Loading...
HomeMy WebLinkAbout49455-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �w 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#: 49455 Date: 7/7/2023 Permission is hereby granted to: 2nd Generation Prop LLC 230 E 85th St New York, NY 10028 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 70 Wildber Ln, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-12.7 Pursuant to application dated 5/9/2023 and approved by the Building Inspector, To expire on 1/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,062.80 CO-NEW DWELLING $50.00 Total: $3,112.80 4--__ Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Ott s://w +w. uthotdtow"-mgov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �' E 11r� y PERMIT NO.. L q-5� Building Inspector-........ n : ..��......... MAY 0 9 2V3 Applications and forms must be filled out in their entirety. Incomplete ED applications will not be accepted. Where the Applicant is not the owner,an BOUI G DEK Owner's Authorization form(Page 2)shall be completed. MWOFSOMOLD Date: J JoZ 3 OWNER(S)OF PROPERTY: Name: TS M # 1000-Project Address: Phone#: _ Email:m�, OL, c4m Mailing Address; CONTACT PERSON: Name: _L _1�✓e..: Mailing Address: 6 U7 04 117SI Phone#: Email ? �_._....W_ �' � . .�.. .. . � ..,!+ DESIGN PROFESSIONAL INFORMATION: Name: rvC Ell S Mailing Address: 07, Phone# Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone# ___ ...-.. ..... ..T ._ Email: ...- c �.�......... DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Probe ._. ...�.w ..... -.._ .- _ �...... ... � Project: Other ...... .- .......... Will the lot be re-graded? l' Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION ... _.......m --.._.—. ......,�_m._ . Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ffEltl) Dr" ® ❑Authorized Agent Plowner Signature of Applicant , m Date: 3 STATE OF NEW YORK) SS: COUNTY OF L" ) .,w- 2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20-5 W/Z�- F 01 Notary Public MIODALIA A ROQUp NOTARY PUBLIC,;STATE OF NEW YORK PER E RIZ QUALIFIED INSUF'FOLKCOUNTY NO�O1806173781 (Where the applicant is not the owner) COMMISSION EXPIRES residing at do hereby authorize _to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sil-;nature Date ._..._..�.............. Print Owner's Name 2 SUffoik county 1)ept"'of „ Labor,Lic,saisineg&COn.s rnorAffairs HOME IMPROVEMENT LICENSE Perna DARIUSZ IVIROCZKOVN.SKI BushleSs[sale s certifies that t,hp 'rer is duly licensed Rush Builders Inc :he County of suffolk L ucense Nurrrber,N-56308 t�osaPis�l�eac�o Comrnissfaner issued, 01105/2016 ExPPres 01101(2024 i��; r +pi°x fir, r Ir�pyl,i f ✓ t r�i AI / / ai t F ,k ... f � �, � _... • ...e. .._. �J y �F n v w" ._ _ .. yyp (v�° V79 r�oi�� r� A USr "y0 rl✓� 1'�.. � � p fiyr �n� r�� .3% WIng ggqyyy ✓�- U v I (. � CA J lf �"7/r. i yy � qi",R � fel "✓�, J�"' f�r J,.��,'em dr" h •"n yy q 4 iN u„ &5A tl� Q If !Inn wti dr 4y �r�br �� '�ndmmi • �'u � � r�%db ID r Fig w' tFes. y � F� grd rNfr� v m P 9' 4 E. i d " 44wii' 4�7 p d2 �fId7l`idl1 a l� r ,ry �1 C2 CA �r �Y ` s� Yr �> O"fir 3AD 04e � ri m'Mm cq 4-4 Ell c} C X r-H do IRON, 0, N� FAQ dll�fr�� +rt 1� ��r�4 �,�� � p, �'� •4� � �} 1�`fir 4n4 a " rJ r MEMO Vi cd two kir cis 'a",Dqq :� lly r albIk." 1 �ffy fS �V. h, Go W GO W..� M.;ik4fj;�y �" H '•'Y;;,, � � C.� � �_ Iib k.�t .� �d��4 �"�hJ✓"r ,.. Cd �WAF„ 1�da 4'�d'�°, ��� py p�•• � � c4.+�ry��"'r*Ird�P� µrye B iPJ° 1 ��By dray 4 •,+ dr< it yrl ., a�,�,r P�d r d�°5, yye^µ$"�r� d`i i, ,sir Edi ��`"* pp y��j1. wd ��� ,., 1 ,r r. i' Nl;•" ��;% w, i ' „t: aril ¢f,r°:.. .Y ,�;;.yt g �;iv r” r 4. P "' P r� '�`q.„ r.,.r A� rql, 1' i ti, l r ✓z�,r r F s� / �x �r.' ;rw„ °:w "ttdr ��,✓` ,� y r� � I�d".r � r �n„���d �/i/�V� .��z f"Ir � r�/ 4r .;� a' �ro�'yr 1”" ,„ r� a rldP l' �r r`�: ✓r i < t"d a� yr�a 'Nyr ��vry Xd M PP W Tq' �`✓RYF .ary tm�',� " y�� r t t dx 1' w m j Y l Y 9Y /, "�'.r ! �' r �r f .dtiY V- i �. �r" 4 u dq W�Y „~ �C4F�����y k � .a,.� Y „ y �'� n��v+ ""Y r d�~Nrl �i p i w✓"� g �� nra « 6 Y F u d ,✓��u M rm � dr �N � ""vW� 3 " ,�m d✓ � 'M �io- rd � ,�,� ., m 5" �r,,e ��r 1rY 1 y `'�i A' J r„ ✓°„� �%;4�r�" ,,,n� I � � ±< w\ ny \ v G ::^ \ . r wad G»mw . y«a : � . . . . .z % dv4gx 4 � . . { , } ( , ( . ( } Policy Number: Date Entered: 3/31/2023 DATE(MMIDDIYYYY) A�O CERTIFICATE OF LIABILITY INSURANCE 3/31/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER AMEA T Dynamic Coverage Inc PHONE 18 Silver Beech Lane E (631)369-6098 t�Rep (631)369-5889 _8. Beth@Dynamiccoverageinc.com Baiting Hollow, NY 11933 GDRE'5i .. .w ._ ....... INSURERS)AFFORDING COVERAGE & NAIC 0 .» .......,,_,.W......... __ _,_.... NH��fRER A,Evanston . .m.....-..._ ......�.,. .. INSURED Rush Builders Inc, INSURERS: INSURERC-, . PO BOX 309 Islip, NY 11751 INSURER E: _. .__ M._.. _ ...........Vw.......... 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. WNW ......... ..... AL1dLISLIN --...---._,„mm,...,.�.�. PGL "YEFF...... P P �.�._................,-..w...,�,...�,..,,..,...:..,.,.., ....,....,. --....-....,.. LTR_ TYPE OF INSURANCE POLICY NUMBER MMlODWYYXK M K LIMITS Pa COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S1,000,000 CLAWS occuR 3AA573292 1s�zDzz /6/2023 I�W�tzE, . � 1 mm..100,000 .. ....�. .. .-._......... . GEJ.�._ ...�............ .. n._ PERSONAL&ADV INJURY $1,00016-6-0 N1 AGGREGATE LIMIT APPLIES PER: d NERAL AGGREGATE �s2,000,000 ^PRODUCTS............O...'—'7, ',---�__.._.... . PRO- , CMPIOP AGG I$2,000,000 POLICY JECT LOC i OTHER I$ AUTOMOBILE LIABILRY COMBINED SINGW F LIMIT `$ ANY AUTO BODILY INJURY(Per person) I$ OWNED SCHEDULED IcII AUTOS ONLY AUTOS V BODILY INJURY(Per accident)I$ HIRED ANON-OWNEDR1J4' fY AUTOS ONLY AUTOS ONLY (' a fentl $ UMBRELLA LIAR OCCUR @ EACH OCCURRENCE $ �- EXCESSUAB CLAIMS-MADE AGGREGATE $ W_.... I DED I RETENTWON S $ COMPENSATIONWORKERS ' N H AND EMPLOYERS'LIABILITY YIN STUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E L EACH ACCTDENT $ OFFICER/MEMBER EXCLUDED? ❑ N1Au (Mandatory in NH) p E.L,DISEASE-EA EMPLOYEE $ If yes,describe under ......... _.--..-- DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS W LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be ached irmore space is required) Location: 70 Wildberry Lane, Southold, NY CERTIFICATE HOLDER CANCELLATION' Town 'of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO BOX 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NFW Workers' CERTIFICATE OF INSURANCE COVERAGE a$rr Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW w_....... ........ PART I.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Ad- dress of Insured(use street address only) 1b.Business Telephone Number of Insured RUSH BUILDERS INC 11 LIVINGSTON ST 6318413234 BAYSHORE, NY 11706 Work Location of Insured (Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,wrap-up Policy) or Social Security Number 88-3134901 2. Name and Address of Entity Requesting Proof of Coverage _ 3a.Name of Insurance Carrier (Entity Being uted as the certificate Hoiden) Town of �taLihold Standard Security Life Insurance Company of New York PO BOX 1179 3b. Policy Number of Entity Listed in Box"l a" Southold, NY 11971 Z21348-000 3c.Policy effective period 9/812022 to 3/29/2024 4. Policy provides the following benefits: ❑X A. Both disability and paid family leave benefits. B.Disability benefits only. [] C.Paid family leave benefits only. S. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as de sc d above. Date Signed 3/31/2023 By (Signature of insurance carrier's authoHz GN represen,tafty+or NYS Licensed Insurance Agent of that insurance carr+eWj Telephone Number (212) 355-4141 Name and Tide SUPERVISOR—DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 56 is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid f=amily Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PD Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board(only if Box 4C or 5B of Part i has 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 with respect to all of his/her employees. Date Signed By {Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note. Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D8-120.1. Insurance brokers are NOT authorized to issue this form. 1018-120.1 (10-17) 1111 111111111111111111111111111110111111111111 NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysi#.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^A^A A A 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN BAITING HOLLOW NY 11933 ffmi%1 * SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX 1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435 870-7 134175 02/02/2023 TO 02/02/2024 3/31/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:lIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORE( STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK ST74 '74*1 NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:777172971 r, N L�( Generated by EScheck-Web Software J mplia nce Certificate Project 70 Wildberry Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,002 ft2 Glazing Area 27% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 70 Wildberry Lane Michael Orlando Southold, NY 11971 Universal Realty 516-238-3946 universalrealtyli@aol.com Compliance: 4.2%Better Than Code Maximum UA: 783 Your UA: 750 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Enivel0 e Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 116 30.0 0.0 0.035 0.026 4 3 Ceiling- Hot Roof: Cathedral Ceiling 3,059 30.0 0.0 0.034 0.026 104 80 Wall: Wood Frame, 16" o.c. 3,759 20.0 0.0 0.059 0.060 160 162 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door 1: Glass Door (over 50%glazing) 333 0.300 0.320 100 107 SHGC: 0.30 Window:Vinyl Frame 701 0.300 0.320 210 224 SHGC: 0.30 Wall 1: Wood Frame, 16" o.c. 379 20.0 0.0 0.059 0.060 21 21 Door: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor-Cant:All-Wood joist/Truss 37 30.0 0.0 0.033 0.047 1 2 Floor:All-Wood joist/Truss 462 30.0 0.0 0.033 0.047 15 22 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,079 0.0 14.0 0.050 0.059 99 117 Depth below grade: 7.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 1 11 Gross Area Cavity Cont. Prop. Perimeter Window:Vinyl Frame 56 0.300 0.320 17 18 SHGC: 0.30 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 4/25/2023 Name-Title Signature Date Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Meld Verified Pre-Inspection/Plan Review value Value Compiles? Comments/Assumptions e lie .lil 103.1, ;Construction drawings .�.�. _.Aeede�...�m �..� ._...�.�_�� �m....___ ._� m sR .,��.�..�ww .........____.. wings and F u❑Complies ',Requirement will be met. 103.2 documentation demonstrate `❑Does Not [PR111 energy code compliance for the Not Observable 4 ,building envelope.Thermal ❑ envelope represented on r h❑Not Applicable r . ,construction documents. y 103.1, Construction drawings and Complies i Requirement will be met. ❑ 103.2, documentation demonstrate y ;❑Does Not 403.7 :energy code compliance for ^ [PR311 I lighting and mechanical systems. G❑Not Observable Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate !compliance with the IECC B Commercial Provisions.' 302.1, Heating and cooling equipment is Heating: a Heating: ;❑Complies 4Requirement will be met. 403,7 sized per ACCA Manual S based Btu/hr a Btu/hr :❑Does Not [PR2)" on loads calculated per ACCA Manual J or other methods Cooling: p Cooling: :[]Not Observable is ; Btu/hr Btu/hr ❑Not Applicable approved by the code official. i u � r e � Additional Comments/Assumptions: 1High Impact(Tier 1) Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 3 of10 pion [Plains Verified Field Verified �aect Re Foundation insP ection complies? Comments/Assumptlons .... 402.1.1 Conditioned basementR- a Value. Value Value e...,�wComplie � -� a s See the Envelope Assemblies [FO4]1 linsulation R-value.Where interiorsR_ I R_ ❑Does Not ,table for values. insulation is used,verification I I ;may need to occur during ❑Not Observable I l Insulation Inspection. Not l q❑Not Applicable required in warm-humid locations lin Climate Zone 3. I I l I 303.2 ;Conditioned basement wall '❑Complies Requirement will be met. [FO511 winsulation installed per o E❑Does Not � manufacturer's instructions.� I � w❑Not Observable r❑Not Applicable `C l l❑Complies See the Envelope Assemblies l 402.2.9 onditioned basement wall ft ft y [F0611 insulation depth of burial or o e❑Does Not ktable for values. distance from top of wall. tNot Observable l UNot Applicable 303.21 A protective covering is installed y ❑Complies (Exception: Requirement is [FO11,)2 to protect exposed exterior i ❑Does Not not applicable. insulation and extends a FINot Observable t minimum of 6 in. below grade. t ),,[:]Not Applicable l 4019 Snow-and ice-melting system E d❑Complies :Requirement will be met. [F1212 controls installed, r❑Does Not syn '❑Not Observable f UNot Applicable Additional Comments/Assumptions: gImpact _ �um Impact(Tier 2) 3 Low Impact(Tier 3) 1 I'Ii h (Tier 1) 2 Medi Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions &.R ....rr�.. 402.1.1, Door U-factor. U �, ' Co p u ... .... �.m_.�..�.� .. .....�, U �❑Colies See the Envelope Assemblies 402.3.4 !❑Does Not ;table for values. [FR1]1 r l Not Observable i s ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted q U- U- u❑Complies See the Envelope Assemblies 402.3.1, average). :❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable i 4 f tl i v u q u 303.1.3 U-factors of fenestration products'i, ;nComplies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC testrocedure or p k :,❑Not Observable ;taken from the default table. 4 n01\lot Applicable 2 402.4.1.1 ;Air barrier and thermal barrier E❑Complies Requirement will be met. [FR23]1 +installed per manufacturer's ❑Does Not instructions. 0 ❑Not Observable l i "[]Not Applicable 402.4.3 Fenestration that is not site built o ''I❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting a ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ' ❑Not Observable C $400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures h❑Complies „Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm �� Not Observable " leakage at 75 Pa. Supp y d t❑Not Applicable F403.3.1� ,'Su I and return ducts in attics r ,[]Complies ,'Exception: Ducts located [FR12]1 insulated >= R-8 where duct is d❑Does Not completely inside the v>= 3 inches in diameter and >_ F. i building envelope. 41 [:]Not Observable o R-6 where < 3 inches. Supply and k return ducts in other portions of e K '❑Not Applicable R the building insulated >= R-6 for ;diameter >= 3 inches and R-4.2 for< 3 inches in diameter. FR bDucts, air oxes are sealed hers and filter - 1 Xlcomplies ;Requirement will be met. e Does Not �ioints/seams compliant with ❑Not Observable International Mechanical Code or E International Residential Code, as ❑Not Applicable o applicable. 4033.5 Building cavities are not used as 1 ❑Complies ;Requirement will be met.. [FR15]3 ducts or plenums. '❑Does Not l t ❑Not Observable s❑Not Applicable n E k 403.41 HVAC piping conveying fluids I R R- °❑Complies ;Requirement will be met. [FR17]2 above 105 °F or chilled fluids n I❑Does Not below 55 °F are insulated to >_R- 3 K w❑Not Observable ; ....._ www. ., m ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies a Requirement will be met. [FR24]1 ipiping. a "❑Does Not I 4?j ❑Not Observable a t ' :]Not Applicable a 403.5.3 Hot waterp'p i es are insulated to R- � �i R- I[]Complies ;Requirement will be met. [FR18]2 ;>_R-3. P E❑Does Not V) ;L ]Not Observable 0 ![:]Not Applicable s 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 5 of10 Sect :Ion Mans Verified Field Verified! 'a l Value Value entslAssurnpticsns ... _ _ In ins�eoflasn , ��__... � ;�Cornp�eisi ? _ . .�e���m� .....,._.�v _...e. 403.6 :Automatic lor gray...._.....__. p rs � � r neat will be met, gravity dam ers are, (FR1912 installed'on all outdoor air l y�7Dcre Piot intakes and exhausts. 1E]Not Observable °[]Not Applicable Additional Comments/Assumptions. 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Eow Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 6 of 10 Section 40 Plans Verified Field Verified Insulation Inspection Value Value ._ MC np....e...s ....w._:_ srrentafA-s�sun" ptlon--s Rc -lC 303All installed insulation is labeled ❑CompliesRequirement will be met. [llal1 ')2 or the installed R-values ❑Does Not -]Notprovided. ,` Not Observable j U ❑Not Applicable , 402.1.1, ',Floor insulation R-value. R- R �,❑Com lies see the Envelope Assemblies 402.2.6 , ❑ Wood n❑ Wood !F-]Does Not table for values. [IN1]1 ,❑ Steel ❑ Steel ;❑Not Observable k :F-]Not Applicable v r a a t n ; 303.2, Floor insulation installed per ' ' Complies Requirement will be met. 402.2.8 manufacturer's instructions and 6 [IN2]1- in substantial contact with the !nNot Observable underside of the subfloor, or floor'; framing cavity insulation is in r ❑Not Applicable g Rcontact with the top side of lsheathing,or continuous i u insulation is installed on the n underside of floor framing and ,extends from the bottom to the p stop of all perimeter floor framing G members. 402.1.1, Wall insulation R-value. If this is a R- 1 R- ❑Complies jSee the Envelope Assemblies 402.2.5, t mass wall with at least�/z of the ❑ Wood n❑ Wood ;❑Does Not ,table for values. 402.2.6 wall insulation on the wall ;❑ Mass a❑ Mass 1❑Not Observable 1 [IN3]1 ',exterior,the exterior insulation 1 P requirement applies(FR10). E] Steel 1 E] Steel 1❑Not Applicable 1 bm , 303.2 ,Wall insulation is installed per Q❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. '❑Does Not f a ��'❑Not Observable flNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2l 3 Low lmpact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Re ID Value Value 402.1.1 +Ceiling insulation R-value. Wood m❑^Wood ^~ ClComplies ;See L lo e A � s See the Envelope Assemblies 402.2.1 table for values. 402.2.2, 402.2.6 " ❑ Steel e❑ Steel ;❑Not Observable u [Fill' :F-]Not Applicable fi „ � ....,..m. w,.....„�.tl.........�—gym �. 303.1.1.1, ;Ceiling insulation installed per ®Complies (Requirement will be met. 303.2 Imanufacturer's instructions. ❑Does Not ° [F12]' Blown insulation marked every r 300 ft2. ,,['.'.'.'Not Observable A i J Not Applicable 402.2.3 ;Vented attics with air permeable r +'.__ '❑Complies tlException: Requirement is [F122]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ...INOt Observable I r r j J.....INot Applicable ..... ..... . 402.2.4 ,Attic access hatch and door o R- P R- u❑Complies aRequirement will be met. [F13]' insulation >_R-value of the i UDoes Not I adjacent assembly. ❑Not Observable r ;❑Not Applicable ......... 