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Home My WebLink About42226-Z ��q�guGfa(�CoG� Town of Southold 4/9/2019 3 P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40301 Date: 4/9/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 700 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-12-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2017 pursuant to which Building Permit No. 42226 dated 12/11/2017 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: ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR DECKS, SIDE COVERED ENTRY, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Haack,Wolfgang&Brenda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0081 04-02-2019 ELECTRICAL CERTIFICATE NO. 42226 01-31-2019 PLUMBERS CERTIFICATION DATED 02-19-2019 j D vid H Roy Jr Auto ' e Signature go�nt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� 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#: 42226 Date: 12/11/2017 Permission is hereby granted to: Haack, Wolfgang & Brenda 104 Gregory Way Calverton, NY 11933 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees & SCHD approvals. At premises located at: 700 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-12-10 Pursuant to application dated 11/9/2017 and approved by the Building Inspector. To expire on 6/12/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,694.40 CO -NEW DWELLING $50.00 Total: $1,744.40 ilding Inspector 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. J 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. Qq (! ( —7 New Construction: Old or Pre-existing Building: (check one) Location of Property: o`� ��' AACZI U —OdL IN ft-TT/Tt t C k House No. nn Street Hamlet Owner or Owners of Property: `S7 Lo# \) - !Nv n Suffolk County Tax Map No 1000, Section 1 S. f) Block J2. OO Lot C) 00rr1Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec one) Fee Submitted: $ !9J Applicant Signature pF SO(/��®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road V Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 roper.rich ert(a-town.south old.ny.us couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Haack Address: 700 Deep Hole Dr City: Mattituck St: New York Zip: 11952 Building Permit* 42226 Section 115 Block: 12 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hayes Electrical License No: 4535ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 45 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 14 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks F2ODisconnect ] Switches 49 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4-combination smoke /co detectors, 7-paddle fans, 3-bath fans, 200a transfer swi- 12-ARC fault circuit breakers,6-combination GFCI/ARC fault circuit breakers Notes J Inspector Signature: - Date: January 31 2019 81-Cert Electrical Compliance Form As � o Town Hall Annex Telephone(631)765-1802 54375 Main Road T- ( 6 -9 P.O.Box 1179 Southold,NY 11971-0959 MAR 1 1 2019 BUELDING DEPARTMENT TOWN OF SOUTHOLD 'l;O�i�1 OF 50Iyrjic v' 3 I CERTIFICATION Date: a 1 q I Building Permit No. L4 a a A Owner: 'PeTes + AteEn6cL- Pc,aGKr (Please print) Plumber: Noto 4-1 R&W (L. L P tu"b 1-t E � (Pleak print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of Yre r�.o, , 20 L i DOROTHY C.PROCOPIO NOTARY PUBLIC,STATE OF NEW YORK NO.O1PR506&374 QUALIFIED IN SUFFQLK flY; ;. mT .. , ' 1 COMMISSION EXPIRES SEPiEMd R 23; Notary Public, , - s -off k . County. pF SOOT * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [%4/FOUNDATION 1ST A/p [ ] 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: ; �t "4*V 8'D � o +co rO#mp1 �&Q nk s wy Qrio✓ -h ��i• Arn R CA!!0WA - DATE INSPECTOR )4e)OO, SOF so hod o� * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND AID [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Alf= CD kovin DATE INSPECTOR qlmv� OF SOOT # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] 5OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1AA LAVA DATE I INSPECTOR rsf0 # # TOWN OF SOUTHOLD BUILDING DEPT. °ycouMv N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PLBG. [ ] MUNDATION 2ND [ ] INSULATION [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT_.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C LKING REM RKS: �"A L I �vlr 4v, DATE INSPECTOR SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z-z� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION "J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ 1 ] CODE VIOLATION [ ] CAULKING REMARKS: �7GG2�i� L0 /< DATE �� INSPECTOR �o��pF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [VT INSULATION /46 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ftW6dA _lyd, l 1 1 r47el✓1 oO Q MkA16 ova W � - 9 `r o PDA�AA DATE q 1 8 INSPECTOR OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTIONI-,-,di- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Yd ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l C INSPECTOR i ' �vvti � OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. cvurm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL IVD [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)' [ ] CODE VIOLATION [ ] CAULKING REMARKS: llir -b Pv get DATE INSPECTOR h � . e' � .• • � � -. /. a ��. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 17 33—WOOD I-JOISTS REPORT HOLDER: BOISE CASCADE WOOD PRODUCTS, LLC EVALUATION SUBJECT: AJS SERIES PREFABRICATED WOOD I-JOISTS 1CC g 'CC 1CC PMG LISTED Look for the trusted marks,of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council I� WSSPC Award in Excellence" CODEreOUNCIV � � � A Subsidiary of caoecooncie ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or"as to any product covered by the report. Copyright°2018 ICC Evaluation Service,LLC and APA—The Engineered Wood Association. All rights reserved ESa f SERVICE Joint Evaluation Report ESR-1144 Reissued August 2018 This report is subject to renewal August 2020. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION:06 00 00—WOOD,PLASTICS AND The LVL lumber flanges are 11/2-inch-by-21/2-inch COMPOSITES (38 by 64 mm)spruce-pine-fir(SPF)proprietary grade LVL Section: 06 17 33—Wood I-Joists and are used interchangeably with any of the sawn lumber flanges of the same dimensions. The sawn lumber flange REPORT HOLDER: material,grade,width-and depth are noted in Table 1. BOISE CASCADE WOOD PRODUCTS, LLC 3.2.2 Web: Web material for the I joists is 3/8-inch-thick (10 mm) or /1s-inch-thick (11 mm) OSB conforming to EVALUATION SUBJECT: Exposure 1 requirements of DOC PS-2, with further requirements set forth in the approved quality AJS SERIES PREFABRICATED WOOD I-JOISTS documentation and manufacturing standards. 3.2.3 Adhesive: Adhesives used in the fabrication of the 1.0 EVALUATION SCOPE I-joists are exterior-type, heat-durable adhesives complying Compliance with the following codes: with ASTM D2559 and ASTM D5055, and are specified in the quality documentation and the manufacturing ■ 2015, 2012, 2009 and 2006 International Building standards. Code°(IBC) 4.0 DESIGN AND INSTALLATION ■ 2015, 2012, 2009 and 2006 International Residential Code°(IRC) Design of the prefabricated wood I-joists described in this report must be in accordance with the applicable code. Property evaluated: Additionally,the design and installation of the prefabricated Structural wood I-joists must comply with Sections 4.1 through 4 13, 2.0 USES and the manufacturer's installation instructions. AJS I joists are prefabricated wood I-joists used as floor 4.1 Reference Design Values: joists, roof rafters and blocking panels, to support The reference design moments, vertical shear capacity, code-required loads. Prefabricated wood I-Joists described I-joist stiffness (E0 , and reactions are specified in Table 2 in this report comply with Section 2303.1.2 of the IBC and Reference design end reactions are based on a minimum Section R502.1.2 of the 2015 IRC or Section R502.1.4 of bearing length of 11/2 inches (38 mm)for simple spans on - the 2012 IRC,for allowable stress design.- - -joists-having-depths- of 91/4 to 16 inches (235 mm to 3.0 DESCRIPTION 406 mm), and 13/4 inches (44 5 mm) on joists having depths of 18 inches (457 mm) or greater. Reference 3.1 General: design intermediate reactions are based on a minimum The AJS Series prefabricated wood I-joists have bearing length of 31/2 inches (89 mm) at intermediate solid-sawn lumber or laminated veneer lumber flanges, support points for continuous spans. Floor assemblies, and oriented strand board (OSB) webs. The top and consisting of a minimum 23/32-inch-thick (18 mm) bottom flanges are parallel, creating constant-depth joists. Sturd-I-Floor rated sheathing nailed to the I-Joists in The web-to-web joints of the I-joists are square butt joints accordance with the applicable code requirements and and conform to the specifications in the approved adhered to the top flanges of the ]-joists using AFG-01 quality documentation. The web-to-flange connection is a construction adhesive, have the allowable spans shown in proprietary grooved connection, also conforming to the Table 3 approved quality documentation. Additionally, AJS I joists 4.2 Fasteners: are also manufactured with proprietary FireBreak HITS and ThermaxT"' fire protective materials factory-applied to Reference withdrawal design values and lateral load both faces of the web, as specified in the approved quality values, for nails installed into the flanges, must be documentation. The AJS Hoists are available in various determined in accordance with the applicable code, using lengths and depths. See Table 1 for a description of the a specific gravity of 0.42. Fastener spacing must comply I-Joists. with the minimum spacing requirements prescribed by the applicable code for nails installed in sawn lumber 3.2 Material Specifications: 3.2.1 Flanges: The flanges of the I-joists are sawn 4.3 Web'Stiffeners: lumber or laminated veneer lumber (LVL) conforming to Web stiffener requirements for the I-Joists at reaction and the specifications in the,approved quality documentation. concentrated load locations are noted in Figure 1. ICC-ES Evaluation Reports are not to be construed as rept esentmg aesthetics or any other annbutes not specifically adds essed,nor ape the),to be construed as an ZEN endmsenieni ofthe subject of the report in a ieconanendanon jot its use There is no maitanty by ICC Evaluation Service,LLC,express a nnpherl,os to mrvfinding of other matter in this report,of as to any product covered by the r epos t Copyright©2018 ICC Evaluation Service,LLC and APA—The Engineered Wood Association All rights reserved Page 1 of 18 Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 2 of 18 4.4 Lateral Support: 4 8M Lateral restraint must be provided at supports (e.g., shear = K through attachment to blocking panels, rim board) to prevent rotation and along the compression flange of each where. joist (e.g., through attachment to wood structural panel Ashear = Deflection caused by shear stress [inches sheathing, gypsum board ceding, wood structural panel (mm)]. soffit). 4.5 Holes in I-joist Web: M = Design moment[inch-lbs(mm-N)]. Holes in the web of the ]-joist are permitted as follows. for K = Shear modulus constant in Table 2 [in-lbs/in 1-joists with a simple span and supporting uniform loads (mm-N/mm)] only, holes in the webs must be in accordance with Tables Deflection of a uniformly loaded, simple-span kjoist must 4 and 5(for round holes)or Tables 6 and 7(for square and be determined using the following formula: rectangular holes) The reduced shear capacity due to the presence of holes in the web, Vholo, must be calculated as _ 5wL4 wLZ _ follows: ATotai 4bendmg +A,heat + 384EI K For round holes. Deflection of a simple-span 1-joist with a concentrated 1B, (joisidepth holedianieter 11 load at mid-span must be determined using the following Viote=V —MoJIJ formula: —2 x flnngedepth For square and rectangular holes: A =A +A _ PV +2PL Total bendrng shear 48E1 K VV1.1"—V BR—O 28 r ho0.29 ledeptll (holewidth w 11 J— 1 JJ l� stdepth—2 x jTnngedepth J ll 18 where: where- AToiai = Total 1-joist deflection[inches(mm)]. Vr is the shear value,for the joist,provided in Table 2. W = Applied uniform loads[Ibf/inch(N/mm)]. Bo = 0 88 for joist depths less than or equal to P = Applied concentrated load[Ibf(N)]. 16 inches; L = 1-joist span[inches(mm)] 0.91 for joist depths greater than 16 inches z EI = 1-joist stiffness from Table 2[in -Ibf] Mo = 0.69 for joist depths less than or equal to 16 inches; M = Design moment[inch-lbs(mm-N)]. 0.84 for joist depths greater than 16 inches K = Shear modulus constant from Table 2 BR = 0.60 for joist depths less than or equal to [in-Ibf/in]. 16 inches, 4.11 Blocking Panels: 0.57 for joist depths greater than 16 inches. Bearing walls perpendicular to and supported by ]-joists Where multiple holes occur in the web, the minimum require full depth blocking, or rim joists, at supports. 1-joists edge-to-edge spacing between holes must be two times used as blocking panels must be installed between ]-joists the size of the largest dimension of either hole and have a maximum applicable vertical load capacity shown in Table 2 4.6 Duration of Load: 4.12 Cantilevered Joists: Adjustments for duration of load must be in accordance I 'oists may be installed with cantilevers, with Sections 7.3 2 and 10.3.2 of the ANSI/AWC National -1 Y provided the Design Specification®for Wood Construction(NDS). cantilevered portion does not exceed a maximum length equal to one-third of the adjacent span. Additionally, the 4.7 In-service Moisture Conditions: cantilevered 1-joist must be limited to supporting only I-joists must be installed in dry, covered conditions where uniform loads, unless additional design details are the in-service moisture content of the wood does not provided by a design professional. exceed 16 percent. 11C 4.13 Fire Protection of Floors: 4.8 Repetitive-member Use: AJS series I-joists installed and protected as specified in The repetitive-member use factor applicable to the Figures 3. 4. 5, 6, 7, 8 and 9 are alternatives to the resistive moment capacities listed in Table 2 is limited to 2-by-10 dimension um er prescribed in 2015 IRC Section 1 0. R302.13 or 2012 IRC Section R501.3, Exceptions 1 and 2, and Exception 4, and have met the requirements for a floor 4.9 Member Spans: assembly demonstrating equivalent fire performance. AJS 1-joist spans must be determined in accordance with series I joists installed and protected as specified in Figure Section 3.2 1 of the NDS and the applicable code. Shear 10 meet the provisions of 2015 IRC Section R302.13 or calculations must include all loads within the span from 2012 IRC Section R501 3. face to face of supports. 5.0 CONDITIONS OF USE 4.10 Deflection: The AJS Series 1-joists described in this report comply Total 1-joist deflection must be calculated using the formula with, or are suitable alternatives to what is specified in, for deflection due to bending and the following formula for those codes listed in Section 1 0 of this report, subject to deflection due to shear: the following conditions: Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted, Page 3 of 18 5.1 AJS I-joists must be Installed in accordance with this 7.0 IDENTIFICATION report and the manufacturers Installation instructions. AJS I-joists are Identified by a stamp indicating the foist 5.2 Drawings and design details verifying compliance with model, company name (Boise Cascade Wood Products, this report must be submitted to the code official when LLC), manufacturing location; evaluation report number requested. The drawings and calculations must be (ESR-1144); and the name and logo of the inspection prepared by a registered design professional where agency(APA—The Engineered Wood Association). required by the statutes of the jurisdiction in which the 7,1 The report holder's contact Information Is the project is to be constructed. following* 5.3 Cutting or notching of AJS I-joist flanges Is beyond BOISE CASCADE WOOD PRODUCTS, LLC the scope of this report. POST OFFICE BOX 2400 5.4 AJS and AJS with FlreBreak HITS and ThermaxTM WHITE CITY, OREGON 97503-0400 I-joists are manufactured by Boise Cascade Wood (800)232-0788 Products, LLC at their plant located in St. Jacques, www.bcewp.com New Brunswick, Canada, under an approved quality- control program with Inspections by ICC-ES and APA—The Engineered Wood Association(AA-649). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Prefabricated Wood 1-joists (AC14), dated October 2017 (previously editorially revised January 2016). TABLE 1—DESCRIPTION FOR AJS I-JOISTS FLANGE JOIST SERIES Dimensions WEB MATERIAL RANGE OF JOIST DEPTHS Material (depth x width) (inches) (inches) AJS-5 APG SPF 1.5 x 2 5 3/8-inch OSB 91/2 to 11'/11 AJS-10 APG Black Spruce 1.5 x 2 5 3/8-Inch OSB 9'/2 to 16 AJS-20 MSR 21 00F—1 BE 1.5 x 2 5 3/8-inch OSB 9'12 to 16 AJS-20v MSR 2100Fb-1 8E 1.5 x 2.5 3/8-Inch OSB 9'/4 to 16 AJS-110 APG SPF 1 5x2.5 3/8-inch OSB 9114 to 16 AJS-140 APG SPF 1 5 x 2 5 3/8-inch OSB 9'/2 to 16 AJS-150 MSR 1650Fb-1.5E 1 5 x 2 5 3/8-Inch OSB 91/2 to 16 AJS-150v MSR 1650Fb—1 5E 1.5 x 2.5 3/8-inch OSB 9'14 to 16 AJS-160 MSR 1800Fb—1 6E 1 5 x 2 5 3/cinch OSB 9'/2 to 16 AJS-170 MSR 1950Fb—1 7E 1 5 x 2 5 3/8-mch OSB 9112 to 16 AJS-180 MSR 2100Fb—1.8E 1 5 x 2.5 3/8-inch OSB 91/2 to 16 3/8-mch OSB 9'/4 to 16 AJS-190 MSR 2250Fb—1 9E 1 5 x 2 5 7 /18-mch OSB 18 to 20 AJS-200 MSR 2400Fb—2.0E 1 5 x 2 5 3/8-mch OSB 91/2 to 16 AJS-24 MSR 1650Fb—1.5E 1 5 x 3.5 3/8-inch OSB 91/4 to 16 3/8-inch OSB 9'12 to 16 AJS-25 MSR 2100Fb—1.8E 1 5 x 3 5 7/1 6-inch OSB 18 to 24 AJS-25v MSR 2100Fb—1 BE 1 5 x 3 5 3/8-inch OSB 9'/4 to 16 AJS-30 MSR 2400Fb—2.0E 1 5 x 3.5 '/16-inch OSB 18 to 24 For SI: 1 inch=25 4 mm 'APG= AJS Proprietary Grade,SPF=Spruce-pine-fir,MSR=Machine Stress Rated lumber Joint Evaluation Report ESR-1144 I Most Widely Accepted and Trusted Page 4 of 18 TABLE 2-REFERENCE DESIGN PROPERTIES FOR AJS I-JOISTS' END REACTION,Rr(Ib)' INTERMEDIATE REACTION,Rr(Ib)' MOMENT SHEAR El' K� ' BLOCKING JOIST DEPTH 8 8 With 1 IZ' With 3'/2" With 3'/2" With 514" 8 WEIGHT Mr Vr X 10 x 10 0,� a PANEL 'o SERIES (in) (ft-Ib) (Ib) (Ib-in') (in-lb/in) Bearing Bearing Bearing Bearing Ib/ft) (Iblft) N04 Yes' N 0 Yes' No Yes' No" Yes' 9% 2,175 1,160 182 5.2 950 1,200 1,175 1,480 2,350 2,450 2,350 2,450 1,875 22 AJS-5 1118 2,820 1,490 310 6,6 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 25 91/2 2,960 1,160 232 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 25 AJS-10 111/8 3,835 1,490 394 6.6 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 28 14 4,620 1,790 578 7.8 960 1 1,420 1 1,250 1,700 2,430 3,130 2,430 3,130 1,500 30 16 5,355 2,065 786 9.0 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 33 91/2 3,395 1,160 232 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 25 AJS-20 8 4,400 1,490 394 6.6 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 28 14 5,295 1,790 578 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 30 16 6,140 2,065 786 9.0 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 3.3 91/4 3,675 1,130 218 51 1,075 1,075 1,120 1,120 2,350 2,450 2,850 2,950 2,000 25 9/Z 3,795 1,160 232 5.2 1 1,075 1,075 1,145 1,145 2,350 2,450 2,850 2,950 2,000 25 AJS-20v 4,620 1,400 347 6.2 1,175 1,175 1,355 1,355 2,500 1 2,800 3,000 3,250 2,000 1 28 11 !8 4,915 1,490 394 6.6 1,175 1,175 1,425 1,425 2,500 2,800 3,000 3,250 2,000 28 14 5,920 1,790 579 7.8 1,175 1,175 1,475 1,665 2,500 3,150 3,000 3,500 2,000 3.0 16 6,865 2,065 789 89 1,175 1,175 1,475 1,885 2,500 3,500 3,000 3,500 2,000 33 91/4 1805 1125 135 5.0 950 1,230 1,170 1,480 2,350 2,450 2,350 2,450 1,875 25 91/2 1865 1160 144 5.2 950 1,240 1 1,175 1,480 2,350 2,450 2,350 2,450 1,875 25 AJS-110104 2270 1400 218 6.2 955 1,310 1,205 1,595 2,390 2,800 2,390 2,800 1 1,680 28 11/8 2415 1490 248 66 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 28 14 2910 1790 367 7.8 960 1 1,420 1,250 1,700 2,415 3,130 2,415 3,130 1,500 30 16 3315 2065 504 90 970 1,500 1,285 1,800 2,440 3,435 2,440 3,435 1,340 33 9% 2,450 1,160 182 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 22 AJS-140 1171, 3,175 1,490 310 66 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 25 14 3,825 1,790 457 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 28 16 4,435 2,065 623 go 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 31 9'/2 2,820 1,160 194 52 950 1,240 1,175 1,480 2,350 2,450 1 2,350 2,450 1 1,875 22 AJS-150 11/8 3,650 1,490 331 66 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 2.5 14 4,390 1,790 487 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 27 16 5,090 2,065 664 90 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 30 91/4 2,740 1,130 182 51 1,075 1,075 1,120 1,120 2,350 2,450 2,850 2,950 2,000 22 9'/z 2,820 1,160 194 52 1,075 1,075 1,145 1,145 2,350 2,450 2,850 2,950 2,000 2.2 AJS-150V 11 4 3,430 1,400 292 62 1,175 1,175 1,355 1,355 2,500 2,800 3,000 3,250 2,000 2.5 11%8 3,650 1,490 331 66 1,175 1,175 1,425 1,425 2,500 2,800 3,000 3,250 2,000 25 14 4,390 1,790 487 78 1,175 1,175 1,475 1,665 2,500 3,150 3,000 3,500 2,000 27 16 5,090 2,065 664 90 1,175 1,175 1,475 1,885 2,500 3,500 3,000 3,500 2,000 30 91/2 3,057 1,160 207 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 24 AJS-160 1118 3,959 1,490 1 352 66 955 1 1,335 1,215 1,595 2,390 2,800 1 2,390 2,800 1,680 27 14 4,767 1,790 517 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 2.9 16 5,527 2,065 705 90 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 32 91/2 3,300 1,160 219 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 2.5 AJS-170 11 /8 4,270 1,490 372 66 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 2.8 14 5,140 1,790 547 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 30 16 5,960 2,065 746 9.0 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 33 91/2 3,640 1,160 232 52 950 1,240 1,175 1,480 2,350 2,450 2,350 1 2,450 1,875 25 AJS-180_T171.__ 4,710 1,490 394 6.6 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 28 14 5,675 1,790 578 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 30 16 6,580 2,065 786 90 970 1,500 1 1,285 1,800 2,465 3,435 2,465 3,435 1,340 33 9'/4 3,770 1,125 229 51 950 1230 1,170 1,480 2,350 2,450 2,350 2,450 1,875 25 9'/2 3,895 1,160 244 52 950 1240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 25 11'14 4,740 1,400 365 62 955 1310 1,205 1,595 2,390 2,800 2,390 2,800 1,680 28 AJS-190 111. 5,045 1,490 414 66 955 1,335 1,215 1,595 2,390 2,800 2,390 2,800 1,680 28 14 6,070 1,790 608 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 30 16 7,040 2,065 827 90 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 33 18 8045 3010 1100 121 2,160 2,620 4,720 4,720 2,700 46 20 8990 3240 1402 13 5 N/A 2,160 N/A 2,980 N/A 4,780 NIA 5,110 2,700" 49 9'/2 4,155 1,160 1 257 52 950 1,240 1,175 1,480 2,350 2,450 2,350 2,450 1,875 26 AJS-200 11`/8 5,385 1,490 435 66 955 1,335 1,215 1,595 1 2,390 2,800 2,390 2,800 1,680 29 14 6,485 1,790 638 78 960 1,420 1,250 1,700 2,430 3,130 2,430 3,130 1,500 31 16 7,515 2,065 868 90 970 1,500 1,285 1,800 2,465 3,435 2,465 3,435 1,340 3.4 9'/4 3,880 1,125 253 5.2 950 1,230 1,170 1,480 2,600 2,850 2,600 2,850 1,875 30 9'/2 4,005 1,160 270 53 950 1,240 1,175 1,480 2,600 2,850 2,600 2,850 1,875 3.1 11'/4 4,875 1,400 403 63 955 1 1,310 1 1,205 1,595 2,690 3,190 2,690 3,190 1,680 3.3 AJS-24 11'/8 5,190 1,490 457 67 955 1,335 1,215 1,595 2,690 3,190 2,690 3,190 1,680 34 14 6,250 1,790 670 79 960 1,420 1,250 1,700 2,770 3,500 2,770 3,500 1,500 37 16 7,245 2,065 911 91 970 1,500 1,285 1,800 2,850 3,800 2,850 3,800 1,340 39 Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 5 of 18 TABLE 2-REFERENCE DESIGN PROPERTIES FOR AJS I-JOISTS'(Continued) END REACTION,Rr(lb)° INTERMEDIATE REACTION,R,(Ib)' MOMEN SHEAR EIZ KZ1 BLOCKING JOIST DEPTH M, V, X 106 x 106 With 1 /z" With 3'12" With 3/2' With 5/4' 6 WEIGHT SERIES (in.) 1 Bearing3'7 Bearing Bearing; Bearing PANEL (lb/ft) (ft-Ib) (Ib) (Ib-in) (in-lb/in) , , , , (Ib/ft) No Yes No Yes No Yes No Yes 91/2 5,370 1,160 322 53 950 1,240 1,175 1,480 2,600 2,850 2,600 2,850 1,875 3.1 117/6 6,960 1,490 545 67 955 1,335 1,215 1,595 2,690 3,190 2,690 3,190 1,680 34 14 8,380 1,790 798 79 960 1,420 1,250 1,700 2,770 3,500 2,770 3,500 1,500 37 AJS-25 16 9,720 2,065 1,082 91 970 1,500 1,285 1,800 2,850 3,800 2,850 3,800 1,340 39 18 10,975 3,010 1,427 12.3 2,2407 2,620 4,720 4,72046 3,200 6 20 12,270 3,240 1,813 137 2,4907 2,980 5,110 5,110 49 N/A NIA NIA NIA 22 13,455 3,470 2,249 150 2,4907 3,150 5,230 5,505 5.1 2,700' 24 14,625 3,690 2,737 165 2,490' 3,320 5,345 5,900 54 91/4 5,200 1,130 302 53 1,075 1,075 1,120 1,120 2,600 2,850 3,100 3,350 2,000 31 9% 5,370 1,160 322 54 1,075 1,075 1,145 1,145 2,600 2,850 3,100 3,350 2,000 3.1 AJS-25v 11'14 6,540 1,400 1 480 64 1,250 1,250 1 1,370 1,370 2,760 3,200 3,250 3,700 2,000 34 117 16 6,960 1,490 545 68 1,250 1,250 1,440 1,440 2,760 3,200 3,250 3,700 2,000 34 14 8,380 1,790 798 80 1,250 1,250 1,490 1 1,680 3,020 3,500 3,500 4,000 2,000 37 16 9,720 2,065 1,082 91 1,250 1,250 1,490 1,900 3,020 3,800 3,500 4,000 2,000 39 18 13,905 3,010 1,575 123 2,2407 2,620 4,720 4,720 4.6 3,200' 20 15,540 3,240 1,998 137 2,4907 2,980 5,110 5,110 4.9 AJS-30 N/A � NIA N/A NIA 22 17,040 3,470 2,477 150 2,490 3,150 5,230 6,505 5.1 2,700' 24 18,525 3,690 3,012 16 5 2,490 3,320 5,345 5,900 5.4 For SI: 1 inch=25.4 mm;1 ft-Ib=136 N-m,1 inZ-Ib=179 mm2-N,1 in-Ib/in=4.4 N-mm/mm,1 Ib=4 45 N,1 Iblft=14 6 N/m. 'For 1-joist description,see Table 1 2Deflections are calculated using standard engineering formulae for bending deflection and 8M/K for shear deflection Refer to Section 4 10 in this report 3Minimum bearing length required 'No=Web stiffener is not required s`Yes=Web stiffener required See Figure 1 'Allowable vertical-load capacity for 1-foists used as blocking panels 'For 1-joists with depths greater than or equal to 18 inches,the minimum end bearing length must be 13/4 inches 'Web stiffeners required at each end of blocking panel See Figure 1 Distance between stiffeners must be<_24 inches. 'The tabulated reference design reaction values,R„are for normal duration of load and are permitted to be adjusted for other load durations in accordance wdh the NDS,provided the adjusted design reaction,Rr,does not exceed the adjusted flange bearing capacity,PL,calculated as follows P,i=Fri Pb(wf-0 15) where Fri = 425 psi for end reactions,470 psi for 3'/2-inch intermediate reactions,and 455 psi for 5'/4-inch intermediate reactions Pb = Bearing length in inches wf = The nominal width of the flange in inches 10At joists with attached fire protection,add 0 3 Ib/ft to the listed weight for ThermaxTm,and add 0 8 Ib/ft to the listed weight for FireBreak Hits Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 6 of 18 TABLE 3—AJS ALLOWABLE FLOOR SPANS 1,2,3,4,5,6,7 SERIES DEPTH(inches) ON-CENTER SPACING 12 inches 16 inches 19 2inches 24inches AJS-5 9'/2 18'-6" 161-0.1 14'-7" 13'-0" 111/1, 21'-1" 18'-3" 16'-7" 14'-10" 91/2 21,_2" 18'_8" 17'-0" 15'_3" AJS-10 111/8 24'-7- 21'-3" 19'-5" 17'-4" 14 27'_0„ 23,_5" 21'_4" 18'_11" 16 29'-1" 25'-2" 23'-0" '20'-4" 91/2 21,_2" 18'_4" 18'-3" 16,_4" AJS-20 111/8 25'-2" 22'-10" 20'-10" 18'-7" 14 28'-6" 25'-0" 22'-10" '20'-3- 16 20'-3"16 31'-2" 27'-0" '24'-5" '21'-10" 91/4 20'-8" 18'-10" 17'-10" 16'-8" 912 21'_1" 19'_3" 18'_2" 17'_0" 11'14 24'-0" 22'-0" 20'-9" 19,-1" AJS-20v 111/1, 25'-1" 22'-11" 21'-8" 19'-8" 14 28'_5' 26,_0" 24'_2" *21'_7" 16 311-6" 28'-7" *26'-1" '23'-3- 9114 16'-10" 14'-7" 13'-3" 11'-10" 91/2 17'-1" 14'-9" 13'-6" 12'-1" AJS-110 111/4 18'-11" 16'-4" 14'-11" 13'-4" 11718 19'-6" 16'-10" 15'-4" 13'-9" 14 21'-5" 18'-6" 16'-11" 16 22'_10" 191_9" 18'_0" 91/2 19'_9" 17'_0" 15•_6" 13'_10" AJS-140 11718 22'-4" 19'-4" 17'-8" 15'-9" 14 24'-7" 21'-3" 19'-5" 17'-4" 16 26'-6" 22'-11" 20'-11" 18'-8" 91/2 20'-1" 18'-3" 16'-7" 14'-10" AJS-150 111/8 23'-11" 20'-9" 18'-11" 16'-11" 14 26'-4" 22'-9" 20'-9" 18'-7" 16 28'-5" 24,_7" 22'_5' •19•_10•• 91/4 19'-7" 17'-11" 16'-5" 14'-8" 91/2 20'-0" 18'-3" 16'-8" 14'-10" AJS-150v 111/4 22'-10" 20'-2" 18'-4" 16'-5" 111/8 23'-10" 20'-9" 19'-U. 16'-11" 14 26'-4" 22'-10" 20'-10" 18'-7" 16 28'-5" 24'-7" 22'-5" *20'-0" 912 20'-5" 18'-9" 17'-4" 15'-6" AJS-160 117/8 24'-4" 21'-8" 19.-91. 17'-8" 14 27'-5" 23'-9" 21'-8" '19'-2" 16 29'-7" 25'-7" 23'-4" *20'-8- 91/2 20'-9" 19'-0" 18'-0" 16'-1" AJS-170 111/8 24'-9" 22'-6" 20'-6" 18'-4" 14 28'-1" 24'-8" 22'-6" *19'-11" 6 30,-9" 26'-7" 24'-1" *21'-6" 91/2 21'_2" 19'_4" 18,_3" 16'_11" AJS-180 11% 25'-2" 23'-0" 21'-4" *19'-1" 14 28'-6" 25'-8" 23'-8" *21'-0- 16 31'-7" 27'-11" *25'-4" '22'-7" 91/4 21'-0" 19'-3" 18'-2" 16'-11" 9'12 21'_5' 19'_7" 18,_6„ 17,_3" 11'/4 24'-6" 22'-4" 21'-2" *19'-2" AJS-190 111/8 25'-6" 23'-4" 22'-0" *19.-9" 14 28'-11" 26'-5" '24'-4" *21'-8- 16 32'-0" 28'-11" '26'-2" *23'-5" 18 35,_3" 30'_11" 28'_2" 25'-2" 20 37'-9" 32'-8" 29'-10" 26'-8" 91/2 21'-9" 19'-11" 18'-10" 17'-6" AJS-200 111/1, 25'-11" 23'-8" 22'-4" *20'-5" 14 9'-4" 26'-10" '25'-4" *22'-5" 16 32,-6" *29'-8" '27'-1" *24'-2- 91/4 21'-7" 19'-8" 18'-7" 17'-4" 91/2 22'-0" 20'-1" 19'-0" 17'-9" AJS-24 11'/4 25'-1" 22' 11" 21'-8" 19'-0" 111/8 26'-2" 23'-11" 22'-7" 19'-0" 14 29'-8" 27'-1" 23'-10" 19'-1" 16 32'_11" 28'_11" 24'_1" 19'_3" Joint Evaluation Report ESR-1144 I Most Widely Accepted and Trusted Page 7 of 18 TABLE 3—AJS ALLOWABLE FLOOR SPANS1'2,3,4,5,6,7(Continued) SERIES DEPTH(inches) ON-CENTER SPACING 12 inches 16 inches 19.2 inches 24 inches 91/2 23'-3" 21'-3" 20'-1" 18'-8" 11'/8 27'-8" 25'-3" 23'-10" '22'-2" 14 31'-5" 28'-8" '27'-0" '24'-8" AJS25 16 34'-9" '31'-8" '29'-11" *25'-4" 18 38'-2" 34'-10" 32'-11" 29'-6" 20 41'-4" 37'-8" 34'-10" 31'-2" 22 44'-4" 40'-0" 36'-6" 32'-8" 24 47'-4" 41'-9" 38'-1" 34'-0" 91/4 22'-8" 20'-9" 19'-7" is'-3" 91/2 23'-2" 21'-2" 20'-0" 18'-7" AJS25v 111/4 26'-5" 24'-2" 22'-9" 21'-3" 117/8 27'-7" 26-2" 23'-9" '22'-2- 14 31'-4" 28'-7" *26'-11" '24'-10" 16 34'-T' '31'-7" *29'-10" *24'-10" 18 39'-4" 35'-10" 33'-10" 31'-6" AJS30 20 42'-6" 38'-10" 36'-7" 34'-1" 22 45'-8" 4V-8" 39'-4" 36'-8" 24 48'-9" 44'-8" 42'-0" 38'-4" For SI: 1 inch=25 4 mm;1 psf=47 88 Pa. 'For assemblies consisting of minimum 23/32-inch-thick Sturd-1-Floor rated sheathing nailed to the 1-joists in accordance with the applicable code and adhered to the top flanges of the 1-joists using AFG-01 construction adhesive 2Spans are based on a uniform residential floor loading of 40 psf live load and 10 psf dead load 3S pans are for simply supported joists 'Minimum end bearing length is 11/2 inches for joist depths 16 inches or less,and 13/4 inches for joist depths 18 inches or greater,except for spans'(marked with an asterisk)which must have a minimum 31/2-inch bearing length 5Maximum spans are measured in accordance with Section 4 9,and are based on uniformly loaded joists 'Live load deflection is limited to U360,total load deflection is limited to L/240 Allowable spans take into consideration the composite effect from the glued and nailed subfloor for deflection purposes Joint Evaluation Report ESR-1144 I Most Widely Accepted and Trusted Page 8 of 18 TABLE 4—MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO NEAREST EDGE OF ROUND HOLE FOR JOIST DEPTHS OF 9'12 TO 16 INCHES"2,3,4,5.6 SPAN MINIMUM DISTANCE(ft-in) (ft) Based on Joist Depth(in) 9'/2 11'/a 14 16 And Based on Hole Diameter(in) 3 6 3 6 3 6 9 3 6 9 12 8 1 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 10 1'-0" 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 12 1'-0" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 14 1'-6" 5'-6" 1'-0" 1'-6" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" T-0" 16 2'-6" 6'-6" 1 1'-0" 3'-0" 1'-0" 1'-0" 3'-6" 1'-0" 1'-0" 1'-0" 4'-0" 18 T-6" 8'-0" 1'-0" 4'-0" 1'-0" 1'-0" 4'-6" 1'-0" 1'-0" 1'-6" 5'-0" 20 1 4'-6" 9'-0" 1'-6" 5'-6" 1'-0" 2'-0" 5'-6" 1'-0" 1'-0" 3'-0" 6'-6" 22 6'-0" 10'-6" 2'-6" 6'-0" 1'-0" T-0" 7'-0" 1'-0" 1'-0" 4'-0" 7'-6" 24 7'-0" 11'-6" 3'-6" 7'-6" 1'-0" 4'-6" 8'-0" 1'-0" 1'-6" 5'-0" 9'-0" 26 — — 5'-0" 8'-6" 2'-0" 5'-6" 9'-0" 1'-0" T-0" 6'-0" 10'-0" 28 — — 6'-0" 10'-0" 3'-0" 6'-6" 10'-6" 1'-0" 4'-0" 7'-6" 11'-6" 30 — — — — 4'-0" 7'-6" 11'-6" 1'-6" 5'-0" 8'-6" 12'-6" 32 — — — — 5'-6" 9'-0" 13'-0" 3'-0" 6' 0" 9'-6" 14'-0" — — — 4'-0" 7'-0" 11'-0" 15'-0" For SI: 1 inch=25 4 mm,1 psf=47.88 Pa. 