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Home My WebLink About42989-Z �q FPOI,��oG Town of Southold 2/4/2020 P.O. Box 1179 v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41042 Date: 2/4/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1230 Waters Edge Way, Southold SCTM#: 473889 Sec/Block/Lot: 88.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2018 pursuant to which Building Permit No. 42989 dated 9/4/2018 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: Additions and alterations to an existing single-family dwelling to include 1 st& 2nd floor decking as applied for per ZBA approval#7146 -06/21/2018. The certificate is issued to Neimeth,Christopher&Kristen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0074 12/16/2019 ELECTRICAL CERTIFICATE NO. 42989 07/22/2019 PLUMBERS CERTIFICATION DATED 06/20/2019 P u upp th riz ignature �SUFEot,r�oTOWN OF SOUTHOLD ago ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42989 Date: 9/4/2018 Permission is hereby granted to: Neimeth, Christopher 30 W 74th St#4D New York, NY 10023 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 1700 Gin Ln., Southold SCTM # 473889 Sec/Block/Lot# 88.-3-19 Pursuant to application dated 8/13/2018 and approved by the Building Inspector. To expire on 3/5/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,376.40 CO -ADDITION TO DWELLING $50.00 Total: $1,426.40 (A Bui �glnspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �-, New Construction: Old or Pre-existing Building: (check one) Location of Property: `a S House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 03 Lot I Subdivision Filed Map. Lot: Permit No. t Date of Permit. r1 Applicant: Health Dept.Approval: \C' 'r�� 1 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: eck one) Fee Submitted: $ Y_ Applicant Signature OF SOUr�,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c ® Q sean.devlin(cDtown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Neimeth Address: 1230 Watersedge Way city:Southold st. NY zip: 11971 Building Permit#. 42989 Section. 88 Block: 3 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 67 Ceiling Fixtures g HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 30A Single Recpt 2 Recessed Fixtures 73 CO Detectors Sub Panel A/C Blower Range Recpt 30A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 2 Switches Sg Twist Lock Exit Fixtures TVSS Other Equipment Combo smoke/co- 3, Exhaust fans-4, uc/puck Its-4, AC's-2, AH's-2, DIN, Microwave, Fridge Notes: Inspector Signature: U/ Date: July 22, 2019 S.Devlin-Cert Electrical Compliance Form.xls saUr,� ;. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'd��i UN BUILDING DEPARTMENT TOWN OF SOUTHOLD ,EX TIFICAT_ION Date: Building Permit No. Owner: (Please print) Plumber: . (Ple a rint) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. Wu berst ignature) Sworn to before me this day of Zwe , 20� L-. Notary Public, NQMQ,y Cocinty, `'! : JUN 2 5 2019 - DINA ANDRIELL Notary Public • State of New York NO OIAN6364554 Qualified in Nassau County fYly Comm. Expires Sep. 18, 2021 ° IS 11;1"r'CITirfa�` 8 c� OF 30UTyO # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECT-ION [--�a UNDATION 1ST [ ] ROUGH PL13G. jr- 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: fo"OA un l 2 0 'emi ff- its , 2 DATE 7--Pf INSPECTOR �o�aoe soulyo� - '� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fi(km %A � Y DATE INSPECTOR OF SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE l INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. Z [ ] 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: DATE / O INSPECTOR< # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPEC - ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING- [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLTION [ ] CAUL7+em�loitll RE ARKS: Pcwook..-A �tmbt-11-1-64 161 0 l r0milv i t DATE INSPECTOR ` oe sou �� TyO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: _ UPI a � T • v� DATE INSPECTOR oe souls TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: iCi G�vC� etD PO4ft &-b QAi&Ai?.z IL— ��IUVj7 AEG wt-. 4 go v4w DATE INSPECTOR OF SOUT � � L �� hO TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE Z 2- INSPECTOR a0F sour yO<o * * TOWN OF SOUTHOLD BUILDING DEPT. Mum' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] 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 [ ] CAULKIhLG REMARKS: VK vo"f, I&A, cciz DATE I-A INSPECTOR v ho�aOF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECPON [ ] FOUNDATION 1ST [ 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: oz 7 A70a< In f DATE INSPECTOR MINH 1 230 Waterseda Way Southold, NY 11979 Sligo Construction Cori2 THIS HOME IS CERTIFtED TO MEET THE NEW YORK; ECCC 2018 ENEI' GY COD' E Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-4.0, Return R-4.0 C=:) Above Grade Walls R-18 Duct Leakage to Outside 20.0 CFM @ 25 Pa C"i to Foundation Walls N/A Total Duct Leakage 20.0 CFM @ 25 Pa _.R" C\J Framed Floor R-21 Heating Furnace-Oil-86.7 AFUE Slab R-10.0 Perimeter, R-10.0 Cooling Air Conditioner- Electric- 14 SEED nder - Infiltration 3 UACH50 Water Heating Water Heater•Oil•0.79 Energy F t_�r -4 D Window U-Value:0.32 SHGC:0.30 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating Is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: f Organization: Energy Rating Service Inc Date: 6/18 10:38 AM Ekotrope RATER-Version 2.2L.1981 This soMvare has been accredited byRESNETto demonstrate Intemational Energy Conservation Code(IECC}Performance Path Compliance. It has not been reviewed or approved by the state of New York,the Internationat Code Council or their affiliates. Hone Energy Rating Certificate Rating Date: 2018-08-06 Registry 1D: Unregistered Projected Report Ekotrope 1D: BdN7gj8v ® n e • - + ! • • _ _ _ ® � o •e • e • r the Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual cost criteria of the following: Heating 89.7 $1,699 2006 international Energy Conservation Code Cooling 2.4 $148 2009 International Energy Conservation Code Hot Water 10.5 $193 2012 International Energy Conservation Code Lights/Appliances 21.9 $1,231 2015 International Energy Conservation Code Service Charges $65 Generation (e.g.Solar) 0.0 -$0 Total: 124.5 $3,336 Home Feature Summary: Rating Completed by: Home Type: Single family detached Energy Rater:Matt Wahl K ISO Conditioned Floor Area: 2,816 sq.ft. RESNET ID•2572845 Existin Homesg 140 Number of Bedrooms: 3 sxn Primary Heating System: Furnace•Oil•86.7 AFUE Rating Company:Energy Rating Service Inc im Primary Cooling System: Air Conditioner•Electric•14 SEER 3S TellarDr,Islip Terrace,NY 11752631-383 4198 Reference home J,--q, xuo Primary Water Heating: Water Heater•Oil•0.79 Energy Factor 77 $ House Tightness: 3ACH50 Rating Provider:EnergyVanguard ;'.