402.4.1.2 "",'Blower door test @ 50 Pa. <=5 ; ACH 50 ; ACH 50 = ;❑Complies y Requirement will be met. [F1171' Bach in Climate Zones 1-2, and oL....IDoes Not a a<=3 ach in Climate Zones 3-8. �� I '❑Not Observable ; x ° u j t❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 �ncomplies ;Exception:All ducts and air [F127]' determine air leakage with ; ftz ftz I :]Does Not handlers are located within °conditioned space. Rough-m test:Total � I...... „ pace. leakage measured with a a0Not Observable I pressure differential of 0.1 inch d ;❑Not Applicable ! I N 4 ry K w.g. across the system including ;the manufacturer's air handler x o enclosure if installed at time of test. Postconstruction test:Total y leakage measured with a F pressure differential of 0.1 inch x I w.g. across the entire system ' including the manufacturer's air 9 d 9 handler enclosure. j 403. z ftz 403.3.4 `.Duct tightness test result of<=4 cfm/100 cfm/100 „❑Complies 'Exception:All ducts and air ' cfm/100 ft2 across the system or ft ❑Does Not "handlers are located within <=3 cfm/100 ft2 without air I conditioned space. handler @ 25 Pa. For rough-in s I ❑Not Observable „ Ytests, verification may need to n❑Not Applicable occur during Framing inspection, ------------------------------ 403.3.2 1 'Air handler leakage designated ; ;❑Complies „Requirement will be met. [F1241' by manufacturer at<=2% of ..'Does Not g pdesign airflow. _]Not Observable u' `❑Not Applicable < II 40 3.1.1 Programmable thermostats ° , °❑Complies ;Requirement will be met. 4 9]2 installed for control of primary r ❑Does Not heating and cooling systems andli h initially set by manufacturer to ❑Not Observable code specifications. [ ❑Not Applicable 403.1.2 'Heat pump thermostat installed ;- `; k❑Complies ;Exception: Requirement is [Fllo]2 on heat pumps. [ ❑Does Not not applicable. „ r 4 "❑Not Observable II ° ❑Not Applicable 403.5.1 Circulating service hot water ; I% ❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or 4DDoes Not [accessible manual controls. w` 4 of ;❑Not Observable „ I❑Not Applicable Q I t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 8 of10 w q Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.l D _ _ _ _ 403.6.1EF125]2 f ins not...art l tested and listed � ❑D.......pl e - � __will,be . ..t. .. I mechanical ventilation system, omplies ;Requirement will be met. p oes Not r HVAC equipment meet efficacy ;❑Not Observable I ;and airflow limits perTable y R403.6.1. []Not Applicable I 403.2 Hot water boilers supplying heat InComplies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ' %� ,�o®Does Not i systems have outdoor setback i control to lower boiler water n []Not Observable E temperature based on outdoor ❑Not Applicable u temperature. J 403.5.1.1 'Heated water circulation systems TIComplies ;Requirement will be met. �[F128]2 have a circulation pump.The pE]Does Not system return pipe is a dedicated ar return pipe or a cold water supply" f ❑Not Observable r pipe. Gravity and thermos- i ❑Not Applicable I w r syphon circulation systems are not present. Controls for ° I circulating hot water system U pumps start the pump with signal i u for hot water demand within the ; 'occupancy. Controls r automatically turn off the pump Y, when water is in circulation loop is at set-point temperature and " Vno demand for hot water exists. ° .. 403.5.1.2 Electric heat trace systems ❑Complies o Requirement will be met. [F129]2 comply with IEEE 515.1 or UL i `�❑Does Not 515. Controls automatically adjust the energy input to the g❑Not Observable heat tracing to maintain the ;❑Not Applicable u desired water temperature in the ; Q piping. 403.5.2 ;Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 'systems have controls that ADDoes Not manage operation of the pump ; a and limit the temperature of the ❑Not Observable a water entering the cold water ; '❑Not Applicable piping to <= 104°F. " _... __ 403.5.4 Drain water heat recovery units ; ',❑Complies [Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat I :❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water u heat recovery units < 2 psi for M individual units connected to ;' w ithree or more showers. a 404.1 90% or more of permanent A❑Complies Requirement will be met. [F16]1 :fixtures have high efficacy lamps. %" UDoes Not I ❑Not Observable , I [ ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. F123]3 no continuous pilot light. ❑Does Not '!E]Not Observable a 4 ❑Not Applicable 401.3 Compliance certificate posted. 17", ❑Complies Requirement will be met. [F17]2 i ;11:]Does Not I c ,❑Not Observable ;[]Not Applicable 1 High Impact(Tier 1) Medium act(Tier 2) 3 Low Impact(Tier 3) ^^^� 2 I Impact Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 9 of 10 Sect ' .. p_lans Verified Field play Varifed Final lnspection Provisions Valuevalue _ ._ p Complies? Comments/Assumptions ss�mptions ecI . _ .....o ] orp Requirement will be met.Manufacturer manuals for (f118P mechanical and water heating Not ti systems have been provided. ,EINo Observable ENot Applicable Additional Comments/Assumptions: Low Impact("bier:1)Hdgh Impact(Tier 1) Medium Impact(Tier 2) 3 Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System• Water Heater• Name: Date• Comments t 7 -VI LJ �t F.F.EL.60.5 FT I PROPOSED GAS E JANT LAND It w L $Ar�-,SAS-e0l%-1Af r rLL Z I10 59 0 58, 1 r I GARAGE q I r � Q 0 Z 13,82 `" a} SLAB 58.5 FT I 21.0 0 4It�., „• Mme.- '� o ► F w a' 18 I II.......,. /� 111 W } hhl�32.0 9.5 I r mz� LU Or 1299 I I N I Z w Q�oglj u v Lj ' = 0 w�jdz�IL}N EK. I E L.G. - L G L.G. I I z 0 y y y �$`` I v -� m W ' I 4 9l L......,.....,.. i....... 4 L.. ........� _s._....w _..�.... mm ��Mw�w,.. I I I r O 1000, ��_ - Y L G, I n - "' o SOIL ¢ 3 AIS ~�p ti TEST ° e r' a Q���`?QQ CO � ----------------- co -_ -- -_-- m LIJ - t T EL.57.35 ` . -'"' .=--.-W . . . ^ .0/ Z u �i v U ® - -- . � ��� - �� � � EL.58.47 I I 9 y R=:600.00 5 I.261 7. '-------- - i w Z 1 _ T7.31 "'- BC.55,9 Ulu 8C.56.43 BC.56 TC.5'6.$1 „,"' . .. . . tl Q _ . Q 4 TC.56.7 �.5 x << OQ I z F �-NO� OV Ia WATER MAIN ASSHOWN ONMAP _ ro_ ddd rY EL.56.77 TC.57.55 I WO LU WILDBERRY LANE BC,57.07 ti EL.56.50 EL.57.20 EL.57.18 W z EL 57.18 I ,J l U TC.56.96 TC.57,32 TC.57 41 � 1- C.56.68 BC.56.38 BC.56.76 b BC.56.12 `p BC.56.86 7. a � TC.57.52 3 � BC.57.02 � z VACANT LAND I o J-.-1 51 TE PLAN b ff):r W � � SG.4LE: 1" 20'-0" � z 0 m W Design r ifit it = 1... � I � rv0ETF HF LTH IC ES NRE C],)U I R E Submit . r . . Certification rm � . IA:.. T � WC) ` d 0 CL The Installation and Const cti f the Sewage DisposalSystem SINAI E FAMN ° r-SSU zNF ONLY a WSTEM Userm WWM-073 o o Q ° n DATE 5/4/2023 H. D _ o. R-23-0368 can lu N p N r z SEEATTACHMENT( :w, I. 4 6 BEDROOMS z o z _ . W i Y A T A ¢ o d dl 0 r SutfJtC I PARCEL ARE d / 1 WATER " •... _.._...... 1 IN 150 FEET OF ALL CONTROL PANEL AND REMOTE AIR I � „ COMPRESSOR F SUBJECT PARCEL ARE / r LOCATION WITH OR OWTS, APPROXIMATE, 'HIN 300'OF THE IVIDUAL SEPTIC � IOWNER PRIOR TO INSTALLATION rSEWER CLEANOUT ON INLET SIDE OF / ID88 DATUM TREATMENT SYSTEM MS: 6 IF A COVER WEIGHS LESS THAN 60 LBS Y MARK-OUT PRIOR J. A SECONDARY �'" //r' �� p d r 1 / DW2 r 16,0 p SANITARY SYSTEM SAFETY LID OR DEVICE SHALL BE 59--'" PROVIDED. CONSULT d t )TES, t ✓ �/ u' d d i -- . MANUFACTURER FOR SPECIFICATIONS. /// r' 28.E d TO BE IN CONFORMANCE W/ d EALTH DEPT. REQUIREMENTS o x TWEEN SEPTIC TANK AND FT.; I DW1 EPTIC TANK TO LEACHING 2 STORY RESIDENCE r v / / -____- � _ AAs VACANT LAND � 1 �/ � � � � F.F.EL.60.5 FT � I � it PROPOSED GAS LINE 1 / / d V, _ pa `eAs ens &AS ii sA s I / / d 58,1% 1 / 1 d GARAGE -ES: 13.82' P d 1 SLAB 58 ¢ ALLEYS, 3FT DEEP 4 P q. .5 FT I 21.0 rn APPROVED SEWER PIPE THROUGHOUT, 1" 22.0 C 9.5 2 1 d dd , t 12.99' x' d u I d e � � is� " ,L SHALL BE COARSE SAND AND GRAVEL. 1 °L Lux Lu �d 1I d / ETd" -N 10"AND 14" BELOW GRADE I o ,'0 SHALL BE BETWEEN 6"AND 12" ,�► EX. E L.G. L.G. L.G p / d 1 r " ___ _ r d 1(1..00 ' SHALL BE A MINIMUM OF 3FT. ABOVE �� � ,UNDWATER. d EX W _ d -108-A-4 OF THE SUFFOLK COUNTY HEALTH o SOIL ARDS, REMOVE AND REPLACE UNSUITABLE I ' TEST '" -- � I/ D GRAVEL FOR A DIAMETER OF SIX FEET � � -------------- ��� _EACHING POOL(3'COLLAR), 1 ------------- TO -------- / TO A MINIMUM OFA 6'STRATA OF I d --- V fes.. ND GRAVEL ---- - - 1 E.L.57,35 --_ - STALLED IN ACCORDANCE WITH � -- �.�� .. «. .° ." -"" EL.58.47 1 � I ;UFFOLK COUNTY SANITARY CODE µ � / ------------------------------------ OF -------------- ---- __ ORM TO ASTM D-3034. PIPE TO HAVE -_-�����"'"� ------------�-- OF 35 R=600.00 TC56T B0..5 „ TC.57.31 i . . ST BE INSTALLED ON SEPTIC TC.56.5 BE 55.7 T 51.26 9 00 BC.56.43 C,56.81 ACE OF BUILDING.B EBC, -M_p WATER MAIN AS SHOWN ON MAP :RIOR IT MUSTSTBE TO GRADE. M- Tc.57.55 EL.56.77 WILDBERRY LANEEL.57.20 BC.57.07 EL.57.18 EL.5G.50 e EL.56.21 EL.57.18 TC.56.96 TC.57,32 TC.57.41 C,56.68 BC.56,38 BC.56.76 e BC.56.86 BC.56.12 TC.5 SLE - TC.56.49 .7 522 ` BC.55.83 BC.57.02 e 2TY LINE VACANT LAND, WATER LINE )N 51 TF. PLAN � ;ED LEACHING POOL ___. F TABLE R301.2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - CLIMATE ZONE 4a VL.59.67 �� \\60 ��-�' d LL WIND DESIGN SUBJECT TO DAMAGE `-\ 240.0 aA R C H t T I dT S` FROM I TODD I T E C T P.C.\ 61 ( ARCHITECT .C. ,\ „ GROUND SPEED TOPOGRAPHIC SPECIAL WIND SEISMIC 1 SNOW (MPH) EFFECTS WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN I \ �� \ TODD O'CONNELL, AIA LOAD REGION DEBRIS CATEGORY DEPTH DE51ON BARRIER HAZARDS FREEZING ANNUAL \\ ��� ZONE \ ` VACANT LAND 1200 Veterans Memorial Highway TEMP REQUIRED INDEX TEMP 1 \ \ 62`x` Suite 120 1 MILE FROMBOF 3 FT MOD TO vult FIRE ISLAND Hauppauge,NY 11788 20 150 NO NO COAST AND B_ ° \ \ SEVERE BFO HEAVY SEE BELOW YES NONE 55x9 51 F . P(631)650-6666 F(631)650-6667 /V 0 �. C(516)658-0325 WINTER DESIGN TEMP: I ���. 134 Sit 11 + 1 , ;. -, .<.v•,•..- • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY I \ I o 4 • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM'15°F COOLING. \\ 1 EL.: I �` ` I irlltl +3 �"FI'r.j7i,r-r;f,t.r,ta, - • DEGREE DAYS(NY LAGUARDIA) 4811,WINTER DE515N TEMP 15°,DRY BULB 89°F, NET BULB•75° F (2020 APG APPENDIX D) LO • AS PER NY550 2020 CHAPTER 16 SECTION 160at AND A5--F -7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROU6,HNE55 15 B EL.59.33 - n • USE G FOR BOTH SOUTH SHORE AND FIRE 15LAND \\ �__-62 m I 40.0 i Cv MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS 1 \ 1 I �M ELEVATION LAT WIN-ER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE 1I 1 1 o i HEATING GOOLINO CORRECTION DESIGN TEMPERATURE DIFFERENCE N / C., POOL FACTOR TEMP COOLING ► I / / I I I =' U ! .: h `- 108 FT 41° N 45, F 86° F 1.00 'IO° F 75° F 55° F COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY GOINGIDENT DAILY WINTER SUMMER ,Z. 1 1 i / \I i -61 DIFFERENCE HEATING COOLING NET BULB RANGE HUMIDITY HUMIDITY l f DW3�I m II° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 40% 52 OR a 50% RH TO THE BEST OF MY KNOWLEDGE, BELIEF AND I I n PROFESSIONAL JUDGEMENT, THESE PANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE L' / �\ i DW2% j i m � WITH THE FOLLOWING: CRATE � 59--- ; f i `'�' Cr, 21.0 N - i 1 __-60 T t TOP TYPICAL AT 1 L6 14.5 I I I -- N 2020 RESIDENTIAL CODE OF NEW YORK STATE FINISHED GRADE PAVWAREAS1 / ;, 28.0 1i m PUBLICATION om- PUBLICATION NOVEMBER 20141 I I I 7-1 24"ACCESS HOLE 2020 RESIDENTIAL CODE OF NEW YORK STATE j': ' I' = wIT�I CTAP REINFORCING BARS L-------- /VI ____-- j I I J CHAPTERS I2-23 FOR MECHANICAL SYSTEMS ; .. : ° I \ DW1 � o PROPOSED 2 STORY LU z 1 m A a -A � / _.� RESIDENCE I O I " c.i I I PROPOSED GAS LINE 2020 RESIDENTIAL CODE OF NEW YORK STATE -i - i .,:., VACANT LAND 1 i i 1 `*---------� F.F.EL.64.14 FT 6A5-�6A�1--6A5 e� Bs s s 6A�-,� Z o 0 Z INLET PIPE E CHAPTERS 24 FOR FUEL GAS SYSTEMS WIRE FABRIC FOR TOTAL INTERIOR OVERPLow i i ow i I 59 W m CONCRETE AREA OF WALL -', PIPE 5EE / 1 I GARAGE I I li ---1'- > a REINFORCEMENT. OPENIN05 PER DRAWINGS I 1 1 I SLAB 58.5 FT 11 it Q a 2020 RESIDENTIAL CODE OF NEW YORK STATE I ; MINIMUM AREA OF W SEGMENr• --1. -.,, 58� 1 1 t 1 I m w ,� CHAPTERS 25-33 FOR PLUMBING 5Y5TEM5 U REINFORCEMENT, 1800•,q.In.MAX, �� 1 / I 1 20 5 12'5 I z Q o REINFORCEMENT,O.I'1 . 1600eq.In MIN. �` 1 1 1 N n I % �1' w Q w O O ' L�h1`9 L.., aq.InAln.ft. � 1 I -------� 1t7 m I II B8.5Q' 1 C] 4 I 1 2020 RE51DENTIAL GORE OF NEW YORK STATE I I I g'S II � / > ° Two-!wT CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS 69 - � I II Oma Q } s"-1o"MAX. I _ j.. i 26 0 a I I i / / pR Z F z I- �u w o= lA 1 \ l j... ; o❑0 0 0 0 0 0 0 0❑0 �\ 1 �`. c) o I I / OpOS 1 z �Oz� LL 2020 ENERGY CONSERVATION GORE OF NEW YORK STATE =!. \ i ; `/ j % F�OtrFRy m O w AS ADOPTED WITH THE 2018 IECG =' 1 ou I I I Fq0 I u ` � z o 0❑O O O O O O O O O❑0 ; ;. U1U ; ' o❑0 0 0 0 0 0 0 0 0❑o I_ 1 \\"�• `\ _ 0�h � � � I I I I WI,QES O pz� 1 1 xz � V I Ip a ! 1 1 \ \ ------- ____ ___ _ _______ ; o I I 1 F 0. z_O V O THE PROJECT GOMPLI ANGE METHOD CHOSEN IS TOTAL j o❑0 0 0 0 0 0 0 0 0❑o :• I 1 \ \ ; ' --------- n I 1 I 13 m w_ = v \ EX. E L.G�-� L.G. H L.G. E,, / I I m z'��Qi�u°nm� O UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED L.L-.: o❑0 0 0 0 0 0 0 0 0❑o - 1 1\ `� 1 ---- 1---- -- --- i--------: :---- '' 8gg,u;. / I- N17H THESE DRAWINGS. i, _.... a n o 0 0 0 0 0 0 0❑o I --------- ---- --- --- --- .a$l , I I O Q x z Q o ( . I --- - --- 1 D UllI( !toq \\ �\\ 1 1 ! l _�J-� I 1 j // m zww�z>O� Om O o O o I �O 1 I ` \ j -------- -------- -- ------- --- I EX E LG L.G.LG • g N v`j a r O I i 1 SOIL % 1/ OSw0 \ \ I / i oIL o 0 0 0 �. i`I:: �I I \`� c \ �` TEST Qo�oUoz O \ 000 �0u v �. / m v- a Q ZON I NO INFORMATION _ ------__ --------------- y o W w o 51-01,MIN. -1. �1 \\ - �`--- ------ ------- I 1:! -- - - I TOWN OF SOUTHOLl7 C�NCF[TE FOOTING 4 �'_ -- --------- ---------- ---------- o o o o L!f \ LU DISTRICT: 1000 SECTION: 51 BLOCK: 3 LOT(5): 12.7 cn EL.58.47 I - - ----- ------ �� / _ _ N R-600 00 ---- _ _ _ d ZONE: R40 REQUIRED PROPOSED -.�- - ---______ ILI LU L-14 Q N o o o p - � TC.57.31 -'--, � I LOT AREA 40,000 5a.FT. 36,844.37 SQ.FT. �"' TC.56.7 TC.57.26 � m C.56.81 X � ------� FRONTAGE LOT WIDTH 150 FT. 18'1 FT. BC•55.9�� BC.56.43 BC.56. - TC.56.5 ,,,_MMMMInIqM-Itl-IOMWj- Ip -Itl. - � 1 .1 .1 V 11-1 LOT DEPTH 212.35 FT. 187 FT. BC.S M--- -�--"'- WATER MAIN AS SHOWN ON MAP FRONT YARD 50 FT. 50 FT. I (WILDBERRY LANE) -�*" r--`" TC.57.55 BC.57.07 ,�-�-� EL.56.77 WILDBERRY LANE EL.57.20 FRONT YARD 50 FT. 68.54 FT. DR`-,"ONELL CALCULATIONS EL.57.18 m (5OUNDVIEW AVENUE) EL.56.50 EL.57.18 I EL.56.21 REAR YARD 50 FT. 66.23 FT. TC.56.96 TC.57.32 TC.57.41 m 0 C.56.68 BC.56.38 BC.56.76 SIDE YARD (MIN) 15 FT. 64.26 FT. DW-I-3 AREA: RUNOFF FACTOR=1.0 y� BC.56.86 I Z BUILDING HEIGHT 35 FT. 35 FT. 2851 SQ.FT. X 3" BC.56.12 �'�� TC.57.52 LOT COVERAGE 20 9 13.341 12 = 12.75 GU FT TC.56.49 ��\h� BC.57.02 m v BC.55.83 USE (300 X 8' DEEP DRAIN RING = 1,013.76 CU.FT. VACANT LAND 1 Mi�ERV I OUS SURFACE OALOULATION NOTES: ZONE: XX So. FOOTAGE I. BOTTOM OF DRYkgELL MUST BE A MINIMUM OF 2' I p p O ABOVE AVERAGE GROUND WATER ELEVATION. m m LOT AREA 36,84141.37 5G.FT. 2. BOTTOM OF DRYV ELL TO HAVE MINIMUM 6' N o N PENETRATION INTO RATEABLE MATERIAL. Q N N 15T FLOOR 2,578.5 SF 3. DRYWELLS MUST HAVE A MINIMUM OF 3' OF FRONT PORCH 171 PERMIABLE MATERIAL AROUND THE STRUCTURE. I SIDE STEPS 50 m ry - w DRIVEWAY AND WALKWAY 1425 I l� REAR STEPS 218 TOTAL 4,4142.5 SOFT. MAX = 7,3741.87 50.FT. Z FLOT FLAN z 1U CROSS FLOOR AREA SCALE: 1" = 10'-0" LU ZONE: XX 541. FOOTAGE � �m _ \ LOT AREA 36,84141.37 SG2.FT. U� 0 FIRST FLOOR 2,578.5 SF SECOND FLOOR 2,278.4 SF JU nn 0 O TOTAL 4,856.4 50.FT. 1� MAX = 4,867.5 50.FT. O (� z Q ILI O Q tK N N z � N 4 O L z O d v e i i i _. ;_ 11'x - - - - - - - - _VRE 4 TODD O'CONNELL ARCHITECT RCH ITECT P.C. / \ TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 44) c I Hauppauge,NY 11788 i I 1 I �, i I \ P(631) 650-6666 IF(631)650-6667 0 C(516)658-0325 G> .X" 1U1El LU �5— Z Q) T CJ -A. ——I—————————————————————————————————————————---- —— —————— ————————————————-- -—————L ——————-- -————---—————————————————————————---- -----------------— li II it II fl L FIRST FLOOR GROSS FLOOR AREA ———---———————————————————————————————————- --——————————--- -———————————- RONT 51<**'r PLANE DIAORAM ---------------------------- ----------T 1 21.0' 50ALE: 115' I'-C" 115.b # 540.85 SF —2 A 6 Ml z 21.0' I 205' 145 ----------J LL J / 6 727.75 SF I I \ 882.0 SF in I ;� I m 1 � / 6 � I I �E o��s�� �� T" b LL "� I I /U) 0 1!11 1 1 11 174 11 1 H H Lr) I ITT M LO N =LJJ z I L___j I vines =====I lu < - 58.9 SF ----------------------------------------------------- ----------------- i s1I ------ _J -1 -------------------------------------------------------------------------- --------- i --------- I I I I _ __ I Ili ISI__—WIii _ __�__r_______I! II' � � �� �� x LJll r 21578.5 SF I=_--1 _ -F-_ v H691 SIDE 5K*,l PLANE DIAORAM ------------ --- -- 2 L_J SECOND FLOOR GROSS FLOOR AREA 1165.2 SF 14.0' I 14.0';3 1U 882.0 SF 532 SF / o \ 6.01 10.01 LU z to U) LL_ bn �/ 0 H z z 275 SF fn U) I IN c1q -cl C-14 d) N I / LU 1W N 00 z I i I I � I � o N N < Li Lj I y I LW -FF 2)278.4 SF -------------- ------------------------------------------------------------ -------------------I L-------------------------A__j------------------------------------------ ----------------II II 11 — SIDE 5K'i PLANE DIAORAM 50ALrz: 115' L_J z �� o z sl�"I ks) 0 OKI iS OL OL z X L I Li I ALA, tu z ------------------- ---- -----------------------------Li L------ �-4------ -------- ----------------------------- ------------------ < REAR SKY' LU PLANE ro)IAORAM 50ALE: 115" = 1'-0" "k R'_ ITE S TODD O'CONNELL / RCH H ITECT P.C. TODD O'CONNELL, AIA CLEAN SAND SHOULDER AREA. TYPICAL EXISTING ASPHALT 1200 Veterans Memorial Highway ROAD SURFACE. Z_ �--� 18'-0"MAX. C, to C. Suite 120 FLOW / Hauppauge,NY 11788 GRADE P(631) 650-6666 GRA m F(631)650-6667 �E C 516 658-0325 U. LU Ill 2 rr rr rr r fJE O DD �°ODD°QO°°° CLEAN GRAVEL FILL. / (- J(r 2 1�L C ( t G!.��rrd��),9a'.rrim,rfi,lii Q O 0 p q 6" MIN. O a° O p ° ° FILTER CLOTH o D 0 ° °° 4" VERTICAL o° ° o O SLOPE D D 0 � O o O O = UNEXCAVATED SOIL FACE vQ 0 0°p ,' ° ° a �o�aoo 6 � ° ° p °0 0 0 ° ° ° °°0 o PERSPECTIVE VIEW :y al � �f;�i���� BEDDING DETAIL n� w 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD SWALE AREA 36" MINIMUM 2 x 2 L ^ f� PREVIOUSLY LAID BALE. FENCE POST GRASS SHOULDER AREA. TYPICAL CAST IRON INLET r GRATE&FRAME GIiADE — GRADE FLOW �� �� le, n WOVEN WIRE FENCE (6x6 10 / 10 WWF) Q _ =111 I I=11111 �� `cif r-7- FILTER CLOTH _ z to co CD u CLEAN SAND& n BOUND HAY BALES GRAVEL. EMBED FILTER CLOTH GRAD `"°p i ^� t� � ♦ /� � �U_ 8'DIAMETER x 8'DEEP ���� PLACED ON CONTOUR MIN. 6" INTO GROUND Z ��W PRECAST CONCRETE � n z u ®® ® ® LEACHING RING. Z_ /`�'/�� 4 ® ® ® ® = 2 RE-BARS: STEEL PICKETS OR Qz � m w v 2" x 2" STAKES 1.5' to 2' IN GROUND. NOTE: } o ® ® DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA ® �� �} �11JJ-11111 HAY BALES. 