'Table is based on simple span, uniform loading of 40 psf(live)and 15 psf(dead),joist spacing less than or equal to 24 inches, and reference design shear values 2For multiple span or concentrated loads,shear at the hole location must not exceed what a uniform load would produce in a simple span at the distance shown in the table 'Where more than one hole is desired,the length of web between holes must be equal to twice the diameter of the largest hole 4Flanges may not be cut or notched 5A 11/2-inch-diameter hole may be cut anywhere in the web 6See Figure 2 in this report for details TABLE 5—MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO NEAREST EDGE OF ROUND HOLE FOR JOIST DEPTHS OF 18 TO 24 INCHES 1,2,3,4,5,6 MINIMUM DISTANCE(ft-in) Based on Joist Depth(in) - SPAN 18 20 22 24 (ft) And Based on Hole Diameter(in) 4.5 9 13.5 5 10 15 5.5 11 16.5 6 12 18 10 1'-0" 1'-0" 1'-0" T-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 12 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 14 1'-0" 1'-0" 3'-6" 1'-0" 1'-0" 2'-6" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 16 1'-0" 1'-0" 4'-6" 1'-0" 1'-0" 3'-6" 1'-0" 1'-0" 2'-6" 1'-0" 1'-0" 2'-0" 18 1'-0" 1'-0" 5'-6" 1'-0" 1'-0" 4'-6" 1'-0" 1'-0" 4'-0" 1'-0" 1'-0" T-0" 20 1'-0" 1'-0" 7'-0" 1'-0" 1'-0" 6'-0" 1'-0" 1'-0" 5'-0" 1'-0" 1'-0" 4'-0" 22 1'-0" 1'-0" 8'-0" 1'-0" 1'-0" 7'-0" 1'-0" 1'-0" 6'-0" 1'-0" T-0" 5'-6" 24 1'-0" 1'-0" 9'-6" 1'-0" 1'-0" 1 8'-6" 1'-0" 1'-0" 7'-6" 1'-0" 1'-0" 6'-6" 26 11-0" 2'-0" 10'-6" 1'-0" 1'-0" 9'-6" 1'-0" 1'-0" 8'-6" 1'-0" 1'-0" 7'-6" 28 1'-0" 3'-6" 12'-0" 1'-0" 2'-0" 10'-6" 1'-0" 1'-0" 9'-6" 1'-0" 1'-0" 9'-0" 30 1'-0" 4'-6" 13'-0" 1'-0" T-0" 12'-0" 1'-0" 2'-0" 11'-0" 1'-0" 1'-0" 10'-0" 32 1'-0" 5'-6" 14'-6" 1'-0" 4'-0" 13'-0" 1'-0" 3'-0" 12'-0" 1'-0" 2'-0" 11'-6" 34 1'-0" 6'-6" 15'-6" 1'-0" 5'-6" 14'-6" 1'-0" 4'-0" 13'-6" 1'-0" 3'-0" 12--6-- 36 2'-6"36 1'-0" 7'-6" 17'-0" 1'-0" 6'-6" 15'-6" 1'-0" 5'-0" 14'-6" 1'-0" 4'-0" 13'-6" 38 1'-6" 9'-0" 18'-0" 1'-0" 7'-6" 17'-0" 1'-0" 6'-0" 16'-0" 1'-0" 5'-0" 15'-0" 1'-0" 8'-6" 18'-0" 1'-0" 7'-6" 17'-0" 1'-0" 6' 16'-0" For SI: 1 inch=25 4 mm;1 psf=47 88 Pa 'Table is based on simple span,uniform loading of 40 psf(live)and 15 psf(dead),joist spacing less than or equal to 24 inches and reference design shear values 2For multiple span or concentrated loads,shear at the hole location must not exceed what a uniform load would produce in a simple span at the distance shown in the table 'Where more than one hole is desired,the length of web between holes must be equal to twice the diameter of the largest hole 'Flanges may not be cut or notched. 5A 1112-inch-diameter hole may be cut anywhere in the web 'See Figure 2 in this report for details Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 9 of 18 TABLE 6—MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO NEAREST EDGE OF RECTANGULAR HOLE FOR JOIST DEPTHS OF 9%TO 16 INCHES' MINIMUM DISTANCE(ft-in) Based on Joist Depth(in) SPAN 9'/Z 11% 14 16 And Based on Hole Dimensions(in) 5x8 5x10 5x12 5x14 7x10 7x12 7x14 7x16 10x12 10x14 10x16 12x14 12x16 8 1'-6" 2'-0" 2'-6" T-0" 1'-6" 2'-0" 2'-6" T-0" 2'-0" 2'-6" 3'-0" 2'-6" 3'-0" 10 3'-0" 3'-0" 3'-6" 4'-0" 2'-6" T-0" 3'-6" 4'-0" 3'-0" 3'-6" 4'-6" 3'-6" 4'-6" 12 4'-0" 4'-6" 5'-0" 5'-6" 3'-6" 4'-0" 5'-0" 5'-6" 4'-6" 5'-0" 5'-6" 4'-6" 5'-6" 14 5'-0" 5'-6" 6'-0" 6'-6" 5'-0" 5'-6" 6'-0" 6'-6" 5'-6" 6'-0" — 6'-0" — 16 6'-6" T-0" 7'-6" — 6'-0" 6'-6" T-6" — 6'-6" 7'-6" — T-0" — 18 T-6" 8'-0" 8'-6" — T-6" 8'-0" 8'-6" — 8'-0" — — 8'-6" — 20 9'-0" 9'-6" 1 — — 8'-6" 9'-0" — — 9'-0" — — 9'-6" — 22 10'-0" 10'-6" — — 10'-0" 10'-6" — — 10'-6" — — — — 24 11'-6" — — — 11'-0" 11'-6" — — — — — — — 26 — — — — 12'-6" — — — — — — — — 28 — — — — 13'-6" — — — — — — — — 30 — — — — — — — — — — — — — 32 — — — — — — — — — — — — — 34 1 — I — I — — — — — — — — — —For SI: 1 inch=25 4 mm,1 psf=47 88 Pa 'Table is based on simple span,uniform loading of 40 psf(live)and 15 psf(dead),joist spacing less than or equal to 24 inches and reference design shear values ZFor multiple span or concentrated loads,shear at the hole location must not exceed what a uniform load would produce in a simple span at the distance shown to the table 'Where more than one hole is desired,the length of web between holes must be equal to twice the greatest dimension of the largest hole. 4Flanges may not be cut or notched 5A 11/2-inch-diameter hole may be cut anywhere in the web 'See Figure 2 in this report for details TABLE 7—MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO NEAREST EDGE OF SQUARE HOLE FOR JOIST DEPTHS OF 18 TO 24 INCHES 1,2,3,4,5,6 MINIMUM DISTANCE(ft-in) Based on Joist Depth(in) SPAN 18 20 22 24 (ft) And Based on Hole Dimensions(in) 10x10 12x12 14x14 12x12 14x14 16x16 12x12 14x14 16x16 14x14 16x16 18x18 8 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" T-6" 10 1'-0" 1'-0" T-6" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" T-0" 1'-0" 2'-0" 4'-6" 12 1'-0" 2'-0" 4'-6" 1'-0" T-0" 5'-6" 1'-0" 2'-0" 4'-6" 1'-0" 3'-0" 4'-6" 14 1'-0" 3'-6" 6'-0" 2'-0" 4'-6" — 1'-0" 3'-0" 5'-6" 2'-0" 4'-6" — 16 2'-6" 4'-6" T-0" 3'-0" 5'-6" — 2'-0" 4'-6" T-0" T-0" 5'-6" — 18 3'-6" 5'-6" 8'-6" 4'-6" 7'-0" — T-0" 5'-6" 8'-0" 4'-6" T-0" — 20 4'-6" T-0" 9'-6" 5'-6" 8'-0" — 4'-0" 6'-6" 9'-6" 5'-6" 8'-0" — 22 5'-6" 8'-0" — 6'-6" 9'-0" — 5'-6" 8'-0" 10'-6" 6'-6" 9'-6" — 24 7'-0" 9'-6" — 8'-6" 10'-6" — 6'-6" 9'-0" — 8'-0" 10'-6" — 26 8'-0" 10'-6" — 9'-0" 12'-0" — T-6" 10'-6" — 9'-0" 12'-0" — 28 9'-0" 12'-0" — 10'-6" 13'-0" — 9'-0" 11'-6" — 10'-6" 13'-0" — 30 10'-6" 13'-0" — 11'-6" 14'-6" — 10'-0" 13'-0" — 11'-6" 14'-6" — 32 11'-6" 14'-6" — 13'-0" 15'-6" — 11'-6" 14'-0" — 12'-6" 15'-6" — 34 13'-0" 15'-6" — 14'-0" — — 12'-6" 15'-6" — 14'-0" — — For SI: 1 inch=25 4 mm,1 psf=47 88 Pa 'Table is based on simple span,uniform loading of 40 psf(live)and 15 psf(dead),joist spacing less than or equal to 24 inches and reference design shear values ZFor multiple span or concentrated loads,shear at the hole location must not exceed what a uniform load would produce in a simple span at the distance shown in the table 'Where more than one hole is desired,the length of web between holes must be equal to twice the greatest dimension of the largest hole "Flanges may not be cut or notched 5A 11/2-inch-diameter hole may be cut anywhere in the web 'See Figure 2 in this report for details Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 10 of 18 Web stiffener Small Gap when required for 118"min. end bearing (see Web stiffener required 1/4"max. Table 2) when load to joist exceeds 1000 Ib t Small Gap 2 min. Nails 4"max. Tight Fit Tight Fit Web stiffener when 2"min. required for intermediate 4"max. bearing (see Table 2) Structural Panel Web Stiffener 1"thick x 2 5/16"wide for 1.5"x 2.5"flange 2x4 lumber(vertical)for 1.5"x 3.5"flange Web Stiffener Fastener Schedule Joist Depth Minimum Required Fasteners 91/4"- 117/8" 3-10d(3"x 0.125") 14"-24" 5-10d(3"x 0.125") FIGURE 1—WEB-STIFFENER INSTALLATION REQUIREMENTS Minimum Distance— Minimum Distance Mzmum� Mmimum Distance Distance i O ❑ ❑ I I � i D, 2 x DZ L LZ 2 x Lz ►�L, 1 Yz'hole J max Minimum Distance FIGURE 2—HOLE-IN-WEB REQUIREMENTS Joint Evaluation Report ESR-1144 Most Widely Accepted and Trusted Page 11 of 18 1/2-inch-thick Gypsum Board Attached to Web Floor Sheathing(A) ----- 1/2"Gypsum Board(C)-- --- Fastener (A)Floor Sheathing: Materials and installation must be per Section R503 of the 2015 or 2012 IRC B I-Joist: Installation per Section 4 0 of this evaluation report Minimum flange size of 1 5 inches x 2.0 inches Minimum web thickness of 3/8 Inch. (C)'/2-inch-thick Gypsum Board: Materials (entire length of I-joist)per Section R702 3.1 of the 2015 or 2012 IRC (not required to be finished with tape and joint compound). Fasteners: Min. 1-inch-long screws (Type W or Type S) or nails installed 1 Inch from edges and 16 inches on center,top and bottom Fasteners may be staggered from top to bottom. Installation Requirements at Web Holes I-Joist Web7/ OR 1/2°Gypsum Board(C) I-Joist Web Note: At hole location, fasteners must be Installed 1 inch from the edge of the gypsum board and horizontally spaced a distance equivalent to the hole width/diameter plus 2 inches. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 IRC Section R501 3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Floor Sheathing(A) w•e+, Woist(B)-• a Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302 13 or 2012 IRC Section R501 3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection. `— Floor Sheathing(A) 41 u `- - - --— Automatic Sprinkler System(D) - ---- - (D)Automatic Sprinkler System. System in accordance with Section P2904 of the 2015 IRC or 2012 IRC, NFPA 13D, or other equivalent sprinkler system. Note. Per 2015 IRC or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only in buildings not required to be equipped with a residential sprinkler system Check with the local building official for specific jurisdictional requirements. For SI: 1 Inch=25.4 mm FIGURE 3—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS 1 AND 2,AND EXCEPTION 4;'/2-INCH-THICK GYPSUM BOARD ATTACHED DIRECTLY TO WEB Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 12 of 18 1/2-inch-thick Gypsum Board Attached to Sides of Flange - ---- Floor Sheathing(A) --— -Joist(B) -- —'� 1 1/2'Gypsum Board(C)-- ------------ Fastener (A)Floor Sheathing:Materials and installation must be per Section R503 of the 2015 or 2012 IRC B I-Joist: Installation per Section 4.0 of this evaluation report. Minimum flange size of 1.125 inches x 1.75 inches Minimum web thickness of 3/8 inch. (C)1/2-inch-thick Gypsum Board: Materials (entire length of 1-joist)per Section R702.3.1 of the 2015 or 2012 IRC (not required to be finished with tape and joint compound). Fasteners- Min. 1-inch-long screws (Type W or Type S) or nails installed 1/2 inch from edges and 16 inches on center,top and bottom. Fasteners may be staggered from top to bottom. Installation Requirements at Web Holes --------- ---_--_ I-Joist Web pR 1/2"Gypsum Board(C) I-Joist Web Note At hole location, fasteners shall be installed 1 inch from the edge of the gypsum board and horizontally spaced a distance equivalent to the hole width/diameter plus 2 inches. Maximum spacing shall be no more than 8 inches on gypsum board above and below the hole. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302 13 or 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Floor Sheathing(A) n I-Joist(B) Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection La: ��-- Floor Sheathing(A) —� 3 --- I-Joist(B) - i - —- Automatic Sprinkler System(D) (D) Automatic Sprinkler System, System in accordance with Section P2904 of the 2015 or 2012 IRC, NFPA 13D, or other equivalent sprinkler system. Note: Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only in buildings not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements. For SI: 1 inch=25 4 mm FIGURE 4—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501 3,EXCEPTIONS 1 AND 2,AND, EXCEPTION 4;'/2-INCH-THICK GYPSUM BOARD ATTACHED DIRECTLY TO SIDES OF FLANGE Joint Evaluation Report ESR-1144 Most Widely Accepted and Trusted Page 13 of 18 Mineral Wool Insulation —Floor Sheathing(A) -- ' — I-Joist(B). __._ Mineral Wool Insulation(C)--•- -- (A)Floor Sheathing: Materials and installation must be per Section R503 of the 2015 or 2012 IRC B I-Joist. Installation per Section 4.0 of this evaluation report. Minimum flange size of 1.125 inches x 2 0 inches. Minimum web thickness of 3/8 inch. Maximum center-to-center spacing of 24 inches. (C) Mineral Wool Batt Insulation: 3-inch-thick, minimum 2.5 Ib per ft3 mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 6 inches from ends of batts The insulation width must be a minimum of 151/4 inches wide when installed between joists that are 16 inches on center or 23 inches wide when installed between joists that are 24 inches on center. The insulation batts must be properly located on,top of the I-joist bottom flange and and installed without gaps between individual batts Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Note. insulation may be required for energy code compliance purposes;check with the local building official for specific jurisdictional requirements. �— Floor Sheathing(A) —� - 1-Joist(B) Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection. Note. insulation may be required for energy code compliance purposes;check with the local building official for specific jurisdictional requirements Floor Sheathing(A) —- - - I-Joist(B)---- - -L - — Automatic Sprinkler System(D) ---- (D) Automatic Sprinkler System- System in accordance with Section P2904 of the 2015 or 2012 IRC, NFPA 13D, or other equivalent sprinkler system. Note: Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only in buildings not required to be equipped with a residential sprinkler system. Check with the local budding official for specific jurisdictional requirements For SI: 1 inch=25-4 mm, 1 Ib/ft3=16 kg/m3 FIGURE 5—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS 1 AND 2,AND EXCEPTION 4;MINERAL WOOL BATT INSULATION Joint Evaluation Report ESR-1144 Most Widely Accepted and Trusted Page 14 of 18 Ceramic Fiber Blanket Attached on Web /—Floor Sheathing(A)—� Worst(a) Ceramic Fiber Blanket(C)—'- I X_ _ > x'as: \ I-Joist •--"X"Cut in Ceramic Fiber Blanket for Web Hole Cut (A)Floor Sheathing: Materials and installation must be per Section R503 of the 2015 or 2012 IRC. B I-Joist Installation per Section 4 0 of this ESR report. Minimum flange size of 11/2-inch-thick-by-25/,6-inch-wide. Minimum web thickness of 3/8 inch. (C) Ceramic Fiber Blanket. 3/4-inch-thick, minimum 4 Ib per ft3, Me( Guo International, LLC (USA) FlreBreako proprietary ceramic fiber blanket made of aluminum oxide and silicon dioxide (ASTM C892 Type III compliant) is attached directly on web as shown with two rows of 7/e-inch-long crown staples installed staggered at 8 Inches horizontal on-center spacing. The maximum vertical staple-to-staple distance between two rows of staples must be 3 inches with additonal rows of staples added as necessary for I-foist depth greater then 91/2 Inches. The ceramic blanket must fill the web space with no gaps, and contact both Inside flange faces to protect the web. Joist spacing up to 24 Inches on center Is allowed. Holes should be 1 inch larger than service dimension, and an "X" cut in the ceramic fiber blanket on both sides to allow wire/pipe/duct to pass through. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Note' insulation may be required for energy code compliance purposes; check with the local building official for specific jurisdictional requirements Floor Sheathing(A) -- - - ]-Joist(B) ---- -- x}".c Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302.13 or 2012 IRC Section R501 3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection. Note: insulation may be required for energy code compliance purposes,check with the local building official for specific jurisdictional requirements. — Floor Sheathing(A) [-Joist(B) i i -- -— -- - Automatic Sprinkler System(D) (D) Automatic Sprinkler System: System in accordance with Section P2904 of the 2015 or 2012 IRC, NFPA 13D, or other equivalent sprinkler system Note- Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system Check with the local building official for specific jurisdictional requirements. For SI: 1 Inch=25 4 mm, 1 IbIft3=16 kg/m3 FIGURE 6—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS 1 AND 2,AND EXCEPTION 4; CERAMIC FIBER BLANKET ATTACHED DIRECTLY ON WEB Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 15 of 18 Drop-in Gypsum Board (A)Floor Sheathing . ....- ..�-.-..--.....-..--..-.�Y.-.-. \ (B)I-Joists Joist Spacing (C)Gypsum Board (A)Floor Sheathing Materials and installation must be per Section R503 of the 2015 or 2012 IRC. B I-Joist: Installation per Section 4 0 of this evaluation report Minimum flange size of 1.125 inches x 2.0 inches Minimum web thickness of 3/8 inch.The maximum I-joist center-to-center spacing is either 19.2 inches or 24 Inches. (C) Gypsum Wallboard Drop-In Panel For 19.2 inches maximum ]-joist spacing, one layer of minimum 1/2-inch-thick gypsum wallboard must be used For 24 inches maximum I-joist spacing, 1 layer of minimum 5/8-inch-thick gypsum wallboard must be used Gypsum wallboards must comply to ASTM C1396 for gypsum wallboards. The drop-in panel Is Installed on the top surface of the bottom flange Mechanical fastener or adhesive attachment to the top surface of the bottom flange Is not required. A maximum gap of /16 Inch between the edge of the gypsum and the I-joist web shall be permitted. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations on I-joist web shall be permitted. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302 13 or 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Note- insulation may be required for energy code compliance purposes;check with the local building official for specific jurisdictional requirements. Floor Sheathing(A) --- �� { J I-Jolst(B) Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC R302 13 or 2012 IRC Section R501 3.13, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection. Note- insulation may be required for energy code compliance purposes;check with the local building official for specific jurisdictional requirements LRJ 11 '— Floor Sheathing(A) I-Joist(B) Li —---- - Automatic Sprinkler System(D) - - (D) Automatic Sprinkler System System In accordance with Section P2904 of the 2015 or 2012 IRC, NFPA 13D, or other equivalent sprinkler system. Note. Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only In buildings not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements. For SI: 1 inch=25 4 mm FIGURE 7—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS 1 AND 2,AND EXCEPTION 4;DROP-IN GYPSUM BOARD Joint Evaluation | Most WIdely Accepted and Trusted Page 16 of 18 FimBreahHOSTM Floor She* (A) I-Joist(13) FireBreak HITS(C) (A)Floor Sheathing- Materials and installation must beper Section R5O3ofthe 2O15or2012IRC (Q) I-Joist: Installation per Section 4.Oofthis evaluation report. Minimum flange size of1.5inches x2.81inches Minimum web thickness of�/8inch.24inch oncenter maximum spacing. . consists of one layer of oonomiu fiber board covered with one layer of intumescent paper adhererd to the ceramic fiber board. The FireBreak HITSTM is glued to the I-joist web with the intumescent paper permitted not to be adhered to the top surface of the bottom flanges and the bottom surface of the top flanges ofkjnisto. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 /RC Section R501.3. floor assemblies located directly over a crawl space not intended for storage nrfue|-Omd appliances do not require additional fire protection Note- insulation may be required for energy code compliance purposes;check with the local building official for specific jurisdictional requirements ,S6eothin (A) ---' K |'Jmst(a) Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Gouunn R302 13 or 2012 IRC GooUon R501.3. floor assemblies located directly over space protected by an automatic sprinkler system do not require additional fire protection Note: insulation may be required for energy code compliance purposes;check with the local building official for opocifinjurisdictional requirements. / Floor Sheathing(A) Automatic Sprinkler System(D) (D)Automatic Sprinkler SVstem: System maccordance with Section P2804ofthe 2015IRC or2O12IRC, NFPA13D. orother equivalent sprinkler system. Note Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only in buildings not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements For SI: 1inch=25^4mm, 1 |b/ft3= 10kghnn FIGURE 8—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS I AND u.AND EXCEPTION 4;FIREBREAK mTo= Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 17 of 18 Factory-Applied Thermax m Sheathing Board - I— Floor sheathing 3/4°Thermax"'Sheathing Board (A) Floor sheathing: Materials and installation must be per Section R503 of the 2015 or 2012 IRC B Hoist: Installation per Section 4 0 of this evaluation report. Maximum 24 inches on center spacing. Minimum flange size Of V/2 inches thick x 21/2 inches wide. Minimum web thickness of 3/8 inch. (C) Factory-applied proprietary Thermaxrm Sheathing Board: One layer of 3/4-inch thick ThermaxTM Sheathing board conforming to ICC-ES ESR-1659 is adhered to each side of the I-joist web in accordance with the in-plant manufacturing standard. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 IRC Section R501 3, floor assemblies located directly over a crawl space not Intended for storage or fuel-fired appliances do not require additional fire protection. Note: insulation may be required for energy code compliance purposes, check with the local building official for specific jurisdictional requirements. --- Floor Sheathing(A) - - ��------- I-Joist(B) ----------- - Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302 13 or 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection Note: insulation may be required for energy code compliance purposes,check with the local building official for specific jurisdictional requirements Floor Sheathing(A) f _�________• I-Joist(B) Automatic Sprinkler System(D) (D) Automatic sprinkler system: System in accordance with Section P2904 of the 2012 and 2015 IRC, NFPA 13D, or other equivalent sprinkler systems. Note: Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be Installed only in buildings not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements For SI: 1 inch=25 4 mm, 1 Ib/ft3= 16 kg/m3 FIGURE 9—FIRE PROTECTION:2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3,EXCEPTIONS 1 AND 2,AND EXCEPTION 4;THERMAXTM SHEATHING BOARD Joint Evaluation Report ESR-1144 1 Most Widely Accepted and Trusted Page 18 of 18 Gypsum Board or Wood Structural Panels Attached to Bottom of Flange r------ Floor Sheathing(A) I-Joist(B) —- -- 1/2°Gypsum Board -- ' Or 5/8°Wood Structural Panel(C) (A)Floor Sheathing: Materials and installation must be per Section R503 of the 2015 or 2012 IRC B I-Joist: Installation per Section 4.0 of this evaluation report. Applicable to all flange sizes described in this report. Minimum web thickness of 3/9 inch. (C) 1/2-inch-thick Gypsum Board: Materials and installation per Section R702.3.1 of the 2015 or 2012 IRC or equivalent. Gypsum Board not required to be finished with tape and joint compound; or 5/8-inch-thick Wood Structural Panel: Materials and installation per Section R503.2 of the 2015 or 2012 IRC, or equivalent. Wood Structural Panel not required to be finished with wood filler or sanded. Note: Per Exception 3 of 2015 Section R302 13 or 2012 IRC Section R501.3, portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet per story. 2) Fire blocking in accordance with Section R302.11.1 of the 2015 or 2012 IRC shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. Crawl Space Exception Per Exception 2 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require additional fire protection. Floor Sheathing(A) --- -- -I-Joist(B) Automatic Sprinkler System Exception Per Exception 1 of 2015 IRC Section R302.13 or 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require additional fire protection. Floor Sheathing(A) -- ---- —I-Joist(B)-- — Automatic Sprinkler System(D) (D)Automatic Sprinkler System: System in accordance with Section P2904 of the 2015 IRC or 2012 IRC, NFPA 13D, or other equivalent sprinkler system. Note: Per 2015 or 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only in buildings not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements For SI: 1 inch=25 4 mm FIGURE 10-2015 IRC SECTION R302.13 OR 2012 IRC SECTION R501.3 FLOOR ASSEMBLY DETAIL DISCLAIMER APA Product Report° is a trademark of APA - The Engineered Wood Association, Tacoma, Washington. ICC-ES Evaluation Report is a trademark of ICC Evaluation Service, LLC(ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES, nor APA or its members make any warranty, expressed or implied, or assume any legal liability or responsibility for the use, application of, and/or reference to opinions, findings, conclusions, or recommendations included in this report The joint ICC-ES/APA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Consult the local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because neither APA, nor ICC-ES, has any control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed 1SE _C_ASCI�DE'.t' ;v FIDE Boise Cascade :.101ST ;S�LUT�1'O'NS. a Engineered Wood Products FOR- BA EtUIEII'1' Great products are only ft beginningp Fire A ernbraneJoi-'t:'_(AJS°'24--FMJ)-One=Step; Fire'-Solution(� MAR 1 1 2 .fir J, TOWN OF S , FEATURES - -_- -- - - . ' - � BENEFITS ' to - r • No specific top and bottom orientation to help assure correct framing every time. • Web holes may be cut the same as with non-protected joists. CONSTRUCTION-FRIENDLY • Non-corrosive to fasteners. • Has met stringent durability standards required by the building code. • 2x4 flange means longer,stronger spans;wider nailing surface. ARRIVES T THE JODSITE READY TO INSTALL {AJS°24 FMJ is ready to be installed when . Met ICC-ES°acceptance criteria for fire protection of residential floors. CMET7 _ ICC-ES@ ACCEPTANCE CRITERIA Code approved thru ICC-ES°ESR 1144.AJS°24 FMJ has passed the E119 fire test as required to establish equivalency to dimension lumber joists. LIGHTER THAN DIMENSION LUMBER AJS°24 FMJ is lighter than the equivalent 2x10 or 2x12. IN STOCK AT LUMBERYARDS + Contact your dealer for pricing and other product details. AJS®24 FMJ Design Properties End Reaction[lbs] Intermediate Reaction ' Joist I � --- "� "_.,.,�..-,.._�...,.•f � � �i s s 1/: Bearing 3 2"Bearing 3Y2"Bearing; 5/< Bearing Joist Depth Weight Moment EI x 10 K x 10 Shear —`- — _ __7- Series Series [inches] [plf] [ft-lbs] [Ib-ins] [lbs] [lbs_] No WSJ'!' WS(2) INoWS(I)l WSM No WS(')' WS(2) fi No WSM' WSP 9'/" 3.4 4005 270 5.3 1160 950 1240 1175 1480 2600 ; 2850 2600 2850 i 11'/" 1 3.7 5190 457 6.7 11490 1 955 1335 l 1215 j 1595 2690 3190 j 2690 3190 AJS®24 62 14" j 4.0 650-' 670 X7.9 1790 1 960 ! 1420 1250 ' 1700 2770 3500 2770 3500 16" 4.3 7245 911 9.1 2065 1 970 1500 1285 ' 1800 1 2850 3800 ! 2850 3800 Notes: (1) No web stiffeners required. (2) Web stiffeners required. AJS®24 FMJ Residential Floor Span Table (40/10 psf Loading) THREE STAR L1480 FOUR STAR L1960 � catmoN`,I AMINIMUMuowEDsvcoDEE�s Joist -'---._'--_, �-----"._ _--_.—.__-- -------- ------ -- E�,£��•.�_:,��:_;;,. Depth i,,12"o.c..'. 16"ox.' :19.2"o.c.- 24!'o 12"o.c. 16"o c. 19.2"o.c. 24"o c 12"o.c 16"o.c. 19.2"o.c.,'24"o-c. 9%2' 119'-11": 18'-2" ! 17'-2" 15'-11" 15'-6" i 14'-1" j 13'-3" 12'-4" 22'-0" 20'-1" 19'-0" 17'-5" ! 11'/" 231-8" ; 21'-7" ; 20'-4" 18'-3" 18'-6" ; 16'-10" ; 15'-10" : 14'-8" 26'-2" 2T-11" ! 22'-2" 18'-3" 14" 26'-10" 24'-6" 4 22'-11" 18'-4" 21'-0" 19'-1" 18'-0" 16'-8" 29'-8" 26'-9" 122'-11" 18'-4" 16" i 29'-9" ! 27'-2" ; 23'-2" 18'-6" 1 23'-3" 21'-2" 19'-11 18'-6" 32'--11" ; 27'-10" ; 23'-2" 18'-6" -A, 5 .1 06/15/2017 f�•: . 2Q15IEC�Cemt�tleati* ids�4tep 1� iil.A'x^ NY , f '• "oz.s_�,»t,. •AbtWOra ie Wj-h R,2A.F.t+er-,.fig , fhw lam?FR sa TJ- &A, ,L':et�i ;'t1:5 GYt43i/®294 ACAQW, c •�6Lse ". Reay_. Tata.C+ct SA to 3$ct!k".4.n,.•m E Wi'l�e '+SBVl13a 3iy ffi*.: tin A3'.• lrpc PS°E 7 i - EW,,' Y'ORI< 13WLDING. " ,;. " •• . . IT,ECHNO'LOG'Y a _ G,ROUP, Affidavit Of 2015 IECC Compliance Date: 1/28/2019 Inspection Address: 700 Deephole Dr., Mattituck NY 11952 This is to Certify that on 1/28/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: Conditioned Floor Area: 1 22611 1 Blower Door Test Result: 1033 Conditioned Volume: 1 1 21264 ILeakage in ACH50: 2.91 402.4.1.2 2015 IECC Compliance:I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Main Leakage CFM@25: 32 Supply R-value: 8 Return R-value 8 System 2: Up Leakage CFM@25: 52 Supply R-value: 81 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 84 CFM@25 Leakage Limit: 1 90.4 ICFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. _ and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com New York Budding Technology G • 159 Rt.25A, Bldg. 1 Su NEW YORK e� IB C14MOLNG Miller Place, NY 1' r c c++M a+o G Y Tel.(631)495-0289 Fax(631)389-: GNOUP Combustion Safety Testing Form Certified Home Address: 700 Deep Hole Dr City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Gruhill Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# i of Location of this CAZ: Basement ((Ise additional forms f more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 01/28/2019 Outdoors Temp During Test: 31 OF CAZDepressurizationNote:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES:Tested 1/28/2019 eating System Primary:Yes x No Tyae:Furnace Boiler X Heat Pump Other Efficiency Fuel TvpeZ t Sn I Ventine Tvpe3 Draft illaee Sin llaee CO CG (Pascal) (Worst Case atural orst Case atu+ Ratin :94 AFUE N P x 0 E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA I Primary:Yes X Type: Standard Tank_Indirect_Tankless_ Size:_ Sty1e4 Common Ver Water Heater No Instantaneous x Commercial—(See Note S below) (Gallons) Stand Alonc E tcienc Fuel 7VPe2 Denting TW Drat S illa a Sin!laze CO ' CL Pascal (Worst Case atural (Worst Case Natw EF: 9s N P x 0 E N M S x NA Pa Pass X Fail Pass X Fail NA PPM NA I Oven Oven is Electric or No Oven Exists Z Oven Range Hood Vented to Outside Yes_ No_ Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM lHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3 venting Type: N=Natural/Atmosphenc V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum'-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: _ Rater Number: Rater Signature: Date: Feb 05, 2019 ruhtji, V i D CONSTRUCTION CORP. , MAR 1 1 2019 P.O. Box 718, Bauer Ave. a Manorville, NY 11949 (631) 874-2066 a Fax (631) 874-9060 ^� Towiq OJF soaoi"� To: Town of Southold 2/27/2019 Re: Bldg. Permit# `f0L0La6 700 Deep Hole Dr., Mattituck I, Dorothy Procopio, Vice President of Gruhill Const. Corp, general contractor of the new home built at the above address do hereby affirm that we will take measures necessary to comply with Sec. 236 Soil Stabilization code as soon as weather and ground conditions become conducive to such work. We expect to complete such work no later than the middle of May, 2019 and will contact the proper agency of Southold Town for inspection at that time. Yours Truly, Dorothy Procopio, Vice Pres. Kelly Page-Gorycki Notary Public, State of New York Qualified in Suffolk County No 01 PA6306634 Commission Expires 06 23 20 a� aim 1 • ' • ' • ii FOUNDATION �^ % 1PIZ - L� FOUNDATION (2ND) ROUGH FRAMING& PLUMBING =AM nol " 'M ' 71 I STATE ENERGY CODE .rj/21""A rip Fr I . jM ZKOW 112, SRI r ADDITIONAL . 99,311i WMAM r � •'` � ' � � _ /moi�'� ,Vy _ � j �. [Til .o -I IR-M ROW Rqd"W 1, .1` i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_0 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: 0 C�(Lc�C�2�y ,d6�L Disapproved a/c C L4 LI/ta�J('r l I ga33 Phone: N (931 Expiration '20 P,7\r7 DOAPPLICATION Buil ector Dov g zo�1 FOR BUILDING PERMIT - Date � ( (y�� , 20 1-7 INSTRUCTIONS ®_ OLD se a.T %4p9iffaRMST 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 commenced 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 of 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 issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or -Regulations,for the-construction of buildings, additions, or alterations or for removal or demolitio as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code d egulations, and to admit authorized inspectors on premises and in building for necessary inspections. % �l Si aty re of applicant or name,if a corporation) i y AC ;cOg (A) , Ctil-U�R�0A �` 91 i33 (Maili g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises e4-AliCK i��n1�� J _ PVJ 6� Ld .A - -- (As on the tax roll 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 oposed work will be done: .7 OD a��i L� `a�21 UL nn A i, (U e-, House Number Street Hamlet County Tax Map No. 1000 Section 5 Block 1 Lot I Subdivision 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 1//y f1/11 t I-O j b. Intended use and occupancy 3. Nature of work(check which applicable):New Building y _Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Lq 5b, CDC) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 0 U4- If garage, number of cars I a �T 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth ' k+ c ..•r •L v i Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_K_ 13. Will lot be re-graded? YES NO )� Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. f 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES--)(--NO �9 IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE 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. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this properly? * YES NO /Y * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 54�1V_j �(A-e-GkC LA Ptnc� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (",-/0 C p� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworr�,t before me this C'� aylof WV bff 20/-/ tary Public Signature of Applicant EVE L.GATMCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec,24,200D 0� A _Wk150M1=W_ Q &: 'L. ' --TRUSTEES BOARD,OOF:SOUTHOLDTOW N SOUTHOLD'NEWYORK" "', PERMIT NO. 8978 DATE: MARCH-22,2017 ISSUED TO: � , PrETER.HAACK q , L U, I Vd 4"!' o'rj PROPERT-,Y,,ADDRESS,:,;700,-,DEEP,,-HOLE.DRI.VE;�,M-ATTlTi.UCK 4 SCTM#.1000-115-1,2-10 410THORIZATIOTS ":,",%1I "I , -A), Town Code,of the Town,of Southold and inPursuant,4o the,provisions of Chapter 275 of,the "Resbldti6fi ot the.-Board o1.TW§te6§'idopteddtth6 ifi&6ting'hd1drs _bdMar'c'h'22,"�O 17,and in accoTdanceLxYlin the 4-?'r W-W) -f'j1'1j'Y1D dn`Wlapplicd�i um of$250.00*,paid'by'Pe er-flaadtand subj&t'f&;ih6 Temis and consi ldli' o&fee i&i'§,, ,, i Conditions st'a"t'61U)in I&D 'Resolution, the Southold To4098W 4 0 �ermits the following: lo -Vd' �.)d! W6tlhiid Fermi o-construcua two:46VydWillift and attAch0,&gai"age,With k-fbotprffit of • Wt ,,ji369sq.,ft.;,constr-,uct,,,a-,9,4sq.ft:�deek4againstitffc--teit.wAtd-,gi'de;bfldw-6Hing•,lmstaI n sanitar, t,4�_g _..... .y "'system landward,?,f-dwelling; install,gutters i6jeaders,to.drywelIs to contain roof runoff; and to install1adri*eway;4and,as p August 15,2016, and,stamped approved,on March 22,2017, A 0, "I D "iEk-E-4,the,,, d Board of Trustees hereby causes its Corporate Seal to be afffixed, IN'' WHEREOF, sai H" IV Vx JnIOV11 tow, H. i fT e.4 Com : A. Nicholas Krupski Absent �a"Urj-i5ii Ir'': 12,75,'l��'L'T T ri::-.' 