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Home My WebLink About45004-Z �fFsuFfn� �0�0 �coGy Town of Southold 3/17/2022 P.O.Box 1179 y ,,{ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42929 Date: 3/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 120 Caiola Ct.,Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-19.15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2020 pursuant to which Building Permit No. 45004 dated 7/21/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling-with unfinished basement, covered front entry,rear deck with partial roof over and attached garage with rear deck as applied for. The certificate is issued to Wyandanch RE Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0010 2/17/2022 ELECTRICAL CERTIFICATE NO. 45004 12/16/2021 PLUMBERS CERTIFICATION DATED 2/17/2022 Car s Sander 0 ori Id ignature " TOWN OF SOUTHOLD ��O�g�FfO(,�coG BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE x� 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#: 45004 Date: 7/21/2020 Permission is hereby granted to: 120 Caiola Ct LLC 7675 Cox Ln Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 120 Caiola Ct., Greenport SCTM # 473889 Sec/Block/Lot# 33.-3-19.15 Pursuant to application dated 5/11/2020 and approved by the Building Inspector. To expire on 1/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,175.60 CO -NEW DWELLING $50.00 Total: $3,225.60 Bui pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. , C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: ] r_ ] r�l/0 pQ'r� House No. Street . 7— amlet Owner or Owners of Property: L L C Suffolk County Tax Map No 1000, Section —a ?) Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ licant Signature Building Department Application AUTHORIZATION i. (Where the Applicant is not the Owner) nn residing at (Print property owner's name) (Mailing Address) do hereby authorize AMI'Architecture (Agent) . to apply on my behalf-to the . Southold Building Department. ..(O;n is Si tore) (Date) (Print Owner's Name) OF SO(/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 COW T`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch Re Corp Address: 120 Caiola Ct city:Greenport st: NY zip: 11944 Building Permit#: 45004 Section: 33 Block: 3 Lot: 19.15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 88 Ceiling Fixtures 17 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 20 Smoke Detectors 5 Main Panel 150x2 A/C Condenser 3 Single Recpt Recessed Fixtures 108 Heat Detectors 1 Sub Panel A/C Blowerd Range Recpt 40A Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Gasx3 Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment: 150A Panel x2 30 Circuit 23 & 21 Used, W/Dx3, Fridge, Dual Fuel Oven, DW, Micro, HRV, Hood, Smart Toilet, Mini Fridge Notes: Two Story House Unfinished Basement Inspector Signature: Date: December 16, 2021 S.Devlin-Cert Electrical Compliance Form i Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(031)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO\NW OF S C.ERT:IFIC.A_TI.O.N Date: Building'Permit No. Owner: (Please pr'i-nO ... ....Plumber:... �/ . (Please print) I certify that the solder used in the water supply system-contains less than 2/10 of 1%0 lead. lumbers Signature)..` . Sworn to before me this_ 1 day of LA 20 OF ST 4, q� "VOT4R��,pO Notary Public, . � ! .:;County - ;, 7s �` Olp� y� /C ` psi O��kP1RES Of SOUTyolo # =TOWN OF SOUTHOLD BUILDING DEPT. `yc0urm�F`' 765-1802 1 NS:PECTION . /,. FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) " [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i � W-2 tou"m wv, v - �r16� err DATE INSPECTOR U�� pF S0(¢�° * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND' . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE 4 CHIMNEY [ ] :FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . DATE I b INSPECTOR17 apF 5001 TOWN OF SOUTHOLD BUILDING DEPT. 40um, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - Wo 4,01 Otell 1 DATE Z INSPECTOR pF SOUTH° TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Yo4Q n, l -- 1po �A OAS' i�o 9�A DATE INSPECTOR OE SOUTyo ---- * TOWN OF SOUTHOLD BUILDING DEPT. `ycoorrr+N�' 765-1802 1-NSPECON [ ] FOUNDATION 1ST ] OUGH PL13G. [ ] FOUNDATION.2ND' INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Tit D w � 17 S 000 DATE dl INSPECTOR ' OP SOUIHp� r - CAr[ * # TOWN'OF SOUTHOLD BUILDING DEPT. `y'COO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ,-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r9_ G DATE Z/ INSPECTOR J 1 ✓ — of SOGIyo * # TOWN OF SOUTHOLD-BUILDING DEPT: 765-1802 . ANSPE-CT1ON [ ] FOUNDATION 1ST [ ]. ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINALI [ ]--FIREPLACE & CHIMNEY [ ] FIRE SAFETY- I SPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: 7�) 6m4 -�rvr�li Svv�r RMOM 46 ✓04 o �ov ��c3( v 44OL00— 0_ 4 F�v L ffzf J DATE �� Z 4 INSPECTOR Of SOUIyo� # TOWN OF SOUTHOLD' BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ]-:FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY I" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O / REMARKS: zr& ./I sl- L9,%Z A L 04 - _�._ L_2LOtrr AxoLred, a�r /to, a 'q�,eLol r �IA l5k, _ corv�* e 'S-4 - ��o� r2�2�. �►s� DATE L INSPECTOR MAR® 4 2022 - UILDIRIG DEPT. evil IFS ► S hAI`s1 NOFSOUTHOL T TE F Far the fOoWing hones:" - S71?8£j AD RESS' �G►r-eepY = - La ZIP - CITY R YAW— %HIGifNESS; 4 Attic � 6 Watts. ._f ' .fir; � � Base�neSee attached Data Sheet ot j l DC 315-See attached ESR-3702 3hP atiderss�nesi`csrti t>tat.Knauf i sul an prq�uc*�s:t;av®been installe t In accordance wrt ttis anufac�re�s r cait3Tnnaed. applicatiora of these t lPISFAGtIt�G COMPANY STATE.I.(DE4is - • -_ ,5T1iTE ur - GITY` i PATE - --,ff t yqg sFg99 ppp ��"��`gEa6Ybe9I'Et➢!ll�tf�� Contractor's Submittal meson0 Material approved for use in project. �po4� ,�� A "^°�� "� oris lcniur+v2 120 Caiola"Court, Greenport �� S�,416 vule,-IN_461 6 Approved by D'Amaro Engineering and Surveying, P.C. 01 �;� � �' Tedinica!sspperi m� 1� f w rF� 8727 s Baca 5kRa, I.G�'— CHECKED MAR 9 4 2022 110 -&2V20 linau€I141ati3n.,trc. t DATA SWEET Basement Wall Insulation thIAU 'I M91113 with ECOSEO Technolo ■Foa THE w®am we uva rfv gY DESCRIPTION Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR a perforated facing that can be left exposed. It is also available JOB. DATE:` unfaced for non-exposed areas such as crawl spaces. It gives you j the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing ` is recommended for the majority of basement wall applications. o � The perforations in the facing allow moisture to pass through the y R-0 material, reducing the possibility of condensation and ensuring kWw'� � ?a a proper thermal performance. ,� ��" � �yA � i APPLICATION B e� sG�. a y h �s � ffim�T KrrrF„x of v s" iF�s'^� �M�� :. • New construction or for retrofit in existing homes Aftr t ' SPECIFICATION COMPLIANCE "�` • ASTM C665 X o rk .c_- s, ga't • Type II, Class A, Category II ..�,�? ��,a Fir- ;'o' a"".•Y{` `fk" �,ft? ,'?`r� s�,t ; • IECC Code for a continuous R-value with a Class A Fire rating with no further modification 7-Y C INDOOR AIR QUALITY � tx ,,222" 'Fy' N ' • EUCEB Certified Contractor's Submittal Material approved for use in project. y „ 120 Caiola Court, Greenport ` � '"� "•'" '" Approved by D'Amaro Engineering and Surveying, P.C. TORMS AVAILAbLE # R-Value Dlimenslons, Facing �= 3.5'x 48'x 60' k R-11 PSK Perforated(White) 3.5'x 88'x 60' TECHNICAL DATA Property LUnat) Test;` Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. R-VALUE INFORMATION INSTALLATION Insulation is specified by its thermal resistance or R-value. "R" Half-wall application means resistance to heat flow. The higher the R-value, the greater • Secure a 2"x 2' furring strip horizontally to the side of the the insulating power. The amount of insulation you need depends sill plate at the top of the wall to be insulated. mainly on climate, type of heating(gas, oil, electricity)you use, • Fasten a second furring strip horizontally beneath the first and the area of the house you plan to insulate. The U.S. Dept. one by the width of the insulation being installed. of Energy has established minimum recommended insulation • Roll the insulation out on the floor cutting it to the length. R-values for 7 distinct parts of the country, or insulation zones. • Place the insulation between the furring strips and fasten If you live on the border between two zones, choose the higher the facing flanges to the 2'x 2'at top and bottom, making rather than the lower values. sure the facing is on the exposed side. Full-wall 2-piece application • Follow first two steps of half-wall application. *� • Nail another furring strip horizontally approximately 1" r above the floor. • Cut insulation to length and fasten insulation to the furring strips at the top and bottom of both insulation sections. Note Trimming of the second or bottom insulation section may be needed to fit between the lower furring strips to accommodate for any variations on site. • Contractor's Submittal 07-5/R-13 0 Material approved for use in project. 120 Caiola Court, Greenport 0o Approved by D'Amaro Engineering and Surveying, P.C. 0 -13 R-5/R-13 4 R-10/13-13 R-10/R-13 R-10/13-13 R-10/R-13 Except Marine 4 Marine R-10/R-13 R-10/R-13 R-15/R-19 R-15/R-19 6 R-10/13-13 R-15/R-19 R-15/13-19 R-15/R-19 CERTIFICATIONS 7 R-10/R-13 R-15/13-19 R-15/R-19 R-15/13-19 a.The first R-Value applies to continuous insulation,the second to framing cavity insulation;either insulation meets the requirement. t►}� WY b.R-15/R-19'shall be permitted to be met with R-13 cavity insulation on the ' interior of the basement wall plus R-5 continuous insulated sheathing on the interior EUCEB or exterior of the home.'R-10/R-13'means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Check with your Knauf Insulation Territory Manager to ensure information is current. KNAUF INSULATION, INC. One Knauf Drive The chemical and physical properties of this product represent average values Shelbyville, IN 46176 determined in accordance with accepted test methods.The data is subject to normal manufacturing variations.The data is supplied as a technical service and is subject Technical Support to change without notice.References to numerical flame spread ratings are not intended (317)398-4434 ext.8727 to reflect hazards presented by these or any other materials under actual fire conditions. info.us@knaufinsulation.com This product is covered by one or more U.S.and/or other patents. See patent www knautnorthamerica.com/patents 03 20 Visit knaufnorthamerica.com to learn more. 0 2020 Knauf Insulation, Inc. ESEVALUATIONHMO IMES Evaluation Report ° 4° ESR-3702 ® Reissued July 2029 SS li7 •, This report is subject to renewal July 2023. www.icc-es.orct i (800)423-6587 i (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 09 00 00—FINISHES DC315 Primer is a liquid-applied primer, manufactured by Section:09 96 43—Fire-Retardant Coatings International Fireproof Technology, Inc., and is supplied in 1-and 5-gallon(3.8 and 18.9 L)pails,and has a shelf life of REPORT HOLDER: 2 years when stored in factory-sealed containers at temperatures between 50°and 80°F(10 and 270C). INTERNATIONAL FIREPROOF TECHNOLOGY INC. DTM Bonding Primer is a waterborne, acrylic emulsion, EVALUATION SUBJECT: bonding primer manufactured by Sherwin-Williams. The primer is supplied in 1- and 5-gallon (3.8 and 18.9 L) DC315 INTUMESCENT COATING containers, and has a shelf life of three (3) years when stored in factory-sealed containers at temperatures 1.0 EVALUATION SCOPE between 50°and 100°F(10 and 38°C). . Compliance with the following codes: 3.2 VaporRetarder: When a minimum thickness of 18 mils WFT [0.018 inch ■ 2018, 2015, 2012, 2009 and 2006 International Building (0.46 mm)]of DC315 is applied to a minimum thickness of Code®(IBC) 2 inches(50.8 mm)of open-cell spray-applied foam plastic ■ 2018, 2015, 2012, 2009 and 2006 Intemational insulation, the assembly has a vapor permeance greater Residential Code®(IRC) than 1 and less than 10 perms (5.7x10 kg/Pa-s-M2) when Properties evaluated: tested in accordance with ASTM E96 procedure A (desiccant method), and qualifies. as a Class. III vapor ■ Application without a prescriptive thermal barrier retarder. ■ Application without a prescriptive ignition barrier 3.3 Surface Burning Characteristics: ■ Physical properties Contractor's Submittal When tested in accordance with ASTM E84/UL 723, at a ■ Surface burning ch AatariMbapproved for use in project. thickness of 13 mils WFT [0.013 inch (0.33 mm)], DC315 20 Caiola Court, Greenport has a flame spread index of 25 or less and a smoke- ■ Water vapAr trans mlSsic p developed index of 450 or less. The DC315 coated foam Approved Dy 'Amaro Engineering and Surveyir�R�{ies listed in Table 1 were tested in accordance with ■ Exterior walls in Types I through IV construction NFPA 286 and comply with the acceptance criteria of 2018 2.0 USES IBC Section 803.1.1.1 (2015, 2012 and 2009 IBC Section DC315 is a liquid-applied coating intended for application 803.1.2.1 and 2006 IBC Section 803.2.1) and 2018, 2015, over the surface of spray-applied foam plastic insulation 2012 and 2009 IRC R302.9.4 (2006 IRC Section R315.4) complying with ICC-ES Acceptance Criteria for Spray- and is permitted to be used where a Class A classification applied Foam Plastic Insulation (AC377). The coated in 18 IBC ec with ASTM E 15 or S 723 is required by assembly may be left exposed to the interior of the building 2018 IBC Section 803.13 (2015 IBC Section 803.11, 2012 and 2009 IBC Section 803.9 and 2006 IBC Section 803.5). without the application of a code-prescribed thermal barrier When installed as described in Section 4.2 of this report.The 4.0 DESIGN AND INSTALLATION DC315 coating may be used in attic and crawl spaces as 4.1 Installation–General: described in Section 4.3 of this report. See Section 4.4 for use in exterior walls of Type I, II, III and IV construction. DC315 must be applied in accordance with the 3.0 DESCRIPTION manufacturer's published application instructions and this report. A copy of the instructions must be available on the 3.1 General: job site at all times. DC315 is a single-component, water-based, liquid-applied DC315 must be mechanically mixed prior to application. intumescent coating and are available in white, ice gray, The coating is applied to the required thickness using spray dark gray and charcoal black. The coating is supplied in equipment, a brush or a roller having a medium nap. 5-gallon(19 L) pails and 55-gallon (208 L) drums, and has Surfaces to be coated must be inspected in accordance with a shelf life of one (1) year when stored in factory-sealed the manufacturer's published installation instructions and containers at temperatures between 50° and 80°F (10 and must be dry, clean, and free of dirt, loose debris and other 27°C). substances that could interfere with the adhesion of the ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressert nor are they lobe construed as an endorsement of the subject ofthe report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implicit as IN S. to arty finding or other matter in this report,or as to arty product covered by the report. Copyright©2021 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 13 ESR-3702 I Most Widely Accepted and Trusted Page 2 of 13 coating.The coating must not be applied when the ambient cavities must be as described in Table 3.The potential heat or surface temperature is below'50°F(10°C)or above 90°F of Carlisle Spray Foam Insulation SealTiteT"" Pro Closed (32° C) and relative humidity of more than 85%. The Cell spray-applied insulation is 1838 Btu/ft2(20.9 MJ/m2)per manufacturer must be consulted for specific application inch of thickness.The wall assembly must.be as described conditions. in Table 3. 4.2 Application without a Prescriptive Thermal Barrier: 5.0 CONDITIONS OF USE The DC315 coating may be applied over spray-applied foam The-'DC315 coating'described in this report complies with, plastic insulations listed in Table i without covering the or is a suitable alternative to what-is specified in, those coated assembly with the thermal barrier prescribed in IBC codes listed in Section 1.0 of this report, subject to the Section 2603.4 and IRC Section_R316.4(200.6-IRC Section following conditions: R314.4). 5.1 Application must comply with this report, the The DTM Bonding Primer, when used as part of the manufacturer's published installation instructions, and assemblies listed in Table1, must be installed in the applicable code. A copy of the installation accordance with the manufacturer's published installation instructions must be on the job site during application instructions. of the coating. In the event of a conflict between the 4.3 Application without a Prescriptive Ignition Barrier: manufacturer's published installation instructions and 4.3:1 .•General: Where spray-applied foam plastic this report,this reportand the code govern. insulations listed in Table 2 are installed in.attics and crawl 5.2 The application of additional interior finishes over the spaces without the ignition barrier prescribed in IBC Section DC315 coating is limited to interior/exterior satin latex 2603.4.1.6 and 2018, 2015; 2012 and 2009 IRC Sections paint applied at an average wet film thickness of R316.5.3 and R316.5.4 (2006 IRC Sections R314.5.3 and 8.0 mils (0.20 ' mm) ,or interior/exterior coating R314.5.4) the installation must be in accordance with consisting of 30% silicon alkyd having a VOC (less Sections 4.3.2 and 4.3.3,and the following conditions apply: exempt solvents) of no more than 340 g/L(2.8-lb/gal) and a volume solids content of 62% applied at a a. Entry to the attic or crawl.space is only to service maximum average wet film thickness of 8 mils utilities,and no storage is permitted. (0.20 mm).The use of either of the two interiorfinishes Contractor's Submittal in cop unction with a vapor retardant coating is outside b. There are no interconnected atti 9 p Mnbl ap 9 �fi?atS��'�f� �r use in r hope of this report. ._ c. Air in the attic or crawl space is not Eft@tjdb of %rt, Green ort parts of the building. Approved by D'Amaro Engineering M _41[imptl9l p.69cordance with this report is for the specif c assemblies and spray-applied foam plastic d. Attic ventilation is provided when required by 2018 IBC insulations described in Tables 1 and 2. The spray- Section 1202.2 (2015, 2012, 2009 and 2006 IBC applied foam plastic insulation must be installed in Section 1203.2)or IRC Section R806,except when air- accordance with the requirements set forth in the impermeable insulation is permitted in unvented attics specific ICC-ES evaluation report noted. For spray- in accordance with the 2018 IBC Section 1202.3(2015 applied foam plastic insulation that is not covered in an IBC Section 1203.3) or 2018, 2015 and 2012 IRC ICC-ES evaluation report, the evaluation is limited as Section R806.5(2009 IRC Section R806.4). noted in Tables 1 and 2, Footnote 3. e. Under-floor(crawl space)ventilation is provided when 5.4 When used in or on the exterior walls of buildings of required by 2018 IBC Section 1202.4[2015 IBC Section Type I, 11 111 or IV construction,the wall assembly must 1203.4(2012, 2009 and 2006 IBC Section 1203.3) or conform to those described in Section 4.7,Table 3 and IRC Section R408.1,as applicable. Figures 1 -4. f. Combustion air is provided in accordance with IMC 5.5 The coating is manufactured in Taoyuan, Taiwan and (International Mechanical Code®j Section 701. Irvine, California, under a quality control program with 4.3.2 In attics and crawl spaces: In attics,the insulation inspections by ICC-ES. may be spray-applied to the underside of roof sheathing or 6.0 EVIDENCE SUBMITTED roof rafters, and/or vertical surfaces; and in crawl spaces, the insulation may be spray-applied to the underside of 6.1 Data in accordance with the ICC-ES Acceptance floors and/or vertical surfaces provided the assembly Criteria for Fre-Protective Coatings Applied to Spray- conforms to one of the assemblies described in Table 2. applied Foam Plastic. Insulation Installed without a Code-prescribed Thermal Barrier (AC456), dated 4.3.3 Use on Attic Floors:The insulation may be installed October 2015 (Editorially revised January 2021), between and over the joists in attic floor at the maximum including room corner fire testing in accordance with thickness set forth in Table 2. The insulation must be NFPA 286. separated from the interior of the building by an approved thermal barrier.An ignition barrier prescribed in IBC Section 6.2 Report of testing in accordance with ASTM E84 (UL 2603.4.1.6 and 2018, 2015, 2012 and 2009 IRC Sections 723)• R316.5.3 and R316.5.4 (2006 IRC Sections R314.5.3 and 6.3 Report of vapor permeance test in accordance with R314.5.4)may be omitted. ASTM E96(Desiccant method). 4.4 Exterior Walls in Types I, II, 111 and IV Construction: 6.4 Report of testing in accordance with Appendix X of Carlisle Spray Foam Insulation SealTiteTM Pro Closed-Cell AC377. spray foam insulation(ESR-2072)may be installed in or on exterior walls of buildings of Type I,II,III and IV construction 6.5 Report of fire propagation characteristics testing in complying with IBC Section 2603.5 and as described in this accordance with NFPA 285 and associated fire section. The maximum thickness of the foam plastic engineering analysis supporting the NFPA 285 test installed on the exterior of the sheathing or installed in stud report. ESR-3702 I Most Widely Accepted and Trusted Page 3 of 13 6.6 Data on accelerated weathering,resistance to humidity The spray-applied foam plastic insulations must be and thermal cycling testing in accordance with ASTM labeled in accordance with the applicable evaluation D5894,ASTM D4585 and ASTM D3346,respectively. report(see Table 1). 7.0 IDENTIFICATION 7.2 The report holder's contact information is the following: 7.1 All containers of DC315 coating must be labeled with INTERNATIONAL FIREPROOF TECHNOLOGY INC. the manufacturer's name (International Fireproof 17528 VON KARMAN AVENUE Technology Inc.) and address;the product name; the IRVINE,CALIFORNIA 92614 date of manufacture, the shelf life or expiration date; (949)975-8588 the manufacturer's instructions for application,and the www.gainttol)rotect.com evaluation report number(ESR-3702). ptpftainttoprotect.com TABLE 1—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER (TESTED IN ACCORDANCE WITH NFPA 286) MAXIMUM DC315 COATING MINIMUM INSULATION INSULATION MAXIMUM THICKNESS(in.) MINIMUM AVERAGE THEORETICAL COMPANY NAME PRODUCT NAME THICKNESS(in.) (Overhead THICKNESS APPLICATION (Vertical Surfaces) Surfaces) (Applied to all Foam RATE OF Surfaces) COATING2 Acme Urethanes WC-50 8 14 12 mils DFT 1.13 gal/100 ft2 See Note 3 18 mils WFT AMD Distribution LLC Diamond Back 71/2 111/2 9 mils DFT 0.88 gal/100 f1:2 ESR-4438 14 mils WFT Barnhardt Manufacturing insulStar®Light 12-008 9 mils DFT 2 Company dba NCFI (See Note 3) 8 14 14 mils WFT 0.88 gal/100 ft Polyurethanes Barnhardt Manufacturing InsulBloce9 mils DFT Company dba NCFI (ESR-1615) 51/2 91/2 14 mils WFT 0.88 gal/100 ft2 Polyurethanes Barnhardt Manufacturing InsulStar® 9 mils DFT Company dba NCFI (ESR-1615) 51/2 91/2 14 mils WFT 0.88 gal/100 ft2 Polyurethanes Barnhardt Manufacturing InsulSte 1.7 SmartSPF 9.mils DFT Company dba NCFI (See Note 3) 51/2 91/2 14 mils WFT 0.88 gal/100 ft2 Polyurethanes Barnhardt Manufacturing Sealtite OCX12 mils DFT COntrj�CtOr S Submittal 14 1.13 gal/100 ft2 Company dba NCFI Polyurethanes (See Note 3) Ma erial approved for use in romect. 18 mils WFT Barnhardt Manufacturing InsulStar®SmartSPF 120 Caiola Court,Greenport 9 mils DFT Company dba NCFI' (s&pW@Wd by 'AmarAnginee Ing and NIrveying P.C14 mils WFT 0.88 gal/100 ft2 Polyurethanes BASF Corporation *ENERTITEO G 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-3102 14 mils WFT BASF Corporation ENERTITED NM 81/2 14' 9 mils DFT 0.88 gal/100 ft2 ESR-3102 14 mils WFT BASF Corporation SPRAYTITE 158 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-2642 14 mils WFT BASF Corporation SPRAYTITE 178 51/2 11,/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils WFT BASF Corporation SPRAYTITE 81205 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-2642 14 mils WFT BASF Corporation SPRAYTITE 81206 51/2 111/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils WFT BASF Corporation SPRAYTITE SP 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-2642 14 mils WFT BASF Corporation WALLTITE 200 51/2 11,/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils WFT BASF Corporation WALLTITE HP+ 51/2 11,/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils WFT BASF Corporation WALLTITE US 5'/2 11,/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils WFT BASF Corporation WALLTITE US-N 51/2 111/2 14 mils DFT 1.25 gal/100 ft2 ESR-2642 20 mils W FT BASF Corporation SPRAYTITE LW P-L 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT BASF Corporation WALLTITE LWP 51/2 111/2 14 mils DFT 1.25 gal/100 ft2 See Note 3 20 mils W FT BASF Corporation WALLTITE HP+S 51/2 111/2 14 mils DFT 125 gal/100 ft2 See Note 3 20 mils WFT Carlisle Spray Foam Foamsulate 50 , 9 mils DFT 2 Insulation See Note 3 8/2 14 14 mils WFT 0.88 gal/100 ft ESR-3702 I_Most Widely Accepted and Trusted Page`4 of 13 MAXIMUM DC315 COATING MINIMUM INSULATION INSULATION MAXIMUM THICKNESS(in) MINIMUM AVERAGE THEORETICAL . THICKNESS(in.)• • .THICKNESS APPLICATION COMPANY NAME PRODUCT NAME (Overhead (Vertical Surfaces) (Applied to all Foam RATE OF Surfaces) Surfaces• COATING2 Carlisle Spray Foam .,.,Foamsulate 50 HY 81/2 14 9-mils OFT 0.88 gal/100 ft2 . Insulation See Note 3 14 mils WFT Carlisle Spray Foam Foamsulate 7081/2 14 9.mils OFT . 0.88 gal/100 ft2 Insulation See Note 3 14 mils W FT Carlisle Spray Foam Foamsulate Closed Cell 51/2 91/2 9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils WFT Carlisle Spray Foam ` FoamsulateHFO , , 9 mils OFT 2 Insulation See Note 3 51/2 91/2 14 mils WFT 0.88 gaV100 ft .Carlisle Spray Foam _ Foamsulate OCX 9 14- :9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils WFT SealTite PRO Closed Carlisle Spray Foam Cell 5'/2 91/2 9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils W FT Carlisle Spray Foam _ SealTite PRO High Yield 81/2 14 • 9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils WFT Carlisle Spray Foam SealTite PRO No Mix 9 mils OFT 2 Insulation See Note 3 8 1/2 14 14 mils WFT O.SB gal/100 ft Carlisle Spray Foam SealTite PRO No Trim 21 _ 9 mils OFT 2 Insulation See Note 3 81/z 14 14 mils W FT 0.88 gal/100 ft Carlisle Spray Foam- SealTite PRO OCX 9 14 9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils WFT SealTite PRO One Zero Carlisle Spray Foam Closed Cell 51/2 91/2 9 mils OFT 0.88 gal/100 ft2 Insulation See Note 3 14 mils INET .Carlisle Spray.Foam SealTite PRO Open Cell , 14 9 mils OFT 2 .Insulation - See Note 3 8/z_ 14 mils WFT ft 0.88 gal/100 CertainTeed Ceitaspray X OC 51/4 14 13 mils OFT 1.25 gal/100 ft2 See Note 3 20 mils W FT. Tiger Foam®E-84 Fire- Commercial Thermal Rated SPF Class 1 Spray13 mils OFT 31/2 31/2 1.25 gal/100 ft2 Solutions,Inc. Foam System . Contractor's ufJmlttal 20 mils WFT ESR-3183 Accufoam 170See Note 3 �1 19 mils FT 13 mils OFT 2 Creative'Polymer Solutions 120-.CWc1a Court Green&t 1.19 gal/100 ft - ' W Acc.WaMe mar ngine ring an 1 urveyln 2 mils OFT 2 Creative•Polymer Solutions See Note 3 18 mils W FT 1:13 gal/100 ft Touch N'Foam DAP Foam,Inc: Professional Class I FR 31/2 31/2 13 mils OFT 1.25 gal/100 ft? Spray Foam System 20 mils W FT ESR-3052 Touch N'Seal Class I FR - 13 mils OFT DAP Foam,Inc. Spray Foam'System 31/2 31/2 20 mils W FT 1.