1/2 ACRE / 100 LINEAR FEET 2 CLEAN SAND&GRAVEL ~ ~ =1 ANCHORING DETAIL " � " WATERD SECTION DETAIL _ oUW,nM N 2'-0"Min. 8'-0"Dia. 2'-0"Min. ,� STRAW BALE DIKE DETAILS -a p°I �ut fi Mm Typical Section @ Leaching Pools SILT FENCE DETAILS Z° : NTS SCALE: NTS Q= HE Scale QQ GRASS SWALE DETAIL QQ aC SCALE: NTS j 50' MIN. v u v u m BUT SUFFICIENT TO KEEP SEDIMENT ON SITE F I Z W „ HAY BAIL AND/OR SILT FENCING LU fj z W f` O LU 0 n.. 0 LLJ O0 v v a_ — N Q o' Q z to w Z O Ii dl lIl o> (X G w O w W C �U O 4\ m m _ •i. S } N N 4of Y� m N r N r O N O — i CONSTRUCTION ENTRANCE — FOUNDATION OF COMF ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. In ry — } � I FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. PLAN VIEW LH i v tu 1 EXISTING GRADE ROAD ILI CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED � Q3: HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. I LH l---1 O CROSS SECTION 0 3: � z TEMPORARY CONSTRUCTION ENTRANCE 0 SCALE: NTS �0 ju w N m O N i N z Q z ■ m Q d v STAIRS I$ GUARD NOTE: (TO COMPLY WITH 2020 R.G. OF NYS 8311 I$8312) A : 63-6 -STAIRWAYS SHALL NOT BE LESS THAN 36 . IN CLEAR WI DTH ABOVE THE PERMITTED `i 'g (a�a c HST"�c r s-" 28'-0" 2I'-O" 14'-6" HANDRAIL HEIGHT AND BELOW THE REQUIREDTODD O'CONNELL f�������� ARCHITECT P.C. HEADROOM HEIGHT 1;_. -MINIMUM HEADROOM HEIGHT TO BE 6'-8" 8310 EMERGENCY ESCAPE AND -MAX RISER SHALL NOT EXCEED 5Y4 11 RESCUE OPENINGS: 12" POURED -MIN TREAD SHALL NOT BE LESS THAN 1" 1200 Veterans Memorial Highway AT LEAST ONE EGRESS WINDOW IN CONCRETE FOOTINGSuite 120 EACH SLEEPING ROOM 15 TO BE TO 51T ON -STAIR PROFILE: N05IN55 SHALL NOT BE Hauppauge,NY 11788 PROVIDED FOR EMERGENCY ESCAPE. UNDISTURBED VIRGIN LESS THAN 5/4." NOR MORE THAN (/W MIN. 5.'1 50.FT. MIN. H=24", MIN. W=20 , SOIL MINIMUM 36" -HANDRAILS SHALL BE PROVIDED ON AT MAX 44" A.F.F. P(631) 650-6666 BELOW GRADE. LEAST ONE SIDE OF EACH STAIRWAY WITH F(631) 650-6667 TWO OR MORE RISERS. TOP OF HANDRAIL C(516)658-0325 SHALL NOT BE LESS THAN 34" AND NOT 8313 / AJ403 / AJ5o4 / AJ604 SMOKE AND GO 12 POURED CONCRETE t MORE THAN 38". ALL REQUIRED HANDRAILS ALARMS FOOTING TO 51T ON SHALL BE CONTINUOUS TO THE FULL LENGHT CARBON MONOXIDE ALARMS TO BE PROVIDED DISTURBED VIRGI 18-O " •' ON EACH LEVEL WITH SLEEPING ROOMS OR FUEL '•�` '' '.` EQUIPMENT SMOKE ALARMS TO BE SOIL MINIMUM 36" BELOW r . •.,.• -� . ..:,; :, ••:• .Y. OF THE STAIRS FROM DIRECTLY ABOVE THE BURNING •' GRADE. r� :.F,• t PROVIDED IN EACH SLEEPING ROOM, OUTSIDE 8'-O" TOP RISER OF A FLIGHT TO A POINT EACH SLEEPING ROOM AND ON ALL FLOORS 1: �.` ;• ', N �XG V• TED DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL .r. :.: • TERMINATE IN NEWEL POSTS OR SAFETY I '. TERMINALS. �'K ' •-' •�• •• - HANDRAILS ADJACENT I I m UNEXGAVATEy��, L • SHALL HAVE A SPACE OF NOT LESS THAN2 .6 ` C f 10" P BETWEEN THE WALL AND THE HANDRAIL. - CONCRETE i.. I HA _ �� •' �'•''� •� I NDRAILS SHALL NOT PROJECT MORE THAN O'er //moi:\\\ :J:• �':; :'•: •: r;" I 24"xl2" POURED CONCRETE 4y2" ON EITHER SIDE OF THE STAIRWAY. / \ UNEXCAVATED FOOTING (4,000 P51 MIN) TO .. REST ON UNDISTURBED VIRGIN -GUARDS/RAILINGS ARE REQUIRED FOR ANY :,... - - - - - - - - I 501L (3 DEEP MIN); W/(2) #4 SURFACE 30 ABOVE FLOOR OR GRADE. GYPSUM BOARD REBAR, 2"x4" KEYWAY s <.;'. :'':•:•.' ON ALL BASEMENT 4" G .: .-• :'. .. ._•... :::.. ..: ONCRETE SLAB I OUTSIDE WALL I . . ' •-.•. . - . GUARDS/RAILINGS SHALL NOT HAVE A CAP t'n CEILINGS A5 PER v „ W/bXb MM OVER WATERPROOFING MEMBRANE. OF PASSAGE OF MORE THAN 4 SECTION R302.13 O �b MIL Y.B. ON 4" I r 18 18 �p COMPACTED GRAVE GENERAL NOTES ON COMPACTED SOIL 10" POURED CONCRETE Z # 24"x12" POURED CONCRETE 2a I X 4p00 P51 •... FOUNDATION WALL (TYP) ;... FOOTING (4)O0o PSI MIN) TO W I G I DEN O w �' !: I I. CARBON MONOXIDE ALARMS AND CARBON -� REST ON UNDISTURBED VIRGIN K to 1 91 _ MONOXIDE DETECTORS SHALL BE INSTALLED SOIL (3' DEEP MIN); W/(2) #4 I w PLAY z cJl REBAR, 2"x4" KEYWAY I _ tu tu AREA ' f I IN BUILDINGS AS REQUIRED IN ACCORDANCE z -� `` WITH SECTION x15.2 OF 2020 NYSFC WAATERPROOF NG MEMBRANE. I I w `� 0 a I :` I (CARBON MONOXIDE DETECTION SYSTEMS) .•r. -_ N I FOR RESIDENTIAL BUILDINGS . INTER-WIRED ° F - II I I FIRE/SMOKE AND CARBON MONOXIDE RZ, DETECTORS WITH BATTERY BACKUP AS PER g° 4" CONCRETE SLAB NFPA 12 AND 2020 NEW YORK STATE Ln Q - BEDROOM K/bXb WWM OVER 1 = _ / 36"x36" RESIDENTIAL CODE o I� - SEG. R514 AND 8315 o o !dl b MIL V.B. ON 4" — — — -� N :~ PREFABRICATED �"~ Q } ow ` SHALL BE INSTALLED IN D14ELLINS UNITS ' S $ M COMPACTED GRAVEL I ' I DRY WELL �,i w N ON COMPACTED SOIL _ I I'-8" a'-2" I I'-8" x� OUTSIDE OF EACH SEPARATE SLEEP I NS F Q p N 4,000 PSI O I _ I I AREA IN THE VICINITY OF THE BEDROOMS. lu I 24 WHERE A FUEL-BURNINS APPLIANCE 15 a N V v " GYPSUM BOARD _ _ _ _ I I lo" POURED CONCRETE Z O ON ALL BASEMENT , _ LOCATED WITHIN A BEDROOM OR ITS $$ v F DROP WI2 X 35 r DROP WI2 X 35 DROP WI2 X 35 L — — — ( d FOUNDATION WALL (TYP) ATTACHED BATHROOM CARBON MONOXIDE } - - CEILINGS AS PER STEEL BEAM STEEL BEAM STEEL — — —_ — _ DETECTION SHALL BE INSTALLED WITHIN THE *::`: -� I - - - - - - - - -I— -- - - - - - -I= — - - - - - - - — ', .:,•,:�.::.:w BEDROOM. PROVIDE L 30 30 - - L J L — J ;:;... DOUBLE FLOOR O O = I I 2. ALL ELECTRIC G WORK SHALL BE Q o JOI5T5 UNDER p i I II I 1 PERFORMED IN OTRI GT ACCORDANCE V"-u- a -o l u KITCHEN ISLAND -� 1 Q b'-o" to WITH THE LATEST EDITION OF THE N.E.G. u W PHR RABOVE. .: . *'• ' '. -� ® I 4. ALL CONDITIONS I T I ONS AND DIMENSIONS I u-9 `' } TO BE VERIFIED IN FIELD BY THEy,00�� oo m NI�la �r I I GENERAL CONTRACTOR AND REPORT t!_ x t x w 17 1 I X ANY DISCREPANCIES TO ARCHITECT *: - - - - - - - - - - - - - - - - - - •*% t $ I I PRIOR TO START OR CONTINUATIONmoo La :.,•' F ® _ _I I OF WORK I O I m 26 5. NO GALV. NAILS OR CONNECTORS IN U U X U i BATH. I �, :.. w AGO. LUMBER ARE PERMITTED. ALL m ''' I I :>' �'-4" AR i 20'- 1 = •' I FooT?NIG POURED 4000 PSI1NMIRN To TE CONNECTORS AND FASTENERS FOR AGO _ " " ''`. I REST ON UNDISTURBED VIRGIN LUMBER MUST BE STAINLESS STEEL OR ® I (3) I /4 x I I Ye ML LVL 12-4 - = SOIL (3' DEEP MIN); W/(2) #4 HOT DIPPED GALVANIZED 0-185. MECHAN I CAL I REBAR, 2"x4" KEYWAY - I ROOM I )OUTSIDE WALL 6. AS PER 2020 NY5RC SEG. R510 WATERPROOFING MEMBRANE. EACH HABITABLE ROOM SHALL HAVE . AT LEAST ONE OPERABLE WINDOW z ,.,. DIRECT VENT FURNACE � - G I INSTALLED PER FOR EMERSENCY EGRESS WITH A UNEXGAVATED I •' I - " r 1 ( MANUFACTURER'S WRITTEN MINIMUM CLEAR OPENING OF 5.? SQ. v I :;. I _ SPECIFICATIONS. FT. (GRADE FLOOR OPENINGS SHALL �- O Io �I HAVE A MINIMUM CLEAR OPENING OF w Q CONCRETE SLAB --------- 4" _. ot - I :- ' -: „ :.:_ ' .fir,: :' "`::•..:'r . I 5.0 50. FT.). THE MIN. HT. OF IQ O Q�I W/bXb Io WWM OVER �� z w b MIL V.S. ON 4" — — — — — — — — — — — — — OPENINGS TO BE 24 AND MINIMUM p 0 COMPACTED GRAVEL WIDTH u V v TO BE 20 AND THE BOTTOM � I�p O • .: •:.. :. ..;..,.;. .. .,...: ::.': .;.. : :,,. .. ; '.':::, :,......:: - •�..:,..:•,.•'.t.�,:..•;;-::•• PROVIDE STAIRWAY LIGHTING A5 PER SEG ION t� Ul lL U O ON COMPACTED SOIL •:::.,;..�',,'. •.'.•..;.. .. ..:.�.:�. , °.. .,•.. 2 2X1 1R ME 4p0o P51 I • • < • � � � •��� •� � � ` " � '•, .�•• '� " •� •!• '. ' •:. 303.'1 INTERIOR STAIRWAY ILLUMINATION: INTERIOR A.F.F. ENINGO NO HIGHER THAN 3 -8 OF OP " ' ''�: STAIRWAYS SHALL BE PROVIDED WITH Nm to O IU Ip o ARTIFICIAL LIGHT SOURCE TO ILLUMINATE HE N Q Q O LANDINGS AND TREADS. THE LIGHT SOURCE HALL ?. ALL WOOD POSTS SHALL BE BUILT PITCH SLAB I ' I N I BE ANANG5LE OF TO LEIVELSIOr NOT LE55DTHA AND UP WITH (2) 2X4'5 NAILED TOGETHER W/ M m v ',:- FOOT-CANDLE (11 LUX) AS MEASURED AT THE ENTER IOCI NAILS m 5" O.G. UNLESS OTHERWISE N m 4" CONCRETE SLAB OF TREADS AND LANDIN55. THERE SHALL E A r O UNEXCAVATED I ;.':::.::.:� :• NOTED N N Q W/bXb MM OVER L — — — — — — — — — — — — — — J I 6 MIL VB. ON 4" I _ _ _ _ _ _ THE L16HT SOURCE WHERE THE STAIRWAY HAS SIX - COMPACTED GRAVEL 8. ALL FRAM I NS SHALL COMPLY WITH O O ON COMPACTED SOIL OR MORE RISERS - — — — — — — — — — — — — _ — _ THE 2015 INTERNATIONAL RESIDENTIAL CODE m N _ > _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; ,�•.^Y. ± ;;'i ' r :y: .ti' .� ': �e' y I OPEN GUARDS SHALL HAVE BALUSTERS W '!~ OR ORNAMENTAL PATTERNS SUCH THAT Q. ALL EXTERIOR PORCH/DECK/ _ _ _ _ _ _ STAIR FRAMING TO BE AGO — — — — — — — — — — — — — — — — — — — A 4-INCH-DIAMETER SPHERE CANNOT PA55 THROUGH ANY OPENING UP TOA LUMBER-U.O.N. — — — — — — HEIGHT OF 34 INCHES. AS PER SECTION 1013.3 OF NYS RESIDENTIAL CODE (TYP) 10. ALL ELEGTRIG TO REMAIN AND I-- - MODIFIED TO ACCOMMODATE NEW BE S DETERMINE.IFINAL ELECTRIC TO 22'-2" THE FIELD Z y � 11. ALL ANCHORS, 5TRAPPING AND LU TO BE 5IMP50N CONNECTORS TIE O AN APPROVED 211-011 .201-611Q-b 1.21-611b-O MANUFACTURE AND TO BE INSTALLED AS O Z 63'-6" INSTRUCTIONS- UPER N ESS I THERWI5E NOTED _I CD Q 12. ALL ENGINEERED LUMBER TO BE JU Q WALL KEY CLAPPED AND SEAL AS REQUIRED >A — EXIST TO BE REMOVED TO PROTECT AGAINST THE t- EXIST ENVIRONMENT � O EXIST TO REMAIN O � O NEW WOOD FRAME GNST 11 r NEW POURED CONCRETE o ® 4"x4" POST UNLESS OTHERWISE t n NOTED �� z fOUNDATI ON FLOOR PLAN rl HOLD DOWN AS NOTED Q HARD WIRED SMOKE ate- pLl SCALE: I/4" = I'-O" O DETECTOR W/BATTERY BACK-UP ® bO GFM FAN TO EXTERIOR Q ~ W a HARD WIRED CARBON MONOXIDE T t(1 OZ 9 1� \A DETECTOR W/BATTERY BACK-UP N N Z MIN 12" A.F.F. AS PER ' 2020 RESIDENTIAL GORE OF NY5 SIE DENOTES EGRE55 WINDOW O p N Q 63'-6" 10 0, 14'-6" ol 1' TODD O'CONNELL ARCHITECT P.C. 6" 6" 2�'-6" 20'-0" 14'-0" TODD O'CONNELL, AIA 10'-6" 12'-0" 5'-6" 101-011— -10'-O" 7'-b" 7'-6" 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 1 .c Q ."4 1(5)I5/4"xI4" ML LVL 0 NEW EXTERIOR WALLS CONSTRUCTION p 2X6 WOOD STUDS ® I6" O.G. PROVIDE ' m R-21 AND 1/2" INTERIOR GYP. BD. (SEE m (3)15/4"xN'4" ML LVL SPECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYWOOD 5HEATHING, AIR ' 01 8" DEEP COMBUSTIBLE _ INFILTRATION BARRIER AND 51DINO AS m MANTEL. AS PER cl X ) SHOWN ON ELEVATIONS. PROVIDE VY �- o MANUFACTURERS 14 "` � (R2.5) RIGID INSULATION BOARD 1- 15 15 15 m WRITTEN INSTRUCTIONS 23 i 23 m (3)15/4"xIIY ' ML LVL BEHIND SIDING. O FLUSH WIO X 68 5 EL BEAM ISz J O OUEST Iv o BEDROOM i� _ CARBON MONOXIDEALARMS SHALL BE v z CREAT - I Q O O INSTALLS OUTSIDE OF F f ROOM - _ EACH SEPARATE % F W I I� O O I SLEEPING AREA IN THE qsnq 2 Id IMMEDIATE VICINITY OF IoFS��o = to I v THE BEDROOMS, NOT p W O I I a O FARTHER THAN IOFT, IN *� KITCHEN I < W I ACCORD NC AND lu G.H. 10.0 FT (t) I I w m N > QQ I N SECTION a 15.3.1.3 OR O O X I I~ D UL APPROVED 6A5 I m THE 2020 NYS FIRE o o W I O - 14 CODE. _ -V - I I D F FIREPLACE INSERT, I O q x '-� 1100 v aN I F N v I I v = INSTALLED PER UPTURN (3) 15/4"x 16" ML LVL i .0 _ = O � O � � � - MANUFACTURER'S r�W= I I Q = `_� WRITTEN INSTRUCTION. - - F- =to ►>- VENTED AS REQUIRED - 0 o PER CODE. G I FLUSH BATH , < o o m O 22 19 I _ _ 1V WIOX26 = = E O (3)I5/4"XN'4" 5 „ ' _ (3)15/4"X I V4 I STEEL ® 3 p I 5 FINISHES u g o 15 PLUMBING FIXTURES, FINI E `fl ML LVL (3)1/4 xlV ML LVL,.. � ML LVL � BEAM AND PLUMBING HARDWARE N� q — — - — — — — - - - I6 m m AS SELECTED BY OWNER. O I ARCHWAY I o 11 LL X I 18 � II 1 � ---G1... ��� ���°F o �- MUD I4 la = N - - - - - I 21 = m 13 P = NZ � --► - zo o I O ROOM I P?tN RY UTLER' m ` °- �n G.H. 10.0 FT I G.H. I .O FT PANT RM. u, 14 G.H. 1 T FID 1 20 20 NEW INTERIOR WALLS CONSTRUCTION s 12 ® 2X6 WOOD STUDS ® 16' O.G. PROVIDE O LOAD BE INC WALL — — (3)2_X10 _ _ _ L I/2" INTERIOR GYP. BD. AND y2" - - N BATHROOMERE515TA T OYPSUM BOARD �,- T ARCHWAY. j- O BLOCK 50LID UND ' i - SITTING SPECIFICATION AND NOTES) BEHIND v U U U ILl 1 LOAD BEARING W O I ROOM 1 SIDING. to ABOVE QLn - G.H. 10.0 FT - 2'-O" 7'-O" 7'-6" O 5'-O" _ _71-011- 6'-6" 3'-6" - — — — — — — --� b" b" 6° 6" I b" ;p b" ,� b" b" 4'-6" 41--0" I�- } FLUSH (4) 1 5/4"x 1 I 8" ML LVL w v W DINING ROOM % I cv O I G.H. 10.0 FT 1 I w � X Q O v ,— O W X to — W 0 X m ri- �rl � Ism m z o W _ I tu C ARAOFE w o m N I 1 IIIA ,Ltn o DRI 1r'EW?�Y N W I = _ civ I I I \ 14 13 13 in ® 6X6 WD POST D_3 10 W O W W tL U B B z D_ 1 13 13 1 (3)I1/4"X`V4" (3)I5/4"xd014" ML LVL ® 4X6 WD P05T O SILL L ' c\V ry m N 1 I -�Z18 — ® 4X4 WD POST r N rr ~ � (3)13/4"x�iY4" � (q ry O \ � ,a I 1� MSL LVL "11 Ir X I b -1 5Y2" STEEL PIPE N 6 _FLUSH (�I/a xIIYB ML LVL — x ��I1 O `fl COLUMN O O - (V O m !! HOLD-DOWN # d- m N - W � I IK 12 12 1 12 cxvIL l�� 1 -1 ILL LZI LUSH FLUSH (3)15/4"x I l Y8" ML LVL xML (3)2X10 . (3)2X10 (3)2X1 ° LVL _ R •`-_ _ � ( BEAM UNDER WALL ABOVE l l L ALL EXTERIOR Z ENGINEER WOOD TO O BE EITHER RATED FOR EXTERIOR USE OR TO BE COMPLETED Jun-, WALL KEY 'I� +�� — EXIST TO BE REMOVED ''`'' JU 4'-3" b'-3" b'-3" 4'-3" b'-3" l0'-4" 3'-6" 4'-b" 5'-O" b'-3" b'-3" EXIST TO REMAIN O b fO^ 20'-0" 13'-O" 7'-0" 8'-O" 12'-0" NEW WOOD FRAME CN5T O v I 6" t, NEW POURED CONCRETE O 62'-b° 4"x4" POST UNLE55 OTHERWIISE NOTED z 21'-0" 20'-6" q'-6° 12'-6" ® HOLD DOWN AS NOTED 63'-6" HARD WIRED SMOKE OO DETECTOR W/ BATTERY BACK-UP (� W C� I ® 80 CFM FAN TO EXTERIOR I ✓� �OOR �+� � HARD WIRED CARBON MONOXIDE (�V m O DETECTOR W/ BATTERY BACK-UP N z SCALE: I/4" = I'-O" MIN ' 2020 RESIDENTIAL CODE OF NY5 N Z DENOTES E6RE55 WINDOW # W :� 11 -7 Q 0) p � e Vo 14'-6" ' -AARCHItEC1Sry RCH C H ITECT P.C. 62'-6" TODD O'CONNELL ol 10 151-101, 10 14'-0" 4" 8' 6" 4" TODD O'CONNELL AIA 3'-10" I I'-8" 31'-6" ' 1200 Veterans Memorial Highway Suite 120 10'-b" 22'-O" 5'-6" 5'-6" 5'-6" Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 1r �affi.i fr�' Ii.3=..f.i._-.rte I'1, ;.r,CrTri:r,r'Frlaif-f7f, crfj; 6. TODD O'CONNELL C H I T E C T P.C. 'T TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 r- - - - - - - - - - T - - - - - - - - - P(631) 650-6666 F(631)650-6667 C(516)658-0325 X - - - - - - - - - - - - - - - - - - - -L 6, PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NYS -R905.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROMIr c, C3 EAVEIS EDGE To A MIN. OF 24" INSIDE THE EXTERIOR WALLLINE OF THE STRUCTURE-ROOF LEE75 THAN 45:12 PITCH MUST ICE SHIELD OVERLAY` ENTIRE ROOF.ROOF 5:12 OR STEEPER REOUIRES MIN 5 FT. FROM EAVE EDGE RAFTERS I \ I \�'�y y .'��` OVERLAY OF PIT(�M UN KUUr- t-I CH 4x5 ALUMINUM CUTTER H/ \4�( RAFTERS 5x4 ALUMINUM LEADER To RAFTERS BE SELECTED BY OHNER OVERLAY ON IXa FASCIA BOARD r-7- H/ VENTED SOFFIT - __J L__j 11 cr__ r--------I r Le. 16O. ASPHALT SHINGLES TO BE SELECTED t :2XIO R.R. al 16" 0 10 N 12 ROOF PITCH 10 ON 12 ROO FITICHj 2XIO Rk. a lb., O.G. OVER 50# BUILDING FELT L4 > Z 1 1 I Q I n I / / \ \ I I � I L I I I I / / � — — \ I I --� \ / I � vA => x W X — X& C.T. l IP O.C. I I %Z — _ Li (a U MA50NRY CHIMNEY AND LJ 2X1 R.R.R.R. --------------y----------------- FLUE AS REGUIRED MIN. _.�Q X I!RR.R;,,, --------- 2'-0" ABOVE 10 FT OFF z MAIN ROOF 00/2)-V.I.F. 0 LL 41� 1 4- PROVIDE STEP < 1 7 AP -------JL ------- FLASHING AROUND L ---------- _j MASONRY CHIMNEY --------------------- q'i Tr 00 oq� D 2X6 C,T. 0 TI 6 G. L -0 W UQ"T ri 0 STANDING SEAM _v_ N METAL CRICKET 0 0 I NJ Y ROOF. PROVIDE ICE a: R TZ 0 AND HATER SHIELD I TO ENTIRE -----------J ------- --J L_ ___ rLL3 -------------i I < PIP ;;L:A1­ E: ----------- CRICKET. PROVIDE ir- ------------ VALLEY FLASHING IL wfll M:, O\v`ERLAY SURROUND AND — — — — — — — — — - — — — — — — — — — — — — RAFTERS— I CHIMNEY STEP (Z15/4"V411 WL LVL RI 6E < --I --fk t- t —1 1 FLASHING.I — — — — — — � i 2xb ACG WOOD RIPPED @ ,V411 ILr-1 17 PER FOOT. �o�-�� ���� > Li PROVIDE MEMBRANE SYSTEM. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL X16 R.R. baxio R.R. ITCH 1 -3 D_ PATTERNS SUCH THAT A PR VI KN-=E HNLL 161, O. ® I(P O.z�-;-\ r I 4-INCH-DIAMETER SPHERE TO 5UPf IORT ROC F CANNOT PA55 THROUGH ANY OPENING UP TO A HEIGHT OF L 54 INCHES. L � 7- L----------- L 10 0 Q 0 r-------------------J bXb HD POST D� F 10 ON 12 10 ON 12 1 ()Q I I I 4X6 PC POST ROOF PITCH ROOF PITCH %Z x z 15/49k ML x LVU IDG— — — — — — — — — - 0 4X4 ND POST z 7_ _ _ 6,5 Y2" STEEL PIPE x I 1� - %J x COLUMN x 14.ce- - --- -----\-� HOLD-DOWN II I x x ® I m I _.____..._. .._.. i V o z z I 1xv M N, 2x8 C.-I ci 161, O.C. Z 0 0 I I 0 tu fu 2X5 071 9 IV, O.C. 0 0 y 2X4 z I Ar_ EB01 Tito.'rin (oil 10 OF 0) n F TTIC) 7" 15� C4 V) n R5 (a Or 4T _j la ON 12 10 ON 12 Q < OF PITCH ROOF PIT5�T Q I v 1 2XI0 R.R. ® 1611 O.C. 2XI0 R.R. ® 161, O.C. _,,2XIO R. I XIO R.R. a 167, d) %Z (3):2,XIO x L------- A L — T_ I L--- -FL-, L------- ------ — — — — — — — — — — — — — — UA zy� e_04 e—" O � ROOF FRAM INO FLAN SCALE: 1/4" I'-O" ROO P 0 AOCE-55 ADO 50ALE: 1/4" P-0" }�� DA boo) O T_ K %z IU U 0 N, I lix LL I 11,_41q Z LU < H,Tf—C167S, DD 0 CONNELL ARCHITECT P.C. F X TODD O'CONNELL, AIA PROPOSED TOP Or RIDGE 1200 Veterans Memorial Highway ELEVATION: q5.55' Suite 120 HEI6HT:55.O' Hauppauge,NY 11788 P(631) 650-6666 631 650-6667 C(516)658-0325 ASPHALT ROOF TO BE SELECTED rf, -,fir OVER 50# BUILDING FELT COLOR AND MANUFACTURER AS SELECTED BY OWNER. 4x5 ALUMINUM GUTTER W 5x4 ALUMINUM LEADER To B BE SELECTED BY OWNER ON 1X8AZEK FASCIA BOARD 0 , W VENTED SOFFIT HEIGHT OF WINDOWS AND DOORS LINE OF CONCEALED ALUMINUM FLASHING. -6 kf) STANDINOSEAM METAL ROOF TO BE SELECTED OVER 50# BUILDING FELT COLOR AND ILI MANUFACTURER AS SELECTED BY OWNER. d� CABLE OUARDRAIL PER CODE. MANUFACTURER AS SELECTED BY OVqNER. ILI MASONRY CHIMNEY AND FLUE AS REQUIRED MIN. R 5'-0" ABOVE 10 FT OFF MAIN ROOF 00/s)-V.I.F. PROPOSED SECOND FLOOR ELEVATION: -7!TYO' SIDING AS SELECTED BY OWNER. FINAL COLOR, z R� HEIGHT: 16.15' @ STYLE, FINISH, AND MATERIAL AS SELECTED BY OWNER. z cSl HEIGHT OF NINr,>OPq5 AND DOORS%V— CONCRETE STEPS AND PLATFORM WITH HO DECORATIVE STONE VENEER. INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. tu STANDING SEAM METAL CRICKET ROOF. O X- PROVIDE ICE AND WATER SHIELD TO ENTIRE I D CRICKET. PROVIDE VALLEY FLASHING z ...... SURROUND AND CHIMNEY STEP FLASHING. OMODERN STYLE OVERHEAD GARAGE DOOR AS O S 0 5ELEC17EP BY OWNER. ILI PROPOSED FIRST FLOOR EXTERIOR LIGHTING FIXTURES AS SELECTED BY ELEVATION: (04.14 OWNER.v V� v v XX' < Kill 0 tn LL EXISTINO AVERAOE GRADE i-vtu jL-�@n ELEVATION: 5e'.55' HEI CHT:0.0' 1 - — — — — — — — — — — — — — — — — — --- - — — — — — — — — — — — — -- l — t- o < Z6 k L—11i PROPOSED BASEMENT SLAB V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEVATION: 55.16' N P 0P05F-D BOTTOM OF FOOTING L -J L -J ELEVATION: 52.63' HIGHEST WATER _ tu ALUMINUM ORATE WITHOUT ANY KF-'I' OR TOOL REG'D FOR REMOVAL z z lu LU 13 n 0 z If) (f) L In n WINDOW WELL ci 10" TRENCH FOOTING TO VIRGIN SOIL In > PERMANENT LADDER . REQUIRED PROPOSED LU FOUNDATION NOTE: WALL LvDz� • BARS, GRILLS, COVERS, PROHIBITED OVER WINDOW L WELL UNLE55 DEVICES VA RELEASABLE OR REMOVABLE ,--OPA\/EL FILL FROM INSIDE WITHOUT USE �? tj 1--*1 >._l OF KEY, TOOL OR EXCE551VE OoO oO oO o0 C-) LU FORCE ,,--FERFT=RATED ,)( PVC, FIFE q OL z 0 0 IU LU to z 1"il- Z LU O < <Q § () 1j) 1) AIiCHITECt`5 3 Z O t- F /_. AODD OEONNP.C. PROPOSED TOP OF RIDGE _ _ _ _ _ _ _ <X Q b Q < 3 TODD O'CONNELL, AIA ELEVATION: 413.55 � �-� �� 1200 Veterans Memorial Highway HEIGHT:35.0' - _ A Hauppauge,NY 11788 0 p� P(631)650-6666 / G —12 F(631) 650-6667 C(516)658-0325 `•� - -- tr,�aArSr,/:'�'(;r>>;:f'>�ifi:+=..ra:�.��1i�,. B ASPHALT ROOF TO BE SELECTEDSr,er,rr-q ,,r.;'rr(,Ir-i ic,r,Ij A OVER 30# BUILDING FELT COLOR AND E G MANUFACTURER AS SELECTED BY OWNER. 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO X GT " 6 © BE SELECTED BY OWNER _ ON IX5 AZEK FASCIA BOARD I I I B W/ VENTED SOFFIT HEIGHT OF WINDOWS AND DOORS o-- � E + I O LINE OF CONGEALED ALUMINUM FLASHING. V 1 I STANDING SEAM METAL ROOF TO BE SELECTED O* 6 O R i OI T (_, i. ,I, I_ DO rOVER 30# BUILDING FELT COLOR _ _ __ MANUFACTURER AS SELECTED BY OWNER. CABLE1 ---- z r- I O A5 TEI L PER CODE. MANUFACTURER SELECD BYm _ U __..- i..... I . , -t- IET T tt- ).:.... MASONRY CHIMNEY AND FLUE AS REQUIRED MIN. m PROPOSED SECOND FLOOR ( yf i ,), I. m_ T I F 3'-0" ABOVE 10 FT OFF MAIN ROOF (1O�-V.I.F. O ELEVATION: '75.30' j I z # HEIGHT: SIDING AS SELECTED BY OWNER. FINAL COLOR, STYLE, FINISH, AND MATERIAL AS SELECTED BY �- 6 OWNER. _I HEIGHT OF WINDOW5 AND DOORS I 1 j-( ) I. ' �.. ..I _ 11 (-I-1 I ( I .. ) ....-' '� - 0 (f) CONCRETE STEPS AND PLATFORM WITH O }- I- I _ Y-j- I ! . - V JIOH DECORATIVE STONE VENEER INSTALLED PER v Z I I MANUFACTURER'S WRITTEN SPECIFICATIONS. LU I6 ,- OO 14 V 14 4 w V�STANDING SEAM METALCRICKETROOF . jyPROVIDE ICE AND WATER SHIELD TO ENTIRE Z171 1 1 I 11 1 1 I 9� ag SURRVALLEY rLA5HINO OUND A> D IGDHIMNEY 5 F A5HIN5. 