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HomeMy WebLinkAbout50583-Z ' t �� TOWN OF SOUTHOLD , BUILDING DEPARTMENT u� TOWN CLERKS OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50583 Date: 4/24/2024 Permission is hereby granted to: Cody, James 48 Connelly Rd Huntin ton, NY 11743 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 655 N Sea Dr Orient SCTM # 473889 Sec/Block/Lot# 15.-6-4 Pursuant to application dated 2/28/2024 and approved by the Building Inspector. To expire on 10/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,932.00 CO-NEW DWELLING $100.00 Total: _ $3,032.00 Building Inspector 4 ✓W.lM�ir.r �q 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 htti)s://www.SOLttiloldtowimy.j,,,ov Date Received APPLICATIONI For Office Use Only PERMIT NO. Building Inspector„ �'�S�5 3 g F1 2 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an r„ Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: ��/(/l U Y SCTM #1000-Project Address: fi 55 N/M r T St/1 P k Id e WNT IV 1 1 5 7 Phone#: 51 5 MO Email: 0 a J � /� O� s ova p y I� C1W1 W..._. �i 1 l 7` Mailing Addres _.,.�.. w „ CONTACT PERSON: Name: 705MI OCT V T F91- - /1 UP/" T Mailing Address: 690 L p � FT F�'-O IMt k N �`�/"�rG 7/V ( �! F Phone#: 6 31 7 15f'�-5 Email:I C'6- 4-rf . DESIGN PROFESSIONAL INFORMATION: Name: C U' A I 9 II STFC. Mailing Address: O L /C K AFC !� l/�T �T>7 /(/Q �r l PQ� /V ( 7 3 Phone#: G 31-7 5 L(— 5 Email:�TN F Q @ (f 64 HJ�'I �'�� , OM CONTRACTOR INFORMATION: Name: GiXAA)0 CDAJNAC A4 1AJ G. Mailing Address: gsp A L/Lr. lJ.t/)'r' /O 8014kA41A A/ro' l_1714C Phone#: 6 3/_ 2+,J, Email: JOAl C-,J'GRAA/0C&A- ACT1-W eCO-Al DESCRIPTION OF PROPOSED CONSTRUCTION P�Vewaructure ❑Addition ❑Alteration ❑Re air ❑Demolition Estimated�-Cost IofProject: ❑O 4 » ,. Will the lot be re graded? ❑Yes KNo Will excess fill be removed from premises? ❑Yes ANO 1 Building Department Agglication AUTHORIZATION (Where the Applicant is not the Owner) 461 I, T:T V l C O�"' . residing at Y� C9����G` �9(10 �7 t � (Print property owner's name) (Mailing Address) do hereby authorize �OS P 4 (Agent) to apply on my behalf to the Southold Building Department. 1+9 ."s Signature (Date) (Print Owner's Name) .w IF L�J( Generated by REScheck-Web Software ew liance Certificate Project 22-27 #655 North Sea Drive - Cody Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,637 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 655 NORTH SEA DRIVE CHRIS GARTEN ORIENT, NY 11957 GARTEN ASSOCIATES 680 Larkfield Road East Northport, New York 11731 631-754-5809 INFO@CGARTEN.COM . . Compliance: 6.7%Better Than Code Maximum UA: 430 Your UA: 401 Maximum SHGC: 0.40 Your SHGC: 0.27 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 ILIA 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. Envel Asemb "es Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling FLAT: Flat Ceiling or Scissor Truss 1,586 30.0 0.0 0.035 0.026 56 41 Walls: Wood Frame, 16" o.c. 2,941 21.0 0.0 0.057 0.060 137 145 Doors: Solid Door(under 50%glazing) 38 0.280 0,320 11 12 Door- FWG.: Glass Door(over 50%glazing) 198 0.300 0.320 59 63 SHGC: 0.23 Window CSMT.: Wood Frame 295 0.290 0.320 86 94 SHGC: 0.29 Floor OVER CELLAR: All-Wood Joist/Truss 1,586 30.0 0.0 0.033 0.047 52 75 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 be designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requ. is listed in t RE,Scheck Inspection Checklist. Name-Title Signature Date Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Pagel of 9 Section Foundation Inspection Complies?p Comments/Assumptions & Re ID _._ _, ._.......- .... ....�..._._..-.mm..._.._m _ — ----- �,..�.._ ..._..-... 01, ,i rA protective covering is installed to ❑compl'ies Exception: Requirement is not applicable. (FO1111 protect exposed exterior Insulation ❑Does Not. and extends a minimum of 6 in. below ;❑Nat Observable grade. ❑Nat Applicable 403:�1 Snow-and ice-melting system controls, Complies Exception: Requirement is not applicable. 101217 'installed. ❑Does Not �r ❑Not Observable; j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 .1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 3 of 9 Section FramingRough-In Inspection. — ec Plans Verifieod Field Verified R g ►rmplie � ornrr►ar�tsJssurapitians .ICt value: Value _.,. _.. .m .. 3� _ °Automatic or gravity dampers are' C9Cemplies ;Requirement will be met. [FR,t ) installed on all outdoor air El Does Not intakes and exhausts. []Not Observable ]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier i 2;'Medium Impack Tler 2) Low Impact(Tier ) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 5 of 9 - Section Plans Verified Field Verified # I Final Inspection Provisions Value Value Complies7 Comments/Assumptions 402.2,1. FJ Wood F-1 Wood �E]Does Not table for values. 402.22, 402.26 303.1.1.1, �Ceiling insulation installed per 'ElComplies Requirement will be met. 303.2 manufacturer's instructions. ElDoes Not [Fl2J1 Blown insulation marked every ft2. ;[]Not Observable 300 �E]Not Applicable 462.2.3 Vented attics with air permeable 'ElComplies Requirement will be met. [F122]2 insulation include baffle adjacent :E]Does Not to soffit and eave vents that EINot Observable extends over insulation, 'E]Not Applicable 402.2.4 Attic access hatch and door R- R-_ 'ElComplies Requirement will be met. [F1311 insulation �:R-value of the flDoes Not adjacent assembly. EINot Observable tlNot Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 �,[]Complies Requirement will be met. �E]Not Observable EINot Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 DComplies Requirement will be met. �either: Rough-in test: Total EINot Observable leakage measured with a EINot Applicable pressure differential of 0.1 inch �w.g. across the system including �Ahe manufacturer's air handler �enclosure if installed at time of �test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch I w.g. across the entire system 'including the manufacturer's air handler enclosure. ElComplies ;Requirement will be met. 403.3.4 Duct tightness test result of<=4 cfm/100 handler @ 25 Pa. For rough-in �E]Not Observable EINot Applicable �tests, verification may need to occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ECoi:;�pries Requirement will be m:et. [F12411 ;by manufacturer at <=2% of E]Does Not :design air flow. E]Not Observable E:]Not Applicable 403,1.1 Programmable thermostats 'DComplies Requirement will be met. installed for control of primary �E]Does Not ,heating and cooling systems and initially set by manufacturer to �:[:]Not Observable EINot Applicable "code specifications. Exception: Requirement is 403.1.2 ',Heat pump thermostat installed IE]Complies [F110]2 Ion heat pumps. ElDoes Not not applicable. E]Not Observable ONot Applicable 403.5.1 Circulating service hot water [Fill]/ systems have automatic or E]Does Not *cessible manual controls. E]Not Observable tlNot Applicable High Impact (Tier 1) —T--Tedium impact(—Tier 2:)::::]::KELo:::w::J�m p a ct(Ti e r 3) Project Title: 22'27 #655 North Sea Drive Cody Residence Report date: 02/14/24 Datafi|enanne: Page 7cf 9 Section on anal Inspection Provisions T PlansVeri fied Fiel Verifie Value & Req.ID F .,e...�. Complies? ._. Comments/Assumptions ._..w.�..._.. ...�. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. (HIS)l ;mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High I m Ea:c t::(:T:i:e:r:l:):=Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 9 of 9 ik Town Hall Annex Telephone(631)765-1802 �F 631 54375 Main Road Fax( )765-9502 P.O.Box 1179 Southold, NY 11971-0959 J� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 - Owner: Location of Property: 6,5 0 C4 PRI VK Please take notice that the (checkja line): New commercial idential structur Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): v ` v� Capacity(check applicable line): Owner Owner representative TnussReg15.docx Effective 1/1/2015 4% NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) FRI "^"^A A 830710263 RPA AGENCY INC PO BOX 345 kmfw:li KINGS PARK NY 11754 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER J GRANO CONTRACTING INC BOARD OF TOWN TRUSTEES 850 LINCOLN AVE UNIT 10 TOWN OF SOUTHOLD BOHEMIA NY 11716 54375 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12442 771, 27230 12/14/2023 TO 12/14/2024 12f5/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2442 771-8, 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 JITTPS;/ NYSIF.COMICERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JONATHAN E GRANO OF A ONE PERSON CORP J GRANO CONTRACTING INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 10 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK ST, T SUR NCE FUND 0/ DIRECTOR,INSUR,ANCE FUND UNDERWRITING VALIDATION NUMBER:789168865 U-26.3 YO K ' workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured J. GRANO CONTRACTING, INC 631-241-7612 850 LINCOLN AVENUE, SUITE 10 BOHEMIA, NY 11716 1c. Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 830710263 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Board of Trustees Town of Southold 3b. Policy Number of Entity Listed in Box"la" 54375 Route 25 DBL532792 P.O. Box 1179 3c. Policy effective period Southold, NY 11971 04/27/2023 to 04/26/2025 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © 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 described above. �Jledl Date Signed 12/6/2023 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for ...... completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed By ........ (Signature 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 DB-120.1. Insurance brokers are NOT authorized to issue this form. D113-120.1 (12-21) 1�1 1111 P 1111111111111111111111 111111 DATE{MMR]OrYYYY) CERTIFICATE OF LIABILITY INSURANCE 1z145/zoz3 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 ri hts to the certificate holder In lieu of such endorserent s k PRODUCER CONTACT NAME Robert Ansbach RPA AGENCY,INC (Alcl U 6'91 265-3003 i FA r 1 724-4155 tAtC,tta.�.�Ii, (._ .l - w ......_... t4r N ) ( . PO Box 345 AccRt wnDRrs,! ains'urance@opiontrne net...�,e m,.. NAIC N .._mm. ® Evan" . Kings Park NY 11754 INSURER A Evanston Insurance Co INSURED INSURER.B. J.Grano Contracting,Inc.&North Fork Building Company,LLC. INSURER : 850 Lincoln Ave. 10SURE AD! ... Unit 10 INSURERS Bohemia NY 11716- 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 SUI9JECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ..... 17 TYPE DF INSURANCE ......... dJNSDL SU p,..... POLICY NUMBER IJ&h06tDDY C ( MT10111,11 D)YY P LIMITS f y q COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1 044 000 �.., a- ..� . wLiability ..... OYl7 PP FNY 1Ta. CLAIMS-MADE �OCCUR PRFMIs 5 ' 5 0 00 0 Contractors ME. ExP(Anyonepson) 5400 .�.. A 3AA728378 11110/2023 1111W2024 PERSONAL a ADV INJURY S 1,000,000 e ragN L AGGRECATE LIMIT APPLIES PER GIENqRAL AGGREGATE $ 2,000,000 pp .R _ 2 000 000 POLICY I PRO-ECT LOC PRODUNEO INGLE 0.t�hl MIT s,.......,.��... ,,.,.... OTHER AUTOMOBILE LIABILITY I EItESE�?U"_. S ANY AUTO BODILY INJURY(Par person) S ........ . .......,. OWNED SCHEDULED BODILY INJURY(Per accidanp S AUTOS ONLY AUTOS i HIRCD NON—OWNED 1,'PbCrFSbhuG'..., .". .,.' AUTOS ONLY AUTOS ONLY �" - d ) B EACH OCCURRENCE 5 UMBRELLA UA OCCUR EXCESS LIAR tlYOAD AGGREGATE S I LIED RETENTIONS WORKERS COMPENSATION PER q OTH AND EMPLOYERS'LIABILITY Y r N STATUTE l�,-.1 8. ... .--- _-,,...... ANY PROPRIETORIPARTNERtEXECUTWE 17 NIA .L, "" E EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L DISEASE EA EMPLOYEE S dassrcrlt3ts under , .... �.. � .�,.. _ _ , 0" CRrP ,r N OF OPERATIONS bakes+ E L DISEASE-POLICY LIMIT I S �w I DESCRIPTION OF OPERATIONS r LOCATIONS 1 VEHICLES (ACORD rot,Addltlonal Remarks Schsdule,may ba attached If more space Is required)_ CERTIFICATE HOLDER CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Board of Town Trustees,Town of Southold 54375 Route 25 mm AUTHORIZED REPRESENTATIVE P.O.Box 1179 Southold NY 11971 .. C 1988 2015 ACORD CORPORATION, All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD iMN DEPARCC7 AROVa1 EMAIL: •••-. ""°` ` '"" info@cgarten.com Ir eoosaDgq '•'""'"� ITEM DESCRIPTION GENERAL NOTES: EX GRADEL=r LEGEND / SYMBOLS: SUFFOLK COUNTY❑EPARTPVSNr OF HEALTH SERVICES 1. WR ....... yµ"!IAIDSIM'q M . I OA MEMOD MPROyEDOBY THE�IANUFACNRER PWOR TO ARRIVAL TO THE SITE U9NC Np,-mgA s TOP(sU 7T) pL EL1�SI mm 4 sl N..Iv.D. PERMR FOR APPROVAL OF COPISTRUGTION F A eLL�wnoN SINGLE FAMILY REsioFNCE ONLY PDR,,gggp,%pY0 TANK,AN600 246 NITROGEN REDUCRON QQNER _ ✓ *., •• k4 2 THE DESIGN ENGINEER SHALL OBSERVE THE DWIS PRIOR TO BACKIl AND DURING EL x Y.mmkG.1AMN.xjAxMWY'P ._ 76•x SYSTEM STARTUP. • �1 GDUNINBIQw* aq'„4� THE d dd[iA'/8Y.0.£F4 9#ASL HOLD APPROPRIATE ENDORSEMENTS FROM SUF�OLK COUNTY { nUTY POLe DOTE 6 ,d3 K Ey,Yy,,.No N,G3•,D503 63 r "N IDLsa'y' :. �G2' REyX', 1p Ap 7"VR 4 ITITITIT Du AMCR'I XM'M[�IIX�TgY AH�O SHALL BE AN AUTHIXtIZED INSTALLER N I"+ .rr`"- "®„ .®...,". xp 9d AYY NSWa6'. ,-..,exOWN SANG W/SoNE ,^ :.h .""......"". ID :.rNaG eaMSa', ASWPRa'Y�AICL7 �V+...n n d•. 4.AN E,pDRktlnCD OKPATIMd AND MAINTENANE"$ORMTNIAQ'C'W MC.MAINTENANCE mAVEt(sP) •-•-'r,. IMx AIN - w° , PROMMWR ARD 111111 SiYAK1 DIL PRw4 IV,11D.11,THE OPERATION EL- tnG' r -PRDvoseD o sm BunON DDx FOR fIXIMUM OF 4____-SEC)ROOMS ..... __.....,_.......•..� L EXPIRES CM D RAC4 WILL BE M'VYB k MdW4 pCpN!'g5 pF 5 YEARS EL.12Y m AND MN'RDIANr�Q¢NNI ceAat ,._x ...... Dumt9:r' 61 ,® 'WA3bxEK.l 3 p •;x WAswT .... fl THE awls IWSP�s#ABA NT.gaNTER THE oNSTE iREAIMENT s,'sTEM ynrH suFraut `i P E 7HREF.YEARS FR ATE OF APPROVAL Z f- -•••• YL tw d. la 6M -PRDPDSED LEACHING FDDL LLJ •••••• COUNTY DHPA 8 D6'XN' AYIL .»...eRDWN D,AVDE7 .w...,w......m.., - •••••••••-•m•. p'SC a ED E NO - ;1 kW A"dODAM Rai T'LL' sxND C sP) " -PRaPDs EXPANSION PDDL Q x 6.THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DO VENM AS REQUIRED BY l I� AMWD49I) PRA Oh IdW4'^4%P% H.".."....""O rem-3i L 9.TGm%6C mat ,.!YS.rs .-.....,-•, PRDPosED DR L LLI _ " H ••••• P MC;A PVC+SDR36 ].A GARBAGE GRINDER SHALL NOT EXISr OR BE INSTALLED UPSTREAM OF THE O {f0.•Y.T `4'� - rn . ,p• .^ fl ALA D$C'13%YCAA tANEs r10GM m8C DWELtitlNG tO TOPE 4Siam `DN!'NR'&.PAM&L AMC4�rttCM THE ~ �.r. %tr ;)N%AlaxwR* 5DR3N D yltrQt.nANppy,T 4,QnwN nevz IAu.kC T.kNl.w7sE[d mN aSEvsDOLE 4a PVC No rnaNOWATm TEST HOLE .L _resr HOLE SITE DATA: w_ 1O ..... y q Ht. DUG BY:RDY K.PET59G,P.E. MM,/fir K PROVIDE POLYLOK 3008 4 WEST 24•FLAT COVERES AND W9^&OINdL 3CALk0 AND WA" TIGHT. ENCOUNIFAm ••q V,"AU "DYreQ T `O DATE 4-21P2 TAX MAP No. 1000-16-6-4 iJ O"f LL.. ryK}plrry8'bE.IN/Is L �mm W k X4 pEt kLt:f'0R4'dCiM•1S r N,IO ldoo A.M -"--WwreR uNe ==Y a n M OK 30 B.Col VOR 4TALD'W'•41 TA"ONE g%N1V'PRl ELCWiTiON OV 3tW[uI'.PIPE LEAVING ...,... a/#` - SAFETY GRATING DXE HYn11AE PRtlDN ICI NdG YV9rAWJbRL'nL'Of M'Ad3"RC SYS RI%CONTRACTOR LOT AREA 26,336 SQ.FT.=O.,bB2 ACRES 0 Q Ixd N HN FW-A9FA A A�L'M QT 10.CYE�RTICAL AND SET�2-7R%F•;CT GP'MI'L'LYJWq d kNN OSCRRNANOP" -9 - _ ExlsnNc coNTwR -..� .-•A J,'] �Y � � zoNlNc R-40 RESIDENTIAL O 010 M q�L^R�Wp ,µ �IrIlO y�y T T dy:_. gpgInc.gpyA M.an flao%, E PLACED ON AN 78-INCH HOPE PIPE PEDESTAL PLACED � O Z 10 F'-1 9 4A'I'+q Fk II Yn,�n Y5 A# N... "'" MCHES ABOVE GRADE TO PREVENT WATER INTRUSION, .(B')--PRovaslS CONTOUR ALL ELEVATIONS SHOWN ARE NAyD 19BB ED STORMIWATER n PLAN N.T.S. 71.A HOUSE MAP SMALL MDT EXIST OR BE INSTALLED UPSTREAM OF THE I A OWLS.THE y OWLS -PRoPDsm oN-SITE WASTEWATER PROPERTY LOCATED AT ORIENT I/A OWLS SHALL VENT THROUGH THE SEWER PIPE No ADDITIONAL VENTING IS „Itl ATION�'�,„_ TREATMENT srsTDA M1� "`N.QJ A7n`BH1P Al REQUIRED. C&"N d'�"7 AD !R'YISNpM"I6 I N9^r,O W 24`R) FI SECTON TWv =Q W PmuIrPDAmE �A2MX)D wry E_ NNo't n D Q LE Na 3H4 � A PdR N 3,224 S.F.x 0.16T=53fl4 W/Fr,OF STORAGE REWIRED w YOU 0.6ILI. .®...........�,.... !k"sTAdL%ArYiI1NANACriNM G'OY,36'Q H b3fl4 CF./4226 Cl OF BV RING-72Y V.F.OF 60 RING REO'D •£AMM AHxVdilO DN ....... .. •,.::m..:..�:..: 1I.1 FL4)'06C TT LAQpusn ArM eN%uwmaarcrcwMuacnGa UTILITY NOTE: R UTILI SITE NOTES .... DSURLHT welyy'P'YfJ,6TYygyW V kAk%N19fk QVp r MN TANK 49MVIDe(1)BY a D"OLYP"aweADpAOE W&AgIIMG POOL ANO EQ No LOT AREA=25,338 SF.Y SI „ RIPE nY P4 INVAIMO IQ QXINDG AaL UIU%M:W RfFANRR A�X M A,TIgM Dqy} Is �Y]O'W x 7 DFID oRANAVE MACHR G POOL MAIL GROSS FLOOR 11U-3.360 S.F.+7OX EXCESS LOT AREA CE IINd l lCa A' AS SWIM NM¢RQ" 0.M"G MCW TP.rJA4xNIQA1 to OdtM f'&W11C RAMP. MA%'A.TOTAL of 64D GI,/Fi.PAWGXD SODRA" OVsR 20.COU S.F.(5,W6 SF.) DON MNLICR "..] .... S't'GM'. AD&MMd7ARR' F•Alph�' ....mm...- OPOSS)SECOND FLOOR -- I,DAG S.F. OAIEP.ti30-22 1xAUL OARY,L�6MT,LS r `PNG & GR�EIPjo r ....B1Nm DR TO SSAARTAItItY tlEA )' PROPOSED FIRST RODR 7,952 SF I ,,,,. ,y snTABLE fY"ber'^ fWc CDVFR E�1' D-IYDL.)L�,.IhN)^A S.F.+3A�350STSF.-3863 S.F.MAX �I�tlWIkEf"AW&YARA'9b 94T TOTAL MSPNG • m. 0 FROM --, -�#Y---•-&Y- �oWJ TANK 3,]6]SF.<�bB]Ss RUNOER AREA BY 71B�SF]SF, wM,+Nu,aN SUED LD GINHpAR SA9C)�pPd( nR C-C2 4d`ff CbE"MAFg7 QWdN d-NON-CONFORMING LOT) TOTAL UK WO 3V REAR YARD-50' HEC ACCESSORY-.FRONT YARD- CLEAN-OUT DETAIL LOP 96 SIDE n REAR- Ir N.T.S. LOT 96 , „mMPA S• f 0 T 1/. f000 15 14-7 - ,"7 ro0m r..: c T dt Toro f5 s 9 xDaw OR A+DRDIA'Rd.r LOT COVERAGE: u .-x?�, ..... .-.... .•......m 7W pµw' 1Aallwnd 7af CTION ec 1 )NIR C a AN diVM4"F6' CON'RAD k NUZ1047•N DIIsN 5•It•No q.GT,'#NSA*�9;"Wa74 Bs. 4 GN 4 NAB GG ANYY'dRFtlldl (LP. t-/ (fYPR0V60 LOT-1YSLL 7YAT6R) (VACANT LAND) 00 TREATMENT TANK I LSE&FIRST F DDM EDT ARYA 76,3W Il x X�'-0.007 SF,RAX, PROPOSED FIRST FLOdt 1,862 SF. N.T.S. i N 87 15'30' ' rurc mR PROPOSED COyER0 PORCH= 327 SF. PROPOSED GARAGE- 02o SF. D to RY EX,OVERHEAD WIRE �.,w.ew.•.Y..nu� PDL6 PROPOSED COVERED PATIO- 32fi S.F. POLE --....,..... ......162 35' h ..«.......,.x r.r- .9'sr^u w, -,....,m............r-.w. a.........M ........ .,.,...- TOTAL PROPOSED AREA a 3.224 S.F. o w I 4224 S.F./25.336 SF. 127X LOT COVERAGE ....-..I'"uuu" A D r ", ,Iy NR'KhA,, I.. f TM L /RAW" 'Rn �'waep�`°A1w R7Y+m'. Q DE w •1T:.'n�E7' .•IOU p ��^''4 #Yr' ,,,�.. 4 OI RD mefdT•i&'DM'. w=Mwl O D y o A•• (nCTs).........,-.-A.R'"' CWOMPMRA. H L � '• uD LP "W 4.,"`' PROPOSED ❑ Ap °rAN4TARYw : D' 6,N cpAU%14 �..' B�' '"C. hF�Fes.... ^y'�µwevw a" N., ¢ o n m LIY� ,.•. ......•.,. LLJ PROPOSED 4 SEDl'oLEAV4RESDENCE > T fin S q PROVIDE 1 DM-YI M'fAAm,NXW'7Va4 xxr ardx C Wmt. .. a 9 .,,,.».».....�.._... (AN600 W/EIwANsoN To fiao GPO) ,^ ITIT �AlFI.L ANL7 LATERAL,iVTiTST E3L w i a 440 GPD MIN.REQ`D. L'EIDCA.q @MMMY BD W 1 .. .. .Anf...... �_ - ' Q'Ip0'AO.IDy%4pAA 'N�AFrtrYp ITmm, % P Aar, ,o _ sciea°Ii f ter, - a SfiOWN ON FINAL SURVEY I 50XNNRE EXPANEONG POOL,t 0 C) µP _ L.._,u. .gyp Ld CONTROL PANEL WIRING DIAGRAM n°^ dwW � Q W z DeRL N.T.S. N.T.S. n ,. ~+,w `w,�,A'wm'a h covmEo 990 •� "Y N ti PATIO $O!D' �..L O' $ Of O NeND,� 4A"...7lI" d »E.NQPE"D z00 fP O N # a \, o�Nil �oz 1 Nc ns w �siDE *^o-r I o qI w Ln r a w"\�'� o^ LOB"as � O l O O Lo ,LOT" +R cNMr+F,L ` "�. 4 d Z p5.G:GP":b f0u�4f '15-8-•6' E W HOUSE DIRI •pYA`r 'C* Ih Ig'.SLT:dd� 1QQQ'^1d,"'"'0.."+ , *",;'+„ 4.0 9]R]6 MIN. •,�4.0-PIPE MIN. 00,0A)VxAlA'RP:Y E � x-��'N,�-h y �"M 4� `` I � (f,�P ��1%P1'RJ'lfld=')" AOB rL P.V.C.PIPE O P,KG PIPE O AD k CO Ar°'GRTQN AA"I"dA 7"AN1,N"1°' I 1 m., * GWMs- """ ^'A*. W y "'w °h `'M1 IL17/:" .dPEdH QNXA" E4.$95...... MIN.1/4•PER FT. MIN.7/B•PER FT' ('y',)AAlBbn9'"l!d0T-Arl drArA'AP,,,f � ( � a"yw � �Irar.wATRn:S I',, rx.EAN, 40^VkR sLa9 ' r.•D!yTN'k'D PNkRT,'1% .....,.�.� QLYR 1.D'tlANL ADGW,MRRL O5"Y7M, w ^, 4"„� 25 AIADi„ 'GQRRtR.S GRADE LID' MIN, I � � M r GM^�� f, y' �„�,.....'� -a I7 dd„5:7.7e: AX" EL22.33' 20 MAX tL2 4 !' ' •n«.' I � 6{"ARJ', 6Y Wxw9'V ry^ % � WP&IJlBf3+Y�,.,w .9"a N R 4M :.sr1.oDw urre"m'•t'-avR•fi 1 Q 50.wA0 '"' 'MV d ry 'k 'KAL'C.k AIR E'_0,%z' �i.rra.tlY T p •+ . . • ... N47E,NEW 4'r CAST IRON I yy�r `* .. "' I p4C'UNE '�N In 6^. EX B OHOrl hMN.A. lYa..} EE w?R°NE'CP'LNG 'LL 'M To ExK.WELL 1p R{ 1• d V t�n Rx..TP.TG" ry mL - I\' W V w, 1 1 b 3M.X ..W ti/ pa'L2Z•1, R]50&ChA.z IY [J1O I P IIIIYw N A HP r kNIN tl ).. ,,.,., a•MAIN.Gown uaw. �.�t, P R T.QaxO4A11 x�,Q Q Efrti6 D SOOT, µ„me........................ (N.r.Pi�DMSL k]�W �1 A%.;..,.,„-o,.,, vMl'1 WAN -. mm usNaLSTUReEO BOT tT_fle7 """"""" Design Prof BI s Certifcatia....quire... * S 8 87,00"0 E T --� µ......•.,..... a mm...-+,.-�.-.._ J 4uaeern>m.5xC "G aD _ w � . GAS RauNo 14ATF1i wN 90 00'00"E w IF ENCOU NTET:ED•••• S.C'Ut P.E..or R.A.Cert fiat On Far APRON (n The Instollation and Construction ofthe Sewage Disposal 5V,%em 4 ... , w . NsTBANEC PRaW.AR - Use Far.WWMo73 n' QNIpARY SYST El • 0 W� oN PLEASE NOTE WkAL TSR A,M9 AN w NOR TH SEA DRl VE Ny � o Sanitary system not to be installed o a N under driveway. N"'RDO;ON NGRIH BGE I DOL INNx',ARE VACANT ry 22-27 s SSu T,' PAC SITE,, PLANDATE „f w ,D• D 11/9/22 2D SH' E O PERPER S.C.D.H S 5/1S/V IT 19 23 PAC lS'C _H CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA: A _., e,s, '�S S6s93 EMAIL: GENERALNOTES. j9 info@c arten.com WIND DESIGN I SEISMIC SUBJECT 10 DAMAGE FROM WINTER ICE SHIELD MEAN GROUND IR FREEZIN CLIMATE 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD ANNUAL SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WE DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE RESIDENTIAL CODE OF NEW YORK STATE. NEW2-STORY RESIDENCE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION PF;OJECT. 20 P.S.F. 140 NO NO YES B SEVERE 36" TO OH HEAVY YES N/A 510 51' 4A APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MANUAL J DESIGN CRITERIA NAME: C O DY RESIDENCE INDOOR 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR DESIGN DESIGN HEATING OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE ADDRESS: 655 NORTH SEA DRIVE 25.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. COOLING WIND WIND COINCIDENT WET WINTER SUMMER 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, ORIENT, N .Y. 11957 VELOCITY VELOCITY DAILY RANGE COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME TEMPERATURE DIFFERENCE HEATING COOLING BULB HUMIDITY HUMIDITY PRIOR TO COMMENCING WITH WORK. 11' F 15 MPH 7.5 MPH 72' F MEDIUM (M) 40% 32 GR ® 50% RH 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE W (-- INTERCONNECTED do HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE RESIDENTIAL CODE OF N.Y.S. I___ 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY r U to Q THE COUNTY HEALTH CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. r- ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT SHALL HAVE VENTILATION OPENINGS CONCRETE WALLS IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH Q LLJ ) NINGS THROUGH FOUNDATION WALLS B. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS � r� 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON AT ALL TIMES. v 0 >_ rn FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. NY R314.4.1 HEAT DETECTION BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN [-- z CD [ ] NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. ENGINEERS" AND ARE AS FOLLOWS: CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH � p ,n AND EACH PANE IN MULTIPLE GLAZING. M2) OF UNDER-FLOOR SPACE AREA, R408.2 OPENINGS FOR UNDER-FLOOR SECTION R608.5.2.2 -j ~ FIRST FLOOR 40 LBS. LI_., + 10 LBS. DL. = 50 LBS S.F. TOTAL LOAD SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF LL_I - w or -- FIRST EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE N.Y.S. do SHALL ALSO CONFORM NTH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, L._ O � SECOND FLOOR 30 LBS. LI_., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = Y 0- U0 ATTIC UNINHABLE 20 LBS. LL., + 10 LBS. DL. = 30 LBS S.F. TOTAL LOAD ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. UNDER-FLOOR AREA. FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND THOSE STANDARDS. ( ) / STRAIGHT LINE, FROM THE WATERS EDGE OF E BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE _j � ROOF 45 LBS. LL.., + 20 LBS. DL. = 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED 0 U O r7 R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. THE FOLLOWING: STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS PROMPTLY TO THE ARCHITECT. � O z co ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES .� CHAPTER 3-BUILDING PLANNING R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. BY 24 INCHES 457 MM BY 610 MM . OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH � Cr ( (- EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN R608.9(1) THROUGH R608.9(4). MAY BE REQUIRED. ry Q 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., = Q w CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS U LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS R502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED As REQUIRED BY SECTION R317.2. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF APPROVAL. R502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECITON R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOUD-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9(9) AND R608.9(10). CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED T0: PROVIDING FOR ADEQUATE AND THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS DETERMINED FROM FIGURE R301.2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION HEAT-RESISTANT ADHESIVE'OR 1iRA"INCLUDED IN ITS GRADE MARK. WELL AS PERMANENT CONSTRUCTION. R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES 305 MM TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVAIED R502.1.2 PP,EFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR CHAPTER 7 WALL COVERING 16. THE ARCHITECT SHALL NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED AS WELL PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM AS ANY EASEMENTS, ETC., , NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE ADDRESSED AND RESOLVED. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1 1 REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES 203 MM FROM THE EXPOSED GROUND. AND IDENTinlD AS REQUIRED IN ANSI A190.1, ANSI 117 AND ASTM D3737. ( )' 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE ( ) TABLE R7MATE I TABLE R702.1(3)BOARD AND TABLE UM PAN PLANT, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, RESPONSIBILITY AND LIABILITY ARISING THEREFROM. IMPACT-RESISTING STANDARD OR ANSI/DAMMA 115. IMPERVIOUS MOISTURE BARRIER. NOMINAL DEPTH OF THE WOOD FLOOR JOIST. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS R5028 CUTTING DRILLING AND NOTCHING STRUCTURAL FLOOR MEMBERS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY . , . R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO SECTION. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2), DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8. INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED ARE TO PROVIDE SAMPLES FOR APPROVAL. NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. CONFORM TO ASTM C6464. HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL. R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 21. AT FA THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 332. FLODRS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS SEE SECTION R403.1.8 . MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN ) AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. t. LOCATIONS AS SPECIFIED IN SECTION R317.1. LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. R507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. CHAPTER 4 - FOUNDATIONS / WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 23. INSTALL OUTLETS AT PER LOCAL STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-0" O.C. ALONG RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, WALL SPACES AND NOT MORE MORE THAN 6'-O" FROM THE CORNER OF A WALL OPENING. IN ADDITION, ANY R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE LNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE 6, 7, 8 AND MARINE 4. ISOLATED WALL THAT IS 2'-0" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCE!iS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH REMOVABLE FROM THE INSIDE WITHOUT THE USE OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND 3'-O" MIN. BELOW FINISHED GRADE. USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ELECTRIC CODE N.E.C. AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL (12.7 MM) GYPSUM BOARD. KNOWLEDGE OR FORCE GREATER THAN THAT RE QUUIRED FOR THE NORMAL A KEY, TOOL, SPECIAL 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. OPERATION OF THE ESCAPE AND RESCUE OPENING. .CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION BE OBTAINED AFTER COMPLETION. CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, AND HAN)RAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND R703.3.1.1, SECTION R703.3.1.2 OR THE MANUFACTURERS INSTALLATION EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION. INSTRUCTIONS. 2s. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFlLL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE FLAME SPREAD AND SMOKE-DEVELOPED INDDDEVELOPEDEX FOR INSULATION SHALL BE IN 0 FLAME SPREAD INDEX AND SMOKE INDEX FOR INSULATION. BASEMENT. PERCENT OF MAXIMUM DENSITY' SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL FLAME EXCEPTIONS: . ` CONTINUOUS FOUNDATIONS SH5.R403.1.6 FOUNDATION OALLGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY BE ANCHORED TO THE FOUNDATION IN ACCORDANCE NTH THIS BE WATER LIED INTO NTO THINGLE-FASHION IN A MANNER TO PREVENT E WALL CAVITY OR PENETRATION OF WATERETORTHEF DESIGN CRITERIA: ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. R507.5 DECK BEAMS. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND - 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE AS PER 2020 N.Y.S.R.C. TABLE R-301.5 Lij STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FASTENED WITH TWO ROWS OF 10D (3-INCH CE 0.128-INCH FOLLOWING LOCATIONS: LIVE LOADS: CONSTRUCTION IN THE FOLLOWING LOCATIONS: RESCUE OPENING. ( - ) THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE NAILS MINIMUM AT 16 INCHES (406 MM) ON CENTER ALONG EACH EDGE. BEAMS EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS) ll� SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL FALL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST 10 fEET(3048 MM). SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WITH 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. TALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION ALLOWABLE BEAM SPAN. WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WI 1. EXTERIOR BALCONIES = 60 P.S.F. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). R403/F00nNGs AND SECTION R404/FauNDAn SECTION 703.2 FOR SUBSEQUENT DRAINAGE.oN WALLS. L1J 2. DECKS = 4o P.S.F. Q L0 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED 8. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 3. ATTICS WITHOUT STORAGE = 10 P.S.F. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 2-INCH BY 8-INCH CHAPTER 8 ROOF-CEILING CONSTRUCTION . ATTICS WITH STORAGE - 20 P.S.F. Z LIJ � 51 MM BY 203 MM OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES VATIVE-TREATED SOUTHERN PINE INCISED( � NOMINAL � 4 W � r- 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER PRESSURE-PRESER , R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 5. SLEEPING ROOMS = 30 P.S.F. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION P,302.7. GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. 0 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 7. STAIRS = 40 P.S.F. LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF Cf) [-- z COMBUSTION. THE MATERIAL FIRING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT BODY THAT COMPLIES WITH DOC PS 20. 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. PARGING APPLIED TO THE EXTERIOR OF THE WALL. R507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL MINIMUM 2-INCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER 1- R401.4.1 GEOTECVAL AL EVALUATION. IN LIEU OF A COMPLETE SHALL BE NOT LESS THAN 1 INCH 25 MM NOMINAL THICKNESS AND DEAD LOADS: Z 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM of 241 MM) DIMENSIONAL, ( ) z DWELLING UNIT SEPARATION. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR BE ASSUMED. DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. 0 LC) W REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO CHAPTER 6 - WALL CONSTRUCTION LESS HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT 1A. TYP. WOOD SHINGLE ROOF 4 . P.S.F. 0 � 0 THE THRESHOLD TO THE BOTTOM OF THE STOP. LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN (� � � PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE [NY] R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A DEPTH THAN THE CUT END OF THE RAFTER. 2. TYP. HARDWOOD FLOOR = 14 P.T.F. * GYP. GYP. BD. 116 P.S.F. (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 3. TYP. TILE FLOOR =P.S.F.P.S.F. W/ 1/2" GYP. BD. = 35 Ps.F. OF THE FLOOR FRAMING MEMBER. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 4. TYP. CEILING = 12 .S EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 5. TYP. EXT. BALCONY = 17 P.S.F. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE 6. TYP. DECK = 11 P.S.F. HE S OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED R602.3(1). 7. TYP. INTERIOR WALL = 10 P.S.F. DEMONSTRATING 2 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN 8. TYP. EXTERIOR WALL = 15 P.S.F. DESTRATING EQUIVALENT FIRE_ PERFORMANCE. FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. T CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. THE STRUCTURE SECURELY JOINED WHERE THEY MEET OVER INTERIOR AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE R602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. R404.1.1(2) OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG ALLOWABLE DEFLECTION OF 320. R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A STRUCTURAL MEMBERS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE EXCEP1ONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI). DEPTH THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL AS PER 2020 N.Y.S.R.C. TABLE R-301.7 R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4' COARSE AGGREGATE) HAVING A MINIMUM CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE DIAGONAL BRIDGING STRENGTH OF 3000 PSI AT 28 DAYS. (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY STRUCTURAL MEMBER ALLOWABLE REQUIRED BY SECTION R310 AND AWHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND 3-INCH (25 MM BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS DEFLECTION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION N1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). RAFTERS HAVING SLOPES GREATER THAN L/180 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES ATTA WITH NO FINISHED CEILING 4. WELDED WIRE FABRIC WWF SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF ATTACHED TO RAFTERS IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN ( ) R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS INTERIOR WALLS AND PARTITIONS H/180 HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER FLOORS AND PLASTERED CEIUNGS L 360 BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). /240 SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL ALL OTHER STRUCTURAL MEMBERS L EXTERIOR WALLS WITH PLASTER OR STUCCO L/360 R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS IN 10 UNITS HORIZONTAL ( CHANGE SLOPE). FOOTINGS SHALL BE STEPPED REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOFINISH OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE EXTERIOR WALL COVERING PURPSS SHALL COMPLY WITH SECTION FINISHES R WALLS - WIND LOADS WITH BRIDLE L/24o OPENABLE. EXCEP11ON: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL R703. ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN A ND SE DANCE WITH UL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/12o FINISHES R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 6„ W M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE DIAMETER W W [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A = z [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS (f) Oz PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. 0 TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT (11 LUX) AS MEASURED SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCH DIAMETER (12.7 Z W L;_j RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON REFLECTIVE CO - TYPE 5 < J MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER WHITE CONSTRUCTION Q I..._ Q AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT NY R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED CLASSIFICATION U [ ] OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR p f-- cn OR MORE RISERS. EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS R602.7(2). REFLECTIVE "FR" - FLOOR AND ROOF ATTACHED TO AL LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL EXTEND NOT LESS THAN 7 INCHES 178 MM INTO CONCRETE OR GROUTED RED FRAMING MEMBERS EXCEPTIONS: ( ) R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL PANTONE e7 SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC MANUFACTURERS INSTRUCTIONS.CONTROL OF LIGHTING IS PROVIDED. EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTMC90 FOR TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED L 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1/2" POWER IN ACCORDANCE WITH SECTION E3401.2.1. 1. IN EACH SLEEPING ROOM. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES 305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR STROKE �R a I 2 2- 2 7 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE CONCRETE FACING BRICK. \�� � tI�, i� R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE. A FLOOR AREA OF NOT 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SECTION. TRUSS SIGN DETAIL: R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT U� � C) LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED � ''� R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT TO A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES - l A P A C EXCEPTION: KITCHENS. ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. ,)' ,, R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING -l.T (2134 MM) IN ANY HORIZONTAL DIMENSION ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA N - ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT ,A EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO MAY BE A PERMANENT NON-FADING STICKER OR DECAL. SIGNS NOT DIRECTLY _� A0. 1848f3 P� ATE APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. �cr of NEB 4� 11 9 /22 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WEATHER RESISTANT MATERIAL. CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS �/ MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PICA 100. R608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. SHEET# R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS FOR BIDS 5/24/23 PAC 1 LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). 1t� FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: info@cgarten.com 1 x4 OVER 1 x8 RAKE BD. ® GABLE ENDS TYP. STANDING SEAM ALUMINUM ROOF 1 x 4 FRIEZE BD. TYP.PANELS 12 12 14 14 BOT. OF HDR.'S ® GABLE WINDOWS W I— C12 C12 0 TOP OF PLT. TOP OF PLT. Q L_LW CD TOP OF PLT. Z 00 BOT. OF HDR.'S 0 FRONT GABLES O a p = p = Y 0- Ln a CX135-3 CX135-3 \_ '� a Q 1 0 CX14-3 Ili I III CX14-3 N 10 0 IJ O 17 00 a o I 00 (L O Z cD Vv _ 12 ^ c/) 7 W TOP OF SUB-FL. TOP OF SUB-FL = Q TOP OF PLT. TOP OF PLT. ® GARAGE WALLS FLYING GABLE BOT. OF HDR.'S BOT. of HDR.'S® GARAGE 1 x 6 FASCIA BD. O OVER2x4 � w UJIp WINDOWS / SUB-FASCIA TYP. \ o CW135 T p CX14-3 / / 0 0 5/4 x 4 CASING /� /� CX14-3 1 x 4 FRIEZE BD. � 'a) a a 00 AROUND DOORS r 12 12 CX24 & WINDOWS W/ CX24 L 6070 �0 DBL. S.LTYP r CROWN TOP OF SUB-FL. TOP OF SUB-FL. TOP OF WALL TOP OF WALL IT 2816 TYP. I I TYP. CULTURE I I I I I LL CD I I HOORI GONTAL I I STONE N VENEER WALL' I I I I I I I I I I NOTE: I I U)o �a LI I 6E 1 ( I LL XT. SCONCES NOTE: TOP OF '-8A.F.F. MIN. TO. a- - - - - - - - - - - - - - - I I I I I I 1- LIGHTING OUTLET FRONT & REAR l C) O 0 GARAGE REQ'D ® EA. EGRESS GRADE ACCESS T I I I I I I .C.L - N.Y.S.R.C. . . . I E-3903.3 E-3901.7 a I II I l I I I I II I TYPICAL �i_ - - - , �I- - - - - - - - - - - - - - - - - - � � — _ — _ — LL IJ I I TYPICAL STANDING SEAM ROOFING: STEP FOOTING I MAX. 1 L - - - 1 T � I- - - - - - T- T - - - - - - - - - - - - - - - - - � I NEW ATAS ALUMINUM STANDING SEAM I— -I 1 7 1 _ 1 T I L r I COLOR: GRAY OR AS SELECTED BY OWNER 30' � - _ _ - - - - - - - - - - - - - TOP OF FTG_ I - - - - - - - - - - - - - - - - - - - - - - - - - - - -{ L- - - - - -- - - - - - - - - - - - - - - - - - - - - - - . - 0 PANELS OR APPROVED EQUAL _ - =-�- - - � - - -•-�= -J - - - TOP OF FTC. L - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - 11 - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - L - -I - - - - - - - - - - - - - - L - �TI- - - - - - - - - -I TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING FRONT ELEVATION SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER (NORTH) TYPICAL HORIZONTAL SIDING: W� HORIZONTAL SIDING W/ 5" EXPOSURE. r/ U.L. RATED FLUE COLOR: AS SELECTED BY OWNER W WINDOWS 8c DOORS: PIPE FROM GAS THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FIRE PLACE - MATCHING CORNERS AND WHITE SOFFITS, THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER N FASCIA, TRIM, & ACCESSORIES W Q L O STATE CODE. THE 2020 RESIDENTIAL CODE OF N.Y.S. o - o 0 LiO7 1. WINDOWS WILL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AS SHOWN WITH HIGH TYP. CULTURELi PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 (.32 MAX.) / SHGC OF 0.29 STONE VENEER _ _ TYPICAL STONE VENEER: z ® CHIMNEY W � AND A PERFORMANCE RATING OF DP 30 MIN. CULTURED STONE VENEER MANUFACTURED c� INTERIOR COLOR: WHITE EXTERIOR COLOR WHITE a 2. ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 1 x 4 OVER 1 x 8 12 B - COBBLEFIELD W/ TRIM OR � z _ EQUAL UALL OVER ICE SHEILD FLASHING AS ~ z COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. RAKE BD. TYP. _ 12 SELECTED BY OWNER. TO BE INSTALLED Li � 3. PATIO DOORS WILL BE ANDERSEN 400 SERIES FRENCHWOOD INSWING & GLIDING DOORS _ AS PER MANUFACTURERS SPECIFICATIONS. 0 WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.30 (.32 MAX.) / Z z SHGC OF 0.21 AND 0.23 AND A PERFORMANCE RATING OF DP 30 MIN. -- INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE 12 4 TYPICAL EXTERIOR TRIM: 0 Lo W ALL EXPOSED TRIM TO BE AZEK OR 0 VERSATEX, PAINTED WHITE 0 (9 O — TOP of PLT. HANDRAIL NOTE: 1'-0" ALL HANDRAILS & GUARDRAILS SHALL O.H. COMPLY W/ N.Y.S.R.C. R-311 & R-312 BOT. OF HDR.'S TYP. ASPHALT ROOFING -_ SHINGLES STANDING SEAM p ALUMINUM ROOF \ U) cx235 PANELS 0 r- a. o � a. (J� z 0 12 I- 4 TOP OF SUB-FL. Q W_ _ 1'-0" TOP OF PLT. ® -J O.H. GARAGE WALLS W V-0" W FLYING GABLE BOT. OF HDR.'S _ - ® GARAGE DOORS p I— �n o V- O DRYER TYP. I o W VENT 00 9080 so80 HORIZONTAL •- EXHAUST SIDING 00 a II 3' HIGH RAILING AS O.H. O.H. Z i— PER CODE z J DOOR DOOR 0 Q TOP OF WALLU1111 0 E�Hlldl �_ii E1l1HHl IHHHHH DIRECT VENT FLUE FROM I NI — — �I1-j I I I I Rc 2 2- 2 7 MANUFACTURERS L.P. GAS BOILER. CHECK I I nl+ - +11-I ( I I l p �"������ r'H��G IP \ SPECIFICATIONS FOR LI1t368 t11J2 - JI 1I I I TOP OF FTG. �l o MAWN INSTALLATION � - - - - - - -- - - - - - - - - - - - - -I REQUIREMENTS AND -I-- - - T1-i -I I 1 a0 GARAGE - - - - - - - - - - - - - - - - - - -CLEARANCES. PAC I I NI = I1� No. lEw8a I I �I - - 11� I r - J MAX. TYPICAL 1 - - - - - - - �i C; �1 — _ 1 STEP FOOTING I I ��-��t�- DATE I I UI - - -III I 30� - - - ^ - - � - - - J °� r ��� 11 9 22 r- - - - J 2 I-_ __-I I I 1 ���� ��- � �� - -�� �- - - - - - - - - - - - - - - - - - - - -i - - - - - � - - - TOP OF FTG. — . L — - - - - - - - - - - - - - - - - - - - - - - - - - - - L — I- - - - - - -L - -I SHEET# 1 - - — - - - � — J FOR BIDS 5/24/23 PAC 2 LEFT SIDE ELEVATION 10 FOR H.E.R.S. 1/4"=1'—O" (EAST) 4/3/23 PAC 10 s � EMAIL: oz info@cgorten.com I � N _ STANDING SEAM ALUMINUM ROOF PANELS LI__I ~ TOP OF PLT. _ 12 _TOP OF PLT. C� w O 0)BOT. OF HDR.'S 12 F— O Z 00 _ m �= Ln BOT. OF HDR.'S L I I — _W I 5/4 x 4 CASING w AROUND DOORS O CW 2° _ = Y = � \ & WINDOWS W/ BOT. OF HDR. N �- Q �. 0 CROWN CW13 W135 CX135-3 CX135-3 1L ® GABLE WINDOW a 0 U J o 00 CL W135 i i a I— 00 Z (.0i o cn ry 12 n 4 � W Q TOP OF SUB-FL. TOP OF SUB-FL. U TOP OF PLT. 1'-0" TOP OF PLT. V-0„ FLYING I FLYING GARAGE WALLS BOT. OF HDR.'S GABLE 1' GABLE ' O.H. BOT. OF HDR.'S ® GARAGE o - 6 x 6 ACQ cx135 [ WINDOW w a- N POST WRAPPED TEMP., —ILCX235 W135 CX235 Z_L "' o o) a W/ 1 x VERSATEX FWG 6 6 R 4PFGP 120611 00 N TRIM W/ 1 x 6 CAP -- & 1 x 10 BASE (TYP. FOR 4) Cx2a ao a i� 3' HIGH TOP OF SUB-FL. TOP OF SUB-FL. RAILING AS PER CODE A/C A/C TOP OF WALL TOP OF PATIO COND. COND. TOP OF WALL UNIT #1 UNIT #2 TOP OF WALL ® PATIO IF - 1� I NOTE: ALL EXT. SCONCES II I I I I I0D ( 6L I GO OUTLET ®- LIGHTING OUTLET R I I I I ul \CX 15Iq I I I 2 REQ'D 0 EA. EGRESS I I GRADE ACCESS BILCO TEMP. w I I I ( I DOOR AS PER N.Y.S.R.C. 'j oa - L AS PER N.Y.S.R.C. I I I STACK-WELL I / I 8 — I I , w TOP OF FTG. /p E-3901.7 AREAWAY TYP. p ® REAR PATIO ooi o L) - - - - - - - w F T p a - - - - - - - - - - J_ - I L - - I i a TYPICAL 4 TYP ICAL STANDING SEAM ROOFING:L xSTEP FOOTING . I J//MAX � I I NEW ATAS ALUMINUM STANDING SEAM MAX - - ROOF PANELS OR APPROVED EQUAL 2 30' l I II --�It- TOP OF SLAB I r J / I I I COLOR: GRAY OR AS SELECTED BY OWNER TOP OF FTG_ �I- - - - -- - - - - - - - - - - - -- - - - - - - - - - - --� `ALL T - - - - - - - - - - - - - - - - - - - - - -r = J - - - - - - - — TOP OF FTG . I- - - - - I - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 — 1 r — � �— — — — — — —I- - -I TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING REAR ELEVATION L - -L - - - - - - SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=V-0" (SOUTH) Ld TYPICAL HORIZONTAL SIDING: > LlHORIZONTAL SIDING W/ 5" EXPOSURE. 0 COLOR: SELECTED BYZ _ _ MATCCHINGSCORN CORNERS AND WHITERSOFFITS, FASCIA, TRIM, & ACCESSORIES LLJ < Ln TYP. CULTURE 1 x 4 OVER 1 x 8 U LLJ STONE VENEER RAKE BD. ® GABLE Z (n ' - ® CHIMNEY ENDS TYP. TYPICAL STONE VENEER: LLJ r- 1 x 4 FRIEZE BD. CULTURED STONE VENEER MANUFACTURED _ 12 r BY BORAL - COBBLEFIELD W/ TRIM OR TYP. EQUAL OVER ICE SHEILD FLASHING AS V) ~ Z 12 SELECTED BY OWNER. TO BE INSTALLED L-i ry ❑ - 12 AS PER MANUFACTURERS SPECIFICATIONS. 0 Q4 Z z TYPICAL EXTERIOR TRIM: 0 Ln L i ALL EXPOSED TRIM TO BE AZEK OR 0 Lf) ry VERSATEX, PAINTED WHITE 0 LQ 0 — — TOP OF PLT. TOP OF PLT. HANDRAIL NOTE: _ ALL HANDRAILS & GUARDRAILS SHALL ® FRONT GABLES BOT. OF HDR.'S & TOP OF PLT. 12 COMPLY W/ N•Y.S.R.C. R-311 & R-312 12 TYP. ASPHALT ROOFING e In O iv FLYING SHINGLES Lu d \ GABLE Cx235 = a I O 0o a a 00 a (� 12 z 4 O 12 F_ TOP OF SUB-FL. 4 TOP OF SUB-FL. TOP OF SUB-FL. Q TOP OF PLT. _ _ TOP OF PLT. �2 W 1 x 6 FASCIA BD. TOP OF PORCH GIRDER OVER 2 x 4 w BOT. OF HDR.'S SUB-FASCIA TYP. BOT. OF HDR.'S , LLJ / (n Li p \ p 6x6ACQ -- 6x6ACQ \ \ p I o POST WRAPPED cw13 W,35 POST WRAPPED O o = O o� a W/ 1 x VERSATEX FHW31611 W/ 1 x VERSATEX j o� d 0 N TRIM W/ 1 x 6 CAP -- TRIM W/ 1 x 6 CAP N o0 — & 1 x 10 BASE & 1 x 10 BASE (TYP. FOR 6 ® FRONT) \ I w (TYP. FOR 4 ® REAR) � II Z J TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. Q Q TOP OF PATIO � L i 0 TOP OF WALL a TOP OF WALLOF O I I I I I IT — �� I I TO® PATIO WALLco _ 9 I I I I p I c,s I I I I ' ' �,`�� H ,A 2 2— w I I I BILC I pK TEMP. II I I I `t p �L, ��- 27 STACK-WELL I I o AREAWAY TYP. ql \ II I I w TOP OF FTG. o N v � C1 _ _ _ _ ® REAR PATIO I a �` " i in PAC I I I I L _ _ _ _ J I Q I _I O rl Jo. 1FIBs F_ T_ — — — � � I I F yo� DATE I- - - - L — I I I I _I r - -I I Of NEON � 1 /9/22 TOP OF FTG. TYPICAL _ ` _ I I _� _ TOP OF SLAB - I -� - - - - - - STEP FOOTING MAX -I TOP OF FTG. MAX. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - -I SHEET# FOR BIDS 5/24/23 PAC 3 RIGHT SIDE ELEVATION 1 23 PAC3 FOR H.E.R.S. 4 0 / / (WEST) 10 DBL. KING STUD 5 OF2A.B!N LEGEND: info@cgarten.com ABOVE NEW P.C. WALL TO BE CONSTRUCTED (2) 2x6 JACK STU T.O.W. S NEW CONC. BLOCK WALL TO BE CONSTRUCTED TYPICAL SHEAR HOLDOWN SIMPSON # HDU5 W/ 14- 1/4'x2 1/2" SCREWS Ta DROP TOP OF CONC. ( EL. -0'-0") ,:0 m�y�o N�Rlnof 8 SECTION SE SHEEET MARK E W �_] _ DETAIL # 2 DETAIL SHEET MC)A2PLATE EpR 51 �� # z r',�P 4 . O SMOKE DETECTOR W 30' MIN. ° 1� '41 75'-0" OVERALL �- U REBAR LENGTH I� % a PROPOSEDCARBON MONOXIDE /® DETECTOR COMBINATION MOKE °d a ✓a ° ° 23'-0" 35'-0" Q 8P BEARING POINT POST ABOVE W >- ` S� ° ° ° a 4: °° ■ POST BELOW I- o� ° 2'-2" 14'-loll 9'-11" 3'-2" 9'-11" 8"P.C. 9'-6" 8"P.C. 9'-4" 8"P.C. 9'-4" P.C.8" 4'-2" Z OO 9� °<° ° ° 1/2" MIN. M.O. CHEEK CHEEK CHEEK CHEEK ■BP BEARING POINT POST ABOVE & BELOW ry _j 1- Ln SIMPSON SSTB20 ANCHOR BOLT " . ° FROM CORNER 8" 10'-2" 4'-0" WALL WALL WALL WALL (� - W 0 I W/ 17" MIN. EMBEDMENT TREADS LANDING B.F. BOTTOM OF FOOTING ELEVATION = = Y 0- In INTO FOUNDATION C T.F. TOP OF FOOTING ELEVATION 5/8' DIAM. ANCHOR BOLT 8 Q ^ W/ 7' MIN. EMBEDMENT T.S. TOP OF WALL SHELF ELEVATION 0 J O M INTO FOUNDATION A BILCO STAKWEL AREAWAY B T.W. TOP OF WALL ELEVATION O Z cD TYPICAL CORNER HOLDOWN o 8 #STKWL-48 (5-MODULES) 8 (� SIMPSON # STHD14RJ W/ 3EI-16D SINKER 2" 12 W/ CLEAR DOME COVER 3 STEPS ABOVE cn NAILS MIN. 1 1/2" END DISTANCE FROM OF A.B. OF A.B. #STKWL-48D Q �x EDGE OF STUDS 4 Q W SHEAR HOEDOWN DETAIL r' -- - �'� r�- -�'� � - - � � - - - - - - - - � � - - - - - � � - - - - - - - - ��, U 2 I A/c I A/c I 2 I Y J I I I I I 1 Y�, C� OVERHEAD DOOR 4 l i UN°T , � II � uN°T #2il 4 r i -I — — — — — —owQ— rt I - - — — — — — — -r I - - — — — — — — fi I 0wJ w ABOVE ABOVE 1 / L - - - - "� v�- � L - - - - - - - - - - � - - - - - - - - � I I SIMPSON AB66 > v< DIRECT VENT FLUE FROM L - - J L - - J _ - - L - Z-= - - - - - - - - - - - _ _ _ _ _ _-_ _ GALV. POST ANCHOR N•T•S• L.P. GAS BOILER. CHECK / J L - - - J ON 8" P.C. WALL MANUFACTURERS SPECIFICATIONS FOR ..; .. 