•25 gal/100 ft2 .,:(ESR-3052) TNF/TNS Class I FR DAP Foam,Inc: HFO Spray Foam 31/a 31/a 12 mils OFT 1,13 gal/100 ft2 System 18 mils WFT See Note 3 Demilec,(USA)Inc. Agribalance® 71/2 111/2 12 mils OFT 1.13 gal/100 f0 ESR-2600 18 mils WFT Demilec(USA) Inc. Demilec APX®2.0 51/4 14 13 mils OFT 125 gal/100 ft2'. ESR-3703 20 mils WFT Demilec APXTM 13 mils OFT Demilec(USA)Inc. ESR-3470 8 10 20 mils W FT 1.25 gal/100 ft2 Demilec(USA)Inc. Demilec HeatlokO.HFO 71/2 1.11/2 9 mils OFT 0.88 gal/100 ft2 ESR-4073 14 mits WFT Demilec(USA)Inc: Demilec Heatlok®XTs 71/2 111/2 _ 9 mils.DF[ 0.88 gal/100 ft2 ESR-3824 14 mils WFT Demilec(USA)Inc. Demilec Heatlok®XT-W .71/2 111/2 12 mils OFT 1.13 gal/100 ft2 ESR-3883 18 mils WFT Demilec SEALECTIONO Demilec(USA)Inc. 500 71/2 111/2 12 mils OFT 1.13 gal/100 ft2 ESR-]172 18 mils W FT Demilec(USA) Inc. HEATLOK SOY®200 PLUS 71/2 111/2 12 mils OFT 1 13 gal/100 ft2 (ESR-3210) , 18 mils W FT Demilec(USA)Inc. Heatlok®Eco 51/2 91/2 14 mils OFT 1.38 gal/100 ft2 ESR-3198 22 mils WFT Demilec(USA)Inc. Sealection NM 71/2 111/2 '12 mils OFT 1 13 gaV100 ft2 ESR-2668 18 mils W FT ESR-3702 I Most Widely Accepted and Trusted Page.5 of 13 MAXIMUM DC315 COATING MINIMUM INSULATION INSULATION MAXIMUM THICKNESS(in.) MINIMUM AVERAGE THEORETICAL COMPANY NAME PRODUCT NAME THICKNESS(in.) Overhead THICKNESS APPLICATION (Vertical Surfaces) Surfaces) (Applied to all Foam RATE 0F2 Surfaces) COATING Elastochem Specialty Elastochem® 12 mils DFT 2 Chemicals,Inc. Insulthane®Extreme 71/4 71/4 18 mils W FT 1.13 gal/100 ft ESR-3809 Elastochem Specialty Insulthane 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 Chemicals,Inc. See Note 3 14 mils W FT EnergyOne America EOA 2000 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT EnergyOne America EOA 500 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-3686 14 mils W FT Titebond Weathermaster 13 mils DFT Franklin International,Inc. Superfoam 2 2 1.25 gal/100 ft2 See ESR-4099) 20 mils W FT Gaco Western F1850 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Gaco Western Gaco 183M 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Gaco Western GACO F1880 9 12 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Gaco Western Gaco Firestop2 F5001 18 18 12 mils DFT 1.13 gal/100 ft2 See Note 3 18 mils WFT Gaco Western Gaco Green 052N 111/4 111/4 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT Gaco Western GacoEZSpray F4500 81/2 14 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT General Coatings Ultrathane 050 8 10 13 mils DFT 1.25 gal/100 ft2 Manufacturing Corp. See Note 3 20 mils WFT DTM Bonding Primer 3 mils DFT/4 mils General Coatings Ultra-Thane 230 1 1 WFT 0.25 gal/100 ft2 [, 71/2 & & Manufacturing Corp. (ESR-3033) Contraa r�S Sub ittal DC315 1.13 gal/100 ft2 Material approved for use in project. 12 mils DFT/18 mils 120 Caiola Court Gr„en ort WFr General Coatings 401 Mae44y D'Amaro Erhgineerind and Sutf' eying, P.C. 12 mils DFT 1.13 gal/100 ft2 Manufacturing Corpee Note 3 18 mils WFT General Coatings Ultrathane 170 11 mils DFT 2 ManufacturingCorp. See Note 3 8 12 18 mils W FT 1.00 gal/100 ft General Coatings Ultrathane 205 HFO 11 mils DFT 2 ManufacturingCorp. See Note 3 8 12 18 mils WFT 1.00 gal/100 ft Guardian Energy Foam It Green 1 1 13 mils DFT 2 Technologies See Note 3 3/2 "- 3/z 20mils W FT 1.25 gal/100 ft Henry Company Permax 1.8 111/4 111/4 14 mils DFT 1.31 gal/100 ft2 See Note 3 21 mils W FT Henry Company Permax 2.OX 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-3647 14 mils WFT Henry Company Permax 2.OX Fast 5'/z g1/2 9 mils DFT 0.88 gal/100 ft2 ESR-3647 14 mils W FT Huntsman International, CertaSpray CC 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 LLC ESR-3758 14 mils W FT ICP Adhesives&Sealants, Handi-Foam E-84 Class 1(A)Spray Foam System 31/2 31/2 13 mils DFT 1.25 gal/100 ft2 Inc. (ESR-2717) 20mils WFT Icynene,Inc. LD C 50 No Mix 81/2 14 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Icynene,Inc. Classic 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-1826 14 mils WFT Icynene,Inc. Classic Plus 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-1826 14 mils W FT Icynene,Inc. Classic Ultra 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-1826 14 mils W FT Icynene,Inc. Classic Ultra Select 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-1826 14 mils W FT Icynene, Inc. Icynene MD-C-200 6 10 14 mils DFT 1.38 gal/100 ft2 ESR-3199 22 mils W FT Icynene,Inc. Icynene ProSeal 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-3500 14 mils W FT Icynene,Inc. Icynene ProSeal LE 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 ESR-3500 14 mils WFT Icynene,Inc. ProSeal HFO 51/2 g�/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT ESR-3702 I Most Widely Accepted and Trusted Page 6 of 13 MAXIMUM DC315 COATING MINIMUM MAXIMUM MINIMUM AVERAGE THEORETICAL INSULATION INSULATION THICKNESS(in.) THICKNESS(in.) THICKNESS' APPLICATION COMPANY NAME PRODUCT NAME (Vertical Surfaces) (Overhead (Applied to all Foam RATE OF Surfaces) Surfaces) COATINGZ Icynene,Inc. ProSeal Max HFC 6 91/2 9 mils DFT 0.88 gat/100 tt2 See Note 3 14 mils W FT Icynene-LaPolla, Inc. Foam-Lok FL 450 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-4242 14 mils W FT Icynene-LaPolla,Inc. Prime Gold 81/2 14 9 mils DFT 0.88 gal/100 ft2 ESR-4323 14 mils W FI- Johns Manville JM Corbond 111 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Johns Manville JM Corbond MCS- 71/4 91/4 14 mils DFT 1,38 gal/100 ft2 (ESR-3159) 22 mils W FT Johns Manville JM Corbond oc 71/2 111/2 12 mils DFT 1,13 gal/100 ft2 (See Note 3) 18 mils W FT Johns Manville JM Corbond ocx SPF 9 14 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT Johns Manville JM MCS+ 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT Johns Manville JM Gen IV 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 14 mils W FT LaPolla Industries,Inc. Foam-Lok FL2000 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (ESR-2629) 14 mils W FT LaPolla Industries, Inc. Foam-Lok FL500 81/2 14 9 mils DFT 0.88 gal/100 ft2 (ESR-2847) 14 mils W FT LaPolla Industries,Inc. Lapolla FL 2000 4G 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT LaPolla Industries,Inc. Lapolla Foam-Lok FL 750 8'/z 14 9 mils DFT 0.88 gal/100 ft2 (ESR-4322) 14 mils W FT LaPolla Industries,Inc. Foam-Lok FL2000-3G 8 14 16 mils DFT 1,50 gal/100 ft2 (ESR-2847) 24 mils W FT Natural Polymers,LLC Natural-ThermTM 0.5 IB 91/2 141/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Natural Polymers,LLC Natural-Therm-0.50 PCF 91/2 141/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 Gefltraetei: Ral 14 mils W FT ,LLC Natural-Therm-2.0 IDS 9 mils DFT Natural Polymers, I (See Note 3) 0.88al/100 ft2 a enal_app?bved for use in p6ject. 14 mils WFT g Natural Polymers,LLC Natural-ThermTM 2.0 IBW alp oU reenp 9 mils DFT 0.88 gal/100 ft2 S 4 mils W FT Natural Polymers,LLC Natural-Therm,Light 91/2 141/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3 14 mils W FT Natural Polymers,LLC Natural-Therm-ZERO 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT North American Spray EcoPolySeal 71/2 111/2 12 mils DFT 1,13 gal/100 ft2 Foam Polymers (ESR-4483) 18 mils W FT North American Spray EPS 2000 71/2 111/2 12 mils DFT 1.13 gal/100 ft2 Foam Polymers (ESR-4484) 18 mils W FT Nu-Wool Company Nu-Seal 0.5 91/2 141/2 9 mils DFT 0.88 gal/100 ft2 Incorporated (See Note 3) 14 mils W FT Nu-Wool Company Nu-Seal 2.0-W 51/2 14 9 mils DFT 0.88 gal/100 ft2 Incorporated (See Note 3) 14 mils W FT Polygreen Solutions GreenSeal 44 8 14 12 mils DFT 1.13 gaV100 ft2 (See Note 3) 18 mils W FT Preferred Solutions,Inc. Staycell®302 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT Profoam ProSeal 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (ESR-3835 14 mils W FT Profoam ProSeal Plus 51/2 g1/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT Profoam ProFill Plus 81/2 14 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT Purinova Sp.z.o.o. Purinova PURIOS 500 8 14 12 mils DFT 1,13 gaV100 ft2 (ESR-4165) 18 mils WFT Purinova Sp:Z.O.O. Crossing 450 8 14 12 mils DFT 1.13 gal/100 ft2 (ESR-4003) 18 mils W FT RHH Foam Systems Versi-Foam Class 1 31/2 31/2 13 mils DFT 1,25 gal/100 ft2 (See Note 3) 20 mils W FT Rhino Linings Corporation ThermalGuard CC2 51/2 g1/2 9 mils DFT 0.88 gaV100 ft2 (ESR-2100) 14 mils W FT Rhino Linings Corporation ThermalGuard OC.5 71/2 111/2 13 mils DFT 1.13 gal/100 ft2 (ESR-2100) 18 mils W FT SES Foam Nexseal 2.0 51/2 g1/2 9 mils DFT 0.88 gal/100 112 (See Note 3) 14 mils W FT ESR-3702 I Most Widely Accepted and Trusted Page 7 of 13 MAXIMUM DC315 COATING MINIMUM INSULATION INSULATION MAXIMUM THICKNESS(in) MINIMUM AVERAGE THEORETICAL . THICKNESS(in.) THICKNESS APPLICATION COMPANY NAME PRODUCT NAME (Vertical Surfaces) (Overhead (Applied to all Foam RATE OF Surfaces) Surfaces) COATING SES Foam Nexseal 2.0 LE 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT SES Foam SES 2.0 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 (See Note 3) 14 mils W FT SES Foam SES 2.0 LE 51/2 91/2 9 mils OFT 0.88 gal/100 ft2 (See Note 3) 14 mils_W FT SES Foam SES Foam Easyseal 0.5 Ib 81/2 14 9 mils OFT 0.88 gal/100 ft2 (ESR-3375) 14 mils W FT SES Foam Sucraseal-0.5 9 14 9 mils OFT 0.88 gal/100 ft2 (ESR-3375) 14 mils W FT Soprema SupraSeal 71/4 71/4 12 mils OFT 1.13 gal/100#t2 (See Note 3) 18 mils W FT Specialty Products,Inc. Envelo-Seal-0.5 OC 91/2 141/2 9 mils OFT 0.88 gal/100 ft2 S.P.1 See Note 3 14 mils W FT Specialty Products, Inc. Envelo-Seal-2.0 IBW 51/2 14 9 mils OFT 0.88 gal/100 ft2 S.P.I See Note 3 14 mils W FT Sustainable Polymer 0.5 OC 81/2 14 9 mils DIC 0.88 gal/100 ft2 Products (See Note 3) 14 mils W FT Sustainable Polymer 0.5 OCX 9 14 9 mils DFT 0.88 gal/100 ft2 Products (See Note 3) 14 mils W FT Sustainable Polymer 2.0 CC 51/2 91/2 9 mils OFT 0.88 gal/100 ft2 Products (See Note 3) 14 mils W FT Quik-Shield 100X 12 mils OFT SWD Urethane (See Note 3) 7 11 18 mils W FT 1.13 gal/100 ft2 SWD Urethane Quik-Shield 104 8 14 12:mils OFT 1.13 gal/100 ft2 See Note 3 18 mils W FT SWD Urethane Quik-Shield 106 111/4 111/4 15 mils OFT 1.50 gal/100 ft2 See Note 3 24 mils W FT SWD Urethane Quik-Shield 108 81/2 14 9 mils DFT 0.88 gal/100It2 See Note 3 14 mils W FT SWD Urethane Quik-Shield 112 IL16ULUT ssubmittal1 9 mils OFT 0.88 gaU100 ft2 See Note 3 Ma erial a IUbved for use in ect. 14 mils WFT DuPont de Nemours,Inc. FROTH-PAKTm 120 Ca' )Jp Court, Greenpgq 14 mils OFT 1.25 gal/100 ft2 E 0 mils WE STYRORTANpro DuPont de Nemours,Inc. Polyurethane Foam 91/2 91/2 15 mils OFT 1.38 gal/100 ft2 CM2045 22 mils W FT ESR-2670 The Spray Market SPM-200 71/2 111/2 9 mils OFT 0.88 gal/100 ft2 ESR-4195 1.4 mils W FT Thermoseal Thermoseal OCX 71/2 111/2 12 mils OFT 1.13 gal/100 ft2 See Note 3 18 mils W FT Thermoseal 2000 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils W FT Thermoseal Thermoseal CCX 71/2 111/2 9 mils OFT 0.88 gal/100 ft2 ESR-413 14 mils W FT Thermoseal TS 5G 51/2 91/2 9 mils DFT 0.88 gal/100 IF See Note 3 14 mils W FT Thermoseal TS One 51/2 91/2 13 mils DFr 1.25 gal/100 ft2 See Note 3 20 mils W FT Thermoseal TS360 81/2 14 13 mils OFT 125 gal/100 ft2 See Note 3 20 mils W FT Thermoseal TS500 8 14 12 mils OFT 1.13 gal/100 ft2 See Note 3 18 mils W FT Thermoseal TS800 8 14 12 mils OFT 1.13 gal/100 ft2 See Note 3 18 mils W FT Universal Polymers UPC 500 81/2 14 12 mils DFT 1.13 gal/100 ft2 Corporation ESR-3803 18 mils W FT Universal Polymers UPC 2.0 High Lift 8 12 12 mils OFT 1.13 gal/100 ft2 Corporation See Note 3 18 mils W FT Universal Polymers UPC 1.7 8 12 11 mils OFT 1.00 gal/100 ft2 Corporation See Note 3 18 mils W FT Universal Polymers UPC 2.0 8 12 11 mils OFT 1.00 gal/100 ft2 Corporation See Note 3 18 mils W FT Universal Polymers UPC 500 Max 8 14 14 mils DFT 1.31 gal/100 ft2 Corporation See Note 3 21 mils W FT Urethane Technology UTC 7040-0.53 14 mils OFT 2 Company,Inc. ESR-3244 5/z 14/a 20 mils W FT 1.25 gal/100 ft Urethane Technology UTC 7041-0.5 51/2 143/4 14 mils OFT 125 gal/100 ft2 Company,Inc. ESR-3244 20 mils WFT ESR-3702 I Most Widely Accepted and Trusted Page 8 of 13 MAXIMUM DC315 COATING MINIMUM INSULATION INSULATION MAXIMUM THICKNESS(in.) MINIMUM AVERAGE THEORETICAL THICKNESS(in.) THICKNESS APPLICATION COMPANY NAME PRODUCT NAME (Overhead (Vertical Surfaces), (Applied to all Foam ,' RATE OF Surfaces) Surfaces COATING Victory Polymers Corp. VPC-HFO 71/4 71/4 12 mils DFT 1.13 gal/100 ft2 ESR-4491 18 mils WFT Victory Polymers Corp. VPC-50 OCHY 81/2 111/2 9 mils DFT 0.88 gal/100 11:2 ESR-4502 14 mils WFT VPC-CC Superi-ift and 12 mils DFT Victory Polymers Inc. VPC-CC SuperYield 71/2 111/2 18 mils W FT 1.13 gal/100 ft2 ESR-4334 Victory Polymers Inc. VPC-OneStroke 71/2 111/2 12 mils DFT 1.13 gal/100 ft2 See Note 3 18 mils WFT Victory Polymers Inc. VPC-HiR-OC 81/2 111/2 9 mils DFT 0.88 gaill00 ft2 See Note 3 14 mils WFT Victory Polymers Inc. VPC-50NF 71/2 111/2 12 mils DFT 1,13 gal/100 ft2 ESR-4657 18 mils WFT Volatile Free,Inc. VFI-714 51/2 91/2 9 mils DFT 0.88 gaV100 ft2 See Note 3 14 mils WFT Volatile Free,Inc. VFI-716 81/2 14 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT XtremeSeal,LLC XtremeSeal 0.4 LX 81/2 14 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT XtremeSeal,LLC XtremeSeal 0.5 LX 81/2 14 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT XtremeSeal,LLC XtremeSeal 2.0 LE 51/2 91/2 9 mils DFT 0.88 gal/100 ft2 See Note 3 14 mils WFT For SI:1 inch=25.4 mm;1 mil=0.0254 mm;i gallon=3.38 L;1 ft2=0.93 m2. Notes: 1DFT=Dry Film Thickness;WFT=Wet Film Thickness 2As reported in the manufacturer's application instructions. Actual application rate, based upon specific project conditions, must be in accordance with the manufacturer's application instructions. 3Recognition is limited to the NFPA 286 test data for the coated assembly described.Evaluation for compliance of the spray foam insulation with other applicable requirements of AC377 and the IBC and IRC are outside the sco�genttaQfkWs Submittal Material approved for use in project. 120 Caiola Court, Greenport Approved by D'Amaro Engineering and Surveying, P.C. TABLE 2-USE OF INSULATION WITHOUT A PRESCRIPTIVE IGNITION BARRIER (TESTED IN ACCORDANCE WITH APPENDIX X OF AC377) MAXIMUM DC315 COATING MINIMUM MAXIMUM THICKNESS(in.) MINIMUM THEORETICAL INSULATION INSULATION THICKNESS(in.) (Underside of Roof AVERAGE APPLICATION COMPANY NAME PRODUCT NAME (Vertical Surfaces Sheathing and/or THICKNESS' OF and Attic Floors) Rafters,Underside (Applied to all RATE RATEG2 of Floors Foam Surfaces Acme Urethanes WC-50 8 14 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Barnhardt Manufacturing InsulStare Light(12-008) 4 mils DFT 2 Company dba NCFI (See Note 3) 8 14 7 mils WFT 0.44 gal/100 ft Polyurethanes BASF Corporation ENERTITE®G 111/2 151/2 3 mils DFT 0.25 gal/100 ft2 ESR-3102 4 mils WFT BASF Corporation ENERTITE®NM 111/2 151/2 3 mils DFT 0.25 gal/100 ft2 ESR-3102 4 mils WFT BASF Corporation SPRAYTITE 158 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation SPRAYTITE 178 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation SPRAYTITE 81205 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation SPRAYTITE 81206 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation SPRAYTITE SP 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation WALLTITE HP+ 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT BASF Corporation WALLTITE US 51/2 111/2 3 mils DFT 0.25 gal/100 112 ESR-2642 4 mils WFT BASF Corporation WALLTITE US-N 51/2 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-2642 4 mils WFT Carlisle Spray Foam Foamsulate 50 12 12 3 mils DFT 0.25 gal/100 ft2 Insulation See Note 3 4 mils WFT ESR-3702 I,Most Widely Accepted and Trusted Page 9 of 13 MAXIMUM DC315 COATING MINIMUM MAXIMUM THICKNESS(in.) MINIMUM THEORETICAL INSULATION INSULATION THICKNESS(in.) (Underside of Roof AVERAGE APPLICATION COMPANY NAME PRODUCT NAME (Vertical Surfaces Sheathing and/or THICKNESS' RATE OF and Attic Floors) Rafters,Underside (Applied to all COATING of Floors) Foam Surfaces Carlisle Spray Foam Foamsulate 70 14 14 3 mils DFT 0.25 gal/100 ft2 Insulation See Note 3 4 mils WFT Carlisle Spray Foam SealTite PRO No Mix 3 mils DFT 2 Insulation See Note 3 12 12 4 mils WFT 0.25 gal/100 ft Carlisle Spray Foam SealTite PRO No Trim 21 14 14 3 mils DFT 0.25 gal/100 ft2 Insulation See Note 3 4 mils WFT Creative Polymer Solutions Air Lok 170 51/2 9'/2 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Creative Polymer Solutions Airl Lok 45 8 14 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT TNF Class I FR HFO 4 mils DFT DAP Foam,Inc. Spray Foam System 31/4 31/4 6 mils WFT 0.38 gal/100 ft2 See Note 3 Demilec(USA)Inc. Agribalance® 71/2 11,/2 3 mils DFT 0.25 gal/100 ft2 ESR-2600 4 mils WFT Demilec SEALECTION@ 3 mils DFT Demilec(USA)Inc. 500 71/2 111/2 4 mils WFT 0.25 gal/100 ft2 ESR-1172 Demilec(USA)Inc. Heatlok®Eco 111/2111/2 3 mils DFT 0.25 gal/100 ft2 ESR-3198 4 mils WFT Gaco Western Gaco Green 052N 11'14 11'/4 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Gaco Western GacoEZSpray F4500 12 16 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT General Coatings Ultrathane 050 6 8 3 mils DFT 0.25 gal/100 ft2 Manufacturing Corp. See Note 3 4 mils WFT General Coatings Ultra-Thane 230 71/2 111/2 3 mils DFT 0.25 gal/100 ft2 Manufacturing Corp. ESR-3033 4 mils WFT General Coatings Ultra-Thane 202 71/2 111/2 3 mils DFT 0.25 gal/100 ft2 Manufacturin Corp. See Note 3 4 mils WFT General Coatings Ultra-Thane 205HFO/UPC 2.0 HFO 12 4 mils DFT 0.38 gal/100 ft2 Manufacturing Corp. See Note 3 Contra SSU mittal 6 mils WFT Ultra-Thane 205 ' General Coatings High Lift/UPC 2.0 HFO 20 Caiol Court, reenport 4 mils.DFT 2 Manufacturing Corp. R;�Il�ed by 'Amaro Engineering and Surrveying, P.C. 6 mils WFT 0.38 gal/100 ft See Note 3 Huntsman Building SEALECTION®NM 10 12 4 mils DFT 0.38 gal/100 ft2 Solutions ESR-2668 6 mils WFT Icynene, Inc. Classic 51/2 14 3 mils DFT 0.25 gal/100 ft2 ESR-1826 4 mils WFT Icynene,Inc. Classic Plus 8 14 3 mils DFT 0.25 gal/100 ft2 ESR-1826 4 mils WFT Icynene,Inc. Classic Ultra 51/2 14 3 mils DFT 0.25 gal/100 ft2 ESR-1826 4 mils WFT Icynene,Inc. Classic Ultra Select 51/2 14 3 mils DFT 0.25 gal/100 ft2 ESR-1826 4 mils WFT Icynene,Inc. Icynene MD-C-200 8 14 3 mils DFT 0.25 gal/100 ft2 ESR-3199 4 mils WFT Icynene,Inc. Icynene ProSeal 8 14 3 mils DFT 0.25 gal/100 ft2 ESR-3500 4 mils WFT Icynene,Inc. Icynene ProSeal LE 8 14 3 mils DFT 0.25 gal/100 ft2 ESR-3500 4 mils WFT Icynene-LaPolla,Inc. Foam-Lok FL 450 51/2 14 3 mils DFT 0.25 gal/100 ft2 ESR-4242 4 mils WFT Icynene-LaPolla,Inc. Prime Gold 51/2 14 3 mils DFT 0.25 gal/100 ft2 ESR-4323 4 mils WFT Johns Manville JM Corbond III 71/2 91/2 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Johns Manville JM MCS+ 71/2 9112 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils W FT LaPolla Industries,Inc. Foam-Lok FL500 51/2 11,/2 3 mils DFT 0.25 gal/100 ft2 ESR-284 4 mils WFT Natural Polymers,LLC Natural-Therm- HFO 71/2 111/2 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Natural Polymers,LLC Natural-ThermTM ZERO 71/2 111/2 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Polygreen Solutions GreenSeal 44 8 14 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT T ESR-3702 I Most Widely Accepted and Trusted Page 10 of 13 MAXIMUM DC315 COATING MINIMUM MAXIMUM THICKNESS(in.) MINIMUM THEORETICAL INSULATION INSULATION THICKNESS(in.) (Underside of Roof AVERAGE APPLICATION COMPANY NAME PRODUCT NAME (Vertical Surfaces Sheathing and/or THICKNESS' RATE OF and Attic Floors) Rafters,Underside (Applied to all COATING of Floors) Foam Surfaces PCC Prodex S.P z.o.0. Crossing 450 8 14 3 mils DFT 0.25 gal/100ft2 ESR-4003 4 mils WFT Profoam ProFill Plus 8 14 3 mils DFT 0.25 gal/100 ft2 (See Note 3) 4 mils WFT Purinova Sp:z.o.o. Purinova PURIOS 500 8 14 3 mils DFT 0.25 gal/100 ft2 ESR-4165 4 mils WFT Rhino Linings Corporation. ThermalGuard OC.5 8 12 3 mils DFT 0.25 gal/100 ft2 ESR-2100 4 mils WFT ThermalGuard 1.0 3 mils DFT Rhino Linings Corporation See Note 3 8 12 4 mils WFT 0.25 gall100 ft2 SES Foam SES Foam 0.5 Ib 9112 111/2 3 mils DFT 0.25 gal/100 ft2 ESR-3375 4 mils WFT Sustainable Polymer 0.5 OC HY 9112 111/2 3 mils DFT 0.25 gal/100 ft2 Products See Note 3 4 mils WFT SW D Urethane Quik-Shield 108 8 12 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT ThermoSeal,LLC TS 360 81/2 14 4 mils DFT 0.25 gal/100 ft2 See Note 3 6 mils WFT ThermoSeal,LLC TS 600 91/2 14 4 mils DFT 0.25-gal/100 ft2. See Note 3 6 mils WFT ThermoSeal,LLC TS 800 . 91/2 14 4 mils DFT 0.38 gal/100 ft2 See Note 3 6 mils WFT Universal Polymers UPC 500 81/2 14 4 mils DFT 0.38 gal/100 ft2 Corporation ESR-3803 6 mils WFT Urethane Technology UTC 7040-0.5 , s 3 mils DFT 2 Company,Inc. ESR-3244 512 1414 4 mils WFT 0.25 gal/100 ft Urethane Technology UTC 7041-0 ateria a rOv�'df for use in ro eY3/a. 3 mils DFT 0.25 gal/100 ft2 Company,"Inc. (ESR-32 pp. p 1 4 mils WFT Universal Polymers Corp. UPC 2.0 High L'if alo a urt, re nport 12. 4 mils DFT 0.38 gal/100 ft2 6 mils W FT Universal Polymers Corp. UPC 2.0, 7112 11112 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT Victory Polymers Corp. VPC-50 OCHY 12 12 3 mils DFT 0.25 gal/100 ft2 ESR-4502 4 mils WFT Victory Polymers Inc. VPC-OneStroke 71/2 111/2 12 mils DFT 1,13 gal/100 ft2 See Note 3 18 mils WFT Victory Polymers Inc: VPC-HiR-OC 14 14 3 mils DFT See Note 3 4 mils WFT 0.25 gal/100 ft2 Victory Polymers Inc: VPC-50NF 10 12 4 mils DFT 0.38 gal/100 ft2 ESR-4657, 6 mils WFT XtremeSeal,LLC XtremeSeal 0.4 LX 8 12 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT XtremeSeal,LLC XtremeSeal 0.5 LX 9112 111/2 3 mils DFT 0.25 gal/100 ft2 See Note 3 4 mils WFT For Sl:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2=0.93 m2. Notes: 1DFT=Dry Film Thickness;WFT=Wet Film Thickness 2As reported in the manufacturer's application instructions.Actual application rate,.,based upon specific project conditions, must be in accordance with the manufacturer's application instructions. 3Recognition is limited to the NFPA 286 test data for the coated assembly described.Evaluation for compliance of the spray foam insulation with other applicable requirements of AC377 and the IBC and IRC are outside the scope of the report. ESR-3702 I Most Widely Accepted and Trusted Page 11 of 13 TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENTS MATERIALS Base wall system— 1—Concrete wall Use either 1,2 or 3 2—Concrete masonry wall 3—1 layer of 5/8-inch-thick Type X gypsum wallboard on interior,installed over minimum 35/8-inch-deep, minimum No.20-gage steel studs spaced at a maximum of 24 inches on center with lateral bracing every 4 feet as required by the code. Floorline firestopping 4 pcf mineral-fiber insulation friction-fit in each wall stud cavity at each floor line.Thickness must match stud cavity depth. Cavity insulation— 1—None Use either 1,2,3 or 4 2— Spray-applied foam plastic insulation,maximum 35/8-inch-thick of Carlisle SealTiteThl Pro(ESR-2072) applied to Base wall 3,covering the width of the stud cavity and either fully filling the stud cavity depth or partially filling the stud cavity depth leaving a maximum air space of 15/8 inches.3—Fiberglass batt insulation,Class A (faced or unfaced)1 4—Mineral-fiber insulation complying with ASTM E1361 Exterior sheathing— 1—None Use 1 with Base Wall 1 or 2,Use 2—Minimum 1/2-inch-thick ASTM C1177 complying exterior sheathing 2 with Base Wall 3 Exterior Insulation 1—Maximum 31/2-inch-thick of Carlisle SealTiteTm Pro Closed Cell(ESR-2072)spray foam insulation,applied directly to the exterior face of the exterior sheathing of Base wall 3 or directly to the exterior face of Base wall 1 or 2, 2—The exposed surface of the spray foam insulation must be covered with International Fireproof Technology, Inc.DC315 intumescent coating applied at a minimum average 16 mils wet film thickness 3—The DC315 coating must be covered with Sherwin-Williams SHER-CRYL HPA topcoat applied at a minimum average 12 mils wet film thickness? Exterior wall 1—Brick covering—Use either —Standard nominally 4-inch-thick clay brick with brick veneer anchors installed a maximum of 24 inches on 1 through 12 center vertically on each stud. Maximum 2-inch air gap between exterior insulation and brick. 2—Cast concrete–Minimum 1-4nch-thick,using any standard non-open-jointed installation. —Maximum 2-inch air gap between exterior insulation and cast concrete. 3—Concrete masonry units–Minimum 21/2-4nch-thick,using any standard non-open-jointed installation. —Maximum 2-inch air gap between exterior insulation and concrete masonry units. 4—Natural stone veneer–Minimum 2-inch-thick,using any standard non-open-jointed installation technique 5—Terracotta cladding–Use any terracotta cladding system in which the terracotta is minimum 11/4-inch-thick, using any standard non-open-jointed installation technique. 6—Stucco–Minimum 3/4–inch-thick,code-complying three-coat exterior cement plaster and lath. 7—Aluminum cladding panels,vertical interlocking type–Minimum 0.030-inch-thick using the framing system specified in footnote 3. 8—Corrosion-resistant steel cladding panels,interlocking type–minimum 0.0149-inch-thick using the framing system specified in footnote 3. 9—Cold-rolled copper cladding panels,interlocking type–minimum 0.0216-inch-thick,minimum 16 ounces per square foot,using the framing system specified in footnote 3. 10—Fiber-cement siding–Minimum 0.25 inches thick,using any standard non-open-jointed installation. 11—One-coat Stucco–Minimum thickness as stated in a current ICG-ES evaluation report where the one-coat stucco has been qualified for compliance under ACI 1. 12—Thin brick veneer–Minimum 114-inch thick thin brick complying with ASTM C1088,adhered to minimum 3/4 –inch-thick,code-complying three-coat exterior cement plaster and lath mortar bed. Opening Flashing Minimum 0.030-inch-thick aluminum flashing installed at all openings to completely cover the opening header, jambs and sill For SI:1 inch=25.4 mm,1 foot'=304.8 mm,1 pcf=16.01 kg/m3. 'insulation must comply with the applicable requirements of 2018,2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). 2Coating must be applied in accordance with the coating manufacturer's published installation instructions. Wraming for Exterior wall coverings 7,8,and 9 consists of minimum 22 gage steel C-channel with 13/8-inch legs(54 mm)installed around the perimeter of any window opening or door opening through the exterior sheathing to the steel studs.4-inch deep(101 mm),20-gage steel Z-girts with 2-inch legs(51 mm)secured through exterior sheathing to studs at 24 inches(610 mm)on-center.Hat Channels[1-inch deep(25.4 mm),37/8-inch tall(99 mm)] 22-gage steel hat channels fastened at 24 inches(610 mm)on-center to the Z-girts.Z-girts may be installed horizontally or vertically.The cladding edges interlock together such that all edges and fasteners are concealed after installation.The maximum air space between the exterior face of the spray-applied foam plastic insulation and the back of the exterior wall covering cladding panels described in 7,8 and 9 must not exceed 21/2 inches(64 mm). Contractor's Submittal Material approved for use in project. 120 Caiola Court, Greenport Approved by D'Amaro Engineering and Surveying, P.C. ESR-3702 ( Most Widely Accepted and Trusted Page 12 of 13 2 1. Steel Studs—See Table 3,Base Wall System 3(See Alternate Base Wall in Table 3). Systems 1 2. Interior Gypsum Board—See Table 3. 3. Exterior Gypsum Sheathing—See Table 3. 4. Cavity Insulation—See Table 3 3 5, E)derior Insulation—See Table 3. 6. Exterior Insulation Intumescent Coating—See Table 3,Items 2 and 3. 1 g 7. Mounting System—See Table 3. 8 Z� K, '_ 7A.Z-Girts and Window Channel—See Table 3,Footnote 3. 7A rJ , 7B.Hat Channels—See Table 3,Footnote 3. 11 ' 8. E)derior Cladding—See Table 3 Claddings 7,8 or 9.(Other Claddings in Table 3 are not shown) 10. Floorline Firestopping—See Table 3. Lli 11. Window Flashing—See Table 3,Footnote 3. FIGURE 1—TABLE 3(COMPONENTS)* I F ! 3 s iVll j' 9l lii T# 'i 6V Type X gypsum wWbmd ____-- (2)Y SPF(See TWO 3) �� -- (3)LY ASTM C7177 sh85**V yv,.� (4)IF SPF ---(5)18 mh WFT OC315 M IFTI (8p2rnilc yyFT Sha-Q)A b7 snuwn IOVill t x a . (7)PAC-CLAD Flush Paint Senn an palels (8)a'dwp wr8 I-gins 4 " (s)r wm1 cneooer 1 i Top view FIGURE 2—TABLE 3(WALL DETAILS)* Contractor's Submittal Material approved for use in project. 120 Caiola Court, Greenport Approved by D'Amaro Engineering and Surveying, P.C. ESR-3702 I Most Widely Accepted and Trusted Page 13 of 13 33/:Framing 4'Z-Girt-- __ M '/i ASTMC7177 I ;c _.-.__........'1 Sheadung _r I 11z ASTM Cl 177 VZ-Girt 'Hat Channel Sheathing 9=l: 3'/:Ftaming 1'Flush Panel 2-Channel Cap � Z•Channel Cap 1'Hat Channel -- i"Flush Panel Head Flashing— Side Flashing FIGURE 3—TABLE 3(OPENING DETAILS)* In the event of conflict between the written descriptions in Table 3 and the Figure,the written description applies. Contractor's Submittal Material approved for use in project. 