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TOWN OF SOUTHOLD tr `" BUILDING DEPARTMENT 14 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50597 Date: 4/26/2024 Permission is hereby granted to: Molloy, James 14 Bulson Rd Rockville Centre, NY 11570 To: construct additions and alterations for an elevator lift and to legalize "as built" alterations to an existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 350 Sailors Ln, Cutcho ue SCTM # 473889 Sec/Block/Lot# 111.-14-37 Pursuant to application dated 3/19/2024 and approved by the Building Inspector. To expire on 10126/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $271.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $275.00 CO-ADDITION TO DWELLING $100.00 Total: $646.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 -` Telephone (631) 765-1802 Fax (631) 765-9502 bttps://www.southoldtownny.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 5 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ` Date: j_iH-0, OWNER(S)OF PROPERTY: Name: 4� y SCTM#1000- 111 - 1q-37 Project Address: 3� S�c.aIZS L,�r,IC GurcFF ,ram ,�/� /113; Phone#: 'Slb, 3qh Email: !{Mop{-v"YSRDC���,co�-t Mailing Address: CONTACT PERSON: Name: C�cGtz ,�loc�oy Mailing Address: 3h� 5��,,oCc� �.,,�i-I`� LvTLrlor�uv,. �✓y i1`l3ti Phone#: S1(�, Email: 4.�tcwo`J��L���Ap`.«,-I DESIGN PROFESSIONAL INFORMATION: Name: 5OFF 2,A,gAj Mailing Address: 2i�, ro,6-Nc 1=c �v�F1v� �l.iE�H�Al� r/Y It-rot Phone#: C-SI. 727. Email: 'S�2e�o C� f-ts,J, LDXA CONTRACTOR INFORMATION: Name: Mailing Address: /c���2 Phone#: G"3�, �-7 w2�� Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure paAddition JEWteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes • o Will excess fill be removed from premises? ❑Yes ViNo 1 PROPERTY INFORMATION Existing use of property: F,6 b( TI/k�- Intended use of property: 12E5)p6977AI- Zone or use district in which premises is situated: Are there any covenants,and restrictions with respect to �,�� RES pEffTi�l i-2o,<fG this property? ❑Yes MNo IF YES, PROVIDE A COPY. ❑ Check Box After : The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to,admit authorized inspector:on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: Date: g pp 3� ��- to STATE OF NEW YORK) .6 SS: COUNTY OF ) A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AC4-M i Mcr ZA e (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this a Y EVAN ZIEGLER Notary Public NOTARY PUBLIC,STATE OF NEW Y 4 Registration No.01ZI0011993 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION Commission E pile 8/15/2027 (Where the applicant is not the owner) I, 0t4 O' residing at 3 Sb 5,& . 4.. � 4.V re-�i - do hereby authorize A,. to apply on my behalf to the Town of Southold Building Department for approval as described herein. .. 2023 Owner's Signature Date !� (ZgA A40L-'--01,( Print Owner's Name 2 w y Generated by REScheck-Web Software Compliance Certificate Project Molloy Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 135 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Solar Ready: false Has Charger false Has Battery: false Has Heat Pump: false Electric Ready: false Responsive Water Heating: false Construction Site: Owner/Agent: Designer/Contractor: 350 Sailors Lane Gloria Molloy Jeff Zahn Cutchogue, NY 11935 350 Sailors Lane Jeff A.Zahn,Architects Cutchogue, NY 11935 215 Roanoke Avenue 516.395.9160 Riverhead, NY 11901 gmolloy590@aol.com 631.727.0544 jazcad@msn.com MENOMONEE= Compliance: 0.0%Better Than Code Maximum UA: 40 Your UA: 40 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck.Each slab-ors-grade assembly In the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements, Envelope II . . . . Assembly or Cavity Cont. Pr . er meter Ceiling Flat: Flat Ceiling or Scissor Truss 47 30.0 0.0 0.035 0.026 2 1 Wall:Wood Frame, 16"o.c. 540 15.0 3.0 0.061 0.060 32 31 Orientation: Unspecified Window:Wood Frame SHGC: 0.28 18 0.300 0.320 5 6 Orientation: Unspecified Floor:All-Wood joist/Truss 32 30.0 0.0 0.033 0.047 1 2 Project Title: Molloy Residence Report date: 03/15/24 Data'filename: y Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Molloy Residence Report date: 03/15/24 Data filename: Page 2 of10 ar REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspectlon/Plan Review Value Value Complies? Comments/Assumptions & Re .iD. 103.1, ;Construction drawings and ;❑Complies 103.2 documentation demonstrate a❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal i❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and , Complies 103.2, i documentation demonstrate J❑Does Not 403.7 ,energy code compliance for ❑Not Observable i I[PR3]1 lighting and mechanical systems. ' 1 ;Systems serving multiple "EINot Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 403 7, sized Heating and oling equipment errACCAM Manual S based is HeatinBtu/hrg Btuu/hrg ❑Do slakes e p Not [PR2]2 !on loads calculated per AC'CA Cooling: Cooling: ❑Not Observable ; V,I Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact('Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 Data filename: 'Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below �❑Not Observable: grade. ❑Not Applicable r 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products' ;❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 IAir barrier and thermal barrier G❑Complies [FR23]1 installed per manufacturer's T]Does Not instructions. ❑Not Observable '❑Not Applicable 402.4.3 Fenestration that is not site built '❑Corplies [FR20]1 is listed and labeled as meeting ?❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ,[-]Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. �402,4,5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish a❑Does Not ^and labeled to indicate :52.0 cfm leakage at 75 Pa. , ❑Not Observable ' t]Not Applicable i 403.3.1 ;Supply and return ducts in attics „❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where < 3 inches. Supply and [ Not Observable; return ducts in other portions of ;❑Not Applicable ;the building insulated >= R-6 for r diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ,❑Complies [FR13]1 boxes are sealed with ❑Does Not ,joints/seams compliant with ,International Mechanical Code or ❑Not Observable 'International Residential Code,as ❑Not Applicable �a plicable, r 403.3.5 Building cavities are not used as '❑Complies [Fi215]3 ducts or plenums. ❑Does Not 1'❑Not Observable ❑Not Applicable 403.4 !HVAC piping conveying fluids R- R- I❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not ,below 55 °F are insulated to >_R- j <�F 3. ;❑Not Observable -. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Com lies [FR24]1 piping. ❑Does Not ❑Not Observable ;❑Not Applicable 403.5.3 `Hot 3 �P pipes i es are insulated to R- 1 R- `�'Cornplies [FR18] Does Not as ;❑Not Observable 1 ❑Not Applicable 6 f 7_7 403.6 ;Automatic or gravity dampers are" i 0Com p lies [FR19]2 �mstalled on all outdoor air � � �, ,,, /, ,��i" ,,,,,,,,,,,,,,� /"""� �❑Does Not ;Intakes and exhausts. Not Observable " ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 111 High Impact('Tier 1) 2 ..Medium Impact("Tier 2) 3 1 Low impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 " Data filename: Page 6 of10 Section plan s Verified Field Verifled # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .1D 303.1 Al installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not j provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R R- ❑ omplies See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable i ❑Not Applicable 303.2, Floor insulation installed per ;❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor; ❑Not Observable framing cavity insulation is in ;❑Not Applicable contact with the top side of sheathing, or continuous = insulation is installed on the underside of floor framing and extends from the bottom to the Atop of all perimeter floor framing members. 