1. J - - -J - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 00 INSTALLATION �, STEP 1 - - - - - - - - - (3)2x10 HDR. - - - - - - - - - - 2 REQUIREMENTS AND I I 1 .', I FOOTING I 1 o CLEARANCES. D.V. 8 1 21'-8" 8' 30'-2" 8" 1 NEW TANKLESS L.P. GAS co FIRED D.V. BOILER 1 I N I I ' �Fx POST SIMILIAR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I UNEXCAVATED < _o L` v 8" x 8" P.C. PIER 1 I co NEW 4" P.C. PATIO SLAB STEP I 1 CORNER HOEDOWN P1�E�� I s I I o DROP TOP OF PIER I OVER COMPACTED FILL = �` FOOTING I-I w SIMPSON # STHD14RJ 0 RP � � I I � STRAP TIE PO NAILS MIN. 1 1/2" I I- - - - - - - --HANDRAIL - - - rc °� 04 `r -9" FROM T.W. I I ABOVE n~ = III I I I o- I I IN CONTACT WITH 2 END DISTANCE FROM M ® 6 -7 FOR BEAM-7 PROTECT WOOD g" x 12" P.C. PIER \ EDGE OF STUDS � p _ Q z 38-16D SINKER o N o ■ I CONCRETE W/ DROP TOP OF PIER r r 4 2-2x6 MCA PLATE- Q I I I I I I 6 00 ICE-SHIELD PN J r� FLASHING -12" FROM T.W.a �I i I I I �;z ;� �P - J I- - - - - - - - - - - - — — — - - - - - - - �� �X� ; Bp x\ - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - -� �- 71 I - - - - - -•� - - - - - - - - - - - - - - - - - - - - - - - - �(2) 1 3/4" xrr �rn�� 11 7/8" LVL GIR���BP�r ��- - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - ° I l r I r� r00 N r1 �1 30' MIN. ° o III - —C� 1 ( I k I ' �X s �� I�X�/� L� C5 Of I REBAR LENGTH Cl ONE #4 I / " I I / " rn - 5 8 TYPE 'X' FIRE L z M M ° e .4 REBAR IN n 4 �1 RATED SHEETROCK AT 1 o I I I 00 5/8" DIAM. ANCHOR BOLT SHEAR CONE X CLG. 3'-O" MIN. AROUND I 1 3 1/2"f8 STRUCT. 40 x 40" x 12" to a I° I I 1 0 8" P.C. FOUNDATION WALL x 9'-0" 1 I A501 GRADE B 0 0 n W/ 7' MIN. EMBEDMENT (12" MIN. I BOILER AS PER CODE P.C. FTG. W/ -' I I I I HIGH W/ #6 REBARS VERTICAL ® 1 '; I INTO FOUNDATION 1�2• 1N. REBAR LENGTH) I I 8 x 8' P.C. PIER STL. COLUMN ON A 32" O.C. ON A 10" x 20" P.C. FROM DROP TOP OF PIER 40" x 40" x 12 #4 REBARS ® 6" UP 13R I CORNER 1 c� I 1 O.C. EACH WAY - - FOOTING W/ 2 x 4 CONTINUOUS 1 _ - -9" FROM T.W. P.C. FTG. W/ 1 I 1 o I I FOR BEAM = - - KEYWAY & (2) #5 REBARS. I , #4 REBARS ® 6" °D TOP OF PROPOSED FOUNDATION I I O.C. EACH WAY N w - - �` WALL TO BE EL. 26'-2" (26.16') o i I I FOUNDATION WALL NEW WALL TO 1 OF A.B. OF A.B. ct I I n J J I ~ I HAVE (2) 2 x 6 ACQ SILL PLT. O X N o O I I x - - TOP OF FTG.'S EL. 17'-2" N OI K) J z= I DROP TOP OF o a0 0� F I 0 - - BOT. OF FTG.S EL. 16-4" v w a o of of o•I 1 WALL -1'-4" 44" x 44" x 12" m '� o CELLAR n n_ n I 1 w Q CORNER HOEDOWN STRAP TIE �_ wz ® DOOR M.O. UNEXCAVATED P.C. FTG. W/ #4 a „ 3 1/2"0 STL - cn � N o o I TO ALLOW FOR REBARS ® 6 O.C. (9 0 CLG. HT.) I ('2 _ 00 m o 3 „ - � tO COLUMN ON A �- - - - 3 1 2"0 STL. 1 00 8" HAUNCH SLAB FILL AND TAMP FOR 4 EA. WAY 4" POURED CONCRETE / a a O ¢ o O }( �� ® 30" x 30" x 12" COLUMN ON A DE TA I L C� FOUNDATION U N D A TI O N WALL o a Ln woo N o /I POURED CONCRETE FLOOR r r \ FLOOR SLAB - � o I I BILCO STAKWEL AREAWAY of L n P.C. FTG. r r r 24" x 24" x 12" co a. o, o x m I SLAB W/ 6x6 W2.0 X W2.0 W.W.M. r� r. r r r P.C. FTG. ``� v 1 #S11<WL-48 (5-MODULES) o� N.T.S. "� o - 1 11 N PITCH -3" TOWARD O.H. r� �� - r r o M q- - I �r v BP r -I, r 1 I WSixWLA48D ME COVER `D > j I I I LLJ GARAGE DOOR TYPICAL (� r r •- INSTALL R-38 M �' r - �/ BP = 1 I N PROPOSED I I 1 N I BATT AND 1/2" r r - -I I # d - GRAVELI�r r SHEETROCK CLG. I� L rJ I N n DRIVEWAY 1 PITCH L� ^�r_1 4'-6" x 3'-8" x 3'-5" a0 ® 1 ry 6'-8 1 2" 11' 7 1 2" '� Po M I 1 1 8" 24'-10" 8" 6'-8" / - / � 11'-7" .- 11'-7" � I W Q Lf) 1 U W 0� 4 I 71 z (n 07 I L I � I I DROP TOP OF I I G-'� Try 1/fir�X\r�\ �,� I i�^>�y .. ... ��T I � I 1n W _ WALL -l'-4" I (2) 1 3/4" x �r r r 1 11 7/8" LVL kGIR�r h I (3) 1 3/4" { C x 11 7/8" LVL �r x - I _ 1 ® DOOR M.O. r � i r GIRDER - r r� r�kr r�xr BP I ~ z o, a I TO ALLOW FOR I 1 r r r r� h ra 8" HAUNCH SLAB I I� L .J I �xr �� Lim �. �,A IS i\� J I I L L I o I I 8" x 12" P.C. PIER �� �rJ8" x 12" P.C. PIER—A, IER I O o Q I I '' 3 1/2-0 STRUCT. c,.,w DROP TOP OF PIERDROP TOP OF PIER 1 1 -9" FROM T.W. N 3 x 3' x 1/4" A501 GRADE BSTL. -9" FROM T.W. °i O I STEP FOOTING 1 FOR BEAM STRUCT. STL. COLUMN m COLUMNS ON A to FOR BEAM I Q w a: 19'-5"t HIGH ON A 36" x 36" x 12" I Lc) woo /I DOWN -4'-6" a „ O== 1 , 1 a w 3 1/2 0 STL. 0 48" x 48" x 12" P.C. P.C. FTG.S W/ #4 1 1 0 1 w z COLUMN ON A c� „ o —�I to-1 a N U FTG. W/ #4 REBARS REBARS ® 6 O.C. n (� 0 o Li - - - - - - - - - - - - - - - - - - - - - - - - - - - -� o4Ja 28" x 28" x 12„ N ci J 1 I � 1 � O ® 6' O.C. EA. WAY EA. WAY - - - i� 1 I IN o P.C. FTG. a � 0 r - -,- - - - ` I I 4 , L - - VT - - - - - - - - - - - - - ® r - - - - - - - - - - - - - - - - - - - - - I 2816 ar � 3'-0 � PROVIDE PVC SLEEVE1 - - - - - - - - - - - - - 1.W. EL. 26'-2" STE� FOR NEW C.I. INVERT. I I ( oo - 1 n o CAST IRON TO EXTEND 2 T.F. EL. 21'-8" 2'-0" MIN. PAST FACE I I 1 PROTECT WOOD IN CONTACT I I I 1 1 �n B.F. EL. 20'-loll OF WALL I I I I WITH CONCRETE W/ 1 ( I GALV. METAL 4 -n NEW 9 1/2" TJI / L - - - -00 - - - - - - - - - - � i ICE-SHIELD FLASHING /I (_ - - - - - - - - - - - - - - � -ram AREAWAY / AS REQ'D. / 230 F.J.'S ® `p / �_.--- 2 TYP. 16" O.C. A I G'Pad - - - - - - - - - - - - - I / UNEXCAVATED i - - - - - - - - - - - - - GQ � FILL AND TAMP FOR r / II UNEXCAVATED 4" POURED 2 `1- UNEXCAVATED II J 2 I I 1 2 CONCRETE PORCH c=i 1 I I STEP J IL FILL AND TAMP FOR 4" 4 FILL AND TAMP FOR 4" 1 (3) 2 x 10 HDR. Q TO PROPOSED / 4 -I n POURED CONCRETE PORCH - 4 SLAB s < - 3 1 � � � �- - -� `n POURED CONCRETE PORCH �- FOOTING _ a - - - -•- - - S.C.D.H.S. I/A I ;n SLAB I I 3 (2) 2x6 PLT. w A SOWTS ANITARY / 1 1 I n SLAB �i Y 5' 8' 12'-9' 8" 13'-6' 8" 12'-3" 8" 5" GRADE 0 8 SYSTEM _ _ _ 3] HDR. HT. STEP II - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 FOOTI N G 2650EGRESS -__ _-_� - - - - -_ - -_ _� _ _-__ _-__ _- Q R.o.= 2'-s" w. 11 IL - _ _ 1 1 - J1 11 Y J a_ x 5'-0" H. MIN. 01 1 1 1 I 1 0 GALV. POST ANCHOR 2 x 10 ACQ � w LINE OF P.C. SIMPSON AB66 � FRAME RIPPED N I STEPS ABOVE L� - - - - - — - - - �1 z I ON 8" P.C. WALL O TO 8" AROUND cD u - - - 0 BILCO STAKWEL M.O. Q II AREAWAY 00 5" 13'-9" 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" 5" d (5) MODULES in CHEEK CHEEK CHEEK Q \ HIGH of WALL WALL WALL O B C Q 0 U 8 8 o LL V) GRAVEL-� z = T.W. 00 g cn MASONRY 3-g -- °. x w OPENING Q � 25'-6" 14'-6" 13'-6" 14'-0" \� �-��YA ,..;• ,C�� 2 2- 2 7 c� w t j 75'-0" OVERALL /�� p . DAMPROOFING o `V N PROPOSED BELOW GRADE I \� ! +� {l \��� DRAWITTY TYPICAL P A C 8" P.C. T.O: SLAB FOUNDATION -.-.-. '- - �\ WALL tr NOTES: `r" Jo.'1 n. ° ° T.O. P.C. FTG. _ GE ERAL NOTES & FRAMING NOTES U�, °° ,`��. ...�_ DATE SEE TYPICAL CONNECTION DETAILS ° �.... r,.I 11 /9/2 2 SEE NOTES ON OTHER SHEETS AS NECESSARY FOUNDATION PLAN IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: SHEET# REQUIREMENT OF THIS PROJECT THAT ALL " POINT LOADS ARE TRANSFERED DOWN TO THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED 1/4 —1 —0 EGRESS WIND 0 W FOUNDATION WITH A CONIINOUS LOAD PAIN. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED 0 FOR BIDS 5/24/23 PAC lk 3 WHERE DIMENSIONS ARE NOT GIVEN, THE 20" W x loll THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3"x3"x3/16" AREAWAY DETAIL CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM V-O" O.C. FROM ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" EMBEDMENT. 1 FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: info@cgorten.com STRUCTURAL STI.EL NOTES: S LEGEND: 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC NEW 4 WALL TO BE CONSTRUCTED SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM DESIGNATION A-500, UNLESS OTHERWISE NEW 6 WALL TO BE CONSTRUCTED NOTED. 3. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 3/4" DIAMETER ASTM BEARING WALL ("CATS" MID-SPAN) A-325 TYPE N CONNECTION EXCEPT WHERE FIELD WELDING IS CALLED FOR ON THE DRAWINGS. E W 4. WELDING SHALL COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODES. B SECTION MARK 5. ALL WELDING SHALL RECEIVE ONE SHOP COAT OF RUST-INHIBI-lVE PAINT. 7 SECTION SHEET # 6. ALL BASE PLATES SHALL BE ANCHORI=D WITH TWO 3/4" IN. DIAMETER X 16" LONG ANCHOR BOLTS, DETAIL # Z UNLESS OTHERWISE NOTED. 2 W 75'-0" OVERALL 2 DETAIL SHEET # 7. PROVIDE ALL BOLTS, HOLES, ANCHORS, ANGLES, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION PROPOSED U AND AS REQUIRED BY THE WORK OF OTHER TRADES. r M O 17'-0" 23'-0" 35'-0 SMOKE DETECTOR" /Qn W CARBON MONOXIDE / SMOKE v DETECTOR COMBINATION 7'-7" 9'-5" 4'-7" 6'-11" 6'-11" 4'-7" 6'-9" 10'-9" 7'-10" 9'-8" Q Z OO 1'-4" 1' -4" I• 1'-4" 1'-4" � �1/2" \ �;BP BEARING POINT POST ABOVE � _ LJ I N POST BELOW = CL Lc) 8 ■BP BEARING POINT POST ABOVE & BELOW O J -r e e o ---- A/C COND. UNITS BILCO STAKWEL B 1'-6" 1'-6" 50 CFM ENERGY STAR EXHAUST FAN � U 0 O (0 7Z N TO BE 16 SEER AREAWAY W/ g T. T. E.F. VENTED TO EXTERIOR F- 1/2"0 GALVANIZED MIN. AS REQ'D. COVER BLOW F.R.S.C. v /CLEAR DOME Q CARRIAGE BOLTS ® 16" END N W A 3 4 HOUR FIRE RATED = O.C. STAGGERED BEARING SELF CLOSING DOOR 8 NOTE: PROVIDE � U TYP. FLITCHED GIRDER DETAIL L.P. GAS S/0 A/C A/C CONNECTION FOR 6 x 6 ACQ NEW DRYER COND. COND. VENT AS PER UNIT #1 UNIT #2 B.B.Q., LOCATION n POST WRAPPED 1�2„-1'-0" 2 AS PER OWNER I W/ 1 x VERSATEX LD N.Y.S.R.C. M1502 DN 3R TRIM W/ 1 x 6 CAP g CX235 CW135 CX235 — — — — — & 1 x 10 BASE _ (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (TYP. FOR 4) 14'-10" (2)2x10 HDR. (2)2x10 HDR. (2)2x10 HDR. PROPOSED CELLAR ENTRY 6" 10'-0" 10'-0" 10'-0' — — COUNTERTOP OE.F. BENCH W/ CUBBIES a" 10'-2" 4'-0° SMOKE & CARBON TREADS LANDING — — — — — — _ POWDER 31'-0" I 4'-0" o MONOXIDE DETECTOR NOTE: I HT. RAILING 8'-2" 5'-0" 1n �-2- 3'-0" o Z w N a co SMOKE DETECTORS AND CARBON MONOXIDE AS PER CODE LAUNDRY ° a COVERED PATIO 1 d o tO 0o I DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE > ? MUD 1 a w CD SECTIONS R-314, R-315 AND SECTION 915 OF THE cO o ° yz cn b 2 x 6 C.J.'S c� o p a ri ROOM I � �j STONE PAVERS AS SELECTED co �� o o- 1 FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE o� � D m �- " "' ROOM U p BY OWNER ON THINSET OVER x 0 16" O.C. o a0 °' INSTALLED AND LINKED AS PER CODE. } HANDRAIL (9'-0" CLG. HT.) (9'-0" CLG.) P.C. PATIO SLAB a 0 �z 4" P.C. LANCING a-1 1 I I I I I I I I I I SUB-FL. EL. 27'-6" w 2 x 8 C.J.'S o `X `O TOP OF STONE -4" FROM N N EGRESS WINDOW NOTE: Go w a- SLAB 0 GRADE o cn y = ® SUB-FL. ..I I EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE o o I I p G =11 U z ® 16" O.C. �j6,71 o f N v AS PER N.Y.S.R.C. R-310 g `� Z I I I I I I 1 ( I I I I acz� .50� �' O a- ;. N (2) 2x6 - WITHIN 44" OF FLOOR o a I I�O POST (2) 2x6 - 5.7 S.F. MIN. OPENING 0 2ND. FL. I I I I I � 4070 POST CX135 I - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE CX24 CASED OPENING BP FWG120611-4 BP TEMP, FWG60611-R 2)2x10 HDR. — — — - 24" CLEAR HEIGHT & 20" CLEAR WIDTH N (3) 2 x 10 HDR. DN 3R 18" 18" (3) 200 HDR. �J —'� (2)2x10 HDR. - - — — — 24"x24' y� W. (3) 1 3/4 x 11 7/8" LVL HDR. 1 (2) 1 3/4" x 9 1/4" LVL HDR. TEMPERED GLASS NOTE: `� W. �36L 24" 36" o- I I I N TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS — — — — L.S� B. REF. V) a I 3" x 3" x 1/4" STL. 1 a I ( o LO LOCATIONS AS PER N.Y.S.R.C. R-308.4 18� O2 1 STRUCT. TUBE A500 "� 2'-8" 3'-4" 15'-0" c� 3 - LESS THAN 18" ABOVE FLOOR SLAB W+ 13'-6 1/2" L` a GRADE B COLUMN ,.� v - WITHIN 2'-0" OF DOOR EL. 25'-11" `� - LESS THAN 60" ABOVE SHOWER TUB "WET" AREAS I ]24"1 o x — — - LESS THAN 36 ABOVE STAIRS / LANDING o- I o 1W. lD/Wl KITCHEN N � 0 w N v w (9'-0" CLG. HT.) 3 1 N �? _ _ SHEAR WALLS: m 2—CAR GARAGE m �m _ `° 5 GREAT ROOM m o = ( \ / 1 o i — _ — _o ,.� SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS o O1 o f10'-o" CLG. HT. ;2 -co o � oo 0 L` I cl Z N KING N AND SHEATHED WITH 5 8 CDX PLYWOOD FOR THE a, I x ( ) _ ® I FIRE-RATED 1 o I I� —I �I (DBL. HT. CLG.) w — a o / " NAILING � c m 30"x54" � M I n -_ 5 m BED m REQUIREMENTS FULL HEIGHT, FSHOWN ON THIS ASTENED AS RSHEET WITH 2 x 6 I I I PULL-DOWN I M ( 36" o' Q — F MASTER S TE R o I r ( B. o SIMPSON n = _ J "CATS" AT MID SPAN. o °' M 1 I STAIR I T �l I w I N M I - - - � ® BEDROOM Q PROPOSED I I c� 18' t8 I 1 I EGQ7.25-SD I x o wl o I - - (9'-0" CLG. HT. BP m w 0 o v W. I B. — — J HANGER OR LINE OF w — - — n ) o a GRAVEL V_ — — �I 24" B. I w EQUAL ® NI v aQ BILCO STAKWEL o I I FLOOR M a w a p DRIVEWAY N 6x6 24" 24" (3) 1 3/4" x 11 7/8" LVL'S + N FLITCHED BM. ABOVE of — — AREAWAY W/ "o 0 a EL. 25'-7" SLAB W. I B. (2) 1" x 11" STL. PLTS. BP ci N — — (3) 2x4 o CLEAR DOME I a PSL POST _ — — — — — — — — — w — — — — X M COVER BELOW o� EL. 25'-8" — — _ - N �— —W 18 x 35 STEEL GIRDER FLUSH 1 FLITCHED GIRDER , — — POST a 3 ,•� W I — — _ (3) 1 3/4" x 11 7/8" LVL FLUSH GIRDER d N " W/ 2 x 8 TOP PLT. L= 25'-10 18"118" 24" (BETTER HEADER #88) � - O `� v a c14 3" x 3" x 1/4 STL. W. B. � (3) 2x6 BUILT — — CASED SD N STRUCT. TUBE A500 3" x 3" x 1/4" STL. B. I I I POST GRADE 8 COLUMN STRUCT. TUBE A500 O o � — '� m N -IN -DN 16R OPENING HT.= 8'-9"t 1 GRADE B COLUMN Q °N° I (9'-0" CLG. HT.) _ Q o N HT.= 8'-9"t 3B 1 I II w Ci (2)2x10pHD 2)2x10 HDR. BP W L(� N � ti6� 5 o -� UQ � OI M co I 1�\ I NoI p - - - - - W w o NOTE: RATED CLG'S. 1 o I 30" L.P. GAS 18" 18" I— — .- �, �= ti� I. z a N (3 I & WALLS W/ 5/8" I W. B. I ® I W.I.CL. 0 0l 0 TYPE "X" SHEETROCK RANGE / OVEN _� J — — 3 ® 6070 CO " I W _ �' _ IN GARAGE AS -; W/ EXHAUST — CASE) OPENING (9'-0 CLG.) ro o 1 x I i `� PER N.Y.S.R.C. R-302.6 HOOD - - 2 2 x 10 HDR. o 00 _ ® co ( ) 6,-0.. 4.-0.. 9'-8" I N z J N �° I lY O 0 \ m m 3" x 3" x 1/4" STL. 00 STRUCT. TUBE A500 24" s B ,�O I Gj I �, i 161p I GRADE B COLUMN x — FOYER h°0� I� E.F. I �_ N ci FROM CELLAR a• o O CL, r� 1 1 0 00 9'-0" CLG. HT. I (2)2x10 HDR. 0 LLf � � -- w B. � SUB-FL. EL. 27'-6" � 7'-2' 25'-0" ® 1 s10 v , 2'-4" 9'-2" 2' .0" 4'-0" Z — — U Q0 0 N (3) 2 x 10 HDR. DINING ROOM I N (3) 2 x 10 HDR. (9'-0" CLG. HT.) o BP C. I BP 'c>4 IDO. (2)2x10 HDR. CX24 CX24 BED' (2) 1 3/4" x 9 1/4" LVL HDR. I I — — � N MASTER 1 — CW135 12 ,gyp 12" BATH o S.L. 60 . S.L. (9'-0" CLG. HT.) a I o I p >1 010 Ln N n SEAT(O `,1 (2) 1 3/4" x 9 1/4" LVL HDR. (2) 1 3/4" x 9 1/4" LVL HDR. _ COVERED PORCH 4 x 4 ACQ CX14-3 MULLED STONE PAVERS AS SELECTED CX14-3 MULLED ® - o, POST WRAPPED N BY OWNER ON THINSET OVER F PRE-FAB FIREPLACE: = W/ 1 x VERSATEX (3 P.C. PATIO SLAB = 36" U.L. RATED PRE-FAB. L.P. 0 0' _ TRIM W/ 1 x 6 CAP � o TOP OF STONE -4" FROM - o o- w O a & 1 x 10 BASE SUB-FL. GAS DIRECT VENT FIREPLACE BY o = w (o o a (TYP. FOR 2) D `° `r° ° HEAT&GLO MODEL #SL-5/5X OR c° o a 0 o "' A o a ® AS SELECTED BY OWNER ' io p Ld a INSTALLED AS PER a 0 8 MANUFACTURES SPECIFICATIONS o 0 _ u — (3) 1 3/4" x 9 1/2" — LVL PORCH — — GIRDER — — R.O.= 37" WIDE x 35" HIGH - 0 � z DN 3R I � 6x6ACQ POST WRAPPED W/ 1 x VERSATEX I - o TRIM W/ 1 x 6 CAP & 1 x10BASE 0 2 x 12 NAILER 3/4" CDX (TYP. FOR 6) I I I 0 PLYWOOD I 8 I I I I I \ SUB-FLOOR I � 1'-6" 12'-0" 1'-6" 12'-6" ly- 0 11 7/a" s o LL TJI FL. 7'-7" 10'-4" 7'-7" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" 3'-9" 3'-911 _ JOISTS 25'-6" 14'-6" 13'-6" 14'-0" 7'-622- 27 " II II W 10 x 49 FLUSH / 1 Cl PA 1 OUT3/4" x 7 1/4"BO LVL II II STEEL F.J. / GIRDER 75'-0" OVERALL Il. 2 1-1 PACK-OUT THRU-BOLTED W/ DRAWNBY 1/2"0 x 11" CARRIAGE BOLTS I 11 PROPOSED ® 16" O.C. STAGGERED 3/4" STEEL PLT. -~ P A C �I II FLAG CONNECTION 3"x 3"x 1/4" STRUCT. II 11 TO COL. BEYOND STL. TUBE COL. c� DATE �� N��'� WALL BEYOND FIRST PLAN 11 /9 /2 2 1/4"=1'-O" 1,592 S.F. PROPOSED LIVING AREA STEEL FLUSH FLOOR 620 S.F. PROPOSED GARAGE AREA SHEET# 327 S.F. PROPOSED COVERED PORCH AREA JOIST / GIRDER DETAIL 325 S.F. PROPOSED COVERED DECK AREA Q FOR BIDS 5/24/23 PAC 5 5 10 FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: info@ccgorten.com S LEGEND: NEW 4" WALL TO BE CONSTRUCTED NEW 6" WALL TO BE CONSTRUCTED W BEARING WALL ("CATS" MID-SPAN) E SECTION MARK 7 SECTION SHEET # 2 DETAIL SHEEIT # w #75'-0" OVERALL U PROPOSED O SMOKE DETECTOR � 7'-0" 11'-6" 7'-0" 48-2 1 -4 Q LJJ CARBON MONOXIDE // SMOKE ( r- ® DETECTOR COMBINAT10N 11'-8" 9'-7" 14'-11 9'-4" 2'-8" Z 000 „BP BEARING POINT POST ABOVE fl� f- Ln W a POST BELOW w O d = Y 0 C ■BP BEARING POINT POST ABOVE & BELOW I = < 8 z 50 CFM ENERGY STAR EXHAUST FAN O U J O rj B E.F. VENTED TO EXTERIOR O Z co V , � F.R.S.C. 3/4 HOUR FIRE RATED Q SELF CLOSING DOOR ry W A = Q s U � o 13 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (3) 2 x 10 GIRDER BELOW I 12 12 J Q 3 SMOKE & CARBON I I 12 12 �Q I I s, o MONOXIDE DETECTOR NOTE: I I Q I I d m SMOKE DETECTORS AND CARBON MONOXIDE I o ( Iix DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE 00 = ND obi` p 1'-6" SECTIONS R-314, R-315 AND SECTION 915 OF THE 1'-0" I 2 x 10 R.R.'S N 2 x 10 R.R.'S I I °0 tO ROOF + O.H. I I ® 16" O.C. X ® 16" O.C. co I I c� ® BELOW a Q4 N O.H. INSTALLED AND LNKEDFIRE CODE OF N.Y.S. LAS PER CCODE.TORS SHALL BE N N I I ti� M EGRESS WINDOW NOTE: 2 x 8 R.R.'S EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 0 = I I ® 16" O.C. o AS PER N.Y.S.R.C. R-310 o I I I I p 4' OF FLOOR - 5.7H S.FIN 4MIN, OPENING 0 2ND. FL I I I - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE CW 125 CX135-3 MULLED CW135 CW135 - 24" CLEAR HEIGHT & 20" CLEAR WIDTH r — — — — — — — — — — — — — — — — — — — —J — — — — — — — — — o I I N (2)2x10 HDR. (2) 1 3/4" x 9 1/4" LVL HDR. N I I N CX135-3 MULLED �� I I (2)2x10 HDR. (2)2x10 HDR. i I TEMPERED GLASS NOTE: TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS p 6 (3) 2 x 10 HDR. �G O m w o LOCATIONS AS PER N.Y.S.R.C. R-308.4 I 1 � - LESS THAN 18" ABOVE FLOOR ��9 Ln BATH #1 =_ I I I I n o - WITHIN 2'-0" OF DOOR I x ® WALL HT. O �! v I - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS M N 1 E`y (8'-0" CLG.) `° — — v N - LESS THAN 36" ABOVE STAIRS / LANDING 3'-0" 5'-0" d KING p — — BED N — OPEN TO BELOW SHELF J — SHEAR WALLS: 5'_0" co FIRE-RATE 1 I x •- 2'-8.. <- — cn cj SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS WALL HT. WALL HT. 30"x54' E.F. N ® z- o AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE PULL-DOWN 0 6� U.L. RATED FLUE— STAIR — FULL HEIGHT, FASTENED AS PER NAILING STAIR I I LIN. ,yo I PIPE FROM GAS 00 `O REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 — J L BELOW "' o FIREPLACE — — " ® I "CATS" AT MID SPAN. 1 — — — 25'-0" — — — 5' 0" 2'-0' 6'-0" 13'-2" 3'-4" N I — — 0 n — — `D x 36" HIGH RAILING I 00 STORAGE VAN. AS PER CODE ' — — 15-0" = LINE OF F � CLOSET 66� ,n o tO o CLG. SPLAY _ — — — — — — — — — — Ln `O Xx N a ATTIC O cO — (2)2x10 HDR. (3) 1 3/4" x 18" LVL FLUSH HDR. 3 2x4 (3) 1 3/4" x 16" LVL FLUSH HDR. a) N O W 0 a JIII o ® (UNHEATED & °' '� r30"x54"— —� CO (3) 2x4 (3) 2x4- — POST � v � >UNFINISHED) (PULL-DOWN 6 I POST POST APE 16R JR. MASTER �04 M 0 Li o I CNG. SPLAY ISTAIR,- -4 \ 8) 4 SD 00 N BEDROOM LINE OF v o o C ■ o — — — — — (2)2x8 HDR. I x . C3 (8'-0" CLG. HT.) d W CLG. SPLAY to o ; _ ir, o = ci o a Q LO N I I —N - - - - - 00 00 ■t0 N ® 7'-6" N W cn �- 5'-0" WALL HT. I (2)2x10 HDR. 5'-0" r I WALL HT. 0 = LOFT (n I �' I W.I.CL. � Z (8'-0" CLG. HT.) rx6 Li Q:f 8'-6" 5-0" 13'-6" I 5'-2" ti 0 7'-6" to 0 0 WALL HT. d o 3 I I 0 (2)2x8 HDR.N 3 z z 13'-6" Li (3) 2 x 10 HDR. o ifl J 7-2 1/2" I J N o � N x ® I I PLr. Hr. 668 < I I o 0117 �' N CX135-3 MULLED N (3) 1 3/4" x 11 7/8LVL FLUSH HDR. ^ ® — U 0 _ (2) 2xs II BEDROOM #1 I I = I L — — — — — — — — — — — — — — — — — — — — — — — — — — (8'-0"- - _ - - > ® 1s" D.C. CLG. HT.) (2) 2 x 10 HDR.POST F o Ito J o 0 a I I CX135-3 MULLED I— `1 MASTER � a 0 1 = 2 x 8 C.J.s BATH o ® 16" D.C. I o Q n INSULATED ATTIC STAIR BY N I of o (8'-0" CLG. HT.) cfl FAKRO OR EQUAL W/ j� 0 v r7 INSULATED ATTIC STAIR w /- M E.F. TENT AS PER CODE. (2) 2 x 10 HDR. a (2) 2 x 10 HDR. (2) 2 x 8'S ® ALL SIDES e v � — OF 30" x 54" R.O. AT 2ND. J CX14-3 MULLED EGRESS CX14-3 MULLED FLOOR ^� ��. 3r, FIRE-RATED ATTIC STAIR BY I V + } ,P ►� 12 L 4. I FAKRO OR EQUAL AS PER CODE W/ 1 3/4" x 11 7/8" I ��, O M\a J� 12 x 7 �� ROOF cn LVL ® ALL SIDES OF 30" x ■ ,� 7 tn Ae BELOW N Of (3 54" R.O. AT GARAGE I �O N x - S� \ < 1 O A I ® ti M ' N 2 x 6 R.R.'S 2 x 6 R.R. co io � I 8 I ® 16" O.C. ® 16" O.C. N ® I z — (3) 1 3/4" x 9 1/2" _ LVL PORCH — — GIRDER — Q — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a- 0 O 0 01 LL w l l B C Z 0 L�i J 5'-6" 5'-6" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" LLJ U 7'-6" 11'-0" 7'-0" 14'-6" 13'-6" 14'-0" 7'-6" 75'-0" OVERALL -- _ -- ` PROPOSED 22- 27�; � " l / PAC No. 1843 II �.�� yc� DATE SECOND FLOOR PLAN ��.0 f-- N '� 11 /9 /22 1/4"=1f-0" 1,045 S.F. PROPOSED LIVING AREA 150 S.F. DOUBLE HEIGHT AREA (OPEN TO BELOW) SHEET# 0 FOR BIDS 5/24/23 PAC 6 0 FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: info@cgorten.com 6" MIN. 12" RECOMMENDED 4"I VENT THRU ROOF 4"I VENT THRU ROOF S LEGEND: ROOF !I! III I I FROST CLOSURE NOTE BEARING WALL BELOW RESIDENTIAL CODE OF 1 3" 13 N.Y.S. P3101.2: VA N JR. MASTER BATH NEW BATH #1 VALUE OR OUTSIDE DESIGN SECTION MARK SECTION TEMPERATURE IS 01" OR LESS, 4 SHEET # I I VENT EXTENSIONS THROUGH A 2" _ _ ROOF OR WALL SHALL BE NOT E r" - - LESS THAN 3 INCHES IN 22 DETAIL # 1 2-1 1 1/2I 1 I 1 1/2" 2• 1 1 1/2" THE SIZE SHALL BE MADE DIAMETER. ANY INCREASE IN J DETAIL SHEET # LLJ 1 1/2' AV V 1 1 AV I NOT LESS THAN 1 FOOT INSIDE I I WC ( WC 1 I ENVELOPE THE OFiTHEABUILDING. POST BELOW 1 j 2ND FL. 1 SH. I I SH. 3" C.O. 2" (3- 2' I I CD C.O 2" 3' 2" I ROOF EXTENSION NOTE LJJ RESIDENTIAL CODE OF v Z 00 3" 1 2' 4' I N.Y.S. P3101.1: 2" 4" OPEN VENT PIPES THAT J EXTEND THROUGH A ROOF LLB LLI O' SHALL BE TERMINATED NOT LL_ O MASTER BATH LAUNDRY POWDER KITCHEN WET BAR LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHESn= Y n I I ABOVE THE ANTICIPATED n_ of F- L - 2' 2" 2" 2" SNOW ACCUMULATION, Q tY -- - - -1 4" 1 1/2" - 1 1/2" - - 1 1/2" 4" WHICHEVER IS GREATER. O U J Q I— 0 Z co 2" 1 1/y I HOSE 11 1/2' 2'I I � v A I F WC I W I AV IT2- DWcn I- - 3" FAI ABOVE GRADE tJ_ 1ST FL SH. Q C.O. � W 3' 2" C.O. 2" 1 1/2" 3' C.O. C.O. 1 TO EXISTING C 2" 4" 4" APPROVED $ 4" PVC 01/4'/PF. 4" C.I. SANITARY SYSTEM B $ CELLAR PLUMBING RISER DIAGRAM "w o Z-j I 10 J< L'-0 2 N.T.S. I o A - - - - - - - - - - - - - - - ® - - - - - - - - - - - - - (3) 2 x 10 GIRDER - BELOW SIZE OF TRAPS FOR PLUMBING $ I I 12 12 W FIXTURES \e AS PER 2020 N.Y.S.R.C. TABLE P3201.7 I I 12 12 1 LLJ o I I En 4. TRAP SIZE 1 i o N\tK PLUMBING FIXTURE MINIMUM I I �i` I s N Cb BATHTUB (WITH OR WITHOUT SHOWER HEAD I I 2 x 10 R.R.'S 2 i � D AND/OR WHIRLPOOL ATTACHMENTS) 1 1/2" O I ROOF ° + BIDET 1 1/4" 1 I p ® 16" O.C. c 1 I N ® BELOW � � 4 N O.H. CLOTHES WASHER STANDPIPE 2' I I 2 x 10 R.R.S a x I DISHWASHER (ON SEPARATE TRAP) 1 1 2 I 0 16 O.C. N FLOOR DRAIN 2" I x I 2 x 8 R.R.'S v I w KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I N "C'-V I 1 0 = ® 16" O.C. p of WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" I I 11 I O Q DISPOSER) LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2" _ LAVATORY 11/4" - - - - - - - - - - - - - - 0 _ - - - - - 7_j\`L_­R - - -- - -- - - - - - - - - - - � - - -I-11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH I r - - - - - - - - - - - - --t - - - - - — — — — — — — — - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHOWERHEADS AND BODYSPRAYS) N FLOW RATE: 1 1/2" I I 1 1 5.7 GPM OR LESS 2• I MORE THAN 5.7 GPM UP TO 12.3 GPM _ _ _ _ �R' MORE THAN 12.3 GPM UP TO 25.8 GPM 3 1 I I r + , 1 k MORE THAN 25.8 GPM UP TO 55.6 GPM 4' 11 I I I 1 I 1 I I I I-I- - - - - - -I I L J'x p 2-8 L L- ir o o o ` N xNo J x o ' N �D > o N o o �L NEW RHEEM ELEC. SPLIT U.L. RATED FLUEx FA/C AIR HANDLER #2 PIPE FROM GASNN ® RA141SAJlNA N FIRE PLACE 1 I HUNG?N 1ATTIC OA `o I I W Q Ln (2) 2 x 10 NAILER W I I z O) BEARING KNEE WALL BELOW BEARING KNEE WALL BELOW 1 I LLB 1 3/4" x 14 LVL RIDGE BD. 21 71/= =/T =—/= /: 1= =1=2 ,� /T 7Z/= /=/= /Z/ =� 1 3/4" x 14" LVL Q ROOF SPLAY r - - - - ROOF SPLAY RIDGE BD. I I I (2) 2 x 10 NAILER �I NEW RHEEM ELEC. SPLIT ( 1 I I W r z AIR-HANDLER #2 ROOF CRICKET m A/C AIR HANDLER #1 ( 1 W/ ICE-SHIELD I I ll� O p RA1424WJlNA L_ - - - - - J FLASHING I z +RCF2417STAVUA cn HUNG IN ATTIC 1 3/4" x 14" LVL RIDGE BD. I I Q W c� O V-0" Ln FLYING I I - - - - - -1 �� o io i I FLYING O In � GABLE m m p N o p AIR-HANDLER #1 i N � Oy_\12 N NGABLE (� CpL - - - - - - x - - - - - - oa JQ L- - - - - - J04 N �N r ` o iP� +moo ROOF SPLAY � o X ® i - - - - - - - -® 2 10 NN �— - - — — - - - -� ''� w o2 xN , w J NN ti� co i0 m 2x10R.R.S2 x 10 R.R.'SL - - - - - - - - - i- - - - - - - - - - - - - - N ® 16" O.C. N ® /7c' ® 16 O.C. r - - - - - - - - - - - - - -oCD o- - - - - - - - - - - - - - ( I 12 9 12 0 14 12 F - - - - - - - - - 14[7 0 0 o I I 2 x 10 R.R.'S 14 Iv I `� 2 x 10 R.R.'S 11 1'-0" ® 16" O.C. 0 16" O.C. O.H. I� - - - - - - - - - - - — L- - - - - - - - - - - - - - - - - -IQ GMETAL STANDING SEAM I ROOFING AS SELECTED m x 12 <t�` � ROOFX }Q Q ATTIC NATURAL GAS PIPING NOTE: BY OWNER I N c 7 � BELOW N �j uGAS PIPING SHALL BE BLACK OR O O Q O GALVANIZED STEEL AND SHALL BE A 2 x 6 R.R.'S 04to to SIZED BY THE LONGEST LENGTH 0 16" O.C.METHOD BASED ON THE INPUT $ I xRATE OF THE APPLIANCES. ALL ® xWORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 241 (3) 1 3/4" x 9 1/2" L PORCH - _ GRRDE BELOW N �} OF THE 2020 RESIDENTIAL CODE 1 LL W \ 2ND. FL OF N.Y.S. LL_ -7—pp - - - - - - - - - - - - - - - - - - - — — — Z L) GREAT ROOM KITCHEN NEW L.P. GAS OUTDOOR M = § O -1 BBQ CONNECTION a O NEW (BTU T.B.D.) 0 S/0 L.P. GAS S/0 S/0 p ry o;d VALVE RANGE/OVEN VALVE VALVE 1ST FL. (BTU T.B.D.) FIREPLACE S/0(13,000 TO VALVE 2 - 2 7 25,000 BTU) \,� � � MECH AREA -�Jv A I DRAWN���t�`� 1"0 STEEL PROPOSED LP. TANKI ✓, „ ;+ PIPE (ABOVE GROUND OR ^G s NEW LP.D.V. UNDERGROUND AS �' } BGAS OILER S/0 SELECTED BY OWNER) I !o. ^� P A C (13,000 TO VALVE SIZED AS PER BTU 1£k188 _ ., 130,000 BTU) REQUIREMENTS ROOF FRAMING PLAN �� DATE S'..' CELLAR ���'°� �--�'� 11 9 2 2 SHEET# GAS RISER DIAGRAM N.1-.S. 0 FOR BIDS 5/24/23 PAC 7 10 FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: info©cgorten.com 1 3/4" x 14" LVL RIDGE 12 2 x 12 RIDGE BD. / 12 � I 1 3/4" x 14" LVL RIDGE (2) 2 x 10 / 2 x 10 R.R.'S ® 16" O.C. 12 2 x 4 COLLAR TIES ® 32" O.C. FLUSH STHDR. 