120 Caiola Court, Greenport Approved by D'Amaro Engineering and Surveying, P.C. Manual S Compliance Report Job: GGM149 Date: Jan 28,2022 1st Floor-AH1 By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org 9 Project • • uFor: 120 Caiola Court, Greenport, NY 11944 T0VVt4 0V SoU-tHot_D Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 19880 Btuh Entering coil DB: 77.4°F Outdoor design WB:71.7°F Latent gain: 2925 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 22805 Btuh Indoor RH: 50% Estimated airflow: 933 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S030-230A"+CX35-30/36B+EL296UH070XE36B-' Actual airflow: 933 cfm Sensible capacity: 19600 Btuh 99% of load Latent capacity: 8400 Btuh 287% of load Total capacity: 28000 Btuh 123% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 29366 Btuh Entering coil DB: 66.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: EL296UH070XE36B-' Actual airflow: 933 cfm Output capacity: 64000 Btuh 218% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. ti wrightsoft® 2022-Jan-2811:52:39 ».» .• ,.•... .. Right-Suite®Universal 2021 21.0.10 RSU26941 Page 1 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: GGM149 p p Date: Jan 28,2022 2nd Floor-AH2 By: Green Guru, LLC 12 Arbutus Court.Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 12510 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 1497 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 14007 Btuh Indoor RK 50% Estimated airflow: 800 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1-024-230A**+CHX35-24B+EL296UH045XE36B-" Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 134% of load Latent capacity: 7200 Btuh 481% of load Total capacity: 24000 Btuh 171% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 20187 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: EL296UH045XE36B-" Actual airflow: 800 cfm Output capacity: 43000 Btuh 213% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 4,1"'il- wrightsoft`° 2022-Jan-2811:52:39 �,. -� omP•., Right-Suite&Universal 2021 21.0.10 RSU26941 Page 2 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: GGM149 Date: Jan 28,2022 Bonus Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:vwowgreenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 5248 Btuh Entering coil DB: 75.0°F Outdoor design WB:71.7°F Latent gain: 1093 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 6342 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S018-230A**+CX35-30A+ML196UH045XE36B-* Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 240% of load Latent capacity: 5400 Btuh 494% of load Total capacity: 18000 Btuh 284% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 12072 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Gas furnace Manufacturer: Lennox Model: ML196UH045XE36B-* Actual airflow: 600 cfm Output capacity: 43000 Btuh 356% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft® 2022-Jan-28 11:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 3 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: GGM149 Date: Jan 28,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2, Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web www.greenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Design Information Htg CIg Infiltration Outside db (°F) 15 85 Method Simplified Inside db (°F) 68 75 Construction quality Average Design TD (°F) 53 10 Fireplaces 0 Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd Floor -AH2 1281 20187 12510 800 800 1st Floor-AH 1 2887 27642 17526 933 933 Bonus Room 528 12072 5248 600 600 Entire House 4696 59901 35019 2333 2333 Other equip loads 1724 648 Equip. @ 0.90 RSM 32065 Latent cooling 4256 TOTALS 4696 61625 36320 2333 2333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Jan-28 11:52:39 Right-Suite@ Universal 2021 21.0.10 RSU26941 Page 1 ACCK _.ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=tv1JJ8 Front Door faces:SW i Load Short Form Job: GGM149 Date: Jan 28,2022 1st Floor-AM By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project For: 120 Caiola Court, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Simplified Inside db (°F) 68 75 Construction quality Average Design TD (°F) 53 10 Fireplaces 0 Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL296UH070XE36B-" Cond ML14XC1S030-230A" AHRI ref 5625718 Coil CX35-30/36B+EL296UH070XE36B-" AHRI ref 202842106 Efficiency 96 AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 66000 Btuh Sensible cooling 19600 Btuh Heating output 64000 Btuh Latent cooling 8400 Btuh Temperature rise 63 °F Total cooling 28000 Btuh Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Gallery 123 0 0 0 0 Laundry 25 1253 1078 42 57 Storage 30 649 88 22 5 Bath Rm. 40 620 180 21 10 Den 182 1833 1553 62 83 Fireplace 35 0 0 0 0 Closet 14 0 0 0 0 Stair 76 0 0 0 0 Foyer 104 942 470 32 25 Bath 2 35 694 85 23 5 Pantry 35 3 3 0 0 Butler Pantry 35 303 506 10 27 Living Rm. 526 3132 1349 106 72 Kitchen 180 1762 1520 59 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft, 2022-Jan-2811:52:39 •�•» •T. •mpm Right-Suite®Universal 2021 21.0.10 RSU26941 Page 2 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Dining 216 3097 1666 105 89 Cl 21 0 0 0 0 M. Cl 36 2252 607 76 32 M. C12 24 185 187 6 10 Mud 72 1721 1334 58 71 Master Bed 304 3975 4273 134 228 M.B. Cl. 16 0 0 0 0 Master Bath 186 5223 2626 176 140 G. Stair 58 0 0 0 0 Garage 503 0 0 0 0 U.S. 12 0 0 0 0 1st Floor-AH1 2887 27642 17526 933 933 Other equip loads 1724 2354 Equip. @ 0.90 RSM 17872 Latent cooling 2925 TOTALS 2887 29366 20798 933 933 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Jan-28 11:52:39 —1-1 ,.'..�.-.r�o Right-Suite®Universal 2021 21.0.10 RSU26941 Page 3 ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=W8 Front Door faces:SW Load Short Form Job: GGM149 Date: Jan 28,2022 2nd Floor-AH2 By: Green Guru, LLC 12 Arbutus Court,Suite 2, Greenlawn, NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Simplified Inside db (°F) 68 75 Construction quality Average Design TD (°F) 53 10 Fireplaces 0 Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL296UH045XE36B-' Cond ML14XC1-024-230A" AHRI ref 5625717 Coil CHX35-24B+EL296UH045XE36B-" AHRI ref 202194261 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 44000 Btuh Sensible cooling 16800 Btuh Heating output 43000 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed Rm. 1 235 4656 2515 185 161 WIC 55 546 125 22 8 B 1 55 740 224 29 14 B 2 40 212 65 8 4 Closet 2 10 0 0 0 0 Bed Rm. 2 216 2175 1905 86 122 Closet 3 8 0 0 0 0 Laundry Rm. 70 1966 1767 78 113 Bed Rm. 3 211 3888 2236 154 143 B 3 83 1713 616 68 39 Closet 4 8 0 0 0 0 2nd Floor Hall 118 2331 1745 92 112 Stair Up 112 0 0 0 0 Storage Cl. 60 1961 1312 78 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Jan-28 11:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 4 ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW 2nd Floor-AH2 1281 20187 12510 800 800 Other equip loads 0 0 Equip. @ 0.90 RSM 11246 Latent cooling 1497 TOTALS 1281 20187 12743 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightso t- 2022-Jan-2811:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 5 / � ...ng\2021\149.120 CaiolaCT-Bob\120Caiolact.rup Calc=W8 Front Door faces:SW Load Short Form Job: GGM149 Date: Jan 28,2022 Bonus Room By: I am Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone631.398.6906 Email.michael@greenguru.org Web'vwmgreenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Simplified Inside db (°F) 68 75 Construction quality Average Design TD (°F) 53 10 Fireplaces 0 Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML196UH045XE36B-* Cond ML14XC1S018-230A" AHRI ref 204454167 Coil CX35-30A+ML196UH045XE36B-` AHRI ref 10582397 Efficiency 96.6 AFUE Efficiency 13.0 EER, 16 SEER Heating input 44000 Btuh Sensible cooling 12600 Btuh Heating output 43000 Btuh Latent cooling 5400 Btuh Temperature rise 65 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.114 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bonus 528 12072 5248 600 600 Bonus Room 528 12072 5248 600 600 Other equip loads 0 0 Equip. @ 0.90 RSM 4718 Latent cooling 1093 TOTALS 528 12072 5812 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft, 2022-Jan-2811:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 6 A+CK ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Building149 Analysis Job: Jan 28, Y Date: Jan 28,2022 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP, NY, US Indoor temperature (°F) 68 75 Elevation: 82 ft Design TD (°F) 53 10 Latitude: 41°N Relative humidity (%) 35 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 26.1 31.1 Dry bulb (°F) 15 85 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft' Btuh % of load Walls 4.1 22452 36.4 ventilation Glazing 30.0 7870 12.8 Doors 20.6 4820 7.8 Infiltration Ceilings 2.2 7754 12.6 Walls Floors 2.0 1785 2.9 Infiltration 2.9 15220 24.7 Ducts 0 0 Piping 0 0Floors Humidification 0 0 Ventilation 1724 2.8 ngs Adjustments 0 lGlaj�n Total 61625 100.0 Doors Component Btuh/ft2 Btuh % of load Walls 0.9 4767 13.4 Walls Glazing 47.1 12344 34.6 Internal Gains Doors 9.3 2186 6.1 Ceilings 1.3 4657 13.1 Floors 0.3 236 0.7 Infiltration 0.3 1468 4.1 Ducts 0 0 Ventilation 648 1.8 Infiltration Internal gains 9360 26.2 Glazing kc ther Blower 0 0 Adjustments 0 gs Total I 135667 100.0 Doors Latent Cooling Load =4256 Btuh Overall U-value = 0.080 Btuh/ft2-°F Data entries checked. wrlghtsoft- 2022-Jan-28 11:52:39 •�R•r Right-Suite®Universal 2021 21.0.10 RSU26941 Pae 1 i9C.Z.P� 9 ...ng\2021\149.120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Buildin Anal SIS Job: , g Jan 28 Y Date: an 28,2022 1st Floor-AH1 By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project1 • For: 120 Caiola Court, Greenport, NY 11944 -Design Conditions Location: Indoor: Heating Cooling Brookhaven AP, NY, US Indoor temperature (°F) 68 75 Elevation: 82 ft Design TD (°F) 53 10 Latitude: 41°N Relative humidity (%) 35 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 26.1 31.1 Dry bulb (°F) 15 85 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft' Btuh % of load Walls 4.1 11155 38.0 ventilation Glazing 30.0 2934 10.0 Doors 20.6 3992 13.6 Ceilings 1.7 2355 8.0 Walls Infiltration Floors 0.8 460 1.6 Infiltration 2.9 6745 23.0 Ducts 0 0 Piping 0 0 other Humidification 0 0 Ceilings Ventilation 1724 5.9 Adjustments 0 Glazing Doors Total 29366 100.0 "011 14• Component Btuh/ft' Btuh % of load Walls 0.6 1502 7.6 Walls Blower Glazing 51.0 4983 25.1 ventilation Doors 9.3 1811 9.1 Ceilings 1.5 2118 10.7 Glazin Floors 0 0 0 Infiltration 0.3 651 3.3 Ducts 0 0 Ventilation 648 3.3 Internal Gains Internal gains 6460 32.5 Blower 1707 8.6 Doors Adjustments 0 Total 19880 100.0 Ceilings Infiltration Latent Cooling Load = 2925 Btuh Overall U-value = 0.070 Btuh/ftZ-°F WARNING: window to floor area ratio = 3.4% - less than 5%. ` wrigFratsoft® 2022-Jan-2811:52:39 -••�n•• •P Right-Suite®Universal 2021 21.0.10 RSU26941 Pae 2 9 ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW BuildingAnalysis Job: Jan28,Y Date: an 28,2022 2nd Floor-AH2 By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP, NY, US Indoor temperature (°F) 68 75 Elevation: 82 ft Design TD (°F) 53 10 Latitude: 41°N Relative humidity (%) 35 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 26.1 31.1 Dry bulb (°F) 15 85 Infiltration: Dally range (°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh % of load Walls 3.7 5712 28.3 Glazing 30.0 4496 22.3n filtration Doors 0 0 0 walls Ceilings 2.6 4091 20.3 Floors 5.5 1109 5.5 Infiltration 2.9 4779 23.7 Floors Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments Glazing Ceilings Total 1 1 20187 100.0 Component Btuh/ft2 Btuh % of load Walls 0.9 1474 11.8 Walls Internal Gains Glazing 45.2 6771 54.1 Doors 0 0 0 Infiltration Ceilings 1.3 1958 15.7 Other Floors 1.0 206 1.6 Infiltration 0.3 461 3.7 Ceilings Ducts 0 0 Ventilation 0 0 Internal gains 1640 13.1 Blower 0 0 Adjustments 0 Glazing Total 1 12510 1 100.0 Latent Cooling Load = 1497 Btuh Overall U-value = 0.093 Btuh/ft2-°F Data entries checked. t wrlgl7taol`t' 2022-Jan-28 11:52:39 AM �^•� mow^--+�^••^• Right-Suite®Universal 2021 21.0.10 RSU26941 Pa e 3 ..ng\2021\149.120 CaiolaCT-Bob\120Caio[aCt.rup Calc=MJ8 Front Door faces:SW 9 BuildingAnalysis Job: GGM149 Y Date: Jan 28,2022 Bonus Room By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • Fo r: 120 Caiola Court, Greenport, NY 11944 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP, NY, US Indoor temperature (°F) 68 75 Elevation: 82 ft Design TD (°F) 53 10 Latitude: 41°N Relative humidity (%) 35 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 26.1 31.1 Dry bulb (°F) 15 85 Infiltration: Daily range (°F) - 15 ( L ) Method Simplified Wet bulb (°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ftZ Btuh % of load Walls 4.5 5585 46.3 Glazing 30.0 441 3.6 Doors 20.6 827 6.9 Infiltration Ceilings 2.5 1308 10.8 Floors 1.8 215 1.8 walls Infiltration 2.9 3696 30.6 Ducts 0 0 Piping 0 0 Humidification 0 0 other Ventilation 0 0 Ceilings Adjustments 0 Total 12072 100.0 Glazing Doors Component Btuh/ftZ Btuh % of load Walls 1.5 1791 34.1 Glazing 58.3 855 16.3 Internal Gains Doors 9.3 375 7.1 walls Ceilings 1.1 581 11.1 Floors 0.3 30 0.6 Infiltration 0.3 357 6.8 Ducts 0 0 Infiltration Ventilation 0 0 Internal gains 1260 24.0 Other Blower 0 0 Ceilings Adjustments 0 Glazing Total 5248 100.0 Doors Latent Cooling Load = 1093 Btuh Overall U-value = 0.082 Btuh/ftZ-°F WARNING: window to floor area ratio = 2.8%- less than 5%. t _rk wright50Tt- 2022-Jan-28 11:52:39 .�_ ^�•� - ^• - ^^ate Right-Suite®Universal 2021 21.0.10 RSU26941 Page 4 /�� ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW N Basement r4'4' 4 4" T44 4' Basement 4' B" Job #: GGM149 Green Guru, LLC Scale: 1 : 158 Performed for: Page 1 12 Arbutus Court,Suite 2 Right-Suite®Universal 2021 120 Caiola Court Greenlawn, NY 11740 21.0.10 RSU26941 Greenport, NY 11944 Phone:631.398.6906 2022-Jan-28 11:53:06 www.greenguru.org michael@greenguru.org 0 CaiolaCT-Bob\120CaiolaCt.rup N First Floor '6 fm Stora�p F.n arm Den Bath Rm. t'21 dm Fieplace Slai �5 K32 dm Foyer Lrvnp Rm. Closet LPantry K5 m kad Butler Tniry 211n T.Im &81 dm KAchen Dining II� 2 dm Cl �71 dm Mud 16' 95�l11RHr G.Star Laundry 7 dm Garage U.S. M.Cl2 to dm M.CI 6 dm Master Bed 14 dm Master Beth 176 dm 14 dm M.B.CI Job #: GGM149 Green Guru, LLC Scale: 1 : 158 Performed for: Page 2 12 Arbutus Court,Suite 2 Right-Suite®Universal 2021 120 Caiola Court Greenlawn, NY 11740 21.0.10 RSU26941 Greenport, NY 11944 Phone:631.398.6906 2022-Jan-28 11:53:06 www.greenguru.org michael@greenguru.org 0 CaiolaCT-Bob\120CaiolaCt.rup N Second Floor eau zz a zs arm 1 s C 11 I.. C Bed Rm.1 i �6000rm 62 Stair Up I m C7 122 m Bed Rm. 6 2nd FI r HaR Coset 2 I G 112 crm C. 3 Cb.-t 1 Laundry p_-"6. 6T"l B 3 66 c ff"3 dm 200 crm 00 dm Bonus 200, 10" 600 13" Job #: GGM149 Green Guru, LLC Scale: 1 : 158 Performed for: Page 3 12 Arbutus Court,Suite 2 Right-Suite®Universal 2021 120 Caiola Court Greenlawn, NY 11740 21.0.10 RSU26941 Greenport, NY 11944 Phone:631.398.6906 2022-Jan-28 11:53:06 www.greenguru.org michael@greenguru.org 0 CaiolaCT-Bob\120CaiolaCt.rup Duct System Summary Job: GGM149 Date: Jan 28,2022 1st Floor AHI By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn, NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:ww ..greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/ return available pressure 0.431 /0.069 in H2O 0.431 /0.069 in H2O Lowest friction rate 0.104 in/100ft 0.104 in/100ft Actual air flow 933 cfm 933 cfm Total effective length (TEL) 481 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 694 23 5 0.204 4.0 0x0 ShMt 36.6 175.0 st6 Bath Rm. h 620 21 10 0.198 4.0 Ox 0 ShMt 57.6 160.0 st6 Butler Pantry c 506 10 27 0.200 4.0 OX 0 ShMt 30.6 185.0 st6 Den c 1553 62 83 0.221 5.0 0x0 ShMt 79.6 115.0 st6 Dining h 1548 52 44 0.250 4.0 0X0 ShMt 32.0 140.0 st4 Dining-A h 1548 52 44 0.267 4.0 0x0 ShMt 21.0 140.0 st4 Foyer h 942 32 25 0.197 4.0 0x0 ShMt 48.6 170.0 st6 Kitchen c 1520 59 81 0.206 5.0 0x0 ShMt 23.6 185.0 st6 Laundry c 1078 42 57 0.305 4.0 0x0 ShMt 11.3 130.0 st5 Living Rm. h 1566 53 36 0.204 4.0 0x0 ShMt 61.3 150.0 st4 LivingRm.-A h 1566 53 36 0.225 4.0 0X0 ShMt 51.1 140.0 st4 M.Cl h 2252 76 32 0.132 5.0 0x0 ShMt 46.8 280.0 st5 M.Cl2 c 187 6 10 0.184 4.0 0x0 ShMt 39.6 195.0 st5 Master Bath h 5223 176 140 0.104 8.0 OX 0 ShMt 47.5 365.0 st5 Master Bed c 2137 67 114 0.104 7.0 OX 0 ShMt 49.1 365.0 st5 Master Bed-A c 2137 67 114 0.190 6.0 OX 0 ShMt 37.1 190.0 st5 Mud c 1334 58 71 0.326 5.0 0x0 ShMt 2.0 130.0 st6 Pantry c 3 0 0 0.196 4.0 0X0 ShMt 34.6 185.0 st6 Storage h 649 22 5 0.201 4.0 0x0 ShMt 64.6 150.0 st6 1 'r' wrightsoft, 2022-Jan-2811:52:39 ...,I,N a=, -o •.. I.. .y Right-Suite@ Universal 2021 21.0.10 RSU26941 Page 1 ..ng\2021\149. 120 CaiolaCT-Bob\120Caio]aCt.rup Calc=MJ8 Front Door faces:SW Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 435 467 0.104 708 11.0 0 x 0 ShtMetl st4 Peak AVF 210 161 0.204 787 7.0 0 x 0 ShtMetl st6 Peak AVF 288 306 0.196 875 8.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 0x0 933 933 66.7 0.104 668 16.0 Ox 0 ShMt wrightsoft® 2022-Jan-2811:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 2 �+� ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: GGM149 Date: Jan 28,2022 M, 2nd Floor-AH2 By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.orgVVeb:vmw.greenguru.org Project Information Fo r: 120 Caiola Court, Greenport, NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0.345 /0.155 in H2O 0.345 /0.155 in H2O Lowest friction rate 0.173 in/100ft 0.173 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 289 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd Floor Hall c 1745 92 112 0.217 6.0 Ox 0 ShMt 19.2 140.0 st3 B1 h 740 29 14 0.203 4.0 0x0 ShMt 45.4 125.0 st3 B2 h 212 8 4 0.206 4.0 Ox 0 ShMt 27.3 140.0 st2 B3 h 1713 68 39 0.244 5.0 Ox 0 ShMt 11.8 130.0 st2 Bed Rm. 1 h 4656 185 161 0.186 7.0 0x0 ShMt 36.1 150.0 st2 Bed Rm.2 c 1905 86 122 0.205 6.0 0X0 ShMt 18.9 150.0 st2 Bed Rm.3 h 3888 154 143 0.229 6.0 0x0 ShMt 11.0 140.0 st3 Laundry Rm. c 1767 78 113 0.219 6.0 Ox 0 ShMt 17.9 140.0 st3 Storage Cl. c 1312 78 84 0.185 5.0 Ox 0 ShMt 36.5 150.0 st3 Wlc h 546 22 8 0.173 4.0 0x0 ShMt 39.4 160.0 st3 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 347 326 0.186 785 9.0 0 x 0 ShtMetl st3 Peak AVF 453 474 0.173 869 10.0 0 x 0 ShtMetl 1 wrightsoft- 2022-Jan-2811:52:39 1.1'..._...."'y Right-Suite®Universal 2021 21.0.10 RSU26941 Page 3 ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 0x0 800 800 89.2 0.173 652 15.0 Ox 0 ShMt Wrightsoft` 2022-Jan-2811:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 4 ...ng\2021\149. 120 CaiolaCT-Bab\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: GGM149 Date: Jan 28,2022 Bonus Room By: WA Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0.364 /0.136 in H2O 0.364 /0.136 in H2O Lowest friction rate 0.215 in/100ft 0.215 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 233 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bonus C 1749 200 200 0.332 7.0 Ox 0 ShMt 14.9 95.0 Bonus-A C 1749 200 200 0.215 7.0 OX 0 ShMt 29.8 140.0 SO Bonus-B C 1749 200 200 0.230 7.0 Ox 0 ShMt 18.6 140.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 400 400 0.215 733 10.0 0 x 0 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 0x0 600 600 63.2 0.215 651 13.0 Ox 0 ShMt - wrightsoft® 2022-Jan-28 11:52:39 >w„•..I»- ..».-..:,... Right-Suite®Universal 2021 21.0.10 RSU26941 Page 5 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=W8 Front Door faces:SW 49 Duct system multi orientation report Job: 1 Date: Jan 2022 1st Floor-AHI By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Group 1: ( N)Group 2: (NE, SW)Group 3: ( E)Group 4: (SE)Group 5: (S)Group 6: (W)Group 7: (Nw) Duct Name N NE E SE Reg CFM Peg Size Puct Size eg CFM eg Size uct Size eg CFM reg Size uct Size eg CFM eg Size uct Size u I Branches Bath 2 23 h 1x12 4 23 h 1x12 4 23 h 1x12 4 23 h 1x12 4 Bath Rm. 21 h 1x12 4 21 h 1x12 4 21 h 1x12 4 21 h 1x12 4 Butler Pantry 27 c 1x12 4 29 c 1x12 4 31 c 2x12 4 28 c 2x12 4 Den 83 c 4x12 5 78 c 4x12 5 70 c 3x12 5 82 c 3x12 5 Dining 52 h 2x12 4 52 h 2x12 4 52 h 2x12 4 52 h 2x12 4 Dinin -A 52 h 2x12 4 52 h 2x12 4 52 h 2x12 4 52 h 2x12 4 Foyer 32 h 2x12 4 32 h 2x12 4 32 h 2x12 4 32 h 2x12 4 Kitchen 81 c 4x12 5 88 c 4x12 5 94 c 4x12 5 85 c 4x12 5 Laundry 57 c 3x12 4 44 c 3x12 4 42 h 2x12 4 53 c 2x12 4 Living Rm. 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 Living Rm.-A 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 M. CI 76 h 3x12 5 76 h 3x12 5 76 h 3x12 5 76 h 3x12 5 M. C12 10 c 1x12 4 8 c 1x12 4 6 h 1x12 4 9 c 1x12 4 Master Bath 176 h 7x12 8 176 h 7x12 8 176 h 7x12 8 176 h 7x12 8 Master Bed 114 c 5x12 7 119 c 5x12 7 123 c 5x12 7 118 c 5x12 7 Master Bed-A 114 c 5x12 6 119 c 5x12 6 123 c 5x12 6 118 c 5x12 6 Mud 71 c 3x12 5 87 c 3x12 5 70 c 4x12 5 59 c 3x12 4 Pantry 0 c 0x12 4 0 c 0x12 4 0 c 0x12 4 0 c 0x12 4 r s a 22 h 1x12 4 22 h 1x12 4 22 h 1x12 4 22 h 1x12 4 I Trunks 467 c 11 436 c 10 458 c 11 477 c 11 210h 7 210h 7 210h 7 210h 7 306 c 8 324 c 9 299 c 8 291 c 8 urn Branches 933 c 12x12 16 933 c 12x12 16 933 c 12x12 16 933 c 12x12 16 riction Rates Heating FR 0.104 0.104 0.104 0.104 ooling FR 0.104 0.104 0.104 0.104 Wrightsoft` 2022-Jan-2811:52:39 •� ._ ,m, Right-Suite®Universal 2021 21.0.10 RSU26941 Page 1 ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Project Information For: 120 Caiola Court, Greenport, NY 11944 Duct Name S S NW eg CFM eg Size Puct Size eg CFM reg Size Puct Size eg CFM reg Size uct Siz reg CFM reg Size uct Size Supply Branches Bath 2 23 h 1x12 4 23 h 1x12 4 23 h 1x12 4 23 h 1x12 4 Bath Rm. 21 h 1x12 4 21 h 1x12 4 21 h 1x12 4 21 h 1x12 4 Butler Pantry 27 c 2x12 4 29 c 1x12 4 30 c 2x12 4 28 c 2x12 4 Den 91 c 4x12 5 88 c 4x12 5 76 c 4x12 5 79 c 3x12 5 Dining 52 h 2x12 4 54 c 2x12 4 58 c 2x12 4 52 c 3x12 4 Dinin -A 52 h 2x12 4 54 c 2x12 4 58 c 2x12 4 52 c 3x12 4 Foyer 32 h 2x12 4 32 h 2x12 4 32 h 2x12 4 32 h 2x12 4 Kitchen 81 c 4x12 5 86 c 4x12 5 90 c 4x12 5 83 c 4x12 5 Laundry 72 c 2x12 5 63 c 3x12 4 42 h 3x12 4 51 c 2x12 4 Living Rm. 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 Living Rm.-A 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 53 h 2x12 4 M. CI 76 h 3x12 5 76 h 3x12 5 76 h 3x12 5 76 h 3x12 5 M. C12 12 c 1x12 4 11 c 1x12 4 8 c 1x12 4 9 c 1x12 4 Master Bath 176 h 7x12 8 176 h 7x12 8 176 h 7x12 8 176 h 7x12 8 Master Bed 117 c 5x12 7 122 c 5x12 7 121 c 5x12 7 115 c 5x12 7 Master Bed-A 117 c 5x12 6 122 c 5x12 6 121 c 5x12 6 115 c 5x12 6 Mud 78 c 3x12 5 83 c 3x12 5 58 c 4x12 4 58 h 3x12 4 Iantr0 c 0x12 4 0 c 0x12 4 0 c 0x12 4 0 c 0x12 4tors a 22 h 1x12 4 22 h 1x12 4 22 h 1x12 4 22 h 1x12 4 u I Trunks t5 460 c 11 435 h 10 465 c 11 487 c 11 t4 210h 7 210h 7 210h 7 210h 7 6 316 c 9 319 c 9 288 h 8 288 h 8 Return Branches b1 933 c 12x12 16 933 c 12x12 16 933 c I 12x12 16 933 c 12x12 16 riction Rates Heating FR 0.1041 i 0.104 0.1041 0.104 ,Cooling FR 0.1041 1 0.104 0.1041 0.104 * wrightsoft" 2022-Jan-2811:52:39 ti, w,..•n..,...., . o,• •, Right-Suite®Universal 2021 21.0.10 RSU26941 Page 2 /C+CA ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Project • • For: 120 Caiola Court, Greenport, NY 11944 uct Name Largest Smallest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size upply Branches Bath 2 23 h 1x12 4 23 h 1x12 4 Bath Rm. 21 h 1x12 4 21 h 1x12 4 Butler Pantry 1 c 2x12 4 27 c 1x12 4 Den 91 c 4x12 5 70 c 3x12 5 Dining 8 c 3x12 4 52 h 2x12 4 Dinin -A 58 c 3x12 4 52 h 2x12 4 Foyer 32 h 2x12 4 32 h 2x12 4 Kitchen 94 c 4x12 5 81 c 4x12 5 Laundry 72 c 3x12 5 42 h 2x12 4 Living Rm. 53 h 2x12 4 53 h 2x12 4 Living Rm.-A 53 h 2x12 4 53 h 2x12 4 M. CI 76 h 3x12 5 76 h 3x12 5 M. C12 12 c 1x12 4 6 h 1x12 4 I ster Bath 176 h 7x12 8 176 h 7x12 8 ster Bed 123 c 5x12 7 114 c 5x12 7 ster Bed-A 123 c 5x12 6 114 c 5x12 6 d 7 c 4x12 5 58 c 3x12 4 ntr c 0x12 4 0 c 0x12 4 ors a 2 h 1x12 4 22 h 1x12 4 i Trunks 87 c 11 435 h 10 10h 7 210h 7 24 c 9 288 h 8 turn Branches rb1 933 c 12x12 16 933 c 12x12 16 Friction Rates Heating FR 0.104 0.104 Cooling FR P.104 0.104 wrightsoft' 2022-Jan-2811:52:39 �� •� p Right-Suite®Universal 2021 21.0.10 RSU26941 Page 3 .ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM- register design cfm is larger than 150 CFM Friction Rate -friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation " wrightsoft® 2022-Jan-2811:52:39 e.• w-.Y I.—n, Right-Suite®Universal 2021 21.0.10 RSU26941 Page 4 ACCX ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Ducts stem multi orientation re ort Job: GGM149 Y P Date: Jan 28,2022 2nd Floor-AH2 By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn, NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:v w..greenguru.org Project • • For: 120 Caiola Court, Greenport, NY 11944 Group 1: ( N)Group 2: (NE)Group 3: ( E)Group 4: (SE, S, SW)Group 5: (W, NW) Duct Name N NE E SE eg CFM eg Size puct Size reg CFM reg Size uct Size reg CFM reg Size ruct Size reg CFM reg Size Puct Size Supply Branches 2nd Floor Hall 112 c 12x12 6 97 c 12x12 5 92 h 12x12 5 92 h 12x12 5 B 1 29 h 12x12 4 33 c 12x12 4 51 c 12x12 4 37 c 12x12 4 B 2 8 h 12x12 4 8 h 12x12 4 8 h 12x12 4 8 h 12x12 4 B 3 68 h 12x12 5 68 h 12x12 5 68 h 12x12 5 68 h 12x12 5 Bed Rm. 1 185 h 12x12 7 185 h I 12x12 7 217 c 12x12 7 1 219 c 12x12 7 Bed Rm. 2 122 c 12x121 6 98 c 12x12 5 86 h 12x12 5 111 c 12x12I 6 Bed Rm. 3 154 h 12x1 21 6 158 c 12x12 6 169 c 12x12 6 154 h 12x12I 6 Laundry Rm. 113 c 12x121 6 104 c 12x12 6 87 c 12x12 5 91 c 12x12 5 Storage CI. 84 c 12x12 5 78 h 12x12 5 78 h 12x12 5 78 h 12x12 5 IC 22 h 12x12 4 1 22 h 12x12 4 22 h 12x12 4 22 h 12x12 4 Supply Trunks t2 347 h 9 347 h 9 362 c 9 377 c 9 t3 474 c 10 473 c 10 453 h 10 453 h 10 Return Branches rb2 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 riction Rates Heating FR 0.173 0.173 0.173 0.173 ooling FR 0.173 0.173 0.173 0.173 -! wrightsoft- 2022-Jan-28 11:52:39 Right-Suite@ Universal 2021 21.0.10 RSU26941 Page 5 ...ng\2021\149.120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Project Information For: 120 Caiola Court, Greenport, NY 11944 Duct Name S S N Reg CFM eg Size uct Size eg CFM reg Size uct Size eg CFM reg Size Puct Size eg CFM reg Size uct Size §ypply Branches 2nd Floor Hall 94 c 12x12 5 92 h 12x12 5 92 h 12x12 5 92 h 12x12 5 B 1 29 h 12x12 4 34 c 12x12 4 43 c 12x12 4 29 h 12x12 4 B 2 8 h 12x12 4 8 h 12x12 4 8 h 12x12 4 8 h 12x12 4 B 3 68 h 12x12 5 68 h 12x12 5 80 c 12x12 5 68 h 12x12 5 Bed Rm. 1 198 c 12x12 7 201 c 12x12 7 204 c 12x12 7 185 h 12x12 7 Bed Rm. 2 148 c 12x12 6 134 c 12x12 6 104 c 12x12 6 110 c 12x12 6 Bed Rm. 3 154 h 12x12 6 154 h 12x12 6 201 c 12x12 7 180 c 12x12 7 Laundry Rm. 101 c 12x12 5 86 c 12x12 5 78 h 12x12 5 90 c 12x12 5 Storage CI. 78 h 12x12 5 78 h 12x12 5 78 h 12x12 5 78 h 12x12 5 IC 22 h 12x12 4 22 h 12x12 4 22 h 12x12 4 22 h 12x12 4 Supply Trunks t2 379 c 9 393 c 9 393 c 9 354 c 9 ,st3 453 h 1 10 453 h 10 453 h 10 453 h 10 !Return Branches rb2 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 800 c 12x12 15 Friction Rates IHeating FR 0.173 0.173 0.1731 0.173 ooling FR 0.173 0.173 0.1731 1 0.173 wrightsoft® 2022-Jan-2811:52:39 w,=••e•. .•. - •mP•, Right-Suite(g)Universal 2021 21.0.10 RSU26941 Page 6 ...ng\2021\149. 