402.1.1, Vall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2'5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [ [IN3]1 ±exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable a❑Not Applicable Additional Comments/Assumptions: 11 high Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 Data filename: Page 7 of10 Section Plans Verified Field Verifled # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Ceiling insulation R-value. R-, R- ❑Complies See the Envelope assemblies 402.2.1, ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ❑Not Applicable [Fill ; ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 j Blown insulation marked every 1❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ;❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable 1 ❑Not Applicable 402.2.4 Attic access hatch and door R- R- (❑Complies [FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable �402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ;ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 4 11 03.3.3 Ducts are pressure tested to cfm/100 cfm/100 ElComplies [FI27]1 %determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a '[:]Not Observable pressure differential of 0.1 inch ❑Not Applicable ,w.g.across the system including ,the manufacturer's air handler enclosure if installed at time of ,test. Postconstruction test:Total ,'leakage measured with a pressure differential of 0.1 inch rw.g.across the entire system including the manufacturer's air handler enclosure. j 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 :❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable Rests,verification may need to ❑Not Applicable %occur during Framing Inspection. [124].2 1 by handier at<=2/o of d ElComplies 1 leakage9 Does Not design air flow. ❑Not Observable r ❑Not Applicable 403.1.1 Programmable thermostats , r❑C'oplies [FI9]2 I installed for control of primary r j❑Does Not j heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications, ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ; ❑Complies [FI10]2 on heat pumps. y ElDoes Not ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water �������iii1 °% ;�'❑com lies [Fl11]2 ;systems have automatic or oes Not ;accessible manual controls. ❑Not Observable ; ❑Not Applicable , 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 Data filename: I a I Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [F125]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table [-]Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat 'TIComplies [F126]2 through one-or two-pipe heating N❑Does Not systems have outdoor setback control to lower boiler water °❑Not Observable temperature based on outdoor `❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ; ❑Complies [FI28]2 have a circulation pump.The "E❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal .for hot water demand within the occupancy.Controls automatically turn off the pump ':when water is in circulation loop is at set-point temperature and no demand for hot water exists. ` 403.5.1.2 Electric heat trace systems ,❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable F desired water temperature in the j =piping. 403.5.2 Demand recirculation water ElCoplies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. F z 403.5.4 Drain water heat recovery units �,❑Complies [FI31]2 tested in accordance with CSA ;❑Does Not B55.1. Potable water-side pressure loss of drain.water heat ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 t90%or more of permanent - C Complies [F16]1 lfixtures have high efficacy lamps.- ❑Does Not ❑Not Observable ❑Not Applicable F 404.1.1 !Fuel gas lighting systems have ❑Complies [F123] no continuous pilot light „ ❑Does Not ❑Not Observable ` `i H❑Not Applicable 401.3f YCompliance certificate posted. "' t%� °°� �%���������' ❑Complies [F17h i , ,,,,� �� �oi�, ElDo :s Not i 8 I w j i �❑N Ot Observable ME , d 4,, „✓�//,��, „ ,. �, � ,,,�;�� ���,%��%g;jj k❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Molloy Residence Report date: 03/15/24 " Data filename: Page 9 of10 Section Plains Verified Field Verified .ii]M Final inspection Provisions Value Value Complies? COMMents/AsSUMptions dSs ii«e 303. Manufacturer manuals for ;Elcomplies IF11813 mechanical and water heating E)Doe Not systems have been provided OWot Observable l_li'Jot Applicable Additional Comments/Assumptions: 7 High irrr rrrpact(Tier'2) 3 Lovv irrapact C'Ti'er 3� Project Title: Molloy Residence Report date„ 0 /` 5/ ;4 Data filenam6: Page 10 off, IECC Energy Iwency Certificate �I �(j Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door Heating System: Cooling System: Water Heater: Name: Date: Comments STATE OF NEW YORK 1 WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE k Y In.Legal Name&Address of Insured(Use street address only) lb. Busi 'ems Telephone Number of Insured 631-521 1661 CJ&K Builds Inc lc.NYS Jdemployment Insurance Employer 238 North Country Rd Registration Number of insured Miller Place,NY 11764 Work Location of Insured (Only required if coverage is Id.Fede�aJ Employer Identification Number of Insured specifically/united to certain locations in New York State, i.e., a or Social Security Number Wrap-Up Policy) 88-078501 r 2.Name and Address of the Entity Requesting Proof of 3a. Nam f Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Farm Faint Casualty Insurance Co 3b.Polio Number of entity listed in box"la" 3104W6 3 Town Of Southold-Building Department 3c. Polio'y „ffective period Town Hall Annex 03 01/2024 03/01/2025 54375 Main Rd to PO Box 1179 C Southold,NY 11971 3d. The ry,prietor, Partners or Executive Officers are 1J inil gded. (Only check box if all pariners/officers included) X Rill e eluded or certain partners/officers excluded. u , This certifies that the insurance carrier indicated above in box "3" insures the b si ess referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance p liicy). The Insurance Carrier or its licensed agent will send this Certificate of insurance to the entity listed above as the certificate hot Je° in box"2"„ T he bnsurance Carrier will also notify the above certificate holder within 10 days IF, licy is canceled due to nonpayment q%premiums or within 30 days IF there are reasons other than nonpayment of prendums that c�a cel the policy or eliminate the instrred t om the coverage indicated on this Cerlificcrte. (These notices mci)I he sent by regitlar rncril) IOtherwise, this Certificate is valid far one year after this form is approver/by the insurance carrier or its licensed agent, or ul tip the policy expiration date listed in box "3c whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated,on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder, the busi ss must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized rpof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compettsa Ion Law. Under penalty of perjury,I certify that I am an authorized representative or It eltsed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: —Kirk Associates LTD ` (Print name of autitorized represcatative or licensed ag nt f insurance carrier) m Approved by: "ailksLT D. 3,13/2024 (Sigoatu ') (Date) Title: Manager Agent Eric Kirk Telephone Number of authorized representative or licensed agent of insurance cam f:� 631-727-7767 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us 1 i 1 b I 'o I CERTIFICATE OF LIABILITY IN�URANCE F DATE(MMIDDIYYYY)03/13/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS Nb RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR AL;Eli 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. l P IMP RTANT: If the this certifcate does not certificate onfer holder hts to the certificate holder in lieu of suchend rseme t ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,sub ect to the terms and conditions of the ICies may require an endorsement. A statement on I PRODUCER CONTACT Kirk Associates LTD _631 _ y,NA*,�. Eric Ki' PHo'mIE 7767 FivC mNo_631 727 7941 �s _ � _ .. __._.. .1. } _ m 18 First Street _h klrk.a�C�s)AFFORDI _ �` } n-natlonal.com �..._..,,,...,..., ,...._.�..,..- ......m.—.—,. ... INSURER B y..,�AFFORDING GOVECe Cc _........ ._.,........ .._ NAIL/Riverhead NY 11901 u+suREreA: Farm�=a II Casuall Insurer � � 13803 INSURED CJ&K Builds Inc INSURERC: 238 North Country Rd INSURER 0: INSURER E: � Miller Place NY 11764 COVERAGES CERTIFICATE NUMBER: k REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED E INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRAOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICCB;DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED B P41D CLAIMS. PE OF INSURANCE . POLICY NUMBER SR L ICYEFF POL.ICYEXP' ._..�...._ ._.._®_.®.._....�,..,_ .�,�_. ...�._ all tN "....,_-_. LIMITS TYPE A COMMERCIAL r3ENE AL LIABILITY X x 3103L7894 02/24/202 02112412025 s I OCCURRENCE S 1,000 000 EACH OCCU _ CLAIM ADE _...1._ .. �..._ ( ��nctivr gn ... ti_.__w ._ X_' Contractual Liability _MED EX a, one2erson)_ s 5,000 PERSONAL 6 ADV INJURY s — 1,000 000 GGE�EN'L AGGREGATE LIMIT APPLIES PER: !!!I' GENERAL AGGREGATE $ _2,000,000_- POLICY1-:1 ECTD LOC PRODUCTS_pCOMPIOP AGG S 2.000 000 _. OTHER: S AUTOMOBILE LIABILITY WBINED S94GLIEI.,. S ANY AUTO � � BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS V BODILY INJURY(Per accident) S HIRED NON-OWNED PERTYOAM�E S _ AUTOS ONLY AUTOS ONLY (PIMr adder111 UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS UAB CLAIMS-MADE AGGREGATEv S ._. DIED RETENTIONS S $ WORKERS COMPENSATION X 3104W6235 03/01/202 0310112025 .X PER E ANYPROPRIE ORIPAR NERIEXE-1— E _ .10 .`.�, EMPLOYERS'LIABILITY Y I N T ATI,/T OFFICERIMEMBEREXCLUDED7 © ..NIA ;L EACH ACCIDENT S 1 OO OOO (Mandatory in NH) E.L.DISEASE EA EMPLOYEE S 100,000 0 yyccs,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 II u DES RIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remerb Schedule,may be attached N mr{re 4pace is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED i P CERTIFICATE HOLDER CAND'ELI.,ATIO Town Of Southold- Building Department SHOULD ANY OF T E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex- THE EXPIRATI BATE TH€REOF, NOTICE WILL BE DELIVERED MI 54375 Main Rd ACCORDANCE THE POLICY PROVISIONS. Po Box 1179 AUTHORIZEDREPRESE ATIVE Southold, NY 11971 i Kirk Associates lltdi I 0 1 II -2015 ACORD CORPORATION. All rights reserved. ACORD 25(20111103) The ACORD name and logo are registered rear is of ACORD V W.P 9b"oLk G''f MTTY. HEALTH DEFAR MW O tiA'I3 D. RE17. Tim r-=rr iR::r&)IY - .e been 4 d .12 44 L h to s.90PiA. 4 ,L4 P o-7'76P— �' U � cP. � �"'vy • I Q` ? wh f-A rip '"AAOL I VACR/V-r E , ce h 4 41 jZ 30,.E 'J' • SDK144 Nj Q o 3 /f CL 3d3 n / 01 U 'ti ro 00 ). D Q G Ci u 1 tr -' ►la. ' ,yp/vSE/✓ �� +,•- �,��_�> �FTr1/h' ,a ,�ar�M � �,� «KNC2 4 ' U� t•,a /J r /Pf vEo 1:Ati'T Ci�TCiIOC•iJr, TURN- MAP OF laT{Opf:t2TY 5'iTtIATN, AT NASSAt1 PnTNT,THC)i» ;,t7FF+OI.1r. COUNTY , � St1tV1 Ft ANT) pF NEW Y( " . )L G UAItA N'PFED TO A1.F.'