�� 533 W Howard,Suite E,Decatur,GA 30030 ''; _' : ' Ventilation: 80.0 CFM•35.0 Watts x; ink ° 678-662-4332 ..� x �•r.o.,u, c Duct Leakage to Outside: 20 CFM25 /J. `- ao This Home Above Grade Walls: R-18 Y Ceiling: Vaulted Roof,R-30 �o Window Type: U-Value:0.320,SHGC:0.300 Zero Energy 'o Foundation Walls: N/A Nome 0 LMFnery Matt Wahl,Certified Energy Rater Date:8/6/18 at 1038 AM New York ECCC 2016 performance Compliance Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold, NY 11971 631.383.4198 Inspection Status Matt Wahl Results are projected 1230 Watersedge Way, Southold R72271-1230WATERSEDGE-MJW Builder Sligo Construction Corp Annual Energy Cost Design New York ECCC 2016 As Designed Performance Heating $2,544 $2,368 Cooling $159 $159 Water Heating $345 $345 Subtotal,' llsod to deto;mine''compliance.; Lights&Appliances $1,120 $1,134 Onsite generation $0 $0 Total`. : _ :' r. = v $4;169-,,-, $4;006 405.3 402.4.9.2 402.5 Performance-based compliance Air Leakage Testing Area-weighted average fenestration passes by 5.8% SHGC 402.5 404 Mandatory Checklist Area-weighted average fenestration Lighting Equipment Efficiency U-Factor Design exceeds requirements for New York ECCC 2016 Performance compliance by 5.6%. As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4. If rating is Projected, I certify that the building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. If rating is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 816/18 at 10:38 AM Ekotrope RATER-Version 2.2.5.1981 New York ECCC 2016 Performance compliance results calculated using Ekotrope's energy algorithm,which Is a RESNET Accredded HERS Rating Tool. Building Summary Property Organization 1230 Watersedge Way Energy Raring Service Inc Southold,NY 11971 631383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected 8722-1-1230WA–i ERSEDGE-MSW Builder S11,go Construction Corp ivutbeX:t7f,8edrgos',,?,.,I Number Of Roors 2'81 Unconditioned,iitacfiiid garage? Yes Con ft7 10'�eq'vd ume[CU It Units I � –' " – Total Units in Building Model Custom Home `W -'mmunt Cfimatii'Zone 4A vj7 vqgq'. r!T�'T '_4k M V, n?law,R"'- 11 pg :4 None Present 777 None Present -77 Name Library Type Perimeter Ftcor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Unnamed Slabs;,.'�,"',R ia—' 5 pn Grade, 536.0 sq.R. Exposed Exterior Conditioned Space '7'n'V 7?� Name's Wall Construction Slab ComptetelV -Understab Insulation Perimeter Insulation Perimeter Insulation R �rR-value Type lnsutated? Width[ft] Depth[ft] value R10P,R10U,8Wt ",Woodr6efbtl No, 10.00 7 Name Library type Carpet R Floor Grede Surface Area Location Basement Cel Jng,��V-: ij�Gj, 16 eko, Grade; 7,�,Exvosed Garage Ceiling,,*',' R1 9,FG2,8-16 bk6 6 M 283.0 sq. Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MSvV Builder' Sligo Construction Corp TrAth NameR-value R19,FG2,8-16 eko 1541 R21,FG2,8-16 eko': 19 Name Library type Surtace Area Locattan 1-a 158.D sq.ft. 'Yr R15 attachedgarage 1-garl 4, D, 36.0 sq. c V171;1T--1WZ =�77-7� �-F F71, )WtL1btAry L ' LiAzil"',U, 144 i�1�11 L--2-L" R 15.Oi 00' . .......... Rl� if ji. �Z4�.,w Library Type Surface Color ~ Surface AreiLocation 2x4 Exterior Wal,SF—_,- ,LI"I— R15 2-'4��1 Medium fL Exposed Exterior FG 'I k Gable walls'v %,R15,LDFJJ,16+5 ekoMedium Exposed Exterior V Garage Common VlallsrA- J1R1$,FG4-4-16,+3ek6 Medium 396.0 sq;efu Exposed Exterior 77 �j'm 71777;"r- ZME R1 5,FG2.4-16+3 ekol 16'269 RI 5,LDFI,4-16+5 elcot Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383 4198 Matt Wahl Inspection Status 1230 Watefsedge Way,Southold Results are projected 11722-1-1230VIVATERSEDGE4.41AV Builder Sligo Constfuction Corp Name �..�Lfbrary Type Wait Assignment��Basement Wali Overhang Depth Overhang Ft To OYerh3ng Ft To Orientation Surface Area Assignment Top Bottom Unnamed Glazing, -U:0.32, 2x4 Exterior Walls 0, 0, 4Z South 27.0 sq fL HdCA29 Unnamed Glazing!, _110,32, 2x4 Exterior Walls, 0 0, 4.8 South 35.0 sq.It. S11G& Unnamed Glazing' UT 32%2x4 ExlenorWalls,• 26.0 sq.ft 0— 48 West SHGC.A29 Unnamed Gfaz1[ngj7_',_ Q0.32,'2x4 Exterior Walls-'. 0" 0; 2 South 27.0 sq.ft. SHGC.-0.29 Unnamed Glamng;;'. U:0,32,,2x4 Exterior Walls 0" 'b-1 7 South 35.0 sq.11 S14GC:0,29 03' 27.0 sq ft O� Unnamed Glazing; U 2 2x4 Exterior Walls',,' 0 3 South Unnamed,Glazingl, "'.zJJ.0,32„'2x4 Exterior Walls 0, 0i 5.8 Soutb 350sq, ft. 'SHGC:029 Unnamed Glazingf U,:0.32, 2X4 ExtenorWalls 0 A 5.8 East 39.0 sq ft Unnamed Giazing',' W U.0.32, 2X4 Exterior Walls-,' 0',, 5.8 South 28.0 sq ft. SHGCA29 Unnamed Glazing', • W0.32, 2x4 Exterior Walls, 58 South 42 0 sq tL SHGC�V,21 Unnamed Glazingt' U-0.'K,”2x4 Exterior Walls 0,r, 5.8 East 12 0 sq.ft_ Unnamed Glazing', UA32, 2x4 Exterior Walls, 0 5.8 East 13 0 sq-ft. C7 029 Unnamed Glazing 0 U_4,3�2, 2x4 Exterior Wails, `01 5.8 North 13.0 sq-fl. �SHGC,0.29 Unnamed Glazing:`, p.ov-,-wExtenorWalls" 0 -6 5.8 North 57 sq ft "SHGC,0,29 Unnamed Glazing', Q:b.32:,2x4 ExtedorWafts' 0 5.8 North 13 0 sq It SHGCQ 29- Unnamed Glazing!, 0 "01 5-8 East 42 0 sq.ft. I HGCO29 Unnamed Glazingl" U'0.32-2x4 Exterior Watts 0- 5.8 North 34 0 sq.ft. SHGC,O29 Unnamed Glazing SHGCAU-0 32, 2x4 Exterior Walls,, 7 687 South 34.0 sq ft. �9- Unnamed Glazing; U,O 32, 2x4 Exterior Walls", 7= 21 687 South 68.0 sq.ft Unnamed Gtazing'f `If.02,,.2x4 Exterior Wafts, T- 2' 687 North 45-4 sq.ft SHGQ:,29 Unnamed Glazingi- 0,0-32,,2x4 Exterior Walls, 011sq.ft. 0 North TO `U:0132, 20 0 0; 0 North 17 5 sq It. Unnamed Glazlng�� Exterior Walls', ;S GC 0.29, Unnamed Giazing; 2A Exterior Walls;,,, 7 2i 6.87 East 11.3 sq ft Unnamed Glazing! 0.0,32,t 2X4 Exterior Walls," 2t 6.87 East 34,0 sq.ft. SHGCO 29, Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp R Name Shge U-1actor U-0 32,SHGC.0.29 4, Q� (Y0.32,SHGC 0.29'a`�, 10 29, 0.320 `77"`7 —4-'YJ= ;,77-77 -777' A None Present None Presets ---�,:77-77717 J& M Exposed Exterior edium -il�0—Sq fL '�4wi"a•...a»S�«Funw.,Ser-�.as^..e.r`:+ 'u"b.v�w - ':�..d.1+kF'::+✓w. 1�".:� a: A�' 'nCl'.