120 CaiolaCT-Bob\120Caioiact.rup Calc=MJ8 Front Door faces:SW Project • • For: 120 Caiola Court, Greenport, NY 11944 uct Name Lar est I Smallest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size upply Branches nd Floor Hall 112 c 12x12 6 92 h 12x12 5 6 1 51 c 12x12 4 29 h 12x12 4 B 2 8 h 12x12 4 8 h 12x12 4 B 3 80 c 12x12 5 68 h 12x12 5 Bed Rm. 1 219 c 12x12 7 185 h 12x12 7 Bed Rm. 2 148 c 12x12 6 86 h 12x12 5 Bed Rm. 3 201 c 12x12 7 154 h 12x12 6 Laundry Rm. 113 c 12x12 6 78 h 12x12 5 Storage CI. 84 c 12x12 5 78 h 12x12 5 IC 22 h 12x12 4 22 h 12x12 4 Supply Trunks t2 393 c 9 347 h 9 t3 474 c 10 453 h 10 Return Branches rb2 800 c 12x12 15 800 c 12x12 15 Friction Rates Heating FR 0.173 0.173 Cooling FR P.173 0.173 Wf IghtsOtt` 2022-Jan-28 11:52:39 ..w,....,<om,.., Right-Suite®Universal 2021 21.0.10 RSU26941 page 7 ...ng\2021\149.120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM- register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation C * wrightsoft® 2022-Jan-2811:52:39 -CM -- ••, Right-Suite®Universal 2021 21.0.10 RSU26941 Page 8 ...ng\2021\149.120 CaiolaCT-Bob\120Caiolact.rup Calc=W8 Front Door faces:SW Ducts stem multi orientation re ort Job: GGM149 Y P Date: Jan 28,2022 Bonus Room By: Green Guru, LLC 12 Arbutus Court, Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project Information For: 120 Caiola Court, Greenport, NY 11944 Group 1: ( N, NE, E, SE, S, SW, W, NW) Duct Name N NE E SE Reg CFM reg Size uct Size reg CFM reg Size uct Size reg CFM reg Size ruct Size reg CFM Peg Size uct Size Supply Branches Bonus 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 Bonus-A 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 Bonus-B 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 Supply Trunks t1 400 c 1 10 1 400 c 10 400 c 10 400 c 10 Return Branches rb3 600 c 12x12 13 600 c 12x12 13 600 c 12x12 13 600 c 12x12 13 Friction Rates Heatin FR 0.215 0.215 0.215 0.215 Doling FR 0.215 0.215 0.215 0.215 .� * wrightsoft® 2022-Jan-28 11:52:39 ^�. .' -.-" Right-Suite®Universal 2021 21.0.10 RSU26941 Page 9 ng\2021\149.120 CaiotaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Project Information For: 120 Caiola Court, Greenport, NY 11944 Duct Name S SW W N Reg CFM reg Size Puct Size eg CFM reg Size uct Size eg CFM reg Size uct Size eg CFM reg Size ruct Size Supply Branches Bonus 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 Bonus-A 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 Bonus-B 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 200 c 12x12 7 u ply Trunks t1 400 c 10 400 c 10 400 c 10 400 c 10 Return Branches rb3 600 c 12x12 13 600 c 12x12 13 600 c 12x12 13 600 c 12x12 13 riction Rates Heating FR 0.215 0.215 0.215 0.215 ooling FR 0.215 0.215 0.215 0.215 wrightsoft® 2022-Jan-2811:52:39 • w— -a, Right-Suite®Universal 2021 21.0.10 RSU26941 Page 10 ACCK ..ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=MJ8 Front Door faces:SW Project • • For: 120 Caiola Court, Greenport, NY 11944 uct Name Lar est Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size u I Branches Bonus 200 c I 12x12 7 200 c 12x12 7 Bonus-A 00 c 12x12 7 200 c 12x12 7 Bonus-B 00 c 12x12 7 200 c 12x12 7 u I Trunks St 1 400 c 10 400 c 10 Return Branches rb3 00 c 12x12 13 600 c 12x12 13 Friction Rates Heating FR 215 0.215 Cooling FR 215 0.215 %- ft * wrightso ® 2022-Jan-28 11:52:39 MRight-Suite®Universal 2021 21.0.10 RSU26941 Page 11 ...ng\2021\149. 120 CaiolaCT-Bob\120caiolaCt.rup Calc=MJ8 Front Door faces:SW Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM- register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation wrightsoft, 2022-Jan-2811:52:39 Right-Suite®Universal 2021 21.0.10 RSU26941 Page 12 ...ng\2021\149. 120 CaiolaCT-Bob\120CaiolaCt.rup Calc=W8 Front Door faces:SW CALL US: 631.398.6906 EMAIL US:michael@greenguru.org WEB US:www.greenguru.org MAIL US: 12 Arbutus Ct,Greenlawn, NY,11740 Green Guru, LLC, HERS Raters Green Guru, LLC Blower Door Air Leakage Test Form, 2018-IECC/NYECCC 2020 Version 2019.07.01 Date: 01.29.2022 Clients: Bob Fischer � 1-'-� I ! ju1 L TOWN OF SOU I HOLD Property Address: 120 Caiola Court, Greenport, NY, 11944 Cubic Volume Served (Addition only): 74,695.14cfm 2018-IECC R403.3.4 Allowed total leakage: 3 ACH50 2018-IECC R403.3.4 Prescriptive cfm: <3,734.76 cfm 2018-IECC R403.3.4 Total measured cfm: 3,206 cfm Test PASS or FAIL PASS Af L,1-� �,D OK Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403.Blower Door Testin Mandatory)-Blower Door Test conducted 1 r; (Green Guru, LLC) by: Client by: Sign: Sign: Name: Michael Catalano Name: LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and or field test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATION TM-1993-2023 Version 20190101.Mailing Address:12 Arbutus Ct.Greenlawn,NY, 11740 loft, Ik Y w� 11 4a 7 w ♦ Ili ;,.="a u JJHOL jo\ Done 3 of 6 oe. 4 UJ% f � � \ \�\ . \° \ �:�`: \ \ \ `\ � � . � \ \ ��\\� ^ } . - � « « w °» . . \ � $ . _ � . \ \ } � � ~ ^ � � \ :'��\\ � \ \ : � . =J2 � �\ \ ! �m� , £> �� M ;�� ., '�„�+��'��i�I ek.3""'�� i�{ i r"�'" ......,:..«,. WF ,�.�...+..��W..�,...,�w.,.�,.�... ��: �p. � � .. "4 �w ;b � Y��— �R; �. i r� 1 `t � I iV I��rr �. u... • �;�� J �-�-G,� �� f k � - A ,r r.... '�y+ �� ' 7u;�� . �;�11��i� y .=ac+-�aa�-. v S �� ., a '., �� \\ . . . . . > «�# . . y ./ 'vl : e � ■ � � : yFz F �. � �: � r� � �4 Te �zf 0•°?@6a 1; j �� _ � �:�. � �� - �� s•� • , � � � i Y -f: . � i �� w #«:: 4. ,� 1 r x � � .aa � r � j _ � ! s _ h� '� •. "` . � �- _ `�' � r S��r�k c �� a a . v :. .« �\ . � Asl ��yy� 1^ I .r.m' �fb K t fit,. : r VN pt . a *IT ` :g jlj 5 w3 7 -71 OW t nk 7�a r y, 1 Wo Q45tibit0 P .n • t*sNw FR ,, r ice... � N• \ � ��,i,•t .' ,,• ! ,r��T gam' �• �• ```Z s`• � n �' �! 0 1 v ) �' r �'a L7'/.�}'�'7l 3Y-•I �`is H'e'y 'rte"{' .5'��f 'A.. � �f � i.r ' ,'r` 1 \t�''' /.•+�. / r,' xF I off~! rrl'��i-,� , - S i�/ $. t� _;}`�i� � hf�i� T n� •�'F' i fk / ��i � _? A'` .+ .'�� \ aj' -� l' _ r 1 'c�fir'` :�A. ,' r 'j , r � s...r �� i.` ,it�tz..•P`±A. � .�: .'k"M( �y. �,�� ` �y ` r�- �' ` ` T-�~^y �' FOUNDATION(1ST ►1 l i �� ut I L11 ` - -------------------- M, M11A SO FOUNDATION 1 L� �L y �1 .1��! ® I� ROUGH FRAMING& . W- PLUMBING STATE ENERGY ® r • 1 IFNI a NE �._ � l�r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502566 SurvSoutholdtownny.gov - PERMIT-NO: Check Septic Form N.Y.S.D.E.C. •: : , . Trustees C.O.Application Flood Permit Examined 20_AY - - Single&Separate Truss Identification Form Storm-Water Assessment Form, Wit Contact: ,, ��{ In ' PP - �_Ibi1S iron 66-111IR Pel Approved 20� ' �• ��; � "i' Mail'fo: Disapproved a/c Laurg I, Y '049 .:'. Phone: Expiration 20 Buildi g Inspector - �` 1 U AY 1 T `/ APPLICATION•FOR BUILDING PERMIT 00 �. ., a Date ,20 O INSTRUCTIONS a.This application MUST be completely filled-in by typewriter or in ink and-submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application'may not be comirienced before issuance`of Building Permit` d.Upon approval of this application,the Building Inspector will issue a Building Permit to.the applicant. Such a permit shall be kept on the premises available'for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate-of Occupancy. f.Every building permit shall expire if the work authorized.has not commenced within 12 months after the date ofr. issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting.the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new.permit shall be required. . APPLICATION-IS HEREBY MADE to the Building Department for the issuartce 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,or alterations or for removal,or demolition,as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code;Housing code,'and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. AMP act'h11� (t (Signature of applicant or name,if a corporation) 1c �rr�,r1 (Marling address of applicant) ; State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,1 plumber or builder ,n Name of owner of premises 0 C��C�1 G CJ- LLC (As on-the tax toll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers,License No. , Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ( it)niolila.J�nonf,a.' mlet County Tax Map No. 1000 S'ectiori 3 - i Bloek'A'(%`j"S' 14 C; Lot _.•.� _ vision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: " a. Existing use and occupancy V Q CA b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor �. If garage, number of cars - I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth C Height ,Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories �--_ `t �\ ` \\ 8. Dimensions of ent'��ew construction:Front �� Rear -.s' Dept Height ?)1 Number of Stories rT 17 9. Size of lot:Front "1 o��`' Rear 6 'St o Depth CP, r �•" , , -10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated i 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO ' 13.Will lot be re-graded?YES�C NO Will excess fill be.removed from premises?YES NO 14.Names of Owner of premises C9 Ql a_( �,� Address Phone No. Name of Architect ftjhnAL —eofhtj10 Addresslb20S- flalKWgille hone No ;1 (P 'd11 y-�" D Name of Contractor Address Phone No. 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ' NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. i 17. If elevation at any.point,on property Yis at 10 feet or below,must provide topographical data on survey. 1.8.Are there any covenants and restrictions with respect to this property? * YES NO/ �I * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �f being duly sworn,deposes and says that(s)he is the applicant (Name of ind' idual signing contract)above named, (S)He is the (Contra o ,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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tto before me this J day of 20_,�D Alexandra McWhirter NOTARY PUBLIC,STATE OF NEW YORK WAX:�= -. . -- No.01MC64036 Notary Public qualified InSuRo'k County Si ature Of Applicant Commission Expires February 3rd,24 �O�SUFFOL,�coG y� BUILDING DEPARTMENT-Electrical Inspector rC*„ z TOWN OF SOUTHOLD oy • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 X01 �a� Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Iq Li8 DateOE/ 2021 Customer Name `J Electrician Name rre�prj f+ cy2�� Address �',q��y ,Q Phone 621 2-0 e-mail �6r/l,�i e 9' e-mail fA 0 ueG/©e/ec�o^��Ccar • CG Phone gc' License# Size?o D A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is f Lr9daysZfromPe date above. Authorized by I =- SVfrFQt$- • a , .- .a ...... 1-BUILDING DEPARTMENT-Electrical Inspector ��I TOWN OF SOUTHOLD MAR 3 1 -Mgrin Hall Annex- 54375 Main Road - PO Box 1179 cm Southold, New York 11971-0959 =Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov - seand@,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 I D#a Ica)'I Company Name: Puccio Electric Contracting, Inc. Name: MdKK U,t j p License No.: 4806-ME email: >n "� ' G •Lp Phone No:(031-J74-wq1K �I request an email copy of Certificate of Compliance- - - - Address.: ,V-1 F-O WeAn lkoaj C-611114CC MOVIGIrt25 W`{ I Iq 3,• JOB SITE INFORMATION (All Information Required) Name: q .F. r -- ;SGLWS ��w6w-a Address: D Ci 1 Q C.D4f* 1'��V1 �-�' 1.1 110y- Cross Street: G r2eA hi11 I�YtiG Phone No.: 05 Bldg.Permit#: y-joo4 email: c It , Tax Map District: 1000 Section: Block: Lot: r1fF DESCRIPTION OF WORK (Plea Prin learly) D C� 5e/V>t G2, f Check All That Apply: Is job ready for inspection?: ❑YES ZNO E]Rough In ❑Final Do you need a Temp Certificate?: ZYES ❑IVO Issued On Temp Informat' n: (All information required) Service Size 1 Ph ❑3 Ph Size: 3CO A # Meters Old Meter# gNew Service ❑ Service Reconnect Underground ❑Overhead # Underground Laterals D?1 ❑2 gH Frame❑Pole Work done on Service? ZY ❑N Additional Information: � dn A N1,w MID usc PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 1A 1~EO�,��0^^ BUILDING DEPARTMENT- Electrical Ins ect AN 2 2021 O Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO a - Southold, New York 11971-0959TCp' - E Telephone (631)-765-1802 - FAX (631) 765-9502 rogerr(cb_southoldtownny.gov - seand(cb-southoldtownny.gov APPLICATION FOR.ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: bIC Name: M d License No.: email: .. en rn Phone No: request an email copy of Certificate of Compliance Address.: I I q JOB SITE INFORMATION (All Information Required) Name: tr lilq o _n6" Address: cal l . t'' O -Cross Street:- .e.1j `a. . Phone No.: Bldg.Permit#: O email: .ee Tax Map District:. 1000. Section : �- Block:. Lot: ) �1 BRIEF DESCRIPTIO_ N OF WORK(Please Print Clearly) . 1 ° I-bd' Check All That Apply: Is job ready for inspection?: R]YES ❑NO E�/Rough In ❑Final Do you need a Temp Certificate?: ❑YES [?NO Issued On u{ lot In 1 T Temp Information: (All information required) Service Size ❑l Ph ❑3 Ph Size: - A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑l ❑2 '❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information:.--, PAYMENT DUE WITH APPLICATION. D( Electrical Inspection Form 2020.xisx PERMIT# t AddNil Switches t � Outlets .� GFI's CSurface. � MIA ►1 Sconces H H s 1 l UC its Fans h. _ Fridge HW :... .. Exhaust Ovena, S W/D ' "P'(we — .; __...._... ... .. _.. Smokes DW Mini. Carbon " cro�. Com Cookt .rang, j £ AC: AH -Hood Service Amps Have used Comments: P AW M 1 SS's re2f J .. 44i vAC��r �t Scott A. Russell ,��°SU �v� 9T0]KMWA'7C']E1K SUPERVISOR MANAG]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT Y DOES TIES PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Ej A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. ' i ❑( C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®[§ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0,E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square j feet or more, unless prior approval of a Stormwater Management Control Plan was received by,the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) �; S.C.T.M. #: 1000 Date: I( f, ( (�Di5ttrict �/�� 1 I J NAME: 1 't t CI f i v 4 r• { /'1 tion Block Lot 1 FOR BUILDIN GPF,,PARTMENT USE ONLY**** 3 � D��P0 lj i Contact information f ' tr -Numbv) 1 - - — — — — — — — — — — — — — — —� i Reviewed By: i Date: 4 "20 I Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — 1 f�f) ({ Approved for processing Building Permit. lac) ca(OW C4 &PT-fopor+ i I El Stormwater Management Control Plan Not Required. i — — — — — — — — — — — — — — — — — qt Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.4: 1000 5U,F CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) p, O Ir 33 03 19.5 ° Stormwater Management Control Plan CHECK LIST NAME: �Pfine �� Section Block Lot o z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. /, +J ate: The applicant must provide a Complete Explanation and/or Reason for not providing a�l 05/08/2020 all Information that has been Required by the following Checklist! SlgnatU elephow Numben 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. �/ 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(0(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. V e. Limits of Clearing&Area of Proposed Land Disturbance. =0 f. Existing& Proposed Contours of the Site (Minimum z Intervals) SURVEYOR PROVIDED SPOT ELEVATIONS;SITE HAS<1%SLOPE g. Location of all existing& proposed structures,roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& �� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. %/I0� j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). %/ 1== M. Location of all proposed erosion&sediment control measures. �/ 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) =jFv1j d. Leaching Structures (e. .infiltration basins,swales,etc.) F-1 ****FOR ENGINEERING.DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — - - - - - - - - — ® Stormwater Management Control Plan is Complete. Date: --- --�— T — — —— SMCP has been approved by the Engineering Department f FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 cm P.O. Box 1179 Southold, NY 11971-0959 • . { BUILDING DEPARTMENT_- ..- -- -- - - - - t NOTICE OF-UTILIZATION_OF TRUSS TYPE�CON:STRUCTION.•PRE'=ENGINEERED, _ _ - WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION: Date: I)o r� Owner: Location of Property: Please take notice that the (check applicable line): /\ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)'. Floor framing, including girders and beams (F) Roof framing (R) PFIandrroof framin FR) Signature:� Name(person submitting this form):_ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 0r s ., REScheck Software Version 4.7.0 Compliance Certificate Project Heidtmann Residence. Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,085 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 120 Caiola Ct. Anthony Portillo Anthony Portillo Greenport,NY 11944 AMP Architecture PLLC. AMP Architecture PLLC. 1075 FRANKLINVILLE RD. 1075 FRANKLINVILLE RD Laurel,NY 11948 Laurel,NY Laurel 5162140160 Laurel APORTILLO@amparchitect.com APORTILLO@amparchitect.com a a a UA trade-off: Compliance: 15.8%Better Than Code Maximum UA: 746 Your UA: 628 Maximum SHGC: 0.40 Your SHGC: 0.40 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. Envelope Assemblies Assembly Gross r Area Cavity Cont. U-Factor UA Perimeter Front:Wood Frame, 16"o.c. 1,020 21.0 0.0 0.057 47 Window 1:Vinyl/Fiberglass Frame:Single Pane 168 0.300 50 SHGC:0.40 Door 1:-Solid 27 0.300 8 Rear:Wood Frame, 16"o.c. 988 21.0 0.0 0.057 36 Window 2:Vinyl/Fiberglass Frame:Single Pane 96 0.300 29 SHGC:0.40 Door 2: Glass 266 0.300 80 SHGC: 0.40 Right:Wood Frame, 16" o.c. 712 21.0 0.0 0.057 36 Window 3:Vinyl/Fiberglass Frame:Single Pane 54 0.300 16 SHGC: 0.40 Door 3: Solid 24 0.300 7 Garage Front:Wood Frame, 16"o.c. 317 21.0 0.0 0.057 7 Window 4:Vinyl/Fiberglass Frame:Single Pane 15 0.300 5 SHGC: 0.40 Door 4:Solid 171 0.300 51 Garage Right:Wood Frame, 16"o.c. 527 21,0 0.0 0.057 27 Project Title: Heidtmann Residence Report date: 04/27/20 Data filename: G:\My Drive\AMP Architecture\02_Private jobs Projects\02_North Fork\Heidtmann, Page 1 of10 Glenn-120 Caiola Ct, Greenport NY 091119_new\05_Construction Documents\Heidtmann Rescheck.rck v s 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 .0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Gross Area Cavity Cont. Perimeter Window 5:Vinyl/Fiberglass Frame:Single Pane 33 0.300 10 SHGC:0.40 Door 5:Solid 27 0.300 8 Garage Rear:Wood Frame, 16"o.c. 404 21.0 0.0 0.057 18 Window 6:Vinyl/Fiberglass Frame:Single Pane 69 0.300 21 SHGC:0.40 Door 6: Solid 27 0.300 8 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 3,085 30.0 0.0 0.033 102 Ceiling 1: Flat Ceiling or Scissor Truss 3,085 0.0 49.0 0.020 62 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 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory require d in the REScheck Inspection Checklist. '51! a6 Ntirhe-Title Si re Dat � M APO • Ns 03 74 Project Title: Heidtmann Residence Report date: 04/27/20 Data filename: GAMy Drive\AMP Architecture\02 Private jobs Projects\02_North Fork\Heidtmann, Page 2 of10 Glenn-120 Caiola Ct, Greenport NY 091119 new\05_Construction Documents\Heidtmann Rescheck.rck XRCHhECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251°St,Suite 203,Brooklyn,NY 11232 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL PA-CM ap �3 (11\AH DATE: 05/11/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Enclosed please find: -(2) Building Permit Applications(Single Family House & Pool House) -(2)Truss Forms -(2)Stormwater Management forms, (1)Stormwater Management Control Plan -(2) Certificate of Occupancy -(4) Sets of plans for the main house -(4) Sets of plans for the pool house -(2) Stormwater Management plans Regards, AMP Architecture (516) 214-0160 /XRCHFrECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251 St,Suite 203,Brooklyn,NY 11232 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL UtICA UP, DATE: 05/11/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Enclosed please find: -(2) Building.Permit Applications(Single Family House& Pool House) (2)Truss Forms - (2)Stormwater Management forms, (1)Stormwater Management Control Plan -(2) Certificate of Occupancy -(4) Sets of plans for the main house -(4) Sets of plans for the pool house -(2)Stormwater Management plans Regards,. AMP Architecture (516) 214-0160 LOT 11 PROPOSED COVERAGE �7 w r� \ OWELL`�OWpSER DESCRIPTION AREA Y LOT COVERAGE SURVEY OF �UF`OL ' Ov '`e } << '! r LT4 e l a t'Cc� 2 V5E0 pU6 HOUSE 2,924 sq. ft. 10.3Y. LOT 1 5 d<llR9T d�ti f F � e r•i_??' t.= t,l ;!,TFti 3 LdT\ r'�T `� (2) COVERED ENTRY 231 sq. ft. O.BY. MAP OF o311'ti�Lt.::?':=c�bS�L'�;.•::',;:'s>-;< �;.`- ±,:�,S j�, OWEU.IN Wp.1ER a c�tii NGE INCE ` 1 USEO PUeUC Qg 56 N 0 AE, CNA\N VNK SCREEN PORCH 160 sq. ft. O.6X R O C KC OVE ESTATES n FEB7POOL HOUSE 400 s ft. 1.4X FILE No. 10637 FILED JUNE 11, 2001 jA B 0 U 201 N .1600p6N LINK CE POOL 800 sq. ft. 2.SX SITUATE V' F.5 1-, P"!--- ' nao `� PATIOS 733 sq. ft. 2.6% GREENPORT FPR0�0 �� ,SAF 20 2s•s o _ _fN TOTAL 5,248 sq. ft. 18.6X TOWN OF SOUTHOLD E-t 't`�' -� ��• �o�o?' SUFFOLK COUNTY, . NEW YORK p� _ DRAINAGE SYSTEM CALCULATIONS: S.C. TAX No. 1000-33-03-19.15 1124 P9T�OTAL EV�AXR)PILI.W BE-4.!'C lis / G�� ROOF AREA (MAIN HOUSE): 2,925 sq. ft. 1_4EXPIRES THREE YEARS FROM DATE OF APPROVAII ,/Qty 1 OOCO'�- 4972 cu gft.f/ 42.2= 11.87vertical H, of 8' dia. leaching pool required SCALE ��-4o'ED U V99L. p PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS AUGUST 22, 2018 ,��Lp ROOF AREA ((POOL HOUSE): 400 sq. ft. JANUARY 3, 2019 PROP HOUSE N 'Q- / T >,g A 4� 400 sq. 4t. X 0.17 = 68 cu. ft. JANUARY 21, 2019 REVISE PER SCDHS NOTICE No. 1 �v p 68 cu. ft. / 42.2 = 1.6 vertical ft. of 8' dia. leaching pool required LOT AREA = 28,271 sq. ft. AA G �i 2 �L PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL oso 'y QJ �G� 0J PROPOSED 8' DIA. X 6' AND 2' DEEP DRYWELLS r.:•::\ I ;' mff �_Q FOR ROOF RUN-OFF ARE SHOWN THUS: r o .. � F T•:. 4'�� CERTIFIED�' . q• ft. HNG LLC DRIVEWAY AREA: 2,300 s 1 ! / S J �' \. 0• "�'• , 2,300 sq. ft. X 0.17 = 391 cu. ft. !. v\p• "�]'•:.:i.::.:;:.::;5•.. �A, P" 391 cu. ft. / 42.2 = 9.3 vertical ft. of 8' dia. leaching pool required BRIDGE AB T A T T O i' ..0•:::::::::::.0.. .4, i ::'�:'�:'• ':+'••••"'' ''' " I GJ PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL TITLE No. BALbS 1 O 20� Ao?s � � d.:• :•::`•:�:�:.,'••:•:•::•::��..;.. 'o.:•';:�::�:. 1 'o;:::•::•::•::�� BRIDGEHAMPTON NATIONAL BANK o ?•6'i 0 0� :•Z ::..... O O,` ,4� �y1• '`'`:'�•. OO !••.;.;. PROPOSED 8' DIA. X 10' DEEP DRYWELL WITH (,'; ;1 ;:•:•i'•"p;j;::;;:.:::r.. 'N"':;:;• Q� •••:.: '_.�. OPEN GRATE ROOF RUN-OFF ARE SHOWN THUS: �;•.�.;;/ oI'oyo 4s 3• CR, � :•:•:•::•:;:•:.:R�4D .::. b.'.:c4;oo•> O � A Cw Q NOTES: _ DEPT, asor mOl'.-_ cL TLE x .00 1. ELEVATIONS ARE REFERENCED TO N.A-V.D. 1988 DATUM 20' ;•.6 •.!5••::::::. ''` '''' . S 35S' r EXISTING ELEVATIONS ARE SHOWN THUS:AK.& 2. REFER TO FILED MAP FOR TEST HOLE #4 DATA. '041, 2.15.�: l.•:. :::•::•::. O �5 3. MINIMUM SEPTIC TANK CAPACITy FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. e N:.. �J''i ('1:itf'?, OOO 1 MINIMUM 10' DIA. 4' LIQUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA 1 POOL; 8' dia. x 16' deep /'� Gl• L \ O TEST HOLE #4 PROPOSED 50X FUTURE EXPANSION POOL l p'1 p o e e '' 3S, `'•:'• O _p�p (AS SHOWN ON SUBDIVISION MAP) gg 3'O ..::::•::•::•:::�''':;•.'•.'':•:.. O IN Ng6VpEL 24.0' 01A-z6 1� PROPOSED 8' DIA.X 16' DEEP LEACHING POOL En R=6,01'.00 e e ' y, ''<.... .}}F''}`\ 50.0' LOAM & MARL o O m , :d G.L1 ,24.s a I:? (t2L4:..::: \\ 3.0' PROPOSED 2.000 GALLON SEPTIC TANK g o n L=48.20 (2) WATER W pROP. u::•is......c:c::•::...........i.....•:::Q.' \ c' S i C:r VALVES y1gTER LINE ° •:,•UT ri: : ii:TATA?i?:`.i:}(}fiiii?.`r:�.,'1 l('1 3 e 'e' 5. MINIMUM SEPTIC TANK CAPACITIES FOR POOL HOUSE IS 11000 GALLONS. ^� C C iF 653' MINIMUM 8' LONG, 4'-3' WIDE, 6'-T DEEP o Z 23.3 a :.......................... . . �._:: o x FOUND y a ROCK & SAND STRATA 6. MINIMUM LEACHING SYSTEM FOR POOL HOUSE IS 300 sq ft SIDEWALL AREA. p�j� > COIyC. '/�44$,4i}:ii?:??i:;i'r'''..' (0 •e 1 POOL; 8' dia. x 4' deep 8 ^ i MON, r,) 14 j �a N 77. �y ^ 1O' PROPOSED 50Y FUTURE EXPANSION POOL Cn C:3 O 10 S�„ M egg}} N o x24.7 OO ®PROPOSED 8' DIA. X 4' DEEP LEACHING POOL Cc �o FOU 24.6 O SAND & GRAVEL PROPOSED 1.000 GALLON SEPTIC TANK & C COIVCOMON. R�CNAI�C+L,, 16 CONC.FAfOND 7. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIE 1 ra 24.0 VACANT BASfN •3g' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. i EL 7.0' 17' B. THERE ARE NO WETLANDS OR OPEN WATER WITHIN 300' OF SUBJEC PROPER HIGHEST EXPECTED GROUND WATER �,` F �{� ,�ap)I®� ��' LST O EL 3.6' 20.4' TEST WELL No. USGS 41063407223601 S 16783.2 ACS •�F{ U �A'�•>I®N ll1'rStl'ICA.0 �Il U OWf�LIA/C s ^ ® STANDARDPREPAREDFO FOF,fIrmF�SUR. LLL AS'ESTOU$HEp.� � �SFo �'e4o PUB 0 THIS UNAUTHORIZED I9 AA ALTERATION OFmoN $ Oa1 �A ®R SA��S�'� � eD UC WAR I A�j '�� G1,.flR QCT' BeQ��.p1r...4�_.A f[�ni`Q BY THE LIAL .AND PROVED AND ADOPTS 0� MUS U P'Eid �,d ley" 11 9 FOR SUCH USE BY E.• YORK STATE LAN TION LA OF THE NEW YORK STATE T�ASSOC 0 . CATION LAW. R �� A><.'➢'@��P'�1,6Y4'Nd�°8• � ,fie Dept. �$Health p� �� ao. 0 County Dept. O Health u*F,COPIES OF THIS SURVEY MAP NOT BEARING 'Ig'•t��'l'gs� .,f('Id � �` O,p qa 852-5-00, gay0�o®® �� dO��J THE LAND SURVEYOR'S INKED SEAL OR SI /1 adcc�� 9�u EMBOSSED SEAL SHALL NOT BE CONSIDERED PROPOSED SEPTIC SYSTEM DETAIL EN pA s TO BE A VAUD TRUE COPY. (NOT TO SCALE) VAGANt' E �� ®� CERTIFICATIONS INDICATED HEREON SHALL RUN HOUSE TOP BURIED ONLY TO THE PERSON FOR WHOM THE SURVEY ✓O •�'>, ' F.FL 27A' ,. IS PREPARED,AND ON HIS BEHALF TO THE 4' DEEP Max. FINISHED GRADE PRECAST REINFORCED CONCRETE COVERA r?V ..:9 TITLE COMPANY.GOVERNMENTAL AGENCY AND ELEV.26.0, BURIED 1' DEEP min. 2' DEEP max. LENDING INSTITUTION LISTED HEREON.AND R�. •+cp`y.Ey PRECAST REINFORCED CONCRETE COVER ELEV. GRADE TO THE ASSIGNEES OF THE LENDING INSO- BURIED V DEEP min. 2' DEEP max. 24'dia. LOCKING, WATERTIGHT& INSECT PROOF ELEV.2.5,T TUDON. CERTIFICATIONS ARE NOT TRANSFERABLE ( CAST IRON COVER TO GRADE MIN. 4' dia. THE EXISTENCE OF RIGHT OF WAYS S .Y Lic. No. 50467 20'min "min. MIN. 4' dia. 'd 3 AND/OR EASEMENTS OF RECORD. IF APPROVED PIPE •20'min TOP EL 23.3' g. PITCHED 1/4'/1' TOP ELEV.24.E �' APPROVED PIP' g ' ANY, NOT SHOWN ARE NOT GUARANTEED. NSANL at an Taft Corwin III INV. EL INVERT Via; m 'e 'd COLLAR INV. E723.5' • ELEV. Land Surveyor 23.3• "O: INVERT ° e 3 FLOW SEPTIC TANK-U1 aAFFLE c LEACHING POOL 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. Successor To: Stanley J. Isaksen, Jr. L.S. 1 TANK; 8' DUI. X 4' EFFECTIVE DEPTH 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA Joseph A Ingegno L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. 1-10 HIGHEST EXPECTED I 8,_ �J u 1 POOL; 16' DEEP, B' dia. Title Surveys Subdivisions - Site Plans - Construction Layout GROUND WATER -'I 3 l� - Y 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. ELEV..� BOTTOM S 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. ELEV.,¢,6" LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. PHONE (631)727-2090 Fax (631)727-1727 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF±1/4-) 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAIUNG ADDRESS ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 15 MAP OF ROCKPORT ESTATES SITUATE AT GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK LOT 12. 10 156+ E I FILED: 06/11/2001 MAP No. 10637 ,0O+O6 V a S.C.T.M. No. 1000-33-03-19.15 �$ LOT AREA = 28,271 S.F. ELEVATIONS PER NAV88 DATUM. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOG47IONS ARE NOT GUARANTEED. THE OFFSET'DIMENSION SHOWN HEREON FROM 774E STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE EREC77ON OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT OF WAYS WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL LOT 15 O NOT BE CONSIDERED A TRUE VAUD COPY. �. O - ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS t�� Q OTHOERS.SINCE ERS FIELD MOST OM ST ARE NOT VISIBLE THESEVATIONS �LOCATIOOR FNS ANDN OBTAINED FROM DIMENSIONS CANNOT 7 CQ Dm BE CERDFIED. LOT 14 ,w o r.+ i al r awPq O 70P lb O MAR 2 3 2021 z'z, ,�o. •cis'�' �ti 133.92' 0.1' ro 20.8' 4.8' FD. MON. c o O 52kO SECCAFICO LAND SURVEYING PC .�� FD. O N MON. N 77"10'51" W 161.36' C'��-�, S E C c `per 500 Montauk Highway Moriches, New York 11955 LAND NOW OR FORMERLY OF 4 Phone: (631) 878-0120 Phone (631) 728-5330 TOWN OF SOUTHOLD 7- �►►` _ (RECHMGE MSIN) pseccofico@optonline.net Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 NYS Lic. No. 049287 0312312021: LABELED CE F6 4s 8 �J� copyright — 2021 Seccafico Land Surveying PC PROJECT No. 62250 SCALE: 1" = 30' DATE: 03/08/2021 A N D r -� SUFFOLK COUNTY DEOARTMENT OF HEALTH SERVICES a SURVEY OF LOT 15 ��®� ® �� ®VVO R S FOR MAP OF ROCKPORT ESTATES APPROVAL SINGLE O FAMILYNST�;��'nEICE AND � SITUATE AT GREENPORT TOWN OF 50 UTIIOI.D Q SUFFOLK COUNTY, NEW YORK I Date JEMB �._7 2022 �•�•��.��. R i. .I_�1-- l aha sewago dijpml and water suPP� 8itw^:�at this iczatinn hv4s been LOT 12 y 5 �E• �g. !teas %pa:trnent o®� apa3►c4es and goeei�a�to �' 1� Ins rd and/®r O8e&'W tai� s C* OF(0 85DROOMS U'06NcE FILED: 06/11/2001 MAP No. 10637 tss€abstacto,�! � �P i f _ ?g®0 t w S.C.T.M. No. 1000-33-03-19.15 14 �' �� x~ LOT AREA = 28,271 S.F. ELEVATIONS PER NAV88 DATUM. Craig Knepper, �E,, Chief �\ ' I T--magemen� O�N w' POOL DW \ X SCDHS REF. No. R10-19-0010 I FILTER b O p WDE2000 GALLON SEPTIC TANK I g 10 DIA. X 13 DEEP LEACHING POOL GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES LOT 15 EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. -.� THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES f� C ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE EREC77ON OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CONSTRUCTION.THE EXISTENCE OF RIGHT $O OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN 1 �q ?St• ARE NOT GUARANTEED 2Z I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP �• O 1� , O O. X w NOT BLARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. j�+.t• t, ++14 O�-� e ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCA77ONS TOWN OF��v LOT 14 e' ROOF DRAIIV DIA. 6 EP Gl�'p Fes" is y FROM HOMEOWNERS, FIELD OBSERVA77ONS AND/OR INFORMA77ON OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT Qti0 jht 6g ,�0 38.4' x BE CERTIFIED. 0l Pq 4byJ � fRs. , ��.s. �f �� FIRST FLOOR ING DA TA: — 2,385.9 S.F. SECOND FLOOR = 1,299.6 S.F. GARAGE = 508 S.F. y s •fig X66 Gam/ .ie000� x / L.P. y, o?o� o '')F NFw Y o. � (FGM) X ��PG�PRLES SFCC O� 133.92' / 9�c`�� n da r� o 9� FD. ELEC. 4�4 S.T. Ac ;*- A -4 10.2' 6� 9.9' MON. �� METE ` 71 m 21.1' o TELE. / 4.8 x 94 in ^ O R E �V,ED ,� VAULT 5•p0 C O ... BCS O 2,192 2 / O `� 2� Sr040"�� i� 'r O `p� G.V.TELE. o of GARAGE 8' DIA. X 8' DEEP �� ( sv� °�'``' BOX 2 / GF=25.1 44.7' 0 ROOF DRAIN x2 X AND gg�� q N. e ATEF O y o fib} GAv CE G.M. ❑❑A C. 1) J.�� ,a .a,l`'"••V: _ / �S � 'a a SE vix �DG� Y. .08~ SF'R •P UNITSra. tee,,, SECCAFI C® LAND SUR VEYING�iP ' to m cP MON. , s , MON. N 77"10 51 W 161.36 500 Montauk Highway Moriches, New York 11955 TOWN OF SOUTEOLD �+ LAND NOW OR FORMERLY OF Phone: (631) 878-0120 Phone (631) 728-5330 (RECHARGE BASIN) pseccofico@optonline.net 01/28/2022 WALK REVISED Pat C Seccafico. PLS Pat T. Seccafico. PLS 11/90/2021 FINAL SURVEY NYS Lic. No. 051040 NYS Lic. No. 049287 PROJECT No. 62250 SCALE. 1" = 30' DATE: 03/08/2021 copyright — 2021 Seccafico Land Surveying PC NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE Z RIOI.I UNIFORM GODS: All work shall conform to the New York State Uniform Fire Prevention and Building code - Iq NYGRR and publications Incorporated by O reference therein. V R105.2 BUILDING PERMIT: A bullding permit shall be Issued by the Town prior to w fn ? Z the start of work. A copy of the building permit and approved construction Z �- documents shall be kept on-siteuntil project completion. 4x4 P.T. SUPPORT P05T J O W EMBED IN CONCRETE i=OOTIN6 [j� _ �� w R1063 DE516N PROFESSIONAL: A Certificate of Authorization Is filed with The (2) �" DIAMETER THROUGH BOLTS TO GIRDER La d State Education Department entitling D'Amaro Engineering and Surveying, P.G. (TYPIGAL - 3) W O z z ("Designer") to provide professional engineering services. However, the pZ 6 r Q LU Designer has not been retained to provide construction engineering, supervision nor Inspection,and therefore Is not responsible for work � ^ 013 performance of the builder. The builder shall Immediately notify Designer, In _ (2)-2x10 P.T. GIRDER (�/ _ m 13 Q writing, If there is any discrepancy found'between field conditions and plan i O Q O Q < dimensions, especially with regard to existing construction. 0 N Z Q 0 R301.2.1 WIND DE516N: In accordance with Figure 8301 2(5)B,wind design Is not 2x8 P.T. FLOOR JOISTS AT 16" O.G. < required. This building Is designed In accordance with the wind provisions of - the 2020 ROWS. `t u R301.2.4 FLOODPLAIN: This building Is not located In a flood hazard area. IxIO P.T. PAINTED SKIRT BOARD R501.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf, Attics with storage 20 psf,Balconies Q decks 40 psf,Rooms - other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on these plans are 2x10 P.T. LEDGER BOARD q nominal sizes. Engineered wood dimensions (LVL,P5L, I-olsts, lu-lams,etc) I/2 LAG BOLTS AT I6' O.G. �,l94BxilG �fBfdl��! are actual dimensions. j g STAGGERED ��•��® ® o° ® �� i�® s O_ R302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and projections shall �m°°®�`��'� y i be located at least 5 feet from lot lines and are not fire-resistance rated. FRAM I NO PLAN o L 0— R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND a. a o m < O Z CEILINGS: Gypsum wallboard Is a Glass A finish having a FSI = 15 (req'd max. SCALE: 1/4" = 1 ft + -'' r �„S = ` , O _ 200) and a SDI = O (req'd max. 450);and complies with-Gode. 0 LL W m 8311: aIeptlhinches, height t � inches hvlm IL tread depth shalbe, Q inches,pus nosing herere uiredProide handrals per God L K BYO Q .� Z 83 O � 12.1 GUARDS: Walking surfaces more than 30 Inches above grade, and steps V � leading thereto,shall have guards that conform to Code. 5/4"xb" DECKING _ Q Q fn PERPENDICULAR TO JOISTS �/ Z R31"7 WOOD DECAY PROTECTION: Lumber specified In the plans as pressure (2)-&d Q THREADED NAILS OR O — Q 0. lu preservative- treated (P.T) shall be In accordance with AWA UI for the (2)-No. 8 kOOD 5GREWS AT — -1— n V intended use and location. Fasteners shall be hot-dipped galvanized steel, EACH 5UPf'ORTIN6 MEMBER FLOOR BEAM (SEE PLAN FOR SIZE) V O Z- O n l� stainless Steel,silicon bronze, copper or I/2" diameter or greater steel bolts. (8507UG4B PRESERVATIVE TREATED'4) ASSEMBLE WITH IOd NAILS d J R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on undisturbed soil 12" O.G. 5TA66ERED ALONG LEN6TH — (IL Q with a minimum load-bearing value of 2,000 psf. Visually graded soils that O have this load-bearing value Include 6W 3 6P-gravel'and sandy gravel;6M b FINISHED 6RADE 6G-511ty and clayey gravel;5W d 5P-sand and gravely sand;SM d 5G-silty and clayey sand. Unsuitable sub5oll material encountered during excavation shall be excavated and replaced In-situ with 3/4" crushed stone to a minimum depth of 8 FLOOR JOISTS Inches or AOBE. (SEE PLAN FOR SIZE) 4x4 WOOD P05T DATE: MARCH 2022 IV UG3$ PRESERVATIVEUG4B PRESERVATIVE TREATED R402.2 CONCRETE.- Basement walls,foundation walls,exterior walls and other Z TREATED vertical concrete work exposed to the weather shall be air entrained stone J concrete with a minimum compressive strength of f'c=3,000 psi at 28 days. 12"(P CONCRETE FOOTING, 4' BELOW DECK FRAMING PLAN AND Porches, carport slabs and steps exposed to the weather,and garage floor p GRADE DETAILS slabs shall be air entrained stone concrete with a minimum compressive " DIAMETER THROUGH BOLTS IN BOTH strength of f o=3,500 psi at 28 days. DIRECTIONS OVER R403.1.4.1 FROST PROTECTION: Exterior footings and foundations systems shall 4" GRAVEL extend below the frost line, I.e.,to a minimum depth of 3'-0" below finished DRAWING NUMBER grade. R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber shall be Douglas SECTION I ® I fir-larch No. 2 or better. Laminated veneer lumber (LVL) shall have a minimum SCALE: I/4" = I ft Fb=3,100 psi and modulus E=2.0 x 10^6. jOUNDATION PLAN NOTOELECTRICAL PANEL:OEDRAL � I"� SOL NEW 250 AMP ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS OI TYPICAL P. GONG, FOOTING 4 WALL PER NYS ELECTRICAL CODE EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 8 NEW REINFORCED P. GONG. SLAB 5M w/ BATTERY BACK-UP O+5 SILL SEAL I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON EXISTING TO REMAIN BOLTS OLTS AS PER PAGE A-200 2. 4" (MIN) GRAVEL BASE UPON CARBON MONOXIDE . P. GONG. FOUND. WALL AS PER DETAIL UPON 3. b MIL POLY VAPOR BARRIER NEW WOOD FRAME (L.O. GO DETECTOR 4 • P. GONG. FOOTING AS PER DETAIL UPON STL. WHEN APPLICABLE) NEW PARTIAL HEIG1-IT • ASPHALTIC MASTIC DAMP PROOFING EXTERIOR HARD WIRED SMOKE AND CARBON O EGRESS WINDOW WELL • B.O. GRADE BEAM 3'-O" BELOW GRADEE MIN. q PROVIDE NEW EGRESS WINDOW WELL # COVER BY WOOD FRAME (L.10 STL. SM/00 MONOXIDE DETECTOR COMBO O. • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN "ROCKWELL;66 SERIES" 66"W.X72"H. OR EQUIVALENT. W BATTERY BACK-UP APPLICABLE) INSTALL AS PER MAN. SPECS. WHEN APPLICABLE) AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / STOOPS (WHEN APPLICABLE) WINDOW NOTE: NEW FOUNDATION !^TALL • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET IO 1. ALL NEW WINDOWS 8 DOOR5 SHALL BE JELD WEN FAN w/ DAMPER SO G.F.M. EXHAUST FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS ® nFL FAN 6 LIGHT GOMBP AND DOORS" ON PAGE 6-002 IF CASEMENT P05T FOR 4" WALLS w/ DAMPER O2 BEAM POCKET (TYP) WINDOWS - ALL CSMNT WNDWS SHALL HAVE (MIN. (2) 2"xb" STRUCTURAL P05T FOR b WALL5), U.O.N. STRAIGHT ARM HINGE WHEN �� 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TMP. STL. COL.: TILT WASH O 5-1/2" O.D. STL. COL. (ASTM A123) 3.ALL &LAZING WITHIN 18" OF FF TO BE TEMP. &L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND FREEZE PROOF HOSE BIB: WINDOWS (TYP. FOR ALL) U.O.N. O FASTENED w/MASONRY ANCHORS (PRECISE EORE55 NOTE: LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF NEW DRAIN a CONCRETE 5TAIRWELL: EORES5 SHALL BE FOLLOWED; I BPROVIDE NEN 4" MIN. O 5 AIRWE DRAIN W/COVER AT O NET CLEAR OFENINO........... 5.7 S.F. 6'-4' b-4" 6-4 - 2CONNECT DRAIN TO NEW DRYWELL NET CLEAR HEIGHT............... 24" MINIMUM " 6-4" 6'-4 . NET CLEAR WIDTH................. 20" MINIMUM - b'-4" O O _ bt� BASEMENT WINDOW HEADER (TYP) W O Q WD. P.T. P05T 4 P. GONG. PIER UPON 12" SONOTUBE - - - - - - - - - - l PROVIDE (2) 2"x8" PT HEADER AT WINDOWS IO FOUND POSTS FOR WD DECK: v °; Q (2) 2"X10" (2) 2"XIO" (2) 2"XIO" (2) 2"X10" (2) 2"X10" (2) 2"X10" (2) 2-XIO" (2) :7X10" -@- I I P.T. 61RDER P.T. GIRDER P.T.GIRDER P.T. GIRDER P.T. 61RDER P.T. GIRDER P.T. 61RDER P.T. 61RDER ~ U Q U V Ip j W 5'-10" 14'-q" ® 22'-O" 3 ® 23'-O" 1 .D J z 0 p Z I'-O 77700 1 } TYP. LEDGER NEW HOLDOWN G I I B 0. a FOUNDATION O LEVEL (TYP) TYP. LEDGER LD WIN\ - -"100 ' 35. 23. " 2500 4 - 5E S INDOWJ .- B - - 4. - y . ' N...G ... O 2"XP.T. IRDER O 2"X10"T.T. 1 R O 2"XIO" P A _ I NEW HOLDOW 2 10" P. 2RDE 2 T. GIRDER a FOUNDATION LEVEL (TYPJ I tV PROV. NEW 75,000 Qlm BTU FURNACE TO BE / r \ 3QX8Q SELECTED;NO LE55 - x I ( I in m O THAN q2% EFFICIENT / \ z ;n 51 -6 x 8-I' P. GONG. X - Q y �p �I 10 X FTG. W/#5 REBAR I' I x� 5 x uIN O.G. BOTH DIRECTION; ry ® I + , V. 150�� I J `o / • .: / \ \dpi �� GALLON WATER 3'-6"�Y 3' ABOVE BTM. OF HEATER I - FTG. AND 3 FROM I Z 51DE5 OF FTG. I + I y\� / .. .• / \ \'��So NEW 34 TJI 360 I NEW 14 TJI 360 0. m I I F.J.j a 16" O.G. F.J. a 16" O.G. 2 I I 0 r I I I I TYPICAL LEDGER BOARD: TYP. LEDGER I. 14" LVL TO MATCH DEPTH OF JOISTS I 4'-O" Iq'-O" / a�, 0 \ \ 2. SECURED w/ (2) 5/8" x 5" LONG TMP. LEDGER /•.. .. / �� b t \ 8� i H.D. GAL. LAO BOLT5 a 12" O.G. �- = 3. INSTALL H.D. GALV. J015T HANGERS 2 - • 777. N I ( I I I BY 'SIMP5ON' (OR EQUAL) - - - - '� \ \ A 2 4. PROVIDE FLASHING BEHIND LEDGER r+ µ O lel 2 I NEW 14" I••JI 360 Ip m J O O in Iz n O x-1 iy�o� F.J. ® 16" o.G. Iw Xlu / j•.. ..,/ >S„ d, \ \ m I I�N = gyp �? I I umi w JELD-WIN 4 /.,;:' ' / �o�+��•��`�y b *. \ 3S . - m55.5,,X233" 2500i •. 0 x w m w Q NEW 5.5"(P 5TL. = _ m w A3oi Z COL. (TYP J - SERIES W- - - - - - z 0 \ ��/.�S'1' fTi � ' .. T N (A O z I PROVIDE 4" POURED GONG. 0 I - - - - - - - - - - - - - - y��+�,, / NEW 24"x24"xl2" �'�b 0 \ \000 NEW 30"x30"xl5" 3 N ^ SLAB W/bxb-10x[0 W.W.M. inl BASEMENT w 0.r 2 BETWEEN CENTER 4 UPPER x DEEP P. GONG. z Q NEW 5.5" q'-b" I @,� F,�y� b DEEP P GONG. ® \ `} I _O [A PAD FTG. (TYF) NEW 30"x30"xW- I " � , ' PAD FTG. BASEMENT \ \ OF SLAB SECURED IN I 1 I 5TL. COL. IS-I h ` I PLACE DURING POUR; - 0 DEEP P. GONG. > z POST FROM PAD FTG. (TYP) 4'-10" (TYP) PROVIDE 6 MIL POLY ON 4 1 w O ABOVE GRAVEL BASE BELOW 'n z b'-q" 14'-5" PROVIDE 4" POURED GONG. fI I / 45 y � sa \ \ " 3 I !L m ^ \ j Ra PROVIDE 4" POURED GONG. I 1 � NEW(2) I.'(5 xl4" G.P. 2.0E LVL FLUSH BM. 0; SLAB W/bkb-10x10 N.N.M. � I /"• '' > =U BETWEEN CENTER e UPPER Q I / ,: '% / \ ', t`� S/ SLAB W/6x6-IOxIO W.W.M. NEW HOLDOWN 'G' IL ,� § OF SLA SECURED IN inI ( m U / \ \ ��" /� BETWEEN CENTER E UPPER a FOUNDATION ♦ / I O r PLACE DURING POUR; x O I O BASEMENT / \ s. 1� OF SLAB SECURED IN LEVEL (TYPJ NEW d4" TJI 360 NEW 51MPSON HU51 I p > F.J.'a I6" O.G. 4� HANGER �J N / PLACE DURING POUR; / / N I I O in - PROVIDE 6 MIL POLY ON 4 al H:p / r X &RAVEL!BASE BELOW t I / \ \ Q'o PROVIDE 6 MIL POLY ON 4" /, ~ = I I `tla I - SLAB N>I I ® / w 3W / / \ ^ GRA 5 ABATSYE ;FLOW dJ Qv -� �� in-� ry Q o I SWI I I Z � / / \ O w 5M/GO w j cvl \ ` \ < / m 6 O z NEW 14" TJI 360 2 / / P� w N - 2 31ry 2 I F.J. a 16" O.G. \. •• \ y w NEW 5.5110 STL. COL. � ® j I - \ \ / I/ \\: \ p�>+ % /�� O•t� � x UPON 18"xl5"xl2" DEEP. I I 2'-6" .. / < / 0 _ _ z N P. GONG. PAD FTG. z 0. - - NEW HOLDOWN 'G' / \ \ /8 / ,. VQ +�� ? GONDEIN ERS - - - JELD-WIN - - - - F- _ 8'-8" a FOUNDATION I I \ \ / \ Q �� w 35.3"x23.5" 2500 I 4 I Q O LEVEL (TYPJ SERIES WINDOW o - 3 RI a 7. ( / A-l02 LINr '•3 Y A-700 °• / \ / A--TOO L- - - - - - - - - - - - - - - - - - - - -JELD-WIN - - - - 35.3"x23.5" 2500 7 4 `: a• t /y 0� 5 SERIES WINDOW _ O I- - - - - -- - - - - - - - - - - O / \•\. \ / 4 1 FROVIDE GLEAN FILL; •f \ , / - -�! �C COMPACT EVERY 6";4' I - �: \ / `. / N� 03 7 pi /oRU5HED STONE WITH 4" P. I pi \ .9 GONG. SLAB I \ • \ SLAB ON GRADE of NE - - - - - - - - - - - - - PROJECT: 4'-0" H E I DT M A N Sq,_q RESIDENCE Df \ \ / � 120 CAIOLA CT / G Ft , qv' .`` / } =. GREENPORT, NY 11944 DRAWING TITLE: FOUNDATION PLAN PAGE: A-400m0l. FOUNrI )ATION PLAN SCALE: 1/4" = I'-O" DATE: 01/24/22 5 OF 14 ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES GA5EMENT; INSTALL AS PER MANU. 5PEC.'5. FLOOR PLAN NOTES SEE PAGE "A-201" FOR NAILING 8 5TRAPPING DETAILS. DOOR R NOTE STAIR B RAI INC NOTE TYPICAL MECHANICAL NOTES: . . ... ... .. .. . . .. ....� � . EVLAUNDRY ROOM. ... ;< .�. .\ a I 4 I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4"3/4 Ri 10 14 \\ I. INSTALL NEW INTERIOR DOORS WHEN GALLED O O O I. AEW WASH /DRY HOOK UP �``" � - --- -WEN' O EQUAL). B MIN. 10 Tr - R15ER5 SHALL BE CLOSED I. WHEN NEW, INSTALL FURNACE/BOILER AS PER 2.COORDINATE LAUND. ROOM 8 DOOR <.,; \ \?,•_;,,; `.: ?° EGRESS OUT ON PLANS BY JELD ( R L) 2. 36" HIGH GUARDRAIL 6 SPINDLE 5PAGING Yc. a \a\..: y.,..:x ..:w\ .. :. MANU. 5PEG.s AND A5 PER NY5 MECH. AND DIM.s w/SIZE OF EQUIP. "' s i WINDOW DIMENSION CLEAR _ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; WINDOW �1 <> TING TO BE DEMOLISHED 50 G.F.M. EXHAUST OUT ON PLANS BY 'THERMATRU' (OR EQUAL). FUEL 6A5 GODS 3.PROVIDE HOOK UPS AS REQS PER TYPE QUANTITY MODEL # OPENING _ EXIS 36 HIGH HANDRAIL t SPINDLE 5PAGIN6 NOT 2. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED MANU. GALL-OUT \a ' 3.DOOR TYPE TO SELECT WIDTH REOV: 20" FAN w/ DAMPER �. TO ALLOW PASSAGE OF 4" SPHERE THAT IT CONFORMS TO NY5 MECH. AND FUEL \;• HEIGHT REQ'D:24" 4.INSTALL AS PER MANU SPEC.s DRYER EXHAUST NOTE: "` �. WIDTH HEIGHT EXISTING TO REMAIN 3. GRIPPABLE RAIL AS PER CODE 6A5 CODE '' �;,; ?;,'. OPEN REOV: 5.7 S.F. I. DUCT SHALL TERMINATE TO EXTERIOR \ \ \; a ..,.,...,. .,. 50 G.F.M. EXHAUST 3. COMB. AIR VOLUME AS PER MANU. SPEG.'s - 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANYF_T��_o_5 "_ :,. ;:., OPENINGS A DOUBLE HUNG 2 6 \.�\am \NEW WOOD FRAME (L.G. FL FAN B LIGHT GOMBP SMOKE DETECTOR / GO DETECTOR NOTES: PROVIDE FRESH AIR INTAKE FROM EXTERIOR \y== WINDOW NOTE: 5 I. CONTRACTOR SHALL PROVIDE CODEFURNACE/BOILER = 5TL. WHEN APPLICABLE) w/ DAMPER I. ALL NEW WINDOWS E DOORS SHALL BE O 4. MAINTAIN OR PROVIDE 3.DUCT 51ZE AS PER MANU. \_ '` ``:. O :IF COMPLIANT SMOKE / CARBON MONOXIDE ELECTRICAL EMERGENCY SHUT OFF SWITCH 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT M r''` `\ '> __ ANDERSEN 400 SERIES CASEMENT, COMBINATION DETECTOR HARD WIRED TO EACH 5. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF DAMPER B DOUBLE HUNG 21 TW24410 \\. NEW PARTIAL HEIGHT DOUBLEHUNG,OR GLIDING (AS NOTED); INSTALL _ WOOD FRAME (L.G. 5TL. ONS OTHER w/BATTERY BACKUP. 5WITGH 5. TRANSITION DUCTS SHALL NOT BE CONGEALED A5 PER MANU. 5PEG.5. FOR 5UB5TITUTI , 2.INSTALL ALL AS PER MANU. SPEC.'s \:.,.;. ? `a . .:`:. °. 6 LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER L WITHIN CONSTRUCTION. FLEXIBLE TRANSITION G DOUBLE HUNG 3 TW20410 "`° WHEN APPLICABLE SEE NOTE #q IN "GLASS WINDOWS AND DOORS" 4. SMOKE DETECTOR AND CARBON MONOXIDE CLEARANCES AS PER GODS DUCTS USED TO CONNECT THE DRYER TO THENY lo ON PAGE A-100 DETECTOR IN COMPLIANCE WITH LOCAL CODE 7. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXHAUST DUCT SYSTEM SHALL BE LIMITED TO "` `: "'a - 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS \ _> : : `` NEW FOUNDATION WALL D DOUBLE HUNG 2 TW28410 ;,,;,: \O.. " �--�-- EXISTING SANITARY SYSTEM AS PER NY5 .INGLE LENGTHS, NOT TO EXCEED 8 FEET AND a .. . \\\ F -1 SHALL HAVE STRAIGHT ARM HINGE WHEN 1 EXHAUST FAN NOTE PLUMBING CODE HALL BE L15TFD AND LABELED IN "` ' „ IF 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE _\,"�`"- �`-`�`°�`-M\;\- �, MIN. (2) 2X4 STRUCTURAL 6 NEW EXHAUST FAN SHALL BE INSTALLED WHERE ACCORDANCE WITH UL 2158A. \e. ' . „ "`_' < 10 TILT WASH O NEW ATTIC AGGE55 - PULL DOWN STAIR: E DOUBLE HUNG 3 TW3062 \� ,\ .,, ® POST FOR 4 WALLS 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. VENTILATION IS NOT MET BY MEANS OF NATURAL 12 # b.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RIGiD \ .: ;,\ ... 01RCULATION THROUGH WINDOWS OR DOORS TO O I. MIN. 350 CAPACITY METAL w/ SMOOTH INTERIOR SURFACES WITH y ;;.;.., ,, ;y „. .; ;: (MIN. (2) 2 xb STRUCTURAL 5 NOTE: 2.SIZE TO FIT MEGH. EQUIP. THROUGH JOINTS RUNNING IN THE DIRECTION OF AIR F OW. F DOUBLE HUNG 3 TW30"12 " \'. a'`. �,t�\W'"""< > " NALLS), U.C7.N. EGRES OUTDOOR SPACES A5 PER NYS MECH. CODE L \ ;, P05T FOR 6 LL ), IN COMPLIANCE WITH NEW YORK STATE BUILDING SECTION 403.3.2.3; INSTALL AS PER MANU. SPE05 OPENING (MIN. 22"x30) EXHAUST DUCTS SHALL NOT BE CONNECTED WIT """ CODE, SECTION 8310.2.1;THE FOLLOWING MEANS O 5.1 HR FIRE RATED SHEET-METAL SCREWS ,\\ G PICTURE I DHP56510 O HARD WIRED SMOKE DETECTOR EGRE55 SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM lo NEW 6A5 METER: SM w/ BATTERY BACK-UP 5. INSTALL AS PER MANU. 5PEG.s DRYER LOCATION TO THE WALL OR ROOF 7 INSTALL NEW GAS METER REGULATOR/ \\"'::• .: `,``•:, _" -IF NET CLEAR OPENING...........5.7 S.F. O b.CONSULT H.O. FOR PRECISE LOCATION TERMINATION. THE MAX. LENGTH OF THE DUCT VENT AS PER NY5 MEGH. CODE FUEL OA5 �.:_::. H DOUBLE HUNG I TW20210 •\\... '''`: \\ \ g • ... .\a CARBON MONOXIDE NET CLEAR HEIGHT...............24 MINIMUM OF AGGE55 SHALL BE REDUCED 2.5 FEET FOR EACH 45° CODE, d UTILITY Co. STANDARDS. 6A5 ° NET CLEAR WIDTH................. 20' MINIMUM BEND AND 5 FEET FOR EACH q0 BEND. THE \\\\\\ \\ \\ \\ \\\\ CO DETECTOR METER SHALL BE POSITIONED ® 6RADE NEW A/C CONDENSER: I. SIZE CONDENSER BASED ON NYS MECH. CODE. MAX. LENGTH of THE EXHAUST DUCT DOES NOT •Q INCLUDE THE TRANSITION DUCT. HARD WIRED WINDOW/ DOOR FRAMING: SMOKE AND CARBON ELECTRICAL METER: 13 2. PROVIDE PROPER TONNAGE TO ALLOW FOR 5M/GO MONOXIDE DETECTOR COMBO O SEE PAGE A-200 FOR FRAMING O NEW ELECTRICAL METER; INSTALL AS COOLING OF ENTIRE CU. FT. w/ BATTERY BACK-UP ELEMENTS AROUND DOORS AND PER NY5 MECH. CODE, d UTILITY CO. 3. INSTALL CONDENSER ON GONG. PAD FIRE RATED DOOR: WINDOW5 (TYP. FOR ALL) U.O.N. STANDARDS;UNDERGROUND SERVICE. A/C ZONE is IS 2 X6a 3/4 HR. 5ELF-CLO51N6 I. NEW AIR HANDLER d DUCTWORK IN BASEMENT FLOOR STEEL DR. 10 FOR FIRST FLOOR A/C ZONE 2: LJJ I. NEW AIR HANDLER d DUCTWORK ON ATTIC FLOOR FOR SECOND FLOOR U 0) LV 22'-O" ~ C.) T-4" 52'-4" J NATURAL LIGHT $ U € (Y ' VENTILATION O Q FLOOR AREA 337 S.F. v " NATURAL LIGHT 8 % REQ S.F. VENTILATION PROV. L16HTIN6;MIN. 8% OF FLOOR AREA - 27.0 S.F. 82.0 S.F. p FLOOR AREA 255 S.F. OPEN Q REG. VENTILATION;MIN. Q PROV. PROVIDE SI 4% OF FLOOR 13.5 S.F. 41.0 S.F. MP50N SHEAR DECK AREA 7'-I" I'-8" 3 WALLS TO BUILDING LIGHTING;MIN. 20.4 S.F. 3q.5 S.F. CORNERS LESS THAN 30OF FLOOR AREAA A-700 (TYP) I'-8" VENTILATION;MIN. oo B = 1512X812 ACCORDION NEW(3) 1.75"x11.875" G.P. 2.OE LVL HDR -700 4% OF FLOOR 10.2 S.F. I41.5 S.F. B AREA b�X812 SLDR. ;, .... ........................._....................._..... .._..._............................................ ..... ... .... ........... (2) 2"x177 HDR NEW HOLDOWN 'C' 47x4" P.T. POST O WRAPPED W/ IX; 1 PROVIDE SIMPSON SHEAR ® FOUNDATION O w I PROVIDE SIMPSON iy WALLS TO BUILDING ° 5: 0 1 LEVEL (TYP) BASE CONNECTOR CORNERS LESS THAN 30" AND GIRDER (TYPj 7 CONNECTOR (TYP) I I r 1F - - - - - - - -NEW (2) 1.75"x11.875" LVL HDR ry E ci NEW 14" TJI 360 N - - - - - - rye, {� 0 D� I cV F.J. ® 16" O.G. - I NEW (2) 27x6" 1'-5" HARTH 1 3 r O I POST TO RIDGE NEW 14 TJI 360 2, O„ Imo, ' �n m I r N COVERED (ABOVE HDR) r N I +8\ F.J. ®I I6" O.G. - ��ff '11 m s w y NEW (2) x F I r- DECK r- PROVIDE SIMPSON SHEAR - 2'x8 -� i 0 9 WALLS TO BUILDING 1 I C7 d I HDR m cn to 1 a CORNERS LE55 THAN 30" m I 3 i(1 3 7If I \4Q'�" I I } v LIVING (TYP) w( " I NEW (4) 2"xb" I I 4 0� �lry `2 '> K Q = ROOM NEW 5.5"0 z 1 x 3'-b" P05T TO RIDGE 3'-b" `rte I p 0. BTL. COL. �► (ABOVE HDR) ` .fllu I 4(Y r TO HDR 12Q X8Q SLIDER E N I I INEW (3) 1.75"x14" 6.P. 2.0E LVL FLUSH HDR w/(2) NEW (3) 1.75"x147 6.P. ZOE NLVL�HDR THK. 5TL. FLITCH PLATES BENEATH P05T ABOVE .I.F) 3 27x6" NEW(3) 2 x 6" ( ) a I 3 . - - - - - - - - - - - - - 2'X8" HNEPq Dj POST TO HDR POST TO HDR _ 5M/00 �. DBL 14" LVL BELOW WALL - - - - - - - - - : NEW 3.5"0 5TL. POST NEW (2) 1.75"x147 O.P. 2.OE LVL FLUSH O I'-O" I COL. TO HDR HDR BENEATH POST ABOVE N.I.F) I'-O" I NEW (3) I� �, 3_b: 'Po ry+� OU �O 4. FROM ABOVE N 27x6" > b,, POST I 3-6 5-2 5-3" y� ' �b MASTER I 3 TO HDR BEDROOM NEW 14" TJI 360 IN DINING I B B g v 0 b U / F.J. ® Ib" O.G. I DEN (2X5Q Q O VF.J.8 O Ip NEW(2) 27x8" HDR NEW (2) "x8" HDR NEW(2) 2"x8" HDR I 3 I 3 E O dJ J tla p CANT. d uJ 18 E-O" s r a O ( _ NEW 14�' TJI 360 I x NEW(3) 5 NEW(3) m p w 3 x n I r - I v �`6, i� F.J. ® Ib" O.G. 27x4" x IL - - I = 1 3 BEARING m POST l\ 2 xb" POST NEW 3.5"m 5TL. _ Q r QI� NEW (3) - CATHEDRAL I5PAGE I GALLERY HALL g 1 SM/Go 8 s' WALL;CARRY .`0 �' e4 �r'�` `i'' ~ 5M/CO TO HDR - 27x6" N - W in ,. `� U yo Z D TO HDR COL. TO HDR a O p L N p I 4'-5" UP TO R.R. �ry w O w 10'-b" ALIGN WALL5 O p POST „ „ „ -� 2¢ 12 z = 2"xb" WALL 13 TO HDR z I �{-2-4 4 O 4-q .d`NEW (2) 1.75"x14" 6.P. 2.OE LVL FLUSH HDR 5' I �0s' 7,'; NEW (2) _ V 27x8" HDR I 3 " -b"� NEW SIMPSON N - r- O O X8 5- '.:..A `}<.. ry+SOU IUSI.81/14 HANGER b'-O" � - - } N 1 ry 0 �C 0 I 3 13 ui 8 � • - / " 14 ,E �0 � � I I vie ®� ASTER Q N N m (15) Tr t 10" DN m IA to z O I i KI Le HEN b IV z > �' W.I.G. BATHROOM o I k I FOYER CL5T _ Q ui I z S, 4 4 D� t2VER AN p ri BUTLER ABC VE _ - a PANTRY i I in d s p a � �� > STORAG p b `rl� I 1 ' ISL 0 MUD ROOM m s� ,y ° `� w i 4 EW 14" TJI 36 I I I 3`,, 13 in BATHROOM r F.J. ® Ib" O.G. I I 13 ♦ 412, NEW -O 12 1 1 1 NEW (21 :2 xb" I 2:_7" 717 ry N : I 3 2X8 L------ -.- -.�-.-. = F.J. - NEW(2) POST � - q_O 01 HEADERS ABOVE /, ui : I CANT. I 2 xe HDR Q- 0 0 y 3J tdEW (2) 27x8 HDR g'-p' - '� D IST FL. WINDOWS _ TO HDR a �I , 14'-O" 14'-0" _y LI E OF FLOOR ABOVE m ® .: NEW (3) 1 I 0 /' ♦ y�J h� x A A ----- O 6 - 18'-O' o I �0,, �j' ; �0 A '(fi ?. CP ♦o�fi E' W �`r �.� 7 2'x8" HDR TO HDR �.--- „ii ,o �Y YJ D NEW (2) 2 xb POST 0 DW j ��'' ® ryJ X __ _ " •v �9� (IS) R ® 7e�A\ . 5" W CA I 3 BATHROOM rt - 6`0 «, YPSUM ®is T A �` __......... _..._. - --- ---._._ _ _..__ -- _ ----- BOARD ..... <. ><<,: sa., .;.... �. <. ;.:gin��:rs: b;, ` � TYPE X FIRE =.y: RATED 6 r *• A-700 A-770 m < q O m-- NEW (3) 0 2X8 b 8 2 3 G G G `i,, 3 U ocso N� 03: 4 O�� 2'x8_HDR _ NEW (3) 27x6.. NEW (3) 27x8" HDR +1 POST TO HDR w/(3) 2"xb" POST TO RIDGE b ry0 OF N 2 310 B g ABOVE 2ND FL. WINDOW , 4'-O" J ,., �': GARAGE v NEW(2) COVERED v NEW (2) 6•. I 3 V " ENTRY V PROVIDE I" TYPE x PROJECT: O 2x8 HDR O 2"x8' HDR IS Y= 4'-0" 1011 O" `3 i GYPSUM BOARD ALL5 AND CEILING lu ® b ®%% WH EI DTMAN 6o W (2) 2"x10" BM zNE (2) 2"x17" BMW � RESIDENCE Q 4"x4" P.T. POST WRAPPED W/ IX; -� yam♦ PROVIDE SIMP50N P BASE CONNECTOR �t m AND GIRDER �3, 120 CAIOLA CT CONNECTOR (TYP) 13ryry a :2:21-0"- G R E E N PO RT, NY 11944 e,• RAWING TITLE: �Rb• �3 IRST FLOOR PLAN PAGE: A-500mOl F I RST FLOOR PLAN ATE: 01/24/22 6 OF 14 SCALE: 1/4" = I'-O" FLOOR PLAN NOTES ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "A-201" FOR NAILING 4 5TRAPPIN5 DETAILS. STAIR 4 RAILING NOTE: TYPICAL MECHANICAL ROOM NOTES: I DOOR NOTE: NEW LAUNDRY ROOM: 4 I. ALL NEW STAIRS SHALL HAVE MAX."i 3 4 10 14DRY R DOORS WHEN CALLED I. EW WASH / HOOK UP y. I. INSTALL NEW INTERIOR D L O � MIN. 10 Tr RISERS SHALL BE CLOSEDFURNACE/BOILER WHEN NEW INSTALL AS PER .. ..�.. \ .:. . .. _ LL AUND b DOOR JE D WEN OR EQUAL . 2. L . ROOM .....� \ \� �.. ....\ �.. .. ...�� ...�., ..��. .. .��. •\\\\... ,\\\.. OUT ON PLANS BY L ( ) `�.�......�. `:, 2. 36" HIGH GUARDRAIL d SPINDLE SPACING \ \�\ ------- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED MANU. SPEC.s AND AS PER NYS MECH. AND DIM.'s w/SIZE OF EQUIP. NOT TO ALLOW PASSAGE OFA 4" SPHERE; FUEL GAS CODE \ \ \ '' ` ; EGRESS OUT ON PLANS BY THERMATRU (OR EQUAL). L 3.PROVIDE HOOK UPS AS REQ'S PER TO BE DEMOLISHED 36 HIGH HANDRAIL 6 SPINDLE 5PAGIN6 NOT \" EXISTING • HARD WIRED SMOKE DETECTOR 2. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED MANU. O 3.DOOR TYPE TO SELECT :LI1tH. Nll�ii..:;:.._:. WINDOW DIMENSION G R w/ BATTERY BACK-UP TO ALLOW PASSAGE OFA 4 SPHERE THAT IT CONFORMS TO NYS MECH. AND FUEL WINDOW 'O\ ' ; ,a`\`, ;£ 5M 4.INSTALL AS PER MANU 5PEG.'s DRYER EXHAUST NOTE: TYPE QUANTITY MODEL # ;\,. ..,a; ,. ,.,,,`n ._.. \; '. \ __. OPENING 3. 6RIPPABLE RAIL AS PER GORE OAS CODE GALL-OUT \ :` WIDTH REQ'D: 20" EXISTING TO REMAIN I. DUCT SHALL TERMINATE TO EXTERIOR • CARBON MONOXIDE 3. COMB. AIR VOLUME AS PER MANU. SPEC.s - 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY NEW WOOD FRAME (L.G. GO GETEGTOR OPENINGS ON .;' HEIGHT REQ'D:24" SMOKE DETECTOR / CO DETECTOR NOTES: PROVIDE FRESH AIR INTAKE FROM EXTERIOR \ •> \t a ...:,.:' E�C:, ' WIDTH HEIGHT OPEN REQ'D: 5.'1 S.F. WINDOW NOTE: STL. WHEN APPLICABLE) 2 I. ALL NEW WINDOWS d DOORS SHALL BE O I. CONTRACTOR SHALL PROVIDE CODE 4. MAINTAIN OR PROVIDE FURNAGE/BOILER 5.DUCT 51ZE AS PER MANU. COMPLIANT SMOKE CARBON O L / RBO MONOXIDE ELECTRICAL EMERGENCY SHUT OFF SWITCH .. ,.,\>.. ,..,.. . \.< ,...,., ANDERSEN 400 SERIES CASEMENT, 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT A DOUBLE HUNG 2 TW2036 Q HARD WIRED SMOKE AND COMBINATION DETECTOR HARD WIRED TO EACH 5. FOR OAS SERVICE, PROVIDE OAS SHUT OFF DAMPER NEW PARTIAL HEIGHT DOUBLEHUN6, OR GLIDING(AS NOTED); INSTALL , ,,;\\, SM/GO CARBON MONOXIDE DETECTOR OTHER w/BATTERY BACKUP. SWITCH 5.TRANSITION DUCTS SHALL NOT BE CONGEALED AS PER MANU. SPEC.S. FOR SUBSTITUTIONS, B DOUBLE HUNG 21 TW24410 \�� \ WOOD FRAME (L.G. 5TL. COMBO w/ BATTERY BACK-UP 2.INSTALL ALL AS PER MANU. SPEC.s 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER WITHIN CONSTRUCTION. FLEXIBLE TRANSITION `\�> SEE NOTE #q IN GLA55 WINDOWS AND DOORS `�•' _ ` WHEN APPLICABLE) CLEARANCES AS PER CODE DUCTS USED TO CONNECT THE DRYER TO THE ON PAGE A-100 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL GORE F '\ ,. .µ \..:` "t";:: \' 7. PROVIDE 3 FLOOR DRAIN 6 CONNECT TO EXHAUST DUCT SYSTEM SHALL BE LIMITED TO G DOUBLE HUNG 3 TW20410 .:,,0\., i°\> _, �\ WA 50 G.F.M. EXHAUST 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS >',,;\\� ,:..,<<. , 10 NEW FOUNDATIONLL FAN W/ DAMPER SHALL HAVE STRAIGHT ARM HINGE WHEN EXISTING SANITARY SYSTEM AS PER NY5 51NOLE LENGTHS, NOT TO EXCEED 5 FEET AND ;....: NG - ALL DBL. HUNG WNDWS TO BE EXHAUST FAN NOTE PLUMBING CODE SHALL BE LISTED AND LABELED INMi 3.IF DOUBLE HU D DOUBLE HUNG 2 TW2841O :, . ':° ., a° .: TILT WASH 6 NEW EXHAUST FAN SHALL BE INSTALLED WHERE ACCORDANCE WITH UL 2158A. `�: \��`,; �, �, „��; ,,\`� ,,,. 50 G.F.M. EXHAUST O VENTILATION IS NOT MET BY MEANS OF NATURAL NEW ATTIC ACCESS - PULL DOWN STAIR: b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID \„ \\ \ "' 4.