2 x 10 R.R.'S ® 16" O.C. \ Q 4 SIMPSON H2A CLIPS HANGERS 2 x 6 COLLAR ® EA. R.R. TYP. TOP OF KNEE WALL 12 TIES ® 32" o.c. ATTIC — z 12 /% \\ — — Q4 j - - - - - - - - - - - - - - - - - - - - LLJ — _ \ SIMPSON H2.5A CLIPS FLYING ® EA. R.R. WHERE GABLE / SPLIT ELEC. \ \ �+ 4 p KNEE WALL 2 x 12 RIDGE BD. BEYOND / \ H2A CANNOT BE AIR \ \_ 2 x 10 R.R.'S U INSTALLED / / HANDLER #1 -R-3O- - - - - - - - - - - - - - - - - - -- ® 16" O.C. (D r 2 x SOLID BLOCKING I I- _ TOP OF PLT. BOT. OF C.J.'S _ , BETWEEN RAFTERS 0 PLT. I I r7 Q L1__I \� TOP OF PLT ® GABLES TW/ INSULATION BAFFLES I - TOP OF PLT. (3)2x10 / \\ (3)2x10 BOT. OF HDR.'S - (2) 2x10 - - - - - - - - \ \ �- O HDR. 2 x 6 COLLAR TIES \\\ HDR. HDR.= = = _ _ _ _ _ _ _ BOT. OF HDR.'S 0 Z ono BOT. OF HDR.'S \ 2 x 8 C.J.'S ry ® 48" O.C. \\\\ ® 16" O.C. F I I \ W Lj O d 2 x 8 LEDGER BD. W/ am = = Y CX135-3 j O \\� CX135-3 \ o \ o iv w A35 CLIPS ® EA. R.R. Cx14-3 I I \ \ R-21 1'-0" \ tA n Q / I I \\ � a � a c� \ \ BATT � o U _j ATTIC 1 i BEDROOM #1 CL. HALL II 2068 BATH #1 FLYING o O I I oo a d N o 2 x 6 R.R.'S ® 16" O.C. o — I I 2 x 6 COLLAR GABLE I (UNHEATED & co K in I \ \ 00 a I UNFINISHED) I 12 a (3) 1 3/4" x 9 1/2" 00 I I \ \ �' O Z O TIES ® 32 O.0 (n � 00 (n 12 LVL PORCH GIRDER W/ R-21 \ \ I I SIMPSON H2.5A CLIPS BATT 3/4" CDX T&G I I Q I 12 ® EA. R.R. 12 PLYWOOD 1 1 \ = Q W 4 TOP OF SUB-FL. TOP OF SUB-FL. 4 C7-- SUB-FL. \ R-30 Z: TOP OF SUB-FL. U 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. r' TOP OF PLT. - 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. "' 1 (3) 1 3/4 (2)L HDR4"x9 1/4" " x 11 7/8" LVL'S I I STTIIFFENER BOT. OF HDR.'S x 8 C.J.'S 3 + (2) 1" x 11" STL. PLTS. AS REQ'D. (3)2x10 ® 16" O.C. (2)2xl0 TJI / BLOCKING W 18 x 35 1'- " AS REQ'D. ® WALL I I STEEL GIRDER $ O.H. I JST. HED FLUSH GIR. W/ HDR. HDR. BOT. OF HDR.'S ABOVE (SEE DETAIL) BOT. OF HDR.'S 2 x 6 C.J.'S I I JST. HANGERS III I ® GARAGE w ® 16" O.C. I I CX14-3 II I POST ® WALL w BETTER HDR. #88) 6" x 6" PSL 2—CAR I I 2 x 6 STUDS " WINDOWS W o - I I _j DINING I II I MUD N GARAGE a I I NOTE: RATED CLG'S. ® 16 O.C. to N 0- N 6 x 6 ACQ STEEL GIRDER & 307o N _ a I 1 o POST WRAPPED I I COVERED ROOM COLUMN BEYOND i II I KITCHEN CASED ROOM CX235 o w & WALLS W/ 5/8" a o I w I o 0 rn a N W/ 1 x VERSATEX OPENING o) a -j TYPE X" SHEETROCK I TRIM W/ 1 x 6 CAP I I PORCH O � �' N 11 IN GARAGE AS a0 a & 1 x 10 BASE I 0 T I I PER N.Y.S.R.C. R-302.6 (TYP. FOR 6) i� I R-21 I II I R-21 0) 11 BATT I II I BATT II TOP OF SUB-FL. CO TOP OF TOP OF SUB-FL. 11_ . . . — . SLAB — . . . . 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 360 F.J.'S ® 16' O.C. TOP OF WALL TOP OF WALL 7\7 'I - - TOP OF WALL y TOP OF WALL m R-38 BATT ® FRONT PORCH �• JX /\ BATT I I _ / 1/2" SHEETROCK (2) 1 3/4" x 11 7/8" (2) 1 3/4" x f' 0 CELLAR CEILING LVL GIRDER 11 7 4" POURED CONCRETE FLOOR TYPICAL 5/8"0 x 12" GALV. (D STONE OVER 4" P.C. �j\ /8" LVL (2) 2x6 ACQ TREATED SILL SLAB W/ 6x6 W2.0 X W2.0 ANCHOR BOLT 0 35" O.C. & 12" I I CLEAN i AS PER N.Y.S.R.C. 302.13 SEE PLAN) GIRDER PLATE W/ COPPER TERMITE PORCH SLAB W/ 12" COMPACTED f W.W.M. PITCH -3" TOWARD O.H. MAX. FROM CORNERS W/ 7" MIN. I TOP OF FTG. HAUNCH 0 FRONT FILL 1 = SHIELD OVER STIROFOAM GARAGE DOOR TYPICAL EMBEDMENT INTO CONCRETE ® GARAGE 0 0 I SILL SEALER 2 3068 I I FRONT WALLS o N o �. 3 1/2"0 STRUCT. v o I a DAMPROOFING BELOW A501 GRADE B STL. o GRADE TYPICAL COLUMN ON A o CELLAR 8" P.C. FOUNDATION WALL x + 28" x 28" x 12" 1 9'-0" HIGH W/ #6 REBARS 1• I I TOP OF FTG. P.C. FTG. 0' VERTICAL ® 32" O.C. ON A I TYPICAL I _ ® FRONT PORCH - 4" P.C. SLAB OVER 2 x 4 CONTINUOUS UOUS FOOTING KEYWAY STEP FOOTING - I ,- - - � ' K Y I I l 2 CLEAN SAND - o '° I_ r` OVER 6 MIL. & (2) #5 REBARS. I I _ _ - - - � - - - - - - - - - - - -- - - - - - - - - - - - -) �- - - - - I I r - -I N TOP OF FTG. I- I I r - - VAPOR BARRIER - - I' TOP OF FTG. L - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - -- - - - - - � - -I I- - I- - - I F. - -'- - - -� - J A SECTION B SECTION 1 4"=1'-0" W 1 3/4" x 14" LVL RIDGE of ? 2 x 6 COLLAR TIES ® 32" O.C. TYPICAL STANDING SEAM TYPICAL 6" WALL U Q 0) - z 12 N 2 x 10 R.R.'S ® 16" O.C. 1TJI7FL" ROOF CONSTRUCTION: CONSTRUCTION: Ld JOISTS TYPICAL ALUMINUM ROOFING PANELS TYPICAL SIDING AS NOTED OVER "TYPAR" W V) r- _ 12 AS NOTED OVER 15# BUILDING FELT HOUSEWRAP OVER 5/8" SHEATHING OVER 2 x 6 12 OVER ICE SHIELD OVER 5/8" CDX STUDS 0 16" O.C. W/ R-21 HIGH DENSITY 0 12 PLYWD. SHEATHING OVER RAFTERS FIBERGLASS BATT INSULATION AND 1/2" GYPSUM 2 x 10 R.R.'S -J ` 2 x 8 NAILER AS NOTED WALLBOARD, TAPE & SPACKLE. ~ Z ® 16" O.C. _ s 5/8" TYPE 'X' FIRE RATED LLJ a a 12 SHEETROCK AS 0 TOP OF KNEE WALL ICE SHIELD UNDERLAYMENT REQUIRED FROM 2'-0. ATTIC \ 9 2 x 4'S PER CODE z Z Q TYPICAL ROOF MIN. _ 2 x 6 R.R.'S ON-FLAT LOWEST EDGE OF ROOF TO A POINT 24" 12 - 0 16" O.C. ® 16" O.C. W 18 x 35 STEEL CONSTRUCTION: W N MIN. (07 PITCH OR LESS) FROM FACE OF 4 GIRDER TYPICAL ASPHALT ROOFING SHINGLES AS OLn � EXT. WALL INTERIOR AS PER N.Y.S.R.C. \\v KNEE SPLIT ELEC. - -- NOTED OVER 15# BUILDING FELT OVER U C0 O 905.1.2 (TYPICAL) SN ON C.J.'S LT II II ICE SHIELD OVER 5/8" CDX PLYWD. � \CE WALL AIR H��DLER BATT I I II 2 x 8 NAILER SHEATHING OVER RAFTERS AS NOTED ® BOT. II II 3"x 3"x 1/4" STRUCT. TOP OF PLT. - . OF C.J.'S 11 —STL. TUBE COL. , - WALL BEYOND (2) 1 3/4"x (3) 1 3/4" x 18" (2)2x10 TOP OF PLT ® GABLES 9 1/4" LVL ( LVL FLUSH CLG. " 11 HDR. BOT. OF HDR.'S HDR. 2 x 8 C.J.'S I I GIRD R (3) 1 3/4 x ® 16" O.C. 11 7/8" FLUSH I I FACE-MOUNT ROOF HDR. I 1 1' I I I I c� CX135-3 N 0 w STEEL GIRDER JST. HANGERS LINE OF ROOF BEYOND w p \ vWi CX135-3 -I a.0Ln 2 x 10 LEDGER BD. W/ I I I I " E - �o m BUILD-OUT DETAIL 00 a j A35 CLIPS 0 EA. R.R. 36" HIGH 2868 I I o1 N a- m 00 a D 12 RAILING AS I I w 1 3/4- x 7 1/4" LVL RIDGE r� a 8 3/4"=V-0" PER CODE 2 x 8 R.R.'S 4 C7;' R-21 WEB I I R-21 � � 1'-0" ® 16" O.C. BATT BATT STIFFENER I I � � \ FLYING TOP OF SUB-FL. ( ) AS REQ'D. GABLE HANDRAIL NOTE: 3 1 3/4" x 1 e TOP OF SUB-FL. M 11 7/8 LVL 11 7/8" TJI / 230 F.J.'S ® 16" O.C. \ �� ;� ALL HANDRAILS & GUARDRAILS SHALL TOP OF PLT. FLUSH _ TOP OF PLT. COMPLY W/ N.Y.S.R.C. R-311 & R-312 YP. RAIL TOP OF PORCH GIRDER " III (3) 1 3/4 x -I III (2) 2x10 (2) 1 3/4"x 3' HIGH BOT. OF HDR.'S 11 7/8' LVL HDR. 9 1/4" LVL — 1'-3" I 2 x 6 C.J.'S HDR. ) I HDR. (3) 1 3/4" x 9 1/2" I BOT. OF HDR.:S O.H. 0 16" O.C. LVL PORCH GIRDER W/ I 5 - SIMPSON H2.5A CLIPS I 4" P.C. 0 EA. R.R. LANDING w I ( (3) 2 x 10 GIRDER J I = I w ON GRADE )()l )()l (n 6 x 6 ACID ( I I \ o TOP OF TYP. WALL U V V V O d N POST WRAPPED _ GREAT N a r- o O COVERED 4PFGP solo COVERED I I i 0 GRADE I re W/ 1 x VERSATEX I I 120611 I 2870 5070 o DBL. N m a 1 TRIM W/ 1 x 6 CAP 1 I PORCH _ l ROOM DBL. I FOYER PORCH I I I / / 40 N & 'I x 10 BASE /\/ z U) (TYP. FOR 4) 36" L.P.I I ) I I TOP OF CELLAR GAS F.P. I STONE ON 4" J / I I FSTONE OVER 4" P.C. I I P.C. PORCH SLAB I I a ENTRY END WALL \j�\ ° : \\'' (3) 2x10 HDR. CD O ON COMPACTED �� // M TYP. HANDRAIL Z_ Lil PORCH SLAB W/ 12" I I z ��\\ I_ J TOP OF SUB-FL. HAUNCH ® REAR & SIDE d FILL - o o U Q A, TOP OF TOP OF SUB-FL. 11 7/8" TJI / 360 F.J.'S - ® 16" O.C. SLAB j M COMPACFILLTED " TREAD MMMMUMMTOP OF WALL i/ _ TOP OF WALL o I N � 3068 TOP OF WALL N \ -38 - - - - - - /° BATT 1/2" SHEETROCK BAD y //\\/�/ r '///�% TOP OF WALL : > P.C. STEPS & 4'-0" ® PATIO / ✓�, \S/CLEAN \�\\ \ 0 CELLAR CEILING (3) 1 3/4" x 11 7/8" \ \// I \/\\%\\% - - ® FRONT PORCH `r ~ 4" P.C. LANDING LANDING \' \��\\ \\/ COMPACTED �% / AS PER N.Y.S.R.C. LVL GIRDER ' \ ��\ //\//\ � , '`y1. •-�_ "� I \ ,• FILL \\� 302.13 (SEE PLAN) \ PROTECT WOOD IN \\//\\/ I 3" P.C. CURB \c U�" yi 2 2— 2 7 \ \/ PROTECT WOOD IN '� CONTACT WITH \ r� CONTACT WITH / ' I F.D. o CONCRETE W 00 o TOP OF FTG. " , ^ '1 w ( CONCRETE W/ I 3 1 2"0 STRUCT. / I I ``' d _ 1_ ¢ to ICE-SHIELD FLASHING / ICE-SHIELD FLASHING o to o ,, - - - - - - - I ' ;� CELLAR A501 GRADE B STL. o a TOP OF FTG. I - , ® REAR PATIO COLUMNS ON A ( I I °� 1 4"0 PVC PIPE o� O� FI- - - : • -I L° 36" x 36" x 12" I• COMPACTED I a N TTOP RYWELL L r CLEAN 0) PAC C ���--- 0. 10-188 1'I a L - - - - - P.C. FTG.S W/ #4 I FILL TOP OF FTG. _�___- � - - -I:-_ _� - ' I TOP OF FTG. - - - '• - ; I• I PITCH 1/8" / FT. Q' 4" P.C. SLAB OVER REBARS ® 6" O.C. ® FRONT PORCH Cc •!, DATE O - - �- - - EA. WAY DAMPROOFING BELOW - - 11 /9/2 2 TYPICAL -I I ( 2" CLEAN SAND I• GRADE TYPICAL I N OVER 6 MIL. I - o STEP FOOTING � - - L - - - - � - � r\(\ VAPOR BARRIER I I 1 -I I - - - I i - - TOP OF FTG. SHEET# TOP OF FTG. MAX, - (` _ 1 I — T - 2 CELLAR ENTRY STAIR DETAIL. FOR BIDS 5/24/23 PAC 8 C SECTION FOR H.E.R.S. 4/3/23 PAC - 10 FRAMING NOTES:- TABLE R602.3(1) TABLE R602.3(1)-continued TABLE R602.3 1 EMAIL: TABLE CONNECTION TOI FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info©Cgarten.001'1T DECK LEDGER CONNECTION TO$AND JOIST°'° (Deck live load=40 pal,deck dead load c 10 psi,snow load 5 aD peril NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER""' SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER". SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER, SPACING AND LOCATION GRADE NO. 2 OR BETTER. CONNECTION DETAILS 6'and less 6'1"to W 91"to 1d 1D'1"to 18' 12'1"to 14' 14'1"to 16' 16'1"to 18' 16d common(3'/,"x 0.162`1 16"D.C.face nail Floor On-center spacing of fasteners Roof Bottom plate to joist,rim joist,band joist of- , „ , " , 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS " 14 blocking not at braced wall panels) 16d box(3/, x 0.135 0,or 24 2 subfloor to joist or girder 3-16d box(3/z x 0.135 or NOTED. lZ inch diameter lag screw with'/,-inch 30 23 18 15 13 11 10 4 Rd box(2 1 x O.113'�or b'( P' ) 3"x 0.131"nails 12'o.c.face nail � g 2-16d common(3';z"x 0.162"} Blind and face nail maximum sheathing'`'' 3-8d common(2'/21'x 0.131');or 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. /;inch diameter bolt with /-inch maximum 1 Blocking between ceiling joists or rafters to top plate 3-10d box 3"x 0.128' ;or Toe nail ' "x 135` ;or 3 each 16"D.C.face nail 3-16d box(3'i,"x 0.135');or 36 36 34 29 24 21 19 ( Bottom late to joist,rim joist,band joist or 3-16d box(3/, 0. 25 2"planks(plank&beam-floor&roof) J„ �, At each bearing,face nail ALL EDGES OF PLYWOOD TO BE SE7 ON SOUD BLOCKING, GLUE AND NAIL PLYWOOD sheathingd 3-3"x 0.131"nails 15 P 2-16d common(3'/ "x 0.162"};or 2 each 16"o.c.face nail 2-16d common(3 x 0.16�) g SUBFLOOR TO FLOOR JOISTS. '/Z inch diameter bolt with I-inch maximum t blocking(at braced wall panel) 4-3"x 0.131"nails (,'/2" ) 36 36 29 24 21 18 16 4-8d box(2/z' x 0,]13��or 4 each 16"o.C.face nail 3-16d common 3, x 0.162" sheathing 1 4-10 box(3"x 0.128'),or 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND 3-8d common(2!.'x 0.131');or , 4-8d box 2';"x 0.113' •or 26 Band or rim joist to joist OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN For SI:I inch=25.4 mm,I foot=304.8 mm,I pound per square foot=0.0479 kPa. 2 Ceiling joists to top plate 1 er joist,toe nail ( z �• J J „ " End hail ON DRAWINGS. a.Ledgers shall be tla.h,d in accordance with Section R703.4 to prevent water from contacting the house band joist. 3-1 Od box(3"x O,12R'�;Or I 4-3 x 14 3 1 nails or 3-16d box(3/,,'x 0.135'�;or „ 'I',". b.Snow load shall not be assumed to act concurrentl•with live load. 3-3"x 0.131"nails I n , 4-3 x 14 ga.staples, e,rOWn y 4-8d Common{2?z x 0.131 1;or Toe nail c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. „x ", °x Nai i each layer as follows:32"O.C. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE d.Sheathing shall be wood structural panel or solid sawn lumber. 4-I0d box(3 0.12R },Ur 4 10d box(3 0.12R�;Or 20d COmtnOn 4"x 0.192' ;Or y z RESIDENTIAL CODE OF N.Y.S. OR AS; NOTED ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR '� Ceiling joist not attached to parallel rafter,laps over „ „ c.sheathing shall ire permitted to be wood structural panel,gypsum board.fiberboard,lumber or foam sheathing.Up to'/a inch thickness of stacked washers 3 3-16d common(3,z x 0.162'1;or Face nail 16 Top or bottom plate to stud 4-3"x 0.131 nails at top and bottom and staggered. F- AIR CIRCULATION IN ROOFS. shall be ermiued to snMtitute for u In'.inch of allowable sheathing thickness where combined with wood strucmral anel or lumber sheathing. partitions(see Section R802.5.2 and Table R802.5.2) W 4-3"x 0.131"nails 1/ "x 0.135' 1 Od box 3 x 0,128 or 24 o.c.face nail at t0 and bottom 3-16d box(3 r �,or ( �� p P P P g z Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. Ceiling joist attached to parallel rafter(heel joint) 2-1(id common(3'?j"x 0.162');or 77 P b bg pp .• 4 (see Section R802.5.2 and Table R802.5.2) Table K802.5.2 Face nail ' ' x 0.128' or End nail y 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON 3-lOd box 3 ' layers( �; And: � TABLE R507.9.1.3(2) 1 , ( 3-3"x 0.131"nails 2-20d common 4"x 0.192" Q DRAWINGS. 4-1 Od box 3"x 0.128' ;Or ( );or .- PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS Collar tie to rafter,face nail or] !4' x 20 ga.ridge strap to 3-1 Od box 3"x 0.128" or Face nail at ends and at each splice LLI .- S 3-lOd Common(3"x 0.148�;or Face nail each rafter 3-lOd box(3"x 0.128'�;or c )� 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS rafter 4-3"x0.131"nails 17 To plates,lops 2-16dcommon 3'/ "x0.162');or Face nail 3-3"x 0.131"nails CD rn CONNECTORS BY SIMPSON OR APPROVED EQUAL P P` p ( z TOP EDGE BOTTOM EDGE ENDS ROW SPACING DO 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A Ledger' 2 inches' /,inch 2 inches' Ists inches" 3-16d box nails(3'/,"x O.l3 14 or 3-3"x 0.131"nails 4-16d box moo x 0"x 0.; 2 0 Z Ln 3-16d common(3';,"x 0.162");or J 1- MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL 2 �� " s " 3-I Od common nails(3"x Q l4R`�; 2 toe nails on one side and 1 toe oral 3-Rd box(2'r`z"x O.l li'�;or 28 Ledger strip supporting�orsts or rafters q_]Od box(3"x 0.128� or At each joist or rafter,face nail W W � I Rand Joist` / inch inches inches 1/s inches r . BE GALVANIZED. 6 Rafter Or roof truss to plate or on opposite side of each ratter or , 2-8d common(2'/"x 0.13 or � d•. For Sl:I inch=25.4 min. 18 1'brace to each stud and plate 2 Face nail "x O 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES. a,Las screws or bolts shall he siaegewd from the top in the bottom along(he horizon(al run of the deck ledger in accordance with Figure R507.9.13(1). 4-1 Od box(3"x O.12R"};Or truss' 2-1 Od box(3"x 0.128');or 4-3 0.131 nails L.r_ h.Maximum 5 inches. 4-3"x 0.131"nails � '� � � � 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED c.Fo[engi ee(ed rim joists,the manufacturer's recommendations shall govern. 2 Staples 1"/a 2-1 Od box(3"x 0.128")I OC 2-8d COInmOtt _ 4-16d 3/ 0.135' or , 29 Bridging or blocking to joist , „ „ Each end,toe nail H- "x ); (21z x 0.131 ,Or 2-3 x 0.131 f nails Q HURRICANE TYPE CONNECTORS BY 'SIMPSON OR APPROVED EQUAL FOR TIMBER PILE d.The minimum distance from bottom row of lag screws or bolts to the rep edge of the ledger shall be in accordance with Fieure RS07.9.1.3(1). ( z 3 8d box(2/z' x 0.113`)•Or O __J FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER 3-10d common(3"x 0.14R'�;or Toe nail " 2-8d common(2'/z"x 0.13 or SPACING OF FASTENERS U O M CONNECTIONS. 4-1 Od box(3'x 0.128');or 19 1 x 6"sheathing to each bearing Face nail DESCRIPTION NUMBER AND ��� CD Z c.0 2-1 Od box(3' x 0.12R),or ITEM Intermediate 7 KOOf rafters t0 ridge,valley or hip rafters Or roof rafter 4-3"x 0.131"nails 2 staples,I"crown,16 ga., 1'/a"long OF BUILDING ELEMENTS TYPE OF FASTENER" Edges o0 (inches)" supports,,* 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN to rninimum 2"ridge beam 3-16d box 3'iz"x 0.135);or , (Inches) TJI-SERIES WOOD-1-BEAMS AND L%1- PRODUCTS OR EQUAL ALL AS PER MANUFACTURERS STAGGER FASTENERS 3-8d box(2'/. x 0.113'),or Wood structural panels,subfloor,roof and Interior wall sheathingto framingand particleboard wall sheathingto framingQ RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING z IN 2 ROWS 2-]6d cotnrnon(3'r"x 0.162'�;or 3-8d common 2'/,"x 0.131' ;or = LLJ End nail ( � [see Table R602.3(3)for wood structural panel exterior wal I sheathing to wall framing] POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 3-1Odbox(3"x 0.1281;or 3-IOil box(3"x 0.128');or Q PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER 3-3"x 0.131"nails „ s „ 6d common(2' x 0.113 nail(subfloor,wall} ( , MANUFACTURERS RECOMMENDATIONS. ® ® ® 5.5"MIN.FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 3 staples,1 Crown,16 ga,,I /4 long 30 3/ "-'/," Rd common(2'?,"x 0.131'�nail(roof);or RSRS- 6 12' �J 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4 5"IF LAG SCREWS Wall n n 8 ' 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS 20 1 x R and wider sheathing to each bearing Wider than I"x 8" Face nail 01 (21/a"x 0.113")nail(roofy 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO HAVE 2 ROWS OF 1/2"0 ® ® ® ® REDUCED TO THAT OF LAG SCREWS 16d common(3'/,11 x 0.162') 24"o,c.face nail 4-Rd box(2'/z"x 0.113' TO ATTACH 2 �+°r 8d common nail 2'i"x 0.131" or RSRS-01• ' GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2- BAND JOISTS. 8 LEDGERS TO 2 X 8 R Stud to stud(not at braced wall panels) l Od box 3"x U,128'r or 3-8d common 2'?,"x 0.131' or 31 19rsz'-]" ( z )' 6 12f WIDE OR LESS TO HAVE 3 ROWS Of-- 16D COMMON GALV. NAILS ® 12" O.C. 2"MIN. ( ) LEDGER LAG SCREW OR BOLT 314"MIN. 3"x 0.131"nails 16"o.c.face nail 3-1Od box 0"x 0.128`�;or (2'/K x 0.1]3 )nail(goofy 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2"0 GALVANIZED CARRIAGE 4 staples, 1"crown,16 ga.; W,"long 32 ,1? , / I Od Common(3"x 0.149')nail;or 6 12 BOLTS ® 16" O.C. 16d box(3?z"x p,]35");or a 4 2'•" Stud to stud and abutting studs at intersecting wall confers n 12"o.c.face nail 8d(..1z x 0.131 )deformed nail For St:linch=25.4rem. 9 1a g 3 x 0.131"nails Floor 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS ® FIGURE R507.9.1.3(1) (at braced wall panels) 11 ,r„ Other wall sheathing" HEADERS SHALL BE 2-2x4 OR 2-2x6. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 16d common(3,z x 0.162'� 16"o.c.face Wait 4-8d box m n x 0.113 or , 3-8d common(2'?Z"x 0.131'?;or '/7"structural cellulosic fiberboard 1 /, galvanized roofing nail,7?,fi'head 7 e �„ t „ 16d common(3'/z"x 0.162'1 16"o.c.each edge face nail 21 Joist to sill,top plate or girder , x Toe nail 33 diameter,or 1 r,"long 16 ga.staple with !16"or 3 6 ' 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL 10 Built-up header(2 to header with /z spacer) 3-3Od box(3 ' 0.128");or sheathing 1"crown 16d box(3'/z"x 0.135') 12"o.c.each edge face nail 3-3"x 0.131"nails 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE "CATS" O MID-SPAN. ,. „ z`i,"structural cellulosic 1'1 " galvanized roofing nail ",6" diameter, ' 5-8d box(2/2 x 0.113�;or 8d box(2'/_"x 0.113'� 4"o.c.toe nail 34 '- a b g3 6 11 Continuous header to stud 4-8d common(2'/,"x 0.13 V);or Toe nail Kim oist,band joist or blockin to silt or to 1 r p , . fiberboard sheathing or l'iz"long 16 ga.staple with"/,,11 or t"crown 4-1 Od box(3"x 0.128'� 22 ]ate roof applications, stor bl also g p 8d common(,.rz x 0.131 ),or 1 a 1'/z"galvanized roofing nail;staple galvanized, P ( ) 10d box(3 x 0.128");or 6 o.c.toe nail 35 ?; gypsum sheathing ]:/z"long; 1'/4"screws,Type W or S 7 7 16d Common(3'/z"x 0.162'� 16"o.c.face nail 3"x 0.131"nails p P p p 1 Od box 3" 0.12R or ( 51 I'J" galvanized roofing nail;staple galvanized, 12 To late to to late ( x `�; 3-Rd box 2/, x 0.1 13' ;or 3fi ,g gypsum sheathing`' ,a b" b P b 7 7 SHEAR WALL SEGMENT DETAILS: 3"x0.131"nails 12"o.c.facenail c , „ ?R"long; l`/s"screws,Type WorS 2-8d common(Z/ x 0.131');or 23 1"x 6"subtoor or less to each joist z Face nail Wood structural panels,combination subfloor underlayment to framing R-16d common(3'/z"x 0.162'�;or 3-lOd box(3' x 0.128�;or Face nail on each side of end joint 12-16d box(3'?z"x 0.135");or 2 staples,1"crown,16 ga., ]�?4"long �, „ 6d defOnned(2"x 0.120"}nail;or 13 Double to late splice minimum 24"la splice length 37 ,4 and less 6 ]2 RATIO LIMITS = H /L < 3,/2 RATIO LIMITS H / L < 3,/2 P P P 12-1 Od box(3"x 0.128'�;or ( p p g Rd common(2'/,11x 0.131'�nail L = (SEE PLAN) L = (SEE PLAN) 12-3"x 0,131"nails each side of end joint) (coniintied) 8d common(2'/,"x 0.131 )nail;or WOOD FRAMED WOOD FRAMED 3R 7/s"-1" ' „x , 6 12 PLYWOOD LEG�ITH PLYWOOD LEGNTH WALL ASSEMBLY Rd deformed(2•/z 0.120�nail WALL ASSEMBLY (continued) 39 1'/s"_]'?4" iOd Common(3�"x 0.14R")nail;or 6 12 8d deformed(2!�"x 0.120`�nail For St: 1 inch=25.4 mm,I foot=304.8 mm,I mile per hour=0.447 rags;I ksi=6.895;VI Pa. DOUBLE TOP DOUBLE TOP (eontintiert) PLATE PLATE ENERGY NOTES: Ex TYP. 2 x 6 D.F. STUDS O 16" O.C. TYP. 2 x 6 D.F. STUDS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE E/z 5/8" CDX PLYWOOD O 16" O.C. AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE /� SHEATHING (WOOD STRUCTURAL o ENERGY EFFICIENCY REQUIRED BY THIS CODE. AIR BARRIER & INSULATION INSTALLATION 00 PANEL) I = "CATS" AT MID-SPAN / w SOLID BLOCKING O SEAMS 2. AMC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION = II Q FLOOR & ROOF DIAPHRAGM ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 II a = 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE = 3 rx "CATS- AT MID-SPAN / BRACING DETAIL: CRITERIA USTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SOLID BLOCKING O SEAMS COMPONENTS AND VERIFY COMPLIANCE. 0 8d COMMON NAILS O 4" O.C. EDGE A CONTINUOUS AIR BARRIER SHALL BE Bd COMMON NAILS O 4" O.C. EDGE o AND 12" O.C. FIELD MIN. 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 O 3" OR GREATER IN INSTALLED IN THE BUILDING ENVELOPE. 3 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE AND 12" O.C. FIELD MIN. r DIAMETER, AND R-6 ® DUCTS LESS THAN 3- IN DIAMETER. GENERAL CONTINUOUS AIR BARRIER. USED AS A SEAUNG MATERIAL BOTTOM REQUIREMENTS a- PLATE BREAKS OR JOINTS IN THE AIR BARRIER SHALL X RIDGE 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BE SEALED. BOTTOM 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. E TH AIR BARRIER IN ANY DROPPED PLATE OVER CEILING/SOFFIT SHALL BE ALIGNED MATH THE SILL PLATE a- - - BOX BM. / RIM JST. INSULA1ON AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED RNER BLOCKING 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. CO G ATTIC SHAM B CEILINE EALED. w CORNER - 2 BAYS BACK / CEILING/SOFFIT SHALL BE ALIGNED WI1H THE O ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. CORNER ��qq P.C. FOUNDATION WALL LOCATION 0 48" O.C. Q 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED ATTIC SPACES Li HOLDOWN bl w 5/8" CDX PLYWOOD SHALL BE SEALED. (R-18) STRAP TIEw SHEATHING (WOOD STRUCTURAL R-3 MINIMUM. LOCATION L STORY 01 PANEL) ATTIC 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME w 10. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FiLLING "CATS" AT MID-SPAN THIRD PARTY HERS RATER. PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL Q NIIIEL / THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED SOLID BLOCKING O SEAMS WALLS TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP Al 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN W Q LO PLATE OR ADAQUATELY BLOCKED AT JOINTS. (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT 2. HOLDOWNS REQUIRED AT ALL CORNERS OF STRUCTURE, SEE 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH THE AIR BARRIER. U LL I DETAILS ON PLANS. 12=1 I CEILING MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO z 3. REFER TO THE NAILING AND STRAPPING DETAILS FORA CONTINUOUS LOAD PATH. JOISTS SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS w VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY AND FRAMING, AND SKYLIGHTS AND FRAMING 2 - STORY THE OWNER OR BUILDING DEPT. DOORS SHALL BE SEALED. Q RIM JOISTS RIM JOISTS SHALL INCLUDE E AIR BARRIER. RIM JOISTS SHALL BE INSULATED.FIRST / SECOND FLOOR 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED R-18) V) I- z PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. LL� 0/ FLOOR FRAMING CAVITY INSULATION SHALL BE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH 0 ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR FLOORS (INCLUDING ABOVE BE IN CONTACT WITH THE TOP SIDE OF SHEATHING THE AIR BARRIER SHALL BE INSTALLED AT ANY FRAMING CAVITY INSULATION SHALL BE PERMITTED TO , Z 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE GARAGE AND CANTILEVERED EXPOSED EDGE OF INSULATION. }' BLOCKING R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALUNG INTERIOR FLOORS) OR CO UNDERSIDE OFME OF INSULATION INSTALLED ON THE W FLOOR FRAMING AND EXTENDS FROM 0 In - 2 BAYS BACK GYPSUM WALL BOARD. THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR VJL 0 48" O.C. FRAMING MEMBERS. 