( f:ZNAS 1E MAi'13F.I;N f'.rTNA.S (w-Lr-F.) , ALSO Tt) SI:CU4tT'CY TITLE,E GUARANTY COMPANY � AI,SU To l 1Z].VLitNi:AU SAVTNrS RAI31( _ SURVEY MADE A PHII, b� t y74 BY 22067 e MNDFORD NY. � c,oMP�ErED I CQ/✓ST,eeICT/Oi✓ S ? d7 = 3'/, yS7 JF q iP E A OF P� a �E w . 5 5 t��t.HL fxrc�' ' „ .. f�r/A L. S cr�2 � E Y ��"��P� cT.q ��, •� s ���F Jee S dC �� Lao �GQG� l9 Lao�oLao LaG3C�G;]�4C�C�4 uON &1116. Rl 0 -o.&N- D 0 S ��� aoaaoa�La�ac�L� TH INT RIOR A T RATIONS FOR G31]MC G3G;]GLaD9 aim uOO v, mm U�3�oD��lo0�4 S N T-A H IV-.lL 0 0 Y I D E / s J \6�.010� s `�• NOTE: ALL GONSTRUGTION WORK SHALL BE DONE IN ACGORDANGE WITH THE REG2UIREMENT5 OF THE TOWN OF 15LIP / g AND THE FOLLOWING: N. THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORKSTATE ���n n�❑ ENGINEERED STRUCTURAL COMPONENTS AS PER A5GE -7-10 l�J CODE COMPLIANCE: 12-15-23 ISSUED FOR OWNER THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NY5. ALL DETAILE5 AND INFORMATION HEREIN IS GERTIFIED BY THE LISTED DESIGN PPROFE55IONAL AND IN GOMPLIANGE WITH THE REVIEW FOLLOWING: I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES / �9 2. 2020 NY5 UNIFORM GORE SUPPLEMENT 3.s IEGG 4. ENGINEERED STRUCTURAL COMPONENTS PER A50E '7-10 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS ti ` THERE SHALL BE NO DEVIATION IN GONSTRUTION PREGTIGE FROM THE REQUIREMENY5 OF THESE DOCUMENTS. ,0,bf V-5 MATERIALS 5HOWN AND SPECIFIED ON THESE PLANS HAVE BEEN GH05EN BASED ON PREFROMANGE DATA AND MANUFAGTURER5 REGOMMENDATION5. AND 5UB5TITUTION5 WILL BECOME THE BURDEN AND RE5PONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING y �c�` PROCEDURES, INGLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. AREA OF WORK �p1. $' ALLOW. 17Er-LEGTI0N5 Or- STRUGT. MEMBERS (YA81.L R301'f) EXIST. rYp STRUCTURAL MEMBER ALLOW. DEFLECTION \ 2 STORY FRAME g$' RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED GEILINO ATTACHED TO L/180 DWELLING EXIST. ASPHALT RAFTERS DRIVEWAY INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED GEILIN05 L/360 ALL OTHER STRUCTURAL MEMBERS L 240 Q� EXTERIOR WALLS WITH PLASTER OR 5TUGGO H/360 EXTERIOR WALLS - LOADS WITH BRITTLE FINISHES L/240 EXTERIOR WALLS — LOADS WITH FLEXIBLE FINISHES L/120 NOTE: L=SPAN LENGTH, H= SPAN HEIGHT. I,�I}� IV ^� A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.77 TIMES THE GOMPONENT AND CLADDING LOADS FOR THE PURPOSE OF ®Y �41 S �O lI 7AC7 I }� I FORMA7I ®N 4- DETERMINING DEFLECTION LIMITS HEREIN. OWNER'S NAME: THOMAS 4 GLORIA MOLLOY B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. ADDRESS: 350 5AILOR5 WAY, GUTGHOGUE, NY II935 \ ���j PHONE: (5103C15-a160 v CLIMATIC, AMP C F—OGRAPH I G I7r=S 1 C N GRI Tr=RI ATA5Lr U � m EMAIL: I5MOL.LOY5900AOL.GOM R301.2(I) (SUFPOLfG COUNTY) Lu GROUND WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE < - SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN DESIGN BARRIER FLOOD AIR FREEZING MEAN �I �I SPEED(MPH) WIND DEBRIS CATEGORY Weathering Frostlinedq* Tertnile �P REQUIRED HAZARDS INDEX ANNUAL I � F O 5 5 I O I �A L 5 T A 7 I N 7 LOAD EFFECTS REGION ZONE TEMP r FOR I O� �O� G O P L I A I C 20 130 MPH NO NO 1 mile from MODERATE V I cast F1 B SEVERE BOF 3 FTBFG TO HEAVY SEE BELOW YES NO 599 51 V J U n/ z TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUGH PLANS MANUAL .1 GRITERI —� w AND 5PEGIFICATION5 ARE IN GOMPLIANGE WITH THE CURRENT NY5 ENERGY CODE. ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE f I� FACTOR TEMP COOLING O </ Ov 108 FT 41'N 15'F 86°F 1.00 70'F 75'F 55°F �/ \\3�1 COOLING TEMPERATURE WIND VELOCITY WINDVELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY O DIFFERENCE HEATING COOLING WET BULB O , TA L O � I M I 5 I O N A L O U L A T I O I 5 11°F 15 MPH 7.5 MPH T2°F MEDIUM(M) g0yo 32 GR�50°k RH O J--ln l 1 Lu CLIMATE ZONE IS 4a ' I I ILul — TOW�1 OF 50UTHOLL / FOR SI:I POUND PER SQUARE FOOT=0.0479kNh.OZI MILE PER HOUR=1.6091vnh ±+-4 WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE WEATHERING COLUMN SHALL BE DISTRICT 1000,SECTION 111,BLOCK 14,LOT 37 a. FILLED IN WITH WEATHERING INDEX(le.,'NEGLIGIBLE','MODERATE'OR'SEVEREJ FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE RR3012(3)]. m J.J t' , THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 6Z C 73,C90,C 129,C216ORC652. w-1 SINGLE FAMILY DWELLING ZONE-CR-60 EXISTING PROPOSED b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOWFINISHGRADE. MINIMUM LOT AREA 40,000 34,462.57 S.F. NO CHANGE c. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'VERY HEAVY','MODERATETOHEAVY',OR'NONETOSUGHT'INACCORDANCEWITHFIGURERR3012(6)DEPENDINGONWETHERTHERE o❑ �— HAS BEEN A HISTORY OF LOCAL DAMAGE. NOTE: d. THE JURISDICATION SHALL FILL TIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SLIGHT TO MODERATE'OR"NONE TO SLIGHT-IN ACCORDANCE WITH FIGURE RR3012M DEPENDING ON WETTER I 20% 7.58% NO CHANGE MAX. LOT COVERAGE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. � 0 INFORMATION TAKEN FROM SURVEY e. THE JURISDICATION SHALL FILL TIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE RR3Dl2(4)]WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON Ell MINIMUM WIDTH 150' 165.00' NO CHANGE SITE.SPECIFICBASISINACCORDANCEWITHRR30121A_ — PERFORMED BY METHOUDIU5 G. O �1 !� f. THE JURISDICATION SHALL FILL TIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR301221. �. NEMSGH IGK L.S. P.G., DATED I-S-I a7-1 THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH A THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM DATE OFADOPTION OF THE FIRSTCODE HEIGHT / N0. OF STORIES 35' / 2 26'-3 5/16" / 2 NO CHANGE •r' 9 ( > OR ORDINANCE FOR MANAGEMENT QF FLOOD HAZARD AREAS),(B)THE DATE(S)OFTNECURRENILYEFFECTNEFfRM AND fBFI(OROIIiER FLOOD HAZARD MAP ADOPTED flY THE COMMUNITY,AS MAY BE MINIMUM FRONT YARD DEPTH 50' 117.3' NO CHANGE AMENDED. h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. �ycf` TAX MAP NO. 1000-III-14-37 WINTER DESIGN TEMPERATURE: MINIMUM SIDE YARD WIDTHS (SINGLE / TOTAL) 15'/35' 30.4' / 84.85' NO CHANGE • INTERN)RSPACESINTENDEDFORHUMANOCCUPANCYSHALLBEPROVIDEDWITHANINDOORTEMPERATUREOFNOTLESSTHAN68°FATAPOtNT3FEETABOVETHEFLOORONDESIGNHEATINGDAY PF2@4IR07#o 2352 • SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,MINIMUM 75'COOLING REAR YARD 50' 39.5' NO CHANGE • DEGREE DAYS(NY LaGUARDLA)4811,WINTER DESIGN TEMP 15'F,DRY BULB 89'F,WET BULB 75'F(20201PCAPPENDIX D) ASPER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE R-40" ZONE I • USE C FOR BOTH SOUTH SHORE AND FIRE OLAND @ Fg) [OLL,[Eg PROJECTS-2352 R YN I N�a I N r=X T-I.DWG DWG. INITIAL LATEST 15SUANGE DDa lM%i 0Gr1C�a#o NO. DRAWING TITLE ISSUANCE REVISION NO. 4 DATE T-1 TITLE SHEET 12-0-23 RS LANE 350 SAILu'b N-1 NOTES 4 SPECIFICATIONS 12-18-23 '*�' U T "�' HA-1 SCHEDULE, NOTES 4 DETAILS 12—IS-23 u u uUENEW R K Y 0 11935 A-2 REMOVAL PLAN 4 NOTES 12—IS-23 � ' A-3 FLOOR PLANS 4 NOTES 12-18-23 A-4 SECOND FLOOR PLANS 4 NOTES 12-18-23 r DECEMBER 8TH9 2023 A-5 ELEVATIONS, SECTION 4 NOTES 12-18-23 MOo13 1 O� 1 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. ROOFING: A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30 A.S.F. UNDERLAYMENT. INSTALL WITH 4 D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. . ENDING : COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 3 FLASHING SEE NOTE BAN BELOW. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH 'NITH THE FOLLOWING MINIMUM STRUCTURAL , 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. diElpip Q° mmil mao& AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: L%1m@ ]p4[Wff B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT 2119 G OOCs\li [m G.W19HUE CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. nowEnIn ig e o g Bfly q T gm 9 E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 6�flo���o�g44 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. Q3CQdo THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY 1 TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 2• JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED SERVICES PROVIDED 70 THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD D. BOLTS IN WOOD FRAMING: RESIDENTIAL CODE OF NEW YORKSTATE. BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE nn nn 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, Q. X 516 AND GONSTRUGTION.WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 12-18-23 ISSUED ON. PERMITS FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED A. 1/2 AND 5/8 DIAM. BOLTS - 2-1/4 S / NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20 , AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 1. SHALL BE OF STRUCTURAL GRADE STEEL. SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: DIVISION 9 - FINISHES 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. . BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 14 TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS PROJECT IS BEING BUILT. TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) ENDS OF MEMBERS. DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL 1. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: PROVIDE #4 REBAR AT 2'-0" O.C., 1'-O" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEEROF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL PER CUBIC FOOT). I 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3. THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE OF B. PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ITS MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUM UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE ® 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK w z FOOTINGS 3,000 1/2"-1" 4"f1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. U 0 m SLAB-ON-GRADE 2,500 1/2"-1" 4"t1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X12 3. INSTALLATION: Li Z WALLS 3,000 1/2"-1" 4"t1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. Z GARAGE SLABS & EXTERIOR SLABS 3,500 1/2"-1" 4"f1" w/ 5% L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. W Q - I-- AIR ENTRAINMENT " .. Q J 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12 ABOVE FINISH FLOOR AND 12 -0 O.C. HORIZONTALLY. ALL RECEPTACLES Q \ U 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN F--I T- H BUILDINGS. 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. W L,.. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. W U 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. _J 0 Lv LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A Q SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT B. REINFORCING STEEL: OR CELLAR. O O Q 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: z 1. UNLESS OTHERWISE NOTED BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS LET INTO STUDS OR WITH 4 X 8 O (Y) V 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF � � � (� BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE SCHEOODESHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING (�J LJ 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) 2. LAP PLATES AT ALL CORNERS. z ~p INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. oo DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN 0. FIRE STOPPING: INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" � O IW1 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. @ TT A. FOOTINGS: 3" P. ALIGNMENT: d F B. BEAMS AND COLUMNS: 2" v C. SLAB: 3/4"COLUMNS: MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4 AT INTERIOR FACE: 3 AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR 5UPERCEEDING REQUIREMENTS) pG30d1E@4#o 2352 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO '- ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q PARTITIONS: [pOd[Ro PROJECTS-2352 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-I DWG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". DG3Q�0 nMC�#o 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. RECOMMENDATION. MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. M r� M 2 0' -1 �M��LI MOoo TABLE 5.1 FASTENER 5GH>=DUCE FOR STUGTURAL MEMBMS �� I I �CS I �►®� JOINT DESCRIPTION NUMBER AND TYPE OF NAIL SPACING FASTENER ROOF FRAMING Rafter to jo2 Plate Toe-mile 3-8d per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU65LA5 FIR-LARCH clellincl Joist to Loj2 Plate Toe-nailed 3-Sd per lol5t STRUCTURAL GRADE NO. 2 OR BETTER. G-,Illncl Joist to Parallel Rafter Face-nailed 416d each lop 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Gellincl Joist Laps over Partitions. Face-nalled 416d each la 3. ALL 5HEATHIN6 TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. Collar Tle to Rafter Face-nailed 48d er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O.G. Blockln to Rafter Toe-nailed 2-Sd eat end ALONG EDGES 4 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. Rim Board to Rafter nd-nailed 2-I6d each end 4. USE SOLID BLOCKIN6 OR X- BRAGIN6 BETWEEN ALL JOISTS ® b'-ON MAX. 5PAGIN6. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. To Plate to To Plate Face-Halle 2-I6d er foot 6. ALL FLUSH VV. CONNECTIONS TO BE FASTENED i-i/RATED 6ALV. METAL CONNECTORS BY 51MP50N (OR EQUAL). �il� G3�aC�l� G1°�ICa�C To Plate at Intersections oe-r�alled 416d olnts - each side NOWIE12 ] s D g HEW�'j(0 MM ��f ° o jJ Stud to Stud ace-nailed Ibd 24" o.c. Header to Header Face-nolle 2-Irod Ib" o.e. oloncl edq2s O A z I NO N®T 5 " Top or Bottom Plate to Stud d-nalle 2-I6d I per 2x4 stud 3-16d per 2xb stud 4I6d er 2x8 stud WINDOW5 /5L. 6L. DOORS A5 MANUF. BY AMERICAN CRAFTSMAN W/ RM0 Bottom Plate to Hoor Joist,Band ois,Endjoist or Bloc ace-Hal eel per foot IN50L. GLA55, IMPACT RESISTANT 4 DESIGN PRESSURE RATED AS REQV 51MPSON L5TA 30-05A. , FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- RIDGE STRAPS AT EA. � Joist to Sill Top Plate or Girder Toe-Halle 4 PROVIDE PRECUT, PREDRILLED PLYWOOD,7/I6" THICK.8d er INCLUDE ATTACHMENT HARDWARE: RAFTER. Bridging to Joist (Toe-nailed) eac 2-8d h eotst nd 2 1/2" NO.& HP. SCREWS ® 16" O.G. F/SPANS LE55 OR EQUAL 4 FEET OR Blocking to Joist Toe-palled 2-8d each end a 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, / \ f3lockinq to 5111 or To Plate oe:-nailed - each block AND ® 12" O.G. F/ 5PAN5 BETWEEN 6 4 8 FEET. 2"x4" COLLAR TIES AT Ledger 5trl to Beam Face-nailed 3-Ibd each joist / \ 1 Joist on Led er to Beam Toe-nailed 3-Sd er oist 16" O.G. �" DOWN Band Joist to Joist End-nailed 3-Ibd per joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS r r Band Joist to SIII or Top Plate 7"oe-Hallecl,) efr joist WITH OWNER. „ „ „ BETWEEN RIDGE AND 2 x 6 RR 0 16 O.G. GEILING JOISTS. ROOF SHEATHING OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. Structural Panels Sd 6 ed e /ro field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT TYP. ROOFING Pia clonal Board eheathi FROM WEATHER, ETC. (VERIFY DETAILS) + + + + I"xb" or I"x8" 2-Sd per support I" MIN. AIR SPACE + + + + I"xl0" or wider 3-ad er support ABOVE IN5UL. CEILING SHEATHING I ( �gypsum Wallboard 15d coolers edge / 10" field �I WALL 5HEATHIN6 D 5 I O I �► C 17 I A : 1/2" G.W.B. UNWED �� Structural Panels 8d 6 ed e 12 field Fiberboard Panels `G�`G� '7/I6" bd 3" edge /6" field R-6 In RI61D INSULATION 25r32" 8d 3" edge /6" field AMERICAN FOREST AND PAPER A55OGIATION (AF$PA) WOOD FRAME GONSTRUGTION MANUAL FOR R-21 12-0-23 ISSUED FOR OWNER sum Wallboard 5d coolers '7" ed e / 10" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) INSULATION �I I REVIEW Hardboard 8d 6" ed e / 12" field I I 5UL. RAFTER Particleboard Panels 8d b' ed e / 12" field Diagonal Board 5,heat in 11kb" or 1"x8" 2-8d per support GROUND 5NOW LOAD 30 P5F I"xl " or wider FLOOR SHEATHING 3-8d 2er tMeort WIND 5PEED : CUMHOG UE 130 MPH (3 SECOND OUST) LAG BOLT NAILER W/ (2)5tructural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) 3/8"(D x 4 I/2" BOLTS ® 32" O.G. I" or less Sd b" edge / 12" field SEISMIC DE516N CATEGORY C reater than P IOd b" ed e /6 field Pi nal Board Sheathing WEATHERING AREA SEVERE TE60 EA. R.R. TO 2"x8" NAILER I"xb" or I"x8" 2-&d per support TYP. EXT. x O ICE SHIELD YES or wider 3-8d per support WALL (2 x4" R001- SHINGLES I FROST LINE DEPTH 31-O" IN ATTIG " 6aly.stl. min. 12 ga. shank w/a min.WWI dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY �./�I�l I�l. T I��J 5PAGE5) " Asphalt roof shingles through tie roofing materials and a min. of 3/4" Into roof sheathing and shall roofing manufacturer and provide no less than 4 fasteners per strip shingle.. DECAY AREA SLIGHT TO MODERATE Nailing requirements are based on wall sheathing nailed 6"on center at the panel edge. If wall sheathing Is nailed WINTER DE516N TEMP 11 3"on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. 2 When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be ® I " reduced to I-I6d null per foot. REFERENCE R302A Wall and telling finishes not Including trim, door,and window frames shall have a flame-spread classification of not greater than 200. Wall and telling finishes shall MAINTAIN In CLEAR have a smoke-developed index of not greater than 450. FOR VENTILATION. R302.14 Combustlble insulation shall be separated a minimum of 3 inches from NOTCH RR F/ O N ,A N®T 5 recessed lighting fixtures, fan motors, and other heat-producing devices or SHEATHING separated in accordance with the conditions stipulated In the fixtures listing. TEGO Recessed lighting installed in the building thermal envelope shall meet the EA. J5T. 2- SIMPSON "H2" I. All work shall comply with the 2020 International Residential Code for one requirements of Section NI102.4.5 and CONNECTORS ® 16" O.G. two family dwellings, the 2001 Wood Frame construction Manual and the A5CE-7-05. R308 blazing at hazardous locations shall have glazing protection in conformance (ONE EACH 51PE) Contractor shall coordinate any and all Inspectlons as required to obtain certificate with r3O8. In general, glazing in all doors and fixed side panels, Glazings less than 211x6" of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. blazing within 24" arc of doors in closed R-30 INSUL. G.J. 2. All work shall comply with the New York State Energy Conservation Goole. See position with sills less than 60" above floor. 