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. l MIN. (2) 2"x4" STRUCTURAL CIRCULATION THROUGH WINDOWS OR DOORS TO I2 1. MIN. 350 # CAPACITY METAL w/SMOOTH INTERIOR SURFACES WITH 1=L FAN LIGHT GOMBP O UIP R H E DOUBLE HUNG 3 TW3062 \ 10 \ 2.SIZE TO FIT MECH. EQ TH OUG JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. a; :.. P05T FOR 4 WALLS w/ DAMPER EGRESS NOTE: OUTDOOR SPACES AS PER NY5 MECH. GORE w IN COMPLIANCE WITH NEW YORK STATE BUILDING SECTION 403.3.2.3; INSTALL A5 PER MANU. SPECS OPENING (MIN. 22"x309 EXHAUST DUCTS SHALL NOT BE CONNECTED WIT ,B (MIN. (2) 2 xb STRUCTURAL GORE, SECTION R310.2.1;THE FOLLOWING MEANS O 3.I HR FIRE RATED SHEET-METAL SCREWS F DOUBLE HUNG 3 TW30-i2 \\' `�\ POST FOR 6" WALLS), U.O.N. EGRESS SHALL BE FOLLOWED: 4.DBL. FRAMING WHEN NEW OPENING 'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM t \`°� '° k�O NEW OAS METER: 5. INSTALL A5 PER MANU. SPEG.'s DRYER LOCATION TO THE WALL OR ROOF ,;\ 1 INSTALL NEW OAS METER REGULATOR/ 6 PICTURE I FDHP56510 ..<\\ \', NET CLEAR OPENING........... 5.7 S.F. O 6.CONSULT H.O. FOR PRECISE LOCATION TERMINATION. THE MAX. LENGTH OF THE DUCT _ ,,:, \ VENT AS PER NYS MECH. CODE, FUEL OAS :.. NET CLEAR HEIGHT............... 24 MINIMUM OF ACCESS SHALL BE REDUCED 2.5 FEET FOR EACH 45 CODE, UTILITY CO. STANDARDS. OAS mi, <: i'"'' :: `„\ NET CLEAR WIDTH.................20" MINIMUM BEND AND 5 FEET FOR EACH ct0 BEND. THE c' METER SHALL BE POSITIONED ® GRADE NEW AIC, CONDENSER: H DOUBLE HUNG I TW20210 <' o. \ MAX. LENGTH OF THE EXHAUST DUCT DOES NOT I. SIZE CONDENSER BASED ON NY5 MECH. CODE. °` '' WINDOW /DOOR FRAMING: ELECTRICAL METER: 13 2. PROVIDE PROPER TONNAGE TO ALLOW FOR INCLUDE THE TRANSITION DUCT. O SEE PAGE A-200 FOR FRAMING O NEW ELECTRICAL METER; INSTALL AS GOOLIN6 OF ENTIRE GU. FT. AROUND DOORS AND PER NYS MECH. CODE, $ UTILITY CO. 3. INSTALL CONDENSER ON GONG. PAD FIRE RATED DOOR: 10 ELEMENTS WINDOWS AR FOR ALL) U.O.N. STANDARDS;UNDERGROUND SERVICE. Al, ZONE I: I5 211X685/4 HR. SELF-CLOSING 11 I. NEW AIR HANDLER $ DUCTWORK IN BASEMENT FLOOR 5TEEL DR. FOR FIRST FLOOR A/C ZONE 2: W I. NEW AIR HANDLER 4 DUCTWORK ON ATTIC FLOOR 10 NATURAL LIGHT $ FOR SECOND FLOOR H VENTILATION V W ` FLOOR AREA 1,18 S.F. I- V % REQ. PRov. NATURAL LIGHT $ Q LIGHTING;MIN. &% VENTILATION OF FLOOR AREA 14.2 S.F. 21.5 S.F. Q VENTILATION;MIN. FLOOR AREA I-M S.F. 4% OF FLOOR 7.i S.F. 13.8 S.F. % REQ. PROV.S.F. AREA (� LIGHTING;MIN. &% OF FLOOR AREA 14.2 S.F. 40.0 S.F. 44'-3" VENTILATION;MIN. 14'- 22'-O" 'i'-6" 4% OF FLOOR -I.I 5.F. 20.0 S.F. NATURAL LIGHT ' ' AREA A-_1_OoVENTILATION - B _ I 11'-0" 2 3 n'-o" A-700 FLOOR AREA 154 S.F. B ' '7'-'7" 7'-2" " _ _ ......;., - % REQ. S.F. NEW(3) 2" 10" HDR _.... - PROV 77, LIGHTING; RE 8% 14.1 S.F. 40.0 S.F. NE :�'"X�' pR OF FLOOR AREA VENTILATION;MIN. NEK NEW 2"x10" C41 NEW (2) 4% OF FLOOR '1.4 S.F. 20.0 S.F. 2 ® I6" O.G. 2"x8" HDR AREA I I HOEDOWN I b BATHROOM 'A' ® 2ND ,- 3 2 m I FLOOR r ' LEVEL (TYP6 1 3 NEW (2) J 2"x8" HDR O BEDROOM in BEDROOM 2-p NEW 2"xl0" G.IT. _ $ ® 16" O.G. I in v v 1 V ® NEW 3.5'm - x= X = - 3'-2" STL COL. I GEST. 0 cV tV dJ TO RIDGE NEW (3) I m w N 2:x4 V-2" 3_p Ilk vi i z P05T5 TO 5 10'-II" 3'-b" ® RIDGE 3 1 NEW (2 .. 20 O NEW (2) 2x8"HDR N 2"x8" HDR SM/CO BATHROOM � 3 i 3 1 I X10 GLST.o,I / S / / PROVIDE EPOM / `9 FLAT ROOF I-3'-b" O / F- _ MEMBRANE ABOVE T / U O / / BED � ROOM v SHEATHING 00 /L-2,-O, g x= IY I m ROOF LINE BELOW in 0 • iv� Q 3 2 • 10'-10' =i .......... SM/00L Q - - • ® 0 = ROOF LINE BELOW 13'-8" I O + 5M/GO -N' x B K >1 lz 8 4 - LA 5 Lu J / W 3 (V W .I.G z 12 I � NEW (3) 2"xb" I I ROOF LINE BELOW POST TO RIDGE ABOVE O 771 • / U .D 5M/CO I N 7�6\' '1'-0" p STORAGE p m DN i I .o Gs H ROOF CLO. LINE 14'-5.. BEL W NEW (2) 2"x8" HDR NE (2) 2"x8" HDR Q0� 4 4 B w 2* 3 B , NEW 2"x10" G.T. 2 ROOF INE = LAUNDRY o,RHAN6 BE W OPEN TO ROOM p „ BELOW I Q.' �'ry/ ��FtED BELOW \ � C�wAl k:A A i0 ..-� ................... ......... ......................_..__._.._....... _.. _..................._....... ............ . ........... ......................................... A A-100 A-"f00 z NEW HOLDOWN 'A' 3 2 3 2 3 2 :4 ® 2ND FLOOR F 14'-0" 6'-8" �0� / t�� `r✓ �� LEVEL (TYP) NEW (2) 2x8" HDR NEW(3)12"x8" HD NEW (2) 2' �. 0 7 5 -- .y� / OF NEIN B B 2 3 B NEW HOLDOWN 'A' / 4'-10" 6'-3" 61- 41-101", ® 2ND FLOORROOF / OVERHANG LEVEL (TYP) / / BONUS r�,{ / ROOM BELOW )PROJECT: 14'-1 22'-0" / H EI DTMAN / RESIDENCE / 4 ; 10Q Q v �• / 7. 120 CAIOLA CT B GREENPORT, NY 11944 �O Rte,, 3 2 d'� DRAWING TITLE: )SECOND FLOOR PLAN e Y 00 ysr AGE: A-501. 01 5F_00ND FLOOR PLAN SCALE: 1/4" = V-O" DATE: 01/24/22 7 OF 14 I� — 12 12 H — U U J Q >> Li �LL \ 0 00o a0 � FRONT ELEVTION FRONT ELEVATION -OAte'AOS SGALE: I/4" = i'-O" SGALE: I/4" = I'-O" 12 �12 — w 12 � IFEE [El ........... ..... O U W �,��RED r CIA .... ................ tp - FN �N i � PROJECT: 0 H EI DTMAN RESIDENCE 120 CAI OLA CT GREENPORT, NY 11944 REAR ELEVATION -OARAOE REAR ELEAVTI ON DRAWING TITLE: SGALE: 1/4" = 1'-0" SGALE: 1/4" _ '-O" ELEVATIONS PAGE: A A*-Ab, 0 AV% 0 e A-23 U3. DATE: 01/24/22 12 OF 14 i NW I.L U w �— U _ J U J a —7!F:W__ 12 _,. 12 N Z LU O U F- Q W LEFT ELEVA710N i 16HT ELEVATION 5C,ALE: 1/4" = I'—O" 50ALE: 1/4" = I'—O" R�0 Af cA��r 03 FOF NES PROJECT: H EI DTMAN RESIDENCE 120 CAIOLA CT GREENPORT, NY 11944 DRAWING TITLE: ELEVATIONS PAGE: A-801,. 01 I DATE: 01/24/22 13 OF 14 APPROVED AS NOTED DATE: 7 B.P.# FEE: / BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR = DESIGN OR CONSTRUCTION ERRORS. W fx U W TH ALL CODES OF --7 .. COMPLY INEW YORK STATE & OWN CODES AS REQUIRED AND CONDITIONS OF Q ; m K Y' vu i , i� � ; TEES J OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY j, >�xr.�ai iJiIS'i1 a 'C.TiQ"SS ARLREGU''..— Contiat TOG Cnr!neer.nrg tit 785-t5CO b,!czre C^c ;ifl,OR Prow ide Enginerr's Certif'vption th-t the draninnogo hrysb.2c j Inst+!ted to ct-1-. -.� All exterior lighting .� installed replaced or , 9 , p rc� to Chapter iter 172shall 0 of the Town Code \1 Must provid, , `. �njals D, . ,. ,, per NYS r:,ficl-gy Code Z W Blower door o 2nd ductwork testing required. o b W TRun PU kCAr.D!N j R tQU:�GQ ® 5�� R A ELECTRICAL. mak° °�� INSPECTION REQUIRED4 rA,� -� y ,✓ n 740,4) . `"Cod PLUMBER CERTIFICATION ON LEAD CERTIFICATE OF OCCUPNTENT ANCY A P ARCHITECTURE ANTHONY PORTILLO, R .A. , LEE PROJECT: - :d,,' ,.� - -. u_ ".�..-e .s,;.yy.dTR;'el{ - .,. .. ... Pr'x6WFS.%T'?wF` F,"y'S'.�, icJxSs ..rx.'. -.9+"4 hLYG• ?•rM.'+• A � . ,. ,.. . K' ' • � SOLDER DER US WATER a � . , � ..a:TZ SSYSTEM CANNOTUPPLY r EXCEED 20 OF 1% LEAD .� H E I DTMAIV 1075 FRAP-I'KLINVILLE ROAD 204 25TH STREET zcji 'U' ll T E 0 RESIDENCE ` 32 LAUREL, N .Y, � BROOK LY �, . L �►N� LLC0:516-214-0160ALL PLUMBING WASE 120 CAIOLA CT '4WATER LINES NEED'' '._ , d T ° INIG:-95;FOR2 COVERING GREENPORT, NY 11944 DRAWING TITLE: TITLE PAGE DO NOT PROCEED WITH FRANINIG UNTIL SURVEY,. OF FOUND.ti LION•LOCATION HAS REEi4 APPROVED, PAGE: 1 0I DATE: 04/18/20 1 OF 12 NOTES $ SFEG I F I GATI ONS CARPENTRY = 515TAKEOUT IS TO BE PERFORMED BY A (CENSER SURVEYOR FADE <ENi00` : IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CON5TRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb 8"15) UNLESS 1 L TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY OTHERWISE NOTED.TO READ ALL NOTES, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, INSULATION � FENESTRATION REOU I REMENTS TITLE PAGE 5FECIFICATION5,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE la" ABOVE 50RATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. 8" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. NYSEGG 2016 TABLE GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SSTOCKPILE TOCKPILE TO 5011 OBTAINED MATERIALS.7IPPING DRIVEWAY AND BUILDING SITE. COMPONENT PROPERTIES 8402.1.2 COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb' APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEN AND EX15TINO BACK FILL MATERIAL ARE TO BE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL HATE15 UNOF 5U 7A5LE FOR R-13 CAVITY INSULATION MIN. E 4 + R-5 AS PER ® I �� GENERAL NOTES 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR EXTERIOR WOOD FRAME WALL R-VALUE R-5 CONTINUOUS INSULATION TABLE 402.1.2 OF NYS YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EOUAL BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ENERGY CODE - ZONE 4 STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. NYSEGG 402.1.3 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM WINDOW U-FACTOR YES AND AUTHORITIES HAVING JURISDICTION. FOUNDATION, CONCRETE, AND MASONRY LEAKAGE 0.30 GFM/5F U-FACTOR=0.35 MAXIMUM 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT AIR LEAKAGE=0.30 GFM/5F A-200 HOLDOWN ANCHOR BOLT 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE MIN. R-41 AS OF THE OWNER/BUILDER 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF R-411 INSULATION 402.2 OF YSE NERGYE STRAPPING & NAILING DETAILS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CEILING R-VALUE YES 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CODE - CLIMATE ZONE 4 STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARCH ITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L WITH THE WORK. MIN. R-30 AS PER TABLE 6. NO DEVIATIONS OR CHANGES 'TO THE STRUCTURAL SYSTEM SHALL BE MADE P T FLOOR R-VALUE YES q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. R-30 INSULATION 402.1.2 OF NYS ENERGY A-500 SITE PLAN UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS CODE - CLIMATE ZONE 4 PROJECT/ZONING DATA 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE OTHERWISE NOTED BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND 15 OF COX GRADE, UNLESS OTHERWI5E NOTED. SEE FLOOR PLANS 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS A-400 FOUNDATION PLAN q. DO NOT SCALE DRAWINGS, WRITTEN PIMEN51ONS TAKE PRECEDENCEUNTIL 15T TIER OF FRAMING I5 IN PLACE. TABLE R501 .7 II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS, AND OF COX GRADE. 10. OWNER/BUILDER ARE RE5PON515LE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 1. FOOTINGS TO BE POURED CONCRETE of 51ZF SHOWN ON DRAWINGS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12, EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, FTG. TO BE FILLED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. SOLID WITH CONCRETE. STRUCTURAL MEMBER ALLOWABLE DEFLECTION AND SHALL NOT BE ALTERED OR. BE REPRODUCED WITHOUT WRIT T EN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. ___-_ s O FIRST FLOOR PLAN LLl PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 2a 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT J015T5, STUDS, AND RAFTERS WHEN SPANS DAYS OF 4,000 Pal., U.O.N. W/ NO FINISHED CEILING ATTACHED TO RAFTERS U R.E517ONSIBLE FOR DESIGN INTENT ONLY. EXCEED b'-O" AND AT EVERY b'-O". 11. GONG. 5LAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH LLI 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. INTERIOR WALL5 8 PARTITIONS H/150 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER SECOND FLOOR PLAN 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL P-2 TIMES. AT THE COMPLETION OF !^10RK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. FLOORS $ PLASTERED GEILIN55 L/360 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q I; BROOM GLEAN. ALL OTHER STRUCTURAL MEMBERS L/240 (I) WALL TIE PER (3) 5a. FT. 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 A-I -- 15. THF CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 _ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOGP.L CODES //��., MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ROOF FRAMING PLAN AND ORDINANCES. I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. '' GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 I6. THE CONTRACTOR SHOULD FU._LY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. THE SUS-CONTRACTORS FOR A PERIOD OF AT LEA5T ONE YEAR AFTER FROM FOOTING TO 2" ABOVE FINISH GRADE. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 COMPLETION OF PROJECT. 111. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. OF 40°F AND FALLING, UNLESS APPROVED BY ARCH TEGT/ENGINEER. N0 = ------ - �®�O� SECTIONS ARGHITECT/ENGINEER, AND THEIR: AGENTS AND EMPLOYEES FROM AND CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ACAINST ALL CLAIMS, DAMAGE5, LOSSES AND EXPENSES, INCLUDING 20. P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN STRUCTURAL DESION LOADS ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ARCHITECT/ ENGINEER. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND USE LIVE LOAD DEAD LOAD ITSELF INCLUDING THE L055 OR U5E RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER WHERE EVER APPLICABLE. - MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, A-701 SECTIONS EXTERIOR BALCONIES 60 psf 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 111. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA CONTRACTOR, ANY 5UBGONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. DETAILS EMPLOYED BY ANY OF THEM, OR: ANYONE FOR WHO5E ACTS ANY OF THEM MAY PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK DECKS 40 psf 15 psf BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: _ CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILL.IAN 1.11E MICROLAM PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN la. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC, 2.OE G-P LAM 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED PSL (PARALLEL STRAND LUMBER) DENOTES A5 IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x a" S�O I DETAILS BUT NOT LIMITED TO FORM-WORf:, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, FTG. ARE TO BECAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 J015T MaMILLIAN 2.OE PARALLAM DEEP S 3'-0" BELOW GRADE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf _ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PECIFIGATION5, ALL TO BE INSTALLED AS PER MANU. 5PEC,s APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE ATI'IC5 WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf AND SPECIFICATIONS WILL NOT 13E PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, INSULATION AUTHORIZATION of THE ARCHITECT/ENGINEER. NOTES, AND TABLES ON PAGE5 A-I, A-2, 8 A-3. THE FASTENING SCHEDULE 1. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf - 111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 SPECIFIES THE REa'D NAILING FOR THE SHEATHING (ANY NAILING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EGUAL. �0® ELEVATIONS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND GONDITION5 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FOIL TO BE PLACED TOWARD WARM SIDE. SLE=PING ROOMS 30 psf 15 psf PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5HF-AR4ALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEG.'s). 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOI_?:!.D./FLOOR PLANS. WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf WHICH INTERFERES WITH NEW 00I,I5TRUCTION IN A HORKMAN LIKE MANNER. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE -- - _ 23. COLUMN BEARING AS FOLLOWS: FOUNDATION WATERPROOFING. Cf.: r:DRAILS AND HANDRAILS 200 psf 15 psf 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO NALL w/ END GRAIN, 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOW5: A®a0� ELEVATIONS SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS AR: TO BEAR UPON FOUND. WALL w/ STEEL 5HIM5 8 A MIN. 3/4" OF NON-5;?RINK GROUT - q" R-30 FOR FLAT GEILING5 12 psf FOR ATTIC 22. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 5EGURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXNAr.51ON BOLTS a - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILING5 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 EXIST. HALLS $ 12" LONG HOOKED BOLTS a NEW FOUND. WALLS). FOR ANY - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION COPYRIGHT PROTECTION ACT OF 111110 (AWGPA), WHICH HAS SEVERE PENALTIES. POSTING a G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. Ib" - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 25" R-21 FOR FLOORS -- WIDE 3 COURSES OF SOLID BRICK MASONRY CI:NIaRED a POSTING, VON). - 5. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITHPLUMBING RISER DIAGRAMS (BUTIIII WHEN COLUMN OR POSTING 15 PART OF TI-':'. LCI-\r.> PATH FOR USE A5CE "1-10 (MINIMUM PE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GLASS WINDOWS AND DOOR5 57ANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. GAS RISER DIAGRAM U.O.N. WITH TOP CAPS 0 STEEL COLUMNS TO BE MIN.y4" BENT PLATE 5" LONG 2 GLAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLIMATIC AND OEOORAPHIC DESIGN CRITERIA CODES AND REFERENCE 5TANDAfZD: w/6 " DI . U.O.N. /4 D BOLTS THROUGH CENTER LINE OF VERTICAL LEGS CLEARANCES ARE PROVIDED. 1. ALL NEW WORK PERFORMED 5H,ALL CONFORM TO THE 2015 INTERNATIONAL SET 6" DIST., U. .N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3. BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY 3. ALL 5LIDING GLA55 DOORS, 5KYLIGHT5, AND ANY GLA55 UNIT INSTALLED GROUND SNOW LOAD 25 LBS MAINTENANCE CODE. GYPSUM WALL BOARD WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 0LA55, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT UNLE55 OTHERWISE NOTED. BASIC, WIND SPEED 130 MPH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF COMPOUND MFTHOD. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH uj CONSTRUCTION MANUAL BY AF d 'OA. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND CEILING, UNLE55 MANUFACTURER'S SPECIFICATIONS. EXPOSURE CATEGORY B 0 3. ALL PLUMBING OTHERWI5E NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING DEEMED APPLICABLE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SEISMIC DESIGN CATEGORY B 0 CODE. ENERGY CONSERVATION GORE. 3. 5/5" ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND HALLS MECHANICAL CODE AND 2015 INT:=CONFO M FUEL GAS CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 6. PROVIDE FLASHING PANS UNDER ALL 5LIDING GLA55 DOORS, WINDOWS, OR WEATHERING SEVERE 4. ALL MECHANICAL WORK SHALL. CONFORM TO THE 2015 INTERNATIONAL IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING ANY OTHER TYPE OF GLAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. E35REV I7 I ® S ~ 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL FR05T LINE DEPTH 51-01, Q NFPA -10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. TERMITE MODERATE TO HEAVY 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE fu TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 � KIP5(1000 LB5) TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ICE BARRIER REQUIRED YES �tBBREV�PtT�ON�J" � GENERAL WIND PROTECTION CONNECTION NOTES: BD BOARD MANU.SPEG.'e MANUFACTURER'S SPEGIFIGATIONS ADAPTED FROM STANDARD FOR HURRICANE RE515TA�NT RESIDENTIAL 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 11• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO 5UBSTITUTF WITH I MAX. MAXIMUM CONSTRUCTION;55TD 10-1111 AND 2015 GBG HIGH WIND EDITION WOOD FRAME ALL OPENINGS. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE BFE BASE FLOOD ELEVATION _ QED MECH. MEGHANIGAL �� pc CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIGS OF THE WINDOW MATCH BLDG. BUILDING � CONSTRUCTION - MIN. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MINIMUM \ �� THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE � b. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE A-I. BM BEAM FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, _ NAVDba NORTH AMERICAN VERTICAL DATUM OF 1988 Lt✓ .r 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS B.O. BOTTOM OF INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL PLUMBING REQUIREMENTS. - NYC,BG YORK GIN BUILDING GORE �,t-, BOT. --I�SOTTOM -� Q ;x a O.G. ON CENTER BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) B.OW. BOTTOM OF WALL ny :fi 3. METAL PLATF5, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE occ. OGGUPANGY <, DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SYSTEMS TO NYS PLUMBING CODE. TEMPERED GLASS. c.J. CEILING Jo15r AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - PBFE PRELIMINARY BASE FLOOD ELEVATION D$L. DOUBLE a 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. P.coNG l POURED CONCRETE > �� 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUCTURAL PANEL ASPHALT ROOFING 5HINGLES DFE DEVON FLOOD ELEVATION Nu ~- y SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 3. ALL WATER PIPING TO HAVE GLEAN OU75 AT ALL CHANGE5 IN DIRECTION 1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING I _ PL. PLATE ,• _� DIM PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT BASE OF VERTICAL WASTE PIPES. 5HINGLE5 OR APPROVED EQUAL. . DIMENSION PROVIDED PLYWOOD - �AND AT AT LEAST ONE STUD AT EACH 51DE OF OPENING. D.J. DECK JOISTS ATTACHED TO EACH FAIR OF OPPOSING P.T. I'RE55URE TREATED 5. RIDGE 5TRAP5 SHALL BE A4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE IEA. �1 EACH RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 2X4 LUMBER IS LOCATED - - FOOT. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE REQUIRED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. ELEV. ELEVATION ' AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL � RI (RISER 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. EauIP. EQUIPMENT __� RM ROOM PROJECT: '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4a AND EVERY - D15H WASHER.........................................2" EXIST. EXISTING 11- 16" WITHIN 4' OF EXTERIOR CORNERS. - KITCHEN SINK........................................2" 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF - - - -"--,- - - - "'_-_- IIR��RAFTER a. SILL PLATE TO FOUNDATION ANCHORAGE;SILL FLATE SHALL BE ANCHORED - LAVATORY...............................................2" CONSTRUCTION. - ---- - ----- EXT. I EXTERIOR -� STL. �STIE=L H E I DT M A N TO THE FOUNDATION WITH ANCHOR BOLTS HAVIN5 A MIN. BOLT DIAMETER - 5HOWER/TUB 2" F.A.I. FRE5H AIR INTAKE S.V. MART VENT OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ON. ANCHOR BOLT SHALL BE - TOILET........................................................3" 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FAR FLOOR AREA RATIORESIDENCE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - LAUNDRY .................................................2" SPECIFICATIONS. - TO BE DETERMINED BOLTS SHALL HAVE A MINIMJM EMBEDMENT OF -l" IN CONGRETE/MA50NRY FA.V. FRESH AIR VENT FOUNDATIONS. ANCHOR BOL'f5 SHALL BE LOCATED WITHIN 12" OR CORNERS - FLOOR DRAIN..........................................3 5. NAILING OF ROOFING SHALL BE TO CODE. IFF �I FINISHED FLOOR TEMP 6L. TEMPERED GLA55 [THK. THICK AND AT SPACING NOT EXCEEDING 4' ON CENTER. 6. ALL SY5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4' FF ELEV. FIRST FLOOR ELEVATION THROUGH ROOF. 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE T.O.W. TOP OF WALL PERMITTED F.J. FLOOR JOISTS ELECTRICAL: 7. PROVIDE FR05T-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN 8 FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION _ Tr TREAD 120 CAIOLA CT I. ALL NEWLY INSTALLED ELEGTfZIGAL WORK OR APPLIANCES SHALL CONFORM DRAIN COCKS AS REG'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW •T. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR U.O.Tyr -- TYPICAL TO 2011 NATIONAL ELECTRIC GC)DE, NFPA 70 AND 2015 INTERNATIONAL ENERGY PROTECTION. 2:12 PITCHES TO 4:12 PITCHES FR. FRAME G R EEN PORT, NY 11944 U.O.N. UNLE55 OTHERWISE NOTED FRPR. FIREPROOF W.F. VERIFY IN FIELD CONSERVATION CODE. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF GYP.BD. GYPSUM BOARD 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON WITH BACK FLOW PROTECTION. THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. H.D. HOLD DOWNW/�L'= W,1TH � DRAWING TITLE: ^"�D COMPLETION OF WORK. 11. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HDR HEADER ZR ZONING RESOLUTION MECHANICAL CONNECTIONS: GENERAL NOTES 3. SMOKE DETECTORS, IN CONFORMANCE WITH NEPA -12: HEALTH DEPARTMENT STANDARDS AND REGULATIONS. HN6Iz (HANGER - ---- - GENERALLY,VERIFY OR PROVIDE HARD WIRED 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED INSuL. ((INSULATION _ PROJECT/ZONING DATA SMOKE DETECTORS w/ BATTERY BACK-UP IN: T O CONGEALMENT OF PLUMBING.APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR WITH AN APPROVED EQUAL PRODUCT. INT. NTERIOR T2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY A. EACH SLEEPING ROOM "SIMPSON" MANUFACTURER. II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING GODS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES B. OUTSIDE OF EACH 5EF'ARATE SLEEPING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SFVERAL R ANY POTENTIAL DAMAGE THEREOF. AREA IN THE IMMEDIATE VICINITY OF NOLOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING THE BEDROOMS (GENERALLY THE HALLWAY) VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "51MPSON" PAGE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED G. EVERY LEVEL OF DWELLING 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER (BA5MENT, FIRST FLOOR, d SECOND FLOOR, ETC.) MEGHANIGAL. FUEL GAS: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 1. MEGHANIGAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED M-lou NYS MECHANICAL CODE AND FUEL GAS GODS "1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT a. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L1577ED ABOVE. DATE: 04/18/20 2 OF 12 �ONSTRUGTION DETAILS � NIND LOAD FATH ANGI�OR BGOLT S�� FCATIONS NOTE: THIS SCHEDULE DOES NO NIG!DE NAILLIDNG FOR METAL FRAMING STRAPS I'�I �I /� (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, �O I�l I�t �T I O I�l DETAILS�� AND ROUGH OPENNO FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL 5PECIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 3.2A 3.25, P. 112) CORNER b"-12" FOR ALL STRUCTURES: CONDITION � FASTENER SPEC. FASTENER „ 5/e 3a "O ANCHOR BOLTS ® 3q" O.G. DESCRIPTION AND QUANT I TY SPAG I NG ' ROOF $ CEILINO FRAMINO n NOTES: - ' RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S > WOOD JO I. MIN. 'i" EMBEDMENT INTO CONCRETE w/ 3" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REGUE5T 5K IF NEEDED PER J015T BLOGKINO15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL JOIST HANOE END TOP TWO COURSES SOLID CEILING-1015T TO PARALLEL RAFTER (FAGS-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION OIRDER/HEADE iv 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-16d COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 WOOD GIRDER WOOD J015T "PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" COLLAR TI70 t:: .'r ,t. , (1'-AGE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END JOIST i=RAM I NO OBER WOOD O I RDER JO 1ST FRAM I NO FLUSH WITH O I RDER/HEADER NALL FRAM I NO T1'FSAL NA LINO/STRAFFNO ROU I REMENTS AOR • U F F T/ SHEAR/ $ LATERAL NIND R E S I S TA y, II�G E TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ( PER FOOT W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" D.G. U W HEADER TO HEADER (FADE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES 0 NALL STUD— NALL 57UD CONNECTION DI D2 4 BOTTOM PLAT BOTTOM PLAT TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD U J BATHTUB — SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 ENDJOIST, or BLOCKING (FACE-NAIL) 2-Ibd COMMON PER FOOT DOUBLE JO 15T DOUBLE JOIST -""" AT STUD TO FLOOR A55EMBLY TO SILL FLOOR FRAMING71 6 , • PLATES) CONNECTION: FOR STRAP - 5 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST o END OF STRAP (WRAP STRAP UNDER SILL PL) BRIDGING TO JOIST (TOE-NAIL) 2-56 COMMON EACH END FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO NALLS _2 _16_ d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOCKING TO SILL or ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK `• a FLOOR CONNECTION w/ # LP74 SIMPSON (OR .. EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J0I57 STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER J015T KING 5TUD5- LBAND JOIST�TO51�LLorTSP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT RAFTER CRIPPLE STUD I J� I I/� ROOF SHEATH I NO HEADER I�J L I�4 C-//S TRA F N 0 9 N I N,E�O N/DOOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC, „ INTERIOR ZONE TH15 SECTION) 8d COMMON (oil EDGE / 12 FIELD PERIMETER ZONE ad COMMON 6” EDGE / 12" FIELD TOP PLATE (4" O.G. ® GABLE NOTATION: K JACK STUD' A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (3.1, P. 15"1-2001) i 5- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.235,P. 1a3 -2001) GE I L I NO SHEATH I NO NALL. Sl�LD / G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230, P. la3 - ALTERNATE�.23D, PG. la4 -2001) GYP5UM WALLBOAi�D 5d COOLERS I "1" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.7, P. 15-1 d WORKSHEET-2001) -=- E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, Phil-2001) D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK 5TUD NALL SHEATH I NO TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO NALL STUD CONNECTION TO TO END OF 5ILL(5) ® EA. SIDE (DOES NOT APPLY TO DOOR5) C (3.8, P. Is! d WORKSHEET -2001) STRUCTURAL PANELS 56 COMMON 6" EDGE / 12" FIELD NI ND RES 1 STANT CONSTRUCT ON C.,ONNEGTORS B E FASTENING SCHEDULE B GYPSUM WALLBOARD sd COOLERS ?" EDGE / 10"' FIELD GOIN(NEG'T'ION LOCATION: PART NUMBER: NOTES: ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHINO (5UBFLOOR) R I DOE–TO–RAFTERS 6520 Cay 21 " APPLY TO EACH PAIR OF RAFTERS C0145TRUC7I0N MANUAL 2001 EDITIONI RAFTER-TO-HALL H7 APPLY TO EACH RAFTER A NOTATION STRUCTURAL PANELS: GR�AI"o Ti WSJ ! 