0 L►/�J 0 (_0 0 EXCEPTION: EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING THERMAL f MOISTURE PROTECTION NOTES: DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE IS NOT REQUIRED. SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPUANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. 2 x 10 R.R.'S MANUFACTURED THIN-PROFILE AT11C VENTILATION 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARAl10N AIR SEALING SHALL BE PROVIDED BETWEEN THE 0 16" O.C. BAFFLE ® EACH RAFTER BAY (FULL WIDTH) TO GARAGE AND CONDITIONED SPACES. PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE TIP, TYPICAL SPRAY INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL INSULATION VALUES: CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. RECESSED LIGHTING SEALETHE D OINTHEHFNSHED SURFACE.MAL ENVELOPE BE AND ITC RATEDNG . ENVELOPE SHALL BE AIR TIGHT CDX PLYDOOD SHEATHING 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF OPEN CELL SPRAY FOAM = R-3.5 / 1" BUILDING PAPER. BATT INSULATION SHALL BE CUT NEATLY TO FIT (< rV CLOSED CELL SPRAY FOAM = R-7.5 / 1" AROUND WRING N THAT ON PLUMBING IN EXTERIOR ION READIWYLLS, 0)�Q / „� v� 3" MIN. CLOSED 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING R CONFORMS TO AVAILABLE SPACE SHALL EXTEND Q Q CELL SPRAY FOAM USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEHIND PIPING AND WIRING. Q INSULATION (R-7 / 1") (n „ 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR x 3 = R-21 CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS \ AT TOP OF PLATE PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. _ OR TUB. \ 8. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526. 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q \ SOLID BLOCKING 1/2" SHEETROCK 2 x 4 INTERIOR WALL HOT-DIP GALVANIZED, MILL PHOSPAHTIZED. THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL/PHONE R WALLS BOX ON ELECTRICAL R COMMUNICATION BOXES R BETWEEN ROOF 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTiTIOUS MATERIALS OR DISSIMILAR EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. Li II III RAFTERS TYP. 2 x 8 BACKING STUD TO METAL. HVAC REGISTER BOOTS THAT PENETRATE PROVIDE NAILING AND 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED C.J.'S SPACE FOR INSULATION OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL „ ° „ R-21 HIGH-DENSITY p� ® 16 O.C. FIBERGLASS INSULATION 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORMA [1J BATT 0 WALL CAVITY WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET ZO JOINTS. F�l 17 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. Z ABOVE AND BELOW ALL TRIM. Z_ W R-30 FIBERGLASS LILI ----------------------------- l C14 o - 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT ~ "J INSULATION BATT I 04 THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING < O U I AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE ty z 0 In �. EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 1/2" SHEETROCK VENTED SOFFIT TYP. R-21 HIGH-DENSITY CAULK, ADHESIVE OR 2 x 6 WALL STUDS O.C.FIBERGLASS YP ' ` `�' 2- 2 7 BATT 0 WALL ® 16 CAVITY INSULATION SEALANT 0 ALL JOINTS AT " • . INSULATION & VENTILATION NOTES: f C � '1 EXTERIOR WALL PLATES & URAWN BY SHEATHING TYP. 1/2" CDX PLYDOOD SHEATHING 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF is V� ^n I •,/ �� ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. P A C 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED a;,S T< COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. C \ �_ .-{ :- _ INSULATED C E L I N G C A VI TY DETAIL E X TE R I 0 R INSULATED PERPENDICULAR 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED ram? l 1 DATE WINDOW AND DOOR USE. (�� �G ,.,N� WALL INTERSECTION DETAIL 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. N 11 2 2 /9/ 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED AIRFLOW TO RIDGE VENT. SHEET# 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT,. 7. ATTIC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. FOR BIDS 5/24/23 PAC 9 10 FOR H.E.R.S. 4/3/23 PAC 10 EMAIL: ICE SHIELD info@cgarten.com FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE \� BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE BY OF BUILDING (SEE R905.2.7) 1 � � I SINGLE PORTAL SYSTEM I OTHERS SEE PLAN FOR BATT INSULATION R-VALUE \ DOUBLE PORTAL SYSTEM ROOFING AS NOTED 15# BUILDING FELT HEADER SIZE SHOULD BE WALL SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. /-- ��� I I THICKNESS X 12 MIN. DEPTH SIMPSON CS20 EACH RAFTER HEADER SIZE SHOULD BE WALL 1\ LSTA24 STRAP(MIN) \ THICKNESS X 12" MIN. DEPTH \ CONNECTOR WITH 4 8D 1 ' AT BEAM TO POST / z I— COMMON NAILS \LS\I 18T10d NAILS I (SEE WFCM TABLE A-3.4 8' MIN. 16'4" MAX I 8' MIN. 16'4" MAX `I U 1/2" PLYWOOD SHEATHING Q r- (3)-LTP4 AT SUPPORT POST TO I CD W ONTINUOUS VENTED SOFFIT STRONG-WALL POST I \ o \ 1 0 z 00 2"x6" DOUBLE TOP PLATE �� 1 ` j � — w � /� HEADER SUPPORT POST — ' / , \/TII = = Y 0- 1 x 6 FASCIA BY OTHERS I fI. = �WB PROOF FASTENING ZONES FOR WIND UPLIFT f" �� ��/,: o u Q 0- SIDING PER OWNER // COLUMN BASE ss �s -„ 0 F— CD 2: o 00 VARRIES 15# BUILDING FELT OR "TYVEK" HOUSE WRAP ,\� BY OTHERS - - - v) n-, � _ ss is ss 1/2" PLYWOOD SHEATHING r w 13 ROOF SHEATHING FASTENING SCHEDULE v REGION NAILS PANEL ROOF FASTENING ZONE LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) ( 1 21 SINGLE AND DOUBLE PORTAL ASSEMBLY � / = UPLIFT COMMON PANEL FIELD 6 6 6(b) SCALE: 1" 1'-0" (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING —2"x6" WOOD STUDS ® 16" O.C. AT GABLE END WALLS R-19 BATT INSULATION. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 ° o o ° o 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 SEE AIR SEAL DETAILS FOR ADDITIONAL NOTES AT GABLE END WALLS ° 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 ° 0 0 0 0 0 0 o 0 0 0 0 D ° 00 ° CONTINUOUS 2"x6" SILL PLATE ° ° ° ° ° ° ° 0 0 LTS12— ° ° ° ° 3 O O O O O O O O O O O O O O 12-10d NAILS ° 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 LSTA21 ° E 16-10d NAILS 0 0 0 0 0 0 C 0 0 0 0 0 0 B 0 0 0 0 1 1 VOOF SHINGLE NAILING PATTERN F ° 0 5 6 / FOR HIGH WIND '�z.. ° o 0 0 0 0 0 0 1. (6 NAILS PER SHINGLE 2. (1�NAIL ON EACH END 1" IN FROM THE EDGE �— W & (1) ON EACH SIDE OF THE CUTOUT H4 \WALL SHEATHING NAILING PATTERN > 4-8d LJry NAIL / SIMPSON STRONG TIE HTT22 & LSTA 21 1. SHEATHING TO BE INSTALLED WITH 6d NAILS W Q L0 • s LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS U 0) NAILING & STRAPPING AT 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES Z (W SILL SEALER AND TERMITE SHEILD 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD W `- 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS . • •• o = BASEMENT MAX. 3'-0" O.C. . (SEE WFCM TABLE 3.2B & 3.2C) NAILING SCHEDULE 'B' • f•, •• wrz a EXTEND BOLTS MIN. 7 INTO FDN "•: = ;• r 0 WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION SEE DETAIL #6 f- TO EACH BOLT ROUGH A B C D E F PAGE D-1 � Z z ', VAPOR BARRIER OPENING •• In — 2'-0" 2 (1) 2X4 1 1 1 1 ••• TABLE A- 3. 6 O In � 8" POURED CONCRETE '• FOUNDATION WALL ON 10" x 20" 4'-0" 4 (1) 2X4 2 2 2 2 ' • •� •'•. ••• U C� O POURED CONCRETE FOOTING ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 130(MPH) 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 CONTINUOUS 2"x4" KEYWAY 8'-0*' 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' - 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13V E A D E R ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) SIMPSON STRONG TIE HTT22 & LSTA 21 d 12'-0" 12 (2) 2X6 5 5 5 5 - d 4 0 A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ROOF RAFTER TO RIDGE WITH (4) 8D T1�1'1� WALL S E C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO COMMON NAILS Q END OF HEADER AT EACH SIDE U " SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) EACH SIDE OF STRAP F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO (SEE WFCM TABLE A-3.6) END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE 1 =1 HD Q INSTALL WASHER --- HERE, TYPICAL I W STUDS i Use every other nail hole CUT in a row to provide the LENGTH Lv II code—required minimum „ Z II FLOOR p� center—to—center END 12 MIN. TYP. O JOIST TI 2Von Strong—Tie spacing for nails LENGTH O (n z 7z LiJw I� FLOOR JOISTS BRACING 00 < 0 SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED � r,'; �'"'" 4 SIMPSON STRONG-TIE TB27 (3) 8D COMMON NAILS CLEAR UNDER MUD SILL TYPICAL AT EACH STUD. ALL STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE .\ ® EACH SIDE OF STRAP SPAN FASTEN © EACH END OF STUD W/ 3 8-D NAILS THREADED = NSTALL �" '''*,, ° �., PER W.F.C.M. TABLE A-3.4 AS PER W.F.C.M. TABLE A--3.4 ROD HD = WASHERS -- :r 1,: . 22- 27 FLOOR 'ALL L ASSEMBLY TO FOUNDATION Simpson Strong—Tie `°�` TM STORY TO STORY HD2 �° i C� r,r;; y, Simpson Strong-Tie •• END / 6 STHDI4RJ 12" MIN. TYP. �> `< HOLD DOWN ANCHORS Rln Joist InstnU0tl0n Provide minimume LENGTH DRAWN BY end distance 4 C n (�, Equal number of , ` PAC SIMPSON STRONG—TIE HD CORNER HOLD D OWN ANCHORS specified nailsJ"� Strong—Tie 6 in each end CS Coiled Strap SIMPSON STRONG—TIE DATE 11 9 22 3 STUD TO STUD CONNECTION SHEET# SIMPSON STRONG—TIE CS FOR BIDS 5/24/23 PAC 10 1� FOR H.E.R.S. 4/3/23 PAC 10 -JS--C - '!';' 4 LFJ - - - a ..j CLIMATIC �c GEOGRAPHIC DESIGN CRITERIA: 11 EMAIL: --,-- GENERAL NOTE.& s -3/ � infoc orten.00m ..:"F ' ,_.,, ..g WIND DESIGN h `. ',• -I k-, �'` SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD MEAN '• '�,'_;�„' !� GROUND IR FREEZIN CLIMATE 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 ' SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOODf I ANNUAL t,`,I;j } SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE RESIDENTIAL CODE OF NEW YORK STATE. v 1- PROJECT: NEW 2-STORY RESIDENCE MODERATE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION 20 P.S.F. 140 NO NO YES B SEVERE 36' TO HEAVY 11' YES N A 510 51' 4A APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. .." I �p 4^ MANUAL J DESIGV CRITERIA MA 3 1 - NAME: C O DY RESIDENCE WINTER SUMMER INDOOR DESIGN HEATING 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION 4 ELEVATION LATITUDE ALTITUDE CORRECTION FACTOR DESIGN OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE , ,• 4 ADDRESS: 655 NORTH SEA DRIVE 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. :4 ``"-;� :+';; 25.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F .., COOLING WIND WIND COINCIDENT WET WINTER SUMMER 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, '_,!. ` ,' ORIENT, N .Y. 11957 TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB DAILY RANGE HUMIDITY HUMIDITY COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME HEATING COOLING PRIOR TO COMMENCING MATH WORK. 11' F 1 15 MPH 1 7.5 MPH 1 72' F IMEDIUM (M) 1 40% 1 32 GR 0 507. RH 1 6. U.L APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE W I- INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE RESIDENTIAL CODE OF N.Y.S. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH � U to CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. Q I,- ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A CONCRETE WALLS IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH W A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS 8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS / r� 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MNIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON AT ALL TIMES. v 6 � O FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN F-- o z 00 CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR J F-. Ln ENGINEERS" AND ARE AS FOLLOWS: AND EACH PANE IN MULTIPLE GLAZING. M2) OF UNDER-FLOOR SPACE AREA, R408.2 OPENINGS FOR UNDER-FLOOR SECTION R608.5.2.2 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF FIRST FLOOR 40 LBS. LL., + 10 LBS. DL. = 50 LBS / S.F. TOTAL LOAD SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. L1J - E: Of I 0 EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, � O � SECOND FLOOR 30 LBS. LL, + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = Y In Lo ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. THOSE STANDARDS. _ � _ r- ATTIC (UNINHABLE) 20 LBS. LL., + 10 LBS. DL. = 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER UNDER-FLOOR AREA. FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND [L Q � ROOF 45 LBS. LL., + 20 LBS. DL. = 65 LBS S.F. TOTAL LOAD LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE J Of / WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL THE FOLLOWING: LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED 0 U O n STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. PROMPTLY TO THE ARCHITECT. I•- O z co CHAPTER 3-BUILDING PLANNING R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS 00 FROM A BATTERY. BY 24 INCHES 457 MM BY 610 MM . OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH � � Cfl - EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN R608.9(1) THROUGH R608.9(4). MAY BE REQUIRED. � Q CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. CHAPTER 5 - FLOORS 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., = Q W ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS U LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS R502.1.IE PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED AS REQUIRED BY SECTION R317.2 ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF APPROVAL. R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS R502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9 9 AND R608.9(10). CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN ( ) AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS DETERMINED FROM FIGURE R301.2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION 11EAT-RESISTANT ADHESIVE'OR 11RA'INCLUDED IN ITS GRADE MARK. WELL AS PERMANENT CONSTRUCTION. R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES 305 MM TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR CHAPTER 7 WALL COVERING 16. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED, AS WELL ( ) PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE ADDRESSED AND RESOLVED. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1 1 REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES 203 MM FROM THE EXPOSED GROUND. AND IDENTIFIED AS REQUIRED IN ANSI A190.1, ANSI 117 AND ASTM D3737. ( )' 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE ( ) TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, RESPONSIBILITY AND LIABILITY ARISING THEREFROM. IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. NOMINAL DEPTH OF THE WOOD FLOOR JOIST. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO 0 R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY ( R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO R502.8 CUTTING, DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET 0.530 SECTION. M2). DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2 1 , PROTECTION SHALL BE NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS ( ) FIGURE R502.8. INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED CONFORM TO ASTM C6464. ARE TO PROVIDE SAMPLES FOR APPROVAL NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. " ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. 20. MANNER ON To REMOVE ALL DEBRIS CREATED ND THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8 THICK, MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 21. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE 332. FLOORS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN SOILS, SEE SECTION R403.1.8). AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTINGSTRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALLLTAK TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. R507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALT COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-O" O.C. ALONG RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, WALL SPACES AND NOT MORE MORE THAN 6'-O" FROM THE CORNER OF A WALL OPENING. IN ADDITION, ANY R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE 6, 7, 8 AND MARINE 4. ISOLATED WALL THAT IS 2'-O" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH KNO EDG 0 C GR A E N AT RE UIRED FOR THE NORMAL OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND S-O" MIN. BELOW FINISHED GRADE. USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL (12.7 MM) GYPSUM BOARD. WL E R FOR E E T R THA TH Q 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. OPERATION OF THE ESCAPE AND RESCUE OPENING. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST BE OBTAINED AFTER COMPLETION. CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, AND HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND R703.3.1.1, SECTION R703.3.1.2 OR THE MANUFACTURERS INSTALLATION EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION. INSTRUCTIONS. 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. BASEMENT. PERCENT OF MAXIMUM DENSITY. SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN EXCEPTIONS: . Co�r3iuous�ouNDATIONs SH ANCHORAGE. BE ANCHORED TO THE FOUNDAOD SILL PLATES AND TION IN ACCORDANCE WIWALLS SUPPORTED TH THIS RECTLY ON BE WATER INTO NTO THE WALL CAVITY OR PENETRATION OF WATERLIED SHINGLE-FASHION IN A MANNER TO PREVENT ETOR�OF DESIGN CRITERIA: ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. R507.5 DECK BEAMS. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 LLI CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE _ R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED RESCUE OPENING. I STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FASTENED WITH TWO ROWS OF 10D (3-INCH OE 0.128-INCH) FOLLOWING LOCATIONS: LIVE LOADS: CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2• AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW NAILS MINIMUM AT 16 INCHES (406 MM) ON CENTER ALONG EACH EDGE. BEAMS EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS) � DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR ry SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL FALL NOT FEWER THAN 6 INCHES(152 MM) WITHIN THE FIRST 10 FEET(3048 MM). SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE � TALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH 1. EXTERIOR BALCONIES = 60 P.S.F. LJ I Ln 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. ALLOWABLE BEAM SPAN. SECTION 703.2 FOR SUBSEQUENT DRAINAGE. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). R403/FOOTINGS AND SECTION R4a4/FOUNDATION WALLS. 2. DECKS = 4o P.S.F. U Q 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED 8. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 3. ATTICS WITHOUT STORAGE = 10 P.S.F. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, CHAPTER 8 ROOF-CEILING CONSTRUCTION z Li N- OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE 2-INCH BY 8-INCH (51 MM BY 203 MM) NOMINAL, 4. ATTICS WITH STORAGE = 20 P.S.F. (n FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES W � 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 5. SLEEPING ROOMS = 30 P.S.F. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. n = }- AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR L OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP of THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 7. STAIRS LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF - 40 P.S.F. M I-- z COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT BODY THAT COMPLIES WITH DOC PS 20. 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. Li El� ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A ll� 0 F-- 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL MINIMUM 2-INCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS R401.4.1 GEOIECHNICAL EVALUATION. IN LIEU OF A COMPLETE LUMBER OR A MINIMUM 1-INCH BY 91 2-INCH 25 MM of 241 MM DIMENSIONAL, 6. FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND DEAD LOADS: z DWELLING UNIT SEPARATION. PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL / ( ) NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR BE ASSUMED. DOUGLAS FIR OR,BETTER, LAMINATED VENEER LUMBER. c) Ln - R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. CHAPTER 6 - WALL CONSTRUCTION R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT 1A. TYP. WOOD SHINGLE ROOF = 15 P.S.F. 0 If) ry REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2.'CONCRETE SUBJECT TO LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN (U CO 0 PROVIDED WITH A 1/2-INCH 12.7 MM GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2 1 SHALL BE DEPTH THAN THE CUT END OF THE RAFTER. 2• TYP. HARDWOOD FLOOR = 14 P.S.F. W/ 1/2" GYP. BD. 16 P.S.F. / ( ) / ( ) [NY] R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. OF THE FLOOR FRAMING MEMBER. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 4. TYP. CEILING = 12 P.S.F. EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 5. M. EXT. BALCONY = 17 P.S.F. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE 6. TYP. DECK = 11 P.S.F. BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED R602.3(1). 7. TYP. INTERIOR WALL = 10 P.S.F. DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN B. TYP. EXTERIOR WALL = 15 P.S.F. FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE R602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1(2) BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG ALLOWABLE DEFLECTION OF FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE 320. R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A STRUCTURAL MEMBERS DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL AS PER 2020 N.Y.S.R.C. TABLE R-301.7 EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI). R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE) HAVING A MINIMUM CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY STRUCTURAL MEMBER ALLOWABLE STRENGTH OF 3000 PSI AT 28 DAYS. DEFLECTION REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3 1 AND 3-INCH (25 MM BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. ( ) 3. REINFORCING BARS SHALL CONFORM 0 THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE ( ) ( ) OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 2438 MM . RAFTERS HAVING SLOPES GREATER THAN L/180 THAN 3 FEET 914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3 2 , OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF ( ) 3/12 WITH NO FINISHED CEILING 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES ATTACHED TO RAFTERS IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED R8o7.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS INTERIOR WALLS AND PARTITIONS H 180 HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER FLOORS AND PLASTERED CEILINGS L/360 R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET 2.8 M2 ALL OTHER STRUCTURAL MEMBERS L/240 BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND ( ) EXTERIOR WALLS WITH PLASTER OR STUCCO L/360 R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311 2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE FINISH / ( ) IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION FINISHES FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. R703. EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/120 ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN A ND SE DANCE WITH UL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FINISHES I- LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND LLB 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. 6" ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE DIAMETER wt- Z [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A V) DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS Oz PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. CD TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND z_ LLJ UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 w LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON REFLECTIVE "V" - TYPE 5 ; -I Q AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER WHITE CONSTRUCTION Q I- [NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED CLASSIFICATION 0 U EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR o F- M OR MORE RISERS. EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS REFLECTIVE EO ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION R602.7(2). g "FR" - FLOOR AND ROOF A - h' SHALL EXTEND NOT LESS THAN 7 INCHES 178 MM INTO CONCRETE OR GROUTED RED �' FRAMING MEMBERS �� t' ��.1•. EXCEPTIONS: SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE ( ) R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL PANTONE #187 � 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE ,FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE s � �� MANUFACTURERS INSTRUCTIONS. C� Q` 1 � -k CONTROL OF LIGHTING IS PROVIDED. EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR ,,, w z i,( 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACEDL o te�ar" I, 2 2- 2 7 R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1/2" POWER IN ACCORDANCE WITH SECTION E3401.2.1. 