61azin95 over cl square feet and less note 5. than 18" above finished floor. &lazin near stairways/landings. See complete text of 3. All electric work shall comply with the National Electrcce Code. Electrician shall R308.4. Glazin for specifics on locations and exceptions. p obtain fire underwriters certificate for all electric work and shall submit to owner. g pTYP. ROOF, TIES: Provide all outlets and jurction boxes required for all appliances, pumps, equipment, R308b Skylights and sloped glazing shall comply with this section and have fully SIMf"'ON "HT' I'-`{" etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. SIMPSO TOES ® I6" O.G. U.N.O. jacks, T.V. cable lacks, eta:. with owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide same. R309 Garage opening protection and separation required to be as noted and In Architect is not responsible for electrical designs for this project in any capacity. conformance with R30cl. Garage floor surfaces shall be sloped to facilitate the 4. All plumbing work shall comply with the National Plumbing Code, and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing Installations Including but not limited to fixtures, trim, accessories, etc. and requirements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear 1'-4" service and domestic hot water. Architect is not responsible for any plumbing systems opening of 51 square feet. 24" minimum clear opening height, 20" minimum clear U.N.O. in any capacity. Gontractor shall provide sanitary system In accordance with the owners approved site plan and shall coordinate all Inspectlons required for approval LOW R®®opening width, 44" max still height. }�� r; T�'/� t I L of same. And surveys Indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, 6UARD5 SHALL BE INSTALLED IN FULL Contractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT C.J. I" = 1'-O" W O 5. All H.V.A.G. work shall :comply with Article 10 of the N.Y.5. Uniform Fire Prevention RE5PON51BLE FOR THESE INSTALLATIONS. � 7��' ROOF A/ ® U - LU m and Building Code and Energy Gode. Contractor shall review all mechanical systems with owner for type of system to be provided (I.E. oil, gas,or electric hot water or R3113 Stairways shall not be less than 36 inches in clear width at all points above the - Z air, etc) Including air conditioning requirements. Architect Is not responsible for permitted handrail height and below the required headroom height. Handralls shall not w heating or air conditioning systems In any capacity. project more than 4.5 inches on either sideof the stairway and the minimum clear ^ _J 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, DOUBLE TOP PLATE H n/ j] proceed with any of the work, shall not be less than 315 Inches where a handrail is installed on one side and 27 H 1 Q 7. All site work Including fanitary system, utilities, easements. setbacks, elevations, Inches where handrails are provided on both sides. The maximum riser height shall be VJ � ^� Z drainage, retaining walls, etC. shall be, in accordance with a site plan prepared by the 825" and the minimum tread depth shall be ct" In conformance with R314.2. Minimum 1+� owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6'-&'. All stairs shall be. provided with illumination In accordance with w/ Q ' I I capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair w --� LU 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. HEADER � � the type of work being performed. All contractors shall maintain liability Insurance and ((� workers compensation Insurance In connectlor with all work being performed In R311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 inches, (-- project, respectively, measured vertically from the nosing of the treads shall be provided on _ FULL HEIGHT O Q 9. All materials, systems, equipment, fixtures, ,to. shall be Installed In strict at least one side of stairways. All required handrails shall be continuous the full Z STUD t� O Z compliance with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser _r O including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate in newel posts or safety terminals. Handrails adjacent to HEADER TO STUD: O � m �l Uj period of two years. a wall shall have a s ce of not less than IS inches (38mm) between the wall and the JACK STUD P J4 BY 51MP50N LSTA21 CONNECTOR II. The Architect shall not have control or charge of and shall not be responsible handrail. The hand rl portion of handrails shall have a circular cross section of 1-1/4 I- x IS GAUGE for construction means, methods, techniques, sequences, or procedures, or for safety inches minimum to 2 5/5 inches maximum. Edge radius of 1/8". STEEL GOLIED wr 16-IOD FASTENERS ` \ programs In connection with the work or for acts or omissions of the contractor, STRAP NO. G50 Z V Q TYP. FLOOR subcontractors out any person performing any t the work, or for the failurecdo of any of R312 Guards are to be a minimum of 36 inches (c114mm) in height. Open sides of stairs JOIST BY SIMPSON - 1 j � them to carry out the word: In accordance with the Intent nt the contract documents In with a total rise of more than 30 inches above the floor or grade below shall have that said responsibllty Is tine sole responsibility of the contractor. 9r" UNDER JOIST(12" WINDOW SILL 1 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and guards (each side) not less than 34 Inches in height measured vertically from the END LENGTH) 16" PLATE T v approved by owner. nosing of the treads. (second story guards are recommended to be htgherJ 15. All Interior finishes Including but not limited to wails, flooring, tile, etc. shall be O.G. STUD TO PLATE: O reviewed with and approved by owner. R314 Single and multiple-station smoke alarms shall be Installed vicinity each sleeping ( BOX SEAM. SiMP50N "HDUS" UPLIFT �I p re All miscellaneous Interior Items including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area in the immediate o the I MATCH FJ bedroom, on each additional story of the dwelling, Including basements. The alum CONNECTOR W/ sg" DIA. `� (3 W closet shelving, kitchen cabinets, shelvin hardware, etc. shall be reviewed with and o �l g g' devices shall be interconnected in such a manner that the activation of one alarm will TYPICAL AT CORNERS � � approved by owner. 9 o 15. Where existing walls, posts etc. are removed it is the responsibility of the activate all of the alarms in the individual unit. The ala m r shall be clearly audible in all OF BUILDING AND AT Contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke BOTTOM PLATE ENDS OF SHEARWALL5. alarms shall be listed and installed In accordance with the provisions of this code 01 and the household fireworning equipment provisions of NFPA-12. �� R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area ?R@0R@U#0 2352 r�)r=CJ 16N In the immediate vicinity of the bedrooms. Where a fuel-burning appliance Is located within a bedroom or Its attached bathroom,a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be listed in accordance T i I A A i ,1 I y� l� � � A I LIVE DEAD with UL 2034 and UL 217. 1 A fit lvl Ill fit j1e„ (�Q� ( Da[0 PROJECTS-]Er A-(.DWG 30 10 ROOF : 5NOw LOAD' R702.7 A vapor retarder are required on the Interior side of frame walls in Climate®® T® FLOOR T I I^I PER .12 PITCH Zones 5, 6,7, 8 and Marine 4 with the exception of basement walls and below grade 40 10 DECKS / PORCHES r/ portion of any wall. I" = I'-O" ��-° y��[��#0 40 10 ROOMS OTHER THAN SLEEPING ROOMS R807.1 Attic access. An attic access opening shall be, provided to attic areas that 30 10 5LEEPING ROOMS exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTICS WITH 5TORA6E rough-framed openinh shall not be less than 22 inches by 30 Inches and shall be located in a hallway or other readily accessible location. A 30-Inch minimum 10 10 ATTICS WITHOUT 5TORA6E unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical A � l equipment Is located in attic. RIOOI.I Masonry chimneys shall be constructed,anchored, supported, and reinforced as required to this chapter and the applicable provisions of Chapters 3, 4,and 6 with applicable clearances to combustibles and firestopping. �aGC4 MOoo 5 of I Ej UP LOWER ROOF DN L�,1W�Lfl1���V. LS Ll c� W�L QIJV�In\IK G.11/�IJVV� BEDROOM #4 R-g I I UPG�a^CM{CE�jG3�JCZ�IJC " oGg t(v.]�7 9 ° o V G U O U!�U OOO G'Zf V BATH LL=== R-13 S� T- -1 LAUNDRY C:D I I MASTER BEDROOM L�M-J o HALL 13ATH CIL. , GARAGE BATH I - R-3 IL C R-b LR-I R-3 CL R-10 I R-4 i Sri R-5 I 12-18-23 155UED FOR OWNER BEDROOM #3 �— I I R-� —R-1— REVIEW R II BEDROOM #2 LOWER ROOF LOWER ROOF SCALE: N.T.S. SCALE: 1/'4" = P-O" C FENERAL REtsol® Y AL 07F.5: I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRIN6, 6A5 LINES, PLUMBING LINES, ETC. THAT ARE AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES SHALL BE TERMINATED IN ACCORDANGE WITH APPLICABLE CODE ® PROVISIONS PRIOR TO PROGEEDIN6 WITH DEMOLITION WORK. D� 2.ANY AND ALL REQUIREMENTS INGLUDIN6 BUT NOT LIMITED TO OSHA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR DEMOLITION WORK 5HALL BE ADHERED TO FOR ALL WORK PERFORMED IN CONJUNCTION WITH THI5 PROJECT. BEDROOM #I 3.6ONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE REMOVED AS PART OF TFf15 PROJECT, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING UNTIL NEW WALLS OR 5UPPORTIN6 MEMBERS ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING 1 KITCHEN PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE r EN61NEERINO SUPPORT MAY BE PROVIDED AS PART OF NEW v OVEN CONSTRUCTION. rW Z r� 4.GONTRAGTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO O L.j 1 1 BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO f::: Z 1S HALL PBE ANEL NG EDG MAY INCLUDE EXISTING VINYL WALL GOVERIN6, Hw < yam. R-I BATM 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE R-3 LEGALLY DISPOSED OF BY G.G. 6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN �/ W R-I I ® ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBIN6 w RE-F. I I R-2 I CODE AND ANY AND ALL LOCAL REQUIREMENTS. j 0 7- ALL ELECTRIC, WORK SHALL BE REMOVED AND TERMINATED IN < — �D Z ACCORDANCE WITH THE PROV15ION5 OF THE NATIONAL ELECTRIC F' < a) CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. O n/ v &.6.