7 J: X i"�, f Michael J.Domino,President ��Q1 so Town Hall Annex John M.Bredemeyer III,Vice-President �® �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 Co A_Nicholas Srupski � Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 prll�' FEBOARD OF TOWN TRUSTEESMAR 1 9 2019 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE TOWN OF SOUT. 0Z D # 1562C Date: March 12,2019 THIS CERTIFIES that the construction of a two-stow dwelling and attached garage with a foo Tint of 1369s .ft.• construct a 94s .ft. deck against the seaward side of dwellim.install anew ; sanitary ystem landward of dwelling,• install gutters to leaders to dtywells to contain roof runoff;and to install a driveway; At 700 Deep Hole Drive,Mattituck Suffolk County Tax Map#1000-115-12-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated JanuaW 13 2017 pursuant to which Trustees Wetland Permit#8978 Dated March 22,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-stoiX dwelling and attached garage with a footprint of 1 369sq_ft• construct a 94sq ft deck against the seaward side of dwelling; install a new sanitary system landward of dwellin • install gutters to leaders to dDmells to contain roof runoff-, and to install a driveway. The certificate is issued to Peter Haack owner of the aforesaid property. 4 Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY-0 Stony Brook.50 Circle Road,Stony Brook.NY 11790 P:(631)44403651 F:(631)444-0360 wyrw.dec.ny.gov LETTER OF NO JURISDICTION January 19, 2017 Mr. Peter Haack 104 Gregory Way Calverton, N.Y. 11933 Re: UPA#1-4738-03552/00002 Facility: 700 Deep Hole Dr., Mattituck, N.Y. SCTM# 1000-115-12-01 Dear Mr. Haack, Based on the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot contour line, as shown on the survey prepared by David H. Fox last revised 12/7/2016, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. (DEP- ARNO) Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such , precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. ;S' c eIy, usan V. Ackerman Deputy Permit Administrator cc: Shawn M. Barron, BMHP, file r-11bewvoaac Departmentof STATEOF Environmental OPPORTUNITY Conservation Scott A. Russell d°Su '� ST(0)][b..MWA\T]E]R . SUPERVISOR �' MA\lam A\(Gr]EM]EN7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 'own of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET Nov 2- 0 2 1 (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWINCa: Yes No (CHECK ALL THAT APPLY) ❑® 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 within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site-preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[Z] E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. V10 F. Installation of new or resurfaced impervious surfaces of 1,000 square 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 Tag 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 wit�your Building Permit Application. _ APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: q �I District �y j� NAME: 4AC _1 � � e✓-v Q,00 D 0 o-6)o 0 /��l7 B Section Block Lot i 14 4 3► 9rZ_q i y?9 "FOR BUILDING DEPARTMENT USE ONLY 1 ContaM Information G /--A% —7 9 3 Reviewed By t"^� ( Property Address/Location of Construction Work. — — — — — — ❑ Approved for processing Building Permit. -700 �)ECP 1` D L.0 D a i V i� Stormwater Management Control Plan Not Required. rm A-: TI Tuck Y�(/ �� T J Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 M APPLICANT S-CT.M. `: 1000 CILAPIisles 236 (prop"Omar.uatgt,ProtasboaL+fit.Contractor.Odw) ••••�•�•A — — we, :aJ at2, � rpl 0.01Stomwater Management Control Plan CHECK LIST NAME- +`vac yo ;^ 1� Section ekck UA S M C P -Plan Requirements Provide ONE copy of the Building Permit Appluation- Date. * The appllrmtt mu,l prrn•ale a Complete Explanation and/orReason fey'nal providing1192114 ®0( BOJ i all information that has been Required by the following CheeklfsO I. A Site Plan drawn to scale Not Le.-.ti that 60' to the inch MUSTYE Ivo NA if You answered No or NA to any Item, Please Provide JusttfieatDon Here' show all of the following items If fou need additional room for explanations, Please Pro%Ide additional Paper. a. Location& Description of Pro rig Boundaries Ix Total Site Acreage. c. Existing - Natural & Man Made Features within 500 LJ'- DRAINAGE of the Site Boundary as required by §Z1*-I 1('X2) E REQUIRED d "fest Hole Data Indicating Sod Characteny tc.•&Depth to(,round Nater Backf.,,ontact T-05 Engineering a t 765-1560 hefOre e. Limits of Clearing& Area of Proposed Land Disturbance- t►, IR Provide Engineer's f. Exist ing & Proposed Contours(if the Site ununum z inic%ai_s1 that a drainage has be g. Location of all existing& prorx)sed structures, roads. driveways,sidewalks,drainage improvements& utilities- ` h Spot Grades& Finish Floor Elexations for all existing Rt proposed structurewi. U '3 DEC 2017- 1. Location of proposed Swinlrrung Pcx>I and discharge ring. p Opp„ 1 Location of proposed Soil Stockpile Area(s). k Location of prulxxsed ConMruelkoo Entrance/Staging Ar6W. I. Location of pro22. concrete washout area(s). N 0 cdrJ 6rZ ®WC+1&S® �� m. Lex:ttion or all proposed cioskm&�,rdtrnellt control measure,. 2. Sior timate, Management Control Plan in n-;1 unclutk•C aieulattons showing FROSION & SEDIMENT CONTROLS that the eta mwater improvement,are to capture.gore.and infiltrate on-site the run-vrff InKn all mlper%lou--urfacca,generated bs a two T)inch Shall inal-do but not be limoted WE' rainfall/slorm e-.enl t Wire Backed Silt stabilization & 3 Details&Sectional Drawings inr sininmater practtcr�are required forapprnval- Fencing, Items requiring details shall Include but not be limited to. a ing of exposecl an or inac lve sot .— a. Erosion&Sediment Controls b Construction Entrance&Site Acte%,. e Inlet Drainage Structures le s catch ba;m,, Irench dram,etc 1 7F=fzl d. Leaching Structures te.g mfiltratuan ioasins,s%aleti.etc) •:�:f=f)R l;NGINELKI C EP M N SE ONLY I Additional Information is Required. Re--�„ed & I Stormwater Management Control Plan is Not Complete. Apprrned B%- 1 — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan Is Complete. Date. Z -_� SMCP hay been appro\ed by the Engineering Department- s _ -- i BUILDING DEIN E11T-Sectrical kispeclair (� Town Ball Annex-54375 Main Road-M Box 1179 1 Southold, Now York 1197143959 Telephone(631)765-1802-FAX(631)765-9502 AUG 28 -2 MgerAchwt I townsouthold.Mus "nDWG DEPT- APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY.- For,a„ 1 A Date: le 12,1) l� Company Name: Name: L">cense N®. qS3s�l-M r email: (�r�'w, H a c S I-eGl �' Address: 0� a� o��c,H� �v -0431 Phone No.: r,'31 -3,C 6—.--"t o8 JOB SITE INFORMATION: (tom k*matfmn Rego ) Name: A,,CA Address: - 200 Die aka: l 14- Cross tiCross stwt « Sawk 1Phone No.: 1311dg.Permit� y2 21.6 email: Tax Mala 1000 " n: alocic Lot: 'p BRIEF DESCRIPTIONy OF WORK(Please Print Clearly) - (,d i Co'!21 o w0 Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On 6empnformation: (AU.S'®e1 Ph)3 Ph Sias: )-v0 A f#deters, 8 @ ter##rVI Fire - Reconnect-Sendce nec ted- m u -Ov groemd Laterals 1 2 H f=rame Pole Work done on ce? Y N Additional.'lnformation: PAYMENT DUE WITH APPLICATION 82-Request for Inspecdon Form ads I O�St1FF0(,�ell Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road _—Z t Fax(631)765-9502 P. O. Box 1179 `�'SoGttrold;NY'�17"9"971=0959 s• `n"r - - - BUIL-DING-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: d 4 N,3y I Owner: HAA C_ 3 ' t*j®tt J ^I_j Q Lj Location of Pro e 1� ,7„ p ri y: (-b c.� 17�- • `V1 A:--(�l T tC Please take notice that the (check a licable,line): r . New commercial o residential tructure 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- pplile line)- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra ing (FR) Signature: U � Name (person submitting this form): � (fir Capacity(check applicable line): X, Owner Owner representative TrussReg15.docx Effective 1/1/2015 r 4 t • Tr *� ��t•>! wry, r it:—s •'"{f,r• "��'+l'��3 i'"J fi"4-,•��yr,�.7,�i �'7nC„- .�,�p;t� 3'�<y� .Tyre .J��`� � � ?'�'f,•i�'� Ai"�, ?.'S,?,rrl: ""*..F'i+ 1.t�,�..�yLp�rt�i�1�FM• Y��S��J `�w �, �.:-Fes,...t r• �-� ,'ty.."ti'7trsd SF i� �'a„`i`�+'LN" n..ca{•.�*. z i��Cn M°•Sf^t,si`r.�'J ""'ri.�s,ssr x„�K �T�•x r. �'rt 5.p I r3+- ..',d!�s.-r,4rJ"r4.�M'�ki 1.ti' �'�. mss' ,iy�' �t-""7 f Y�'�L y%:c`:•�'�'w'M� �f �"^:i��ri yya{r� ��f��T� rs'"� � �'�si�k rid�✓L.�r�Ss�s ,'�.1�'xi'�ti;��%z {'�`� : �, R�;Z-mm",� r ': I .� F-ty'•fi'�rvx'1�rh � yr il �it G •�� Y3 tc�"`;*;�'��" • ��--,, '� Zrr��3 i•, ' ��~ Tt�t�t�- '�.lrs�„�?. t'}•�r-t biz �.ka�S�y.sr'4!��i fy.,, I s s • �.�a•^rX �'p *•t�,,.��r�'''x�5�� f�i.:� "•5,'i'::. `s.'; ;'� t a" ne x'�a•'�-�'T�^'�f:�c"� F'• 2 .—F •yYe.• h��t � � "S��' ��'�� !'s.�h��l�y� :.4�}2i4� JF••- s��c4. � e�:F',�x�"3s.un•x r•rr �••.5`nWi r �r �,?�J `-•ntr sc v �Yyt'n +�'«r�¢�,fi.FP7�*��"�i� it a r-'"•�; sM�j�a��"�W'{:?3''� a r'lkcr,"t• .f""' X. .L',a��1�r��"�.�.a Ct' F�1`va �� ! "'�kcrt�i ar_:�:c i�".S"t%jY>5�}�� ty�Y•�t'..r MIX /Y 4 T l'}Sl _M 1 5.31 t(T �.iY �J` .A.` :. �^'7 cw • ra n I " 4s. s5ytt f� JIM • f i c Fidelity National Title nD ( D INSURANCE SERVICES,LLC , DEC 1 2 2017 TITLE NO: F17-7404-106057-SUFF BMDMGO�T• District: 1000 TOWN OF S0UTHOLD Section: 115.00 Block: 12.00 Lot: 010.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Wolfgang Peter Haack and Brenda Josephine Haack,husband and wife and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: 12/04/2017 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC o ' SANDRA J. GOLESKI Sworn to before me this 4th day of December, 2017 B CATAL00 of ry Publi Notary Public,State of New York No. 5037569 Qualified in Suffolk County Commission Expires �lpi 24 Commerce Drive • Riverhead,New York 11901\• (631) 727-0600 • Fax: (631) 727-0606 a% JOE LY.- Fidelity National Title A11RPR INSURANCE SERVICES,LLC TITLE NO. F17-7404-106057-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-115.00-12.00-010.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-115.00-12.00-010.000 James A. Gildersleeve, Sidney H. Gildersleeve and Liber 4073 cp 176 Donald R. Gildersleeve Dated: 2/1'8/1956 To Rec'd: 2/21/1956 William N.Niedoroda and Kathryn Niedoroda, his wife William N. Niedoroda died a resident of Suffolk County on 1/30/1982. Kathryn Niedoroda died a resident of Suffolk County on 8/09/2015. Suffolk County Surrogates File No. 2015/3863, Alan Niedoroda appointed Executor. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. G ESKI 4th day of December, 2017 TC of ry Pubh M4Y g CATALDO Notary Public.State of New York No.5037569 Qualified in Suffolk County Commission Expiresi5-c-P-ko` 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 J , v Fidelity National Title INSURANCE SERVICES,LLC Alan Niedoroda, as Executor under the Liber 12854 cp 691 Last Will and Testament of Kathryn Dated: 1/28/2016 Niedoroda, deceased 8/9/15 Rec'd: 3/02/2016 To Wolfgang Peter Haack and Brenda Josephine Haack, husband and wife LAST OWNER OF RECORD PREMISES NORTH: 1000-115.00-12.00-009.000 James A. Gildersleeve, Sidney H. Gildersleeve and Liber 2992 cp 421 Donald R. Gildersleeve Dated: 9/08/1949 To Rec'd: 9/14/1949 David Newton David Newton died a resident of Suffolk County on 5/17/1991. Robet Uhler, as Executor of the Last Will & Liber 11377 cp 596 Testament of David Newton, deceased Dated: 11/12/1991 To Rec'd: 11/29/1991 Richard K .Frerking and Pamela Frerking, his wife Richard K. Frerking and Pamela Frerking, his wife Liber 12145 cp 260 To Dated: 9/25/2001 John L. Braun and Evelyn R. Braun, his wife Recd: 10/04/2001 LAST OWNER OF RECORD PREMISES EAST: DEEP HOLE DRIVE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. G LESKI 4th day of December, 2017 \�L� Ot PUb11C RY B CATALDO Notary Public, state of New York No. 507569 Qualified in Suffolk County Commission Expires 16-D)-" 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax:'(631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-115.00-12.00-011.000 James A. Gildersleeve, Sidney H. Gildersleeve and Liber 3722 cp 530 Donald R. Gildersleeve Dated: 10/04/1954 To Rec'd: 10/21/1954 Clifford W. Eginton and Mary C. Eginton, his wife Mary C. Eginton, as surviving tenant by the Liber 11933 cp 144 Entirety of Clifford W. Eginton, deceased Dated: 9/29/1998 To Rec'd: 12/09/1998 James W. Eginton James W. Eginton Liber 12200 cp 445 To Dated: 7/19/2012 Susan Burke Rec'd: 7/22/2012 Susan Burke Liber 12893 cp 666 To Dated: 11/18/2016 Susan Burke Living Trust Rec'd: 1.2/21/2016 LAST OWNER OF RECORD PREMISES WEST: DEEP HOLE CREEK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 4th day of December, 2017 *Pu� Il MARY B CATALDO Notary Public, State o1 New York No 5037569 Qualified in Suffolk County Commission Expires 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 C AgM uGr:u:htjli CONSTRUCTION CORP. P.O. Box 718, Bauer Ave. ® Manorville, IVY 11949 (631) 874-2066 ® Fax (631) 874-9060 Re: Permit # 42226 700 Deep Hole Rd. Mr. Jarski, Architect is drawing up corrected Foundation plan showing changes, we will have it this week. Surveyor has been to site but has not given us the survey. We will deliver it to you before framing. We will have the portable toilet delivered as soon as backfill is complete. Thankyou Lisa Procopio Gruhill Construction iNJt vv U r- r U L K AVENUE nowor formerly 0meeormb.cenzwa.dpfte.<aar.asaf«add stool aprulatlb oh Bottom--9*&shah"I-W John L. Braun & Evelyn R. Braun I ,topers tains-3'Sa stonedo%llYr�tl:SCFfhl3Qtp.1t80D•12Ao07a.0o �4.��TapmaseczusthedPavel,laid!!ii,,'��n owhOe.enw.Pm ando"auk .pprm r depth erotb—d bwWr to be edd ander(OWdiinq With 4-uMe ft w) ballon t—t f smne.6-(a adlei mold fw e4bt ntooff C*AKbM: CQ �Idnt�3DHL{htoI'm Cmeek. t oledaaonz br dd—W.. Rlt*sts4earrohot it w.35'1-420 w h d Mw+y<a a+fe Deck„�� 420 zq ha Lo codf.0167 h rain-7014 cu ft H2O LANDWARD UNIT OF Tat*yga 2WjN*Fat,anp.-Aot C""to be ttr4ined equ.mear«dd e.ev0r«n atesaddaM"er TIDAL W.TLANDS BWMFouthpalw6m ef4i.Btch+a+ttarA..c tkFedH20 to point•swehm6y+sB3dh�utons6'a+a.4' ' 24s16VRM3A F1Rh0.a0/ir•�0.7RrRo}f •�0.7lCUBt RMM depth tad cancel—Aal 7536crbk toa of H2O fa uW id t0� e.ke apecfW of 522 cubic bot Oran cover to ' N eedvtob4FtrMtfMOrt�lhdtMthF ist of stsl,<aN.{approe rtory..kh 3' WOOD FR/y� Dowel M abeQ6FbyrdWd+imrea.inok" 2012 N �,p"n,BmDwa3 al—arh�ce:de— neer BOAT ar.eV C1p.�FaF 311f.fiAMtlk tomd7i37�d Ft app—i'a.ar 35'un 18'20"E l kApw aAae nhFotleFowoft ow"taoes"C"F-- ' 205.42' II EL•12.0 t.e' { -1 .5 �1'ON Fence aHInd DroPr plmmsbm to bee plBttteter z 7S-Oa ----------- ---� West fast ' D 1 rpepytforatotalapatroof SEF47�u�� CX r Slit fence aWor ` Butters t*Ind from FOOL /STT F— � w I F V I i I LP I. t I $ __ __ __ _�.. ___ --- _ '_� k i---- -825- f r�'� ; I _-- - a+--- t i PROPOSED 2 STORY 1�rLP I ILP 1 i o FIOUS , "UCE 1 FFar ) Slope Jp.11uC raadl wer 35'run �—• f t (0.130) AE PROP. IPERVIOUS OEOVE+L.._ .-,.. ,.. %Wa to WIi••LAMnr6e d� AMni IQ Ft L I L.fEDGE OF LA04 h prop"Wom Z o-/ WPM Silt fence .- `C2•3o R TERFE wuLx„ ,x �� 8a2x n r Hole Data193...rf' . t0 t1=11. DarkBrOrWliaMt 0.0 90-15 (0* Cross-Section of Driveway fJ P4. now or formerly DS Gravel Approx 4"deep Survey for. James W, Egin ton P,.'leB—smy 3-4"dia Stone Approx 4"deep 9 1Mkh Public 1Kottar) 2.5 6"dia Stone Approx 4"deep WPETE HAA C' { APPROVAL OF STORMWATER MANAGEMENT Pale er°'""F'M // surd Cloth Weed Barrier �' BRE-N,. DA J. I AA CK► Door `e�..• N -T c�a p ass Date; Z/7/17 �WatBF Water�Pak 1'drop from residence to meat over 35'run ' EL=22 Brawn Fire Sand to drain into 6'wide french drain to DWFl3 Appr*ved by: Pi 17.0 TEST HOLE DATA At LOT CQVER McoONALD GEOSCIENCE �[acrttztuck = 1.369 S.F. SEPT. g. 2o1s HOUSE do AG'E Town of DECK = 94 S.F. 0.0 ELa11.8 i- - / SO'L�t O TOTAL = 1,463 S.F. OR 14.75 DARK BROWN Lam (00 Suffolk County, New York ! _ -- • o,s ��.. ,. T., . .rte►n_„a _„-nfl—�1o.D0E3 ST©RMWATER_oRAJNA6E CALCULATIONS: i+ousE _�.. FF.11.4 ael F FIR z � -� NEW SUFFOLK 7- EROSION &SEDIMENT CONTROLS I $ 2016 AVENUE Shall include but not be limited to: �`�.�' SERVICES now or formerly well maintained Construction Entrance, John L. Broun & Evelyn R. Braun Wire Backed Silt Fencing, stabilization I gyp, (Dwelling With Public water) so Is. o l�i SSE Of Seeding of exposed and/or inactive (rax Lot 7 & 8, Dwellings W/public w Izr) INAGE INSPECTIONS ARE REQUIRED M DRA TIDAL WETLANDS E LANDWARD LIMIT OF Contact TOS Engineering at 765-1560 before N U 13 I � j � u , I wood Backfill, OR Provide Engineer's Certification ^ t o LL-ME that the drainage has been installed to Code. a I BOAT O 3 587'1$'20"E RACK S I RACK 29'N O c EL=2.2 _ SHED •� _ .3 4"N ° 205.42' STK EL=72.0 isw 1 0 "o ----------SETBACK---:-------`-------� c�i I 1 DW \t w I _ I - - rn O m I I 7 d STLIP I �f � O 1 L---------- ------60.0'-------------� �/----7-3O o CA 1 i i ---------- 9OWy rL 'ILP 3�ag l - I to PROPOSED 2 STORY I Lp 1 L l v o HOUSE & GARAGEI Ly_J FX •� I - I. -------___ N I FE 1(4—BEDROOMS) - m 2 (FF=74.5) \ FE I ' 3° �.