6 I ..I-- !W�.1- I__( I. �-: !5-- DOOR- - ! I _I I L- _ T __ MODERN STYLE OVERHEAD GARAGE AS tn iSELECTED BY OWNER! . . an m I FU _. 4 PROPOSED FIRST FLOOR m _ j _i I I I i i 1 1 1 l o ° W U. ELEVATION: 64_.14 _ I _ f._[y_). O EXTERIOR LIGHTING FIXTURES AS SELECTED BY _ � � I _ �_ - ..- .-(). I. ._ 1. _ 1: 1... ), 1,_. K OWNER. �a o u1 v 6 11 I l ( 1 1 I i < �Q � � N� EXISTING AVERAGE GRADE I I I I I I I E I I ( �►2 0 ELEVATION, 58.55 HE I CHT:O.O _ _.__ _ __. _._ _ .. _ __ _. _._ __ _.._I I - # _ - __._ ..-... — _._. ..._. ____ _.._. ...�� .._.. ._.e.. ....._... .� — ._.. ..— ._._.. ...._ ..�..?...._...�- .__ ._._.�— - � � �' _ _ __ __ _1 __ _ � - ._._. — _._.. _.__ _._. -_ ..._._. .__ — ____. ..._._.. ..__. — ____ .__ .V__ — ___ ____ .�._ ._.._ ..V.- ._.._ .—. __. — .__ ..— ____ .— ...__.. ___ .__. ____ ..._.. -__ _- ____. �.. .__ — _._. ._... —. ____ _._ .- ____ �u �- QQQQCC _ I W.U IIILLL�I]]]ll I �VIPoaz �5 ° } �d� a����°� � IIII IIII I I!I PROP05ED 51 DE ELEVATION R � -�I o .�� �III L — 111 L — J III r-- T I I sGALE: v4" = I'-a' W PROPOSED BASEMENT SLAB _ __ _ _ _ _ — ____ —.. _,-. __.. — I II- — — EIS — � _I�1__F — —.. — _ ___. ____ — — — �] ELEVATION: 53.46' PROP05ED BOTTOM OF FOOTINGL I L _ J ELEVATION: 52.63' v to HIGHEST WATER �4" FRESH AIR VENT ELEVATION:50.63' I THROUGH ROOF LAUNDRY BATH. #2 BATH. #1 I MASTER ROOM i BATHROOM P51o5.1 ROOF E-XTEN51ON --- r— I I --------T-------- z OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE ---_ ---- ------- ----- I r-------� ers----�-e TERMINATED NOT LE96 THAN b INCHES ABOVE THE ROOF OR 6 _ ----------r--- r-- T I 1 I I I I I I 1 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION r---- I I I I 1 WHICHEVER 15 GREATER.WHERE A ROOF 15 TO BE USED FOR I I I I 12' I I 1:2" I 12 1 I I I Qt ASSEMBLY,AS A PROMENADE,055ERVATION DECK OR I I I I I I I I I I I (J) SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT TIN I PIPES SHALL TERMINATE NOT LESS THAN T FEET ABOVE THE VENT I I I I 1 I I ( AS z p ROOF. I TO 0n LV2n I2' iV2 n I1n I 12- �n �„ n IREGT w z P5105-2 FROST CLOSURE 1 EXT. I � I I I T Qr O WHERE THE 4T.5 PERCENT VALUE FOR oUT'51DE DESIGN I I 1 I I FURNACE TEMPERATURE 15 O"F OR LESS,VENT EXTENSIONS THROUGH A I I I I I O ROOF OR WALL SHALL BE NOT LL55 THAN 5 INCHES IN I I I I I V DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I I In N MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. m WO O lu W ATTIC w 14 ■ I F- " � O TABLE P5201? Gw G v Q D z Gw GW— —C44—Gi7 —GYI— GW— GV7—LYI GYI—GY7—GY'1 —W GV1— —GY7--�—GW W G'1—W Lw— GN—tsv —CN Q1 SIZE OF TRAPS FOR PLUMBING FIXTURES �) TRAP SIZE GO —rov—+w wv rlw �wv—►w— —HN—HNA - -rw wr—fw—fw—wv— w—fw—fw wi GO ry N m PLUMBING FIXTURE M INN IMM I Are SAS ere SAS---erc�- O N N BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 11/2 I I TIN N N N Q WHIRLPOOL ATTAf.HMENT5) ( ( I VENT BIDET 11/4 I TO O O CLOTHES WASHER 5TANDPIPE 2 BATH. i KITCHEN EXT. DISHWASHER ON SEPARATE TRAP 11/2 FLOOR DRAIN 2 POWDER WITTHO�UT PISHHNK.WA�RR ANDOR FOODFOOD WASTTE IDISPON-%TH OR 11/2 ROOM ----- ------,------+ - - --- ------ i d tt� cV LAUNDRY TUB ONE OR MORE COMPARTMENTS I I/2 -I--------r- r-- I i I -------- --� BUTLERS SOAS LAVATORY 11/4 r----' -i ! I 1 I I I I I PANTRY SECONDL ❑ FIRED GE SHOVER(BASED ON THE TOTAL FLOW RATE Z" I FTTHRou6H SHONIERHEADS AND BODYSPRAYS) i i I I I I i i FLOOR LOK RATE- 53 GPM AND LE5511/2 I I I I I I I 23 GPM UPTO25b MORE T14AN 5.71 OFM UP TI MORE THAN GPM 54 I 1 I'YI I I I'' 1� VZ 12" I2" �" 2" ' I ✓LLy� 2" �Z" Q1 1 II I I J-1--1 1 I i I I I—aro--ere--ere ere ere— \ J-LI 1 I tJ I i LU I ow — nC'Mn z G.O. —b+ ��+—►w i —+w— —wv-1w 1 —Hw wv—Hw—Hw—Hw—nr—►av— GO 6AS NEW ''-II ,, j FIRSTLFIRED E STOVE LH CD FLOOR I BAR BATH —j ere—ere—e e _______ ----- -------- F O O � Ocn 7 IGW NEW �-'---- I I I2" OAS A5 OL I 1 1 —oW—cw—av—uv HWH IREGT 6AS 3 I I I lav --0Q--Hw T METER O I ry— —av—cK w U4" IVs" 12" FURNACE I BACKFLOW HMPREVENTER I LNEVNI --- OAS MAIN p W CA w cm FW- U1��11�1C R 15R I7 I A�RA1� G.O. - -H� C A5 U N � L � L M�311�C RISER DIACRANi Ilk t N.T.S. CONNECT NEW Z SEWER LINE I- O < D 7 t) !'A k-C H`fft ff r -TODD O'CONNELL RCH ITECT P.C. Cal v _j 4�4 4 o�TI6 , 0430 1b 0 13Z olz z F_ PROPOSED TOP OF RIDGE <6 3: Lu LK q) < G 0 fu TODD O'CONNELL, AIA ELEVATION: q5.55' HEIOHT-55.0' A 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F (631)650-6667 —10 12 C(516)658-0325 _11,111. .............._.� -10 10 (A( ,fn r;p r r f f 1 ASPHALT ROOF TO BE SELECTED .f;rr8ti¢; fiiw,r_r,,ni. -=77' OVER 50# BUILDING FELT COLOR AND --------- MANUFACTURER AS SELECTED BY OWNER. 7' 4x5 ALUMINUM CUTTER K/ 0-_ 5x4 ALUMINUM LEADER TO mea BE SELECTED BY OWNER ON IX5 AZEK FASCIA BOARD ji-M-i I I I I - �__�J I I N/ VENTED SOFFIT HEIGHT OF WINDOWS AND DOORS 1T 1AJ LJA' LINE OF CONCEALED ALUMINUM FLASHING. T! FT-T-11 STANDING SEAM METAL ROOF TO BE SELECTED F.-j -J.-L. �1 am OVER 50# BUILDING FELT COLOR AND jj 10 MANUFACTURER AS SELECTED BY OWNER. U CABLE GUARDRAIL PER CODE. MANUFACTURER AS SELECTED BY OWNER. R MASONRY CHIMNEY AND FLUE AS REQUIRED MIN. PROPOSED SECOND FLOOR1 1! O 5'-0" ABOVE 10 FT OFF MAIN ROOF 00/6)-V.I.F. ELEVATION: '75.50' T7 z HEIGHT: lb. . ......... SIDING AS SELECTED BY OWNER. FINAL COLOR, STYLE, FINISH, AND MATERIAL AS SELECTED BY Ti HEIGHT OF WINDOWS AND DOORS 111. _ CONCRETE STEPS AND PLATFORM WITH MANUFACTURER'S WRITTEN SPECIFICATIONS. DECORATIVE STONE VENEER INSTALLED PER JU STANDING SEAM METAL CRICKET ROOF. D CRICKET. PROVIDE VALLEY FLASHING71 SURROUND AND CHIMNEY STEP FLASHING. tLir-2 � OVERHEAD GARAGE DOOR AS F < N Q 1 MODERN STYLE 1111" 1 OO SELECTED BY ONNER. PROPOSED FIRST =LOOK L---------j fff-F F tu ELEVATION: 64.14' li�p 'D AL- A fl- 4. 11 OEXTERIOR LIGHTING FIXTURES AS SELECTED BY 130 OWNER. HW iig A TAJ 1r5TiNZAvERAr,=_ GRADE -W' 1-U in tL ELEVATION: 5�555' <F-L HEI5HT-O.O' %) — — �_I-,-- — — — — — — — — — — — — — — — -- — - — — — — — — - — — — — — — — — — — — — — — — -- -- - — — — — — — — — — — — — — -- — -.. ._.Y. ._ — — — — — — — — — — — .._._.. .V.-.. — — — — ... — - -- — --- — cS 5 IL Mn z << PROPOSED BASEMENT SLAB ELEVATION: 55.clb — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — _T PROPOSED BOTTOM OF_FOOTING L _J L _J ELEVATION: 52.65' HIGHEST WATER ELEVATION:50.65' lu z z z (3 LU LU Jul I N 1DH E U L E DOOR 5 r_..HEI:;)ULE- LU L 0 0 0 olizi WINDOW M V) MANUFACTURERTYPE UNIT SIZE ROUGH OPENING COMMENTS MANUFACTURER DOOR TYPE UNIT 51ZE COMMENTS N N n I -oil t < 0 CASEMENT V-4"x5 5'-4V2"X5'-OY2" *EC7RE55 WINDOW. 5NIN5, SIN6LE DOOR :21-4"x'11-0" BATHROOM DOOR O CASEMENT 5'-4"x5I_OII 5'-4v2"x5'-0y2" BATHROOM TEMPERED 6LAS5 WINDOW 2 SWING, 51NOLE DOOR 2'-8"x'11-0"LU BEDROOM DOOR O CASEMENT V-4"x51-011 V-442"x51-0Y2" *EGRESS WINDOW. TEMPERED CLASS DEPENDING ON THE MANUFACTURER a DOUBLE DOOR SLIDER (:2)51-0"x111-011 BEDROOM CLOSET DOOR TRAN50M '7'-O"xll-411 '7'-0y2"xII_442I. SWING, SINGLE DOOR :21-b"x171-011 BEDROOM WALK-IN CLOSET POOP, -t n (I O pa PICTURE 4'-O"x51-011 4'-0)2"'x5'-0Y2` 5 SWING, SINGLE POOR 51-01I)e1l-011 LAUNDRY ROOM DOOR O PICTURE 21-9511X6'-011 :2'-942"X(0'-042" TEMPERED GLASS 6 SWING, DOUBLE DOOR (:2)5'-O"x7'-O" MASTER BEDROOM DOOR I-oil :21_611.'e7l CASEMENT 2'-4"x5 :2'-4V2"X5'-09V2" POCKET, SINGLE DOOR -011 lu MASTER BATHROOM DOOR o) -1 lu CASEMENT 2'-4"x51-611 2'-442"X5'-bY2" TEMPERED GLASS a SNIN6, DOUBLE DOOR (:2)51-0"x71-011 MASTER BEDROOM EXTERIOR DECK DOOR O 11 11 51-011,<11-011 0 CASEMENT 51-4 x4'-O V-4V2"x4'-0,142" TEMPERED OLAS5 SWING, 51NISILE DOOR TERRACE ACCESS DOOR, < lu v PICTURE 21-4 xb'-(o 2'-4Y2"X 6-(0)'2 TEMPERED GLASS K SWING, SINGLE DOOR 3'-611x5'-O" MAIN FRONT POOR WITH SIDE LIGHTS 11 tu AWNING 5'-4"x2I_0Il 5'-442"X2'-OY2" TEMPERED GLASS. VINYL WINDOW 11 OVERHEAD, SINGLE POOR 14'-O"x5I_O.. 6ARA5E OVERHEAD DOOR 0 CASEMENT 5'-411x6I-oil 5'-42"X&I-OY2" 12 SWING, SINGLE DOOR 51-011X51-011 GARAGE/ MUM ROOM DOOR H.M.S.C. ("B" LABEL) DOOR LU < CASEMENT 5'-4"xb'_O" 5'-4t2"X C"-0,V2" *Er7RE55 WINDOW. 0 SWING, SINGLE DOOR 51-011x8l-011 MUD ROOM EXTERIOR DOOR Z3 It I-011 (2)21-ollxbf -o z CASEMENT 21-5 X& 14 w SININ6, DOUBLE DOOR il MUD ROOM CLOSET DOOR < 11 11 -1 11 1-0.. q) Z CASEMENT 21-6 x4'-b 2'-&Y2"x 4'-(b)2 KITCHEN WINDOW 15 T POCKET, SINGLE DOOR 51-0 X95 MUD ROOM/ KITCHEN DOOR LU lu O CASEMENT 21-011X51-611 2'-042"x5'-b42" TEMPERED &LA55 in SLIDER, DOUBLE DOOR (:2)4l-011x8l-011 BREAKFAST AREA EXTERIOR DOOR O AWNING 5'-O"xl,-b,, 5'-0,V2"X I'-6Y2 BASEMENT WINDOW ry <W MULTI SLIDE DOOR (4)4l-011x5l-O" MULTI SLIDE, WALL FRAME PER MANUFACTURER'S SPECIFICATIONS LU O CASEMENT 31-011x4'-b" 5'-0Y2"x4'-bY2" *EORE55 WINDOW, IN 5NIN6, SILL HEIGHT 44" A.F.F. MAX 1e v SWING, SINGLE DOOR 21-611x8l-oll PANTRY DOOR > O CASEMENT 5'-4"xb-Oil 5'-4v2"x(0'-0y2" *EGRESS WINDOW. M P SWING, SINGLE DOOR 21-41IX51-011 FIRST FLOOR BATHROOM AND PONDER ROOM O PICTURE 20 5NIN6, DOUBLE DOOR (2)2'-4"x5'-O" FOYER CLOSET Ifl:< 21 5NIN6, 51NOLE DOOR 21-811x8'-Olf GUEST BEDROOM 21 SWING, SINGLE DOOR :2 X5 1-9511 NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING ,-Oit GUEST BEDROOM THESE UNITS MEET OR EXCEED THE FOLLOWING DIMEN51ON5: CLEAR OPENABLE AREA OF 22 SLIDER, DOUBLE DOOR (2):21-b"x51-011 WEST BEDROOM CLOSET 5.1 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; 3: SILL HEIGHT NOT TO EXCEED 44" A.F.F. 29 SWING, DOUBLE DOOR GUEST BEDROOM EXTERIOR DOOR 24 SWING, DOUBLE DOOR (2)31-011x5'-O" BASEMENT EXTERIOR DOOR z as SWING, DOUBLE DOOR (2)5'-O"x.5'-O" BASEMENT WALK IN OL05ET 26 SWING, SINGLE DOOR 51-011x5l-011 BASEMENT MECHANICAL ROOM, H.M.S.C., "B" LABEL DOOR. SWING, SINGLE DOOR 21-511xel-oll BASEMENT BATHROOM DOOR SWING, SINGLE DOOR BASEMENT BEDROOM DOOR tu 2q SWING, SINGLE DOOR 21-511x5'-O" BASEMENT BEDROOM DOOR WALK-IN CLOSET 0 c() 5KIN(5, DOUBLE DOOR (2)2'-611x5'-011 BASEMENT CLOSET DOOR N, z y- W z LU CD PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NY5 -R105.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM ; EAVES EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LE55 THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRES MIN 3 FT. FROM EAVE EDGE '- •TODD O'CONNELL (2)I 5/4"x14" ML LVL RIDGE RCH ITECT P.C. WITH CONTINUOUS RIDGE P1:ZOP05ED TOP OF RIDGE VENT ELEVATION: 83.55' TODD O'CONNELL, AIA HEIGHT:35.0' 1200 Veterans Memorial Highway - -- -- --- r-- — - — ---- - - Suite 120 = =-- Hauppauge,NY 11788 P(631)650-6666 2X8 G.T. ® Ib D.G. ASPHALT SHINGLES TO BE _ �_-- _ - ® OF ATTIC - - -_ -- - -- - CONGEALED 63150- 667 SELEGTED -_-____ - ALUMINUM FLASHING. C(516)658-0325 _.. OVER 30# BUILDING FELT - — 2X10 G.J. ® Ib" O.G. MID-BLOCKING 2XIO R.R. ® Ib O.C. ATTIG LAG BOLTED TO -Ir 4x3 ALUMINUM GUTTER W/ ROOF RAFTERS R30 BATT 3x4 ALUMINUM LEADER TO INSULATION BE SELECTED BY OWNER ter•--=-•=--� 2X6 SLOPED 2X10 R.R. ® I6 O.G. . ON 1X8 FASCIA BOARD R3 ATT FLUSH (2)I 5/4"xl4" ML LVL G CATION W/ VENTED SOFFIT CEILING JOISTS r,�.• -;j' HEIGHT OF WINDOWS AND DOORS NEW INTERIOR WALL5 CONSTRUCTION NEW EXTERIOR WALLS CONSTRUCTION 2X4 WOOD STUDS ® Ib O.G. PROVIDE 2X6 WOOD STUDS ® Ib" O.G. PROVIDE I/2" INTERIOR GYP. BD. (SEE R-21 AND 1/2" INTERIOR GYP. BD. (SEE �- SPECIFICATION AND NOTES) BEHIND �j SIDING. p HALL. SPECIFICATION AND NOTES) AND I/2 _ i EXTERIOR PLYWOOD SHEATHING, AIR O BEDROOM #3 O GL.. O MASTER O I INFILTRATION BARRIER AND 51DINGA5 � �{ 5HOWN ON ELEVATIONS. PROVIDE Y2 d)Z BEDROOM (R2.5) RIGID INSULATION BOARD r a 2X8 R.R. BEHIND SIDING. V ® Ib" O.G. l7/) FLUSH (3)15/4"x117/8" ML LVL - --- - 3� GABLE RAILING TO MEET CODE. PROPOSED SECOND FLOOR m ELEVATION: -75.30' N HEIGHT: 16.15,_ N._ FLUSH (3)15/4"x117/&" ML LVL NEW INTERIOR WALLS CONSTRUCTION II "/8" Til PRO SERIESZ 2X8 G.J. 2X6 WOOD STUDS ® Ib" O.G. PROVIDE 560 ® I6 D.G. FLAT ROOF MEMBRANE SYSTEM. -I HEIGHT OF WINDOWS AND DOORS I/2 INTERIOR GYP. BD. (SEE ® Ib O.G. SPECIFICATION AND NOTES) BEHIND z 6X6 ACG WOOD POST WITH SIDING. FUR OUT WALL A5 NEEDED TO DECORATIVE COLUMN WRAP AS ACCOMMODATE NEW MULTI SLIDE Z o SELECTED BY OWNER. D I N I NCS ROOM PONDER o CREAT ROOM DOOR. 0 o z ROOM o _ 5 s000 V � m UL M <4 to NEW EXTERIOR WALL5 CONSTRUCTION 2Xb WOOD STUDS ® 161, O.G. PROVIDE O Q O PROVIDE BLOCKING R-21 AND 1/2" INTERIOR GYP. BD. (SEE S ' PROPOSED FIRST FLOORSPECIFICATION AND NOTES) AND 1/2" FQ (] ELEVATION: 64.14' _ EXTERIOR PLYWOOD SHEATHING, AIR N O W GFfT-S.�f' INFILTRATION ���� � Y BARRIER AND SIDING AS Q�' � �� V SHOWN ON ELEVATIONS. PROVIDE 7/2" (R2.5) RIGID INSULATION BOARD Q 66 O BEHIND SIDING. DROP WI2x35 STEEL I I Y& TJI PRO SERIES d r IO F BEAM 560 ® Ib O.G. O in xtu EXISTING AVERAGE GRADE Vr W to F ' ELEVATION: 5855' v 2 _ _ — HEIGHT:O.O' _ — � — � __ — _ - - _ _ _ _ _ - - - - - - - - - - - - - - - - - -Q _ __ _ _ __ __ _ - - — __ __ __ __ _ _ _ _ _ — _ _ __ - - - __ __ — — — � _ - - _ _ — - - - — __ - - It SD � Q , Q SIL tr o � FINI5HE17) Sn m BASEMENT IO" POURED CONCRETE o z FOUNDATION WALL (TVP) PROP05ED BASEMENT SLAB \ �. 24"x12" POURED CONCRETE N b Q ELEVATION: 53.86' ��� 7 FOOTING (4,000 P51 MIN) TO REST ON SOL (3 DEEPUNDI MTBW/(2)ED I#4 IN IN PROPOSED BOTTOM OF FOOTING ELEVATION: 52.63' REBAR, 2"x4" KEYWAY U U U U lk ,OUTSIDE WALL HIGHEST WATER _ WATERPROOFING MEMBRANE. ELEVATION:50.63' H z GROSS 5EGT I ON w D z � O O � U V W O W W Q IL V Q Q Z N cm\v m N O O — LU O � O O �r � til D z Q W N N Q z mQ O p N § < I Q 4 HURRICANE ANCHORS MANUFACTURED BY SIMPSON 5TRON&-TIE CONNECTORS MODEL No. H2.5A OR. APPROVED EOUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY ;ARC'Fi I T E G T S RAFTER TO PLATE CONNECTION BOTH SIDES WHEN USP CONNECTORS MODEL No. TMU26,TMU210 -f TODD O'CONNELL OR APPROVED EQUIVALENT AT EVERY J I RCH H ITECT P.C. FTERS DO NOT ALIGN WITH STUDS "� WALL STUDS a 16" O.G. RAFTER TO RIDGE CONNECTION WHEN -- RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway USP CONNECTORS MODEL No. ST22 Suite 120 SIMP50N 5TRONS-TIE CONNECTOR 16 &a. COIL 5TRAPPIN& MANUFACTURED OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 L. #H-7Z TO BE USED WHEN BY 51MP50N 5TRON&-TIE CONNECTORS RAFTER TO RIDGE CONNECTION RAFTER ALIGNS WITH STUD _ MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN P(631) 650-6666 USE A MINIMUM OF TWO Sd / °. . \\� 0 ' F(631) 650-6667 NAILS TH15 SIDE WITH A D& C(516)658-0325 TOTAL OF FOUR INTO RAFTE I I I BOTTOM PLA c RIM JOI o ^ Sr�rrargrr,t,jr 'r�i��.ra , ,r C�dSi I I ° 0 u e\ ° ROOF RAFTS ° DOUBLE TOP PLA r I STUD PLATE TIES MANUFACTURED BY SIMPSON I I STRONG-TIE CONNECTORS MODEL No. RSP4 1�� `�-- \ I\ OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR TO PLATE CONNECTION WHEN RAFTERS DD NOT \1 ALIGN WITH STUD FLOOR J015T r 5TUDS ® 16" O.G. ° ° 16 &a. COIL 5TRAPPIN0 MANUFACTURED ° TWO 8d NAILS BY SIMPSON 5TRONO-TIE CONNECTORS m NOTE- INTO TEINTO PLATES MODEL No. GSIb OR APPROVED EQUIVALENT ALL STRAPPING TO BE �- INSTALLED AS PER MANUFACTURES j- I&HT 8d NAILS SPECIFICATIONS AND NYS CODE (V INTO STUDS WALL STUDS ® 16" O.G. F- It ROOF STRAFF I NO DETAIL � � FLOOR STRAFF I NO DETAIL HURRICANE TIES MANUFACTURED BY F' � SCALE: 3/4" = I'-O" SIMP50N STRONG-TIE CONNECTORS MODEL No. H2.5 OR APPROVED EQUIVALENT AT EVERY to SCALE: 5/4" = I'-O" RAFTER TO BEAM CONNECTION BOTH SIDES-\ Z USE 51MP50N Z-MAX OR HDG CONNECTORS TO INCREASE CORRO51ON RE515TANOE FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER.' ~ a WALL STUDS ® 1611 O.G. PROVIDE HOLD DOWNS AT I " MIN. EDGE o N [�' ALL CORNERS AND BDIFFERENCEOTH { 51DES OF OPENINGS 6' VIP 4 OR GREATER IN WIDTH m ROOF RAFTER u z N POST GAP MANUFACTURED BY 51MP50N V'< W DOUBLE 2X STU 5TRON5-TIE CONNECTORS MODEL No. 5052-3/6 �� �� c 4OR APPROVED EQUIVALENT INSTALLED Q z V 5/B -VXI2 STEEL ANCHOR AS PER MANUFACTURES SPECIFICATIONS , E 2 - O BOTTOM PLA 51MP50N HDU5-SD52. BOLTS AT 5'-0" O.G. MAX. )- I v ~ ad � RIM JOIST MIN EMBEDMENT OF -7",-' BEAM Q~ S 8 } � SEE PLAN,-' <�o s .)0 n o n do DECORATIVE COLUMN COVER u J �i U II bxb GOLU II NOTE: NJ zzo SUB FLOOR ALL STRAPPING TO BE COLUMN BA5 n FLOOR JOIST INSTALLED AS PER MANUFACTURES SPECIFICATIONS AND NYS CODEd O SILL PLA I) Q x 4 TERMITE 5 16 6a. STRAP TIES MANUFACTURED I I a n. N O Q FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS } MODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD •_ AND WRAP UNDER SILL PLATE AT FOUNDATION. { r V V V V II "x3"x12" STL. BEARING PLATE MANUFACTURED v ' BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPS!'2 OR APPROVED EQUIVALENT ' �NG�IOR BOLT DETAIL 00 P. GONG. SLA I PIGAL g/e"xl2" HOOKED ANCHOR BOLT � . - ® 3'-0" O.C. W/'i" MIN. EMBEDMENT INTO CONCRETE 5/8" THREADED STEEL RO SCALE: 5/4" = I'-O" - - WITHIN 6-12" OF EACH END OF PLATE < �- 51MP50N HDU5-5D52.5 COLUMN BASE MANUFACTURED BY a W FOUNPAT I ON STRAFF I NO DETA I DOUBLE 2X STU No. 050 5TRON5-TIE MODEL No. 066-5D52 INSTALLED •�d SCALE: 5/4" = I'-0" 5IMP50N HDU5-SD52. SPECIFICATIONMANUFACTURERS APPROVEDLU z Q WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT CONNECT KIN& STUDS TO TOP PLATE, HOOKED ANCHOR BOLT 0 SEE ROOF STRAPPINO DETAIL WRAP (Y4" 0AL5. 20 &A. COIL STRAP MIN. 12" PENETRATION v P. GONG. CHEEK HALL— VER ALL VER TOP OF TOP PLATE 6 NAIL INTO FOUNDATION a USE SIMPSON Z-MAX OR HMO CONNECTORS ROOF FRAMINGo TO INCREASE CORROSION RE515TANGEkn P 0w FOR ALL HARDWARE IN CONNECTION ROH STRAFF I NO DETAIL W/ AGQ LUMBER. O W W ~O SCALE: 5/4" = 1'-0" v Q Q z PROVIDE HOLD DOWNS AT II ALL CORNERS AND BOTH r N F SIDES OF OPENING 6' N z' t- Q CRIPPLE OR GREATER IN WIDTH cV STUDS DOUBLE TOP PLATE I O O OUBLE 2X STUD m ry z \--HEADER IMF50N HDU5-5D525 1 JACK to STUD l 1 FULL LENGTH LU II V WALL STUDS LU FRAMED OPENING FOR NEW a. a II ---'HOOKED ANCHOR BOLT �' WINDOW OR EXTERIOR DOOR o UI MIN INTO PDUI.IDATTRION ION OL USE SIMP5ON Z-MAX OR HDG CONNECTORS -4 O / TO INCREASE CORROSION RESISTANCE a FOR ALL HARDWARE IN CONNECTIONCD nomn,, W/ AGQ LUMBER. > "T STR �'I;'I NO I7T I LNGf�OR BOLT IST I LluLu 7-(- — —IF— — — IT— T NOTE: O ( I I I I UPLIFT CONNECTION 15 REQUIRED O a r NO UPLIFT CONNECTORS AT EACH END OF THE HEADER AND AT REQUIRED IHI5 AREA I I I BOTTOM OF HEADER STUDS IN ADDITION (� TO CONNECTORS AT WALL STUDS AND Z AT TOP AND BOTTOM OF CRIPPLES. Q 6 Oa. STRAP TIES MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 GONNEGTORS %1Z ju W MODE No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORRO51ON RESISTANCE L STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION ry m z0 AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. N Q z LIFT CONNECTOR PETA I Ltu _ < § 4 v 2020 RE51PENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NYS - TABLE R602.3(I) TABLE R502.11 RAFTER OR TRU55 UPLIFT CONNECTION FORGE5 TABLE Rb02.30) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS'* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED r: FASTENING SCHEDULEFROM WIND (ASD) (POUNDS PER CONNECTION) 0b•G�ds•fQhh FA5TENIN5 SCHEDULE CONTINUED TABLE R501.