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY k ALL UTILITIES, a l O Z R-i I PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. a O O < — 1 Q.CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF O m D- EXISTING ITEMS THAT OWNER MAY WISH TO RELOGATE/REU5E. 111 /� /� � REMOVAL FLAN: z �r } R-I REMOVE AND DISCARD EXISTING WOOD FRAMED WALL AS INDICATED cn DINING ROOM INGLUDIN6 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVIGE5, MECHANICAL, PLUMBING, GYP. BO. 4 M15G. FINISHES ETC. no UJ G-- LIVING ROOM FR--2--1 REMOVE AND DI5GARD OF EXISTING 5HELVING FOYER R-3 REMOVE EXISTING DOOR, FRAME $ HARDWARE SHALL BE REMOVED @ [� AND 015GARDED. a � a R-4 PORTION OF EXISTING FLOORING TO BE REMOVED AND 015GARDEP TO MAKE WAY FOR ELEVATOR SHAFT. EXISTING CLOSET SHELVING AND RODS SHALL BE REMOVED AND p52&D1E U#o 2552 OiA1ZA6E R-5 DISGARDED IN THEIR ENTIRETY. /Y\ FR--:El WALL TO BE REMOVED AND REFRAMED FOR POCKET DOOR ��e D PROJEC75-2352 PORTION OF EXISTING ROOF FRAMING/SHEATHING 4 ROOF SHINGLES A-2'DW6 R--► SHALL BE REVIEWED 8 DISCARDED IN THEN ENTIRETY TO MAKE ROOM FOR DORMER EXTENSION. DG3G��M9�[n�C�#o R-8 PORTION OF EXISTING RAILING TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. FR--::41 THE FRAMING OF NEWEELEVATOR SHAFT 4 PLATFORM TO ALLOW FOR R-10 DORMER PREPARE 5HEANEPq THINO $ FRAMING TO BE REMOVED FROM EXIST. I '�/� \XI R-II EXI5TIN6 VINYL SIDING TO BE REMOVED FROM EXIST. DORMER.�0 0 I " I® A L PLAN- 5AWGUT 4 REMOVE PORTION OF EXIST. GONG. SLAB TO ALLOW FOR THE R-12 SCALE: I/4" I'-O" INSTALLATION OF GONG. FT6. FOR NEW COLUMN. = 4 of I�}�. �M �� MOoo 2 -5 7"'FIGAL NOTES: UPRol �OUN�ATION NOTES: GLEA MIN D I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F EXT. WALL: &n9 Q�mQ° lG1N] 19 L%a& BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. 2"xb" STUDS ® I6"o.c. AT 8' HT. w/ R-3 RIGID IN5UL. 5HEATHIN6: 1/2" MIN. �ll'C�1I GDX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE $ SILL PLATES. THEN 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTIN65 ARE GOVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 296D R@L%Gl(BM MWEEMUIE d) U-o EX15TINO GONG. STAIR 4 IN PLACE, PUMP AS REQUIRED. 51DING ALL FINISH/REQMT5. 6 A TRIM (AS APPROVED BY OWNER). nowlm n]L e o q iv n® P PLATFORM TO REMAIN (NO 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO C�139°219.0&m GHANOE) lk MORE THAN 50 FEET APART AND NO LESS THAN 4'- O" FROM ANY ROOFING: PROVIDE NEW WOOD PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED -� RAILING TO CODE CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION ��Q�0 z I �� �� JOINTS. BY OWNER) OVER 15 L.B. FELT +E 3/4 MIN. GDX PLYWD. SHEATHING. USE 6 z 2 xl0 LEDGER BOLTED TO NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. m I EXI5TIN6 RIM J015T W/ A" x 4 4. 5LAB5 ON 6RADE SHALL BE PLACED BY STRIP PLAGING FROM ALL ROOF EDGES/BREAK5. ALL FASTENERS # FLA5HIN6 TO BE I Q I L J LAG BOLTS ® 16" O.G. 5TA66ERED METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL CORROSION RESISTANT. v 3 �" 5TL. COLUMN JOINTS (SAW GUT) MAX. 30'- 0" O.G.; GON5TRUGTION JOINTS SHALL BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF ROOF TIES: 2' x 2' x 14" DEEP PLACEMENT. PROVIDE SIMPSON, G520 5TRAP5, OUT TO LEN6TH F/ MIN. 8- 8d NAILS, EACH &0 5500 P51 GONG. I END OF STRAP, AT EACH RAFTER ® Ib"o.c. USED TO TIE ROOF RAFTERS TO +(5° FTC. WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 4 RAFTERS FOR 7 -7 LINE OF 12" WIDE x 7' iF I CAI. fOUI L0;A7l OI�l NOT�5: CONNECTION OF TIES. 8" DEEP GONG. HAUNGH j WALL TIES: ! , EXIST. 6ARA6E I FND./ FTC.: REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALL5 : WHERE UPPER 8" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON CONTINUOUS I6"w. x LEVEL STUDS ALIGN WITH LOWER LEVEL 5TUD5: TIE STUDS TOGETHER w/ H.M. FIRE RATED 8"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" BELOW GRADE - ON 51MP50N G520 5TRAP5 a Ib"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. fi ` UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON PER S.F. BRG. (SEE 5TANDARD DETAILS, DWG. 1). SELF CLOSING CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - CONTINUOUS AT DOOR TOP d BOTTOM OF WALL AND/OR IN FTC. w/ MIN. 3" COVER. SILL/WALL TIES: I REOV. ONLY AT WALLS 5UPPORTIN6 ROOF STRUCTURE : USE 51MP50N G5.20, SILL/TYP. ANCHOR BOLTS: 20 GAGE STEEL 5TRAP5 ® I6"o.c., GUT TO LENGTH AS REOV. FOR �����❑ NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF ❑ 2-2"x 6" (or 1-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL WALL, IN LINE w/ 5TU05. (5EE DETAIL, DWG. 1) PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REOV) OVER TERMITE 12-IS-23 ISSUED FOR OWNER SHIELD AND SILL 5EALER w/ 5/e"dla. ANCHOR BOLTS (i"MIN. EMBEDMENT HEADER: AND 3"50UARE WASHERS) a 36"o.c. 4 28"o c. WITHIN 8 FT. OF CORNERS REVIEW AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 PLACEMENT w/HOLI7-DOWN BOLTS, AS REOV. TO CONNECT TO WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF 5HEARWALL STUD BRAGKET5. (SEE DETAILS). 6-0" AND OVER;SUPPORT w/ DBL. STUDS, a'-O" AND OVER;SUPPORT EXIST. OHD EXIST. OHD w/ TRIPLE STUDS. PROVIDE METAL TIES (51MP50N L5TA21, or EQUAL) 5ILL/WALL TIE5: FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MPSON G520, STRUCTURE. (20 Gage), 1 1/4" STEEL STRAP TIES ® Ib"oc (AT EA. STUD w/MIN. 8- 6d SQUARE FOOTAGE: NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF SILL, GUT TO FASGIA/ SOFFIT: EXI5TIN6 GARAGE: 405.q7 S.F. LENGTH AS REOV. (5EE DETAIL) Pxb" FA5GIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ EXISTING FIRST FLOOR: 2,0161.37 S.F. HOLD-DOWN BOLT: CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. EXI5TIN6 SECOND FLOOR: 1360.83 5.F. SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REOV. TO VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM A5 SELECTED. ® ;E FL�®® 'I� I PROP. SECOND FLOOR ADDITION: 46b8 S.F. ANCHOR 5HEARWALL 5E&MENT5. (5EE 5TND. DETAILS). CONTRACTORS INCLUDE GUTTERS t LEADERS, AS APPROVED BY OWNER. �j TOTAL HABITABLE AREA = 4,232.85 S.F. MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE CON5T) TO ` SCALE: I/4" = P-O" INSURE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (INSTEAD SUB-FLOOR: OF HD2A'5 4 BOLTS): USE STRAP TIE HOLDOWN, 5IMP50N STHDIO 5/4" THICK, A.P.A. RATED PLYWOOD, ALL EPOE5 OVER SOLID BLOCKING, GLUE EMBEDED IN FND. WALL d EXTENDED UP OUTSIDE FACE OF WALL AS 8 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMIN6. - (VERIFY SPECIFIC REOV. [5EE FLOOR PLAN FOR 5HEARWALL 5E&MENT5]. UNDERLAYMENT REQUIREMENTS FOR ALL FIN15H FLOOR MATERIALS AS GONGRETE: SELECTED BY OWNER). ALL CONCRETE TO BE STONE A66REOATE, WITH A MINIMUM (28 DAY) 5TRENGTH OF 3000 P51, EXCEPT USE 3500 P51, FOR ALL EXTERIOR RIM BOARD: USES; INCLUDING GARAGE SLAB, ETC. AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DEGK NAILER5;USE IY4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 O VERT. 50UA5H BLOCKS (PER J5TJ UNDER ALL BEARING PARTITIONS d POSTS. Ex Ex �5 �.ONGi��T NOTES ALL CONCRETE EX EX EX EX EX EX EX EX EX I GONGRETE SLABSO RK SHALL BE 5500 P51 STONE SHALL CONFORM TO ICONGRETE; ALL f R A M I N C-; NOT S EXTERIOR GONGRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. I ALL FRAMIN6 LUMBER SHALL BE GRADED STAMPED DOU6LA5 FIR-LARGH F SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. ST . ALL REINFORCEMENT SHALL BE DEFORMED TYPE STRUCTURAL GRADE N0.2 OR BETTER. VA. 2 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM NOTED. EX A-615 GRADE 60. 3. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE I. 3/4" MIN. 3. TEMPERATURE REINFORGEMENT, SPLIGES, SUPPORTS FOR THICKNESS. ALL ED&E5 OF PLYWOOD TO BE SET ON SOLID BLOGKIN6. GLUE BEDROOM #I REINFORCEMENT SHALL CONFORM TO REQUIREMENT5 OF AGI-30 AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. _ 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE DIAMETERS AT SPLICE-5 AND CORNERS AND HOOKED AT NON- UPRICHT5, ci'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS QSp OTHERWI5E NOTED. DETAILING OF ALL REINFORCEMENT SHALL A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGS. DEN �1-��KITCHEN BE IN ACCORDANCE WITH AGI 5P-66. (88) 5. SOLID BLOGKIN6 SHALL BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.G. PROVIDE 2" AIR SPACE OVEN r 5. PROVIDE TWO #5 ALL SIDES FOR OPENIN65 IN CONCRETE FOR AIR CIRCULATION IN ROOFS. V ' WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND b. DOUBLE FRAMING AROUND OPENIN65(5kyllghtsptair5 etc) OR AS NOTED ON Z OPENING; HOOK ENDS. DRAWIN65. w HALL 05D 6. PROVIDE SLEEVES AND BOX OUT FOR OPENIN65 FOR 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OR AS Uj Lu m MECHANICAL TRADES. OPENIN65 SHALL BE PLACED 50 AS NOT NOTED ON DRAWIN65. H I- 7 sT BATH TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. < < _ 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED W � EX GALVANIZED METAL GONNEGTOR5 BY "SIMPSON" OR APPROVED EQUAL. Q ® 9. PLYWOOD SHEATHIN6 TO BE NAILED WITH 8D a 4" O.G. EXTERIOR EDGES REF' J'+ AND 6D ® 12" O.G. INTERMEDIATE. w D/ 6° E�E N�: 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH Q Iu Li UP 6ALVANIZED HURRICANE TYPE H7 GONNEGTOR5 BY "51MPSON" OR w I- ELEVATOR EXISTING 2"x4" or 2"xb" HD APPROVED EQUAL. < 0 + 15T� FRAMED WALL5 ® I6 O.G. 