1. IN EACH SLEEPING ROOM. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR STROKE * ,'t� ; A I 1. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE CONCRETE FACING BRICK. R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT SECTION.3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND TRUSS SIGN DETAIL: R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT �'^ Np.1 8488 ,O LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED '�F P A C EXCEPTION: KITCHENS. R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT TO A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES OF tl ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PICA 100 OR ACI 318. R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN 2134 MM IN ANY HORIZONTAL DIMENSION ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PICA 42 INCHES NOR MORE THAN 6I INCHES ABOVE THE ADJOINING WALKING ( ) ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT DATE EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO MAY BE A PERMANENT NON-FADING STICKER OR DECAL SIGNS NOT DIRECTLY 11 9 2 2 R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, / / DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS WEATHER RESISTANT MATERIAL. CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS EQUAL T FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. AS PER OWNER 5/14/24 PAC SHEET# R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION Q FOR BIDS 5/24/23 PAC IBASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). FOR H.E.R.S. 4/3/23 PAC EMAIL: info@cgorten.com 1 x4 OVER 1 x8 RAKE BD. ® GABLE ENDS TYP. STANDING SEAM ALUMINUM ROOF 1 x 4 FRIEZE BD. PANELS 12 12 14 14 BOT. OF HDR.'S ® GABLE WINDOWS LZL_I C12 C12 0 i ry U TOP OF PLT. _ - TOP OF PLT. LJ Q }- 0)CD BOT. OF HDR.'S ~ 0 Z 00 TOP OF PLT. ® FRONT GABLES LJ__I — W 0' O "t LJ pa CX135-3 CX135-3 \_ 1 � 1 CX14-3 CX14-3 N 1 0 O U J O M ao a � I ao a I— o z cfl n V) .� 12 — U) 7 ry Q W TOP OF SUB-FL _ - y TOP OF SUB-FL. U - _ TOP OF PLT. TOP OF PLT. ® 1'-0" GARAGE WALLS FLYING GABLE - BOT. OF HDR.'S BOT. OF HDR.'S ® GARAGE 1 x 6 FASCIA BD. a WINDOWS - - OVER 2 x 4 SUB-FASCIA TYP. 0 0 / - CW13 \ O au) ui 0 0 5 4 x 4 CASING CX14-3 / / CX14-3 - a / /� /� 1 x 4 FRIEZE BD. '0) a a. AROUND DOORS -+ 60�0 OO DBL. 1.L TYP. N I & WINDOWS W/ Cx24 CX24 i� CROWN JLla TOP OF SUB-FL. TOP OF SUB-FL. - - TOP OF WALL TOP OF WALL 2816 TYP. I I TYP. CULTURE I I I I I I L�=JJ I 1 SIDING HORIZONTAL STONE I I Y WALL I NEER I 0 ENTRY I I I I I I I 1 1 1 I NOTE: I I I aaTOP OF I 6LLE T. SCONCES �FI0 LLJ 0 . - - - - - - - - - - - - - - - - - - - - - - 8A.FF MIN TO GF OUTLET 0 I 0 0ccn Ia G r 1- LIGHTING OUTLET FRONT & REAR 0 ® GARAE '1 a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REQ'D 0 EA. EGRESS GRADE ACCESS a) 0 DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. I I I I I I L _1II I I I I I I E-3903.3 E-3901.7 II TYPICAL - - - � I ILI- - - - - - - - - - - - - - - - - - FJ � - - - - - LL IJ IJ ( TYPICAL STANDING SEAM ROOFING: STEP FOOTING I 1 MAX. I L _ _ - .� T -1" I- - - - - - T- T - - - - - - - - - - - - - - - - - NEW ATAS ALUMINUM STANDING SEAM MAX 1 - -r - - - - - - - - - - - - - - -I— ter 1 - - - - - -1 - -1- - - - - - 1- I- � -1 — — — — — — — — — — — — — — 1- - I - - - - - - �- - �- - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - --- - - - - - .-t-- - - - - - - TOP OF FTC. 0 PANELS OR APPROVED EQUAL COLOR: GRAY OR AS SELECTED BY OWNER TOP OF FTG.- I � - - - - - - - - - - - - - - - - - - - � - � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - -1- - J- - - - - - -- - - - - - - - - - 1- - 1 - - - - - - - - - - - - - - 1 - -Li- - - - - - - - - TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING FRONT ELEVATION SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=1'-0" (NORTH) L,J TYPICAL HORIZONTAL SIDING: HORIZONTAL SIDING W/ 5" EXPOSURE. WINDOWS & DOORS. U.L. RATED FLUE PIPE FROM GAS COLOR: AS SELECTED BY OWNER W/ o MATCHING CORNERS AND WHITE SOFFITS, THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FIRE PLACE - N FASCIA, TRIM, & ACCESSORIES w � THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE CODE. THE 2020 RESIDENTIAL CODE OF N.Y.S. 1, WINDOWS WILL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AS SHOWN WITH HIGH TYP. CULTURE _ W PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 (.32 MAX.) / SHGC OF 0.29 STONE VENEER _ _ TYPICAL STONE VENEER: LLI AND A PERFORMANCE RATING OF DP 30 MIN. ® CHIMNEY CULTURED STONE VENEER MANUFACTURED - INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE -` -- � 12 BY BORAL - COBBLEFIELD W/ TRIM OR 2, ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 1 x 4 OVER 1 x 8 EQUAL OVER ICE SHEILD FLASHING AS z COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. RAKE BD. TYP. 12 SELECTED BY OWNER. TO BE INSTALLED L i 0:� 3. PATIO DOORS WILL BE ANDERSEN 400 SERIES FRENCHWOOD INSWING & GLIDING DOORS _ O AS PER MANUFACTURERS SPECIFICATIONS. Q PERFORMANCEWITH HIGH SH C OF 0 21AND 0 2 AND A PERFORMAN E RATING OF DP (.32 MAX.) DP 30 MIN. / —12 INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE 4 TYPICAL EXTERIOR TRIM: C) � W ALL EXPOSED TRIM TO BE AZEK OR 0 Ln ct� VERSATEX, PAINTED WHITE 0 Q0 O TOP OF PLT. HANDRAIL NOTE: 1'-0" ALL HANDRAILS & GUARDRAILS SHALL O.H. COMPLY W/ N.Y.S.R,C. R-311 & R-312 BOT. OF HDR.'S TYP. ASPHALT ROOFING Li SHINGLES STANDING SEAM = a ALUMINUM ROOF \ V) Cx235 PANELS 0 a 1 w co 00 a (� z 0 12 I- 4 TOP OF SUB-FL. Q W TOP OF PLT. 0 -I O.H. GARAGE WALLS Li-i w FLYING GABLE BOT. OF HDR.'S (n ® GARAGE DOORS tn o Li O TYP. '011 1 a.HORIZ0 W 9080 9080 11 S DIINGONTAL � Of a - r- 3' HIGH RAILING AS _ O.H. 10 CD �- \ PER CODE -- Z J DOOR DOOR Q TOP OF WALL U <EJ LL (n DIRECT VENT FLUE FROMLz L.P. GAS BOILER. CHECK — I I U r 2 2 2- 2 7 MANUFACTURERS I I FlI _ In I I I i `J' SPECIFICATIONS FOR I 2 I LII 3068IIJ w `''�'`= INSTALLATION I� - - 11I II r - - - - - - - - - - - - - - - - - - - - -I� I I TOP OF FTG. oa � 2DRAWM REQUIREMENTS AND I 8 I-I- - - -H @ GARAGE 0) 0 No. 18488 I - - - - - - - - - � r CLEARANCES. I I NIL �Iri I I- r -� I I I I a 0 y P A C I I I I I � F N ESN I I n_I+ — — �N-In I r - - - � MAX. TYPICAL--��- -I I - - - I - - r _ _ - � I 1 STEP FOOTING I 1 — — DATE _ - - - - - 11 9 22 I I DI_' _ _ _III 30• i I / / • _ I TOP OF FTG. -� r- - -I r- - I F- - L -1 L - i — _ - - - - - _ - - _ 1 — L - - - - _ � _ —I AS PER OWNER 5/14/24 PAC SHEET I - - � - 1 - - - � — � LEFT SIDE EL 0 FOR BIDS 5/24/23 PAC 2 ELEVATION 1/4"=1'-O" (EAST) 1� FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: info@cgorten.com oZ N � STANDING SEAM ALUMINUM ROOF PANELS L1J TOP OF PLT. _ 12 TOP OF PLT. W 0 } BOT. OF HDR.'S 12 f- 0Z Lo BOT. OF HDR.'S W IW O d 5/4 x 4 CASING ---- : o AROUND DOORS - Y CW125 a o I\ of N & WINDOWS W/ BOT. OF HDR. uj Q ia. CROWN CW135 W135 CX135-3 EGRESS CX135-3 ® GABLE WINDOW i n- Q U O O ro I 0o a 00 acc _I 12 4 W Q TOP OF SUB-FL. TOP OF SUB-FL. U .o TOP OF PLT. — V-0" 1'-0" TOP OF PLT. FLYING FLYING GARAGE WALLS BOT. OF HDR.'S GABLE 1'-0" GABLE O.H. BOT. OF HDR.'S N - ® GARAGE o 6 x 6 ACQ CX135 WINDOW LLLI oa iv POST WRAPPED �JL TEMP. CX235 W135 CX235 N d \ W/ 1 x VERSATEX FWG 60611-R 4PFGP 120611 o O N TRIM W/ 1 x 6 CAP 0 0 & 1 x 10 BASE (TYP. FOR 4) Gx24 o i� 3' HIGH RAILING AS TOP OF SUB-FL. TOP OF SUB-FL. PER CODE A/C A/C TOP OF WALL TOP OF PATIO COND. COND. UNIT #1 UNIT #2 TOP OF WALL TOP OF WALL 17 _ ® PATIO I NOTE: 1 II I I r� I I I I I ALL EXT. SCONCES `t II I I I I SIo0 68A.F. . MIN. TO I OUTLET®- OUTLET FRONT & RR 1 I II �1 \CX1\5 III I I 1 2 o REQ'D I I ® EA. EGRESS I I GRADE ACCESS BILC I I r TEMP. MP. w DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. STACK-WELL IIIII I $ . E-3903.3 E-3901.7 II I o . 0 a ® REAR PATIO i o - - - - - - - L L TT — I- - owo °' o r — }- - - - - - - - - - - -J- — — — — — — — TYPICAL J _ II II TYPICAL STANDING SEAM ROOFING: o STEP FOOTING — - - Q I / . I I II 1 J / I I NEW ATAS ALUMINUM STANDING SEAM 1 MAX� L — — L — — / I ROOF PANELS OR APPROVED EQUAL TOP OF FTG. I I I 2 30• �_— I 1 II TOP OF SLAB I J / I I I TOP OF FTG. COLOR: GRAY OR AS SELECTED BY OWNER - rl--= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �i - - - - - - - - = - - - - - - - - - - - - - - - - - - --ram f - - - - - - - - - Iii- - -� - . - - - - 1 - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - r — I F - - - - - - - - - -I- - -j TYPICAL ROOFING: — — — — — 1 F — J G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING REARELEVATION L — -L — — — — — - SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=1'-0" (SOUTH) W TYPICAL HORIZONTAL SIDING: > HORIZONTAL SIDING W/ 5" EXPOSURE. ry o COLOR: AS SELECTED BY OWNER W/ 0 I - MATCHING CORNERS AND WHITE SOFFITS, FASCIA, TRIM, & ACCESSORIES W Ln TYP. CULTURE 1 x 4 OVER 1 x 8 U Lv ' STONE VENEER RAKE BD. ® GABLE z (� - ® CHIMNEY ENDS TYP. TYPICAL STONE VENEER: W CULTURED STONE VENEER MANUFACTURED 12 _` 1 x 4 FRIEZE BD. — _ �- - � BY BORAL - COBBLEFIELD W/ TRIM OR TYP. EQUAL OVER ICE SHEILD FLASHING AS ~ z 12 SELECTED BY OWNER. TO BE INSTALLED 11_I - O - 12 AS PER MANUFACTURERS SPECIFICATIONS. 0 Q4 z z TYPICAL EXTERIORTRIM: Lo W ALL EXPOSED TRIM TO BE AZEK OR 0 Lo 01-1 VERSATEX, PAINTED WHITE U LQ O TOP OF PLT: — — TOP OF PLT. HANDRAIL NOTE: ALL HANDRAILS & GUARDRAILS SHALL & TOP OF PLT. 12 COMPLY W/ N.Y.S.R.C. R-311 & R-312 ® FRONT GABLES BOT. OF HDR.'S 12 TYP. ASPHALT ROOFING o a N FLYING SHINGLES � N 0 GABLE Cx235 - 0 il. V" z70 0 O N _ I � 00 d 00 0- (n I� 12 z -4 O 12 TOP OF SUB-FL. 4 TOP OF SUB-FL. TOP OF SUB-FL. Q TOP OF PLT. — _ TOP OF PLT. Lil 1 x 6 FASCIA BD. TOP OF PORCH GIRDER OVER 2x4 W BOT. OF HDR.'S SUB-FASCIA TYP. BOT. OF HDR.'S LLI / o w \ O - 6x6ACQ 6x6ACQ \ � o POST WRAPPED CW135 W135 POST WRAPPED o O = O X - W/ 1 x VERSATEX FHW31611 W/ 1 x VERSATEX j o� w N TRIM W/ 1 x 6 CAP TRIM W/ 1 x 6 CAP N "co — & 1 x 10 BASE & 1 x 10 BASE (TYP. FOR 6 0 FRONT) \ (TYP. FOR 4 ® REAR) 0 TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. Z - J Q `O TOP OF PATIO A W C) TOP OF WALL a TOP OF WALL q��� AEC, TOP OF WALL i I I I I I Er 0PAT10 00 i I I I II c,5BILCO 1I I I I I I 22- 27 I I TEM\P. I I I STACK-WELL - - _ —I w: � TOP OF FTG. .o (n o AREAWAY TYP. pMW ® REAR PATIO 'J O) a PAC I I I 4 1 I I - - - ,-�- - - - I I I� - - - - -� I � Q -I DATE r I O I I TOP OF FTG. TYPICAL _ _ ^ 1 _ r— _ TOP OF FTG. . — • _ TOP OF SLAB — I 1 1 9 2 2 — STEP FOOTING MAX. I ` � - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =ram— =_ - - - - - - - - MAX. - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-- — — — — — — — — — - 0 AS PER OWNER 5/14/24 PAC SHEET 0 RIGHT SIDE ELEVATION FOR BIDS 5/24/23 PAC 3 1�1/4"=1'-0" (WEST) FOR H.E.R.S. 4/3/23 PAC 11 1 " M DBL. KING STUD 5 OF2A.B!N LEGEND: info@cgorten.com ABOVE T.O.W. NEW P.C. WALL TO BE CONSTRUCTED (2) 2x6 JACK STUD S vxxxx NEW CONC. BLOCK WALL TO BE CONSTRUCTED TYPICAL SHEAR HOLDOWN SIMPSON # HDU5 W/ VIIIIIII13 DROP TOP OF CONC. ( EL. -0'-0") 14- 1/4"x2 1/2" SCREWS N�PIp014 B SECTION SE CTION SHEET MARK i E W �-- DETAIL DETAIL # MC)A2PLATE PPS 2 SHEET 5 fA �- 30" MIN. P, 1� O SMOKE DETECTOR L-L-I REBAR LENGTH 75'-0" OVERALL F- <'a PROPOSED ® CARBON MONOXIDE SMOKE M DETECTOR COMBINATION I� °4 °a %0 41a ° , 17'-0" 23'-0" 35'-0" Q a / L;BP BEARING POINT POST ABOVE CD ° ° e 2'-2" 14'-10" 9'-11" 3'-2" 9'-11" 8"P.C. 9'-6" 8"P.C. 9'-4" 8"P.C. 9'-4" 8"P.C- 4'-2" POST BELOW Q Z ■ I--- 9� e•4 a ' 1/2" MIN. M.O. CHEEK CHEEK CHEEK CHEEK SP � I- If) SIMPSON SSTB20 ANCHOR BOLT ° FROM CORNER 8" 10'-2" 4'-0" ■ BEARING POINT POST ABOVE & BELOW -� WALL WALL WALL WALL LL_I W o,- W 17" MIN. EMBEDMENT ATREADS LANDING O B.F. BOTTOM OF FOOTING ELEVATION = Y In INTO FOUNDATION n 5/8" DIAM. ANCHOR BOLT I I C T.F. TOP OF FOOTING ELEVATION LL Q FF--- of NTO MIN. EMBEDMENT A 8 T.S. TOP OF WALL SHELF ELEVATION OATION U -J O M TYPICAL CORNER HOEDOWN BILCO STAKWEL AREAWAY B T.W. TOP OF WALL ELEVATION O Z (D . (5-MODULES)8 OO �8 •SIMPSON # STHDI4RJ W/ 38-16D SINKER � 12, 12 � # ( ) LINE OF P.C. � � CO h' NAILS MIN. 1 1/2" END DISTANCE FROM W/ CLEAR DOME COVER 3 (n EDGE OF STUDS OF A.B. OF A.B. #STKWL-48D 4 STEPS ABOVE n-­ W _ = Q r SHEAR HOLDOWN DETAIL 2 I � A/C � I I � A/C � I 2 I I _ _ : YJ I I _ I I _ _ _ YV, 1 I COND. I I COND. I �- — — — — 0 w — — — — — — — — 4 I UNIT #1 UNIT #2 4 I I w Q rt I I I SIMPSON AB66 =3 C� OVERHEAD DOOR I I I I I =a I ABOVE ABOVE I i �- - - - � "—�- -1 L - - - - - - - — I L - - - - - - - _- -� II DIRECT VENT FLUE FROM L - - JJ �L _=-IJ _ - _ L = Z - _ _ - _ - _ -_ _ _ - - _ - - _ GALV. POST ANCHOR LI- N.T.S. L.P. GAS BOILER. CHECKNDV. - - - - - - - - - - - -- - - - - - - - - - - - ON 8" P.C. WALL MANUFACTURERS CX15 SPECIFICATIONS FOR - -� -J INSTALLATION �- - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I REQUIREMENTS ANDi' - - - - - (3)2x10 HDR. - - - - - - - - - - STEP-�X �CLEARANCES. I FOOTING0 2 � � i I d $ I 21'-8" 8' 30'-2" 8" NEW TANKLESS L.P. GAS I co FIRED D.V. BOILER I I N I I I Q 4x POST SIMILIAR _ I UNEXCAVATED CORNER HOEDOWN EO 8 0 �` Uo 8" x 8" P.C. PIER I I 00 NEW 4" P.C. PAT10 SLAB STEP I I I Y SIMPSON # STHD14RJ tJ�RP�� m b I I j _ `� DROP TOP OF PIER I I m OVER COMPACTED FILL = r` FOOTING I� w STRAP TIE P NAILS MIN. 1 1/2" I _ - _ - - - - - - I 00 N orn -9" FROM T.W. I I ABOVE I I = °' -HANDRAILo I — — ® PROTECT WOOD END DISTANCE FROM FOR BEAM a <t EDGE OF STUDS �* o a z I ( = � I I IN CONTACT WITH I I 2 38-16D SINKER I r-o 6'-7" 6'-7" 8" X 12" P.C. PIER 2-2x6 MCA PLATE PN cn J \ I III I I I I a I I I p6a I CONCRETE W/ DROP TOP OF PIER r 4 o I I FLASHING ICE-SHIELD -12" FROM T.W. � '• C�EPpA�IMOM � a� I I I I I I I -- • • L- - - - - - - - - - - - - - - I L - - - - - - - - - - - - - - - - - i L - -L BP - - - - - - d \ d a/ o ( - - - - - - - - - ,•- - - - - - - - - - - - - - - - - 1(2 1 3 4" X 11 8" r I/ / N _ n -•� - ) / 7/ LVLGIR. BP - - - - - - -- - ` - - - - - - - - - - - - - - - - - - - - - - - - - 30" MIN. ° clP I I REBAR LENGTH ONE 5/8" TYPE 'X' FIRE Z 'I M M I 5/8" DIAM. ANCHOR BOLT° d e d SREBAR INHEAR CONE 4 I �'� RATED SHEETROCK AT I I 3 1/2"0 STRUCT. ° z i+ I I I I I 00 W/ 7" MIN. EMBEDMENT (12" MIN CLG. 3'-0 MIN. AROUND I I 40" x 40" x 12" ro a Ia- I I I ( � 8" P.C. FOUNDATION WALL x 9-0 I A501 GRADE B w I n BOILER AS PER CODE 8" x 8" P.C. PIER STL. COLUMN ON A / J I I I I I I HIGH W 6 REBARS VERTICAL ® I INTO FOUNDATION 1/2" 1N. REBAR LENGTH I P.C. FTG. W 32" O.C. ON A 10" x 20" P.C. FRDM I DROP TOP OF PIER 40" x 40" x 12" #4 REBARS ® 6" UP 13R I CORN R d- -9" FROM T.W. P.C. FTG. W/ O.C. EACH WAY - - FOOTING W/ 2 x 4 CONTINUOUS I I b w I I . - - KEYWAY & (2) #5 REBARS. o _ I I FOR BEAM #4 REBARS ® 6" ao o- TOP OF PROPOSED FOUNDATION I 12. I I I �, I I O.C. EACH WAY `� �` - - w WALL To BE EL. 26'-2" (26.16') d OF A.B. OF A.B. I I cn I I - _ I co FOUNDATION WALL NEW WALL TO I N HAVE (2) 2 x 6 ACQ SILL PLT. xl I o wo " TOP OF FTG.'S EL. 17'-2" cx 01 M, Z= I DROP TOP OF o ao ao 0 I I I BOT. OF FTG.S EL. 16'-4" N CORNER H 0 LD 0 WN STRAP TIE w o 0 Q o I WALL -1'-4" 44" x 44" x 12" M ci _ - I N o= o- I UNEXCAVATED / # I 10 CELLAR I i, w i, ® DOOR M.O. P.C. FTG. W 4 I I o 00 m a ( TO ALLOW FOR REBARS ® 6" O.C. (9'-0" CLG. HT.) i� 3 1/2"0 STL. to I �`' N IL o " - COLUMN ON 'A - - - o �`' o 8" HAUNCH SLAB FILL AND TAMP FOR 4 EA. WAY - 4" POURED CONCRETE 3 1/2"0 STL. I o 2 DETAIL @ FOUNDATION WALL o w o o N o /I 1 POURED CONCRETE FLOOR 24" x 24" X 12" - : o FLOOR SLAB COLUMN ON A 4 - o== SLAB W 6x6 W2.0 X W2.0 W.W.M. - I I L °0 P.C. FTG. " " 0 I BILCO STAKWEL AREAWAY o w / I 24 x 24 x 12" co N.T.S. M io o —c�I I N PITCH -3" TOWARD O.H. ) I I I ^ IBP / P.C. FTG. o I �• W/ CLEAR DOME COVERS `O M w j I I I GARAGE DOOR TYPICAL INSTALL R-38" M _ (BP I - — PROPOSED I I I I cl, I BATT AND 1/2 - - J� co I #STxWL-48D GRAVEL I T SHEETROCK CLG. `V ;n DRIVEWAY I PITCH �' 5'-0" x 3'- 8" x 2'-10" EL. 25'-7" I/ 7 = 1 I 8" 24'-10" 8" 6'-10" 6'-10" 11'-6" 11'-6" 11'-6" I LLB Q L() o _i I I i L i — y r _ J i W (� DROP TOP OF I 17 r, WALL -1'-4" I (2) 1 3/4" x I/ 11 7/8" LVL IR. �, (3) 1 3/4" , I x 11 7/8" ILVL - GIRDER I I ® DOOR M.O. - - - - a I I TO ALLOW FOR I I BP P I (n 1- z o I ( 8" HAUNCH SLAB I 4 I I 3 1/2"+n STRUCT. I ( LIJ o Q I 3" x 12" P.C. PIER - J - - A501 GRADE B STL. 8" x 12" P.C. PIER 0 U-W I I I DROP TOP OF PIER " 3 1/2"0 STRUCT. COLUMN ON A I DROP TOP OF PIER z ~ ro v=i I I -9" FROM T.W. 3" x 3" x 1/4 A501 GRADE B STL. 36" x 36" x 12" I I -9" FROM T.W. }- z Q?9 I STEP FOOTING ;7\ FOR BEAM STRUCT. STL. COLUMN rn COLUMN ON A to P.C. FTG.S W/ #4 I I FOR BEAM L i DOWN -4'-6" a � 19'-5"t HIGH ON A 44" x 44" x 12" REBARS ® 6" O.C. 0== I I Q d-1 3 1/2"0 STL. 0 48" x 48" x 12" P.C. P.C. FTG.S W/ #4 I Q _ I I w z COLUMN ON A o EA. WAY I w a c� FTG. W #4 REBARS REBARS ® 6' O.C. U - - - - - -ao - - - - - - - - - - - - � - - - - - - - - - -� Nwc 1 28" x 28" x 12" o 06" O.C. EA. WAY EA. WAY N v - - - - - - - - J I U 0 N 1 AllI . , I ,I I o P.C. FTG. � F I 4 � L - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - I F ® r - - - - - - - - - - - - - - - - - - - - - � ; ® r _ 2816 _ / �3-0 PROVIDE PVC SLEEVE I ^ I - - - - _ - - _ - - - - - I °0 I �� / T.W. EL. 26'-2" STEP P FTG. "I FOR NEW C.I. INVERT. I I I F_ m - - CAST I ^ I I o IRON TO EXTEND 2 T.F. EL. 21'-8" 2'-0" MIN. PAST FACE I ( PROTECT WOOD IN CONTACT I I I I o Ln B.F. EL. 20'-10" OF WALL I �' WITH CONCRETE W/ I ' I GALV. METAL 4 n NEW 9 1/2" TJI L -- - - - - - - - - - - - - .-I \ ICE-SHIELD FLASHING /) - - - - - - - - - - - - - - J AREAWAY / AS RE / 230 F.J.'S ® o� / — _ — - - - - - - - - - - I' UNEXCAVATED 4 TYP. 16" O.C. o�p � '/ GGeP FILL AND TAMP FOR �/ II I UNEXCAVATED I 2 4" POURED = � 2 I UNEXCAVATED I II 3 2 x 10 HDR. Q 2 i FILL AND TAMP FOR 4" I 4 CONCRETE BPORCH � _ I FILL AND TAMP FOR 4" I STEP J O TO PROPOSED 1 -I I -I a I- - I POURED CONCRETE PORCH Q 4 POURED CONCRETE PORCH I- - -1 FOOTING - - - -• - - - i S.C.D.H.S. I/A I I n SLAB I I I n SLAB ( I j T.W. / (2) 2x6 PET. w OWTS Y w A SANITARY 5" I 8" 12'-9" 8" 13'-6" 8" 12'-3" 8" 15" `O w -{ c: cGRADE =) 8 SYSTEM / - _L - - - - - - - - - - - - - � L- - - - - - - - - - - - -� L - - - HDR. HT. STEP - \_ FOOTING I) ® II 2650 EGRESS Y R.o;= 2'-6" W. o Q II IL _ _ _ _ _I _ I _ _ �I II x 5-0 H. MIN. � ; _ GALV. POST ANCHOR iw�J SIMPSON AB66 2 x 10 ACQ = w LINE OF P.C. I I I I I I �' FRAME RIPPED nl I c� STEPS ABOVE �L- _ _ I_ ON 8" P.C. WALL z O TO 8" AROUND in - - - - - BILCO STAKWEL M.O. Q AREAWAY 0 - II (5) MODULES I o0 5 13'-9" 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" 5" HIGH `n p CHEEK CHEEK CHEEK Q \ I WALL WALL WALL °' z z N W B C 0o LL GRAVEL _ z _� T.W. ® 3'-9" F� 00 cn MASONRY `V O U ��� H ,• • x In OPENING Q � Q w 25'-6" 13'-6" 14'-0" 14'-6" _ ' �' 1 cl� 22— 27 DAMPROOFING I 75-0 OVERALL ;l,y'• +. 1 e,; TYPICAL O N PROPOSEDDRAWN BY 40. 1'Il4l3, BELOW GRAD �.- // 8" P.C. T.O. SLAB .''� � P A C FOUNDATION a -,-,-, WALL T.O. P.C. FTG. NOTES: °• ,• 4n - SEE GENERAL NOTES & FRAMING NOTES 11TE 9 2 2 - SEE TYPICAL CONNECTION DETAILS / / - SEE NOTES ON OTHER SHEETS AS NECESSARY FOUNDATION PLAN - IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: Q AS PER OWNER 5/14/24 PAC SHEET# REQUIREMENT OF THIS PROJECT THAT ALL EGRESS WINDOW Z POINT LOADS ARE TRANSFERED DOWN TO THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED 1/4 =1 -0 FOUNDATION WITH A CONTINOUS LOAD PATH. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED Q FOR BIDS 5/24/23 PAC 4 3 AREAWAY DETAIL WHERE DIMENSIONS ARE NOT GIVEN, THE 20" W x 10" THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3"x3"x3/16" CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM 1'-O" O.C. FROM 3 ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" EMBEDMENT. 1 FOR H.E.R.S. 4/3/23 PAC EMAIL: info@cgorten.com STRUCTURAL STEEL NOTES: ' S LEGEND: 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC NEW 4" WALL TO BE CONSTRUCTED SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM DESIGNATION A-500, UNLESS OTHERWISE NEW 6 WALL TO BE CONSTRUCTED NOTED. 3. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 3/4- DIAMETER ASTM BEARING WALL ("CATS" MID-SPAN) A-325 TYPE N CONNECTION EXCEPT WHERE FIELD WELDING IS CALLED FOR ON THE DRAWINGS. E W 4. WELDING SHALL COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODES. SECTION MARK 5. ALL WELDING SHALL RECEIVE ONE SHOP COAT OF RUST-INHIBITIVE PAINT. 7 SECTION SHEET # 6. ALL BASE PLATES SHALL BE ANCHORED WITH TWO 3/4- IN. DIAMETER X 16" LONG ANCHOR BOLTS, z UNLESS OTHERWISE NOTED. 2 DETAIL SHEETW I # 7. PROVIDE ALL BOLTS, HOLES, ANCHORS, ANGLES, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION 75'-0" OVERALL PROPOSED 1/ U j AND AS REQUIRED BY THE WORK OF OTHER TRADES. L1- 17'-0" 23'-0" 35'-0" O SMOKE DETECTOR /Q W ® CD CARBON MONOXIDE / SMOKE O O) 7'-7" 9'-5" 4'-7" 6'-11" 6'-11" 4'-7" 6'-11" 11'-3" 7'-2 DETECTOR COMBINATION O" 9'-8" Z 00 V-4" V-4" V-4" 1'-4" 2 1/2" 13BP BEARING POINT POST ABOVE c� POST BELOW O 0 0 ---- 8 ■BP BEARING POINT POST ABOVE & BELOW Q I 0 0 0 ---- A/C COND. UNITS BILCO STAKWEL B V-6" V-6" z O U c) O N TO BE 16 SEER AREAWAY W/ 8 T. T. 50 VENTED ENERGY STAR EXHAUST FAN z CD E.F. VENTED TO EXTERIOR 3/4 HOUR FIRE RATED 1/2"0 GALVANIZED MIN. AS REQ D. CLEAR COVER BELOW E F.R.S.C. � O Q CARRIAGE BOLTS ® 16" END N A SELF CLOSING DOOR Q Ld O.C. STAGGERED BEARING 8 NOTE: PROVIDE U L.P. GAS S/O I � TYP. FLITCHED GIRDER DETAIL NEW DRYER LUCN COND. CONNECTION FOR 6 x 6 ACQ VENT AS PER 1 UNIT #2 B.B.Q., LOCATION i0 POST WRAPPED 2 AS PER OWNER I W M x VERSATEX 6 CAP N.Y.S.R.C. M1502 DN 3R � g CX235 CW135 CX235 — — — — — & 1 x 10 BASE _ �I (3) 2 x 10 GIRDER (3) 2 x 10 GIRDERIJR� (3) 2 x 10 GIRDER (TYP. FOR 4) 14'-10" (2)2x10 HDR. (2)2x10 HDR. (2)2x10 HDR. PROPOSED CELLAR ENTRY 6" 10'-0" 10'-0" 10'-0" — — COUNTERTOP OE.F. BENCH W/ CUBBIES 8" 10'-2" 4'-0" SMOKE & CARBON TREADS LANDING — — — — — — POWDER 31'-0" 1 4'-0" MONOXIDE DETECTOR NOTE: 3'-0" HT. RAILING 8'-2" 5'-0" 1n 8'-2" o Q i0 SMOKE DETECTORS AND CARBON MONOXIDE AS PER CODE LAUNDRY > COVERED PATIO v o tO oo DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE O ROOM 1 `'R MUD 0 2 x 6 C.J.'S c� I bow i0 SECTIONS R-314, R-315 AND SECTION 915 OF THE m w 1 ' ROOM ci STONE PAVERS AS SELECTED 00 o I O eta FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE FD 0) " o BY OWNER ON THINSET OVER x o a 0 °' INSTALLED AND LINKED AS PER CODE. �' (9'-0 CLG. HT.) ® 16" O.C. 0 HANDRAIL (9'-0" CLG.) P.C. PATIO SLAB a 0 z �_z 4" P.C. LANGING I I I I 1 I I I I I I I I SUB-FL. EL. 27'-6" w 2 x 8 C.J.'S � = m 'to TOP OF STONE -4" FROM r, x EGRESS WINDOW NOTE: cow - a- SLAB ® GRADE t ch o ma's' SUB-FL. I N EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 1 o N o I I = la Z ® 16" O.C. �s� o ® I - WITHIN Y. OF FLOOR p G• o l U Z I �j x I N v AS PER N.Y.S.R.C. R-310 J o I I I I I I I I I I I I I �o�`' X I IQ a N (3) 2xs w v N ^O 4070 v POST (3) 2x6 CX135 0 - 5.7 S.F. MIN. OPENING 0 2ND. FL. U d I I I I I I I I I I I I I v M POST 1 - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE CX24 (2)2x10 HDR. CASED OPENING BP FWG120611-4 BP TEMP. FWG60611-R N - 24" CLEAR HEIGHT & 20" CLEAR WIDTH iv (3) 2 x 10 HDR. — DN 3R — (3) 2x10 HDR. (2)2x10 HDR. 24%24" W. W. (3) 1 3/4" x 16" LVL HDR. L (2) 11-l�x 9 1/4" LVL HDR. co TEMPERED GLASS NOTE: N W. — _ 36� 24" 36" d 3" x 3" x 1/4" STL. iv TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS L.SJ B. REF. I a I o PO LOCATIONS AS PER N.Y.S.R.C. R-308.4 18 n a I STRUCT. TUBE A500PO GRADE B COLUMN "� 2'-0" 3'-4" 14'-4" ci 3 - LESS THAN 18" ABOVE FLOOR SLAB W. — c) - WITHIN 2'-0" OF DOOR r,; 7 to EL. 25'-11" + �` o HT.= 10'-5"t 28'-6" J cV - LESS THAN 60" ABOVE SHOWER/TUB "WET"' AREAS I = � 24 x — — - LESS THAN 36" ABOVE STAIRS / LANDING o - 1W. ID/WI KITCHEN N � N — — `� g I N o _ — �, 3 -I (s'-o" CLG. HT.) \ 3 1 N m? — SHEAR WALLS: 1 _S 2—CAR GARAGE \ GREAT ROOM � o o I 1 00 °° I � / I °' ~ 5 — -o "' ANDAR WALLS SHEATHEDSHALL WITH 5E8P CDXRATED PLYWOODEAR FORWTHES o m f10'-0" CLG. HT. � o ® (9'-0" CLG. HT.) Z N a, ( ) FIRE-RATED _ a / " O KING N x ® I » I o i w — -_ BED I FULL HEIGHT, FASTENED AS PER NAILING w 1 Q \ I w 30"x54 10 \ \ Z M o I d 1 I I PULL-DOWN I ° 36" I I = o I �, — — MASTER o REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 -j 0) _ w cn o a _j "CATS" AT MID SPAN. -1 M 1 I STAIR I -�- - B. I 1 o - � N� = �, . ® BEDROOM _, a w 1 ! 18' 18" ( I t,� cl x o N QI I — — — (9'-0" CLG. HT.) BP a w 0 0 I I r - - J SIMPSON 0Ln 3: a=i v w a — — BILCO STAKWEL o cn 0 N PROPOSED o I a 8 I I / \ W. B I w EGQ7.25-SDS3 v w AREAWAY W/ ao a GRAVEL � — — � T � 24" B. 1 20 cn DRIVEWAY � 24" 24 (3) 1 3/4" x 11 7/8" LVL'S + �`' HANGER OR EQUAL o o = = o a a EL. 25'-7" SLAB N 6x6 W I B (2) 1" x 11" STL. PLTS. ® FLITCHED GIRDER \ = ci N I (3) 2x4� o CLEAR DOME 1 a M EL. 25'-8" PSL POST — -� co — POST N COVER BELOW LO 'am _W 18 x 35 STEEL GIRDER — — FLUSH I FLITCHED GIRDER , ~ ® BP — gp 3 CO M W W/ 2 x 8 TOP PLT. L= 25'-10 18"11E" 24" (BETTER HEADER #88) En STL. WEB v0 0 0 � B. I BUILT — — CASED N N 3" x 3" x 1/4 STL. W. B• - STIFFENER n °' (3) 2x4 2870 SD N _ STRUCT. TUBE A500 3" x 3" x 1/4" STL.