-t FOR ALL WINDOWS AS PER , NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS ITEM PE50RIPTION OF BUILDING ELEMENTS of FASTENER alp SPACING AND LOCATION EXPOSURE B I DE5GRIPTION OF BUILDING ELEMENTS OF FASTENER a)'c INTERMEDIATE STRUCTURAL MEMBER ALLOWABLE 2020 RESIDENTIAL GODS OF NYS SECTION 8312 2 .g ED6E5h cp DEFLECTION RooF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) SUPPORTS A k- H,-1T E C T,9, (INCHES) RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE 46d BOX(2 J"X0.113")OR RAFTER OR ROOF SPAN 130 mph 140 mph WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND IIlTERIOR WALL SF+EATHIN6 TO FRAMING AND PARTICLE BOARD WALL TODD O'CONNELL BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 5-bd COMMON(2X2"X0.151");OR p p WITH NO FINISHED GEILIN6 ATTACHED TO WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE RCH ITECT P.C. 1 TOE NAIL TRUSS SPACING (FEET) SHEATHING TO FRAMING[SEE TABLE 8602.5(5)FOR WODD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] -�- TO TOP PLATE 5-10d BOX(2 Ys"X0.126");OR ROOF PITCH ROOF PITCH RAFTERS FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE 6d COMMON(2 X0.113')NAIL(SUBFLOOR,WALU P 3-3^x0.131 NAILS 50 '/e'-14" 6d COMMON(2)5"X0.131"MAIL(ROOF) 6 12 INTERIOR WALLS AND PARTITIONS H/180 OR SURFACE BELOW THE EXTERIOR OF THE BUILDING , <5:12 >5:12 < :22 >15 -THE OPERABLE WINDOW SHALL COMPLY WITH: TODD O CONNELL, AIA 4-6d Box(2 �"x0.115") 0R 12 2- -FIT 122 113 31 1%2"- I' 6d COMMON NAIL(215"XO.131") 6 12P FLOORS L/36o OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW 1200 Veterans Memorial Highway 2 GEILIN6 JOISTS TO TOP PLATE 3-10 COMMON(211'X0.131');OR PER JOIST,TOE NAIL 18 122 112 15-1 46 CEILING WITH BRITTLE FINISHES (INCLUDING 5-loa Box l2 X2"x0.1267;OR 24 14Q ;3? I�T2 175 L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEG. 8312.2.2 suite 120 5-5"X0.151" NAILS - lod COMMON(5"X0.1467 NAIL;OR 6 12 PLASTER AND STUCCO) Hauppauge,NY 11788 25 167 153 ' 216 200 52 1 Ya 1 Y4" ad(211"XO.151•) DEFORMED NAIL ppauge, 4-IOd BOX(5"X0.113")OR 12 O.G. 32 155 170 240 222 cEluN&Jo15r NOT ATTACHED To PARALLEL RAFTER, - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/24o 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH OTHER WALL SHEATHING ASTM F20clO P(631)650-6666 36 203 . I b6 264 244 fi LVANIZED ROOFING NAIL, a GYPSUM BOARD) s LAPS OVER PARTITIONS[see Sectiorn 86025.1 ,860252 5-I6d COMMON(515"x0.162•);OR and Table 8602.5.1 (9)] 4-3'X0.131' NAILS FACE NAIL 42 230 111"STRUCTURAL CELLULOSIC,FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 3 6 ALL OTHER STRUCTURAL MEMBERS L/240 THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE F(631)650-6667 53- 211 300 2-18 SHEATHING 482 ?3E 336 311 I Y"LONG 1 6ALVA IZED I e HEAD a CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT C(516)658-0325 GEILIN6 JOIST ATTACHED To PARALLEL RAFTER 12 26 I!'i= 62 a 150 54 -,5,'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 5 6 EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 4 (HEEL JOINT), TABLE Ra02.5.1(a) 15 162 . 14.1 20cl 1a4 5HEATHIN0 I Y..LONG STUCCO FINISHES REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO [see 5ectlons 8602.5.1 ,1602.5.2 and Table Ra025.1 (9)] FACE NAIL 24 Iqs 15= 255 237 a 111"GALVANIZED ROOFING NAIL;STAPLE a LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 "' 'n (t ljll,�-r :r.rCdi 28 222 205 287 266 55 1y GYPSUM 5HEATHIN& GALVANIZED, 115"LONG,IY4•SCREWS, 1 1 EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 16" O.G. - TYPE W OR 5 BRITTLE FINISHES 4-10d BOX(5"X0.126")OR 32 246 226_ 31cl 2415 I COLLAR TIE TO RAFTER FAGS NAIL OR I Ya'X 20ga. 5-I0d COMMON(3)5"X0.146");OR 36 270 24-1 351 325 s d I s/a"GALVANIZED ROOFING NAIL;STAPLE .I 1 a d 2020 RESIDENTIAL CODE OF NYS SECTION R305.1 5 RIDGE STRAP TO RAFTER 4-5"X0.131"NAILS FACE NAIL EACH RAFTER - 56 /e"GYPSUM SHEATHING GALVANIZED, I %,SCREWS,TYPE W OR 5 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/I20 42 306 281 3QQ 370 FINISHES. 45 343 314 447 414 WOOD 5TRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING MINIMUM HEIGHT- CEILING- HABITABLE SPACE HALLWAYS AND 5-Ibd BOX NAILS 0 I'XO.155')OR 2 TOE NAILS ON ONE SIDE 51 s/4 AND LESS bd DEFORMED(2'X0.120')NAIL;OR 6 12 LINTELS 5UPPORTING MASONRY VENEER WALLSe L/600 � 5-lod COMMON NAILS l3"x0.146°);OR AND I TOE NAIL oN OPPOSITE EXPOSURE G 6d COMMON(2 X2"X0.1517 NAIL PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A / 6 RAFTER OR ROOF TRUSS TO PLATE 4-IOd BOX('3"X0.126");OR SIDE OF EACH RAFTER OR NOTE: L=SPAN LENGTH, H=SPAN HEIGHT CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS TOILET4 4-5"X0.131"NAILS TRU55 I ULTIMATE DESIGN WIND SPEED Nult (m h) 6d COMMON(2"X0.1317 NAIL;OR p 56 Y;'- I• 6d DEFORMED(2X1'X0.120')NAIL 6 12 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LESS THAN 6 FEET .5 INCHES �.�.:. y .:. �. 4-I66 0 1j"X0.135")OR IOd COMMON(5^X0.1467 NAIL;OR ' t: C••' <41',' c� TRUSS SPACING (FEET) 3-IOd COMMON f3"x0.146°);OR TOE NAIL 59 1)'b"- I Y+' 6d DEFORMED(2 Y2'XO.120') NAIL 6 12 A5 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS EXCEPTION: t v ROOF PITCH ROOF PITCH 410d Box(3"XO.126");OR OBTAINED FROM THE TABLE R301.2(2). I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR 4-5"X0.131"NAILS <5:12 >5:12 <5:12 )5:12 FOR 51: I Inch 25.4 mm,I foot 304.6 mm,I MILE PER HOUR 0.44?m/s;I ksi 6695 MPa 1 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR _ b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM 3-I6d BOX(3 'X0.1559 OR 12 161 1 ` ;5-1 1 Icls 186 a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING THE LENGTH OF THE CANTILEVER. LESS THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE 2-I6d COMMON(3 X2"x0.1627;OR TOE NAIL is 208 1415 257 242 CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 60 K51 FOR SHANK DIAMETER OF 0.192 INCH(20d G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN REQUIRED FLOOR AREA SHALL HAVE A GEILIN6 HEIGHT OF NOT 5-I0d BOX 0"X0.1269;OR 24 256 1 2.541 317 2cI& COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.M INCH,AND 100 K51 FOR SHANK ROOFS O8 WALLS OF 5UNROOM ADDITIONS OR PATIO LESS THAN 7 FEET 5-5"x0.151'NAILS 12" O.C. 5 2501 _ 26ci 358 335 DIAMETERS OF 0.142 INCH OR LESS. COVERS, NOT SUPPORTING EDGE OF CLASS, THE CONTINUOUS WALL . 32 321 ;1cla 3955-75 b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM'1/16-INCH ON DIAMETER GROWN WIDTH. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 2• THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL 5UPPORT5 WHERE SPANS ARE 46 INCHES OR GREATER I6d COMMON(5)2"xO.I62'7 24"O.G.FACE NAIL 36 353 1 `3241 438 411 d.FOUR-FOOT BY 6-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF m 6 STUD TO STUD MOT AT BRACED WALL PANELS) IOd(5"X0.126");OR 42 402 _315 4cicl 468 e.SPACING OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE Rb02.5(2). L/175 FOR EACH OLA55 LITE OR L/60 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE 16"O.G.FACE NAIL 48 450 /420 560 524 P.WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LE55,NAILS FOR ATTAGHIN6 WOOD STRUGTI)RAL PANEL ROOF SHEATHING TO � 5"X0.151') NAILS _ &ABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 130 MPH, LENGTH D THE MEMBER, WHICHEVER IS MORE STRINGENT. r 12 214 ?5 263 247 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (V Ibd BOX(3X2"X0.155');OR � - �• NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORT'S SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 46 INCH IS 277 2�4 342 322 STUD TO STUD AND ABUTTING STUDS AT INTERSEGTIN6 WALL 3"X0.131'NAILS 12 O.G.FACE NAIL 1, DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD 9 CORNERS(AT BRACED WALL PANELS) 24 340 3 d : 422 3016 g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1596 AND SHALL BE INSTALLED IN AG<.ORDANGE WITH 6A 255.FIBERBOARD SHEATHING DEFLECTION SHALL NOT EXCEED L/120. Z Ibd COMMON(512"X0.162") Ib"O.G.FACE NAIL :: 25 384 353- _476 446 SHALL CONFORM TO ASTM G 206. I6 O.G. - h.SPACING OF FASTENERS ON FLOOR SHEATHING ED6E5 APPLIES TO PANEL ED6E5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM 427 Ibd COMMON(5 N%0-1629 I6" 32 FA 8, 521 4416 O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL ED6E5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE IO 36 46cl _438_ 553 547 SUPPORTED BY PRAMIN6 MEMBERS AND REQUIRED BLOCKING.BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO ~ BUILT-UP HEADER(2"TO 2" HEADER WITH Y2"SPACER) I6d BOX(3)1"X0.135") 12"O.G.EACH EDGE FACE NAIL 42 535 4oicl 664 622 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE DEFLECTION OF H/150. j 45 5aa I 55q 745 647 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOGKIN6. G. REFER TO SECTION R703.5.2. 5-6d BOX(2N50.115");OR -- I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS Z `� II CONTINUOUS HEADER TO STUD 46d COMMON(2)5"X0.151");OR TOE NAIL FOR 51: I INCH = 25.4 mm, I FOOT = 304.Smm, I MILE PER HOUR= 0.44? m/s, ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON O r 4-10d BOX(3"X0.126^ 2 THE oPP051TE SIDE OF THE RATER SHALL NOT BE REQUIRED. R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN v Z I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.a N/m , I pif 14.6 Wm Ibd COMMON(5 Y,°x0.162") Ib'O.G.FADE NAIL WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE ~ a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 12 TOP PLATE TO TOP PLATE IOd BOX(5"x0.126");OR REQUIREMENTS OF THE LARGE MI551LE TEST OF ASTM E 1156 AND A5TM E 1556 A5 ' ~ 5"X0.1517 NAILS 12'O.G.FACE NAIL HE16HT AND WIND EXPOSURE CATE60RY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR p INSULATION THICKNESS IN INCHES BY PIPE SIZES � �o 5-I6d COMMON(3 �"X0.1627;OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DE51ON WIND SPEED. THE WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING �m F u DOUBLE TOP PLATE SPLICE FOR SDC's A-V WITH SEISMIC 12-I6d BOX(5 Y2"X0.1357;OR ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE HEATED WATER NON-0IRGULATIN6 RUNOUT5 GIRGULATIN6 MAINS AND RUNOUTS STANDARD OR AN5I/DA5MA 115. (SEE TABLE BELOW) u 2 12-I0d BOX(5'X0.126");OR FACE NAIL ON EACH SIDE OF n n u u n BRACED WALL LINE SPACING<25' 12-5'XO.I51" NAILS END JOINT(MINIMUM 24"LAP TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 EXCEPTION: P o s a SPLICE LENGTH EACH SIDE OF HEIGHTS. 1'70-180 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 7(b INCH AND A �' 15 END JOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. lenum DOUBLE TOP PLATE SPLICE SDG's D,D,OR ;AND 140-160 0.5 0.5 1.0 1.5 o l 12-I6d(511"x0.135'7 ASSEMBLY DEAD LOAD OF 15 PSF. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE W BRACED WALL LINE SPACING>25' n THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF ►DO-130 0.5 0.5 0.5 I.O OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Q _ f��' v OVERHANG OF 24 INCHES. PREDRILLED A5 REQUIRED FOR THE ANGHORAOE METHOD AND SHALL BE SECURED i- 4 a o W v I6d COMMON(515"x0.162") I6'OG.FAGS NAIL d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO HXHORMO v 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR I6d BOX(3X2"x0.155");OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 5 FEET OF BUILDING RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 1- BLOCKIN6(NOT AT BRACED WALL PANELS) 5„Xp 151•)NAILS 12'O.G.FACE NAIL CORNERS. TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAC PIPES ���-4 EITHER TABLE 8301.2(2) OR ASCE 7 WITH THE PERMANENT CORROSION-RESISTANT o 3-Ibd BOX(3 Xs"x0.135'7;oR 5 EACH 16°O.C.FACE NAIL e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED ' Z�Aa �0 �a> ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE o m UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THISma O< a BOTTOM PLATE TO JOINT,RIM J015T,BAND JOIST OR 2-I6d COMMON(315^x0.1627;OR 2 EACH 16'0.r-.FACE NAIL PIPING-� SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR T '"- � 15 BLOCKING(AT BRACED WALL PANELS) 4-5"X0.151'NAILS 4 EACH 16'O.G.FACE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORGES. TYPES RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2" 2.5" TO 4" BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Q o 4-6d BOX(2 J"X0.113");0Rf. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS DESIGN WIND SPEED, 15 150 MPH OR LESS. 5-I6d BOX(515"X0.155");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pif FOR EACH FULL 4-6d COMMON(2 X2"X0.151");OR TOE NAIL LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 - u 4-10d Box(3"x0.126");OR WALL ABOVE. TABLE R3OI.2.I.2: WINDBORNE DEBRIS PROTECTION FASTENING o a o 16 TOP OR BOTTOM PLATE TO STUD 4-5"X 0.151 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 OS 1.0 1.0 1.5 SCHEDULE FOR WOOD STRUCTURAL PANELS a Q u►'"- } 5-Ibd BOX 0 1'XO.m5");OR SHALL BE PERMITTED. STEAM CONDENSATE 2-Ibd COMMON MX2"XO.162%OR END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED (FEED WATER ANY I.O I.O 1.5 2,0 FASTENER SPACING E `� oo 3-IOd BOX(3'X0.126);OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. FASTENER TYPE 4 FOOT 6 FOOT 3-3"X0.131'NAILS COOLING SYSTEMS PANEL SPAN < PANEL SPAN < PANEL SPAN 5-1oa Box(s•xo.12a");oRCHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 <4 FOOT < 6 FOOT < 8 FOOT IHHs Ll 11 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(5 Y2"X0.162');OR 3-5'X0.151"NAIL5 FACE NAIL AND BRINE 1 120-200 1 0.5 1 1.0 1.0 1.5 NO. 5 WOOD SCREW 3-6d BOX(2 "x0.115");OR BASED ANCHOR WITH 2 I6 10 8 16 I"BRACE TO EACH STUD AND PLATE 2-6a COMMON(2X2"XO.017;OR INCH EMBEDMENT LENGTH v v v v m 2-I0d BOX(5"X0.1267;OR FACE NAIL 2 STAPLES I /i NO. 10 WOOD SCREW 5-6d BOX 2 'X0.115";OR 2-6d COMMON(2 Y2"X0.1317;OP, ANCHOR WITH 2 I6 12 2-10d BOX 0"X0.126');OR l9 I"X b"SHEATHING TO EACH BEARING FACE NAIL INCH EMBEDMENT LENGTH 2 STAPLES,I"GROWN, 169a.) %"LONG 5-6d BOX(2 "X0.115');OR 4 INCH LAG SCREW 5-6d COMMON(215'X0.1517;OR 3-I0d BOX(3"x0.126");OR BASED ANCHOR WITH 2 16 16 16 s STAPLES,I•GRowN, Ibga.,l s/4°LONG INCH EMBEDMENT LENGTH W 20 1"X 5"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"X 6' FACE NAIL x- 4-5d BOX(2 j"X0.113');OR V 5-6d COMMON(2X2"X0.151');OR a. THIS TABLE IS BASED ON 180 MPH ULTIMATE 5-I0d BOX(5"X0.126');ORZ Q 4 STAPLES,I"GROWN,Ibgo.,l 5/4"LONG DE51ON WIND SPEED AND A 33 FOOT MEAN ROOF FLOOR HEIGHT. to z 4-6d BOX(2 J"XO.I15'7;OR b. FASTENERS SHALL BE INSTALLED AT OPPOSING X O 3-6d COMMON(2 X2"X0.131");OR ENDS OF THE WOOD STRUCTURAL PANEL. O FASTENERS SHALL BE LOCATED NOT LESS THAN 21 JOIST TO SILL,TOP PLATE OR GIRDER 5-10d BOX(3"X0.126'7;OR TOE NAIL V 5-5'X0.151' NAILS (a Z Z 6d Box(2 "X0.113') 4"O.G.TOE NAIL INCH FROM THE EDGE OF THE PANEL. m 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 6d COMMON(2 X2"X0.1517;OR G. ANCHORS SHALL PENETRATE THROUGH THE z PLATE(ROOF APPLICATIONS ALSO) IOd Box(5"X0.126"):OR 6"O.G.TOE NAIL 5"X0.151'NAILS EXTERIOR WALL COVERING WITH AN EMBEDMENT O Q p Z 0 5-661 BOX 2 XO.I15 ;OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2-6d COMMON(215"X0.1317;OR BUILDING FRAME. FASTENERS SHALL BE LOCATED m m 25 1"X 6"5UBFLOOR OR LESS TO EACH J015T 5-I0d BOX(5"X0.126");OR FACE NAILNOT LESS THAN 2 Y2 INCHES FROM THE EDGE of THE m 2 STAPLES,I"GROWN,Ibga.,l %"LONG O N (��[ CONCRETE BLOCK OR CONCRETE. 5-Ibd BOX(.'S N(5,1 "XO.OR N N Q 24 2"SUBFLOOR TO J015T OR GIRDER 2-I6d COMMON(5 X2'X0.1627 BLIND AND FACE NAIL d. PANELS ATTACHED TO MASONRY OR _ 5-I6d BOX(5 NX0.155");OR MASONRY/5TUGG0 SHALL BE ATTACHED USING O O 25 2"PLANKS(PLANK a BEAM-FLOOR a ROOF) 2-I6d COMMON(3 X2"XO.1627 AT EACH BEARING,FACE NAIL VIBRATION-RESISTANT ANCHORS HAVING AN 5-Ibd COMMON(5 "X0.162") ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS m N 4-I0 BOX(3"X0.1267;OR THAN 1,500 POUNDS. 26 BAND OR RIM JOIST TO JOIST 4-5"X0.151"NAILS;OR END NAIL 4-5"X 149a.STAPLES,a"GROWN NAIL G R AS POLLONS, 2020 RESIDENTIAL CODE OF NYS SECTION R308- GLAZING 20d COMMON(4'X0.1927;OR 52"O.G.AT TOP AND BOTTOM - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF GLAZING INSTALLED IN AND STA66EHAZARDOUS LOCATIONS AS DEFINED IN SECTION R305.4 SHALL BE PROVIDED WITH A Od BOX(3^x0.126");OR 24" O.G.FAGSE NAIL AIL AT TOP MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION DE515NATINO THE AND BOTTOM STAGGERED ON 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 5'X0.151 NAILS OPPOSITE SIDES TYPE OF OLA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE LU AND: 2-god COMMON(4"x0.1927;OR FAGS NAIL AT ENDS AND IN THE FINAL INSTALLATION. THE DE5I5NATION SHALL BE ACID ETCHED, SANDBLASTED, 5-I0d SOX(3"X0.126");OR AT EACH SPLICE ` \ UA CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE V 5-5""0.151"HAILS REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE Z 4-I6d BOX(3 j"X0.1357AR MANUFACTURE'S DESIGNATION t 26 LEDGER STRIP 5UPPORTIN6 JOISTS OR RAFTERS 3-Ibd COMMON(315"X0.162");OR AT EACH JOIST OR RAFTER, 410d BOX(5"X0.1267;OR FACE NAIL R305.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R305.4.1 THROUGH 4s"X0.151 NAILS 8308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC, HAZARDOUS LOCATIONS FOR THE PURPOSE OF !� OL 29 BRIDGING TO J015T 2-I0d(5"X0.126") EACH END,TOE NAIL GLAZING (\ O N R305.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF 5WINCING, SLIDING V lu AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION -j 2020 RESIDENTIAL GORE OF NYS m 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LESS THAN 60 INCHES ABOVE THE FLOOR C OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- TABLE R602.3(3) anti - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR WOOD PANEL WALL 5HEATHINO FA5TENINO 50HEDULE -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED t ' ,_� (- MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND P051TION AND WITHIN 24" OF THE HINGED SIDE OF AN IN-SWING DOOR UA K� MINIMUM NAIL PANEL NAIL SPACING uLr 8308.4.3- GLAZING IN WINDOW O STRUCTURAL PANEL THICKNESS STUD SPACING SPEED V (MPH) O A PENETRATION PANEL SPAN (INCHES) (INCHES) WCE5 FIELD WIND EXPOSURE CATEGORY ,(i--\♦\ O _^ SIZE - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN SQ.FT. u, (INCHES) RATING (INCHES O.G) (INCHES O.GJ B c v -BOTTOM EDGE OF GLAZING 15 LESS THAN IS" ABOVE THE FLOOR bd COMMON - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND �' r " 1.5 24/0 3/6 Ib b 12 140 115 110 „ O d COMMON ONE OR MORE WALKING SURFACES ARE WITHIN 36 MEASURED HORIZONTALLY AND IN A STRAIGHT ad COMMON Ib b 12 ITO 140 155 u (25"X0.131'7 1.15 24/16 1/16 24 6 12 140 115 110 LINE OF GLAZING FOR 51: I Inch ■ 25.4 mm, I MILE PER HOUR s 0.44?m/s a.PANEL STRENGTHL AXIS PARALEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHIN&WITH STUD SPAGIN&MORE THAN 16" 308.4.4- -LAZING IN GUARDS AND RAILINGS z ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. 8308.4.5- GLAZING AND WET SURFACES BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED K b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. EDGE OF GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR LATERAL BRACING REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION 8602.10. WAL,�KINO SURFACE C. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-Ib OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 Q SPAN RATING. PLYWOOD SIDING RATED Ib O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED WALL-16 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN Ib"ON CENTER. EDGE OF THE GLAZING IS LE55 THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING O La SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE N O l R305.