^_nti x .,,., � ., .�h �a,_�.:Y':r,Ft ylSn,>�.,m° i�:.n r��ar�a Name Library Type Wali Assignment Basement Wall F_trfittance Solar Surface Cotor Surface Area Location Assignment Qtrsorptance Exterior ,,2-11qWdsolid 2x4 to garagelT,,�`.f 115:stdel,lfisul, Garage Common-,,`�`-� 0�9_ 07.5' Medium 16,7 sq.ft. Exposed Exterior 2-1/4 Wd solid :357, R5 steel insult 200 Name Library Type Roof-Deck Area]sq.ft] Clay or Concrete Roof Surface Color Surface Area Location Tiles e -�1,805ffsq;fL, Vaulted Roof a Unnamed Roof!6,,,,R36�I1DfF1;`10-16s eko 1.805_ Medium,;, vv, Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc SoUthold,NY 11971 631383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp R30,LDF1,10-16seko .7-7=7'7,777-= No W929 T f Vr -"n 9 4,-Rl." Afld X0 Infiltration Measurement Type Shelter Class 3ACHM5013at`,,^4-I'l 3 lowe" 777-7-7-70, 5, IIall o"i �.K`.W Ventilation Type [Cubic Feet Operational hours per day Fan Watts Runs once every three Energy Recovery Percent mu hours ERV j`,',q� 2� % 6, 35� 7-KNO �,�i °�interior Fluorescent %tnteriar LED Ughting �°Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %c3arage LED Lighting 50 7 7 None Present 177 7 7 Fr Building Summary Property Organization 1230 Watersedge Way Energy Raring Service Inc Southold,MY 11971 631 383 4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp Al None Present -�,E U, g �10m6v 9x. 0, Name Library Type Heating Percent Load Cooling Percent Load^ Hot Water Percent Load -AC :24 01, Ist Floori, K;,14,SEER 01/0 -fwv 0% 2nd Floorl.-",, 0% Boiler yg-aid q2k,,8611A 100%-, 0% i. Water Heatingf" 00,1T,50gal,8613% 090 OW 100% �y 'A Efiictri&, Distribution Type Forced Air to pbLe S- J Ing p,Sp6e Cooling Efficiency 14 SEER t 24 -A 0 ,FUqtTY" pl� -Air Distribution Type i�orcCd Ogle,SOOO Hearing Efficiency", 86.7 AFUE 7 9 - 2 iqo Use default EAE TfAlE�11i*hl - F T u [D Distribution r Tyl Heating __E H6a t! g hn Use defa, AE IM F ype� "'T 'U Y u 'Typ el Distribution stribution Type Hydronic Delivery E� -z�-1-11- --- -- - — - I ---- - d nc H t Water I y 7 'tank Capacity(gal,) 50 'tank r Ca It '14o t'Watdr Capac- -k'bt' 46, Ity 1, 01", c ffi Re'8overy Efficiency 0.86 Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383.4198 Matt Wahl inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp Diatritiiltion dA We, F" Cooling Equipment 2nd Floor -433' 4 Return Grilles 960 e, Return Duct R Value 4 q Return Duct Area[sq-ft] 71-65 10 zlw v 4' Total Leakage[CFM @&nbsp-25Pal 20 RAE —Q— Use 64iiultFlow Rate Yes Duct Location v Conditioned Space 0 Oeimnt Return Area 100 Duct Location Conditioned Space �P Percent Return Area 01 Duct Location Conditioned Space Percent Return Area 0 14` Duct Location Conditioned Space t�*p Percent Return Area 0 Al" Duct Location Conditioned ifioned Space Percent,S...... .. .... Percent Return Area 0 Duct Location Conditioned Space 0 V J Percent Return Area 0 7 Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383.4198 Watt Wahl Inspection Status 1230 Watersedge Way,Southold - Results are projected R722-1-1230WATERSEDGE-MJW Builder Silgo Construction Corp =7 F Distribution Type' Cooling Equipment 1 st Floor eet S 9 