rim Dist. g„ g° „i"-,1 r�" 3%" TJI joist framing does not j Fastener Installation Requirements � g 14"-16" 4s/" require bridging or mid-span Piece #of Fastener q g g P E1 General Notes See illustration for allowed hole zone ,......tr-, Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking Allowed hole zone suitable for headers and beams with •�a,,,r* .+' r-,' t, O" .. •1. sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. ,• • BEARING AT 10d nails 3" 312' they • '*�;"5"r+ ,`~ )�' ' 's' 12" side so they fall halfway between • Round holes only COLUMN 2 12d-16d nails 3 Y4 2(2) One side fasteners on the first side. • No holes in headers or beams In plank orientation. :, Screws 33/"or 3Yz" 2 24" ' ' '�' ,•� R 10d nails 3" 3i2) DO NOT bevel cut joist 2 • 12" Both Sides Other Trus Joists Headers and Beams beyond inside face of wall. AlO Rim board joint ,: 12d-1 d nails 3 2 Microllam® LVL B 3 Y4' E2 between joists DO NOT overhangseat cutsC•. ' ,•� , 13/" 3%"or 3Yz" 1.3E TimberStrandg and Parallam°PSL •.. Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Screws 2 24" Load must be applied evenly across j' y depth d,".< •.« rpt, 5" One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) Verify column capacity 10d nails"' 3" 3121 connections for side-loaded beams. DO NOTcut,notch ordrill One side 1 and beam bearing 12" holes in headers or beams c�LD ��Ili 7 223 L5 12d-16d nails"' 3 4" 2'2j (per ply) except as indicated in DELI C L r length.See current 4 d P Weyerhaeuser literature. 5"or 6" Both sides a r. 7:o Illustrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° ° 6%4" One side L6 form a header or beam of the required size,up to a TJI®rim joist • •�•'• Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1%"TJg Rim Board or 11a" Parallam®PSL Screws 2 24" L3 Header or Beam Maximum Round 3y" 2 6 3/4" One side 1 - O TimberStrand® LSL. allowed a%(span a Depth Noll Size lD /2 bolts 8" 2 24" 52„ 13/„ QO � •� (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPrm. L1 d 1.3E TimberStrands LSL allowed hole zone d T •� B1 Y4"-20" 2" COLUMN D ETAI L,3" (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone 13 (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. General Notes Q B2 I ~ V! ff) BEAM ON . Allowed hole zone suitable for headers and beams with uniform loads only. Q= COLUMN CAP NAILING AT BEARING (FLOOR) LS • Round holes only Q tB B3 • No holes in cantilevers. O Q • No holes in headers or beams in plank orientation. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist , 1%"TJ®Rim Board or (Load bearing wall above) 1'/a"TimberStrand® LSL. Joist may be shifted up to 3"if O Use B1 or B2 at WARNING ' One 10d(0.128"x 3") floor panel edge is supported P B4 intermediate bearin s Q ds 0 0� � Z One l e 0.1 id x rive nail into each flange g Joists are unstable until braced laterally O O ( and span rating is not exceeded. m O Ir- nail each side.Drive with load bearing or nails at an angle at Do not cut joist flanges. braced/shear wall y ZIL P1 least 1Y2"from end. Plumbing Drop from above Bracing Includes: 00 a to O '� O End of joists • Blocking • Sheathing • Strut Lines 0 4 X I,_ at centerline • Hangers • Rim Board • Rim Joist �--� 3Y2"minimum of support L2 JX < Q COLUMN BASE 13/4"minimum end bearing g Also see detail B2 intermediate bearing IU single-family applications 54"may be required ? iz for maximum H1 tC < V Z Shear transfer:Connections equivalent capacity O O r te - < UJ to floor panel nailing scheduleILI z X Rim to TJIg Joist O � d `� n ,,.:.,,,:� O • DO NOT walk on joists DO NOT walk on joists DO NOT stack builditng J OL .':? :.:'. 1Ye"TJg Rim Board TJIg 560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed Z N � 1 Additional joist is required if Y g 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o INJURY MAY RESULT. joists.Stack only over V P2 7JI®110 rim joist: nails,one each side of or if span rating is exceeded. !• : 'a. WARNING NOTES: beams or walls. +�- One 10d(0.131"x 3")nail TJI®joist flange TJI®560 O Exterior Deckj' LA DO NOT use sawn �L o Lack of proper bracing during construction can result in serious ^ �Q into each flange floor joist Attachment /umberforrim 1-1 TJI®210,230,and 360 rim a'= Structural accidents.Observe the following guidelines: O Z INSTALLATION TIPS O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®oists must be completely installed and properly nailed. IL 0) O Q •`•' sheathing ' g. g j pp j ' p y p p y ELEVATED joist: r g Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be IL O j o as it may shrink •Subfloor adhesive will improve floor performance,but after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the ba m COLUMN BASE One 16d(0.135"x 3y")nail P P O 1%"minimum bearingmay not be required. p g p ry p ( g) 1 Y into each flange Y q o Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Locate rim board joint between joists. ° Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJIg joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 14"TJg Rim Board or 14" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coaRing on this DATE: MAY 2025 ```: •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of Califomia partitions,space joists apart the width of the wall for Bearinglate to be to cause cancer.For more information on Proposition 65,visit w .cam/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or rout Drive nails at an g P ( Pp ) of wall or beam I-JO15T DETAILS 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1)z"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnstaiiation Guide, TJ-9006, which should be referenced for additional information. A == 15