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING N m z - WHERE GLAZING IS LE55 THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE N o z LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING Q z tu SEE FLOOR PLAN FOR MORE INFORMATION o < D k^�F 1 TABLE R602.10.4- BRAI NG METHODS " G CONNECTION CRITERIA -AgR` H'i'f>r.c t s' METHODS, MATERIAL MINIMUM THICKESS FIGURE FASTENERS 5PAGIN5 TODD O'CONNELL ARCH I T E C T P-C. EXTERIOR SHEATHING PER b"E eE5 12"FIELD TABLE 86025(5) CONTINUOUSLY _ _ TODD O'CONNELL AIA STRUCTURAL 3/811 RAGED NALL LINE THF RAGED WALL LINE THS 1200 Veterans Memorial Highway CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER TABLE R602.5(1) or 8602.5(2) VARIES BY FASTENER Suite 120 mo O Hauppauge, 788 ILI GS-6 bF CONTINUOUSLY SHEATHED 3 �i SEE METHOD G5-W5P SEE METHOD GS-W5P F(631)650-6667 lb WOOD STRUCTURAL PANEL Z ADJACENT TO 6ARA6E 8 C(516)658-0325 OPENINGS 4 ry t- r-r N RETURN HOLD i;t t t;(n;1;� Crlilffi. .CGIii DEVICE PANEL BRACED WALL PANEL AT END DOWN BRACED WALL PANEL AT END OG5�PF -1�bu SEE SECTION 8602.10.6.4 SEE SECTION R602.10b.4 OF BRACED WALL LINE OF BRACED WALL LINE -=-- GONTIN0005LY SHEATHED Z PORTAL FRAME END CONDITION I END CONDITION 2 , O v I Y2" long X 0.12 d1a. 0/ `�y (for)s"thick sheathing) _CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATH d )/2u or 25/32" for 1 °/4" Ion X 0.12 dia. G5-5F5 1, (for ss�z"thick sheathl 5"EVOE5 6 FIELD RAGED WALL LINE —BRACED WALL LINE n� y CONTINUOUSLY SHEATHED maximum 16 alvanlzed roof Ing nails or 8d canmon STRUCTURAL FIBERBOARD Stud spacing g (2)S" long X 0.131" d1a)nulls F n1 T iT � y FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = O.O175 rad, I pound per square foot=471.8 N/m2, I mile per hour = 0.4471 m/s. a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted In Seismic Design Categories G, Do, D and D2. b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall Of the garage. In Seismic Design Categories Do, DI, and V. roof covering dead load shall not exceed 3 psf. 111 c. Garage openings adjacent to a Method 05-6 panel shall be provided with a header in accordance with Table RbO2.5 (1). A Full m height clear opening shall not be permitted to a Method c,5-5 panel. RETURN d. Method GS-SFB does not apply In Seismic, Design Categories Do, DI , D2. PANEL ■ - 1r e. Method applies to detached one and two-family dwellings In Seismic Design Categories Dothrough D2only. 48" MINIMUM BRACED WALL L N FIRST BRACED PANEL AT END OF BRACED Q WALL LINE *SEE REQUIREMENTS WALL PANEL Z # TABLE 8602.10.5 END CONDITION 3 END CONDITION 4 F<- MINIMUM LENGTH OF BRACED WALL PANELS CONTINUOUSLY SHEATHED METHOD MINIMUM LENGTH RAGED WALL LINE REQUIREMENTS z `� (INCHES) GONTRIBUTIN6 ADJACENT CLEAR WALL HEIGHT LEKOTH RETURN PANEL, 24" FOR BRACED WALL LINES SHEATHED V Z OPENING HEIGHT (INCHES) WITH WOOD STRUCTURAL PANELS 52"FOR BRACED WALL LINES SHEATHED (INCHES) 8 FEET 9 FEET 10 FEET II FEET 12 FEET WITH STRUCTURAL FIBERBOARD F- 3f K c,5-W5P j64 24 2'1 30 33 56 ACTUAL g lu U DISTANCE D, 24" FOR BRACED WALL LINES SHEATHED a WITH WOOD STRUCTURAL PANELS 0 V O 52 FOR BRACED WALL LINES SHEATHED V WITH STRUCTURAL FIBERBOARD MDU V HOLD-DOWN 800 LBS CAPACITY FASTENED TO THE EDGE O f0 �J DEVICE1 OF THE BRACED WALL PANEL CLOSEST TO O < O TABLE 8602.3(5) SIZE, HEIGHT AND SPAG I NG OF WOOD STUDS g Foo FRAM N6 BELO CORNER AMP TO THE FOUNDATION OR $HOLD :—I ;(Ile'a.?w ;;►- ;( tV�i-1 w BEARING WALLS NON-BEARING WALLS DOINrI FIRST BRACED tea_ u DEVICE WALL PANEL Q # d 2 0 V MAXIMUM 5PACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN s S LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR SUPPORTING TWD FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY V END CONDITION 5 _- STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED q o UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-GEILNG -------DOUBLE 2X STUD � (INCHES) 5UPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT q v HEIGHT ° (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT 9 (INCHES) sa (FEET) sa (FEET) Q o _ ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC A55EMBLY (INGHE5) DOUBLE 2X STUD � ' IMPSON PHD5-SD53 F u s �t a u0t OL � s FL i2— F IMP50N PH05-8 o O��O u��i� i1 5/8" THREADED ~ < v f O o STEEL ROD Jog�oo � Lj Lj L_j —1 ---HOOKED ANCHOR BOLT K<_ K Q Q MIN 12 PENETRATION 17� IM IMPSON PHD5-SD53o o s D 2X4 10 24 10 ib INTO FOUNDATION s 2X6 10 24 24 16 24 20 24 II USE THREAD ROD, FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm HOLD DOWNS BEDRILL AND EPDXY INTWEEN EX. FOUNDATION a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE PER TABLE 8602.10.5 FLOORS AS REQUIRED AREAS SIDE OR BRID61N6 SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED PANEL LENGTH WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DE51ONF-D IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I I III WHERE WALL LINE UP b. SHALL NOT BE USED IN EXTERIOR WALL5 I 1 I 1 1 USE CANTILEVER HOLD-DOWN c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO i i iiiPROVIDE HOLD DOWNS AT 2X6 OR THE 5TUD5 SHALL BE DES►GNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 1 I I I 1 WHEN DO NOT ALIGN ALL CORNERS AND BOTH r-Ll i SIDES OF OPENINGS (6' a FOR PANEL SPLICE (IF OR GREATER IN WIDTH Z u l� i u 1 NEEDED) ADJO I N I NC PANEL w MIN.3/8" WOOD STRUCTURAL -------------- -14.1` -----------------L L IL----- -----EDGES SHALL MEET OVER / % I SHEATHING ON ONE -------------- -- -------------------11-- ---- ------AN TO ~ D /. PANEL AND BE FASTENED Z FACE �� 11 COMMON FRAMING lj" MIN. EDGEw DIFFERENCE •o t Z 0 0 0 0 0 o PER 8403.1.6 SINGLE POUR X , 0 r ° FOUNDATION ANCHORAGE RIM JOIST NAILED O O jJ� 01 INSTALLATION o PORTION X 1L z X a X 5/8"4)x12" STEEL ANCHOR 4• :':<� Q� Z to N F- ---- o w w p / \ Q \ o _o o-- o--- -0 1 BOLTS M N EMBEDMENT OF 7" z / UJ / / x MIN. 2x4 FRAMING MIN. ; ° 8D COMMON OR GALV. BOX CLEAR SPAN ry ry m m / / \ I / lu DOUBLE STUDS REWIRED ;° 1 NAILS ® 611 O.G. AT PANEL SEE PLA o • w o I7 MAX 0 ry N _ ; ; EDGES FOR SINGLE STORY n� N ,_PANEL LENGTH' .-PANEL LENGTH-' .PANEL LENGTH' W (2) HOLD-DOWN OR (2) to o AND ® 4" INCHES O.G. PANEL o \ Q " P1602,105Z STRAP-TYPE ANCHORS PER i EDGES FOR THE FIRST OF 2 ., � ` ' °• .d ° BRACE WALL PANELS WITH CONTINUOUS SHEATHING < TABLE 8602.10.6.) (ONE EACH �° STORIES ^ a ° ONE #4 RbO2.lo.s.2 J SHOWN FOR CLARITY) STRAP- ' m - P _ _ ,MIpI, REBAR ITN PARTIAL CREDIT FOR BRACED WALL PANELS LE55 THAN 48 TYPE ANCHORS SHALL BE ° �� STUD/POST UNDER HEARD AS d IOM.. SHEAR GONE INCHES IN ACTUAL LENGTH PERMITTED TO BE ATTACHED 1 REQUIRED , - ACTUAL LENGTH OF CONTRIBUTING LENGTH OF BRACED WALL PANEL (INCHES)Q OVER THE WOOD STRUCTURAL 1 1 BRACED WALL PANEL W �� 1 8D COMMON OR GALV. SOX Simpson Strong-Tie 1_ v PANEL ° (INGHE5) 8- FOOT WALL HEIGHT 9- FOOT WALL HEIGHT -- NAILS © 12" O.G. AT USE SIMPSON Z-MAX OR HD6 CONNECTORS STHDI4RJ � - o L \� 1 INTERIOR SUPPORTS TO INCREASE CORROSION RESISTANCE 48 48 48 PANEL MUST BE ATTACHED TO ��� i FOR ALL HARDWARE IN CONNECTION l \ 42 1 36 36 CONCRETE FOOTING OR ° ° 0 W/ACG LUMBER. V 36 27 N/A CONCRETE FOUNDATION WALL DOUBLE 2X STU Z a - LINEAR INTERPOLATION SHALL BE PERMITTED CONTINUOUS OVER BRACED WALL MIN. REINFORCING OF 51MP50N PHD5-5D5 LINE 0 FOUNDATION- ONE #4 REBAR I�}- R602.10.6.1 TOP AND BOTTOM. LAP THREADED ROD ANCHOR BOLT MINIMUM HOLD-DOWN FORGES FOR METHOD ABN BRACED WALL o 0 0 ° ° BARS 15 MINIMUM MIN.INTO PENETRATION o \J J i11 ,� PANELS d ' . I •I I I II I l 0 11-1 SEISMIC DEVON HOLD-DOWN FORGE POUNDS 1 ° 11 ••'° - DRILL AND EPDXY INTO EX � ` CATEGORY AND WIND HEIGHT OF BRACE WALL PANEL o •• PORTION o I •I � II II Ib d SPEED I 'IQ I I '•d o' 71. all .• . s u SUPPORTING/STORIES 8 FEET Cl FEET 10 FEET II FEET 12 PEST e. a 5DG A3,AND G IBoo 1800 1800 2,000 2poO a II' ° ULTIMATE DESIGN WIND ONE STORY II . d Ir • • II 41 11.•d tu SPEED < 140 MPH FIRST OF TNO STORIES 3,000 5,000 3,000 5,3oo 3,600 u o u y u d.o • SDG Ao,5 IAND G 2 ONE STORY 1,600 1,600 I,60o NP NP •• . ��. ., ° •' MINIMUM FOOTING SIZE ° " " o CLEAR SPAN O O UNDER OPENING IS 12 xl2 . A � I7" MAX O (� ULTIMATE DESIGN WIND � ° , SPEED < 140 MPH FIRST OF TWO STORIES spoo 5,000 5,000 NP NP TURNED-DOWN SLAB SHALL � . q V.. ° OL FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.44-1 M/5 (2) )/:2" DIAMETER ANCHOR BOLTS II '' .° ` °• t— NP = NOT PERMITTED LOCATED BETWEEN 6" AND 12" OF BE PERMITTED AT DOOR U a. ° EACH END OF THE SEGMENT OPENINGS TABLE R6O2.7(I) . °' ONE #4 z GIRDER SPANS AND HEADER IMIw H AR GONE SPANS"FOR EXTERIOR BEARING a: Q e d WALLS a.SPANS ARE GIVEN IN FEET AND INGHESON CENTER SHALL BE APPLIED WITH v• elo D PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. ll }� J� 61RDER5 AND &ROUND SNOW LOAD( sf) b.No. I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. M E E LUMBERTH O LJ A E3 W- ALTERNATE 5 RA C�I� INALL L F A N E L HEADERS SIZE 50 OTHER IBU LDINO TABULATED 15 MEASURED PERPENDICULAR RIDGE.FOR WIDTHS Simpson Strong-Tie W W SUPPORTING BUILDING WIDTH (FEET) 5THD14RJ 1- 20 28 5b BETWEEN THERE SHOWN,SPANS ARE PERMITTED TO BE INTERPOLATED TABLE R<,02.1 O.0.1 E RO M 2 02 O I .R.B.G. � o d.NJ= NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THE 5THD14RJ PAN SPAN N SPAN N NUMBER OF JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE m I-2x12 Z W-II" 2 5'-5" 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL N N � Z ROOF AND 2-2x12 9'-Q" I 8'-5' 2 -1'-b" 2 HEIGHT WAppLL STUD TO HEADER I CEILING 5-2x12 12'-2' 2 10'-i' 2 4'-5" 2 LOAD 15LESS THAN O psf AND THE ROOF LIVE SNOW LOAD FOR CASES ILOAD IS EQICH �UALDSNOW TO OR LE55 OLD DOWN FOR BRAOE WALLS DETAIL � � 4-2x12 14'-1" 1 12'-2 2 10'-11' 2 _ Z • THAN 20 psf FOR 51. I Inch = 25.4 mm,I POUND PER SQ.FT. = 0.4?9 kPa W SCALE: N.T.S. v 7 Ll Q CONTINUOUS BEAD , FSEALANT I j `ARCHITI: CTr, TODD O'CONNELL MANUFACTURED THIN-PROFILE ARCHITECT P.C. VENTED AIR SPACE � EXISTING ATTIC VENTILATION BAFFLE / FLOOR ASSEMBLY (FULL WIDTH ATTIC INSULAITON YY RIGID / / TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway ONTINUOUS MINIMAL `—OPTIONAL ELEVATION ' Suite 120 EXPANDING FOAM AT CAVITY INSULATION—/ �, COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 WINDOW PERIMETER --- XPANDIN6 FOAM AROUND -=- A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631)650-6666 SECTION, THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE GUT RI61D INSULATION NTINUOUS BEAD GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667 EfLIN6 GYPSUM BOARD OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 AS AIR BARRIER " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXISTING BAND J015T INSULATION SEALED ONTINUOUS BEAD RETROFIT WITH 1 1/2"RIC INSULATION `—EXTERIOR INSULATED i. INDOW UNIT AS OF SEALANTWALL THE AIR BARRIER IN ANY DROPPED GEILIN6/50FFIT AIR BARRIER ONTINUOU5 BEAD 9-00300 Scala s/4" • I'-0• CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED GEILIN6/SOFFIT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT OAFS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE GONTINUOU5 MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT —GINTINUOU5 MINIMAL 5-01004 scala S/4" = I'-O° SHALL BE SEALED �?\� WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER GAYITIES WITHIN CORNERS AND HEADERS OF FRAME THE JUNCTION OF FOUNDATION AND SILL PLATE TO `�. BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE " GYPSUM BOARD WALL5 CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE r'1! CONTINUOUS BEAD ANUFACTURED RECESSED LIGHT THE JUNCTION OF TOP PLATE AND THE TOP OF F SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS OF R-5 PER INCH MINIMUM TO BE SEALED _ ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED EILIN6 JOISTS WALL5 SHALL BE INSTALLED IN 5UE35TANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER �� ONTINUOUS BEAD KNEE WALL5 SHALL BE SEALED N i OF ADHESIVE ' " N IONTINUOUS BEAD INDOW UNIT AS AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS M OF SEALANT WALL TED EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND CONTINUOUS MINIMAL RIOR WALL FRAMING, AND SKYLI6HT5 AND FRAMING SHALL BE EXPANDING FOAM AT SHEATHING �. � � .— SEALED m XPANDIN6 FOAM SEALANT �- WINDOW PERIMETER AT PERIMETER 2-STUD CORNER WITH 1x4 BACKER ONTINUOU5 BEAD RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER r RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED O F SEALANT 5-00006 Scala,5/4" = 1'-0" GESSED LIGHT FIXTURE TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE Z FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY Q CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY F- — 0 F ADHESIVE BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH —I ONTINUOUS BEAD � ++ OF ADHESIVE OF SEALANT I AIR 5MIN5 AT BOGEYED LIC+MNS IN ATTIC THE TOP 51DE OF 5HEATHIN6, OR CONTINUOUS INSULATION N ONTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTINUOUS SILL SEALER - OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z -FULL WIDTH OF MUD5ILL ONTINUOU5 BEAD 5-02041 Seale: 5/4" . 1'-0" PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE CRAWL SPACE WALL5EXP05ED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, ►- oUNDATION WALL I &7_­CONTINUOU5 BEAD AS AIR BARRIER M OF SEALANT BE COVERED W441,4)ITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE Q �NCRETE IR BARRI4 rAER SLAB AS 1177WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5 a ot ' SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE a PENETRATIONS SHAFTS OPENING TO EXTERIOR OR 1-11 UFO O R , AA o --FLOOASSEMBLY LOCKING AS REQUIRED UNCONDITIONED SPACE TO BE SEALED d o j- YPSUM BOARD BOX S g w m a n CONTINUOUS BEAD ONTINUOU5 BEAD ENCLOSURE NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR z v u_�o n F SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT d`� 0 n e OF SEALANT ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE 00� o o W c CAVITY SPACEOpp_ M��~ N ONTINUOUS BEAD F GEILIN6 JOIST Q a z V V I OF SEALANT _ __ GARAGE SEPARATION PA SAL BETWEEN GARAGE AND CONDITIONED Z�}o S ff OO NTERIOR 6YM5UM - - — - -- WALLBOARD AS BARRIER RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE O RECESSED LIGHTING � MIN MIN BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q j� OONOEPTUAL AIR SEAL I NO STRATEGY // CONCEPTUAL AIR SEAL I NCC 5TRATEOY // CONCEPTUAL AIR SEALING STRATEGY — TO THE DRYWALL AIR TIGHT AND IG RATED ' tun °N 4,� LONER NALL 5E07I0N UPPER MALL 5EOTION AT UPPER FLOOR BAND JOIST PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT uffl '���..��� . AROUND WIRING AND PLUMBING IN EXTERIOR - a o- 5-02011 scales/4" = I'-0• XPANDIN6 FOAM SEALANT ► �' Q WALL5, OR INSULATION THAT ON INSTALLATION 5-02002 SGa le: 3/�F 11 = I I_O 11 rJ-02003 5Ga le: 3/4 = I -O AT PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL O°C NTINUOU5 BEAD OF SEALANT EXTEND BEHIND PIPING AND WIRING ��� ��'L� RYWALL CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS o o m GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALL5 ADJACENT TO SHOWERS AND wu� � �z RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUB5 SHALL 2) LAYERS 2 RI61D INSULATION SEPARATE THEM FROM THE SHOWER5 AND TUBSCUT TO FIT BETIoAEEN THE TUBS SHALL BE INSULATEDINSTALL I" RIGID INSULATION INSTALLED DURING FRAMING Q ELECTRICAL/ I RAFTERS FROM SEAL 50TH AIR�MNS AT R6G�LI&ITINS IN Arno EXTERIOR NE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ��`���� ELECTRICAL OR COMMUNICATION BOXES OR 4 O Ll I" RI61D INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL. VENT SPACE 5-02040 Scala, 5/4" = 1'-0' HVAC REGISTER HVAC REC715TER BOOT5 THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATION LIN5ULATED EXTERIOR V V V V m BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING ATTIC INSULATION WAL1- SUBFLOOR OR DRYWALL FOAM 5EALANT / XTERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE - INSTALL I" RI61D INSULATION 5HEATHIN6 CONGEALED 5PRINKLER5 SPRINKLERS SHALL ONLY BE SEALED IN A MANNER VERTICALLY TO CONNECT INSULATING 5HEATHIN6 TO RI&IDCONNECT 5--STUD CORNER WITH RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL INSULATION BAFFLE. / NOT BE USED TO FILL VOIDS BETWEEN FIRE / FOAM SEAL BOTH JOINT / 5-00001 5ca1a:5/4" = I'-01 SPRINKLER COVER PLATES AND WALL5 OR � ONTINUOUS BEAD � CEILINGS Z lu OF 5EALANT ' ONTINUOUS BEAD � RIGID INSULATION OF SEALANT I V XTERIOR INSULATED 1 " R161D INSULATION Z OLa WALL VIDE BLOCKING AT I I _x"XTERIOR INSULATED STUD CAVITY AT SHOWER W WALL AT EXTERIOR WALL Q I ONTINUOU5 BEAD OF I IO F SEALANT f l N5TALL INTER OR 5HEATHIN6 MATERIALS R-VALUES V v I"RIGID INSULATION AS ATTIC EAVE BAFFLE OUT I"EXTERIOR INSULATION 5HEATHIN6 A5 PRIOR TO INSTALLATION OF AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT I I j PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE 5-01006 5c010:5/4' = 1'-0" 5-01005`xala'S/4" ■ 1'-0' !` 4 ITUB SURROUND FINISH I --PREFAB TUB UNIT },LI O WLa Wn O TILE SURROUND FINISH I , - 1 FIREPLACE 1� \--cEMENT BACKERBOARD UNIT I '—TUB SURROUND BUILDING BOARD M m NSTALL 1" RIGID INSULATION 1 INSULATED PROVIDE BLOCKING AT OND —� GYPSUM WALL BOARD a2") 0.45 N N m m AT BOTH HORIZONTAL AND l r ry N DRAINAGE PLAN I { VERTICAL POSITIONS ZN5ULATEV EXTERIOR EXTERIOR STUD CAVITY AT TUB �" ry O Tr- < j STUD WALL l STUD WALL GYPSUM WALL BOARD (5/8") 0.5625 1 (LEAVE j"GAP FOR EXPANDING FoAr) AT EXTERIOR WALL ONTINUOUS BEAD ry N p THIN PROFILE WALL 5HEATHIN6 l OF SEALANT — PLYWOOD INSTALL EXPANDING FOAM INSULATED EXTERIOR SEALANT AT INTENTIONAL GAPSEXISTING FLOOR 1 i I STUD WALL 1 5HEATH N6� NAL AT I" RI61D INSULATION— PLYWOOD (3/4") O ai4 # l LY CONTINUOUS BEAR NT AAVI TIB INSULATION I 1 ( — 1 ONTINUOUS BEA 1L� ONTINUOUS BEAD OF OF SEALANT u� MINIMUM �" DRIP I — I I 5ELANT SIDING 1 MANUF. SHOWER — ALUM ALUMINUM/ VINYL NYL 51 D I NG (NOT INSULATED) 0.61 I" RI61D INSULATIO 1 PAN XPANDIN6 FOAM SOFFIT CLOS XPANDIN6 FOAM --yy00D FLOOR ASSEMBLY �— ALUMINUM/ VINYL SIDING a'2" INSULATION) 1.80 '1 ' 7 OD FRAME FLOOR ` LU I ASSEMBLY IOOD FRAME •'� I ; � FLOOR ASSEMBLY FLOORING ,.L INSULATED CANTILEVER FLOOR// •• HARDWOOD FLOORING (5/4") 0.68 z CAVITY INSULATION WITH P RI610 INSULATION CLOSURE !— 5-0lola 5ca101TILE 0.05 (v 3/4" = I'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH T'HIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET WITH FIBER PAD 2.08 �/ Z s-01007 5ca1a:5/4" ■ 1'-0' 5-0101215,0010-3/4" = 1'-0" 5-01009 scala�5/4" ' r-o• CARPET WITH RUBBER PAD 1.23 L t ATTIC INSULATION 0 EILIN6 FRAMING Il LOOR GRILLE AIR SPACE 6/2" UP TO 4") 1 L-1 HEATH INTERIOR OF FLOOR DUCT BOOT .00 f1 INSULATION ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE !LU -� _ �-- +l" OF INSULATION SEALANT f " — LEVEL FLOOR TOP PLATE V �AR�GE55 PANEL PLUMBING PIP �, ASPHALT SHINGLES 044AW AGGE55 PANEL TOP PLAO SNUG WITH PERIMETER N5ULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O.Q EXPANDING FOAM 7 SCREWS SEALANT TIE AT INNER LINER SEALANT O TRIM AS REQUIRED ASTIG AT INNER LINER ALL STUD TIE AT OUTER LINER INI5H GEILIN6 WALL 5TU DOORS Z WOOD, SOLID GORE (1 5/4") 2.1? X INSULATED METAL DOOR (2") 15.00 p AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TDP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 5,0010,5/4" ■ 1'-0" 5-01023 5caia,5/4" = 1'-0' 1'-0" 5-01024 soala:5/4" = 1'-0" POURED CONCRETE PER I" 0.08 0 W N N ZO N Q Z z ,Qv QLU < z m LU GENERAL CONDITIONS UNLESS OTHF-RN15E NOTED, GENERAL FIREPLACE ASPHALT ROOF 5HINGLES 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW YORK STATE: CONDITIONS of THE CONTRACT FORFIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R9o5.2 -JOINTS PENETRATIONS, AND ALL 8401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE MINIMUM DESIGN DEAD LOADS* AS PER ASCE �•< CONSTRUCTION, AIA DOCUMENT-201 7-I6 - CHAPTER 3 TABLE G3.1 TO BE A5 INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF 5HINGLE5 BUILDINGS ENVELOPE THAT ARE THE UTILITY ROOM OR OTHER APPROVED LOCATION IN51DE THE COMPONENT LOAD 9 SHALL OBTAIN GERTIFIGATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE BUILDING. (psf) 'A tt c H"i_i E Cts' OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF 5HINGLE5 OR APPROVED SEALED. G E I L I N G 5 TODD O'CONNELL NOT BE MADE WITHOUT WRITTENOF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG R402.2.4: ATTIC, OR CRAWL SPACE ACCESS - SHALL BE RCHc H ITECT P.C. AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO ACOUSTICAL FIBER BOARD 1.0 THE PREMI5E5 SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG THE INSULATION ON THE SURROUNDING SURFACES. 