--/ I I � M POST GRADE B COLUMN STRUCT. TUBE A500 Oo o 1 — I I REQ'D. N -IN DN 16R OPENING ry HT.= 8'-s"t I GRADE B COLUMN a °N° 1 M - _ = 0 o N HT.= 8'-9"f o B. 1 I x II (2)2x10pHD 2)2x10 HDR. BP - Lv w 1 d _ I Qo 0 o 1 ILL: o ti6 �� _ U o / / 1W' 18 _�_ x I W.I.CL. 1 Z a O NOTE: RATED CLG'S. m I 1p — — — — — — — LLJ r- N v I & WALLS W 5 8" 1 30" L.P. GAS I B 4" 2'-4" i-� N ti L1J (n _ \ 0 TYPE "X" SHEETROCK RANGE / OVEN � (2) 1 3/4" x 11 7/8" LVL HDR. CO v (9,-0,. CLG.) 1 _ = a' _ IN GARAGE AS -; W/ EXHAUST _ _ _ rn 0 X 1 i `r PER N.Y.S.R.C. R-302.6 HOOD - — TIGHT TO PLATE 1 (n �/- Z® Sn I 4'-0" 9'-8" I 00 �J O J -� n 0 LL a,1 m m 3 x 3" x 1/4" STL. ^ 5'o c, 1.0 w STRUCT. TUBE COLUMN00 a U I I 1 Ej T a o N o l 1p (0 0 24_-U. o x M o FOYER o1 O N= v= �`° 1 I N FROM CELLAR d N \ co (9'-0" CLG. HT.) �� CL. "' 1 O co (2)2x10 HDR. LLJ \ = HT.=19'-5"f 1 M S' 3B" ® SUB-FL. EL. 27'-6" 1 - _ ( LO _ 25'-0" co 0 26,, 7'-2' 0 Ln � v I O N ® DINING ROOM 2'-4" 9'-2" 2'-0" 4'-0" a 1 — — N (3) 2 x 10 HDR. (3) 2 x 10 HDR. r (9'-0" CLG. HT.) o BP U C: I o aDOO U 0 1 BP mI (2)2x10 HDR. CX24 CX24 BED' (2) 1 3/4" x 9 1/4" LVL HDR. I v 1 N MASTER I CW135 13'-6" 12" p 12" BATH — 0 o S.L. 60��. S.L. (s'-0" CLG. HT.) Z o I 1 Q p > �0 I �, , N 0 Ln v SEAT co ", I (2) 1 3/4" x 9 1/4" LVL HDR. (2) 1 3/4" x 9 1/4" LVL HDR. _ COVERED PORCH CX14-3 MULLED CX14-3 MULLED � 4 x 4 ACQ STONE PAVERS AS SELECTED POST WRAPPED (n BY OWNER ON THINSET OVER PRE—FAB FIREPLACE: = W/ 1 x VERSATEX - C5 P.C. PATIO SLAB x 36" U.L. RATED PRE-FAB. L.P. o w TRIM W/ 1 x 6 CAP d TOP OF STONE -4" FROM o a� & 1 x 10 BASE SUB-FL. GAS DIRECT VENT FIREPLACE BY a, WO too o (TYP. FOR 2) co `X co c° HEAT&GLO MODEL #SL-5/5X OR coo 0 0 A a ® AS SELECTED BY OWNER 0LJ a INSTALLED AS PER a 0 8 MANUFACTURES SPECIFICATIONS 0 01 (3) 1 3/4" x 9 1/2" LVL PORCH GIRDER R.O.= 37" WIDE x 35" HIGH z DN 3R I � J 6x6ACQ n- POST WRAPPED i0 . W/ 1 x VERSATEX 1 ~ Iy O TRIM W/ 1 x 6 CAP 0 & 1 x 10 BASE 3/4" CDX 2 x 10 NAILER B (TYP. FOR 6) I I 0 a> SUB-PLYWOFLLOOR STEEL WEB-STIFFENERS 8 I I I I \ REQUIRED ® FLITCHED g" 13,-0" I.V-6" 12'-0" 1'-6" 12'-6" 9" Z W BEAM \, -14, 1 F 1 1 Q � Q 11 7/8" 1 8 , F;Er_ TJI FL. C JOISTSEJ 1 7'-7" 10'-4" 7'-7" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" 3'-9" 3'-91, �1U 1�j L o s 25'-6" 14'-6" 13'-6" 14'-0" 7'-6" /�^ ' � m � ..4 .� 22- 27 II II W 10 x 39 FLUSH '�'"•1'-`ff STEEL F.J. / GIRDER 0 a 3/4" STEEL PLT. » ,-- II II 75-0 OVERALL � FLAG CONNECTION I) 11 PROPOSED TO COL. BEYOND r 18188 �l�/ i PAC 3"x 3"x 1/4" STRUCT.�1 11 STL. TUBE COL. WALL BEYOND FIRST FLOOR PLAN D ATE 9 2 2 1/4"=1'-0" 1,592 S.F. PROPOSED LIVING AREA Q AS PER OWNER 5/14/24 PAC STEEL FLUSH FLOOR 620 S.F. PROPOSED GARAGE AREA SHEET# 1 327 S.F. PROPOSED COVERED PORCH AREA JOIST GIRDER DETAIL 325 S.F. PROPOSED COVERED DECK AREA FOR BIDS 5/24/23 PAC 5 5 0 FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: info@cgorten.com S LEGEND: NEW 4" WALL TO BE CONSTRUCTED NEW 6" WALL TO BE CONSTRUCTED BEARING WALL ("CATS" MID-SPAN) E W B SECTION SE T10N MARK 2 DETAIL SHEET DETAIL # LiJ 75'-0" OVERALL # PROPOSED O SMOKE DETECTOR � 7'-0" 11'-6" 7'-0" 48'-2" 1'-4" /< LLJ ® CARBON MONOXIDE / SMOKE �/ p 11'-8" 9'-9" 15'-1 DETECTOR COMBINATION" 9'-4" 2'-4" Z 00 -BP BEARING POINT POST ABOVE 1- Ln WI — LLJ I ■ POST BELOW Y C ■BP BEARING POINT POST ABOVE & BELOW = tY B 8 z 50 CFM ENERGY STAR EXHAUST FAN O U J O M E.F. VENTED TO EXTERIOR O Z CD V F- F.R.S.C. 3/4 HOUR FIRE RATED —/ Q SELF CLOSING DOOR LL W A = Q 8 U -I O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (3) 2 x 10 GIRDER — BELOW I 12 12 L I �Q SMOKE & CARBON I I 12/ 12 �� I s, I0 MONOXIDE DETECTOR NOTE: w J I I ci m SMOKE DETECTORS AND CARBON MONOXIDE I I ( I � o ,�\tK DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE ! m to aD g o 1'-6" SECTIONS R-314, R-315 AND SECTION 915 OF THE 2 x 10 R.R.'S N 2 x 10 R.R.'S ,— o I I ROOF + ® 16" O.C. X ® 16" O.C. I I N ® BELOW ��tx Q 4 N O.H. INSTALLED AND FIRE CODE OF NLINKED LAS PER CCODE,TORS SHALL BE N N I `ti' M EGRESS WINDOW NOTE: ,. ,� 2 x 8 R.R.S (W EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE o = I I I I ® 16" O.C. o AS PER N.Y.S.R.C. R-310 1 0 1 1 I o4" OF FLOOR - 5.7HS.FIN 4MIN. OPENING 0 2ND. FL. I I - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE — — — — — — — — — — — — — — — J — — — — — — — — — CW 125 CX135-3 MULLED EGRESS CW135 CW135 - 24" CLEAR HEIGHT & 20" CLEAR WIDTH N I r - - - _ _� - - - - - - - - - - - - - - - - - o I N — — — — — — — — (2)2x10 HDR. (2) 1 3/4" x 9 1/4" LVL HDR. — _ (2)2x10 HDR. - (2)2x10 HDR. N� q CX135-3 MULLED I I I TEMPERED GLASS NOTE: r TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS II � o p ° (3) 2 x 10 HDR. G o m I o N LOCATIONS AS PER N.Y.S.R.C. R-308.4 m I I - LESS THAN 18" ABOVE FLOOR �`q BATH #1 I I I r' o - WITHIN 2'-0" OF DOOR A N ® WALL HT. <<F� .� (8'-0" CLG.) I I. — — - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS 3'-0" 5'-0" ci Od 6� I 13'-0" - LESS THAN 36" ABOVE STAIRS / LANDING — c BEDROOM #2 < — — N °� (8'-0" CLG. HT.) N 2'-0" a- _ SHEAR WALLS: IFIRE5 WALL I WALL 30" RATE I x 0 _ KING N ci SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS WALL HT. WALL HT. 30"x54" E.F. cV ® z BED o AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE PULL-DOWN a_ _ ti STAIR FULL HEIGHT, FASTENED AS PER NAILING BELOW "� �� rn — — w REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 j� — — — — — — 25'-0" — — — 5' 0" 2'-0" 6'-0" ° 13'-10" d 3'-4" N ® "CATS AT MID SPAN. I U.L. RATED FLUE STORAGE VAN. SD PIPE FROM GAS — — 14'-4" of x w v LINE OF 0� 6g FIREPLACE ,n o m F o CLOSETCLG. SPLAY D� �rO — 3 1 3/4" x 16" LVL FLUSH CLG. HDR. iD — — — — — — X x c�J � ATTIC `° "i (2)2x10 HDR. -(2)2x10 HDR. BEARING WALL — — m N W 0 N 'j (UNHEATED & °' `' 130"x54" ® (3) 2x4 — — (3) 2x4 0o ® UNFINISHED) PULL-DOWN �sG I CO POST DN 16R POST JR. MASTER n o STAIR 8 — _ a 0 vwi OF I �7'-4"� I 4" "' SD BEDROOM LINE OF 0 71 � w o a CG. SPLAY — — — — — 00 to C3 (8'-0" CLG. HT.) CLG. SPLAY o a W o� (2)2x8 HDR. Lo o o o = o Ln — ILILNE — — — — — o �0 -� o ao 1 �� co io r — — i� a U W 07 N I I —N - - - - - v N `L� N ® 7-6 N W 5'-0" ao io WALL HT. I I (2)2x10 HDR. x 5'-O" o I WALL HT. 0 � �- LOFT I (8'-0" CLG. HT.) "2 I W.I.CL. �6� LIJ r z 8'-6" 5'-0" 13'-6" I 5'-10" 0 6'-10" W 0 o WALL HT, o (3 a k N z z 0 3 13'-6" I Co 2 2x8 - 3 ( �- L - - - - - 0 Lo I I (3) 2 x 10 HDR. o ioLd 7'-2 1/2" I DR. - w N I o w W �2 m I PLT. HT. ?s m �L I I U- o I ® —CX135-3 MULLED a U I N I o" _N (, 0 L — — — — — BEDROOM #1 I (2) 2xs I 2 x 8 C.J.'S ,� N — — — — — — — — — — — — — — — — — — — — — — — F — — L - - - - - - - - - - - - _ POST ° I > ® 16" O.C. `� — _ - - - - - o — — (8'-0" CLG. HT.) (2) 2 x 10 HDR. o 00 _ ►= o a i I I ". JR. I 3'-0" a o = N I I CX135-3 MULLED — N MASTER o I o \ 2 x 8 C.J.'S _ z ® 16" O.C. Z BATH (8'-0" CLG. HT.) o a in INSULATED ATTIC STAIR BY N I o I > FAKRO OR EQUAL W/ 11 I I o I M E.F r INSULATED ATTIC STAIR Fr TENT AS PER CODE. (2) 2 x 10 HDR. J _ (2) 2 x 10 HDR. (2) 2 x 8'S 0 ALL SIDES +IV5! OF 30" x 54" R.O. AT 2ND. J L# FLOOR CX14-3 MULLED EGRESS ^�v \ �G CX14-3 MULLED I FIRE-RATED ATTIC STAIR BY I rn JQ" I FAKRO OR EQUAL AS PER 0 + 12 L I CODE A l IDES x 11 7/8" I ^;\�J 1 12 7 7 9<< �sr, BELOW N ROOF $n Ci LVL ® ALL SIDES OF 30" x 54" R.O. AT GARAGE I -� \ < � O A x ® ` M 2 x 6 R.R.'S co co c� 2 x 6 R.R.'S I ® 16" O.C. ® 16" O.C. a ® I z (3) 1 3/4" x 9 1/2" — LVL PORCH — — GIRDER — Q - - - - - - - — — — — — — — — — — - - - - - - - - -- — — — — — — — — — — — — — — — — — — — — — — - - - -I 0 O 0 LL I I B C 8 8 0 \ Z Q w 5'-6" 5'-6" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" U _ Q W U 7'-6" 11'-0" 7'-0" 14'-6" 13'-6" 14'-0" 7'-6" V) 75'-0" OVERALL ��?U 7�; �etf �Z`0� PROPOSED 22— 27 op� �`�� PAC N f t i DATE SECOND FLOOR PLAN DA DA /9 /22 1,195 S.F. PROPOSED LIVING AREA 0 AS PER OWNER 5/14/24 PAC SHEET# 0 FOR BIDS 5/24/23 PAC 6 10 FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: 6" MIN. info@cgarten.com 12" RECOMMENDED 4" VENT THRU ROOF 4' VENT THRU ROOF ROOF I� I S LEGEND:�I FROST CLOSURE NOTE 1 3• 13" RREYIS ENNTIAOL CODE OF =/T=/ZZI BEARING WALL BELOW N.WHERE THE 97.5-PERCENT JR. MASTER BATH I I NEW BATH #1 VALUE FOR OUTSIDE DESIGN SECTION MARK TEMPERATURE IS OF OR LESS, 4 SECTION SHEET VENT EXTENSIONS THROUGH A 2" - - - T _ - y I- - _ _ 2 _ _ ROOF OR WALL SHALL BE NOT E w r F_ I I -I - - - LESS THAN 3 INCHES IN T f21 1 1/21 1 1/2' 2' 1 1 2 DIAMETER. ANY INCREASE IN DETAIL DETAIL #1 1/2`I1I / THE SIZE SHALL BE MADE SHEET # W AV A 1 I AV I NOT LESS THAN 1 FOOT I qF I I 1 I WC I INSIDE THE THERMAL u 3• ENVELOPE OF THE BUILDING. ■ POST BELOW 1 - 2ND FL. I SH. NOT (Qn I� C.O. 2' 3' 2' I I C.O. 2" 3" 2" 1 ROOF EXTENSION NOTE v LLJfn �- 1 ( RESIDENTIAL CODE OF ' O J F_ Lc) 3- 1 2" 4' N.Y.S. P3101.1: Z OO 2" 4" OPEN VENT PIPES THAT I , I _ w EXTEND THROUGH A ROOF LJTJ Y 0 1 I SHALL BE TERMINATED NOT -L MASTER BATH LAUNDRY POWDER KITCHEN WET BAR LESS THAN 6 INCHES ABOVE F- � I THE ROOF OR 6 INCHES Q L - _ 2" 2• 2"_ _ _ 2' ABOVE THE ANTICIPATED In O J 7 - - -1 4" 1 1/2" _ SNOW ACCUMULATION, 1 1/2.1 2'' 1 / r I 1 11 1/2" 1 1/2' 4� WHICHEVER IS GREATER. / � O n 1 1/2' HOSE 1 1/2" 2" `J we I— O z co ' 00 AV AV WC I W 1 AV 1 SS2- OW7 � - � 3' FAI ABOVE GRADE � � � ,11 1 ST FL. SH. 7 C.O. Q LLJ C.O. 2" 3' 2' C.O. 1 1/2- 3" 1 C.O. U C.O. 1 TO EXISTING 2 C 4" APPROVED $ 4" PVC 01/4"/PF. J 4" 4" C.I. SANITARY SYSTEM B $ CELLAR PLUMBING RISER DIAGRAM O Z-_j rm u-0 _ N.T.S. F, `O o A — — — — — — — — — — — — — — — (3) z� x —— — — — — — — — — — — — — 2 10 GIRDER BELOW SIZE OF TRAPS FOR PLUMBING $ 1 r - - - - - - - - - - - - - - - 1I 12 — — — — 12 FIXTURES - - - - - - AS PER 2020 N.Y.S.R.C. TABLE P3201.7 i 12 12 4 I o PLUMBING FIXTURE of cb M NPMUMcn TRAE I I I � o '`\� BATHTUB (WITH OR WITHOUT SHOWER HEAD m to ND a O 1'-6" AND/OR WHIRLPOOL ATTACHMENTS) 1 1/2" I I w 2 x 10 R.R.'S ,� O I I ROOF 1K + BIDET 1 1/4" I I o 0 16" O.C. � I a 0 BELOW ,y` 1�2 4 N O.H. CLOTHES WASHER STANDPIPE 2" 1 1 2 x 10 R.R.S � x DISHWASHER ON SEPARATE TRAP 1 1/2- ( 0 16" O.C. N N L`1, •• FLOOR DRAIN 2' I cv 2 x 8 R.R.'S KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 I WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" 1 1 1 =O 0 16" O.C. 0 DISPOSER) c9 LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2- LAVATORY 1 1/4" - - - - - 0 _ - - - - - - I - - - - -- -- - - - - - - - - - - - - - - -1 - - - - - - SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH 1 - - - - - 1 0- - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7 — �T� I SHOWERHEADS AND BODYSPRAYS) r- N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOW RATE: 1 1/2• I I I I 5.7 GPM OR LESS A. N I I MORE THAN 5.7 GPM UP TO 12.3 GPM 2" ( I - - - - - - - - I I co MORE THAN 12.3 GPM UP TO 25.8 GPM 3' ( 1 - - - - - - - - 1 Aa+ I I kc MORE THAN 25.8 GPM UP TO 55.6 GPM 4" 1 I I 1 N %�h I � I I1 III II1 SAS I � � (o 1I it N p 2'-8" �L — — — — — — o .� — — — — — ` O ---Ifn O "o N cn X I I U U ® s} I iv LiJ 1 � 0 D m N ® m w �GF N I I > o co L NEW RHEEM ELEC. SPLIT D I M 1 I oX ® mI Io X 9llF A/C AIR HANDLER #2 PIPE F FROM GAS N E I co 0 I ® RA141SAJlNA w I 1 1 N +RCF2421MTAMCA FIRE PLACE 1 W Q L j HUNG IN ATTIC I cbi (2) 2 x 10 NAILER I U W �_ BEARING KNEE WALL BELOW BEARING KNEE WALL BELOW 1 1 W 1 3/4" x 14" LVL RIDGE BD. � �/ �2/ /Z/ T- /7- 7�/ZZ Tom/ZZ ZZ 2/ �Z /�L 7Z/ZZ TSB ZZ /T—1 ZZ/� 1 3/4" x 14 LVL I I ROOF SPLAY r — — — — ROOF SPLAY RIDGE BD. 1 0 1 I (2) 2 x 10 NAILER �I NEW RHEEM ELEC. SPLIT I I 1 I ~ Z AIR-HANDLER #2 ROOF CRICKET ( L.LJ ry mA/C AIR HANDLER #1 �� I I W/ ICE-SHIELD 1 I � O 1 1 o RA1424WJlNA — — _ — FLASHING 1 I +RCF2417STAVUA 1'-0" ( �I 1� HUNG IN ATTIC 1 3/4" x 14" LVL RIDGE BD. ci I W FLYING 1 I — — — — _ o: � Ln — GABLE 1 m v m a� I I G BALE UO CO O 11 0 o o N -1 1 AIR-HANDLER #1 1 N N V cn X I `° �`' I I o dy Nx - - - - - - - � OJ JP J - - - - - -� cn � 0: O J - - - - - — Of (3 0 of +� ROOF SPLAY ir o ® �� X O - - - - - - - - IO IX � � o O = N2 ®N �\0 2,0 :�p 0 1 0 r NI `, 2x10R.RS `o `o N 2x10R.R.S 12 94F� 1 L - - - - - - - - - - - - -o - - - - - - - - - - - - - - - X ®0cy) 016" O.C. w I - - - - - - - - - - - - - - - - - - - I =d- - - - - - - - - - - - - - - I 12 N 016" O.C. ` N 0 14 14� << I — — — — — - - — — O/4S 14 12 I - - - - - - - 0 o I I 12 �` I X I I 1 2x10R.R.'S �14 1 o 2x10R.R.'S 1'-0" O.H 0 16" O.C. 1 I lo:� o I ® 16" O.C. � �. I I I I 1L - - - - - - - - — — — — — — — — � I r a IL - - - - - - - - - - - - - - - - - I z �\� GF - - - - - — � J (J-) METAL STANDING SEAM ROOFING AS SELECTED }m oa 12 r 12 9<< -� Xo z m ATTIC NATURAL GAS PIPING NOTE: BY OWNER I 0 N �� J� 7 .X 7 �� '�� ROOF ! �ms N 1 CD Q/n GAS PIPING SHALL BE BLACK OR N C) ^ \ BELOW Lj Z V GALVANIZED STEEL AND SHALL BE s M 2 x 6 R.R.'S <� N I — Q O SIZED BY THE LONGEST LENGTH �p �p �p METHOD BASED ON THE INPUT $ to 2 x 6 R.R.'S 0 16" O.C. to RATE OF THE APPLIANCES. ALL C) WORK SHALL BE PERFORMED IN N ® ® 16" O.C. cV ® I Q ACCORDANCE WITH CHAPTER 24 I (3) 1 3/4" x 9 1/2" _ LVL PORCH GRRDE BELOW ry OF THE 2020 RESIDENTIAL CODE - 2ND. FL. OF N.Y.S. - - - - - - - - T_ _ W 0 GREAT ROOM KITCHEN Z L _ �j NEW LBBQ .P. GAS OUTDOOR NEW (BTU T B D.)TION Q O J S/0 L.P. GAS S/0 S/0 O U VALVE RANGE/OVEN VALVE VALVE rljr V) 1ST FL BTU T.B.D.)NEW B L.P. GAS FIREPLACE S 0 �� `t\ (13,000 TO VALVE 25,000 BTU) ` 22- 27 MECH AREA 1"0 STEEL PROPOSED LP. TANK % �' NEW LP. PIPE (ABOVE GROUND OR GAS D.V. UNDERGROUND AS F- 1�� PAC BOILER S/0 SELECTED BY OWNER) (13,000 TO VALVE SIZED AS PER BTU CELLAR 130,000 BTU) REQUIREMENTS ROOF FRAMING PLAN DATE 1/4"=1'-0" 11 /9/2 2 GAS RISER DIAGRAM Q AS PER OWNER 5/14/24 PAC SHEET# N.T.S. Q FOR BIDS 5/24/23 PAC 7 10 FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: info@cgorten.com 1 3/4" x 14" LVL RIDGE 12 2 x 12 RIDGE BD. / 12 1 3/4" x 14" LVL RIDGE (2) 2 x 10 / 2 x 10 R.R.'S ® 16" O.C. FILLISH W/ HDR. 2 x 10 R.R.'S ® 16" O.C. / / 12 JST 2 x 4 COLLAR TIES ® 32" O.C. \ Q 4 SIMPSON H2A CLIPS HANGERS 2 x 6 COLLAR 12 ® EA. R.R. TYP. _ TOP OF KNEE WALL z 1'-0' TIES ® 32" O.C. ATTIC \ - Q 4 SIMPSON H2.5A CLIPS FLYING / / I-- 12 - ® EA. R.R. WHERE / - - - - - - - - - - - - - - - - - - - - - W GABLE SPLIT ELEC. \ \ 4 H2A CANNOT BE / AIR KNEE WALL 2 x 12 RIDGE BD. BEYOND �-- / \ INSTALLED / / HANDLER #1 \ BA3�0 2 x SOLID BLOCKING � ® 16" O.C. co - BETWEEN RAFTERS ® PLT. I I o < w_ TOP OF PLT. BOT. OF C.J.'S _ W/ INSULATION BAFFLES I - TOP OF PLT. 0 \\ TOP OF PLT ® GABLES rn'• (3)2x10 / \\ (3)2x10 BOT. OF HDR.'S ._ (2) 2x10 - _ - - - - - - - \ \ BOT. OF HDR.'S ~ Z o00 HDR. / ® 486 C�OCLLAR TIES \\� HDR. BOT. OF HDR.'S HDR.= = _ _ _ _ _ _ _ _ _ = I I � p � \\ 2x8C.J.'S II LLi — WO_' _ ® 16" O.C. O �t l0 2 x 8 LEDGER BD. W/ _ M In = o A35 CLIPS ® EA. R.R. CX14-3 c� I I \ \ R-21 1'-0" vwi �- Q F— CX135-3 /� \ CX135-3 \ N \ N N W //j I I \ r- a r- a N = I I \ \ BATT o J ATTIC \\ = i o ; 0- °o_ 7 2 x 6 R.R.'S 0 16" 0.c. BEDROOM 1 FLYING o U o r� I I X X N O # o CL. HALL 2068 BATH #1 2 x 6 COLLAR GABLE I (UNHEATED & co a co a- I I I i � O Z c0 UNFINISHED) I (3) 1 3/4" x 9 1/2" 1 \ \ TIES ® 32" O.0 co a oo \ \ (n CD n LVL PORCH GIRDER W/ R-21 I 12 SIMPSON H2.5A CLIPS \ \ ® EA. R.R. BATT 3/4" CDX T&G I I � 12 12 PLYWOOD II \ = Q W 4 TOP OF SUB-FL. TOP OF SUB-FL. 4 SUB-FL. \ B-30 TOP OF SUB-FL.TT U 11 7/8" TJI / 230 F_J.'S ® 16" O.C. 11 7 8" TOP OF PLT. TOP OF PLT. - / TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. - , WEB 3 1 3/4" x 11 7/8" LVL'S 2 x 8 C.J.'S (2) 1 3/4"x9 1/4" ( ) I I STIFFENER ® 16" O.C. BOT. OF HDR.'S BOT. OF HDR.'S LVL HDR. + (2) 1" x 11" STL. PLTS. AS REQ'D. (3)2x10 (2)2x10 TJI / BLOCKING W 18 x 35 1 -3 I FLITCHED FLUSH GIR. W/ HDR. HDR. — AS REQ'D. ® WALL I I STEEL GIRDER 8 O.H. JST. HANGERS ABOVE (SEE DETAIL) BOT. OF HDR.'S I III I 2 x 6 C.J.'S (BETTER HDR. #88) 6 x 6" PSL I ® GARAGE ow ® 16" O.C. I CX14-3 III I 2—CAR I I 2 x 6 STUDS WINDOWS o \ cn c5 POST ® WALL ;d ow I DINING I II I ® 1 s" O.C. w � o JMUD (n GARAGE v Q I I NOTE: RATED CLG'S. ,n a N 6 x 6 ACQ v STEEL GIRDER & O I O 1 O POST WRAPPED I i COVERED ROOM COLUMN BEYOND I II I KITCHEN CASED ROOM N a & WALLS W/ 5/8" a o CX235 O O O o W/ 1 x VERSATEX I I OPENING ir o _j TYPE "X" SHEETROCK - a N TRIM W/ 1 x 6 CAP PORCH 1 o) o_ II IN GARAGE AS I = ^_ 0 1 I I PER N.Y.S.R.C. R-302.6 1 & 1 x 10 BASE (TYP. FOR 6) I I I BAT III BATT °' BATT III I II TOP OF SUB-FL. CO TOP OF `� TOP OF SUB-FL. SLAB — . 11 7/8" TJI / 230 F.J. ® 16" O.C. 11 7/8" TJI / 360 F.J.'S 0 16" O.C. o +i TOP OF WALL TOP OF WALL \/\� \�j TOP OF WALL d TOP OF WALL Il' - - - \/ \ h BATT BATT I 1 I ® FRONT PORCH ( ) / " / " (2) 1 3/4" x 1/2" SHEETROCK 2 1 3 4 x 11 7 8 \ I 0 CELLAR CEILING LVL GIRDER 2 2x6 ACQ TREATED SILL 4" POURED CONCRETE FLOOR TYPICAL 5/8"0 x 12" GALV. `o STONE OVER 4" P.C. /j\ 11 7/8" LVL I CLEAN AS PER N.Y.S.R.C. 302.13 ( ) SLAB W/ 6x6 W2.0 X TOWARD ANCHOR BOLT CORNERS O.C. & IN a PORCH SLAB W/ 12" COMPACTED (SEE PLAN) GIRDER PLATE W/ COPPER TERMITE W.W.M. PITCH -3" TOWARD O.H. MAX. FROM CORNERS W/ 7" MIN. I I TOP OF FTG. - HAUNCH 0 FRONT FILL = SHIELD OVER STYROFOAM GARAGE DOOR TYPICAL EMBEDMENT INTO CONCRETE I p 0 SILL SEALER ® GARAGE 2 3068 FRONT WALLS o vi 1 �. 3 1/2"0 STRUCT. d I - _I DAMPROOFING BELOW A501 GRADE B STL. v " o $ . . .,, 0 O GRADE TYPICAL COLUMN ON A CELLAR 8 P.C. FOUNDATION WALL x a �' 28" x 28" x 12" 1 9'-0" HIGH W/ #6 REBARS TOP of FTG. 10" x 20" P.C. FOOTING W/ I" I P.C. FTG. rn VERTICAL ® 32" O.C. ON A - TYPICAL I _ _ 0 FRONT PORCH 4 P.C. SLAB OVER STEP FOOTING - I - - _ J o I r° & (2) #5N EBARS. KEYWAY I I 2" CLEAN SAND .( OVER 6 MIL. I-I- - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - � -I -I `� TOP of FTG. I- - - I I _ _ - VAPOR BARRIER I'•7-1 TOP OF FTG. L 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - -�- - -I LI - - - - _ «. '- - - - - -L - -' (' A SECTION rB SECTION 8 1/4"=1'-0" 8 1/4"=1'-0" W 1 3/4" x 14" LVL RIDGE N TYPICAL 6 WALL W 2 x 6 COLLAR TIES ® 32" O.C. n 11 7/8" TYPICAL STANDING SEAM U Q Lo 12 2 x 10 R.R.'S ® 16" O.C. TJI FL. ROOF CONSTRUCTION: CONSTRUCTION: L Cn O - a J_J JOISTS TYPICAL ALUMINUM ROOFING PANELS TYPICAL SIDING AS NOTED OVER "IYPAR" W U� 12 �- 12 AS NOTED OVER 15# BUILDING FELT HOUSEWRAP OVER 5/8" SHEATHING OVER 2 x 6 OVER ICE SHIELD OVER 5/8" CDX STUDS 0 16' O.C. W/ R-21 HIGH DENSITY 12 PLYWD. SHEATHING OVER RAFTERS FIBERGLASS BATT INSULATION AND 1/2" GYPSUM 2 x 10 R.R.'S -r ` AS NOTED WALLBOARD, TAPE & SPACKLE. (!) I— z ® 16" O.C. 2 x 8 NAILER 5/8" TYPE 'X' W FIRE RATED 11� O - \ 12 SHEETR CK AS 0 TOP OF KNEE WALL ICE SHIELE UNDERLAYMENT REQUIRED FROM 2'-p» ATTIC 9 2 x 4'S PER CODE z Z „ MIN. - ®16" RO.C:'S ® 16" O.C. W 18 x 35 STEEL CONSTRUCTION: MIN. — LOWEST EDGE OF ROOF TO A POINT 24 12 W MIN. (® 7 PITCH OR LESS) FROM FACE OF 4 GIRDER 0 EXT. WALL INTERIOR AS PER N.Y.S.R.C. SNE�LO SPLIT ELEC. I (2) 24 PLT TYPICAL ASPHALT ROOFING SHINGLES AS Lo 905.1.2 (TYPICAL) SCE KNEE AIR HANDLER x . NOTED OVER 15# BUILDING FELT OVER U 0 / WALL #2 I I ON C.J.'S II I ICE SHIELD OVER 5/8" CDX PLYWD. BATT 2 8 NAILER II II 3"x 3"x 1/4" STRUCT. SHEATHING OVER RAFTERS AS NOTED TOP OF PLT. BOT. OF C.J.'S . - - II STL. TUBE COL. WALL BEYOND (2) 1 3/4"x (2)2x10 _TOP OF PLT ® GABLES 11 BOT. OF HDR.'S 9 1/4" LVL 2 x 8 C.J.'S HDR. HDR. ® 16" O.C. (3) 1 3/4" x 11 7/8" FLUSH ROOF HDR. I I ~ o CX135-3 CX135-3 ` \ O STEEL GIRDER I I LINE OF o ROOF BEYOND W n 2 x 10 LEDGER BD. W/ 5Da6 I I BUILD-OUT DETAIL TA I L A35 CLIPS ® EA. R.R. pBL. BEDROOM #2 2868 LOFT I I o 1 N $ � a ; 12 I I ro 1 3/4" x 7 1/4" LVL RIDGE r- a 8 3/4"=1'-0" 2 x 8 R.R.'S 4 p ® 16" O.C. R-21 TJI/SOLID I I R-21 BATT BA BLOCKING I I TT \ FLYING qS REQ'D. \\ \ GABLE -FL. HANDRAIL NOTE' TOP OF SUB-FL.TOP OF SUB 11 7/8" TJI / 360 F.J.,s r j® 16" O.C. 11 7/8" TJI/230 F.J.'S 0 16" O.C. _ \ ALL HANDRAILS & GUARDRAILS SHALL TOP OF PLT. — _ TOP OF PLT. COMPLY W/ N.Y.S.R.C. R-311 & R-312 TOP OF PORCH GIRDER I (2) 1 3/4"x (3) 1 3/4"x I I I 11 7/8" LVL (2) 1 3/4"x § 3' HIGH BOT. OF HDR.'S M 14 LVL HDR. )- HDR. 9 1/4_LVL BOT. OF HDR.'S TYP. RAIL — 1'-3" I 2 x 6 C.J. S HDR. (3) 1 3/4" x 9 1/2" O.H. ® 16" O.C. I LVL PORCH GIRDER W/ I 5 - SIMPSON H2.5A CLIPS I I 4" P.C. (3) 2 x 10 GIRDER s J = 0 EA. R.R. I I : o LANDING w v w ON GRADE \ a o N POST WRAPPED I J I ( v I I \ O TOP OF TYP. WALL o COVERED 4PFGP GREAT solo COVERED I I �_ ; 0- — �i I co N W/ 1 x VERSATEX i i — 5070 o PORCH I I N X GRADE TRIM W/ 1 x 6 CAP PORCH 120611 — I ROOM I 2870 DBL. FOYER DBL. 0) o_ I & 1 x10BASE (TYP. FOR 4) I I ) I I TOP OF CELLAR (3) 2x10 HDR. II STONE ON 4 ENTRY END WALL z STONE OVER 4" P.C. I I P.C. PORCH SLAB I I \//\\ \\ i / M TYP. HANDRAIL O 3 PORCH SLAB W/ 12" 36" L.P. ON COMPACTED I I / \� z GAS F.P. FILL Z ~ J TOP OF SUB-FL. HAUNCH 0 REAR & SIDE TOP OF tO TOP OF SUB-FL. - o Q q Q SLAB oCOMPACTED 1111 7/8" TJI / 360 F.J.'S - ® 16" O.C. - 0 6 FILL TREAD � C ( TOP OF WALL i �\\ _ TOP OF WALL o 3osa f, 0 // R-38 :i \ - - - \ \\ - U) \ R-38 N , TOP OF WALL JI \ \ - - - - - - // / BATT / " BATT y \//\\//` I- %/ //\ '4 TOP OF WALL r P.C. STEPS & ^ 4'_0 �? i 1 2 SHEETROCK ® PATIO \ �' \\ LEAN \i/\\\ 0 CELLAR CEILING (3) 1 3/4" x 11 7/8" \ \�/ \/\\/\\/ - - ® FRONT PORCH ~ 4" P.C. LANDING / / r LANDING U �' f A, COMPACTED / /\ AS PER N.Y.S.R.C. LVL GIRDER 22- 27 o \ \ FILL i\\/ 302.13 (SEE PLAN /. I \/\\/ I 3" P.C. CURB PROTECT WOOD IN / M 7, r _••l;t I 1 \/�\\ PROTECT WOOD IN \ . I / CONTACT WITH � �� CONTACT WITH �/ ." . I _ '- •',' F.D. - � ',',.�-,�'� !�• / w CONCRETE W p - - - - - - - c CONCRETE W [ ( / TOP OF FTG. cS /r Ld = ICE-SHIELD FLASHING I 3 1/2"0 STRUCT. I ICE-SHIELD FLASHING I = (n o d _ _ _ _ _ _ _ `� plo.13 , `j ;; d ® REAR PATIO I I a cn L 4"0 PVC PIPE _ CELLAR A501 GRADE B STL I o 1 L - -I j o, o I - - - I COLUMNS ON A 1 CLEAN I 'a) o `� TO DRYWELL L_ L ) _I ~ OF I- P A C r I 36" x 36" x 12" COMPACTED a TYP. _ - _�`� - o •' TOP OF FTG. _ r - -I rr L - - - P.C. FTG.S W/ #4 I FILL I I REBARS ® 6" O.C. I' I TOP OF FTG. PITCH 1/8" / FT.t - - - - - 1 L - - 2" CLEAN - - - I ® FRONT PORCH TYPICAL -1 I I EA. WAY I DAMPROOFING -I DATE OVER 6 MIL. I ( •' • - � o 11 /9 /2 2 STEP FOOTING - -I L - _I VAPOR BARRIER - - J I 1 TOP OF FTG. MAX. - - L i r - I` I - - - N TOP OF FTG. i I — — — — � 0 AS PER OWNER 5/14/24 PAC 30• I- - - I I- - - - I - - - - -1- - -I SHEET 2 2 CELLAR ENTRY STAIR DETAIL Q FOR BIDS 5/24/23 PAC rc SECTION 8 8 FOR H.E.R.S. 4/3/23 PAC 11 FRAMING NOTES:- TABLE R507.9.1.3(1) TABLE R602.3(1) TABLE R602.3(1)-continued TABLE R602.3(1) EMAIL: DECK LEDGER CONNECTION TO LAND JOIST°•° FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info@cgarten.com (Deck live load=aD pal,deck deed load=10 psf,snow load 5 40 psf) NUMBER AND TYPE ITEM OF FASTENER DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER" ` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'"` SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS '"•° SPACING AND LOCATION GRADE NO. 2 OR BETTER. CONNECTION DETAILS V and less 6'1"to 8' V1'to fly16'1°to 17 12'1"to 14' 14'1"to 16' 16'1"to 16 16d common(31/,"x 0.1621) 16"o.c,face nail Floor On-center spacing of fasteners Roof Bottom plate to joist,tint joist,band joist or 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8' MIN. THICKNESS OR AS 4-8d box 2'/,"x 0.113' or 14 blocking not at braced Wall panels) 16d box(3'/,"x 0.135);or �,r 3-16d box(3'/,"x 0.135');or inch diameter lag Screw with / inch ( _ � e( F' ) 12 o.e,face nail 24 .. subfloor to joist or girder I „ Blind and face nail NOTED. !2 tin' 30 23 18 15 13 11 10 3"x 0.131"nails 2-16d common(3( x 0.162') maximum sheathing"' 3-Rd Common(2'I,"x 0.131');nr � 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box 3'i,"x 0.135"•or 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. '/ inch diameterholt with'/,-inch maximum 36 36 34 29 24 21 19 3-1 Od box(3' x 0.128`);or 3-16d box(3'/,"x 0.135');or 3 each 16"o.c.face nail 25 2"planks lank&beam-floor&roof ( )' ALL EDGES OF PLYWOOD To BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathing' 3-3"x 0.131"nails Bottom plate to joist,rim joist,band joist or I „ , , 1 (P ) 2-16d common(3'/,"x 0.162' At each bearing,face nail SUBFLOOR TO FLUOR JOISTS. � 15 blocking at braced wall panel) 2-16d common(3/, x 0.162�,or 2 each 16 o.c.face nail � /z inch diameter bolt with I-inch maximum 36 36 29 24 21 18 t6 4-8d box(2'.i "x 0.113')•or b( p ) 4-3"x 0.131"nails 4 each 16"o.e.face nail 3-16d common(3'1,"x 0.162') sheathing` 2 I n 4. ALL HEADERS 6'-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0- AND FbrSh i inch=25.4mm,i foot min,I and per square 3-8d COmmOm(2,, x 0.131');or 4-8d box 2'/"x 4-10 box(3 x O.l2R ),or OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN p" 1 2 Ceiling joists to top plate „ Per jDist,toe nail ( 2 0.113�;or 26 Band or rim joist to joist „ „ End nail a.Ledgers shall be flaahed in accordance with Section R703.4 to revert water from contacting the house bandoist. 3-I Od box(3 x 0.12R');Or I ,r , 4-3 x O.131 nails;or ON DRAWINGS. 6 P t 1 3-16d box(3/, x 0.135);or b.Snow load shall not be assumed to act concurrently with live load. 3-3 x 0.131 nails t rr r 4-3"x 14 a.staples.1/ "crown c.The tip of the tag screw shall fully extend beyond die inside face of the band joist. 