� (GF=13.0) I \ L_� -I u 3 ' PROP- 1111 DECK I PROPOSED O O PERVIOUS DRIVEWAY I a' i 03 LAWN LL71� l i �—� / " — — — — _ 4t I 3 3 I 01 F cv\ DW ��N/S — TES O \ I o c EL-2.'.3 o1J1D I EDGE OF LAWN o 3 PR,006SED WATE — AW �li I ) ' SERACE 32'N BULKHEAD Lu�I X N87'11 8'20"W � �' LAWN 4 mc W o W J I�' 193.54' EL=11.8 .I NOV, 07, 201 6 S.C.D.H.S. AMENDMENTS n�i v I N } SEPT 26, 2016 AMENDED PROPOSED STRUCTURES now or formerly W w SEPT, 22, 2016ADDED PROP. STEPS Survey for: APPROVAL OF STORMWATER MANAGEMEN DATE: AUG. 15, 2016 James W. E;gin ton SUF OL COUNTY DEPARTl�$NT OF HEALTH ERVICES JOB N0:2016-446 TAT (Dwelling With Pub"ti water) C011fi'ROL LAN - n Cod ter 236 P RMIT FOR APPROVAL OF CONSTRUCTIO FOR A I' // : PETE HAA CK (Tax Lot 12 & 13, Dwelli�rgs W/Public Water)Date.- �Z 7 SINGLE FAMILY RESIDENCE ON L CERTIFIED H &' BRENDA el . HAA CK Approved by; u W. PETE HAACK r I� BRENDA J. HAACK At TE T H E DATA DATE H.S. REF. NO. LOT COVERAGE: MD D GEOSCIENCE r Mattituck HOUSE & GARAGE = 1,369 'a.F. SEPT. 9, 2016 APPROVE Town of DECK = 94 S.F. FOR MAXIMUM OF BEDROOMS Southold TOTAL = 1,463 S.F. OR 14.7 EL=11.9 0.0 DARK BROWN IRES THREE YEARS FR M DATE OF APPROVAL Suffolk County, New York t LOAM (OL) C.I. COVER S.C.T.M.: 1000-115.00-12.00-010.000 HOUSE STORMWATER DRAINAGE CALCUUkTIONS: 05 TO GRADE 6 (HOUSE ) PALE BROWN FF=14.4& GARAGE FINISHED GRADE 1 20 0 20 I 1 I I 1369 S.F. x 0.167 X 1.0 = 229 C.F. SILTY SAND 229 C.F. _ 42.24 = 5.4 V.F. 1 (SM) EL-120 EL=,,.e EL-11 2 SCALE:1"=20' 2.5 CRAWL SPACE a 10'Mm USE (2) 8' DIA, x 4' DEEP LEXCHING POOLS I 2.°'MAX DAVID H. FOX, L.S. P.C. N.Y,S.L.S. #50234 A 1 PALE BROWN IE=100 I FOX LAND SURVEYING NOTES: - �� de� FIN(SP)ND E'98 0 IE=9 3 IE-9 2 r 64 SUNSET AVENUE 1. AREA - 9,974 S.F. . ---� 1 �' GR. WATER 9.7 WESTHAMPTON BEACH, N.Y. 11978 ;t J EL=2.2 WATER IN t (631) 288-0022 2 ■ = MONUMENT FOUND, ® = STAKE FOUND. LP4V2 Ge� t PALE BROWN t 30•MIN. I 3. REFERENCE DEED L. 12854 CP 691 FINE SAND ^— GROUND WATER —EL=2.2 LN..IJT-'GRIZED ALTERATION OR ADOIION TG TFTs SUR'J" 4. ELEVATIONS SHOWN HEREON ARE REFERENCED ! I (SP) S :. `�OLATIOF. OFSECTIO\ 72 D9`C- Tr+E NE.•r`CORK STn T- TW • L __--_ E:JU^.A=ICN LAw '-OPIES OF T's NCT EEARN TO N.A.V. DATUM (1988). (, I 170 I T=E .nNc S:JRu<YOR'S INKED SE>L CR EI.IBCSSED SEAL SEPTIC TANK CESSPOOL CCNSICEREC TO PC A VALIC -R::E GOaY 5. THIS PARCEL IS LOCATED WITHIN THE AE (EL 6) i 7000 GAL. -; <:TIF;CA;ICN NCICA-,FD HEREON SHALL RUN CN,Y T'J THE FIRM ZONE AS SHOWN ON FIRM PANEL N0. F ERSCN FOR WHO61 THE SURVEY,S -RFF`ARED ANO ON HI- 3610300762 H LAST DATED SEPT. 25, 2009- r BEHALF TO THE hTLE COMPANY, AGENC AND LENDING INSTITUTION LISTED HEREON AND TO THE 6. WETLAND LINE TAKEN FROM SURVEY BY ASSIGNEES OF ISE LENDING INSTITI TICK CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INST,T'JTIONS OR S,'BSEOJENr OWNERS JOHN EHLERS LAST DATED AUG- 24, 2006. DWG: 2016-446 I NEW SUFFOLK 7- AVENUE;� now or form �� , John L. Braun & Evele nyF .� t�. � � D y Braun ski l �' � (Dwelling With Public Water) 4Y (Tax Lot 7 & 8, Dwellings W/Public Watar) o n • Lid"��'' LANDWARD LIMIT OF 00 3 MN u TIDAL WETLANDS W E � � U a- WOOD T FRAME a, BOAT SHED 3 p 3 S S87-18-20"E) I I RACK RACK 29'N � rn EL=2.2 SHED _ o 3 4'N STX4 205.42° 0 ' I 3 1 048 Cl CO Q 1 I I I t EL=12.0 15'w I T Z 1 �- ---------------- 75,0' n I 7�—�\ w J I I I m SETBACK-----------------I m �i I DW 1 r---� r w — 1 I I I a +I \� �/ �i�—S7 J---�LP I Z A xm Iv f-- 1 �i L—_lJ� Q a ( , O 1 =� I _L� o I 1�---- —i------60.0-------------- -7 38.9' O fvl --- (�1 1 �Z � m ---78.9'-------- I — s 1 v �Lrn-- i�_---- _--- -------------- '( I f L LLP — I LO w 31 �L 1 �➢ I M I I I PROPOSED 2 STORY I I LP I HOUSE & GARAGE Lam,--J N (4(FF=l4)s) — — —�- —1 1 FE I I 3 M a, 1 I I I I I A PRO I (cF=t3 0) — J I o —3 DECK I I PROPOSED O .9 ® } II I III I 1 / PERVIOUS DRIVEWAY I O o' I X t1E.L LLI _ - - - _ — O oLAWN - : 30 e 2NTEST a, m =2.3 o is EDGE OF LAWN ni\ DW 1 oy�J��OS —HOLE 0 XwooD 1 . „ --�/ Ott PR^PO ICEATER — LAIN32•NULKHEAD Q I X N87�18 20 W I ot'N `(NOV, 07, 2016 S.0DHS AMENDMENTS o l o / EL=11.8 I W o 193.54 w1-1SEPT 26, 2016 AMENDED PROPOSED STRUCTUI now or fall w SEPT. 22, 2016ADDED PROP STEPS Survey for: 7lerly W James W. E, 9uF ®� COUNTY f:�te>�ART��T car t�Iaa►°ss� ERvscEs DATE: AUG. 15, 2016 Iginton JOB N0:2016-446 (Dwelling With Pubi:I; Water) P RNiiT F'©F;�E9PROVAL. OF CONSTRUC T IO a FOR A► i W-- PE TE HAA CK (Tax tot 12 & 13, Dwellings W/Public Water)H SINGLE Anh•Lv RE5ct3�i IG?s Qr�!L I I CERTIFIED BRENDA J. HAA CK W. PETE AACK & BRENDA J. HAACK /� 10 V 1—,,S. REP• NO. At TEST HOLE DATA DATE � � � LOT COVERAGE: McDONALD GEOSCIENCE Mattituck HOUSE & GARAGE = 1,369 :a.F. SEPT, 9, 2016 �►��®�� Town of DECK = 94 S.F. FoR MAXIMUM Ori BEDROOMS Southold TOTAL = 1,463 S.F. OR 14.7% EL=11.9 0 0 DARK BROWN IRE,THREE YEARS FR6M ®ATE OF APPROVAL Suffolk County, New York LOAM (OL) C.I. COVER S.C.T.M.: 1000-115.00-12.00-010.000 STORMWATER DRAINAGE CALCULATIONS: 05 TO GRADE HOUSE & GARAGE HousE 20 0 20 ( ) PALE BROWN FF=14,4 I I 1369 S.F. x 0,167 X 1,0 = 229 C.F. SILTY SAND FINISHED GRADE (SM) EL=120 EL=118 229 C.F. _ 42.24 = 5.4 V.F. EL=„2 SCALE:1 =20 � 2 5 CRAWL SPACE 10 MIN USE (2) 8' DIA, x 4' DEEP LEACHING POOLS 20•MAX DAVID H. FOX, L.S. P.C. N,Y.S.L.S. #50234 PALE BROWN IE=100 FINE SAND IE=9 e NOTES: IE=93 IE=92 To FOX LAND SURVEYING (SP) 64 SUNSET AVENUE 1, AREA = 9,974 S,F, GR WATER ' 9 7 WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 2 ® EL=2 2= MONUMENT FOUND, = STAKE FOUND. WATER IN PALE BROWN ao raw I 3. REFERENCE DEED L. 12854 CP 691 FINE SAND GROUND WATER i EL=2 2 (SP). ELEVATIONS SHOWN HEREON ARE REFERENCED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 4 I IS A VIOLATION OFSECTI ON 7205 OF THE NEW YORK STAT 1 170 EDUCATION LA'N COPIES OF THIS SURVEY MAP NOT BEARIN TO N.A,V SEPTIC THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL , DATUM (1988). SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 5. THIS PARCEL IS LOCATED WITHIN THE AE (EL 6) I - 1000 GAL CERTIFICATION CESSPOOL CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE FIRM ZONE AS SHOWN ON FIRM PANEL NO. PERSON FOR TO THOE1ITITLE COMPANYE SURVEY ,GOVERNIJENTALPREPARED AND ON HIS AGENCY 36103CO762 H LAST DATED SEPT. 25, 2009. 1,211EHAL DING INSTILENDI LISTED HEREON AND TO THEES OFTHE LENDING INSTITUTION CERTIFICATIONS 6. WETLAND LINE TAKEN FROM SURVEY BY OT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS JOHN EHLERS LAST DATED AUG. 24, 2006, DWG: 2016-446 r NEW SUFFOLK - now or formerly AVENUE John L. Braun & Evelyn R. Braun W E LANDWARD LIMIT OF 00 S TIDAL WETLANDS N !\ WOOD I FRAME BOAT SHED S87*18'20"E) I I RACK RACK 2 9 N SHED STK W'. t 205.42 1 D a's > _ I 7 5'W W z , ---�------------ 75.0' � SETBACK ci Dw � 0 O - � N ate. as C ------------- I I OST m o I0 78.8'------------------ Lc I Y.. % Li o • Q 1 x r I PROPANE I so a' 0 Z w TANK O 10 h Try 2l g• L) im r LG L0 LG 1 a o I I I 2 STORY FRAME ro° 1 x i 97 HOUSE & GARAGE 1 I I FE MAR. 05, 2019 RELOCATED DRIVEWAY j 11 m I I WOOD DECK-n ryry OVERSTONE &DIRT I FEB. 01, 2019 FINAL SURVEY, T O 11 I / WOOD DECK p 735 3>3 -------38.9—DRIVEWAY -- Z O JUNE 12, 2018 LOCATE FOUNDATION O _ MAY 04, 2018 STAKE FOR CONSTRUCTION r ; I � � AC UNITS DEC. 07, 2016 IND. CLEARING LIMIT 1 BU NOV. 07, 201 6 S C D H.S. AMENDMENTS D7'S I (n a SEPT 26, 2016 AMENDED PROPOSED STRUCTURES WOODI • I z 13 SEPT. 22, 2016ADOED PROP STEPS BULKHEAD I X N8718'20"W — _ _ WATER SERVICE / f DATE: AUG. 15, 2016 J JOB NO:2016-446 a N _ 193.54' now or formerly W CERTIFIED TO: � Q W. PETE HAACK & BRENDA J. HAACK ; James W. Eginton NEw P o Survey for: W. PE TE HAA CK & BRENDA J. HAA CK 1-, 5023 .�4� � At . � Mattituck DAVID H. F0v5C�h,S. �ICJC. L.S. #50234 -T r FOX LAND SURVEYING Town Of t;y( -i I I NOTES: 64 SUNSET AVENUE Southold rJ "�`~ ' 1. AREA = 9,974 S.F. D = WESTHAMPTON BEACH, N.Y. 11978 Suffolk County, New York � UPLAND AREA 8,947 S.F. (631) 288-0022 - ADJACENT AREA = 2,335 S.F. S.C.T.M.: 1000-115.00-12.00-010.000 APR 8 2019 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 2. ■= MONUMENT FOUND, ® = STAKE FOUND. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE 20 0 20 3. REFERENCE DEED L. 12854 CP 691 EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARIN THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �` ;�..�;, .;�,;, -,, 4. THIS PARCEL IS LOCATED WITHIN THE AE EL 6 SCALE:1"=20' �e/�q�y��p��®�S®UTa07LD FIRM ZONE AS SHOWN ON FIRM PANEL NO. CEPERSON 'FOR RTIFICATON INWHOM THE E SURVEY HEREON SHALL PREPARED ONLY AND ON H HI v •-—" 36103CO762 H LAST DATED SEPT. 25, 2009. ANDHLENDI G INSTITUTION THE TITLE LISTED HEREONPAN Y. N,NENTAL AND TO THE 5. WETLAND LINE TAKEN FROM SURVEY BY ASSIGNEES ARE NOT TRANSFERABOF THE LE TO ADDITIONAL INsnTuioNs JOHN EHLERS LAST DATED AUG. 24, 2006. OR SUBSEQUENT OWNERS 4 DWG: 2016-446 ' I ^ NEW SUFFOLK now or formerly AVENUE John L. Braun & Evelyn ,R. Braun N (Dwelling With Public Water) (Tax Lot 7 & 8, Dwellings W/public Water) w LANDWARD LIMIT OF 00 TIDAL WETLANDS N 3 lY E 1 I I WOOD n S ! BOAT FRAME r p d S877 g'20"E I I RACK LSHED LINE OF HAYBALES & SILT FENCE s I RACK & LIMIT OF CLEARING, GRADING o 29M GROUND DISTURBANCE o c EL=2,2 sIfED 4N , STK I 3 x 3 34•N s,tso s F.) 205.42 1 04'S 1 3 s'W BM SET , II I 1 I I I EL=12.0 -- ----------I Do SETBACK---- -------------I to f — 75 0' "i I EL=14 5 I LU 1 :t N t�--- -------------78.8'---- ------------I 7 00 �l T/FOU pND10 WS 1 ➢� W I 738 i 0 31 ?1 1 I I I u0 N 11 130o I I I CONCRETE FOUNDATION i / wW 00 I �x 9 6' (P �1 m F I t I Q I J 3 o n ® ✓ 1 I c o o u 3 � I O co a ' 377' i ------ O W L O 1 / / --38.9-------- .� I 2 3 1 I LAWN / 6 2'N ' o TEST N EDGE OF LAWN �% P QI o c sacs I i o� JNES HOLE 0. N I c 1 EL=2.3 / 07s ci g p o ; JUNE 12, 2018 LOCATE FOUNDATION BULWOODKHEAD w I N87'1 8'20"W LAWN 32-N a MAY 04, 201 S STAKE FOR CONSTRUCTION ¢�I x DEC. 07, 2016 IND CLEARING LIMIT Z I Ld W '• ' m 193.54 NOV, 07 2016 S C D H.S AMENDMENTS O� O ' EL-1 i.s � J SEPT 26 2016 AMENDED PROPOSED STRUCTURES N IN Survey for. now or formerly = w SEPT, 22, 2016 ADDED PROP. STEPS r�T James W. Eginton DATE: AUG, 15, 2016 ►/ , PE TE HAA CK (Dwelling With Pdblic Water) JOB N0:2016-446 & BRENDA J. HAA CK (Tax Lot 12 & 13, Dwr;lings W/Public Water) CERTIFIED T0: BL EN At • � '��1QN y Mattituck 1\0 F O P oP °� Town of Southold Of o Suffolk County, New Yorkto ►a �J C� �� ••� - � S.C.T,M,: 1000-115.00-12.00-010.000 4". � n � 5023 J�J 20 � I zl V ® LANDS SCALE:1"=20' NOTES: DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234o 1, AREA = 9,974 S,F, (� FOX LAND SURVEYING UPLAND AREA = 8,947 S.F. L+ • UvU 64 SUNSET AVENUE ADJACENT AREA = 2,335 S.F. -o tv WESTHAMPTON BEACH, N.Y. 11978 2 = MONUMENT FOUND, A = STAKE FOUND. C� (631) 288'0022 3. REFERENCE DEED L. 12854 CP 691 '�- UNAUTHORI2ED ALTERATION OR ADDITION TO THIS SURVEv 4. ELEVATIONS SHOWN HEREON ARE REFERENCED IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEA RINC TO N AV. DATUM (1988) �v ! THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 5. THIS PARCEL IS LOCATED WITHIN THE AE (EL 6) LAND FICATION INDICATED HEREON SHALL RUN ONLY TO THE FIRM ZONE AS SHOWN ON FIRM PANEL NO SON FOR WHOM THE SURVEY IS PREPARED AND ON HI EHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENC 36103CO762 H LAST DATED SEPT 25, 2009. LENDING INSTITUTION LISTED HEREON AND TO THE SSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS 6. WETLAND LINE TAKEN FROM SURVEY BY i ARE NOT TRANSFERABLE TO OR ADDSIUBSEQUENTTITUTIONS O HERS JOHN EHLERS LAST DATED AUG. 24, 2006. ' I DWG: 2016-446 I I -NEW SUFFOLK AVENUE " now or formerly John L. Braun - & Evelyn R. Braun & I LANDWARD LIMIT OF I 00 S TIDAL WETLANDS - N 1 I r1: WOOD FRAME BOAT SHED S87' 8'20"E) IRACK I RACK 2 9'N SHED W 3 a'N ' 1 205.42' oa"S 1 / 1 I , I s•W z ---�------------ �s.o' Z ¢ 1� II I SETBACK N OW _N ?� 0. 1 111 = f-1---i -------------78.8'-----------------I I Q ST LG .0 L, it m ° Q 1 =r I I I z PROPANE I w Ac I i o * TANK O 1 v 1 1 I M ?p, LG z o I 2 STORY FRAME L 97 HOUSE & GARAGE MAR. 05, 2019 RELOCATED DRIVEWAY j 11 I II WOOD�DECK� ti� FE ?' FEB. 01, 2019 FINAL SURVEY T O 1 / I OVER DECK m STONE &DIRT I O JUNE 12, 2018 LOCATE FOUNDATION A` LO 11 I 13 s' 373' -' ---38.9'-RRIVEW-AY O 1I / ' io I MAY 04, 2018 STAKE FOR CONSTRUCTION 1 AC UNITS .� DEC. 07, 2016 IND CLEARING LIMIT 1 BU( N NOV. 07, 2016 S C D H.S. AMENDMENTS 07,S 1 I DW \ O SEPT 26, 2016 AMENDED PROPOSED STRUCTURES WOOD1 . I N z 3 SEPT. 22, 201 6 ADDED PROP. STEPS BULKHEAD I x N87*1 8'20"W _ _ _ WATER SERVICE — /' {< I a DATE: AUG. 15, 2016 w — l JOB NO:2016-446 a I N 193.54' I now or forme :l - � W CERTIFIED T0: SUFFOLK C..iU �i p€+ F.Y e�J�m�i OF 3-e�MTP,1_F:R ICESi SUFFOLK CCUM IG F=i:r t" s W. PETE HAACK- -BRENDA J. HAACK James W. Eginton �y RRKS /� Q p F NF P la H. Fo+ date APR 0 2 2019 H.S.Ref.No.t3 90 f (0 222) Survey for: The d21Ya9G d°•istQSBI Erd V�J aU !3��'Su°�t..y.� 4 a.tC f'n [ �'�r' n IN�irS�.�l:i� �as�.d,i:3��s eaY�3f3 �t W. PETE HAA CK Inspected andio:cerf€ied by this c�¢ari:nent ar ethcr�gend and found to be satisfactory FOR A MAXI ' QF, BEDROOM& �° & BRENDA J. HAA CK PfAle j, 50234 �J At C ralg K! eper, P. ., Chief , _ SUF'p �� -qN�_ �' Mattituck I ' cCeof?,�.Zse° � ��og 1r� Iraen co, DAVID FOX LAND SURVEYING #50234 Town of t NOTES: AST �� 64 SUNSET AVENUE SoutI oldyR'33 1. AREA = 9,974 S.F. WESTHAMPTON BEACH, N.Y. 11978 Suffolk County, New York p IF, ` UPLAND AREA = 8,947 S.F. (631) 288-0022 S.C.T.M.: 1000-115.00-12.00-010.000 D ADJACENT AREA = 2,335 S.F. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 2. ■ = MONUMENT FOUND, ® = STAKE FOUND. IS A VIOLATION.OFSECTION 7209 OF THE NEW YORK STATE 20 0 20 �TO�(T 3. REFERENCE DEED L. 12854 CP 691 EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARIN I APR - 8 L J THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL 4. THIS PARCEL IS LOCATED WITHIN THE AE (EL 6) SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY SCALE:1"=20' FIRM ZONE AS SHOWN ON FIRM PANEL NO. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HI �y'�Y_Tye- 3Q��'J 36103CO762 H LAST DATED SEPT. 25, 2009. ILHLALTHE TITLE COMPANY, GOVERNMENTAL AGENC - H- NSTITUTION LISTED HEREON , AND TO THE I �R�*.� ��Yy�yrT�^G 5. WETLAND LINE TAKEN FROM SURVEY BY THE LENDING INSTITUTION. CERTIFICATIONS ILJa .7JY JOHN EHLERS LAST DATED AUG. 24, 2006.ANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS - DWG: 2016-446 Lf ZZ--,2k D [FCf7nV - DoMAY 1 6 2018 TOWN OF SOUTHOLD HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 700 Deep Hole Dr Gruhill Construction PO Box 718 Manorville NY 11949 (631) 874-2066 NEW YORK BUILDING tflcl TECHNOLOGY xouP Prepared by: Thomas Baccarella in accordance with ACCA Manual J WI edition,V2 Signature: Date: 3/5/2018 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Efface,NY 11764 Telephone: 631495-0289 Fax: 631389-2808 Email: Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1769 'ifP Date: Feb 28,2018 NEW YORKm BUILDING G10-° Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG corn Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Cooling Equip ment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 15937 Btuh Entering coil DB: 75.4'F Outdoor design WB. 71.7°F Latent gain: 4144 Btuh Entering coil WB. 63.37 Indoor design DB: 75.0°F Total gain: 20081 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NBRHC+RH1V2417STANJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 105% of load Latent capacity. 7200 Btuh 174% of load Total capacity. 24000 Btuh 120% of load SHR. 70% Design Conditions Outdoor design D13- 15.7°F Heat loss: 20453 Btuh Entering coil DB- 67.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Navien Inc Model. NCB 240-E Actual airflow: 800 cfm Output capacity: 28000 Btuh 137% of load Meets all requirements ofACCA Manual S. -Of,- wrightsoft® 2018-Mar-05 15 42 50 ^+' PMlobf°edeA.m Ntlewsy CpmparcJ Right-SUIte(&Universal 2018 18.0 04 RSU25790 ACCA Page 1 ...WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr rup Calc=MJB Front Door faces NE Manual S Compliance Report Job: 1769 NEW YOfiK BUILDIIJG Date: Feb 28,2018 I�wI�"^°`"°+ upper By: Tom Baccamila New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg com Web www.NYBTG.com Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 22932 Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.7oF Latent gain: 3321 Btuh Entering coil WB. 63.6°F Indoor design DB: 75.0°F Total gain: 26253 Btuh Indoor RH: 50% Estimated airflow: 996 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1V3621MTANJA Actual airflow. 