6YP5UM BOARD (per � INCH thickness) 0,55 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN (1/2 INCHES) TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOOE SHALL BE (5/8 INGHE5) (2.75) 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL NY5EGC. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" HOUR. Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK SUSPENDED STEEL CHANNEL SYSTEM 2.0 8 FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION P(631) 650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F (631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N 6 5, ROOF, AND W A L L AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFINGSAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. COMPONENTS AND VERIFY COMPLIANCE. ASPHALT 5HINOLES 2.0 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER-5 APPROVAL, PRIOR TO 6YP5UM 5HEATHIN5, 1/2-In. 2,0 CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC,. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) GUARANTEE HIS WORK AND THE WORK S.S.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, AGA. FIBERBOARD OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERL-ITE 0.8 % E _T �` PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION POLY57YRENE FOAM 0.2 COMPLETION OF THE PROJECT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 �u �� '� OTHERWISE SPEGIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST FUEL-BURNING APPLIANCES REQUIRE SPECIAL GARS. PLYWOOD (per I/8-in. THICKNESS) 0.4 SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND j.ti v RIGID INSULATION, I/2-in. 0."15 � .: ,• c� ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUT5IDE 1 "�' °' L>! PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL SKYLIGHT, METAL FRAME, WIRE GLASS 8.0 INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.13 OF THEONNE RS ARCHITECT, AND THEIR RESIDENTIAL GORE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 -� p AGENTAND EMPLOYEES FROM AND STATE TO OUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BITUMINOUS, SMOOTH SURFACE 1.5 AGAINST ALL CLAIMS, DAMAGEDRAFT OPENINGS (BOTH VERTICAL S, OTHERWISE SPEGIFIED. CARE SHOULD PROVIDED. 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.1 \ LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING DETERMINE AIR LEAKAGE. ATTORNEYS FEES AR151NO OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE FLOOR F ILL RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEI&HT WEIGHT CONCRETE, PER INCH 8,0 (� OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLA55 WINDOWS AND DOORS SPECIFICATIONS. THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 SUCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION (rV EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R308 OF THE RESIDENTIAL CODE OF DUGT INSULATION: R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 BODILY INJURY, 510KNE55, DISEASE FURRED 5PAGE5 SHALL AL50 BE FIRE NYS. ALL GLA55 IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED PLENUMS FLOORS AND FLOOR FIN 1 5 H E 5 z #O OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING CERAMIC OR QUARRY TILE (3/4-inJ Q V DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING 16.0 - (OTHER THAN THE WORK ITSELF ON 1/2-In. MORTAR BED t -I INCLUDING THE LOSS OR USE PLUMBING INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. � 23.0 CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING CERAMIC OR QUARRY TILE (3/4-in.) O RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS SKYLIGHTS MUST BE INSULATED TO R-4. R403.6: MECHANIGAL VENTILATION - THE BUILDING SHALL BE ON I-In. MORTAR BED GAU5ED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF O Z NEGLIGENT ACT OR OM155ION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED 5PAGE5 MUST BE INSULATED TO R-8. IRC/IMG. CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 CONTRACTOR, ANY SUBGONTRAGTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER HARDWOOD FLOORING, 7/7-In. 4.0 v ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST THAN LINOLEUM OR ASPHALT TILE, I/4-in. 1.0 EMPLOYED BY ANY OF THEM, OR CIRECTI N AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. 0.01 X GFA + 75 X (# OF BEDROOMS + 1) �g ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON *GFA = CONDITIONED FLOOR AREA MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 o THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4 CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. SLATE (PER mm THICKNE55) 15.0 OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2020 NYSEGG R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S BASED ON ° Mv,,° PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE SOLID FLAT TILE ON I-In. MORTAR BASE 23.0 ,, h SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUGT CONSTRUCTION: LOADS CALCULATED PER ALGA MANUEL J. 0�- jE� HEREUNDER. ALL MATERIALS, 5UBFLOORIN6, 3/4-In. 3.0 `� Q PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND o ►��"� to ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY R404.1: LIGHTING - A MINIMUM OF 75Y OF PERMANENTLY FLOORS, WOOD JOIST (no laster) 12-fin. Ib-rn. CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" I� p o.c. o.c. A , 0 SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS. JOIST SIZES (In.) (LB�T2) (L.B/rT2) � -- NO LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHE51VE5), LOW-VOLTAGE LIGHTING EXEMPT2x6 6 5 } ° v 0 BLOCK- WORK, FRAMING, NAILING, LAVATORY I I/4" PROVIDE ALL SCREENS AND MASTIC.-PLUS-EMBEDDED-FABRIC, OR d �~ PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLA55 TAPES. DUCT TAPE 15 NOT 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R308- 2x8 6 6 9 F BE CAREFULLY SUPERVISED BY THE TOILET 3" Q R CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IS TO BE FREE OF SCRATCHES AND PERMITTED. GLAZING 2xIO 7 IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED IN ACCORDANCE WITH THE DRAWINGS, VENT 5TAGK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 8 7 ° 0 Q - EXCEPT AS INDICATED IN SECTION R3o8.1.1 EACH PANE OF ( sf) 4 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS FRAME PARTITIONS 0'-"" a °- AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON GLAZING INSTALLED IN HAZARDOUS LOCATIONS A5 DEFINED IN ETH Q q TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2 H.q. SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS I/2-In. GYP. BOTH SIDES 8.0 M�PqmNsn FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION WOOD STUDS 2x4 UNPLASTEREDSPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOGKS. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY 4.0 0< � o DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING o o �o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE FRAME WALLS �usFn as °z STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL ,azo AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALL5: o ° 3 THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND 5TAININ5 -COOLING DUCTS WITH EXTERIOR RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A 2x4 ® 16-In., 5/8-In. GYPSUM, 11.0 Mm)l TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING ' DRANIN65 WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE MANUFAGTURE'5 DESIGNATION 2x6 ® 16-In., 5/8-In. GYPSUM, ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. 12.0 CONTRACTOR TO REMOVE t PRIOR TO CONGEALMENT. PRIOR TO 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-in. SIDING REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A SECTIONS R3o8.4.1 THROUGH R3o8.4.'1 SHALL BE CONSIDERED TO BE 0 0 0 0 RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WIT}-I BRICK VENEER 48.0 6�� DIAMETER EXISTING WORK WHICH INTERFERES SUPPLY GUTS O FIXTURES FOR 5PEGIFIGATION5 TO PROVIDE A WATER SYSTEMS. R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, CLASS, FRAME AND SASH 8.o REFLECTIVE WHITE WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 FOR OR T SITE WORK CONTRACTORFOR T HE FULL SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING I5 LE55 THAN 60 8 IN 7a.0 ACCEPTABLE. ONE THERMOSTAT CAPABLE OF I2 IN 115.0 STAKEOUT IS TO BE PERFORMED BY A INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS N SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE I6 IN 155.0 a�LICENSED SURVEYOR. STAKING AND EITHER OF THE FOLLOWING- CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF LAYOUT ARE TO ESTABLISH ALL LINES - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INGHE5) 4 6 8 10 12 DATA ON DRAWINGS. IN CASE of SYSTEM To BE DESIGNED BY OTHERS. ONE GOAT WOOD FILLER OR STAIN DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE of DENSITY OF UNIT (105 PGF) 6 AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: F- O DI5GREPANGY, RECEIVE AN IN-SWING DOOR NO GROUT 22.0 24.0 31.0 5-7.045.0 z Q PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS AREto CLARIFICATION FROM ARCHITECT 8308.4.3- GLAZING IN WINDOW ROOMS CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. x p PRIOR TO PROCEEDING. EXCAVATE - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ.FT. (GROUT SPACING) AND LOCAL CODES. X AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT -BOTTOM EDGE OF GLAZING IS LE55 THAN IS" ABOVE THE FLOOR 48 IN. O.G. 29.0 38.0 47.0 55.o REFLECTIVE RED ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 4o IN. O.G. 30.0 40.0 49.0 57.0 PANTONE # 187 v OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED 32 IN. o.C. 32.0 42.0 52.0 61.0 . Q z z GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE 24 IN. O.G. 34.0 46.0 57.0 67.0 to IV IV AND BUILDING SITE. STOCKPILE ALL HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING I6 IN. O. G. 40.0 53.0 66.0 79.0 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXP05ED METAL- MINIMUM FIREPLACE DOORS 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 400 5.0 95.0 115.0 WO W 0 p EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED tu R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE �, D- V Q Q z TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, THE BOTTOM EXPOSED EDGE OF GLAZING IS LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A5GE STANDARD - MINIMUM DESIGN ;r TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING 5TRUGTURE5 AND DESIGNATION FOR ST ARE m m MEASURED VERTICALLY.ABOVE ANY STANDING OR WALKING f'�'� � N m WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE different dead load OTHER STRUCTURES -ASCE?-I6 COMPONENTS THAT ARE F . . - - �" ' N ALL SURPLUS MATERIAL THAT I S SURFACE r O � � UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOTT, BUILDING CODE OF NEW YORK STATE, values for differ (PGF) TRU55 TYPE GON5TRU ION 1n N t- Q EXTERIOR 5HEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - 8308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING .2 STROKE SHALL BE REMOVED FROM THE SITE. CD}C DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN SOLID CONCRETE MASONRY UNIT WYTHE5: O O PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GODS, AS APPLICABLE. 36 ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 8 1 10 125TAIRWAY LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS FLOOR FRAMING, INCLUDING APPROVALS MUST BE OBTAINED # PLYWOOD EXTERIOR 5HEATHING TO FOR ARCHITECT'S AND/OR OWNERS DENSITY OF UNIT (105 PGF) 32.0 51.0 601.0 87.0 105.0 -GLAZING 36 OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) GIRDERS AND BEAMS BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: WALKING SURFACE 38.0 60.0 81.0 102.0 124.0 ■ ■ WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL DENSITY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 133.0 ROOF FRAMING 8308.4.'1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING Q2!: LDING "FR" FLOOR AND ROOF FRAMING STUD WALLS AT I/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP _ WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR sr Rosa�ocooEs CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET _ HE HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft FOR EACH FACE PLASTERED. VALUES 5AMPLE-TITLE I9 WrRR PART 1265.4 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLE55 THE WATER HEATER HAS AN TREAD NOSING GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A PL ON rE AvOacE�TDo Eoo PL AL METER SOX �- "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL COPE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. THIRD COURSE. FILL TOP COURSE J015T5 AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. SOLID. MORTAR MIX TO BE ONE PART 50LID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL 6YP5UM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 0 LH POTTY, AND 5 X NT, ONE SAND, LIME ALL GAP PED EDDES OS OFDOUBLEDD ON RD O BE 1/2" O HALLS END 1/2" PIPES TO THE LEVELS ON TABLE 1. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL GORE OF NEW YORK STATE SECTION 8305.1 Tfi�USS IS S I C 1�1 TION S I C 1�l z PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8312.2 MINIMUM HEIGHT- CEILING- HABITABLE THESES HALLWAYS AND PARTS SAND. END OF STUDS. LAP GAP PLATES ET NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET CONCRETE OCCURS, USE MIN. 16 0A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LE55 THAN 24 INCHES ABOVE THE ROOMS LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: LU 11-1-I TEMPERATURES OF 40 DEGREE5 F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC. PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES W i I t li_I Q OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT J-J-1 AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE ►05°F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH 5EC. R512.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS Q >' WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN "I FEET TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" L ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F2090 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 1.0 1.5 2.0 (� NATIONAL ELECTRICAL CODE AND ALL NOTES: MIN. 3,500 P.S.I. AT 28 DAYS 4,000 LENGTH. THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF 140-160 0.5 0.5 1.0 1.5 0 MIN. GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 0.5 I.O nn0 0 SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO 1!_ r REQUIRED BY NYS GORE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 O INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12 Bz ABOVE FINISHED GL05ET5 TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE z FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 36" TYPES RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2'1:25" TO 4" FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS I I LQ SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.O O Q a, WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0 I 0.5 . . .5 CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND 0 10 1 Q r- to 12" AT MAX. V O.G. PROVIDE BITUMEN N z STEAM CONDENSATE i O FAUCETS TO BE SUPPLIED BY OWNER N z F-XPAN51ON JOINTS BETWEEN 5LA55 AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 (V N COOLING SYSTEMS \ ■ NOTE: ALL NON-ENGINEERED LUMBER AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTER z FINISHES TO BE SUPPLIED B CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 LU BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 O Q N J D D JOIST DETAILS ( ) Load bearing or braced/shear wall /•• Plate nail-16d 0.135"x 3/" 1Yz'round holes may be above must stack over wall below i o§ - Plate nail, 16d(0.135 x 3 Y") at 12"on-center ( ) Load bearing or braced/shear wall above cut anywhere In web Plate nail, 16d(0.135"x 3 Y2') When sheathing thickness exceeds s", Blocking panel: 1Y"TJ"'Rim Board, must stack over wall below when resent F ® outside of hatched zone if at 15'on-center at 16"on-center g 2x-stud wall at Floor panel nail- 1 „ ® ( present) ALLOWABLE HOLES - TJI Jests the _ Blocking panel: trim sheathing tongue at rim board " 1/a or IY2'TimberStrand LSL or No load bearing y are located 3"away 9 P 9 9 16"on-center 8d(0.131"x 2/z'")at 6 on-center 1y"TJ`�Rim Board, 1y"or Web stiffener 1 TJI"''oist. wall above horizontally Plate nail-16d(0.135"X�") Blocking panel: Min.distance from Table A Min.distance from Table B (ed a required on both Web stiffeners re (edge-to-edge)from a 1Yz"TimberStrand LSL or at 16"on-center* required on 2x4 minimum Web stiffeners 1Y8"TJ'�Rim Board, Do NOT larger hole. '- 1 ODD O'CONNELL TJI'joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 111/4"or%"TimberStrand'LSL cut or notch flange. r ARCH ITLCT P.C. Floor panel nail- g q _`. 8d(0.131"x 2Y")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist t` 8d(0.131"x 2Yz'") 1Y4'or 1 y" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Y,6 Web stiffeners s" ❑ O •• 6" TODD O'CONNELL, AIA nail each side at A3._W LSL rim board. 61 66 B1 W required on both Toe nail, Toe nail, Toe nail-10d(0.131" sides of both joist 6" L1 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 6•• 1200 Veterans Memorial Highway 1Y8'TJI Rim Board, When sheathing x 3" at 6"on-center ends at B4W ONLY No field cut minimu holes are permitted ifcut Suite 120 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W only) thickness exceeds 8", 1z ) hotestn the group perimeter minimum ho field Do s large ( Y) Web stiffeners required DO NOT (applies to all holes 9 P P notes to holes larger Hauppauge,NY 11788 at 6"on-center at 6' on-center 1Y4'or 1 Yz"TimberStrand"'LSL. trim sheathing tongue min. on both sides at BIW End of joists at cut holes In cantilever hatched except knockouts) meets requirements for hatched than f%-in TJI'rim 01St at rim board centerline reinforcement. zones round or square holes. zones cantilever Web stiffener ) and 62W ONLY P(631) 650-6666 of support required on both s Toe nail-10d(0.131"x 3") PP q Must have 7/4"minimum at 6"on-center* Install proper blocking to Blocking panels maybe required Table A - End Support F(631) 650-6667 sides at Al W ONLY * joist bearing at ends.Attach O 0 O O support all panel edges B2 62W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support C(516)658-0325 Al Al W A2 A2W rim joist perA3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 63 B3W below-see detail B1 B4 B4W JOIST TJI" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 eA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 �` DEPTH 2" 3" 4" 5'• 6)z" 7" 8%•• 11" 13•• 2" 3'• 4'• 5'• 6y2' 7" 8%'• 11•• 13" O O Nail through 2x cantilever,wood backer and W-I We erhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O Details and Installation in Weyerhaeuser Installation Guide 1 „ - . 110 1'-0" r-6" z'-o" 3'-0" S-o" r-a' r-6" 2'-6" 3'-6" a'-s" ;r;r;r l i;:n(-P rr.