8d COMMON b" EDGE / 12"' FIELD ROUGH A B G D E F G � a IOd COMMON 6 EDGE / 6 FIELD RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER oPNG W PLATE-TO-HALL STUD 0520 © 18" APPLY TO EACH NALL STUD 2-0 2 I I I I 1 0 2ND. FLOOR*NALL-TO-IST. FLOOR NALL LFTA or 0520 ( 56" APPLY TO EACH NALL STUD 4'-0° 4 I 2 2 2 2 11 - REQUIRES SILL PLATE OF 2"xb" (MIN.) b'-O" 5 1 3 3 3 3 "ALL STRAPPING TO BE V4"x 20 GAUGE** -- � HEADER-TO-JACK STUD 6520 @ 12 APPLY TO EAGH JACK STUD REQUIRES (5) :2"A2" HDR (MIN.) "SIMPSON" EQUIVALENT - C520 (COILED STRAP) o CRIPPLE STUD-TO-HEADER H5 APPLY 7 2 3 4 4 4 TO EACH CRIPPLE STUD USE IOd NAILS IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL W SHEAR NALL HOLDDONN ANCHOR 55TB 16 APPLY TO EACH S I DENALL END NRAP UNDER DOUBLE SILL PLATE CONNECTION A 157'. FLOOR-UNDER-SILL PLATE 6520 (USE NI TH 5" SQUARE NA5HER5) _ .-••-•-"""M " AT RAFTER TO RIDGE �'� A.PtCc_ USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER VN..IND RESISTANT CONSTRUCTION. CONNECTION: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I I ALL STRAPP I NO TO BE V4 x 20 GAUGEF L i G I N O O T O LAT [. J FOR STRAP - 2 ci COMMON "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) U7E ,Od NAILS IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL ' / NAILS ® EA. END OF STRAP ' TOS PLATE � � ^ �7W LENGTH TOP PLATE SPLICE REGUIREMENT5 TOP PLATE SPLICE REOUIREMENT5 OF NSA -- GONTI NUOUS E-3U I LT-UF O I RD RS THREE OR MORE SUFFORTS FOR WIND - EXPOSURES BSG - FOR WIND ." EXPOSURES 54r, - + ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE PROJECT: BETWEEN I/6 BUILDING MINIMUM 5PLIGE"' BUILDING MINIMUM 5PLIGE"`,4 CONNECTION C1 CONNECTIONa I/4 OFA DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) PATTERNF DESCRIPTION \� A55EM5LY REQUIREMENTS: ,.--''" ; H E I DTMAIV WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER f " ' RESIDENCE MAX.32" SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" A (2)ROWS IOd NAILS• 12"O.G. P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROW5 10d NAILS o 12"O.C. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 161-0113-O"/3-a I6-O 4-O } ' P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, (2)ROWo I/2" 0 BOLTS m 12"O.G.STAGGERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" G DBL.• 1°NDS TWO-PIECE BUILT UP 61RDER P MAX.32' TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. _ 120 CAIOLA CT D (2)ROWS I/2" m BOLTS O Ib"O.G. NAILING: 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" G R E E N PO RT, NY 11944 `•'~ E (2)ROW5 1/2" 0 BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, 28-O F (2)ROW5 5-3/8"TR ISSLOCK 50REWS m 12"O.G. d 1/4 OF A OTHERS 5TAGGERED WITH A DISTANCE OF 16 INCHES ~' • 11 SCREWED ON(1)SIDE OF MEMBER ,_ „ : DRAWING TITLE: (2)ROWS 5-3/8"TRU55LOCK SCREWS O Ib"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 5.21-0116-O /7-6 32-O 8 O G CD ON p)SIDE of MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS TWD NEAR EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTH5 A55UME TOP PLATE-TO-TOP PLATE 36'-O" HOEDOWN, ANCHOR BOLT, (2)ROW5 3-3/8"TRU55LOGK SCREWS o 24"O.G. CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER 5PLIGE H P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. -"' STRAPPING & NAILING DETAILS SCREWED ON(I)SIDE OF MEMBER LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO '` AT STUD TO FLOOR A55FD� BLY ' u u " " (2 ROWS 5"TRUSSLOGK SCREWS o 12"O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O S'-O'/IO-O 40'-O •••"''�"" J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS --' TO STUD CONNECTION: STRUCTURAL DESIGN LOADS �D ON BOTH SIDE OF MEMBER p s ON EASIDE w/ TWO NEAR EAEND of EAPIECE, INCLUDING 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED (2) ROWS 5"TR . . . 'U55LOGK SCREWS® Ib"O.G. IN EXPOSURE II 50'-O" K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ t • • FOR STRAP - 3 8 d GOMNION (2)ROWS 5"TRUSSLOCK SCREW5•24"O.G. BETWEEN I/b A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL „ „ „ ! {{ • • NAILS ® EA. END OF STRAP L SCREWED ON BOTH 51DE OF MEMBER d 1/4 OFA HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT (001-011 6O'-O { f LATERAL LOADS SHALL BE MULTIPLIED BY We,; PAGE: FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ FOR EA. PLATE TO STUD ABOVE $ OR P FOUR-PIEGE GIDER5 ARE TO BE ASSEMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O I4-O' 70-O l a-O I. NOTE: AMS d HEADERS NO'T NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): '^• BELOW - 2 IG d COMMON NAILS PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER 4L R CONNECTION PATTERN B'WHEN 10"OR LARGER P GIRDER. a'WALL - 1.125 80'-O" I6'-O" 22'-O" 10'WALL- 1.25 A 200 2.WHEN SCREWING OR NAILING FROM BOTH SIDES,OF MEMBER- FOUR-PIEGE ANCHORING: n'WALL - 1.515 OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP GIRDER P 12'WALL - 1.5 THI5 COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR lMUL WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL AT G.J. TO G.J. CONNECTION: FOR G.J. TO G.J. - a 16d COMMON NAILS DATE: 04/18/20 3 OF 12 FROJEC,7 /. .ZONINC DATA TAX MAP # 0 ZON I NO D I STR(GT R-40 NON-CONFORM I NC rl--, + T LOT AREA 28 LO ,2-71 S.F. 77777,12 PROPOSED LOT , DWELLING , \ FENCE FIRST FLOOR AREA S.F. �E• \N ��N� FENCE 05 ,56 o. oNA SECOND FLOOR AREA 12of�.6 S.F. 7 8° ()06 CHpM SINK FENCE x25.3 TOTAL GROSS FLOOR --- AREA 3,685.4 S.F. OARAOE AREA 508 S.F. x26.q �p O BEDROOM COUNT 5 w N �� ►� G N o� HD APPROVAL RIO-I of-0052 v G W F- U LOT C-) 1� � m . Q L.07 CO`,lRAC I Q o O�00 DESCRIPTION AREA LOT ` . 00 o COVERAGE . o TOTAL LOT AREA 2a,2-71.0 S.F. PROP. POOL PROPOSED HOUSE (I NGL. HOUSE 136 � 2ND FL. BALCONY 5,215.0 S.F. 11.4% 10S ° OARAOE) Cao �D- Qq x PROPOSED BASEMENT o OG p PROP. 2 STORY PROP. 24.8 z z ENTRANCE ! 84'0 S.F. 0.5%o ®1\ $ GARAGE POOL tW Q5 U �! 40. (6 BEDROOMS) 34,5 0' x25.8 2a2ci SO.1=T. Z PROPOSED POOL 800.0 S.F. 2.8% C\48.20° ��`�� y PROPOSED POOL HOUSE 350.0 S.F. 1.2% = W 7ez cotic Foo Baa x23.5 � TOTAL AREA OF ALL ---� 44411.0 S.F. 15.7% cO epX Moi x24.5 x26.1 STRUCTURES - ° X25:7 -7 vA MAXIMUM CO\/ERAOE ALLOWED = 20% p��Q � � X03, , `• , o ROU I R.�D ��TBAGK'� w - R_ 6 0. 0 3 50.0, c -,Goo c _ 0 t LOT AREA = 28,2-11 S.F. ; R-40 NON-CONFORMINO L=:48-20 ' (2) WATER x --- 24.q VALVES co REQUIRED PROPOSED COMPLIES x25.5 x25.5 m v M �O NON � - Z NINON F-OUNDNC' MON. FRONT YARD 40.0' 5�.of' YES -- -- - N �� V 770 , 0 Z 0 V+ o 0 5 '' SIDE YARD 15.0 15.2 YES Z w o w0 - o n0 24.E (� w BOTH SIDE --� o x24.6 %. 55.5' YES FoU YARDS jam_ CONS D MON. RBC�A CONC.FOUND REAR o �Q, R VA qB BASI 61 • 36 MON 50.0 50.0 YES NT .l�T � W 24.0 L OT 16' ��F.EM Alc DWELLING OPEN O p o ®� VACANT A CB VACANT E� PROJECT: HEIDTMAN RESIDENCE 120 CAIOLA CT 517E FLAN SITE LAYOUT NOTES: GREENPORT, NY 11944 SCALE: 1" = 20'-0" 1. THIS 15 AN ARCH 1 TECTS SITE PLAN 1$ 15 SUBJECT TO VERIFICATION BY A LI LENSED DRAWING TITLE: SURVEYOR. THE INFORMATION SITE PLAN REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDOE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED AUGUST 22, 2018 AND PREPARED BY: PAGE: NATHAN TAFT CORWIN III 1586 MAIN ROAD -JOO W-IESPORT, N.Y. 11 of 4-7 TELEPHONE: ((031) -12--20CIO DATE: 05/08/20 4 OF 112 FOUNDATION PLAN NOTES EXI57INO TO BE: DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP OI TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: EX15TINO TO REMAIN O •CARBON MONOXIDE (2) 2"x6" P.T. SILL PLATES w/ COPPER TERMITE SHIELD NEW WOOD FRAME (L.G. GO DETECTOR d SILL SEAL 5TL. WHEN APPLICABLE) • ANCHOR BOLTS A5 PER PAGE • P. GONG. FOUND. WALL AS PER DETAIL UPON NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON 5M/GO MONOXIDE DETECTOR COMBO P. GONG. FOOTING AS PER DETAIL UPON WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP • ASPHALTIC MASTIC DAMP PROOFING E EXTERIOR WHEN APPLICABLE) B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) - NEW FOUNDATION WALL 50 G.F.M. EXHAUST • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / PAN w/ DAMPER STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET MIN. (2) 2"x4" STRUCTURAL FA G.F.M. EXHAUST ® L PAN . LIGHT GOMBP FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) POST FOR 4" VAALL5 w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL BEAM POCKET (TYP) POST FOR 6" WALL5), U.O.N. O2 OTYP, 5TL, COL.: 5-1/2" O.D. STL. COL. (ASTM A123) FREEZE PROOF H05E BIB: O4 FASTENED w/ MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) FOR WOOD STAIRS ® GRADE: O 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRINGER5 MAX. I6" O.G., U.O.N. (MIN. 3 5TRINGERS) W Q d O N1E.W DRAPROM DE NEON a N4" METE I IN. DRAIN W/COVER AT BOTTOM OF STAIRWELL I-- 2. CONNECT DRAIN TO NEW DRYWELL W f F_ \ ` BASEMENT WINDOW HEADER (TYP.) = —i PROVIDE (2) 2"x8" PT HEADER AT WINDOWS ` -J 2:2 0 0. ELECTRICAL PANEL: �. FA---T-0-01 b LOCATION;ALL INSTALLATION AS W HOEDOWN 'G' O NEW 250 AMP ELECTRICAL PANEL x B - PER NYS ELECTRICAL CODE , ® FOUNDATION LEVE'_ (TYP) J LD-WIN 4 O - — — — — — — — lz 2500 ! — — — — _ _ SERIIES WINDOW • mow•+ $ � F- - - - - - - - - -1 — NEA HOLDOWN 'G' - - - - - — — — — -- — — — — � ... — .1;_4„—=_rt — — — — - — - o ® FOUNDATION I NEW 24"x24"x12" 7 2 0 Q LEVEL (TYF) a DEEP P. GONG. PROV. NEW"15,000 QIP I I 4'-3" 2'-II” 12'-?' —2'-II' PAD FTG. / :• \ BTU FURNACE TO BE - — SELECTED;,NO LE55 = x THAN q2� EFFICIENT i q „ I � Fli j CIl V-6" x 8-I P. GONG. I I I S FTG. W/ #5 REBAR I' �' I ILIzlo O.G. BOTH DIRECTION; — J I- — -� I / / \XPi+�<. P ►� PROV. I50� z T A7� Fr Fr j� I, ��///��/// — 3" ABOVE BTM. OF 4' P. GONG. BASE WITH _ GALLON NATER 3'_6"— FTD. AND 3" FROM I STONE PATIO ABOVE AVERS I I / /' ,/ •� \ �' �o��' SIDES OF f TG. NEW 14" TJI 360 NEW 14" TJI 360 a ,10� / / \`► — I F.J.:a 16" O.G. I F.J. ® 16, O.G. VERIF SIZE OF I 8 I I TYPICAL LEDGER BOARD: I I / / ,�>�0 \ BIL ,0 D , R PRIOR I j I I. 14" LVL TO MATCH DEPTH OF JOISTS TO FORMING AND = POURING FOUNDATION I N r'_ I 2. SECURED w/(2) 5/8" (V x 5" LONG I — — — — — — — — — — - WALL ' H.D. GAL. LAO BOLTS ® 12' O.G. I / // `�� \ \• \ 3. INSTALL H.D. GALV. JOIST HANGERS 2 J BY '51MP50N'(OREQUAL) — - - - - - - - - - - - - O •� 2 I I c4 4. PROVIDE FLASHING BEHIND LEDGER F 1 2 _ z 0'C I 14'-4" N I tv Q / • °./ \. \ al 2 I - Lh NEW 14" TJI 360 p z ciLln _ :� I x �,^o. F.J. ® 16, O.G. t�x w p Q m in I = �n a I 6 w JELD-WIN 4 / fi m UN w I 3,z IZ m 35.3"x23.5" 2500 / < in I I E�O z d NEW 5.5"0 5TL. j A-02 SERIES WINDOW °COL. CNP.) — f i sJ A OU' ul m o tifi� o ' I PROVIDE 4' POURED GONG. is Q L 2 — — — — — — — yod„ n NEW 24"x24"xl2" R®�b \ w� • SLAB W/6x6-10x10 W.W.M. I �I NEW 30"x30"x18" BASEMENT w (Y q'_6 I 3,\ t�` DEEP P. GONG. �i \ l_ DEEP P. GONG. I I-- `�„ b PAD FTG. \ \ BETWEEN CENTER E UPPER �-� z � NEW 5.5"ds OF SLAB SECURED IN 0 i M PAD FTG. (TYP) NEW 30"x30"x18" I J I STL. COL. 18'-I" CRAWL SPACE DEEP P. GONG. PLACE DURING POUR; _ ,z a P05T FROM -� (TYP) \ S \ dJ til!X PAD FTG. (TYP) 4-10 la'-2" PROVIDE 6 MIL`POLY ON 4" w d 0 ABOVE w / . `6� \ SLAB z70--. PROVIDE 4" POURED GONG. �•o \�� •• I GRAVEL BASE BELOW 6'-q" 14'-5" - � •I I -tV PROVIDE 4" POURED GONG. I / NEW(2) 1.15"x14" G.P. 2.0E LVL FLUSH BM. 3 Q SLAB W/6x6-10x10 W.W.M. 0 / \ ' . \ >S,, SLAB W/6x6-10x10 W.W.M. NEW HOLDOWN 'C' C _ _ _ _ l9 BETWEEN CENTER d UPPER 4 O w U / +ij BETWEEN CENTER d UPPER ® FOUNDATION / pIr of SLAB SECURED IN 6 QI ( to 0 CRAWL SPACE / \ \ / �> OF SLAB SECURED IN LEVEL (TYP) ' NEW 14" TJI 360 ... NEW 51MPSON HUSI L " PLACE DURING POUR; x / $" �PLAGE DURING POUR; Q� HANGER AGCE55 1- / 2 @ F.J.'® I6" O.G. - - x PROVIDE BASE BEL W 4 1))I _ \ 1 \zI 0 r r Q OPENING / PROVIDE 6 MIL POLY ON 4 / Z * cp o `r ® / GRAVEL BASE BELOW / w SLAB N I / / \ \ n SLAB (TPP)Lu / x In IL 4" TJI 36 J O --c z L1 5m/co m p ry O tu z NEW 14" TJI 360 2 \ � / Lu z SJ 2 wl(V 2 I F.J. ® I6" O.G. -� / / ��i�C� �0,, cV NEW 3.5"4) 5TL. COL. ® \ / / \ °0 — — — z x UPON I5"xI5"xl2" DEEP. w -�'-6" / / P�� \ \\ �> // / �� _ _ _ ry P. GONG. PAD FTG. z — —p I NEW HOEDOWN 'G \ S•, 0 — — — — JELD-WIN � I r ' - ® FOUNDATION I O \ / . / +�b/� \• @0 2 / v4 ,4 � 35.:3"x23.5" 2500 4 O — — LEVEL (TYP) I�' \ \ \ / •b / ^ OF�Y �. �� \ \ \ / / + Uj ry�o� SERIES WINDOW - o O I 3 m — — A-100 A-"100 �— — — — - — — — — — — — — — — — — — — — JELD-WIN — — — Q — `/ u pp p< �b \ \ / / �REIa A/�C I •. ° .. ,, . . ' '. 35.3"x23.5" 2500 SERIES WINDOW < O — - - - - — — — — — — — — — — — — � PROVIDE GLEAN FILL; 1 \ \ U a• ,� ; " ,'"_?'; y¢ COMPACT EVERY 6";4" CRUSHED STONE WITH 4" P. I / SJ GONG. SLAB \ L - - - - - - - - - - - - - - - - - - - - - - - - \ Pe- I I mob/ l+/)e� / lily - - - - - - - - - - - - - - - - - - - - - — \ � \ /, X,, NEW 24"x24"xl2 / PROJECT: BASEMENT DEEP P. GONG. + 2 / PROVIDE \/ENT2) �b / PAD FTG. / / ✓ \ �` H E I DT lilt A N 14 q 22-O 4'-O" I q'-O" I \ WITHIN 3' OF P Q- S, / � BUILDING F Ot/\41 `> / / \ �['" RESIDENCE d \ \ 2 120 CAIOLA CT GREENPORT, NY 11944 DRAWING TITLE: \ �ry+vol FOUNDATION PLAN �'- PAGE: A-400° FOUNDATION PLAN SCALE: 1/4" = 1'-0" DATE: 04/18/20 5 OF 12 ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. 5PEC.'5. FLOOR PLAN NOTES SEE PAGE "A-201" FOR NAILING $ STRAPPING DETAILS. DOOR NOTE: STAIR d RAI INC NOTE: O TYPICAL MECHANICAL ROOM NO TES: O NEW LAUNDRY ROOM: AL WCHART OENEF� ALL NEW STAIRS SHALL HAVE MAX. 7 3/4 Rt I. NEW WASH /DRY HOOKUPOI. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). d MIN. 10" Tr - RISERS SHALL BE CLOSED I. WHEN NEW, 2.COORDINATE LAUND. ROOM d DOOR INSTALL FURNACE/BOILER AS PER - -- - - - �- - --- -- - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 2• 36" HIGH GUARDRAIL 8 SPINDLE SPACING MANU. SPEC.'s AND AS PER NY5 MECH. AND DIM.'s w/ SIZE OF EQUIP. ROUGH UPENiNG WINDOW DIMENSION CLEAR _ NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; FUEL GAS GORE 3.PROVIDE HOOK UPS AS REGIS PER OUT ON PLANS BY THERMATRU' (OR EQUAL). WINDOW OPENING _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 3.DOOR TYPE TO SELECT 36' HIGH HANDRAIL d SPINDLE SPACING NOT 2• WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED MANU. TYPE QUANTITY MODEL # WIDTH REQ'D: 20 W/ BATTERY BACK-UP TO ALLOW PASSAGE OF A 4" 0 SPHERE THAT IT CONFORMS TO NYS MECH. AND FUEL GALL-OUT 5M 4.INSTALL AS PER MANU 5PEC.'s DRYER EXHAUST NOTE: HEIGHT REQ'D:24" 3. GRIPPABLE RAIL AS PER CODE GAS GORE EXISTING TO REMAIN I. DUCT SHALL TERMINATE TO EXTERIOR WIDTH HE1C'-BHT.""-, WIDTH HEIGHT OPEN REQ'D: 5.'1 S.F. 3. COMB. AIR VOLUME AS PER MANU. SPEC.'S - • CARBON MONOXIDE 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY WINDOW NOTE: SMOKE DETECTOR / GO DETECTOR NOTES: PROVIDE FRESH AIR INTAKE FROM EXTERIOR NEW WOOD FRAME (L.G. Cp DETECTOR O5 1. CONTRACTOR SHALL PROVIDE CODE 4. MAINTAIN OR PROVIDE FURNACE/BOILER OPENINGS A DOUBLE HUNG 4 TW2036 STL. WHEN APPLICABLE) I. ALL NEW WINDOWS 4 DOORS SHALL BE 3.DUCT SIZE AS PER MANU. ANDERSEN 400 SERIES CASEMENT, COMPLIANT SMOKE /CARBON MONOXIDE ELECTRICAL EMERGENCY SHUT OFF SWITCH 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT O HARD WIRED SMOKE AND GARB COMBINATION DETECTOR HARD WIRED TO EACH 5. FOR GAS SERVICE, PROVIDE GAS SHUT OFF DAMPER B DOUBLE HUNG 12 TW24410 NEW PARTIAL HEIGHT MONOXIDE DETECTOR COMBO DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL OTHER w/BATTERY BACKUP. SWITCH 5. TRANSITION DUCTS SHALL NOT BE CONGEALED SM/GO AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, ® WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP 2.INSTALL ALL AS PER MANU. SPEC.'S 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER WITHIN CONSTRUCTION. FLEXIBLE TRANSITION E T WHEN APPLIGABL'=) SEE NOTE #q IN "GLASS WINDOWS AND DOORS" 4. SMOKE DETECTOR AND CARBON MONOXIDE CLEARANCES AS PER CODE DUCTS USED TO CONNECT THE DRYER TO THE G DOUBLE HUNG 3 TW204IO ON PAGE A-100 DETECTOR IN COMPLIANCE WITH LOCAL CODE 7. PROVIDE 3" FLOOR DRAIN 8 CONNECT TO EXHAUST DUCT SYSTEM SHALL BE LIMITED TO =-- ---- NEW FOUNDATION WALL FAN w/ DAMPER ::1 7[ 1 ST 2.IF CASEMENT WINDOWS - ALL INOE I WNDWS EXISTING SANITARY SYSTEM AS PER NYS SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL HAVE STRAIGHT ARM HINGE WHEN D DOUBLE HUNG I TW28410 Y" -= -��- , EXHAUST FAN NOTE PLUMBING GORE SHALL BE LISTED AND LABELED IN �J 3.TI DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE ,_ O6 NEW EXHAUST FAN SHALL BE INSTALLED WHERE ACCORDANCE WITH UL 2158A. F -ILL TILT WASH NEW ATTIC ACCESS - PULL DOWN STAIR: 50 G.F.M. EXHAUST 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. VENTILATION IS NOT MET BY MEANS OF NATURAL O 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID E DOUBLE HUNG 3 TW3062 12 I. MIN. 350 # CAPACITY METAL w/SMOOTH INTERIOR SURFACES WITH ® MIN. (2) 2x4 STRUCTURAL FL FAN $ LIGHT GOMBP CIRCULATION THROUGH WINDOWS OR DOORS TO - POST FOR 4" WAL.L5 W/ DAMPER EGRESS NOTE: OUTDOOR SPACES AS PER NYS MECH. GODS 2.SIZE TO FIT MECH. EQUIP. THROUGH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. F DOUBLE HUNG 3 TW3072 (MIN. (2) 2"xb" STRUCTURAL IN COMPLIANCE WITH NEW YORK STATE BUILDING SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS OPENING (MIN. 22"x30') EXHAUST DUCTS SHALL NOT BE CONNECTED WIT _J . EGRE55SCTION HALL BE FOLLpy1EDOLLOWING MEANS O 4.DBL. F5.1 HR 1RE RAM�G WHEN NEW OPENING 7. MAX. L NGTH SHTED 5HEET-METAL A LWNOT EXCEED 25 FT FROM G PICTURE I DHP56510 7E POST FOR 6 WAL.LS), U.O.N. CODE NEW GAS METER: � " O INSTALL NEW GAS METER REGULATOR / 5. INSTALL AS PER MANU. SPEC.s DRYER LOCATION TO THE WALL OR ROOF _ NET CLEAR OFFNINO........... 5.7 S.F. 6.CONSULT H.O. FOR PRECISE LOCATION TERMINATION. THE MAX. LENGTH OF THE DUCT --- VENT AS PER NY5 MECH. GORE, FUEL GAS NET CLEAR HEIGHT............... 24' MINIMUM OF ACCESS SHALL BE REDUCED 2.5 FEET FOR EACH 45° H DOUBLE HUNG I TW20210 CODE d UTILITY CO. STANDARDS. GAS ° NET CLEAR WIDTH................. 20 MINIMUM BEND AND 5 FEET FOR EACH q0 SEND. THE METER SHALL BE POSITIONED ® GRADE NEW A/C CONDENSER: MAX. LENGTH OF THE EXHAUST DUCT DOES NOT WINDOW /DOOR FRAMING: ELECTRICAL METER: 13 I. 51ZE CONDENSER BASED ON NY5 MECH. INCLUDE THE TRANSITION DUCT. O SEE PAGE A-200 FOR FRAMING OO NEW ELECTRICAL METER; INSTALL AS GORE. ELEMENTS AROUND DOORS AND PER NY5 MECH. CODE, d UTILITY GO. 2. PROVIDE PROPER TONNAGE TO ALLOW FOR FIRE RATED DOOR: STANDARDS;UNDERGROUND SERVICE. COOLING OF ENTIRE CU. FT. 15 2¢X6$ 3/4 HR. SELF-CLOSING WINDOWS (TYP. FOR ALL) U.O.N. 3. INSTALL CONDENSER ON GONG. PAD STEEL DR. A/C ZONE I: I. NEW AIR HANDLER d DUCTWORK IN BASEMENT FLOOR FOR FIRST FLOOR W A/G ZONE 2: O I. NEW AIR HANDLER d DUCTWORK ON ATTIC FLOOR FOR SECOND FLOOR V Q W 1- U 77'-0., 14'- 22'-O" 4'-O" Iq'-O" 17'-4" NATURAL LIGHT $ _ J VENTILATION -� FLOOR AREA 255 S.F. Q Q % REQ. PROVIDE 51MP50N SHEAR Q PROV. -i'-O" I'-8" 3 WALL5 TO BUILDING LIGHTING;MIN. 8% CORNERS LE55 THAN 30" OF FLOOR AREA 20.4 S.F. 3q.5 S.F. '- A-100 (TYP) I'-8" VENTILATION;MIN. B = ISQXBQ ACCORDION NEW (3) 1.75"x11.8"15" G.P. 2.OE LVL HDR - 00 4% OF FLOOR 10.2 S.F. Iq.B S.F. AREA BILGO DOORS ;)INNER TO NEW (2) 2"x10" DRP. NEW (2) 2"x10" DRP. 21'-O" NEW HOEDOWN 'G' WRAPPED W/ X; SELECT) BM. BM. 3 1 Qr I ® FOUNDATION PROVIDE 51MP50N PROVIDE SIMPSON SHEAR NALLS TO BUILDING ANEW b"xb" 4�� 1 NEW (2) QI LEVEL (TYPJ OPEN BASE CONNECTOR CORNERS LE55 THAN 30" 10 COL. TRIM _ PATIO AND GIRDER 'Y 2x8 HDR .0 iv ( w W/ I P.P.P. COVERED I to CONNECTOR (TYP.) y in Q K/ 11,(TypSCREEN �` �' w - - - - - - - - - - - ,-, - -„- - - - - - O I F NEW (2) I.'75 x11.8-75 LVL HDR - - - iy E ROOM NEW 14" TJI 360 N - E3 O Q (UNHEATED) - 777 F.J. ® I6" O.G. 0,Iit NEW(2) 2"xb" I 3 �` 0 cv O in 1'-8" HARTH - O _ p I POST TO RIDGE I NEW 14" TJI 360 , - tl1 x 2'-0" im I r N COVERED (ABOVE HDR) r I a\ cV F.J. ® I6" O.G. _ - � <`, x r- PATIO ry 13 r PROVIDE SIMP50N SHEAR I F I 0 p�? P 9- r WALLS TO BUILDING r l an d O } y cN ( p CORNERS LE55 THAN 30" m I 3 A X 3 p I }U LIVING ITYPJ w( w I � NEW (4) 2"xb" i II qua r>, _ z v Q ROOM NEW 3.5"� z I x 3'-6' P05T TO RIDGE 3'-6 Aat G (ABOVE HDR) '�`� / �o O 0 T 5TL. COL. TO HDR 12QX8Q SLIDER E 4'-2" 4'-2" 1 1 w NEW (3) 1.15"xi4" v.P. 2.0E LVL FLUSH HDR w/(2) NEW (3) 1."15"x14" G.P.;2.OE LVL HDR 5 y�`v\ 8 2 3 A A 2 3 - - - - THK_STL. FLITCH PLATES BENEATH P05T ABOVE (V.LF) - ' 4 ��'✓ _ _ _ _ _ _ _ _ NEVy(2) Oi m NEW (3) 2"xb" NEW(3) 2"xb" - - DSL 14" LVL BELOW WALL- - - - - - - - - - - - - - - - _ _ _ _ _ - I h POST TO HDR + + _ _ _ _ P05T TO HDR SM/GO 6\ 2"x8" HDR N 1 NEW 3.5"c7 STL. NE:� (2) 1.75'xf4' G.P. 2.0E LVL FLUSH - COL. TO HDR FROM F'�R BENEATH POST ABOVE (V.LF) I'-O" I NEW (3) �J I� 3'-6" o�A +�OOU' ro ABOVE N 2 xb 3'-W, V-2" b b, P05T J Iw '� �� [' MASTER t g TO HDR w0 2 3 (�?�Q o'' �� ® BEDROOM NEW 14" TJI 360 IN DINING I I B B B Ov 0 b DEN XS F.J. ® Ib" O.G. �d Itu z 1- ry+YJ �jP,�QQ- T_ tnQ O �I� F.J. 1L NEi^1 (2) 2"x8" HDR NEW (2) 2"x8" HDR NEW (2) 2"x8" HDR I 3 13 p dJ = ? N r CANT. Itt O i 3 E ki w Q w s../ ,i d) NEW 14" TJI 360 x NEW (3) m w Q -Q w Ix z -? 5 S, �.0 N 5 NEW (3) O w w X N I r� `s, r3 (N F.J. ® 16' O.G. 2'x4 3 z m I O I 3 BEARING IIIJJJ 2"xb' POST w, c i O NEW (3) I= , I J , 8, N P05T 5M/GO TO HDR NEW 3.5"0 5TL. z s �'0 v 2"xb" ry CATHEDRAL SPACE tp N GALLERY HALL 3 1 SM/GO 8� s' WALL;CARRY Al� P05T Iv (� q_5 �J W.I.G. �" vUP TO R.R. TO HDR COL. TO HDR Q tU Q N IU yd NEW (2) 1."15"xW' G.P. 2.OE LVL FLUSH HDR ¢ Q Z 2'xb" WALL 1 3 To HDR w 101-b" ALIGN WALLS 0f) � -2-4'�4-O NEW (2) - -7'-6 - O O `t 2"x8" HDR I 3 - '-6" NEW SIMPSON in - X8 SL ti+ U IU51.51/14 HANGER = 2'-0" ' cV 10'-6" �`A ` /� 0' 1 3 Z L2 x8Q _ X I I I ® " 14 Q• �� 1 MASTER 2 N N M (15) Tr ± 10" DN rn Z w I 6 w ® _. BATHROOM 0 u. 4 O$ I KITCHEN _ l4 z } ,h � �' W.I.G. p I 1 x8Q xx x FOYER CL5T N z s,, 0' t2VERHANG p p 0 BUTLER I di E ?. q v ABOVE 1 3 - li w PANTRY "' ILL] 9,, (� q �� •y ,D� - MUD ROOM TORAG p 6 `rim O I ISL. ' BATHROOM 4 x Q EW 14" TJ1 36 1 I m 6's,, ry \ } \O W 13 r w F.J. ® Ib O.G. I NEW -O x p ¢ Q i 1 NEW (2) 2:x8 O" N ri N i 1 3 2 L----,-- -- - O HEADERS ABOVE I r, 0 NEW (2) O - PO5T q'-O' I CANT. 2"x8" HDR NEW (2J 2�x8_HDR 8'-O - HDR Q �I ST rn 2 b' �l� �� w cV TO L WIN 14'-O.. F 14'-O DO _ �,ti� icy+ i UP C \ G + i : D I r \� ro �` I WS I /� O NEW (3) I 1 _ +8 � / 4 sL ��® Pso �� NEW (2) LI E OF FLOOR ABOVE rn O 2"xb" POST 1 I O1 i'o \ ti�J .� �" x� Top G A 2"x8" HDR ° ------ O 6 TO HDR --- --- IS-O' O O r-- --- d , �J '� \0 4'-0" 6._ 4'_0.. � � �rR vJ b 'ED AR __ a4_ _ s, " TYPE X FIRE 'Y 3 2 A (IS) R ® 7. 5" AT BATHROOM �t RATED GYPSUM r C l (!7) Tr ® ! U n1 A-700 r UPI BOARD �� O A-700 2 X8Q d NEW (3) 2 3 3 < "x8" HDR NEW (3) 2"x8" HDR i •°..:. - i NEW (3) 2"x6' o„ Rr B B POST TO HDR ABOVE 2ND FLSWI DOW T TO GE RYr, r -8" 4'-8" 4'-l0" 4'-O" q'-b" q'-b" i ? COVERED ? ms`s,, I 3 GARAGE y 374 y0 v V NEW (2) ENTRY V �j NEW (2) PROVIDE TYPE X F •�, O 2"x8" HDR 2"x8" HDR 15 O 14'- " x° x= 4'-O" W. O" 3 r� GYPSUM BOARD ® ®{s cr cv oWALLS AND GE L I NG W ® W O o W(2) 2"xlo" am. _ _ z NEW(2) 2"x1o" BM. _ ��3\ PROJECT: �, o � � H Q 4"x4" P.T. POST WRAPPED H E I DT IVI A N PROVIDE 511 P5 � ~ �.P Oy �'' � BASE CONNECTOR m AND GIRDER �3' 6, RESIDENCE �Y + CONNECTOR (TYP) 22'-O" I 3 / `O,, �ry� p s A �- l\ � �9SL�FT NOVl� � � + 120 CAIOLA CT 4 cj�� c o r+ \o,, �3J ,�/ �� 'o ti GREENPORT, NY 11944 �Arc v,�`t DRAWING TITLE: J d °r + ��o FIRST FLOOR PLAN \r� 3 <o cGy O� @� d _.s •��'. �� 3L A yyS� o i o,, �► c�` .�� .c • �ors To 'q IJ l II r G QG@ < G ��JJS Lr N� JUL - 6 <fio �� 4 <L �G�+S q� - � ¢~ T. PAGE: S v �j, I t'� ��,<•,T a � d` S Si o of S I t --�;. 7,1",, 0 A-500 FIR57 FLOOR FLAN SCALE: 1/4" = 1'-0" DATE: 04/18/20 6 OF 12 ALL NEN DO S 4 DOORS 5HALL BE ANIMRSEN 400 SERIES CASEMENT; ST S PER U, SPEC.s. FLOOR PLAN NOTES SEE PAGE "A-201" FOR NAILING 8 STRAPPING DETAILS. STAIR 8 RAILING NOTE: TYPICAL MECHANICAL ROOM NOTES: NEW LAUNDRY ROOM: WIND A DOOR NOTE: OW CH RT , _ 14 �I �� to I `4 I 4 I. ALL NEW STAIRS SHALL HAVE MAX. "i 3/4 RI O i. INSTALL NEW INTERIOR DOORS WHEN GALLED O O O I. NEW WASH /DRY HOOK UP d MIN. 10" Tr - RISERS SHALL BE CLOSED I. WHEN NEW, INSTALL FURNACE/BOILER AS PER 2.COORDINATE LAUND. ROOM d DOOR - " OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). EGRESS 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 2• 36" HIGH GUARDRAIL d SPINDLE 5PAGIN6 MANU. 5PEG.'s AND AS PER NYS MECH. AND DIM.'s w/51ZE OF EQUIP. ROUGH of WINDOW DIMENSION CLEAR OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NOT TO ALLOW PASSAGE OF A 4" (p SPHERE; FUEL GAS CODE 3. PROVIDE HOOK UPS A5 REQ'S PER WINDOW _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 36 HIGH HANDRAIL d SPINDLE SPACING NOT 2. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED MANU. TYPE QUANTITY MODEL # _ OPENING 3.DOOR TYPE TO SELECT TO ALLOW PASSAGE OF A 4" (P SPHERE THAT IT CONFORMS TO NY5 MECH. AND FUEL GALL-OUT WIDTH REO'D: 20" SM W BATTERY BACK-UP 4.INSTALL AS PER MANU 5PEG.'s 3. ORIPPABLE RAIL AS PER GORE GAS GORE DRYER EXHAUST NOTE: _ - HEIGHT REQ'D:24" I. DUCT SHALL TERMINATE TO EXTERIOR �:K DTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. EXISTING TO REMAIN 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - _ O CARBON MONOXIDE SMOKE DETECTOR / GO DETECTOR NOTES: PROVIDE FRESH AIR INTAKE FROM EXTERIOR 2.DUCT SHALL TERMINATE MIN. 3'-O' FROM ANY ---- -- _ OPENINGS STL. WHNEN �DAPPL �ABLE) CO DETECTOR 2 17NI ALL NEW WINDOWS +€ DOORS SHALL BE NVOk4 NOTE: O I. CONTRACTOR SHALL PROVIDE CODE 4. MAINTAIN OR PROVIDE FURNACE/BOILER 3. DUCT SIZE AS PER MANU. A :J DOUBLE HUNG 4 TW2036 ANDERSEN 400 SERIES CASEMENT, COMPLIANT SMOKE /CARBON MONOXIDE ELECTRICAL EMERGENCY SHUT OFF SWITCH 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT - - - -- 0 HARD WIRED SMOKE AND GARB COMBINATION DETECTOR HARD WIRED TO EACH 5. FOR GAS SERVICE, PROVIDE GAS SHUT OFF DAMPER B DOUBLE HUNG 12 TW24410 NEW PARTIAL HEIGHT 5M/GO DOUBLEHUNO, OR GLIDING (AS NOTED); INSTALL MONOXIDE DETECTOR COMBO OTHER w/BATTERY BACKUP. SWITCH 5. TRANSITION DUCTS SHALL NOT BE CONGEALED AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, -. WOOD FRAME (L.O. 57L. W BATTERY BACK-UP 2.INSTALL ALL AS PER MANU. 5PEC.'s 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER WITHIN CONSTRUCTION. FLEXIBLE TRANSITION -- - WHEN APPLICABLE) SEE NOTE #q IN "GLASS WINDOWS AND DOORS" 4. SMOKE DETECTOR AND CARBON MONOXIDE CLEARANCES AS PER CODE DUCTS USED TO CONNECT THE DRYER TO THE G DOUBLE HUNG �3 TW20410 `u^ 4. ON PAGE A-100 DETECTOR IN COMPLIANCE WITH LOCAL CODE 7• PROVIDE 3" FLOOR DRAIN +€ CONNECT TO EXHAUST DUCT SYSTEM SHALL BE LIMITED TO ----__-_-- 111 NEW FOUNDATION WALL 50 G.F.M. EXHAUST 2 SHALL AVE 5.IF CASEMENT 1TRAIOHT ARM H N E WHEI�WS EXISTING SANITARY SYSTEM AS PER NY5 SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND D DOUBLE HUNG I TW28410 r FAN w/ DAMPERG 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE EXHAUST FAN NOTE PLUMBING CODE SHALL BE LISTED AND LABELED IN TILT WASH O6 NEW EXHAUST FAN SHALL BE INSTALLED WHERE ACCORDANCE WITH UL 2155A. --- -- 50 G.F.M. EXHAUST VENTILATION 15 NOT MET BY MEANS OF NATURAL NEW ATTIC ACCESS - PULL DOWN STAIR: 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID E =IF DOUBLE HUNG 3 TW3062 •„ ' „ 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. OL. 12 I. MIN. 350 # CAPACITY ® MIN. (2) 2x4 STRUCTURAL FL FAN 8 LIGHT COMBP CIRCULATION THROUGH WINDOWS OR DOORS TO METAL w/SMOOTH INTERIOR SURFACES WITH - _ ,____._: -y==== EGRESS NOTE: OUTDOOR SPACES AS PER NY5 MECH. CODE 2.SIZE TO FIT MECH. EQUIP. THROUGH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. POST FOR 4 WALLS w/ DAMPER F DOUBLE HUNG 3� TW30'12 (MIN. (2) 2"xb" STRUCTURAL IN COMPLIANCE WITH NEW YORK STATE BUILDING SECTION 403.3.2.3; INSTALL A5 PER MANU. SPECS OPENING (MIN. 22"x30") EXHAUST DUCTS SHALL NOT BE CONNECTED WIT GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 3.1 HR FIRE RATED SHEET-METAL 50REW5 POST FOR 6" WALLS), U.O.N. EGRESS SHALL BE FOLLOWED: NEW GAS METER: 4.DBL. FRAMING WHEN NEW OPENING 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM G PICTURE I =DHf-56510 � - - ' 5. INSTALL AS PER MANU. SPEC.s DRYER LOCATION TO THE WALL OR ROOF O7 / NET CLEAR OPENINO........... 