996 cfm Sensible capacity: 25108 Btuh 109% of load Latent capacity, 3983 Btuh 120% of load Total capacity- 29090 Btuh 111% of load SHR: 86% • qw�pment Design Conditions Outdoor design DB- 15.7°F Heat loss: 30153 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Navien Inc Model: NCB240-E Actual airflow: 996 cfm Output capacity: 28000 Btuh 93% of load Meets all requirements of ACCA Manual S. -Fk wrightsoft® 2018-Mar-05 15.42 50 AL ��•��Tom•••�o�m••m Right-Suite@ Universal 2018 18.0.04 RSU25790 A Page 2 ..WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces NE Load Short Form Job: 1769 NEWYORK BUILDING Date: Feb 28,2018 �.... Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web•www.NYBTG.com Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone. (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240-E Cond RA1624AJ1NBRHC AHRI ref Coil RH1V2417STANJA AHRI ref 7940892 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 16800 Btuh Heating output 28000 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Mud 54 1450 395 70 20 Powder 26 779 197 38 10 Kitchen 184 2092 4568 102 234 Entry/Stairs 166 1692 451 82 23 Living/Dining 479 10440 9996 508 512 Lower d 909 16453 15607 800 800 Other equip loads 4000 330 Equip. @ 0.89 RSM 14232 Latent cooling 4144 TOTALS 909 20453 18376 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Mar-05 15.42 50 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ACCK .WORKFLOM700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces.NE -14116 Load Short Form Job: 1769 NEW YORK m BUILDING Date: Feb 28,2018 ��0070°`°" upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG.com Project Information For. 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Design Information Htg Cig Infiltration Outside db (°F) 16 84 Method Simplified Inside db (°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (°/D) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB240-E Cond RA1630AJlNA AHRI ref Coil RH1V3621MTANJA AHRI ref 7941346 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 21000 Btuh Heating output 28000 Btuh Latent cooling 9000 Btuh Temperature rise 26 °F Total cooling 30000 Btuh Actual air flow 996 cfm Actual air flow 996 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 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) Master Bed 353 7984 6911 314 311 Master Bath 125 2745 1650 108 74 Bed 2 180 2174 2616 86 118 Bed 4 192 4320 3813 170 172 Bed 3 184 4423 4058 174 183 Stairs/Hall 183 1966 1251 77 56 Mech 28 0 0 0 0 Bath 1 69 944 615 37 28 Laundry 47 762 1218 30 55 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® ' 2018-Mar-05 15 42 50 ^1Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 ...WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces NE upper d 1359 25320 22134 996 996 Other equip loads 4833 798 Equip. @ 0.89 RSM 20478 Latent cooling 3321 TOTALS 1359 30153 23800 996 996 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft, 2018-Mar-0515.42.50 A n m•rn.�nwiow..mmn•. Right-Suite®Universal 2018 18.0.04 RSU25790 Page 3 WORKFLOM700 Deep Hole Dr1700_deep_hole_dr rup Calc=MJ8 Front Door faces NE 1769 Project Summar Job: Feb NEW YORK ® BUILDING � � Date: Feb 28,2018 Io",,;° °°' Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web•www NYBTG com Project,information For. 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Notes: Design Information Weather. Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15355 Btuh Structure 15345 Btuh Ducts 1098 Btuh Ducts 262 Btuh Central vent (65 cfm) 4000 Btuh Central vent(SER=50% 65 cfm) 330 Btuh Outside air Heat recovery Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20453 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment sensible load 14232 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2398 Btuh Ducts 335 Btuh Central vent(65 cfm) 1411 Btuh Heating Cooling Heat recovery Area(ftz 909 909 Equipment latent load 4144 Btuh Volume(ft') 8184 8184 Air changes/hour 0.23 0.09 Equipment Total Load (Sen+Lat) 18376 Btuh Equiv.AVF (cfm) 32 12 Req. total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240-E Cond RA1624AJlNBRHC AHRI ref Coil RH1V2417STANJA AHRI ref 7940892 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 16800 Btuh Heating output 28000 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Q. -Fk- wrightsoft- 2018-Mar-05 15 42 50 SCA ^�°•r^ ^•- ^^� Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 .WORKFLOM700 Deep Hale Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces NE 1769 Project Summar Job: Feb NEW YOnK BUILDING � � Date: Feb 28,2018 IrE °°°`" upper By: Tom Baccamlla °P New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web.www.NYSTG.com Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17732 Btuh Structure 17801 Btuh Ducts 7587 Btuh Ducts 4333 Btuh Central vent (78 cfm) 4833 Btuh Central vent(78 cfm) 798 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30153 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 20478 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1126 Btuh Ducts 490 Btuh Central vent(78 cfm) 1705 Btuh Heating Cooling Outside air Area(ftz 1359 1359 Equipment latent load 3321 Btuh Volume(ft' ) 12233 12233 Air changes/hour 0.19 0.07 Equipment Total Load (Sen+Lat) 23800 Btuh Equiv.AVF (cfm) 39 15 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB240-E Cond RA1630AJ1NA AHRI ref Coil RH1V3621MTANJA AHRI ref 7941346 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 21000 Btuh Heating output 28000 Btuh Latent cooling 9000 Btuh Temperature rise 26 OF Total cooling 30000 Btuh Actual air flow 996 cfm Actual air flow 996 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ord- =igFttsoft- 2018-Mar-05 15 42 50 �°•�^ ^"••^^•^=T••^" Right-Suite@ Universal 2018 18.0.04 RSU25790 Page 2 WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces.NE AED Assessment Job: 1769 NEW YORK - (BUILDING Date: Feb 28,2018 ® Lower By: Tom Baccarella Sao New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg.com Web-www.NYBTG com Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation- 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 11,000 10,000 9,000 8,000 7,000 6,000 3 5,000 4,000 3,000 2,000-- 1,000-- 0 ,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day A.r /MOD. Maximum hourly glazing load exceeds average by 41.4%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 813 Btuh (PFG -1.3*AFG) wrightsoftl 2018-Mar-05 15 42 50 A AMi.Mfww",A"•�••>�mv r Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ACC .WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces,NE AED Assessment Job: 1769 YORK NEW m BUILDING Date: Feb 28,2018 ® R I�aoa> upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com Project • • For- 700 Deep Hole-Dr, Gruhill Construction PO Box 718, Manorvllle, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhillhomes@yahoo.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 12,000 11,000 10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Ibuly /Awra¢ /A®liml Maximum hourly glazing load exceeds average by 21.2%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsOlft 2018-Mar-05 15 42 50 ,4MAai.rru wn.�.m •,wmv Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 . WORKFLOM700 Deep Hole Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces NE v Right-JO Worksheet Job: 1769 NEW Y"- Is unmoo Date: Feb 28,2018 Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYBTG.com 1 Room name Lower Mud 2 Exposed wall 139 0 ft 148 ft 3 Room height 90 ft d 90 ft heat/cool 4 Room dimensions 78 x 70 ft 5 Room area 909.3 ft2 543 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \1�212E-Osw 0.068 n 383 096 401 329 1259 315 0 0 0 0 4A4-2ow 0 470 n 26.46 1303 51 0 1338 659 0 0 0 0 11,10_ -- - 0.600 n _ 3378 13.92_ _ 21 21 709_ _ -292 0 -0-- -0___ 0 IW 12E-Osw 0.068 e 383 096 225 206 790 198 70 51 196 49 11 4A4-2ow 0.470 e 000 000 0 0 0 0 0 0 0 0 D 11,10 0.600 a 33.78 1392 _ _ 19 19_ 631_ 260 19 19 _ 631 - 260 IW 12E-Osw 0.068 s 3.83 0.96 401 285 1090 273 63 63 241 60 I--� 1 OD-w 0.490 s 2759 12.60 48 0 1324 605 0 0 0 0 I� 4A4-2ow0.470 s 2646 2327 68 0, 1794-_- 1578 -- 0 .0- _ -0 _0 W 12E-Osw 0 066 w 3.83 096 225 126 462 121 0 0 0 0 Ec� 1 OD-w 0 490 w 2759 24.28 48 0 1324 1166 0 0 0 0 G 4A4-tow _ _ 0.470 w 2646_ 4675 51 0 1350 2384_ 0 0--- _ 0 _ 0 C' 16B-30ad-_ _ _ 0.032 - 1.80 1.49 8 _ 8 _15 - 12 ._ F-_ 19A-38bswp _ 0 029 - 1.40 0.23 909 909 __ 1276 211 54 54 76 13 F _ 19A-38bswp 0.029 - 0.00__- 000 0 0 0 0 0 - -0--- _ __0 _ 0 6 c)AED excursion 813 -7 Envelope loss/gain 13382 8886 1143 375 12 a) Infiltration 1973 125 209 13 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 5 1150 0 0 Appliances/other 5184 0 Subtotal(lines 6 to 13) 15355 15345 1353 388 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15355 15345 1353 388 15 Duct loads 7% 2% 1098 262 7% 2% 97 7 Total room load 16453 15607 1450 395 Air required(cfm) 800 800 70 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " wri F�tsotite 2018-Mar-051542.50 Right-Suite®Universal 2018 18 0.04 RSU25790 Page 1 WORKFLOW1700 Deep Hole Dr1700_deep_hole_dr rup Calc=MJ8 Front Door faces NE Right-J®Worksheet Job: 1769 NEW YOftK IB o1BDIN c - Date: Feb 28,2018 Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYBTG com 1 Room name Powder Kitchen 2 Exposed wall 108 ft 270 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 3.8 x 70 ft 12.5 x 148 ft 5 Room area 263 ft2 1844 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft2) Load number (Btuh/f5-'F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw J 0.668 n 3.63 0.96 63 . 56 213 53 0 0 _ 0 0 !��p 4A4-2ow 0 470 n 26.46 13.03. 7 0 195 96 0 0 0 0 11Jo '--- -- 0.600 _ n- 3378 1392 _ 0. _ -__-0.a 0 _ _ _ .0_- 0 _ -_- .0.__ .`._0. _ 0 �j 12E-Osw 0 068 a 3.83 096 34 34 129 32 110 116 422 166 11 -C 4A4-2av 0.470 e 000 000 0 0 0 0 0 0 0 0 11J0 _0.600 _ e_____3378, _1392 __ -- 0 ___- - 0 _ _ ___ IW 12E-Osw 0 068 s 3.83 0.96 0 0 0 0 133 116 444- 911 I—c; 1OD-w 0.490 s 2759 12.60 0 0 0 0 0 0 0 0 4A4-2ow ' _. _- 0 470 s_ _ 2646 . .23.27 0 _ _ -0 0 _0, - 17 0 __- 44$ _391- W 12E-Osw 0.068 w 3.83 096 0 0 0 0 0 0 0 0 I--G 1 OD-w 0 490 w 27.59 2428 0 0 0 0 0 0 0 0 4A4-2ow--_ -- - ------ __.0. w 2646 __ 46 75 - - 0- - - _0 0 0__ 0_. - _ 0 _ 0._. ._ 0 C.._ 168-30ad, - 0.032_ - 1 80 1.49 O _ o_. 0 0 - -0 - F 19A-38bswp-_ 0 029 -_-_ 140_- 023 26 _- 26 _37 _6 184 _ 184 _259 _ 43 F ._ _19Ar38bswp - - 0 029 ---0.60 ...._0 00 - O - 0 - 0.,_.. 0. _ .. 0 0- 0 6 c)AED excursion -4 33 Envelope loss/gain 574 184 1569 683 12 a) Infiltration 153 10 383 24 b) Room ventilation 0 0 0 0 13 1ntemal gains _ Occupants @ 230 0 0 0 0 Appliances/other 0 3784 Subtotal(lines 6 to 13) 727 194 1953 4492 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 194 1953 4492 15 Duct loads 7% 2% 52 3 7% 2% 140 77 Total room load 779 197 2092 4568 Air required(cfm) 38 101 1 102 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrligF>ttsoTt 2018-Mar-05 15 42 50 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 ACCA WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces NE Right-M Worksheet Job: 1769 NEW YORK IB'U`,DIN Date: Feb 28,2018 Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg corn Web www.NYBTG corn 1 Room name Entry/Stairs Living/Dining 2 Exposed wall 14.8 ft 71 8 ft 3 Room height - 9.0 ft heat/cool 90 ft heat/cool 4 Room dimensions 11 3 x 148 ft 1.0 x 478.5 ft 5 Room area 165 9 ft2 478.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftp Load number (Btuh/ft2-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1TI 12E-Osw 0.068 n 3.83 0.96 133 112 428 107 205 162 6118 155 —_G 4A4-2ow 0470 n 26.46 1303 0 0 0 0 43 0 1143 563 0.600 n_. 3378 - ._13.92_....: 21 _;0- - -_-709 . .._292 w_ ,__0 __ .__..9. ._ .._.9.. 12E-Osw 0 068 e 383 096 0 0 0 0 11 11 43 11 11 4A4-2ow 0 470 e 000 0.00 0 0 0 0 0 0 0 0 .. _. .11J0_,_,__... _.,._0.600 e- _. 3378 1392 0 _ µ0 0 0_. 0. 0 __0 _. _0 IWI' ^ 12E-0sw 0.068 s 3.83 096 0 0 0 0 205 106 405 101 i- -G 10D-w• 0.490 s 27.59 12.60 0 0, 0 0 48 0 1324 605 Lam. 4A4-2ow _ _0.470 s ._ 26.46 ._ 23 27 _- , 0 - 0`- 0- -0 -.-•. 51 ..---° .---'_0 ___1350 _ _1187 IW 12E-Osw 0.068w 383 096 0 0 0 0 225 126 482 121 E--ti 1OD-w 0.490 w 2759 24.28 0 0 0 0 48 0 1324 1166 i— _G_ 4A4-2avr _-_ _-_ _ __ 0 470 w _ _26 46_ _46 75 . 0 _ 0 0 _0- 51 0 1350 _ 2384 C_—_ . 168 30aii_ __ _ 0.032 _-_ _ 1.80 1.49_ _ ._ 0 0 _._._ 0- _ 0. .. $ _15 .12 F a 19A-38bswp 0 029 _ _•_ - 140 0.23 166• 166 ______ 233_, - 38 �_-479-_, _ 479 __-,- 672 111- F_ -__,19A-38bswp .w _._ _ 0:029 _ _ 0,00__, 0.00 . . ._-'_ 0 _.>-___0 _ _-- 0 _ __ 0 _ .. 0 -0. 6 c)AED excursion -8 799 Envelope loss/gain 1370 430 8725 7214 12 a) Infiltration 209 13 1019 64 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 5 1150 Appliances/other 0 1400 Subtotal(lines 6 to 13) 1579 443 9744 9828 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1579 443 9744 9828 15 Duct loads 7% 2% 113 8 7% 2% 697 168 Total room load 1692 451 10440 9996 Air required(cfm) 82 231 5081 512 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsott 2018-Mat-05 15 42.50 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 3 WORKFLOM700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces NE Right-M Worksheet Job: 1769 NEN'YDflN le UIiDIN G Date: Feb 28,2018 upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com 1 Room name upper Master Bed 2 Exposed wall 170.0 ft 48 0 ft 3 Room height 90 ft d 9.0 ft heat/cool 4 Room dimensions 15.5 x 22.8 ft 5 Room area 13592 ft2 352.6 ftz Ty Construction U-value Or HTM Area (ftj Load Area (W) Load number (Btuh/ft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vIV--` f 2E-0sw,-' 6-666 n 3 83 0.96 540 ----478 Y 1829 458 205 176 674 169 !L—Cp 4A4-2ow 0 470 n 2646 13.03 62 0 1645 810 29 0 762 375 11J0 _. _ ..- ... 0.600 :n-.- _ 0_00 0.00-_ --._0-- _ --_0 -_0 __ 0, _ _.0 ,_. 0 _---.0 ...R 12E-0sw 0 068 e 3 83 0.96 225 167 641 161 6 6 6 0 11 4A4.2ow 0 470 a 2646 4675 58 0 1524 2693 0 0 0 0 0600, e _000 __000 0 0 0__ —0- _-_ 0 _. 0 0 0" UI11- 12E=osw 0.068, s 3.83 0.96 540 436' 16'0-- 8 418 88 46 177 44 [::G 1 oD-w 0.490, s 27.59 1260 41 0 1142 522 41 0nC 1142 522 L—G 4A4-2� _._ _. - --. -0.470 s __ 26.46._ 23.27_- _63_ .0 1664 1463 _- __-0 .. _ .-.0. '_. ,,.0 _. 0 IW 12E-Osw 0 068 w 383 0.96 225 170 649 163 140 96 369 92 1 OD-w 0.490 w 0.00 000 0 0 0 0 0 0 0 0 4A4-2ow- _ 0 470 w 2646 4675 55 0 1469 -_2594-_ R,43 _-,_ _.__0_- _ ,1143 2019 _ C .-. 16B-30ad .r .- _.._ 0.032- _- - 1.80 __1.49- 1358- _._ 1358 2447 -_ 2030, 353 _353 _635 F_ -19A-38bswp - 0 029 - 000- 0.00_ 0 --D,-- ____o _ 0 _ 0 _ _0 _ 0 0 F.._ 1bA-38bswp_ 140 - w_ _ 0:029 - . _._ 0.23_ .__. 457 _-------457--- 641_ _ 6 6 c)AED excursion 0 365 Envelope loss/gain 15319 11416 4910 4115 12 a) Infiltration 2413 153 681 43 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 6232 1400 Subtotal(lines 6 to 13) 17732 17801 5592 5558 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17732 17801 5592 5558 15 Duct loads 43% 24% 7587 4333 43% 24% 2393 1353 Total room load 25320 22134 7984 6911 Air required(cfm) 996 99613141 311 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- wrigtitso4[® 2018-Mar-05 15 42 50 Right-Suite®Universal 2018 18.0 04 RSU25790 Page 4 WORKFLOM700 Deep Hole Dr1700_deep_hole_dr rup Calc=MJ8 Front Door faces'NE NEN' Right-M Worksheet Job: 1769 YDPC l Is ui:mo c upper Date' Feb 28,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYBTG.com 1 Room name Master Bath Bed 2 2 Exposed wall 23.5 ft 11.3 ft 3 Room height 9.0 ft heat/cool 90 ft heat/cool 4 Room dimensions 96 x 130 ft 1.0 x 179.7 ft 5 Room area 124.6 ft2 179 7 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0 068 n 383 096 0 0 0 0 0 0 0 6 4A4-2ow 0 470 n 2646 13.03 0 0 0 0 0 0 0 0 11J0_ 0.600 n 0.00_ 0.00 0 0 0 0 0 - 0 0 0 W 12E-Osw 0 068 e 383 096 9 9 34 9 0 0 0 0 11 4A4-2ow 0 470 a 26.46 46.75 0 0 0 0 0 0 0 0 _11J0_ _ _ 0 600 e 000 0.00 _ 0 __ 0 0 0 0 0- _ 0 0 W 12E-Osw 0 068 s 383 0.96 117 105 401 100 101 72 277 69 10D-w 0.490 s 27.59 12.60 0 0 0 0 0 0 0 0 4A4-2ow 0.470 s 2646 2327 12 _-_ 0 325 286 29 - 0 _ 762 670 W 12E-Osw 0.068 w 3.83 096 86 73 280 70 0 0 0 0 10D-w 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A4-tow 0.470 _w 26.46 46.75 12 0 325 575 0 0- _ 0 _ _ 0 C 16B-30ad 0.032 1.80 1.49 124 124 222 185 180 180 324 269 F _ 19A-38bswp 0 029_ - 000 000 0 0 0 0_ 0 0 0 0 F 19A-38bswp 0.029 - 140 0 23 0 _ 0 0 - 0 0- _ 0 0 _ 0 6 c)AED excursion 81 36 Envelope loss/gain 1589 1306 1363 1044 12 a) Infiltration 334 21 160 10 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 1923 1327 1523 2104 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1923 1327 1523 2104 15 Duct loads 43% 24% 823 323 43% 24% 652 512 Total room load 2745 1650 2174 2616 Air required(cfm) 108 74 1 1 86 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrigF�tsoft^ �� Right-Swte® 2018-Mar-05 15 42 50 Universal 2018 18.0.04 RSU25790 Page 5 . WORKFLO M700 Deep Hole Dr\700_deep_hole dr rup Calc=MJ8 Front Door faces NE Right-J®Worksheet Job: 1769 NEN'YORK IBUI'.D,N c Date: Feb 28,2018 upper By: Tom Baccarella New York Building Technology Group' 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web.www NYBTG corn 1 Room name Bed 4 Bed 3 2 Exposed wall 29.8 ft 30.8 ft 3 Room height 9.0 ft heat/cool 90 ft heat/cool 4 Room dimensions 1.0 x 191.6 ft 1.0 x 183.8 ft 5 Room area 191 6 ft2 183 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -- - --- - - - - - - 6 12E-Osw -0.068 n 3 83 0.96 151 _ 136 522 131 0 0. 