(i(,;r-ir_;r??wri, y g 1Ya' TJ Rim Board or 1Ya"or 1/z TimberStrand Blocking TJI joist web with 2 rows 10d(0.148"x 3") 210 1'•0" 1'-6" 2'-s" 3'-0" 5-6" 1'-0" z'-0" 2-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel g nails at 6"on-center,clinched. 9y2 230 1'-6•' 2'-0" 2'-6" 3'-6" 5'-6" P1'0" 2'0" 3'-D" 4'-6" 5'0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3%")nails with 3y"TJI' 360 r-s'• z'-o" 3'-0" 4'-0" s'-0" r-s" z'-s" 3'-6" F-o" 5-6-- connections equivalent to floor panel schedule. joist flange widths. 560 1'-s" 2-6" 3'-6" s'-0" T-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- g 110 1'-0" r-o" r-s" 2'-0" z'-s" 3'-0" 5-6" r-0" 1=6" 2%0" 2'-6" 4'-6" F-O" s'-o" reinforcement and filler 15'dee blocking panels;6"diameter 1Y"TJ Rim Board 1Ya"or 1Y2'TimberStrand P 9 P 210 1'-0" 1'-s" 2'•0" 2'-0" 3'-0" 3'-6" 6'-0" 11-0.1. 1'-s" 2'-6" 3'-0" 5'-0" 5'-6" 6'-6" " 4'-0"length of 8"diameter maximum hole for 113/"- block. Use 4'-0"length maximum for blocking panels 9%" LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 118•' 230 1'-0" 1'-s" z'-0" z'-s" 3'-0" 3'-6" s'-s" 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 5'-6" T-0-- 3/4" -0" 3/4'reinforcement 16"deep blocking panels;6"diameter with 9%"and 11%"TJI"' eep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y") 360 11' r-o" 3'-0" 3'-s" 4'-6" s-o" T-o" r-s" r-s" 3'-s" a'-s" s'-s" s'-s" r-s" 'i f 8"diameter maximum hole for on one side at E2, Attach reinforcement to joist nail at each corner Sso r-s° z'-s" 3'-0° 5'-s" 6'-0" s'-0" z'-s" 3'-6" 4'-6" s-s" T-0" T-6•' 8%0" .� Web stiffeners 11%"-16"deep blocking panels; both sides at E3 dee or shorter than 12"Ion oasts. Do not cut flanges. with one 8d(0.131"x 2Y2') uniformly110 r-o„ r-o° r-o" r-o" r-s° r-o" 3'-0° s'-s" r-0" 1'-0" r-s" z'-0" 3'-s" 4'-0" 6'-0" s'-o° t k' .O � maximum for blocking panels 9Y" ) 9 F1 a Iles to t Load from above required on both 6"diameter maximum for P g Horizontal blocking 210 1-o r-o r-o" r-s" 2'-0" z'-s" 3'-6" s'-o" r-0" r-0" z-o" 2'-6" 4'-0" a'-s" s'-6" 6'-s" < --� T mberStRrand LSL1Nail with nail at each corner j ;o g P , P Do not cut flanges. panels between each loaded joists 14" 230 r-o r-o' r-o" r-s" z'-s" z'-s" a'-o° 3'-0" r-o" r-o° z'-o" 3'-0° a'-o° s'-o" T-o" s'-o" sides at E1 W ONLY blocking panels 9/"dee or ® joist. Nail to top plate with only. 360 1.0 1-0 11-4- 2-6 3-6 a-o 5-6 s-o r-o" r-s" 2'-6" 4%0" 6'-0" s'-s" 8%0" 9'-6" shorter than 12"long. Y Y IOd(0.131"x 3")nails,one 12"len th of%4' connections equivalent to O 560 1,a, r-o° r-0„ 3'-0;; a,-s,; 5'-0" s'-s" 9'-0° r-s" 3'-0° 4'-0" s'-o° T-o" 7'-s° s'-o° 10'-0" � 40 Ys" Do not cut flan es. 9 q Wood b' �R` t 1 a'TJ®Rim Board or 1 a or 1y each at top and bottom flange. reinforcement on floor panel schedule. backer aF��vet ��.jl 110 1-0 1-0 1-0 1-0 1-0 r-o" z'-o" 3'-0" F-o° r-o" r-o" r-o° r-s" 3'-0" 3'-0° s'-s° 3'-s" 10'-0" y one side at E5, 3 , e �ti` ds z10 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" 2'-s" 3'-6" 6'-0" 1'-0" v-0" TimberStrand"'LSL. Nail with 10d s tt` " 0 (0.131"x 3")nails,one each at Attach reinforcement to412' length of/4' tied`Jet ca Boa 1s" 230 r-o" 'r-O" r-0" r-o•' r-s" r-s" 3'-0" a'-o" T-0" r-0" r-0" r•0" z'-0" 3'-6" 4'-0" T-o° s'-o" 1r-o" lll'll l both sides at E6 1�2 r-0" r-o" r-o" r-0^ z'-s" 2'-6^ 4'-6" s'-s" 9'-0" r-o^ r-o" r-s" 3'-0" 5'-0" 5'-s" 9'-0" 10'-o" 1r-s" \ J top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Gaai��e,tr J��ot� Sso 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �et`g l 560 r-o" r-o" r-o" r-0" z-s" T-0" s'-o" T-6" 1a-0" r-0" 2'-0" 3'-0" 4'-s" s'-s" T-0" 10'-0. 1r-0" 12'-0" y Attach reinforcement on-center,clinched. Use 2 each joist a" s" 7" e•• 10" 12" 14%4' 168" 4•• s" T s" 10' 1z" 14%" 168" 2x4 minimum p Jll1 to joist flange with V <(� rows with 9%"and 11 j$' Less than 5" E7 E8 Less than 5' 16„ 360 1'-0" 1'-0" 1'-0" z'-o" 4'-0" 5'-6" 9'-6" 1'-0" 4'-6" 6'-0" 0" 11'-0" 13'•6" m squash blocks 8d 0.131"x 2Y2")nails at 6" y�R` 560 r-o" v-0" r-0" z-0° 4'-s" 7'-0" 10'-s" 6'-s" 8'-0" 1r-o" 12'-0" 1a'-o" , � 0 ( a TJI joists. 1/a"TJ Rim Board or Z,• �� on-center.When reinforcing Ga *: WEB STIFFENER ATTACHMENT 360 1'-0" 1'-0" T-0" 1'-0" 2'-0" a'-o" 7'-0" 10'-0" 1'•0" 1'-s" 3'-o" 4'-s" 8'-0" 11'-6" CS Use 2x4 minimum squash blocks to 1Ya"or 1%"TimberStrand LSL. Face grain a��d` g E5 E6 /1 p . 20" t� both sides,stagger Wads. /6'minimum Sso 1'-0" 1'-0" T-0" T-0" 2'-0" a'-6" _._..F '6" 5'-0" transfer load around TJI'joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%"TJI® joist flan a widths 23/"maximum E1 E1W nails,one each at top and E2 E3 g 1 Table B - Intermediate or Cantilever Support (%"for TJI- Nailing: Z bottom flange. EXTERIOR DECK ATTACHMENT Option 41: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support App/ysubfloor TJI`joist blocking with end JOIST TJI1' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing Web stiffener both sides. DEPTH -1 g adhesive to all blocks installed at joist-span * z" 3° a" 5" sy" r' 6 e" 11• 13" z•' 3" a" s'• sy2• T' s/" 11• 13" --I Flush bearing plate required. Flashing locations using See table below. With point load from above,and no support Hanger height must Double TJh Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang contact surfaces 1 „ below,install web stiffener tight to top flange 110 2'-0" 2'-s° 3'-s" a'-s" T-s" r-s" r-s" 3'-s° F-s" s'-s" Z (j) two 8d(0.113"x 2/) Tight fit* (gap at bottom flange) 9Y„ 210 z-o" z'-s" 3'-6" F-o" 8'-0" 2-0" 3'-0" a'-0" s'-s" T-s" be a minimum of depth Attach per the table.Clinch to to flange(tight to bottom permitted at beam. ofjotstdepth P P g ( g P Treated 2x_ n nails or 230 z-s" 3'-0" a'-o" s'-s" e'-s" z-o" 3'-6" 4'-s" s'-s" T-s" v nails when possible. flange with face mount hangers). ledger Spa 2y"screws, Depth Minimum Web Nailing Requirements 360 3'-0" 4'-0" 5'-6" s'-6" 9'-0" S-0" 4'-6" F-6" T-s" a'-0" Z Clinch nails when possible. �s� TJI Joist Series Number Nails 560 3'-s" s'-0" s'-o" T-6" 10'-0" 4'-0" 5'-s" s'-s" a'-o" 9'-0" P See fastener ® ���o �a�� typical (in.) Stiffener Size Type F table below. Maintain 1Ya"TJ Rim Board or 1Y4" Qtc End Intermediate 110 T-a' r-o" r-6" z'-s" 4'-0" a'-s" 8'-6" r-0" r-s" 2'-6" 4'-0" T-o" T-0" 9'-6" O K or 1y"TimberStrand'o LSL. 110 All 5/s"x 2%s'" 210 r-a' r-o" 7-2 3'-0" 4'-s" s'-o" s'-o" r-o" z-o° 3'-0" 4'-6" 8'-0° 2"distance(minimum)from 8d 11%' 230 r•o" z-0" 2'-F' 3'-6" 5'-0" F-s" 10'-0" r-o" z-6" S-6" F-0" 8'-6" 9'-0" 1o'-6" m O Top mount ed a of led ledger to fastener. 210 All Y4'x 25/6''" F kJ 9 g 7 5 ••iii 0.113"x 2Y' 360 2'-0" 3'-0" 4'-0" F_6" 7'0" T-6" 11'0" 2'-0" 3'-6" 5'-0" T-0" 9'6" 9'-6" 11'0" V O O hanger Option#2: 230&360 All /"x 2/6 ( z) 3 3 560 1'-s" 3'0" 4'-6" 5'-6" 8'-0" 8'6" 12'_0" 3'0" 4'6" 6'-0" F-0" 10'6" 11'0" 12'0" 2 inF- Fastener Allowable Load(2)(lbs/bolt) 2x strapping Installed at Y 16d 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" s'-o" 9'-0" 12'-0" F W Backer block g joist-span locations using two 210 r-o" r-o" r-o" r.o" z'-s" 3'-0" F-s" 9'-6" r-0" r-0" z'-0" 3'-6" s'-o" T-0" 10'-0" 13'-0" Face mount yz"Through bolt 560 All 2x4`z' (0.135"x 3Yz) both sides of web Rim Board Material y lag bolt Yz Through bolt with Air Space " 14" 230 r-o" r-0" r-o" 2'-0" 3'-6" 4'-0" s'-0" 10'-6" 1'-0" r-0" z'-s" 4'-0" s'-s" T-6" 11--0" 13'-6" O O hanger with single TJI joist 1y$'TJ"'Rim Board 3 ZYz screws per joist,typical 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-s" 5'-s" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" S-6" 9'-0" 10'-0" 12'-0" 14'-0" F O (la 1 4'TimberStrand°LSL 610 725 6150) Option#3: 560D 20„ 2x4`2' 16d 5 5 560 1'-0" 1'-0" 1'-s" 3'-6" 5'-6" s'-s" 9'-6" 13'-6" 1'-0" 3'-0" S-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" V Q z } Web stiffeners required if sides of 1 " 110 1'-0° r-o° r-o° r-o° r-o" r-o" z'-6° s'-o" a'-s" r-o° r-o" r-o° r-o° 3'-6° a-s" 8'-s" 1r-s" 1F-o° -p m W H1 hanger do not laterally support at HZ With top mount hangers,backer block required only H3 1 y2"TimberStrand`°'LSL 675 725 Directly applied ceiling 22" (0.135"x 3/z) 6 11 3 for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. PB1 24"j3j 6 13 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-s" s'-o" 10'-0" 1'-0" 1'-0" 1'-0" 1'-s" a'-s" s'-s" 10'-0" 1z'-s" 16'-0.. O z �n aL O least/a of TJI joist top flange conditions. For nailing requirements see page 5 TJ- (2)Allowable load determined in accordance with ASTM D7672. When specified on the layout,one of W 1 PS1 or PS2 sheathing,face rain vertical 16" 230 1'-0.. 1'-0" 1'-0" 1'-0" 1'-s" z'-o" a'-o" s'-s" 11'-0" 1'-0" 1'-0" T-0" 2'-6" 5'-0" s'-0" 10'-s" 13'-s" 16'-6" p- �- V O O o 1) g q P g , ( ) g, g 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" 8'6" 13'0" 14'6" 17'_0" ° 9001 Weyerhaeuser installation Guide for Floor and (3)1y"TJ Rim Board is allowed with joist depths<16"only. the bracing options above is required 2 Construction rade or better (§ {� Y ( ) g 560 1'-0" 1'-0" 1'0" 1'-0" 2'-6" 3'6" 7'0" 11'_0" 15'_0" 1'0" 1'0" 3'-s" 5'6" 9'-0" 10'0" 14'6" 16--a-118--a. � " Roof Framing, TJ-9001. (4)Maximum Y2"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI''560D Joists O U! Z a V 4" 6" T• 8" 10" 12" 14%" 16%4' 4" 6" T' s" 10" 1 z 14% 168 BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" V-6- 1' 3'-0" s'-o" 9'-0" 14'-6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" 16'-s" 19'-0" a a ° Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 161 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'-6" 16'-s" 18'-0" 1s'-s" O}m TJI`(11(zl Rim Board 1Y;' TJI Joists 110 210 230 or 360 360 560 560D 20., Sso 1'-0" 1'-0" t'-o" 1'-0" 3'-0" s'-o" 11'-0" 15'-0" 1'-0" 1'-s" a'-c" 3'-0" 12'-s" 1s'-6" 1s'-o" 2o'-s" �Q�� � BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Y8"TJ® TimberStrand'LSL TimberStrand"LSL Microllam® Parallam' Sso 1'-0" T-0" r-0" r-0" r-6" s'-6" 11'-s" 15'-s" r-0" 3'-0" s'-o" a'-s" 1a' Q m fn W Depth 9Yz'".11%" 14"-16" 9Yz'-1178•' 14"-16" 9Y2••_11%•' 14'•-16•' 18"-20" 11Y88" 14"-16•' 18"-20" 22"-24" Rectangular holes based on measurement of longest side d 0. 7 BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 18" 1Yz' or wider LVL PSL 3 Leave Y8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 0 T IL p O CONNECTION CONCRETE WALL 8d(0.113"x 2Y2'),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+/8' 2x8+8" 2x6+y" 2x8+y2' 2x12+Y2 Two Two Two Four 3/"x 15" w Q 1Y6'TJ Rim Board or Strap per code if top plate 2x6 2x8 • Tables are based on uniform load tables in current design literature. „ � 10d(0.148"x 3"),12d(0.148"x 3Y4') 4"(8) 4"(3) 6" 4" 3" 3" 5" q'• (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing g V 1Y4'or 1 Yz TimberStrand isnot continuous over • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located �O> O u LSL or blocking for lateral header 16d(0.162"x 3y") 6" 6 16"(4) 6'(5) 6"(5) 6"(e) 8'(41 6" Cantilever Filler 2x6 2x10 2x6+3/8 2x10+8 2x6+)2 2x10+Y2 Not at the center of the joist span provided that no other holes occur in the joist. In U V O v } sheathing sheathing sheathing sheathing Not applicable W support (1)Stagger nails when using 4"on-center spacing and maintain 8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"long 4'-0"long 6-0 long 4'-0 long 6-0"long applicable 1 _F° ()� panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for ALLOWABLE HOLES - Headers and Beams Z ~ 1 ®. . Backer Block(1) z Strap per code If top .•..• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI )oasts. 3� s " /4"or%e' 38"or 1"Net 2x6 2x8 2x12 Two Y4"x 15" ® z 3 (Detail F7 /8 or)'," 2 For non-diaphragm a lications multiple rows of e r �.55E Tlm b plate is not continuous ...' ( ) pp p fasteners are permitted if the rows are offset at least/ and staggered. erStrand LSL Headers and Beams over column (3)With 10d(0.149'x 1'/P)nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the p Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than IY4'(to minimize splitting). Nail Size Filler 10d(0.128"x 3'� 16d(0.135"x 3 y2') largest hole(minimum) Q Q to O p O s Q hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Backer 1 O(0.128"x 3") Protect untreated Y depth Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Filler 15 one side 15 each side 25 each side Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 g contact with recommendations listed above. Quantity(2) Backer 15 15 15 V V See current Weyerhaeuser L4 Concrete ■Maximum nail spacing for TJI joists is 18"on-center. o L1 L2 L3 (1)If necessary,increase filler and backer block height for face mount hangers and maintain "gap at top of joist,see detail W Filler and backer block O O O literature for framing connectors O ■14 ga staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"Into the TJI joist Or rim beard is aChlOVed dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks) 0 0 0 0 0 1.55 E TimberStrand°LSL ■To minimize splitting,maintain edge distance and row spacing of 21x2 x nail diameter or 8,whichever is greater. (2)Clinch nails when possible. ■Nailing rows must be offset at least}z"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, rJ-soo,. sY4'-s/2' 3" p p Joists must be laterally supported atJ 8" 11Ya"-11%a" 3%e' Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4%" Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies to not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with W Type Min. Length #Rows O.C.Spacing Location When fasteners are required on both q g• g sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3'=' p g • Round holes only X 12" side so they fall halfway between • No holes in headers or beams in plank orientation. O COLUMN 2 12d-16d nails 3 Y4' 2'2' One side fasteners on the first side. Screws 33/"or 3%" 2 24" 12 Other Trus Joist® Headers and Beams Z • 10d nails 3" 3'2' Al Z 12" Both sides DO NOT bevel cut of Rim board joint 3 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand` and Parallam"PSL 12d-16d nails 3 Y4' 2 j st MicrollamR LVL B � 3 3 1 beyond inside face of wall. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the v 1/" 38"or 3/" Both sides face of support member, largest hole minimum Q Z Z Screws 2 24•' Load must be applied evenly across � Ys depth v 5" One side entire beam width.Otherwise,use pp g (minimum) Verify column capacity 3, ,z, connections for side-loaded beams. DO NOT cut notch or drift jp 10d nails 3" 3 One side holes In headers or beams and beam bearing I2" L5 12d-16d nails"' 3 Y4' 2'2' (per ply) except as Indicated in Z length.See current 4 d IU O W W o o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o o a R- U D Q Z Screws 6/ 2 24 One side Multiple pieces can be nailed or bolted together to CS 3 „ form a header or beam of the required size,u to a TJI''rim joist ® N N m L6 q p '•. Microllam LVL and Other Trus Joist&Beams m W 5"or 6" Both sides maximum width of 7" 1Y"TJI'Rim Board or Parallam"'PSL Screws 2 24" L3 �, Header or Beam Maximum Round 3Yz" 2 1Y4'or 1 Y2'TimberStrand LSL. allowed hole zone Depth Hole Size 6 3/" One side AZ N YZ'bolts 8" 2 24" middley span 438 1 5Yz" 1 1 Cd nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrand® LSL allowed hole zone d COLUMN DETAILS ( ' 61 7Ya"-20„ 2" (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)Wien 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 'd- m tV - } 62 • Allowed hole zone suitable for headers and beams with uniform loads only. ([KU BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 63 • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Y"TJI'Rim Board or (Load bearing wall above) • No holes in headers or beams in plank orientation. 14"or 1%"TimberStrand'c LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d each x e floor panel edge is supported O B4 intermediate bearings WARNING One 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally , LU nail each side. Drive 9 V Do not cut joist flanges. y nails at an angle at braced/shear wall • Blockin • Sheathin '1"-' , Plumbing Drop Bracing Includes: P1 LU least%"from end. End of joists from above • Hangers • Rim Board • Rim tJoin s 1-4-! �--� 3Yz"minimum at centerline Y_ COLUMN BASE 3 Also see detail B2 of support L2 13/4"minimum end bearing intermediate bearing u ,- single-family applications 5Y4'may be required '"T +��for maximum H1 Shear transfer:Connections equivalent capacity1' ' ovz to floor panel nailing schedule o ILI ILI * ,•:.,;:.:., Rim to TJI®Joist 0 '• ' '��'• 1'e"TJI'Rim Board o � DO NOT walk on joists DO NOT walk on joists DO NOT stack building � ^ � TJh 560 rim joist:Toe 0 until braced. that are lying flat. materials on unsheathed J� -1- ":'•::' 1�"or 1 Y2'TimberStrand'LSL. Additional joist is required if nail with 10d(0.128"x 3") o INJURY MAYRESULT. joists.Stack only over or TJI 110 rim joist: floor panel edge is unsupported L4 . . • . ! Y nails,one each side of or ifs an ratingis exceeded. *' WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail into TJI'�'joist flange TJ 1"560 p •°' o Exterior Deck ' I ' each flange LA DO NOT use sawn ,^ j� floor oast •• ' 0 Attachment Lack of proper bracing during construction can result in serious v J O TJI'210 230 and 360 rim joist: j f• . lumber for rim O J ,; Structural accidents. Observe the following guidelines: f n One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS 0 sheathing board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI@ joists must be completely installed and properly nailed. O V I ELEVATED O g as it may shrink I P y P P y each flange. •Subfloor adhesive will improve floor performance,but 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 L COLUMN BASE P P 0 after installation, accomplished y temporary permanent deck(sheathing) r OL 1%4'minimum bearing With depths>16",use TJI�360 rim joist. may not be required. 0 plashed b a tem ora or ( g)fastened to the first 4 feet of at the end of the bay. 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 joist. -11- Locate rim board joint between joists. 0 Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. N 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. z of a TJI"'joist(with web stiffeners)is not a substitute concrete 1y"knockouts 0 H3 HOLES extended to a braced end wall. S.Ends of cantilevers require safety bracing on both the top and bottom flanges. _ :•:::. y ,.;` IY"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 1Y4"or 1 YZ'TimberStrand LSL. 12"on-center two 8d 0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sandingor machiningwood products generates wood dust.The paint and/or coatingon this •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 California (� Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit wy.comfinform. P plumbing or HVAC. iP P3 non-shrink TM flush with inside face Drive nails at an See framing plan(if applicable)or y r of wall or beam grout One 10d(0.128"x 3")nail each an le to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). �/ d W �p W g j INITW K 46 Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of [Ll side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum WeyerhCtV.;U,,er Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. I m 1y"minimum from end end and intermediate bearing lengths. d W�� C rEed 8olydlig N N Z 1 N Z May 2020 Reorder TJ-4015 Q/ ry Q a 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 TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. 4 m 0 0