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 5ERIE5 O < Z \� �j G W B HEADER SSHALL AND AVE BEARIN6 ST FFENERS INSTALLED AS LVL PRODUCTS OR EGUAL. ALL �PERERS AND O O t� EX ? O u-O V „ „ MANUFACTURERS REGOMMENDATION5. WEB STIFFENERS SHALL BE REQV AT a - 1 ') _ t- NEW 2x4 or 2xb HD Z O UP FRAMED WALLS ® I6" O.G. w/ ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL RIM O m N m y 1/2" G.W.B. EA. 51DE JOIST SHALL BE REGV AT FLOOR PERIMETERS. HANDLING, STORAGE, AND w -1 SOLID POST ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS I-- LL RECOMMENDATIONS. J U' G-3 50LID POST NEW 2"x4" or 2"xb" HD 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE fn DINING ROOM z EXIST GIRDER FRAMED WALLS ® 16" O.G. w/ O LIVING ROOM - G-I - - - 5/8" TYPE 'X' FIRE RATED BOLTS ® 12 O.G. G.W.B. EA. 51DE 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. ! O E4 It w 3 " 5TL. COLUMN 14. BRID61N6 TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPAGIN6 LL G-2 NOT TO EXCEED 8. �r 00 05D SMOKE DETECTOR 1=0 (3 K EX 3'-b EOl GARBON MONOXIDE a (� CLEAR MIN) DETECTOR In EX15T. GARAGE F EXHAUST FAN MIN 75 GFM G®NSTi�UGT I ®I V N075: pG30dl�C�4#o 2345 CX) EX G-I I PROVIDE �" M.R. 6YP. BD. TO EXIST. 8" GMU BLOCK. BOTTOM OF GYP. @ Dp FURg PROJEGT5-2345 EX O BD. SHALL BE A MIN OF 2" ABOVE GONG. SLAB A-3.DW6 O EX PROVIDE 2"xb" HD FRAMED WALL BOTTOM PLATE TO BE P.T. TOP OF G-2 WALL TO MATCH 51LL PLATES OF ADJ. GMU WALLS PROVIDE 240V IPH 50HZ POWER. COORDINATE WITH ELEVATOR N07 : G-3 MANUFACTURE SPECIFICATIONS. PROVIDE A �" GYP BOARD AND THE BACK OF THE ELEVATOR SHAFT GENERAL CONTRACTOR SHALL COORDINATE W/ FG-4__1 AND CLOSET. BACK OF GYP BOARD FAGING WINDOW TO BE PAINTED ELEVATOR CONTRACTOR FOR ELEVATOR BLACK CLEARANCE SPECIFICATIONS FOR SHAFT, WITHOUT EXCEPTION. G-5 EXISTING DORMER PLATES SHALL BE RAISED IN HEIGHT FROM 7'-4" TO 8'-O"CLEAR FRCF05 I R57 FLOOR PLAN SCALE: 1/4"' = I'-O" **CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY EXISTING CONSTRUCTION THAT 15 NECE-55ARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE omimv ma, 5 Of I WITH THE CONSTRUCTION OF NEW WORK. 2 , EX EX EX EX EX -� L�C��N17 : EXI5TIN6 2"x4" or 2'xb" WD FRAMED WALLS 0 16" O.G. LOWER ROOF G.W.B.U. 7'I FIGAL NOTES: NEW 2"x4" or 2"xb" WD FRAMED WALLS o 16" O.G. w/ R L1Am D0 LaWEHUIR BEDROOM #4 < 1/2" B.W.B. EA. 51DE EXT. HALL: NOWEI MIE °9 aw iI iI m 2"xb" 5TUD5 o I6"o.c. AT 8' HT. w/ R-3 RIGID INSUL. 5HEATHIN6: 1/2" MIN. COX PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN BATH $ NEW 2"x4" or 2"xb" WD COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY RA FMED WALLS o 16"�SD o TYPE 'X' FIRE RATED O.G. w/ 4 51DIN6/REQMT5. ALL FINISH TRIM (A5 APPROVED BY OWNER). d ❑ LAUNDRY � FRA O.H.B. EA. SIDE ❑ MASTER BEDROOM ROOF I NC: O GRA DE ADE (MIN. 30 YR. RATING) ROOF 5HINBLES (AS SELECTED � EX O5D SMOKE DETECTOR BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. COX PLYWD. 5HEATHIN6. USE 6 NAIL5 PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. EXIST GO HALL FROM ALL ROOF EDBES/BREAK5. ALL FASTENERS 4 FLASHING TO BE �5D BATH GARBON MONOXIDE DETECTOR CORROSION RESISTANT. C O EXIST ROOF TIES: A . �aj� BATH `', EXHAUST FAN MIN 75 GFM PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH LMLIDN +is� +�� END OF STRAP, AT EACH RAFTER o 16"o.c. USED TO TIE ROOF RAFTERS TO EXIST O GALL STUDS,IT ON OELO. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR �SD ve 050 +�s, �` CiON5TRUCiTI ON NOTES: HALL TIE5: EX Q,6 POGKET DOOR W/ REQUIRED ONLY ON (2 STORY HTJ ROOF SUPPORT WALLS : WHERE UPPER Sr1�. SOFT CLOSING G-I PROVIDE �" M.R. 6YP. BD. TO EXIST. 8" GMU BLOCK. BOTTOM OF 6YP. LEVEL 5TUD5 ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ ?+ HARDWARE BD. SHALL BE A MIN OF 2" ABOVE GONG. SLAB 51MP50N G520 STRAPS 0 I6"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. �����❑ O5D _ 6 (SEE STANDARD DETAILS, DWG. 1). ❑ ' 4'-4" 4" 3"6 PROVIDE 2"xb" HD FRAMED WALL BOTTOM PLATE TO BE P.T. TOP OF � G-2 WALL TO MATCH SILL PLATES OF ADJ. GMU WALLS 51LL/HALL TIES: � REQ'O. ONLY AT WALL5 5UPPORTIN6 ROOF 5TRUGTURE : USE SIMPSON G520, 12-18-23 ISSUED FOR OWNER BEDROOM #3 v PROVIDE 240V IPH 50HZ POWER. COORDINATE WITH ELEVATOR 20 GAGE STEEL STRAPS ® 16"o.c., GUT TO LENGTH AS REOV. FOR 7-8d REVIEW �r G-3 MANUFACTURE SPECIFICATIONS. NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE: FACE OF G-5 ! _ WALL, IN LINE w/ 5TUO5. (SEE DETAIL, DWG. 1) - - PROVIDE A �" GYP BOARD AND THE BACK OF THE ELEVATOR SHAFT ® G-4 AND CLOSET. BACK OF GYP BOARD FAGIN6 WINDOW TO BE PAINTED HEADER: BEDROOM #2 d G-4 BLACK MIN. HEADERS: 3-2"x8" AT 2xb HALLS, AND 2-2"x8" AT 2x4 (2) 2x& HDR G-5 EXI5TIN6 DORMER PLATES SHALL BE RAISED IN HEIGHT FROM 7'-4" TO WALLS/PARTITIONS, UNLESS NOTED OTHERWISE N.N.OJ. SPANS OF EX EX ATG O O 8'-O"GLEAR &'-0" AND OVER;SUPPORT w/ DBL. STUDS, Q'-O" AND OVER; SUPPORT w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) �LOyER RO ' *CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF FROM HDR. TO JACK STUDS AT EXTERIOR WALL5 SUPPORTING ROOF 2'-e4 2'-I 1/2" 2'-10 1/2" ANY EXI5TIN6 CONSTRUCTION THAT 15 NECE55ARY TO COMPLETE STRUCTURE. +/- 8'-5 1/2" 11 81- 1/2" NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE FASCIA/ SOFFIT: WITH THE CONSTRUCTION OF NEW WORK. I"xb" FASCIA w/ 2"x 5UB-FA50IA (A5 NEEDED), SOFFIT. MATERIAL (TBD) w/ CONTINUOUS SGREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. LOWER ROO� VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. ELEVATOR TECHNICAL 5FEC I F I CATI ONS: 5U�3-FLOOR: R® ®� ®N ®® N %" THICK, A.P.A. RATED PLYWOOD, ALL ED6E5 OVER SOLID 13LOGKIN6, GLUE SCALE: 1/4" = 1'-0" TRIO ALTA BY STILTZ HOMELIFTS 4 NAIL PLYWOOD TO FLOOR Jo15T5/FRAMIN6. - (VERIFY 5PEGIFIG UNDERLAYMENT REQUIREMENTS FOR ALL FIN15H FLOOR MATERIALS AS LIFT TYPE: SELECTED BY OWNER). DOMESTIC PERSONAL HOMELIFT THAT COMPLIES WITH THE MACHINERY DIRECTIVE 2006 / 42 / EGG. IN ADDITION, THE EN81 RANGE WAS BUILT, RIM BOARD: DEVELOPED AND OPERATED IN ACCORDANCE WITH E35 EN81-41:2010. AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, (LEVEL;USE MIN. I" e-RIM 13111 13n 5TANDARD GOLOR: BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5; USE IY4" RIM BOARD. 16 41 16�� 16 GREY (RAL 7038) ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFIGATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. GUIDE WIDTH LOAD GAPAG I TY: 401511 MAX.5501-135 / 2-3 PEOPLE OR A FULL-51ZED WHEELCHAIR. ILLUMINATION 16 WALL THICKNESS AS SPECIFIED CONTEMPORARY AMBIENT LIGHTING FRAM I NE7 NOTES: ILLUMINATION: CONTEMPORARY AMBIENT LIGHTING WITH HIGH-QUALITY LED STRIPS. I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARGH SHAFT LID SUPPORT FLOOR INSERT BODY DRIVE: STRUCTURAL GRADE N0.2 OR BETTER. 21' SELF CONTAINED ROPE DRUM, BRAKED GEAR MOTOR DRIVE. ENCLOSED 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I. 5/8" MIN. THIGKNE55 OR AS SHAFT LID TRIM WITHIN THE LIFT GAR ROOF SPACE. NOTED. ELEGTRIGITY: 3. ALL SUBFLOORINB TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE 1. 3/4" MIN. 220V -240V, IOA -20A SOCKET -PLUGS INTO A STANDARD THICKNESS. ALL EDGES OF PLYWOOD TO BESET ON SOLID BLOGKIN6. GLUE DOMESTIC POWER 50GKET. AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. r+iN - - CONTROL: 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE r+l� MI rq� UPRIGHTS, 9' "-O AND OVER WITH TRIPLE FRIGHTS. ALL HEADERS SHALL BE LIFT I5 CONTROLLED VIA THE CONTROL PANEL AND TWO REMOTE Qn 00 116" CONTROLS. ADDITIONAL REMOTE GONTROL5 ARE AVAILABLE. A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGS. ENTRANCE CONFIGURATION: 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS r7 FLOOR COVER FLANGE 51NOLE DOOR OR THRUCAR CONFIGURATION. LEVEL ACCESS WITH AS PER N.Y.S. CODE OR AS NOTED 0 8'-0" O.G. PROVIDE 2" AIR SPACE U O Lu INTEGRAL RAMP AVAILABLE ON ALL DOOR OPTIONS. FOR AIR CIRCULATION IN ROOFS. LU SHAFT LID PLATE 00 E TYPE SEALING STFIP SPEED: 6. DOUBLE FRAMING AROUND OPENIN65(5kyII9ht5,5ta1r5 etc) OR A5 NOTED ON w < < - O NOMINAL SPEED: 3 15/16" / SEC. MAX 5PEED: 5 7/8" / SEC. F^-i 1Cfl " -6 TRAVEL LIMIT: 7. DOUBLE P FRAMING ON ALL P05T5 AND PARALLEL PARTITIONS OR AS `' 1 ' Z m�0 13n 5 n 13n UP TO THREE FLOORS. WITH A MAXIMUM OF la' 8 1/4" OF TRAVEL. (� 1�__I Z -0& 16 37 16 16 NOTED ON DRAWINGS. 3>% LIFT GAR DOOR: 8. ALL FLU5H WOOD CONNECTIONS 5HALL BE FASTENED WITH RATED O � 38 43 5/16 HINGED HALF-HE16HT DOOR OR FULL-HEIGHT DOOR OPTIONS GALVANIZED METAL CONNEGTOR5 BY "SIMPSON" OR APPROVED EQUAL. I�-i -XX� w z 8 AVAILABLE A5 5TANDARD. LED LIGHT CURTAIN WILL PROTECT THE q. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.G. EXTERIOR E06E5 < - � < 7 n UPPER HALF OF THE GAR RE6ARDLE55 OF DOOR HEIGHT. 3516 � DIMENSIONS: AND 6D 0 12" O.G. INTERMEDIATE. O � � � MINIMUM 76 7/16" - MAX. INTERNAL GAR HEIGHT 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH o G4 5/16" - MAX. EXTERNAL LIFT HEIGHT GALVANIZED HURRICANE TYPE H7 GONNEGTOR5 BY "51MP50N" OR F-4 D00R WIDTH 1 487/8 X 38 1/16" MAX. LIFT GAR FOOTPRINT APPROVED EQUAL. I 1 42 5/16 X 30 7/I6 - INTERNAL GAR FOOTPRINT 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 5ERIE5 50 3/8" X 41 I/4" - FLOOR GUT-OUT OWOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL JOISTS, GIRDERS AND I- O I ®� _ I ®y� 1 31 1/2 - LIFT ENTRANCE WIDTH. ,LU LL Ill HEIGHT LIMIT: HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER Q A ab" - MIN UPPER FLOOR CEILING HEIGHT MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT �I SCALE: N.T.S SCALE: N.T.S ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-5/4 FOOTP " LVL RIM m (3v3 RINT: OC 5A 50. FEET JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, STORAGE, AND 0 Lu EREGTION OF COMPONENTS SHALL BE AS PER MANUFAGIURER5 00 ! IL) m RECOMMENDATIONS. [� i � W G 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE w 2 BOLT5 0 12" O.G. � O LI ui 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. 0 _ 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, SPACING " a a 0 Mir NOT TO EXCEED V. 0 -i Ln c-I w LU 0 Z pR@Q91E@U#o 2345 w I ELI CEILING FLANGE - W 25161 cn ANDERSEN e o PROJECTS-2345 �-+�r+ LLI MARK QTY. ROUGH OPENING UNIT DIMENSIONS �QD ���� A-4.DWG m O 5016" FLOOR CUT LENGTH 50UARE FOOTAGE: 400 SERIES = Y Y d' 1 9" EXI5TIN6 GARA6E: 405A-1 S.F. EX EXISTING-0- 16 - Q EXISTING FIRST FLOOR: 2,OIci.37 5.F. #o EX15TINO SECOND FLOOR: 1,760.83 S.F. OA TW2632 2 2-8 �" x 3'-4 2'-7 " x 3'-4 PROP. SECOND FLOOR ADDITION: 46.68 S.F. TOTAL HABITABLE AREA = 4,232.85 5.F. MIS • INDICATES EC-7RE55 WINDOW WINDOW NOTES: d' z I. ALL BOTTOM OF WINDOW HEADERS SHALL BE 6'-8" 14 AFF UNLESS NOTED OTHERWISE. Y_Y 2. PROVIDE JAMB EXTEN5ION5 AS REQ'D FOR b" HALLS. �/ ® I 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO ORDERING. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL 5CALE: N:F.S ROUGH WINDOW OPENING5 AS PER MANUFACTURES SPECIFICATIONS WITHOUT EXCEPTION. `, C;]IEF4 MOoo 6 0f � LINE OF EXIST. LINE OF PROPOSED ADDITION 40 YR. ASPHALT 5HIN&LE5 TO 40 YR. ASPHALT SHINGLES TO MATCH EXIST. PROVIDE ICE PROVIDE VINYL MATCH EXIST. PROVIDE ICE ®� NJLSLrLY [:z10 �L"-.1WIJVg L:.1o�04",�0 SIDING TO SHIELD BELOW FULL ROOF 6" FASCIA W/ 2" TRIM LaG3C� l�4GC�4 SHIELD BELOW FULL ROOF MATCH EXIST. AREA. GENERAL CONTRACTOR SHALL COORDINATE W/ _ - T A ELEVATOR CONTRACTOR FOR ELEVATOR 6" FASCIA TRIM O MATCHX EXIST. 12 CLEARANCE SPECIFICATIONS FOR SHAFT, WITHOUT ��� G30LQG10 L�1MC[�MC -- -- ------- - -- - - - -- - - - __.-_.-__-- --------_-._-- -- PROVIDE WHITE 2 F, EXCEPTION. G3�'IGG�C;1L�� �g GY1rI 9 f1�00 9 -_------ - ALUM. GUTTER - 639 017�110004 PROVIDE WHITE ALUM. GUTTER 4 6" FA5GIA _211 /// e ❑ LEADER I� n VINYL TRIM TO MATCH TRIM TO MATCH / PROVIDE BLIND T�/p /� I I IV G I EXIST ASPHALT 5HINGLE5 FLA5HIN6 I I I- CAL OTEJ: - - - -- - - - - - - - 12 NEW DOUBLE HUNG WINDOW5 BY 45� EXT. WALL: WHI"fE LEADER PROVIDE BLIND ANDER50N TO MATCH EXIST. EXIST. ASPHALT 2"xb" STUDS ® Ib"o.c. AT V HT. w/ R-3 R161D IN5UL. SHEATHING: 1/2" MIN. FLASHING ROOFING TO GDX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN REMAIN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY j 51DIN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). EXIST. WHITE ALUM 6UTTER ROOFING: ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (A5 5ELEGTED JTflMIN. USE NO. EX15T VINYL 51DING (EXIST) NAZI PER 51I N LE 4 PROVIDE IGE'SHIM LDDUND LERLAYMENT ATI FIRST 24" MIN. TO REMAIN FROM ALL ROOF ED6E5/BREAK5. ALL FASTENERS 4 FLASHING TO BE EXIST VINYL CORROSION RESISTANT. n nMo 5101NG TO �J REMAIN ROOF TIES: PROVIDE SIMPSON, C520 STRAPS, GUT TO LENGTH F/ MIN. 5- &d NAILS, EACH 12-IS-23 ISSUED FOR OWNER END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO REVIEW ® ® ® WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR CONNECTION OF TIES. ❑D El El D WALL TIES: EXI5TIN6 DOOR REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WAI1 5 : WHERE UPPER D D ❑El El D El❑ �GONGRETE LEVEL C5 ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ 51MP50 N G520 STRAPS ® I6"o.c. USE MIN. ?-8d NAILS, EACH END OF STRAP. (SEE STANDARD DETAILS, DWG. 1). ❑❑ DE] I SILL/WALL TIES: EXIST.GRADE EXIST.GRAVE REQ'D. ONLY AT WALL5 5UPPORTIN6 ROOF 5TRUCTURE : USE 51MP50N 0520, 20 GAGE STEEL STRAPS ® I6"oz., GUT TO LENGTH AS REOV. FOR 7-bd NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) HEA-- DER: MIN. HEADERS: 3-2"xb" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF 6'-0" AND OVER; SUPPORT w/DBL. 5TUD5, q1-0" AND OVER; SUPPORT w/ TRIPLE 5TUD5. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) 7 ELEVATION T O 05 D I�I�O 7 H L \ , 7 I ON'�I� FROM HDR. TO JACK STUDS AT EXTERIOR WALLS 5UPPORTIN6 ROOF STRUCTURE. SCALE: 1/4" = 1'-0" SCALE: (f�ib�l}50'f0 MATCH EXIST. PROVIDE IGE EXIST. 2x12 RIDGE FASGII�/ SOFFIT: SHIELD BELOW FULL I"xb" FASCIA w/ 2"x 505-FA50IA (A5 NEEDED), SOFFIT: MATERIAL (TBD) w/ ROOF AREA. CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. 12 VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE GUTTERS 4 LEADERS, A5 APPROVED BY OWNER. 2 SUB-FLOOR: 6" FASCIA WRAPPED 3/41, THICK,A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE T.O. DORMER PLATE 2x8 G.J. 16" O.G. 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMIN6. - (VERIFY 5PEGIFIG 16-10 IN ALUM. (MATCH EXIST) UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS -2" R-30 BATT EX15T. R.R. SELECTED BY OWNER). T.O. WINDOW VINYL VENTED SOFFIT (2)2x& HDR. 2)2x8 HDR INSULATION RIM BOARD: 6-.5 AFF TO MATCH EXIST. AT TJI EN61NEERED FLR. J015T5, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILERS;USE W4" RIM BOARD, " GYP. BOARD TD ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 BE PAINTED BLACK VERT. 5QUA5H BLOGK5 (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. ON BAGKFAGE OF - WINDOW O PROVIDE BLIND cq EXISTINCc MASTER FRAM I NO N®TES: FLA5HIN6 AT NEW J BATHRppNI EXIST 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLA5 FIR-LARCH WALL/ROOF I NTERFAGE w O U W m GL. STRUCTURAL GRADE N0.2 OR SETTER. � � 7-0 . kS) 12 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I. 5/&" MIN. THIGKNE55 OR AS X _ LU NOTED. W .� �` 4.5 (EXIST) INSULATION R-115 BATT B EXIST. " SUBFLOOR 3. ALL 5UBFL0ORIN6 TO BE APA RATED 5TURO-I-FLOOR. EXP05URE I. 3/4" MIN. Q 1/ � Q T.O. SECOND FLOOR WTILE FINISH THICKNESS. ALL EDOE5 OF PLYWOOD TO BE SET ON 50LIO BLOCKING. GLUE I"� lS� Z EL: 8-10' AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. w D i� EXIST ZxlO F.J. 16 O.G. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE • �- (2)2x10 UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIOHT5. ALL HEADERS SHALL BE r"'+ -XX� j w Z EX15T 2x8 G.J. @ 16 O.G. A MINIMUM OF 2-2X& OR AS SHOWN ON DRAWIN65. < - � TRIO ALTO 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS ELEVATOR GAB BYa-'-(2)2x.5 HDR. O � � (� � 5TILTZ HOMELIFT5 AS PER N.Y.5. CODE OR AS NOTED o S'-O" O.G. PROVIDE 2" AIR SPACE O O O FOR AIR CIRCULATION IN ROOFS. - LU 6. DOUBLE FRAMING AROUND OPENIN65(5kyII9ht5,5tair5 etc) OR AS NOTED ON DRAWIN65. O (�(� z (EXIST.) A ELEVATOR EXIST. Oj 7. DOUBLE UP FRAMIN6 ON ALL POSTS AND PARALLEL PARTITIONS OR A5 O - EL NOTED ON DRAWINGS. , l ENTRY KITGHEN 8. ALL FLUSH WOOD GONNEGTION5 SHALL BE FASTENED WITH RATED V 6ALVANIZED METAL CONNECTORS BY "51MP50N" OR APPROVED EQUAL. z m < C,UIDERAIL SUPPORT Q. PLYWOOD SHEATHING TO BE NAILED WITH W ® 4" O.G. EXTERIOR ED6E5 'd w - I t - - - --_-_ - -- - - (2)2x5 HDR. BRACKET i -1- -- - - AND 6D ® 12" O.G. INTERMEDIATE. oo - 2x12 F.J. I6" D.G. 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH LU 8'X7' OHD DOOR B.O. HDR. " T46 5UBFLOOR 6ALVANIZED HURRICANE TYPE H7 CONNECTORS BY "SIMPSON" OR tnt p 00 T.O. I ST FLOOR 6 pl'-5" AFF. GLUED AND SGREWED APPROVED EQUAL. O EL: O'-O" (DATUM) EXIST 2x10 F.J. ® 16" O.G. 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 5ERIE5 WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 61RDER5 AND �, v 2"xl0" LEDGER BOLTED TO EXIST, RIM JOIST W/ HEADERS SHALL HAVE BEARIN6 5TIFFENER5 INSTALLED AS PER TYPE 'X' x 4 �" LAC, BOLTS ® 16" O.G. STAGGERED MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT (2)2"xi0" ALL LOAD AND BEARING POINTS AT A MINIMUM. A 51N6LE 1-3/4" LVL RIM FR d1R@U#'o 2545 EXIST. LINE OF TOP OF HDR. JOIST HANGER J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLIN6, 5TORA6E, AND CARAOE FOUNDATION LIFT GUIDE RAIL R-30 BATT INSULATION ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS REGOMMENDATIONS. PROJEGT5-2345 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. MACHINE A-5.DW6 EXIST. BOLTS ® 12" O.G. BASEMENT 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. EXIST. PITCHED GONG. P.T. SILL EXIST. GONG. FOUNDATION 14. BRID61N6 TO BE PROVIDED FOR ALL JOI5T5 AND FLOOR BEAMS, 5PAGIN6 4�T--O. GONG SLAB SLAB TO OHD'S PLATE NOT TO EXCEED W. PROVIDE 12"x8" 3500 PSI GONG. HAUNCH FOOTING. EXIST FT6. 5C7 1 ON SCALE: 3/8" = P-O" �Gt1C C 4 a0oo 7 0f '1