4-8d common(2/, x 0.13 I );or Toe nail £' p 16 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE 4-1 Od box(3"x 0.128');or 4-1Od box(3"x 0.128');or Nail each layer aS follows:32"o.c. d.Sheathing shall be wood structural panetor solid sawn lumber. Ceiling joist not attached to parallel rafter,laps over 20d common(4 x 0.192'1;or y RESIDENTIAL CODE OF N.Y.S. OR AS NOTED ® 8-0 O.C. MIN. PROVIDE 2 SPACE FOR gJ p t ( "" 0.162');or Face nail 4-3' 0.131"nails z C.Sheathing shalt be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to/,•inch thickness of stacked washers 3 3-16d common 3 i� x 'x AIR CIRCULATION IN ROOFS. shall be permitted to substitute for up to'1.inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. partitions(See Section R802.5.2 and Table R802.5.2) " ' 16 Top or bottom plate to stud at top and bottom and staggered. w I- 4-3 x U.131"nails 3-16d box(3'/2"x 0.135');or 1 Od box(3"x 0,12$');or 24"o.e.face nail at top and bottom 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. 4 Table R80252 F nail face na.Ceiling joist attached to parallel rafter(heel joint) 2-16d common(31i2"x 0.162%or Trod nail 27 pp Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides . U 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON (see Section R802.5.2 and Table R802.5.2) 3-10d box(3"x 0.128');or layers And: DRAWINGS. TABLE R507.9.1.3(2) ( 4-1 Od box(3"x 0.128');or 3-3"x 0.131"nails 2-20d common(4"x 0.192');or Q PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 5 Collar tie to railer,face nail or 1 /4' x 20 ga,ridge strap to 3-1 Od common 3"x 0.148' •or Face nil each railer 3-1 Od box 3"x 0.128";or Face nail at ends and at each splice LLJ B. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL rafter ( �> 3-1Od box(3' x 0.12$)•or ( ) C r�J MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 4-3"x 0.13]°Ila1lS I 3-3"x 0.1 31"nails v CONNECTORS BY SIMPSON OR APPROVED EQUAL. 17 Top plates,laps at corners and intersections 2-16d common /,"x 0.162');or Face nail � TOP EDGE BOTTOM EDGE ENDS ROW SPACING 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A Ledger' 2 inches' 31,inch 2 inches' I`/x inches" 3-16d box nails(3'/,"x O.135');of 3-3"x 0.131"nails 4-16d box(3'/,"x 0.135');or ~ Z 00 MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL Rand Joist' 3/ inch 2 inches 2 inches" Is/ inches' 3-I Od common nails(3" 0.1491); 2 toe nails on one side and 1 toe nail 3-8d box 2'/,"x 0.113' •orsupporting3-16d common(3'/,"x 0.162);or 1= x 0 ( 2R Ledger � �• strip 'oists o BE GALVANIZED. 6 Rafter or roof truss to plate or on opposite side of each ratter or 2 „ g p J r rafters 4-1 Od box 3"x 0.128' •or At each joist or rafter,face nail For Sl:1 inch=°5.4 min, rr 8d common(2! x 0.131');Or ( )+ W 4-1Od box 3"x 0.128);or truss' 18 1 brace to each stud and plate zFace nail x " = O '�h a.Lag screws or bolts shall be staggered from the top ut the bottom along the horiumlul inn of the deck ledger in accordance with Figure R507.9.1:i(1). ( rq 2-1 Od box(3"x 0.128');Or 4-3' O.I31 nails LL to 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 ® 4' O.C. EXTERIOR EDGES. 4-3"x 0.13 t"nails / � n- b.Maximum S inches. 2 staples 13/ ' "x c,For engineered rim joists,the manufacturer's recommendations shall govern. p 4 2-1 Od box(3 0.12R'),or 2-$d common < _ 4-16d 3/ x 0.135' :or l 29 Bridging or to;oist nn 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED ' g' I 'g g g g 1 t „ „ Each end,toe nail L.L ~- d.The minimum distance from bottom row of lag screws or Mats to the top edgy of the ledger shall be in accordance with Figure k507.9.1.3(1). ( z �. 3-8d box 2/ x 0.113 'or (2!, x Q•131';or 2-3"x 0.131 )nails Q HURRICANE TYPE CONNECTORS BY SIMPSON OR APPROVED EQUAL FOR TIMBER PILE 3-I Od common(3"x O•]48');or ( 2 I �' O FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 4-1 Od box(3"x O.l2R`);or Toe nail 19 1"x 6"sheathing to each bearing 2-8d common(2'/, x 0.131`);or SPACING OF FASTENERS O t"7 Face nail L� 2-1 Od box(3"x 0.12$' •or DESCRIPTION NUMBER AND I- O Z O )r ITEM Intermediate 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails 2 staples, 1"crown,16 ga.,13/4"Ion, OF BUILDING ELEMENTS TYPE OF FASTENER'- Edges s supports"," / n � � 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED By TRUS JOIST MACMILLAN to minimum 2"rid e beam (Inches) �/ ) �/ CD ~ TJI-SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL ALL AS PER MANUFACTURERS g 3-16d box 3 r2 x 0.135 );or i " (Inches) 0 z STAGGER FASTENERS t , , 3-Rd box(2/, x 0.113);or E RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING ' IN 2 ROWS 2-16d common(3 i,' x 0.162);or " Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing Q End nail 3-8d common(2'/,"`x 0.131 );or (see Table R602.3(3)for wood structural panel extertorwall sheathing to wall framing] = < LL•1 PERIMETERS, HANDUNG, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER 3-3"x 0.131"nails 6d common(2"x 0.113')nail(subfloor,wall)' MANUFACTURERS RECOMMENDATIONS. ® ® ® `5.5 MIN.FOR 2 x 8' *DISTANCE SHALL BE PERMITTED TO 3 Staples, I"crown,16 ga., Pi,"long 30 jJ "_t/ Rd common(2'/,"x 113'I' nail too or RSRS- 6 12f U 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS s°MAx wan 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail " 2 1 �� �'7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS 01 (2"! x O,l 13')nail(roof, 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO HAVE 2 ROWS OF 1/2'0 ® ® ® 0 REDUCED TO THAT pF LAG SCREWS 16dcominon(3'/,"x0.162') 24"o.c.face nail l rr , " GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2" TO ATTACH 2 X 8 LEDGERS TO 2 X 8 4-Rd box(2'/,"x 0.1 13 or Rd common nail(2'/,"x 0.131");or RSRS-01; WIDE OR LESS TO HAVE 3 ROWS OF 16D COMMON GALV. NAILS ® 12" O.C. 2"MIN. 2 IL BAND JOISTS. R Stud to stud(not at braced wall panels) 10d box(3"x 0.128');or 3-8d common(21/,"x 0.13 V);or 31 "is,"-1" 6 12' ' LAG SCREW OR BOLT 3/4"MIN. , r 16"o.c.face nail „ , (2'/g x 0.113 )nail(roofy LEDGER - 3' x U.131 'nails 3-1 Od box(3 x 0.128),or 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2.0 GALVANIZED CARRIAGE 16d box 3'i,"x Q135";or 4 staples,1"crown,16 ga.; t 3/4"long 32 1'/ "_11!" I Od summon(3"x 0.148'1 nail;or BOLTS ® 16. O.C. Stud to stud and abutting studs at intersecting wall confers x ( ) 12"O.e.face nail " ° Rd(2'/2"x 0.131')deformed nail 6 12 For SL finch=25.4mm' � 3' 0.131"Halls Floor 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS ® FIGURE R507.9.1.3(1) (at braced wall panels) Other wall sheathing° HEADERS SHALL BE 2-2x4 OR 2-2x6. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 16d common(3'12"x 0.162'1 16"o.c.face nail 4-8d box(2"'2„x 0.113),or 3-8d common(2'12"x 0.131');or It," cellulosic fiberboard 1,/2"galvanized roofing nail,1,"head 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL 10 Built-upheader 2"to 2"header with " 16d common(3/,"x 0.162') l6'o.c.each edge face nail 21 Joist to sill,top plate or girder Toe nail 33 2 diameter,or 1�4"long 16 ga.staple with'/16"or 3 6 ' ( 2 spacer) 3-]Od box(3'x 0.12R");or sheathing I"emi in 16d box(3'/,"x 0.135'1 12"o.c.each edge face nail 3-3"x 0.131"nails 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE "CATS" ® MID-SPAN. '-si "structural cellulosic 13/ " ' ' 5-Rd box(2'/,"x 0.1 l3');or I ,r x „ 3c 4 galvanized roofing nail, /la'head diameter, ' $d box(2/> U.113) 4 D.C.toe nail 34 fiberboard sheathing " 3 6 11 Continuous header to Stud 4-8d common(2,,"x 0.131');or Toe nail g or 1 i,'long 16 ga.staple with '/i, or l'crown 4-10d box(3"x 0.128') 22 Rini joist,band joist or blocking to sill or top 8d common(2'/,"x 0.13 V)•or 1:, plate(roof applications also) IOd box(3"x 0.128');or 6"o.c.toe nail 35 '/,"gypsum sheathing, ,"galvanized roofing nail;staple galvanized, 7 7 16d common(3'/,"x 0.1621 16"o.c.face nail 3"x 0.131"nails 1 !, long;1/, screws;Type Vlr or S 12 Top plate to top plate 1 Od box(3"x 0.129");or t sr ,. 13/" galvanized roofing nail;staple galvanized, SHEAR WALL SEGMENT DETAILS: 12"e.c.face nail 3-Rd box(2/2 x 0.113.1 Or 36 a gypsum sheathing s a to s , P 6 , 7 3"x 0.131"nails I 1 !x long; I-/x' screws,Type W or S 2-8d common(2/, x 0.131);or „ 23 1"x 6"subfloor or less to each joist „ - Face nail Wood structural panels,combination subfloor underla meat to framing 8-16d common(3,, x 0.162),or 3-10d box(3 x 0.128),or P Y g 12-16d box(3'1,"x 0.1351;or Face nail on each side splice end joint 2 staples,1"crown,16 ga., 1% long 3 ( ) 13 Double top plate splice (minimum 24"lap splice length 37 /4'and less 6d deformed 2' x 0.120"'nail;or 6 12 / / Rd common(2.2 0.131 )nail - 0 box 3"x 0.128" RATIO LIMITS = H L < 3.�/2 RATIO LIMITS = H L < 3,/2 ( );or r x L = (SEE PLAN) L = (SEE PLAN) 12-3"x 0.131"nails each side of end joint} (comirrued) WOOD FRAMED WOOD FRAMED 38 7/n_1,r Rd common(2'%,"x 0.131')nail;or 6 12 PLYWOOD LEGNTH WALL ASSEMBLY PLYWOOD LEGNTH WALL ASSEMBLY s Rd deformed 2'! "x 0.120' nail (continued) ( z ) 39 11/8"_')/4" IOd common(3"x 0.148")nail;or 6 12 Rd deformed(2'/,"x 0.120')nail For SI: I inch=25.4 mm,I foot=304.8 mm,I mile per hnur=0.447 tors;I ksi-6.895:NIPa. DOUBLE TOP DOUBLE TOP PLATE PLATE (continued) TYP. 2 x 6 D.F. STUDS ENERGY NOTES: O 16' D.C. TYP. 2 x 6 D.F. STUDS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE 5/8' CDX PLYWOOD O 16' O.C. AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED To DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE SHEATHING (WOOD STRUCTURAL o ENERGY EFFICIENCY REQUIRED BY THIS CODE. PANEL) I = "CATS" AT MID-SPAN / AIR BARRIER & INSULATION INSTALLATION- 0 ~ 0D SOLID BLOCKING m SEAMS 2. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION II ¢ FLOOR & ROOF DIAPHRAGM ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 II Q = 3 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE = 3 'CATS' AT MID-SPAN / BRACING DETAIL: CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SOLID BLOCKING O SEAMS COMPONENTS AND VERIFY COMPLIANCE. o Bid COMMON NAILS m 4' O.C. EDGE A CONTINUOUS AIR BARRIER SHALL BE AND 12' O.C. FIELD MIN. INSTALLED IN THE BUILDING ENVELOPE. Bd COMMON NAILS O 4' O.C. EDGE o 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 ® 3" OR GREATER IN AND 12' O.C. FIELD MIN. DIAMETER, AND R-6 ® DUCTS LESS THAN 3" IN DIAMETER. GENERAL THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE BOTTOM REQUIREMENTS CONTINUOUS AIR BARRIER. USED AS A SEALING MATERIAL xo PLATE 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BOTTOM RIDGE BE SEALED. PLATE OVER 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED SILL PLATE �„- - - BOX BM. / RIM JST. CEIUNG/SOFFIT SHALL BE ALIGNED WITH THE CORNER BLOCKING 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSULATION AND ANY GAPS IN THE AIR BARRIER THE )NSULAT10N IN ANY DROPPED r HOEDOWN 2 BAYS BACK J CEILING / ATTIC SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH THE ' O LOCATION J 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED MATH ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. Q WALL DOORS TO UNCONDITIONED ATTIC SPACES CORNER P.C. FOUNDATION WALL ® 48" O.C. HOEDOWN w 5/8' CDX PLYWOOD R-3 MINIMUM. W STRAP = SHEATHING (WOOD STRUCTURAL SHALL BE SEALED. (R-18) LOCATION 1 - STORY 0 PANEL) ATTIC z 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. L J CAVITIES WITHIN CORNERS AND HEADERS OF FRAME 10. EQUIPMENT SIZING - PER ACCA MANUAL S. BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING ry NOTE_ "CATS" AT MID-SPAN / THIRD PARTY HERS RATER. PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL Q 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED SOUD BLOCKING O SEAMSNN WALLS THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR PLATE R ADAQUATELY BLOCKED AT JOINTS. 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN w < If) 2. HOLDOWNS REQUIRED AT ALL CORNERS OF STRUCTURE, SEE (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT U W DETAILS ON PLANS. 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, CEILING WITH THE AIR BARRIER. 3. REFER TO THE NAILING AND STRAPPING DETAILS FORA JOISTS MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO z � CONTINUIOUS LOAD PATH. SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS LI__� � x- 2 - STORY VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING THE OWNER OR BUILDING DEPT. SHALL BE SEALED. FIRST SECOND FLOOR RIM JOISTS RIM JOISTS SHALL INCLUDE THE AI BARRIER. / 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED R_18 RIM JOISTS SHALL BE INSULATED. z PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. V) FLOOR FRAMING CAVITY INSULATION SHALL BE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOUNG SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH 0 ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SU13FLOOR DECKING, OR FLOOR FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY FRAMING CAVITY INSULATION SHALL BE PERMITTED TO z 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE GARAGE AND CANTILEVERED EXPOSED EDGE OF INSULATION. BE IN, CONTACT WITH THE TOP SIDE OF SHEATHING, �- Z R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR FLOORS W BLOCKING OR CONTINUOUS INSULATION INSTALLED ON THE 2 BAYS BACK GYPSUM WALL BOARD. UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM Q If) ® 48 O.C. THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR 0 _ VJ_ FRAMING MEMBERS. Lo VAPOR U CO 0 INSULATION SHALL EXCEPTION: EXPOSCRAWL SPACE WALLS SHALLED EARTH IN UNVENTED BE COVERED WITH A CLASS II ES INERE DLLIN ES PERMANENTLY NTLY ATTACHED TO TO BRACE THEE GABLE ENDWALL OR WHEN A HIP ROOF RETARDER AD OF FLOOR WHEN AN AT FLOOR OR CEILING DIAPHRAGM IS USED RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING THERMAL MOISTURE PROTECTION NOTESDUCTIS NOT REQUIRED. SHAFTS, PENETRATIONS SHAFTSHOPENING TO XTERI RAR UN, AND FLUE CONDITIONED SPACE SHALL BE SEALED. 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, T TO FIT. BE CU BAiTS IN NARROW CAVITIES SHALL REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. INSULATION THAT ON INSTALLATION READILYCONFORMS TO THE AVAILABLE CAVITY SPACE. 2 x 10 R.R.'S MANUFACTURED THIN-PROFILE ATTIC VENTILATION 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEAUNG SHALL BE PROVIDED BETWEEN THE ® 16" O.C. BAFFLE ® EACH RAFTER BAY (FULL WIDTH) TO GARAGE AND CONDITIONED SPACES. PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS NTH TYP. SPRAY INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT INSULATION VALUES: CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. D CDX PLYDOOD SHEATHING OPEN CELL SPRAY FOAM = R-3.5 1" 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF Pict � / CLOSED CELL SPRAY FOAM = R-7.5 / 1" BUILDING PAPER. BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, �Q / ^ �'�� 3" MIN. CLOSED 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING COR ONFORMS TOAVAAI.ABLE INSTALLATION HALL EXTEND Q Q CELL SPRAY FOAM USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEHIND PIPING AND WIRING. INSULATION (R-7 / 1") 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR (n AT TOP OF PLATE PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. _ OR TUB. \ SOLID BLOCKING B. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q 1/2" SHEETROCK 2 x 4 INTERIOR WALL HOT-DIP GALVANIZED, MILL PHOSPAHTTZED. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND BETWEEN ROOF 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTTiiOUS MATERIALS OR DISSIMILAR EXTERIOR WALLS BRCS ALED OXES SHALL BEICAL OR �NSTALLED.N BOXES OR W- - RAFTERS TYP. 1 I t 1 2 x 8 BACKING STUD TO METAL Q HVAC REGISTER BOOTS THAT PENETRATE PROVIDE NAILING AND 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED C.J.'S SPACE FOR INSULATION OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOR OR DRYWALL ® 16" O.C. R-21 HIGH-DENSITY ° ;; ti i FIBERGLASS INSULATION 11. INSTALL TYPE 15 FELT( PER 'UL- STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY So AS TO FORM A 0 W GATT ® WALL CAVITY WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET Z u i JOINTS. O 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. (n Z ABOVE AND BELOW ALL TRIM. R-30 FIBERGLASS �x----------------------------- N o Z LLB INSULATION GATT C) 04 - 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT I- Q _ THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q 0 AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE U tf) (/) EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, p z 1/2" SHEETROCK VENTED SOFFIT TYP. D / t� CAULK, ADHESIVE OR �v y/\ R-21 HIGH-DENSITY 2 x 6 WALL STUDS BIATR ® WALL CAVITY INSULATION SEALANT ® ALL JOINTS AT 2 2- 27 ® 16" O.C. TYP. /\�� r ;�4 EXTERIOR WALL PLATES & INSULATION & VENTILATION NOTES: SHEATHING TYP. 1/2" CDX PLYDOOD SHEATHING 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OFDRAWN BY ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. ha Vtt gLT+ .�.�1, 2. ALL PENEiRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED PAC Gy' �,';y,r,_=l COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. INSULATED CELING CAVITY DETAIL EXTERIOR INSULATED PERPENDICULAR 1F`�' ' 3. ALL CAW AN AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED �r%' -_ ` DATE WINDOW AND DOOR USE. tJr �t•\�' � 11 /9 /2 2 WALL INTERSECTION DETAIL -- 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. 1 1/2"-1 g-Ofg 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAPIER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED 0 AS PER OWNER 5/14/24 PAC SHEET# 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY 'AIR VENT . 7. ATi1C PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. FOR BIDS 5/24/23 PAC 9 10 FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: ICE SHIELD Info©cgarten.com FROM EAVE'S EDGE TO A POINT AT \ LEAST 24 INSIDE THE EXTERIOR WALL LINE �2 1 BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE BY OF BUILDING (SEE R905.2.7) l I SINGLE PORTAL S I OTHERS SEE PLAN FOR BATT INSULATION R-VALUE \ DOUBLE PORTAL SYSTEM ROOFING AS NOTED 15# BUILDING FELT HEADER SIZE SHOULD BE WALL SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. �- THICKNESS X 12" MIN. DEPTH SIMPSON CS20 EACH RAFTER T HEADER SIZE SHOULD BE WALL I 1 CONNECTOR WITH 4 8D I AT BEAM TO STRAP(MIN) THICKNESS X 12" MIN. DEPTH \ Z COMMON NAILS LSTA24 � � \ 18-10d NAILS ' � Lj__j (SEE WFCM TABLE A-3.4 / 8' MIN. 16'4" MAX I ��� 8' MIN. 16'4" MAX II 0 M 1/2" PLYWOOD SHEATHING / I I , � Q I (3)— ­ (3) AT SUPPORT POST TO \ / U W 00 CONTINUOUS VENTED SOFFIT \ I STRONG WALL POST I :. \ Z 1 1 I F__� In \ � 77 2 x6 DOUBLE TOP PLATE ��� % _ I�� I� LLI — w o /� HEADER SUPPORT POST \ TI = Y 0- L0 1 x 6 FASCIA BY OTHERS 1/2" / "- 1ROOF FASTENING ZONES FOR WIND UPLIFT " �� ��/,= o U J o G.W.B. I /� COLUMN BASE ° - O Z co SIDING PER OWNER �� _ _ �� +� �` �� (� 0 VAR R I ES 15# BUILDING FELT OR "TYVEK" HOUSE WRAP BY OTHERS _ .� - ry 1/2" PLYWOOD SHEATHING '$` ^$$° Q w 13 ROOF SHEATHING FASTENING SCHEDULE REGION NAILS PANEL ROOF FASTENING ZONE LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) ( 121 SINGLE AND DOUBLE PORTAL ASSEMBLY � / = UPLIFT COMMON PANEL FIELD 6 6 6(b) SCALE: 1" 1'-0" (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING 2"x6" WOOD STUDS ® 16" O.C. AT GABLE END WALLS R-19 BATT INSULATION. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE AIR SEAL DETAILS FOR ADDITIONAL NOTES AT GABLE END WALLS 0 0 0 0 0 0 0 0 0 0 0 ° 0 00 0 0 0 0 0 0 0 '0 0 0 0 0 D a ° o ° CONTINUOUS 2„x6„ o 0 0 0 SILL PLATE 0 ° 0 00 0 — A LTS12 0 0 0 0 3 O O O O O O O O O O O O O O 12-10d NAILS 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LSTA21 0 ° E 16-10d NAILS 0 0 0 0 0 0 C o 0 0 0 0 0 B a 0 ° ° 'qOOF SHINGLE NAILING PATTERN ° ° 1 1 FOR HIGH WIND F 5 6 1. (6)NAILS PER SHINGLE 2. (1 NAIL ON EACH END 1" IN FROM THE EDGE w & (1) ON EACH SIDE OF THE CUTOUT H4 1.. VALL SHEATHING NAILING PATTERN 4-8d 14 NAIL j SIMPSON STRONG TIE HTT22 & LSTA 21 0 1. SHEATHING TO BE INSTALLED WITH 6d NAILS w Q L0 • . LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS U w 0 NAILING & STRAPPING AT • • / 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES z (n SILL SEALER AND TERMITE SHEILD 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD LIJ Nj 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS BASEMENT MAX. 3'-0" O.C. '': � . � �(SEE WFCM TABLE 3.28 & 3.2C) NAILING SCHEDULE B 'r'� • wiz a EXTEND BOLTS MIN. 7 INTO FDN `' : ;• ry 0 WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION SEE DETAIL #6 1- PAGE D-1 z TO EACH BOLT ROUG A B C D E F , 'r• � z w VAPOR BARRIER OPENING '• j _ � � 2'-0" 2 (1) 2X4 1 1 1 1 •°' ; 0 Ln 8" POURED CONCRETE :1••• .' . TABLE A— 3. 6 U 0 FOUNDATION WALL ON 10" x 20" 4'-0" 4 (1) 2x4 2 2 2 2 • •• • `•POURED CONCRETE FOOTING ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1 4"X20 GA FOR 130 MPH 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 CONTINUOUS 2"x4" KEYWAY 8f-0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' — 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13 V E A D E R ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) I I \,_ / SIMPSON STRONG TIE HTT22 & LSTA 21 12'-0" 12 (2) 2X6 1 5 5 5 5 d � 4 0 A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING To ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ROOF RAFTER TO RIDGE WITH (4) BD TY�I �WALL S E C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO COMMON NAILS 8 END OF HEADER AT EACH SIDE C EACH SIDE OF STRAP SCAL SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS)F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO (SEE WFCM TABLE A-3.6) END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE J HD Q INSTALL WASHER --- HERE, TYPICAL I w STUDS —_—_—_ Q p Use every other nail hole CUT II rorg in a row to provide the LENGTH C�3 W II code—required minimum END z II FLOOR center—to—center LENGTH 12" MIN. TYP. Z JOIST Simpson Strong—Tie spacing for nails V O (n II II ° , FLOOR JOISTS BRACING Q 0 Q r�;. " 4 CLEAR �p z SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED " SIMPSON STRONG—TIE TB27 (3) 8D COMMON NAILS SPAN UNDER MUD SILL TYPICAL AT EACH STUD. ALL STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE .\ © EACH SIDE OF STRAP FASTEN ® EACH END OF STUD W/ 3 8—D NAILS THREADED = NSTALL �; �''<, OW»4 PER W.F.C.M. TABLE A-3.4 AS PER W.F.C.M. TABLE A-3.4 ROD = WASHERS ;t..s. ;";,, '�°^" HD —� I „ c / 2- 27 _= Simpson Strong—Tie ` 1`ATM/ I /\ \, FLOOR WALL ASSEMBLY TO FOUNDATION STORY TO STORY HD2 Simpson Strong-Tle END 6 HOLD DOWN ANCHORS DRAWN BY Rim Joist Installatlon STHD14RJ Provide minimum 7" LENGTH 12 MIN. TYP. (,. I �� �� end distance e. 5 Equal number of I �' "�`' '/ P A C - . ; SIMPSON STRONG-11E HD specified nails impson Strong—Tie 6 CORNER HOLD DOWN ANCHORS �� in each end CS Coiled Strap rI SIMPSON STRONG—TIE y No. 18488 0" DATE 3 STUD TO STUD CONNECTION 11 /9 /22 SHEET SIMPSON STRONG—TIE CS Q AS PER OWNER 5/14/24 PAC # 0 FOR BIDS 5/24/23 PAC 10 10 FOR H.E.R.S. 4/3/23 PAC 11 LINE OF 35.0' MAX. G. HEIGHT — —� _ _ EMAIL: - - - - - - - - - - - - - - - BLDG. \ info@cgorten.com 14 4 / W-UL \ w ~ G%14-3 C%Ia J e— / 2 � \ I Q w / Z00 Ln Li 10 -- L� EL cr c%], i C%2. 6070 oe� TOP OF AVERAGE - © SUB-FL. EL I GRADE O U -► O r j 27.5' EL 27.65' I— O Z cD _ Ln 'CD EX. AVERAGE I I _ -- — -ll- — — — -H -- � II I = Q w -" GRADE U EL 20.88' T - - - - - - - - - , � - I I I I I LINE OF APPROX. L - 50.0' I AVG. EX. GRADE H L - - - H - �� _ _ _ - _ - - I — C - - PROPOSED - - - - - - - - - - - - - L_ _ T - - - - - _ _� T - __ - - - - I I- __=_- T _ - _ LINE OF 35.0' MAX. BLDG. HEIGHT i - - - - - - - - - - - - - - -L -� 1 - - - - - - - 1 C- - - - - - - -1-1- - - - - - -L�- - - — — — — — / PROPOSED FRONT ELEVATION / - 1/811=1'-0" (NORTH) / \ / - Q4 \ ,2 / 1.-0. FLYING / GABLE x]3y I I / 4 4 ' lOP OF 9l9-Fly _ \ 1 CWI3 .31 I 0 ~WS,A,1 TOP OF O SUB-FL. EL EX. AVERAGE ' 71W OF S,e-Ft 27.5' _ AVERAGE GRADE - I GRADE EL 24.2' EL 24.53' LINE OF 35_0' MAX. BLDG. HEIGHT 24.25' I I I L-- �jj I - - / PROPOSED LL - - I I --1 L � — — — — — — — -mr aF sae— — — _�_ —r■ J PROPOSED / \ RIGHT SIDE ELEVATION > / \ 1/8$1=1'-0" (WEST) ry I� / \ W In / U z W,2 \ Li C 2J 0 = �— 1... CA73. WIJS C%IJy-] C%IJy-J \ 'n Z e � z O.N. o I w \ 0 � � EX. 1EMP C%23 CWISJ C%2J iMG 80611-P MFGP 120611 AVERAGE ( TOP OF %z. GRADE SUB-FL. EL EL 27.65' 27.5' ,p a� — • A/C A/C I U i1 UNIaTJ/2 O I ru — -L- /�I I ' AVERAGE GRADE - - - - I� II I II II I �T_ IT- I— EL 20.88' _ I L J I - 50.0' - - - -�- - - - - �- III I I I r/ II I - - I rrj I LINE OF APPROX. ' PROPOSED I - I �LJ f OFa., / - 1i AVG. EX. GRADE -1- - - - - - - - - - - - - - - - LI� L - - - - - - - - - - - T -_rY -F - - - - C 44.75' (: PROPOSED z O 1— LINE OF 35.0' MAX. BLDG. HEIGHT Q REAR ELEVATION - - - - - - - - - - - - - � w 1/8"=1'-011 (SOUTH) / \ w / \ � A, C _ / 2 \ cz v m� C� Q � / 4 . � �4 w \ No. 18-48II � CD / \ - - / \ Q U) / CS; 4 I / - 0 H. E 22- 27 I o TOP OF SUB-FL. EL o IF EX. 27.5' AVERAGE Ex P A C GRADE ( ® ® ® AVERAGE EL 24.53 - GRADE - —I -T —I- -� EL 24.2' DATE 064 —�r ----- -- -- _- _- _- _- _��1 •--�II r 4/22/24 Jr , _ rs1.o' SHEET# PROPOSED - - - - - - - - - - - - - 24.25' L _ J PROPOSED LEFT SIDE ELEVATION (EAST) 11