0 0 4A4-2ow 0 470 n 26.46 1303 14 0 381 188 0 0 0 0 11.10 - — - 0.600-__n,_ _ 0.00_ ._0.00_.. _v0 - -_0 - -� 0 0-- �0. ._._0 V11 12E-Osw 0 068 e 3 83 0 96 108J6 303 76 108 79 303 76 11 4A4-2ow 0 470 a 26.46 4675 29 0 762 1346 29 0 762 1346 11.10____ _ _ -0600 a 000 _ 000 0 _ 0 0 _- _ 0 0 0 0 0 W ' 12E-Osw 0 068 s 3 88 096 -9 _ 9 34 9-- 169 154 591 148 100-w 0.490 s 27.59 12.60 D 0 0 0 0 0 0 0 - ._ _ _4A4-2ow- _ _._ _., __ 0.470 s 26.46 23.27 0_ _. _ 0:_. 0 _0_ -.__._.14 _ ..--0 -_381 335 W 12E-Osw 0 068 w 383 0.96 0 0 0 0 0 0 0 0 1OD-w 0.490 w 0 00 0.00 0 0 0 0 0 0 0 0 4A4-2ow-_ _ _____ _-, 0 470 w 26.46 _ 4675 0 0 0 D 0 0 0 0 _166-30ad__. _ ._0.032 _ ,. -'1.80 1 49 .__192_ _---_192_ _- 345 286 , 184.._._ 184 r___,_331 _ _275 F, .. 19A-38bswp 0029 0.00 - 0 23 182 _ _ 182_, 255 _ 42, - 84,_ _ 184 ri _256 —43 6 c)AED excursion -88 -237 Envelope loss/gain 2603 1990 2626 1985 12 a) Infiltration 422 27 437 28 b) Room ventilation 0 0 0 0 13 Intemal,gains Occupants @ 230 0 0 0 0 Appliances/other 1050 1050 Subtotal(lines 6 to 13) 3025 3067 3063 3063 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 35 201 14 Subtotal 3025 3067 3098 3264 15 Duct loads 43% 24% 1294 746 43% 24% 1325 794 Total room load 4320 3813 4423 4058 Air required(cfm) 170 172 174 183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -14- wrigtitsotFt 2018-Mar-05 15 42.50 AM-K "^ Right-Suite®Universal 2018 18 0.04 RSU25790 Page 6 WORKFLOM700 Deep Hale Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces NE NEN'YRight-JO Worksheet Job: 1769' OPI! IBU�;DING Date: Feb 28,2018 upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495.02B9 Email Tom@nybtg.com Web www.NYBTG corn 1 Room name Stairs/Hall Mach 2 Exposed wall 14.8 ft 0 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 183 1 ft 1.0 x 27.6 ft 5 Room area 183.1 ftz 27.6 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (ftp Load number (Btuh/ft'"F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 3.83 0.96 133 121 464 116 0 0--- 0 0 4A4-2ow 0.470 n 26.46 _ 13.03 .12 0 307 151 0 0 0 0 ._.'.11.10.1 -- ._ 0.600-n 0.00 _ 0.00_ 0 _ 0 - 0 -0 --O ----0--- '0 - 0 12E-Osw 0.068 e 383 0.96 0 0 0 0 0 0 0 0 11 4A4-2ow 0.470 a 26.46 4675 0 0 0 0 0 0 0 0 D 11.10 -_ __ 0.600--e- 0.00 0.00 0 _ _ 0 _ 0 - 0 -0---- __0 _ _ __ 0 0 W 12E-Osw 0.068 s 383 0.96 0 0 0 0 6 0 6 0 1OD-w 0.490 s 27.59 12.60 0 0 0 0 0 0 0 0 _ 4A42ow 0.470 s- - 26 46_ _23 27.-• _ 0 - 0 0 0 0' _ - -0 0. _ - - 0 W 12E-Osw 0 068 w 383 0.96 0 0 0 0 0 0 0 0 1 OD-w 0 490 w 000 0.00 0 0 0 0 0 0 0 0 _ __ 4A4-2ow --,0.-632 - 0 470 w 26 46_--46.75._ __ - 0 _ 0__ O_ _ _ _ 0 __0_- _ 0 --- __ 0_ -- _ . 0 C _ 168-30ad__,_ _ ,-- _.0.032 -__ _ —180-- 1.49- ___ 183_ 183 _ _ 330 274_ 28 28-,- 50_ -41_ F 19A-38bswp _ 0 029 - 000 0.00 _ 0 0 0 _0 0 0 0 __-_ 0 -F - --19A-38bsw--__ 27--- - - - . p - -----0 029 =- - -1.40 --- 0.23 - -- - - 27 .--- 37 - ---,6- -. -28- - - 28 39 6 6 c)AED excursion -65 -39 Envelope loss/gain 1138 482 89 8 12 a) Infiltration 209 13 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 D 0 Appliances/other 341 500 Subtotal(lines 6 to 13) 1348 837 89 508 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 30 169 -89 -508 14 Subtotal 1377 1006 0 0 15 Duct loads 43% 24% 589 245 90/0 2% 0 0 Total room load 1966 1251 0 0 Air required(cfm) 77 56 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �+- =ngntsoTFt- 2018-Mar-05 15 42 50 �C`� "" " " Right-Suite®Universal 2018 18.0.04 RSU25790 Page 7 ..W0RKFL0W\700 Deep Hole Dr\700_deep_hole dr.rup Calc=MJ8 Front Door faces NE Right-M Worksheet Job: 1769 NEN'YOflK B D�N`GDate: Feb 28,2018 upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Bath 1 Laundry 2 Exposed wall 6.3 ft 5.8 ft 3 Room height 90 ft heat/cool 90 ft heat/cool 4 Room dimensions 11.0 x 63 ft 83 x 58 ft 5 Room area 68.8 ftz 47.4 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft5 Load number (Btuh/ft-I') (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 3.83 0.96 0 0 0 0 52 44 170 43 �G 4A4-2ow 0 470 n 26.46 1303 0 0 0 0 7 0 195 96 D 11J0_ _ 0600 n _ _0.00 __ 0.00 _0 0 0 0___ _ O_ _ 0 _ _ _ _ W 12E-Osw 0 068 e 383 0.96 0 0 0 0 0 0 0 6 11 4A4-2aw 0.470 a 2646 46.75 0 0 0 0 0 0 0 0 ILD 11J0 _ _ _0600_ a 0.00 _ 0.00 0 0 ____0 0 _ 0 _0_ __ 0 _ _ W 12E-Osw 0 068 s 383 0.96 56 49 187 47 0 0 0 0 10D-w 0 490 s 2759 12.60 0 0 0 0 0 0 0 0 4A4-2ow_ 0.470 -s 26.46 23.27 7 0 195 171 _ 0 _ 0 0 _ _ 0 W 12E-Osw 0 068 w 383 096 0 0 0 0 0 0 0 0 10D-w 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2ow__ _ -0-470. w 2646 4675 0 0 0 0 0 0 0 0 _C_ 1613-30ad ,__._ _ _ ----0.032 - 1.80 1.49 _69 69 --j24 103 47 47-, _ 85 _. _71 F_ 19A-38bswp _ 0.029 _ - 0.00 000 0 0 0 0 _ 0 0 _ 0 ----0 F_ 19A-98bswp _ 0.029 - -1.40- 0.23 30 _ _ __30 __ 2_ 7 _1 _ _ 1 _ _ 2 0 6 c)AED excursion 23 -76 Envelope loss/gain 548 351 452 134 12 a) Infiltration 89 6 82 5 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 841 Subtotal(lines 6 to 13) 637 357 534 980 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 24 138 0 0 14 Subtotal 661 495 534 980 15 Duct loads 43% 24% 283 120 43% 240/6 228 239 Total room load 944 615 762 1218 Air required(cfm) 37 28 30 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fla- wrG F+tsoirt® 2018-Mar-05 15 42 50 " Right-Swte®Universal 2018 18.0.04 RSU25790 ,�"� ,..., Page 8 ...WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces NE N First Floor 128 cfm 1 8 cfm 7" 7' Living/Dining 6" 28 cfm 6" 128 cfm 800 cfm 117 cfm 15" Kitchen Entry/Stairs 117 cfm 12 x 10 U3-----76x10 fm ud Powder 8 cfm 70 cfm Job#: 1769 New York Building Technology Group Scale: 1 :87 Performed by Tom Baccarella for: Page 1 700 Deep Hole Dr 159 Rt 25A Budding 1 Suite B Right-Suite®Universal 2018 PO Box 718 Miller Place, NY 11764 18 0 04 RSU25790 Manorville, NY 11949 Phone.631-495-0289 2018-Mar-05154350 Phone:(631)874-2066 Fax. (631)878-5093 wwwNYBTG.com Tom@nybtg.com eepHole Dr\700_deep_hole_drrup gruhillhomes@yahoo corn N Level 2 6 105 cfm FMaster Bed 105 cfm Master Bath cm 105 cfm 10x8 III Bed 1 T5x8 996 cfm c ' 77 cfm Bath 1 Stairs/Hall cm4 ' Laundry 55 cfm Mech c 86 cfm Bed 3 Bed 4 c 86 cfm Job#: 1769 New York Building Technology Group Scale: 1 87 Performed by Tom Baccarella for: Page 2 700 Deep Hole Dr 159 Rt 25A Budding 1 Suite B Right-Suite®Universal 2018 PO Box 718 Miller Place, NY 11764 18 0.04 RSU25790 Manorvdle, NY 11949 Phone:631-495-0289 2018-Mar-0515.43.50 Phone: (631)874-2066 Fax. (631)878-5093 www.NYBTG.com Tom@nybtg.com eep Hole DrVOo deep hole dr.rup gruhillhomes@yahoo.com Duct System Summary Job: 1769 NEWYORK BUILDING Date: Feb 28,2018 "ou �`�` Lower By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email. gruhillhomes@yahoo.com Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.70 in H2O 0.70 in H2O Supply/return available pressure 0.492/0.208 in H2O 0.492/0.208 in H2O Lowest friction rate 0.229 in/100ft 0.229 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 306 ft Sup'ply Branch Detail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Entry/Stairs h 1692 82 23 0.238 6.0 Ox 0 VIFx 21.5 185.0 st3 Kitchen c 2284 51 117 1.245 6.0 Ox 0 VIFx 4.5 35.0 st4 Kitchen-A c 2284 51 117 0.279 6.0 Ox 0 VIFx 16.5 160.0 st4 Living/Dining C 2499 127 128 0.286 6.0 Ox 0 VIFx 21.8 150.0 st4 Living/Dining-A c 2499 127 128 0.274 6.0 0x0 VIFx 39.5 140.0 st4 Living/Dining-B c 2499 127 128 0.258 7.0 Ox 0 VIFx 50.3 140.0 st4 Living/Dining-C c 2499 127 128 0.229 7.0 Ox 0 VIFx 39.8 175.0 st4 Mud h 1450 70 20 0.257 6.0 Ox 0 VIFx 26.0 165.0 st3 Powder h 779 38 10 0.242 6.0 Ox 0 VIFx 28.5 175.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 191 53 0.238 458 6.2 10 x 6 ShtMetl st4 Peak AVF 609 747 0.229 896 10.4 10 x 12 ShtMetl TableReturn Branch Detail Grille Htg Cig 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 Ox 0 800 800 91.0 0.229 652 15.0 Ox 0 ShMt ' wrightsoft, 2018-Mar-05 15 42 51 �� nMn.huo mm n.o,-- Right-Suite®Universal 2018 18 0.04 RSU25790 Page 1 ...WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces.NE Duct System Summary Job: 1769 NEW YORK BUILDING Date: Feb 28,2018 Is GpapG,GG. upper By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG cam Project • • For: 700 Deep Hole Dr, Gruhill Construction PO Box 718, Manorville, NY 11949 Phone: (631) 874-2066 Fax: (631) 878-5093 Email: gruhlllhomes@yahoo.com Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.47 in H2O 0.47 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.170/0.060 in H2O 0.170/0.060 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual air flow 996 cfm 996 cfm Total effective length(TEL) 316 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln(ft) Ln (ft) Trunk Bath 1 h 944 37 28 0.090 4.0 Ox 0 VIFX 22.5 165.0 st1 Bed 2 c 2616 86 118 0.090 7.0 Ox 0 VIFx 12.8 175.0 st1 Bed c 2029 87 91 0.073 6.0 0X0 VIFX 38.3 195.0 st1 Bed 3-A c 2029 87 91 0.093 6.0 Ox 0 VIFX 31.5 150.0 st1 Bed 4 c 1907 85 86 0.085 6.0 Ox 0 VIFX 40.0 160.0 st1 Bed 4-A c 1907 85 86 0.093 6.0 Ox 0 VIFX 32.5 150.0 st1 Laundry c 1218 30 55 0.091 5.0 Ox 0 VIFx 26.5 160.0 SO Master Bath h 2745 108 74 0.104 7.0 Ox 0 VIFx 13.8 150.0 st2 Master Bed h 2661 105 104 0.109 6.0 Ox 0 VIFX 15.0 140.0 st2 Master Bed-A h 2661 105 104 0.100 6.0 Ox 0 VIFx 9.5 160.0 st2 Master Bed-B h 2661 105 104 0.133 6.0 Ox 0 VIFx 22.8 105.0 st2 Stairs/Hall h 1966 77 56 0.088 5.0 Ox 0 VIFX 17.8 175.0 st1 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 574 611 0.073 733 12.2 8 x 15 ShtMetl st2 Peak AVF 422 385 0.100 760 10.0 8 x 10 ShtMetl Bold/italic values have been manually overridden 1 wr7ghtsoft® 2018-Mar-05 15 42 51 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 A ...WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr rup Calc=MJ8 Front Door faces.NE 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 Ox 0 996 996 83.0 0.073 632 17.0 Ox 0 VIFx -Fk wrightsoft, 2018-Mar-05 15 42 51 A Right-Suite®Universal 2018 18.0.04 RSU25790 Page 3 WORKFLOW\700 Deep Hole Dr\700_deep_hole_dr.rup Calc=MJ8 Front Door faces,NE a CREScheck Software Version 4.6.3 �J( Compliance Certificate Project Haack Residence Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family, Project Type: New Construction Conditioned Floor Area: 3,150 ft2 Glazing Area 12% Climate Zone- 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mattituck, NY Mr& Mrs. Haack Peter Podlas Architect PC Compliance 2.8%Better Than Code Maximum UA- 633 Youi UA 615 Maximum SHGC. 0.40 Youi SHGC 0.28 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies or Perimeter Ceiling 1: Fiat Ceiling or Scissor Truss 1,320 49.0 0.0 0.026 34 Wall 1: Wood Frame, 16" o.c. 2,921 19.0 0.0 0.060 152 Window 1:Wood Frame:Double Pane with Low-E 281 0.310 87 SHGC: 0.28 Door 1: Solid 24 0.390 9 Door 2: Glass 84 0.310 26 SHGC, 0.28 Basement Wall 1. Solid Concrete or Masonry 5,285 15 0 00 0.058 307 Wall height 7.0' Depth below grade: 6 0' Insulation depth: 7.0' ARCH�tlrl Compliance Statement: The proposed building design describe a� $I building plans, specifications,and other calculations submitted with the permit application.The propos d bw M has be e to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory re uire ii is listed in thr Sch ck Inspection Checklist, A r r- LLJ Name-Title ig #u re Date 9 OF Nc Project Title: Haack Residence Report date: 07/0,7/17 Data filename: OACAD\Plans 2016\Haack, Peter\CDs\Res Chk R15,rck Page 1 of 1 oad APPR VED AS NOTED ELECTRICAL. DATE: B.P.# WSPECTION REQUIRED FEE: BY: NOTI B` C: SIT AT 765-1802 8 Xvi t,,vy FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED TRUSS PLACARDING REQUIRED FOR POURED f',ONC9ETE 2. ROUGH - PLUMBING 3. INSULAI 4. FINAL - MUST BE COLb ALL CONS; SHALT. MEET THE REQUIREMEP _ (HE CODES OF NEW PkUMBER CER TIFICA YORK STATL. ;JOT RESPONSIBLE FOR bNltAD CONTENT FE DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OrCU;--,/. r SOLDER USED IN WATER SbPPLY SYSTEM CANNO?" COMPLY WITH ALL CODES OF •EXaED 2/10 OF 1% LEAD. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �56�ldAL�-F6WN�6�, RD PLUMBING ALL PLUMBING WASTE SOUTHOLD TOWN TRUSTEES WATER LINES NEED N.Y.S.DEC t9itTING BEFORE COVERING DO NOT PROCEED WITH OCCUPANCY OR FRAMING UNTIL SURVEY OF FOUNDATION LOCATION USE IS UNLAWFUL HAS BEEN APPROVED. Blower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCYtesting required. All exterior lighting installed,replaced or repaired shall conform DRAINAGE INSPECTIONS ARE REQUIRED to Chapter 172of the Town Code Fire separation Contact TOS Engineering at 765-1560 before required as per Backfill,OR Provide Engineer's Certification NYS Code that the drainage has been installed to Code. 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Igrade,E3.,' hap Icornp ssive Ot eng th of� 66Kr Ir AIII000 aD d'62 com 4, MU, "5pQnge inis ITtIr 9 ane It mp-;p Iyp"gum, 0 O vos -of Ore! 65fro M' 'IO' roming; ftoof I -we ,or,per o 0 Upe,open -For ', ra Is n IIaners,ur ,a�Ur ftstqPpi ItQjn t,'5'00 IV,'wood truc utol 2 L-b 'ard IIITIh'the', "- I , -(R aIIh end with,inter-A- IImasonry., M16(2,,,anchor bo ts per, OP O' bo-6' A5 �O IInIIjrj.04 Th IOrciftstoppi r4pa I I �' ,,, , ,, I I-'I,I�I'll' "', -,,,1; �, I, ' 'i , , r aq ra ing-mer boOw I -Ish PO aIIIA0, T'IN Anchor bolfO soll �e 5161i d]jme 1'�]n'p6ulr-e whCrE n n/la ter 6MIbidd aa - room fr TItIIIrea s., r ay, an nq, Ig-p�ootlo minimum FIIIIAIMrr 'ays AI'OmPa< IIEE 'TTACH IaiALWLATt�IlI6,Q0 .9visi 'irb 0 t alj-�( I I Il, 'stalro'te -tb' b -Of the In Ith nA6 sheet,A2 0 d,dt-,�apo�ltg 1�"assu)tIve,Sol fpotin nA , tb'r&c' qI,Y& h0rrl(�aine,c ip�5 an d -,2 11 frar i� wve,, N'I Qse all nal on or��e 'm r t or rldr gtLoirs'tb,t��3�prgvid6d.With,il,t� 1 )a I i,lHo uding Ipring - '1'-I:Q6 , :�wns 6hb 1, 'be Joist5:Wjth dir ct bee ""c r Re re: e.,oI,,Allr6ifforced -futh IA- d rd a%,0, Wit ts as p!er�chart,,oh see u r ised Metal Joist Ha 5.02 by man ufg��tpr&r. By imps' q U a 1.ized 'stee a GA I's 1 1.�00 -F 0 U N�P' It A- II1 Th tgp 66d to be 5"03 " r rit I M w 0 u 5 y Iso-Fil)e afloor, oIIIIItII,reqwired 'it�,exlt oQr the rec r 1 04 f16 qp''tQ I, I , . " I t, t- _, , ,, "r I- ' f Irat r.lo t6 h161d;-' C,opperXr4 �f f,o Indl�iar)r'Ce ft.,must 0 6pe(,al Id e $I;4�dar at en to -pa ,an prior en,Id t Air' q, unI6A'trea' t e''a to in r 4 C T rMito IImaximum,vertica, is c ro the an in 5a e gra e,and,don IIIs r tio * on er, I6"'O 2 Ing,' aIni grW IAI-floor.'', Iro o m ah e5,',it oye t e� LOPtg f a, F IAAA 'A 13T F�..AI 0 A ctl6h, eel tAIIIt �;pe&n tt I0 nc. e w -,the ro"O'ms W�ven I on lh� 10�1�1;, I f�igneO. and,man- dsIf ft,, Iin IVng e bt h e r o o r, to I jta�le ras required,b4l I "4 , " " I, � a�an' He ra , : , ,:, * , ;'r, , "T�� " , , 11 I ":, �: , I I � 'I , ;, i h-Of�N h At IFI 'or, I 'Joist; roof r t 1,lumbe rt,oot6a,� all t Af3ridging wqod cnos 6.03 f*: ,6' 4 '.Roof Trusses d�r apppl!0 e 5' Wall 061hf. 5@ neer; fabrication�Cert ft D , r e b nio n I a10 #60 V A fLl IIwall 4 kfill r onstallatiori..P, P IegI2 AIooA L Iable bg hIIe IIb ;O y b1ptiori of�"14 law 0 III �4ih4:'Lin�6r,th It swperv.510n, IIIAI1209 en-exterior,gi ue.t, )"holo �',I�: -,,0 6 up obotr (:,,4 , I ;, ,' nd s ",Habi p1wood f1hl sh 6 haerlaym'ent:belou� al An Iionr 'M q t enof 066k�go ' 2.02 inImUm ript-c Ar om 1 4 IIIp ly.poQ a ,Y pt�r Iany p o On t A-1 'A j,'411 6�anot(j Ot, ett� I requqj Ir ,a w e mirilmy h6ig,ht t IConten Q, h ear. own av1 ,690 m'oduW,6F elast d,yTan'd maxl VqI 9twre fo r,, l:strqr Mor,g I u e I I " '' ' _11� I I_* - g' 'rhbe Mor ar to be type , ompres th' o-, e 2;009 a ep, .q U Irt II 'h Ylall, 5t 'a's 6�'a I ju I 'mn 6es floor to,,Ito IM,h ai to��d, yIHaZar I 'A 5, Itto-M I C�e ri ItIIIIIIp,a 'p AIIee in Ike om els tj o as, PC.raw,ng,m th',&ut:the'1,, A -0 I ....... 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