5.7 S.F. INSTALL NEW OAS METER REGULATOR 6.CONSULT H.O. FOR PRE015E LOCATION TERMINATION. THE MAX. LENGTH OF THE DUCT-- VENT AS PER NY5 MECH. GORE, FUEL OAS NET CLEAR HEIGHT............... 24" MINIMUM OF ACCESS SHALL BE REDUCED 2.5 FEET FOR EACH 45 H DOUBLE HUNG I TW20210 CODE 6 UTILITY G0. STANDARDS. GAS , NET CLEAR WIDTH................. 20' MINIMUM BEND AND 5 FEET FOR EACH q0 BEND. THE METER SHALL BE POSITIONED ® GRADE NEW A/C CONDENSER: MAX. LENGTH OF THE EXHAUST DUCT DOES NOT WINDOW /DOOR FRAMING: ELECTRICAL METER: 13 I. SIZE CONDENSER BASED ON NYS MECH. INCLUDE THE TRAN51TION DUCT. O SEE PASE A-200 FOR FRAMING OO NEW ELECTRICAL METER; INSTALL AS GORE. ELEMENTS AROUND DOORS AND PER NYS MECH. CODE, d UTILITY CO. 2. PROVIDE PROPER TONNAE TO ALLOW FOR FIRE RATED DOOR: STANDARDS;UNDERGROUND SERVICE. COOLING OF ENTIRE CU. FT. 15 2¢X6 3/4 HR. SELF-CLOSING WINDOWS (TYP. FOR ALL) U.D.N. 3. INSTALL CONDENSER ON GONG. PAD STEEL DR. A/C ZONE I: 1. NEW AIR HANDLER $ DUCTWORK IN NATURAL LIGHT BASEMENT FLOOR FOR FIRST FLOOR W VENTILATION AIC, ZONE 2: t I. NEW AIR HANDLER 8 DUCTWORK ON FLOOR AREA 178 S.F. ATTIC FLOOR FOR SECOND FLOOR V O % REO. S.F. W p v PROV. H NATURAL LIGHT $ ' LIGHTING;MIN. 5% VENTILATION a OF FLOOR AREA 14.2 S.F. 27.5 S.F. V J S.F. ENTILATION;MIN. FLOOR AREA 177 S. 4% OF FLOOR 7.1 S.F. 13.8 S.F. Q % REQ. 5.F. AREA PROV. :...:.......... LIGHTING;MIN. 8% OF FLOOR AREA 14.2 S.F. 40.0 S.F. 44'-3" Pr VENTILATION;MIN. 14_ 22'-O" 7'-6" °=� 4% OF FLOOR 7.1 S.F. 20.0 S.F. NATURAL LIGHT AREA A-700 2 3 VENTILATION A-700 FLOOR AREA 184 S.F. T-7" S.F. ' NEW O 2 D ' B.. REQ PROV NE '�^x=DR 'El" ! OF FLOOR AREA rMIN14.'7 5.F. 40.0 5.F. I 14'-5" VENTILATION;M N. 2 I NEN NEW 2"x10" C.IJ• NEW (2) 4% OF FLOOR 7.4 5.F. 20.0 S.F. I I HOLDOWN ® I6" O.G. I t4" 'a',OOM2"x8" HDR AREA 'A' ® 2NDm I I FLOOR' d) LEVELNEW (2) 1 - - - - - (TYP)2."x8" HDRBEDROOM tV BEDROOM 2_0 NEW 2"x1O" G.T. B F ® 16" O.G. I m 1 3 2 - v p p NEW 55"0 - 00 STL COL. I `'GLST. p �D tV d) TO RIDGE d a T - ' NEW(3) I V t� B ® ► ® N 2'x4" WW N Z POSTS TO 5 RID iE 3 1 NEW (2)7 7,77 - - NEW (2) 2"x8" HDR ATHROO XS 5M/CO s BATHROOM 3 1 I p PROVIDE EPDM O � - }} 6 J�-2'-6" ' FLAT ROOF MEMBRANE ABOVE - 6 p ® 5 _ 0 :2'-0", BEDROOM p p " SHEATHING in • 5 X = I m :ROOF LINE BELOW 5M/GO _ 10 ROOF LINE BELOW m �� 3 ® _ 10'-7" N Q f - - • z O B 5M/CO w� 13 NEW (3) 2"x6" `t a 3 J w I I ROOF LINE BELOW P05T TO RIDGE 3, ,0 H 13 g I L T. z B ABOVE '0 >, �; �� w '4p SM/GO I P N 7X6" 7._0.. �' ��J r P PROVIDE EPDM O N Q DN - '� I �� FLAT ROOF U STORAGE ' O ,�_�._.. o,, I I xx m MEMBRANE ABOVE - RO F m CLO. SHEATHING LIN 14'-5.. 6' - S'_0" 3X8 o' tii 8EL W NEW (2) 2"x8" HDR I I'-8" 3 1 NE (4. 2) 2"x8" HDR QOY� DECK 0 M 2 3 B , NEW 2"x10" G.T. 3._0.. 4._6.. ��J� ��` > _ ® 16" O.G. \+�o � �h W 7-4 ROOF INE 7_5 I LAUNDRY OVER No B BEL W OPEN To I ROOM p BELow BELOW i 6 AR'C.',y 4A-700 A-700 NEW HOLDOWN 'A' 3 2 3 2 3 2 \0 C� (p ® 2ND FLOOR pf►� 14'-0" 6._8.. \0 � ,y^•�0 'O, -'.. ¢ LEVEL (TYP) ., NEW(2) 2'x8" HD NEW (3) 2"x8" HD NEW (2) 2"x8" N NEPq 2NDIOFDONN OOR A' T�0 -4Q F E OVERHANG ROOF LEVEL (TYPJ BONUS BELOW ROOM 22'-0" 7'-6" �0 PROJECT: i H EI DTIVIAN RESIDENCE +v • 120 CAIOLA CT GREENPORT NY 11944 �ry DRAWING TITLE: SECOND FLOOR PLAN 1 PAGE: "A' 5 0 SEC,CN 7 FLOOR PLAN SCALE: 1/4" = 1'-0" DATE: 04/18/20 7 OF 12 po ov Q W Q NEW 4"x5" ALUM. H DOWNSPOUT (TYP) (� W A-100 POST TO F— U B RIDGE A-700 (� J a Ell - - — — — — — — _..... NEW 2"x10" R.R. .. 3'-10"— 7'-O" NEW 2"x10" R.R. ® I6" O.G. a ® 16, O.G. b.. Y V NEW (3) 2"x10" R.R. P05T TO ;', 1 O O I — — RIDGE NEW 4"x3" ALUM. b x I DOWNSPOUT (TYPJ / \ o tea.. (i w n' -� B Z J �J �i= (V �� / \ •+.tea. Di NEW (2) 2"xl0" HDR Lu +9 (V Or' I NEW 2"x10" R.R. NEW 2"x10" R.R. ® 16" O.G. ® 16" O.G. / \ w Lu in) fY I� x 10 0� N (V — (x �j x z ® <� STEEL z NEW (5) 2"x10" R.R. I P05T TO POST RIDGE , TO I E E / w 3 RIDGE NEW (2) 1.75"x9.5" G.P. 2.OE LVL R.R. F- — — — — — — — — z w POST TO lz z _ — — — — — — RIDGE I NEW 2"x10" R.R. NEW 2"x10" R.R. NEW (2) 1.'75"x11.25" G.P. NEW (2) 1.'15"x11.25" S.P. ® 1611 O.G. �� U• PROVIDE EPOM 2.0E VL R05E 2.OE LVL RIDGE w / FLAT ROOF PROVIDE METAL I Jp�v �j I Q I // ®� ° MEMBRANE ABOVE \\ STEP FLASHING P05T TO RIDGE O 0 I � I 5HEATHIN5 \ AROUND CHIMNEY 10 ry+� cV= > I Ell / \ IY I tr 1 d 75 Ooo BTU I �'�� 3:10 I _ E / \ IY 0 0 FURNACE TO J !�`� z <�� \ — — — — — — — — — — — -- — — — — — J cV J BE No LE55 THAN POST TO I O in 3 ® O v 92% EFFICIENT I O R ^il z I cv NEW 1.75"x11.25" G.P. 2.OE LVL RIDGE - �y� / \ t> v43 \ p NL Ln NEW 2"xb" R.R. I 6 � NEW (2) 2"x HDR z a X v NEW (2) 2"x10" HDR m �'� P05T TO RIDGE z \ / W ® 1 1 (qe 12 r �r� O O d d P05T TO RIDGE z r o 1 O IY IO z NEW 2"x12" RIDGE NEW 2"x12" RIDGE (V w 0 L z O NEW 2"x10" R.R. NEW 2"x10" R.R. z z ry ® I6" O.G. z 94 x ® 16" O.G. ,/ fi� 0 , P05T TO ¢ / N ® NEW z 2"x10" R.R. z ® Iz / ��%,, P \ RIDSE w z ® Ib" O.G.x 7._0:: 0 / moo,, \ c^V NEW (2) 1.75"x9.5" G.P. 2.OE LVL R.R. ® / P / Z z P05T TO OE Ell_ m \ / NEW LAYOVER VPL \ v : I 8 I NEW 2 xIO" R.R. NEW 2"x10 R.R. I \ / Gam♦ \ / foil NEW 2"x10 R.R. NEW 2 xl0 R.R. / w ® 16, O.G. ® 16" O.G. I I ® 16" O.G. ® 16" O.G. I \ \ P05T TO Q A-100I A-700 / v v 0- D AP KI 0 POST TO NEW 4"x3" ALUM. \\ RIDGE 13.011 DOWNSPOUT (TYP.) +i / ♦ 0 / PROJECT: HEIDTMAN \ / RESIDENCE elo 120 CAIOLA CT GREENPORT, NY 11944 DRAWING TITLE: ROOF FRAMING PLAN DETAILS PAGE: ROOF FIRAM I NO PLAN HIM SCALE: 1/4 - 1'-0l' DATE: 04/18/20 8 OF 12 RIDGE AS PER PLAN PROVIDE POST TO __ ROOF RIDGE 64 O.G. PROVIDE POST TO SECTION NOTES RIDGE 64 O.G. p I ONEW ROOFING NOTE (TYP.): p I I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ? 4S ASPHALT ROOFING 5HIN5LE5 BY 'GAF' OR EQUAL;MIN. 4S GRADE 240#, 50 YR WARRANTY OVER As O� 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO �P 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS A� ATTI G �'I OVER ATTI G 9tis 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 2 ATTIC 5. GAP SHINGLE OVER RIDGE # HIPS (AS REOV) 2 G.T. A5 PER PLANS —� 6.PROVIDE RIDGE VENT (AS REQ'D) 64 7. FLASH ALL VALLEYS G.J. AS PER PLANS S.INSTALL DRIP EDGE AS REO'D EF q. INSTALL ALL AS PER MANU. SPEC.'5 O TYPICAL ROOF 4 CEILING CONSTRUCTION: • NEW ROOFING AS NOTED LAUNDRY • 1/2" GDX PLYHD SHEATHING (BLOCKING ® ALL i _ ROOM PLYV0 SEAMS) BATHROOM 3ED ROOM • R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS is OVER & INSTALL "X" BRIDGING ® CENTER OF 1 = SPAN, U.O.N.) _ LL— I MIN. OF R-41 SPRAY FOAM INSULATION ; to o 0 in TYPICAL EXTERIOR NALL CONSTRUCTION (TYP.): I O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) SECOND FLOOR • UPON 1/2" GDX PLYHD. SHEATHING (BLOCKING -- - -- ALL PLYD SEAMS) W W F.J. A5 PER PLANS • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE • MIN. R-21 CAVITY INSULATION F.J. AS PER PLANS • 5/8" 0UM BD. WALL FINISH - V W ONEW SIDING NOTE (TYP): o I. INSTALL NEW 51DINO (TO SELECT) _ Uj 2."TYVEK" HOUSE WRAP (OR EQUAL) U J ❑' ❑ 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR I PROPER INSTALLATION ED - 3 - 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 0 LIVING ROOM Q 4 LIVING BATHROOM � I ROOM O TYPICAL P. GONG. FTG. 4 NALL CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE -- SHIELD # SILL SEAL 1 - " ANCHOR BOLTS AS PER PAGE A-200 • P. GONG. FOUND. WALL AS PER DETAIL UPON A-q00 5 P. GONG. FOOTING AS PER DETAIL UPON PAGE A-q00 I 5 FIRST FLOOR • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR -- ---- • B.O. FTG. 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB(WHEN F.J. AS PER PLANS it APPLICABLE) F.J. A5 PER PLANS GRADE AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / — ---- -- STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL SLAB (WHEN APPLICABLE) N O NEW R-50 BATT. IN5UL. IN FLOOR SYSTEM(MIN.R-50 o BASEMENT - A5 PER TABLE 402.1.2) 0 5 - BASEMENT 14 SE07ION A/,A--700 SCALE: 1/4" = 1'-0" SECTION B/B--100 SCALE: 1/4" = I'-O" PROVIDE POST TO RIDGE 64 O.G. I F I REBL0C-.,< I N0 FOR PL=ATFORM V400 D FRAM I NO m (FOR ENOINEERED LUMBER Do. WOOD I—JOISTS] SEE MANU. SPEC.'S FOR ADDI710NAL INFO.) ATTIG p5 P�� 2 �S p�R pL�MS 1.ASO RPLST FORM. FRAME CONSTRUCTION: THE 50LE SERVES Z G.J. AS PER PLANS w 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T SERVES AS FIRE51-OPPING. O U 3. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE PLATE SERVE AS FIRE5TOPPING. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE BEDROOM BA HROOM W.I.G TORAGE - JOIST SERVES AS FIRE5TOPPIN5. a 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOGKIN6 OR OF NONCOM-BUSTIBLE FILL. �0 w 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS SERVE A5 FIRE5TOPPIN6. -T. FOR PLATIOFTTI FRAME CONSTRUCTION: THE SOLE AND er 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST5 R r . ,. 4 SERVE AS FIRESTOPPING. ,GO tij>`:4 F.J. 5 P R PL N5 '� 8. THE HEADER SERVES AS FIRE-STOPPING. Ct! �� r L r tig "I .a q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL ` BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO r. � STRINGER TO SERVE AS FIRESTOPPING. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ' FRAMING SHALT_BE FIRE5TOPPED AT THE BOTTOM WITH 0 3 2 ""^c?;<; .TFLY i-IN-CH DEPTH OF NONCOMBUSTIBLE MATERIAL `` HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH ��y / I FIRE57OPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF COVERED DEN BATHROOM 4 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING AND CHIMNEY.THE SPACE ABOVE THE FIRE-STOPPING SHALL BE SCREEN ROOM O LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED PROJECT: TE 7 AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON -LOCATIONS REQUIRUNG FIRE5TOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, HILL SERVE H EI DTNIAN AS FIRESTOPPING. i f(1 FIRE- _ WOOD FIRE5TOPPIN6 FIRE5TOPPIN6 5 5TOPPIN6 FIRE STOPPING FIRE- FIRE- SOLE RESIDENCE STOPPING STOPPING F.J. AS ER ANS l GIRDER AS PER PLAN n;.''_ FIRE5TOPPIN6TICAL W4EN N, COVERING 15 APPLIED 120 CA10 LA CT TO UNDERSIDE OF LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 JOISIM GREENPORT, NY 11944 I I N 5 SOLE FIRESTOPPIN6TIBLE OF GIRDER ALTERNATE LOCATION DRAWING TITLE: = BASEMENTWOOD FIRESTOPP� FIRESTOPPIN6 SECTIONS 5 LOCATION 5 LOCATION 6 I I � DESIGN DETAILS 2SPACE NOT ' 4� TO BE FIL \ LED NONC.OMBUSTI LE I di oI B F RESTOPPIN6 I FIRE5TOPPIN6 APPROX.I INCH THICK \ I " LOCATION -7 PAGE: FIRE-STOPPING LOCATION cl \ OC ATION L 8 He AV L — — —' 701 LOCATION 107 %ju AWN SECTION G/G- 100 SCALE: 1/4" = 1'-0" DATE: 04/18/20 9 OF 12 SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' / ---------_-- \ I ASPHALT ROOFING SHINGLES BY 'GAF' OR EQUAL;MIN. GRADE 240#, 50 YR WARRANTY OVER R.R. AS PER PLAN - - - 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO RIDGE PER PLAN 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS I I I I I I I I I i t I I I I I OVER 5. I II II II I II II II II II II II 3.INSTALL 15 # BUILDIN5 FELT (U.O.N.) OVER PAN I II II II 11 II II II II II II II II II II 5 II II II II II 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REQ'D) t I II II II II II II II II II II II 6.PROVIDE RIDGE VENT (A5 REOV) I I I I I I 2 I I I I I I I I I I I i t 7. FLASH ALL VALLEYS I II II II II II II II II II II I II II II II II II I II II II II II II II II II II II II II II 95.INSTALL DRIP EDGE AS REQ'D II II II II II n II II II II II II II II II II a. INSTALL ALL AS PER MANU. 5PEG.'s I II II II If II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II r EPDM FLAT ROOF II II II II n II II II n II II II II II II ii ii ii ii ii O TYPICAL ROOF 4 CEILING CONSTRUCTION: _ O MEMBRANE OVER II II I II II • NEW ROOFING AS NOTED p PLYWOOD 5HEATHING II n II n II 1/2" GDX PLYWD 5HEATHIN5 (BLOCKING ® ALL dJ I i I i t I I i t PLYWD SEAMS) R.R. AS P --- I I I I I I • R.R., G.J., 6 G.T. AS NOTED ON PLANS (® SPANS - ER PLANS --------------------TOP OF SECOND F.F. SOFFIT I I II I I I I I BONUS - --- -------- I I I I I I I I OVER 8 INSTALL "X" BRIDGING ® CENTER OF BONUS O ' G.J. AS PER PLANS SPAN, U.O.N.) ROOM m ROOM ' - HDR. AS PER PLAN MIN. OF R-4q SPRAY FOAM INSULATION m 2 m OTYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): F.J. AS PER PLANS • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® W ALL PLYWD 5EAM5) Er • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • MIN. R-21 CAVITY INSULATION = 3 W.I.G. MASTER 5/8" GYPSUM BD. WALL FINISH Oi V KITCHEN DINING 0 BEDROOM LLJ O_ O NEW SIDING NOTE (TYP): I. INSTALL NEW SIDING (TO SELECT) GARAGE `} CO-) J GARAGE - 2."TYVEK" HOUSE WRAP (OR EQUAL) OI 3.INSTALL ALL AS PER MANU. 5PEG.'5 3 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ' 5. SIDING SHALL EXTEND TO TOP OF 5FOUNDATION WALL 4 5 TYPICAL P. GONG. FTG. $ WALL CONSTRUCTION: F.J. AS PER PLANS A PE PL AS O - - 2 2x6 P.T. SILL PLATES w/COPPER TERMITE • . GIRDER A5 PER PLA - - - • SHIELD 8 SILL SEAL 4 " ANCHOR BOLTS AS PER PAGE A-200 CRAWL I - • P. GONG. FOUND. WALL AS PER DETAIL UPON A-ciao SPACE I I • P. GONG. FOOTING AS PER DETAIL UPON PAGE A- 100 _ _ O ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 1 • B.O. FTG. 3'-0" BELOW GRADE MIN. ry I m 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ' 70 z APPLICABLE) R BASEMENTI I AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / BASEMENT O•. O 5 1 BASEMENT_ - - - ' STOOPS (WHEN APPLICABLE) LO MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET I FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) '701 O NEW R-30 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-50 AS PER TABLE 402.1.2) Lj I II �O 3 �O1 SECTION E/E-101 SECTION F/F-101 SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" SE�71 ON �/»- 701 SCALE: 1/4" = I'-O" LAP lo (TYP) I I II I ------------- I I it I I PROVIDE STRAPPING $ NAILING AS I I j II Z PER CONNECTION 'D' IN "TYPICAL ————__— __— __— __�I—— uj NAILING/STRAPPING REQUIREMENTS 7t HINDUPLIFT, ESISTANCE" ON PA5E�A-200 I I j II v NEW F.J. AS PER ® EA. STUD # 6 BENT REBAR TOP 4 BOT. PLAN TO TIE IN EA. REBAR ® EA. CL NEN 2X& (2) 2"xb" P.T. SILL PLATES FOOTING SECTION - FASTEN O I I I SILL PLATE Q ON SILL SEAL UPON w/ WIRE TIES I I I COPPER TERMITE SHIELD PI j I I NEW RIN CATION BETWEEN CAVITIES I I I I NEW RIM JOIST > (P HOOKED ANCHOR BOLTS 0 I I I Luu °II» 39" O.G. w/ 3" SQUARE WASHER 8 I NEW (2) 2"xb" P.T. SILL PLATES ENDNUT; ALSO SEE ANCHOR BOLT I FLOOR SYSTEM PON SILL SEAL UPON a II GI a SECTION ON PAGE A-200 I I I NEW 5TL. GAP PL AS NOTED COPPER TERMITE SHIELD (1) #5 REBAR °I I I I WELDED TO COL.;SEE II a # 5 REBAR GAP PL. DETAILS NEW BEAM L NEW F.J. AS ANCHOR BOLTS E D O.G. ��I�Ape, ® 48 O.G. ° 11° CONTINUOUS I NOTED ON PLAN NEW 5/8 HOOKED a y " J „ PER PLAN = z Y• .. v# 5" 5QUARE WASHER d �yy� NEW 5-1/2" O.D. 5GH. 40 HOT 10 THK. MIN. P. GONG. -� �. � "'I �• ` � � " GRADE GRADE BM. (3,500 PSI) CORNER GO GTO DIP GALV. STC. COL. (ASTM Q PITCH GRADE A123) AS PER FOUND. PLAN I . • A.••.a•":-."rt , ry BY SIMS STEEL (OR EQUAL) 1 II #5 VERTICAL SII a°i REBAR 60 O.G. ••II " a-.. II # b BENT REBAR TOP d BOT. � NOTE: TO TIE IN EA. REBAR ® EA. BASE PLATE A WELDED NEW 4 POURED GONG. II TO COL.;SEE BASE FL.--,, SLAB (2) #5 HOR. CONT. i, a II, I. REFER TO PAGE A-200 FOOTING SECTION - FASTEN w/ DIETAILS FOR BOLTING REBAR TOP AND 11 A� BOTTOM OF WALL I - Q� NE II a FOR NAILING AND WIRE TIES 2'-O" LAP II° 5TRAPPIN5 OF ALL (NP.) NEW 3" POURED GONG. 6X6-10X10 W.W.M. JI COMPONENTS SLABm_ PROJECT: BETWEEN CENTER 8 a II � • °� • •°• "`�_ J! UPPER � OF SLAB ,� r� � �' _ _ 11• ." SECURED IN PLACE II jI (1) 5 BENT :"! I { DURING POUR II 1 REBAR ® 4"GRAVEL BASE I a II jj Ib" O.G. O z -I (i-------------- i m ° I 6 ML POLY 1 - r�_ J -- OI IrlA � ------- - HEIDT ------- -- - RETARDER- REBAR } -- -- -- - RESIDENCE ' 30 XIS DEEP P. GONG. - 1I f I I•------•2 b„ MOISTURE RETARDER 1 ° s-.�-+_.$.;_+► 4" POURED GONG. JJ11 11 #5 REBAR I li II PAD FOOTING I I _F 1 I ( { 4" GRAVEL BASE SLAB I & . CONTINUOUS I I I - -( I ( -(b MIL POLY _____ __ __ _ _ ��_ _ 1��_ _ PROV. GLEAN - ------- ----- COMPACTED FILL I -_ _ IN. MOISTUF °< It°11 � -IL IL —II— _COMPACT FILL"" """" 120 CAIOLA CT RETARDER I I I I i I i I I I P I ti° ° 4" GRAVEL BA5E • ° •jl II II l UPON GLEAN R<- GREENPORT, NY 11944 I I II COMPACT FILL �p I I I l L= STEEL COLUMN l�ETA I L NEN GRANLSi�AGE DETAIL • • �� I; I; I REBAR ® TOP 8 DRAWING TITLE: F I I I OT. AS PER • °• _ FOUND. DETAIL �-701 „ _ , „ A--101 n = , „ (3) #5 REBAR I I SCALE: 3/4 I -O SCALE: 3/4 I -O SECTIONS 3" MIN DESIGN DETAILS I I I - I I I 8" FOUNDATION NALL r�)ETA I L I ` I A-101 SCALE: 3/4" = I'-O" PAGE: 'T' CONNECTION ou FOOT I NO TIE IN DETAIL A-701 A-701 SCALE: 3/4" = P-O" DATE: 04/18/20 10 OF 12 M I SGELLANEOUS FRAM I NCC GRAPH I GS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REQ'D FOR FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) 00" (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) BLOr,<INC UNDER LOAD BEARINO WALL NON-LOAD BEARING WALL OFFSET FROM SUPPORT O / \ \ IF STUDS STUD - - - - - - — T— — J- - — O 5U5FLOOR a. LO \ 1 O SUBFLOOR 50LE PLATE 00 =.001! 4-. 3/8" THK. PL. — — — — - — — — — — — NOTE: I SOLE PLATE (TYP.) 411 3/8" THK' H.D. I. ALL HORZ. SURFACES SHALL BE 411 GALV. PL. PITCHED ® 1:48 AWAY FROM BUILDING REBAR BENT GRADE 1.25 TO SLAB A • `_ \ \ \ _ 2. FOR SLA55 ABUTTING FRAMING, O O 1 I INSTALL COPPER FLA5HIN5 FROM 12" 5HOWN 5-1/2" O.D. 5CH. 40 HOT GAP PLATE A ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC \ \\ \\ \\ • // // /�//\//\ V MAXIMUM OFFSET 5TL. COL. (ASTM A123) .°° • a \ \ \ \ > JOIST AS PER PLAN WELDED FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE r,' O O Tp PL, LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER # ,,r�r / s % \\/ JOIST DEPTH, d (1) 4 REBAR c� r r i� // // // // MATCHED 51ZE OF BLOCKING UNDER FIRESTOPPING AND 10"X I O"X3/8" THK. GVR ® ENDS C��/� r //��\��/\ \�/\�/\ \� BLOCKING STUD \ \ \ \ \ \ NON-LOADBEARIN6 PARTITIONS ® 52" O.C. 5TL. BASE PL. 00 4" DRAIN \ \\%\\%\\%\\%\\�\\�\\�\\� DOUBLE PLATE (4) 3/8 H.D.G. LAG CONNECTED T ,. r % %/\%\%/\\ GE I L I NO BRAG I NG O (4) 1/2 HOOKED ANCHOR DRY WELL ° rr O BOLTS (PREDRILLED) \� \\ \ \ \ \ \ \ \ BOLTS EMBEDDED INTO _ _ _ _ _ _ _ 3'-6" to •rr�i \ \//\// //\/�\//\//\//\/ CANTILEVERED FLOOR FOOTING MIN. 4" W/ OVERSIZED LANDING (q" MIN,) \ \ GOMPAGTED \ \ \ SABLE ENDWALL WASHER AND END NUT SETUP --� -�`— a �'r ,//\//\//\/ FILL / //\//\//\/ STUD O \\/\\/\\/\\�\' \ \ \ \\/\\/\\/\\ i 2x4' KEYWAY m Q ° rAr / \/\/\ \/\/\/\/ 2°x4" CONTINUOUS GABLE END r \ \/� /� i f — —\� — — _ — — — — — 1 r�. /\\//\\ 4�REBAR ® \\//\\//\\//\\//\\//\\//\\ 5UBFLOOR SOLE PLATE LATERAL BRACE® 6'o.G. TRUSS O a \/\/\IO O.G. (MIN. 5)\/\/\/\/\/\/\/ W 4" P. GONG. SLAB rr� // // // // // // // // // // // // // 2) IOd NAILS TRU55 OR W/bxb 10/10 WWM rr�� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ G.J. 1 I �- ,�— �'�� / / \/\/\/\/\/\/\/\/\/\/\ BASE PLATE A — — — — — / UPON GOMPAGTED a , / // // // // // // // // // f- 0 _ O FILL m ✓r it a �,\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (, /\/ / / NOTE: / / LLJ 10 8d ✓ / /\/\/\/\/ /\/\/\ NAILS — — — — — — — — — — \\ \\ /\\/\\/\\/\\/\\/\\ ALL P. GONG. \\//xxx (� ---��- -.------ J II // %i b / / / / / SHALL BE / / _ J 3/8" THK. PL. 411 3/8" THK. H.D. r a II /\\/\\\VP/e\\/\\/\\/\\/\\/\\/\ 4,000 PSI /\\/\\/\\ V �I 1.50" GALV. PL. //\/%\ * Sd COOLER NAILS® 10" O.G. Q , GAP PLATE 'B' #4 BENT REBAR a J015T BAND JOIST /c_ OMPAGTED 2"x4"BLOCK NAILED TO EA.BRACE FILL 10" O.G. (MIN. 3) BLOCKING w/(4) IOd NAILS FOR CONNECTION OF 5TL. COL. TO (3) I-3/4" WIDE GYPSUM BOARD 20 a.STRAP LVL LUMBER OR (3) 2 WIDE OR (4) 2"x WIDE sruD 9 ' DIMENSIONAL LUMBER OR 5.25" WIDE PSL DOUBLE PLATE " 5d COOLER NAILS a 10"O.G. (10) Sd NAIL JOIST SHALL BE LOCATED DIRECTLY �NOTE �D NOTE5 ALT.FOR USE OF DRYWALL SCREW5 ENDWALL STUDS r STEEL COLUMN BASE TO I•' i�L ATE DETAILS OVER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12" a FIELD FULLY BLOCKED `.r C O NG RE TE STAIR DETAIL DESIGNED TO CARRY THE LOAD SCREWS«b - tY4"TYPE W OR 5 A-7o2 SCALE: 3" = 1'-0" A--102 SCALE: 3/4" = 1'-0" INTERIOR STUD DETAIL O\/ERLA I D ROOF \ ATTACHMENT @ VALLEY STRAPPING w/ 4 Sd NAILS a9 EA.END m R.R. FULL WIDTH 2" 5LOGKIN5 O F- SECURE HANDRAIL TO WALL ON AT LEAST ONE 51DE OF STAIR IN Lu r-HEADER A5 ACCORDANCE w/MANU. SPEG.'s; 0 SPECIFIED ON S AND NOT PROJEGTIN6 MORE DRILL 2"(P INTO ROOF PITCHED METAL J HANGER THAN ,V2' INTO STAIRWAY; TOP PLATE DECK FOR 5TRAPPIN6 IN5TL. �BY 'SIMPSON' OR EQ SEE HANDRAIL GRIP SIZES ADJACENT INTERSECTION DETAIL XIST.OR NEW SECOND LEVEL NEW R.R.SET w/ R.R.BELOW 4 loci UPPER TOP PLATE LAPS TOE NAIL NOTED CONT.BLOGKIN6 TOPPLATE LOVER SPIKED TO R.R.'s IY2" MIN. SPACE BETWEEN \ 5/4 RISER WALL AND HANDRAIL ALIGN NEW 4 EX. 5TANDARD5 FOR GRIPPABLE HAND RAIL R.R. AS SHOWN ` s/a TREAD 50ALE: NTS PLAN VIEW 10" Idv - O CRO55 SECTION p NOTE: SIMILAR® 'SHED' MIN' r GLEARANIGE CIRCULAR NON-CIRCULAR ROOF,R.R. IN LINE I" ROUNDED N051 tL w/Ya° RADIUS 4"-ER SENERAL QUIRL. I r- GENERAL REQUIREMENTS FOR (NOT INCLUDED IN �2" �4"_2" PERI- TREAD / TREAD DIMENSION) z MIN. MAX. R.1- �='�` I"�'< r-r�: / INSTALLATION OF CLINCHED NAILS _ i NSTALLAT I ON OF TOE NAILS to �N Jtu —MAIN MEMSM (5) 2"x12" P.T. 5TRIN6ER5 ® N w/ R-21 INSULATION, IF UNDER5IDE m IS FACING STORAOE/NON-HABITAL SPACE $" w MLTJB DIAM.X 3 2 Y2' GYP. BD. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO 0 THE MEMBER, STRAIGHT THROUGH AND BENT OVER 1. TOE-NAILS SHALL BE DRIVEN as AN ANGLE OF A MIN. OF (5) NAIL DIAM.'s AT A QO" ANGLE APPROX. 30° w/THE MAIN MEMBER a STARTED APPROX.. )S THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE Q TREATED 2"x12" SILL o FOR CONTACT w GO G. 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN (IF APPLICABLE) MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL w FIRST LEVEL 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS 5HALL BE INSTALLED IN EA. 51DE OF A RAFTER OR CEILING J0115T WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS: IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. I N"TUR I OR MOOD STAIR DETAIL GHIM. CHASE SEGURINO @ STD. SIDE WALL r ,� � M. p''R yJAC� '-A SCALE: I/2" = I'-O" t K e NEW REINFORCED NEW #5 HOR. REBAR a TOP B NOTE: CONCRETE BOTTOM OF NEW FOUNDATION (SIM. ® CHASE WITHIN PLANE OF ROOF *E FOUNDATION WALL ALL (2 TOTAL) NEW (I) #4 VERT. w/ STUDS To ATTIC, FLOOR a BLWO TO REBAR 48 O.G. R/L SIDES w/STRAPPING TO R/L SIDES)Z_oo� (I) #4 BENT REBAR N TOP PLATE ® O J Ul GHIM. CHASE WALL Q p = '% ! o PROJECT: =T=`-== .- --_= GRADE w z n n• I, .�1 .. .a •11 ILr ` U 1 1 •11' •� ��Q T_ 'll° .. •11 s II• to Q a •r.. 11• - •< ., Ij. •'it Z Q ttl HEI®TM/--iN .II: `•.' I HR FIRE RATED HORIZONTAL SEPARATION z RESIDENCE �{� n c A EXP ROOFIL z c `ES'D G 1 V C E EXPOSURE FROM BOTH SIDES p = DESIGN REFERENCE: UL DESIGN NO. L504 ASSEMBLY - SYSTEM I m a J J x O FULL HT. ;;, • u r REO'D BLOCKING J O N BASEMENT .0 ° ii ' . ' II ' _ =_w_ WOOD FLOOR SYSTEM TO ALIGN w/STRAPPING 4 F tu R' 120 c,-1�__-_____�w__=t- �, q CAIOLA CT II ,,, ,,i• _-_= t�==� n`__=_-<_� a� EA. LEVEL ABOVE w N IY ,I . V I • n THE FIR5TFL. ®z d GREE 11 °Illi — FINISH FLOOR -w N PORT, NY 11944 .,^, .c PLYWOOD SUBFLOOR FLOOR/GLG. _j __- = _' --n�__-- - -- WOOD JOIST PER PLAN (p 16" O.G. I DRAWING TITLE: NEW I6"xV - I LAYERS 'TYPE X' 8" SYP. BD. DESIGN DETAILS ' ,Inp Ir ,uu DEEP SUB-GRADE CONCRETE STEPPED FOOTING Jill' Fh u'.. SIDE VIEW FLAN VIEW NEW #5 REBAR (3 TOTAL) 01 9° 10 MIN. PAGE: 3" MIN. or 2'-8" 7r 2'-8" FIRE RATING DETIAL Voll JOIST A-702 STEP F0071NO DETAIL A-702 SCALE: I" = I'-0" -702 SCALE: I/2" = 1'-0" DATE: 04/18/20 110E 12 12 12 _ 2 12 „M _ ----------- _ — I.L — — I_ _ - IN _ _ UD _ _ FRONT ELEYTION FRONT ELEVATION -OA ACBE 5r-,ALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" ._3 12 _ 12 " __..,,,.__ •.•..,,__..____._—_.., .�._.,.._,_ ...,..w.—...,.. � ,gym - _ — _._ s! i Li.l f' `1 H ,I Q 1 ._._..__,,,,. -- ......; ._. _ i i I I 1 ,«.«..,._._ _._..., vm.:P_irmasaes�'S3'z .. :r_.,...'..'n'�:"F.:ru�,� � -o_:,Y,.,,_^-.�«•,��'`- �_.._,w3 ��-�„_. {S ...�., 11{ � _...., _....-.___•_-,-_ ,._..,._.,,..,..»_.._.--...._._.._»..-....,._�.. ro,xmmavw,aroxaarrsa�w ..............._..- _ I I i , _ _ E t. E .E t F 7 ti I i I 1 {a5 PROJECT: -------------- H EI DTMAN RESIDENCE 120 CAIOLA CT GREENPORT, NY 11944 REAR ELEVATION -OARAOE REAR ELEA\/TION DRAWING TITLE: 5GALE: 1/4" = I'-O" SCALE: 1/4" = I'-o" ELEVATIONS PAGE: AJ' 00 DATE: 04/18/20 12 OF 12 r f W cc F— W F— U _ • J U J Ix -, _.._-._ � X12-=.._,.. ,.»___.._. .�. _..�,., _.,_ . I I LU t O LU I 1 .J /W LEFT ELEVATION RICHT ELEVATION SGALE: 1/4" = 1'-0" 50ALE: 1/4" = P-O" A /p SS ja. v �1 f .N E� PROJECT: H EI DTMAN RESIDENCE 120 CAI OLA CT GREENPORT, NY 11944 DRAWING TITLE: ELEVATIONS s , PAGE: A-801. DATE: 04/18/20 13 OF 12 4" FRESH AIR VENT I THROUGH ROOF I I 3 � tL IL I O O I I v I k I � Q I I I • I I FULL FULL FULL I LAUNDRY BATHROOM BATHROOM BATHROOM 2"J ---- FULL BATHROOM FULL BATHROOM FULL BATHROOM LAUNDRY __ --T– --1- I I I NOTE: I I I n, ALL PLUMBING WORK SHALL CONFORM TO 2"1 2„I 2"j 2„I 2"I 2„I I DRAIN O LOCAL PLUMBING GORE IL 1 I I I I I I I I I w/3" PROVIDE "ABESGO FF200 FR IL .� I Q4 I Q4 I Q4 I I I 9 12 � I 1 211 j I 211 I 1 I TRAP EXPANDING FOAM” (OR EQUAL) O j j I I 0 Lu 1 I I 1 1 I I AT ALL PENETRATIONS IN FIRE 1 1 v I I U I I U Q 1 LEGEND = } RATED WALLS AND u I N I I I 1 31 I� I I - 31 I 3 - I I I VI I_ vl IS VI I- v: IS vl I- v 1= °J �! v �.._.._.. U 1 I I I FLOORS/CEILINGS. PRODUCT S � = S 1 � S 1 � �" I � HOT WATER 15HOWER 2, 1 I SHOWER 2 1 15HOWER 2” I I 2" CONFORMS ro ASTM E 814, N I I� iv' 1= SHOWER m iv i I� N! 1= SHOWER m N I j� N1 1= SHOWER - n SUPPLY W 1 I I I WAsER ASTM E 84, AND UL 1419 I 1– �� I� 1 I– I� iv I I G.O. 2 3" 2 2.. I G.O. – - - - _.. _.._�.. ® .._..�._.._.._.I I – I�� 7KASHER I– I -----� GOLD WATER ~ U _.._.._. _.. _.._.._.. 5UPPLY = J --- -----------T ------ --- ------------ ----- --- ------------- ---------------�J MASTER 1 HALF ��— MASTER HALF BATH FULL 2" 2" LAUNDRY KITCHEN BUTLER'S FULL BATHROOM LAUNDRY HAL{ DATH E KITCHEN PROVIDE "ASE5C0 FF200 FR BATH p THROOM _ _ - PANTRY I 1 BATHROOM Q -�-------T- -T` 2 - ------ ALL PLUMBING WORK BATHROOM EXPANDING FOAM" (OR EQUAL) __ --- 7- i--- I I SHALL CONFORM TO 1 AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE RATED WALLS AND p 2,.1 i i 2"I I 2 I I 1 2"j IFLOOR12" 1 2" 12" O 1 FLOORS/CEILINGS. PRODUCT I 2 5" I ! Q4 1 CONFORMS TO ASTM E 814, a IL 1 I i I I 2 I 1 1 DRAIN 1 I 1 GLEAN OUT IL 1 1 2„ I i 1 2" I 1 12'1 � � 3 w/3" � I � AS REQ'D �r--� ASTM E 84, AND UL 14 79 Y,; 1 I I 1 I 1 TRAP 1 I 1 IY I I I I c>a 1 j I I I I�� I 1 I I I I IL I I I I p� V 1 I I V I I G.O. 11 TUB II1I I �K r2" K II I_- x:2.12 2. PROVIDE F.A.I. I v I2. 2.. I_ I S 15HOWER 2 = 15HOWER 2DW I�� SHOWER �-v WAS+ER 2 I _.._ v_ ------------ C.. – – G.O. ------------ ------ -----� --_--------- ---- --- ---_ ----------- -=(OV1I1I 1i1 S �v(VI111I 2 Ij1N�S- ---\�-cV - �D W .� L r_..0. I 4, HOUSE TRAP 1 4.. I I 4" HOUSE I MAIN DRAIN G.O. F• zILI jl w � I Q < DHW I TO SEPTIC 1 TO STREET SYSTEM ._.._.._.._.._.._.._.._.._.._..� ( WATER MAIN , FL_UMB I NC RISER - r�)RA I N / NASTE / VENT FL_UMB I NC R 15ER - SUFFL_`I' 5GALE: NTS SCALE: NITS F- z w VERIFY SIZE N1 MANU. 0 V k Q W NEW m o FURNACE 771]. w NOTE: ALL PLUMBING 8 \c FUEL AS P40RK LAUNDRY SHALlGCONFORM ILL VERIFY 51ZE TO LOCAL .!r✓ m:. a. �u PLUMBING GORE d ✓ ;,, H/ MANU. O FUEL GAS GORE N PIPING PENETRATIONS: tib N DRYER I. PROVIDE "ABE500 FP200 FR y 7405 - EXPANDING FOAM" (OR EQUAL) C)F NF-\N AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A57M E 814, A5TM E 84, AND UL 14.79 VERIFY 51ZE PROJECT: w/MANU. LIVING ROOM KITCHEN LAUNDRY HEIDTMAN RESIDENCE VERIFY 51ZE N w/ MANU. Q� F.P. RANGE m m DRYER " 120 CAIOLA CT REGULATOR G R E E N PO RT, NY 11944 VERIFY SIZE DRAWING TITLE: w/ MANU. GAS SUPPLY PLUMBING RISER DIAGRAMS z MAINN GAS RISER DIAGRAM M N Q m NEW z FURNACE PAGE: A-900 OAS RISER - SUFFL_`I' DATE: 04 SCALE: NTS /1820 14 OF 12