Return Grilles t�R V61" Return Duct R Value 7 ReturnI 11 Duct Ar.Area[sq.ft-1 69-1 5 "�'Vkt-6ak4446' 0*6 'Toial't-eakage[CFM @ 25Pal 55 Total:1161 est Con I ions U's1e Default Flow Rate Yes DuctLocationBasement(insulated basement ceiling) Percent , QkSuA ,,pp,r. -Y'. re,a ,,, , , 4 10q" ,, ", �" Percent Return Xrea- 100 'b66tLo'cation Conditioned Space 'IY, 'AreaPercent Return Area—" 0 Duct Location Conditioned Space Percept S Percent Return Area 0 '01 1-4 Duct Location Conditioned Space -l" - 'PRp Y 0 Percent Return Area 0 Duct Locafi"o-n Conditioned Space 'P Percent Return Area 0 Duct Location Conditioner!Space #?ercent;Suppljr Area,: 11-'q Percent Return Area 0 'WtriVIW6hT'— A— "i blea "Yp ting Equipment Boiler {s`Alt.Equipment'In,Gonditidned;SPace 14 es V Leakage Default AERS Default Leakage .b is -S_ 46 'C Cfm Per Waft 100 Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631,383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp o''o-..,,, ..p=^.',�'�sv'"*°3s, �,trY�.6�elf,,.t Fllm�r��i�Sa��,Q�`,r,�tt - _ ..�,,,• i. �r•.,,, - �w�°�- �,s.=,- ,F• „�,, ,..x, .�i,,,U ifyn ^,v :'�_cN�x';r,��.^ th,,'�a•n. 9i,T,�e',:'ud+;ti4+,��•.,.� ,,;k;;',n Nin:;. � �.a�,ry;+re�,. a �.,._.-.:%:-�tt.�ee�',e.,�:i i`..:�.,..t.*:.::,�•,�+k:.,:.�..;.�. w,C y. ,.�, cv ,:, N�'e';"u��.•-t, �`'� 1.6 Defaukt Hot Water Pipe Length:."_-__. No Hot Water .Pipe`Length,Cft] ; At Least R3 Pipe Insulation? Yes Hot'4laten,REcirculation Recirculation System Pipe Loop Length[ft] 20 "s _ fiii Water=Heaf-Recovery? ; :: ;N° m , v,ryr,'r.,a-�,.�,•y��N' ,�a u.j;'Rko �.'k m,�'_; °h,'^"�Y. 4pPo`•'.�'st' -w„�''r�tF �,n;m�..' ,P;r 1 :'S� 2i°��'�1","m'.;: ci t,;rig•^' aY a 8 µ q hes Dr r y' 4 a Fs tr +a c S ° , ,M d G- f Cef 2.617 _ :,Field Utilization Maisture'Sensing` :AS'�Sc.AL«t-awiai�.bnp.oeua.:jlxac'EtA,Gyn4 e+�r''s.,i-.k4C-:.`^'`!.Rd.`'e''`6.s..'t.T•,�A,,�_a.a�;.R=;.,--`�rP;`;..mi,^.;..wit'k3d�r._:°.ialv`,l,.:,..{,a':y}�•-ys i,'��.z•,�;,n.'",U„n_s'�t.t,,''i'i,•,.;.,--�':''$+:i31n..-w.-3.�11'f.'k.�,,t`,,'.,i,*�R:r;!^A', . ""777-m77,77-7 7 ia�;...z.-;;.c_;., ^r'^¢«�,�.1�•` -• `°.7 ";i4cy151,1Weai ElectricRate $0-1 VkWh 12O Gas Rate $1.22/iterm it Imet 2.154747 � •,,a�`. ,v.:r:x4�„+sv."'°n-�'�^�u.r4,w;"4�;�'; °iw•swm*y'.�rsF,vs••.,.�'..�««..,,yMrb,,..wM..w�..�3�—�,.,.��c,^",.,�.�;^;.w•,�m.�.�..;,,.:' ,,.,r,"r!�. ..y�. .rc' �`:%' �� %^�!ti!;,+`F;kL',' 1'``i,,l� 'iw;{'+.Sy`,£ta:. 5' V;�:„;i-:i'a�('""�3",,�"..�''.;'xw x�,"`^."-.'l�i,.a•- "i ,'ih',H'? Qisfiwasher Size `'=` Sfandard Dishwasher Energy Factor `.RangelQvenJ ue1?`'i _ :i i•'', „t +`b'. tic",;`- ti Convection Oven? Yes _ lnducuon Range? „ s Refrigerator Consumption 578 kWh/Year ° n��`, 'F'f-�,:� ;gk;:�,c'd.•.!r"4�;'�"�- ,,;tri`;�," ;d�,'�.3.,, ,s.• ^s.�; 'p'� ,•�„°,,, : �6 es ` MJW 08/06/2018 1230 WATERSEDGE WAY HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX 54 OR LOWER PER CODE -5112 PITCH -4 BEDROOMS -2 STORY -FRONT FACES SOUTH -ATTACHED GARAGE -OIL -BASEMENT HOUSESHOT WATER STORAGE,1 AIR HANDLER,1 AC COILS,1 BOILER -ATTIC HOUSES 1 AIR HANDLER,1 AC COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY.ERV 80CFIVI X 24HRS 9 Q-ecw�t i # qQ 9 q Home Energy Rating Certificate Rating Date: 2018-08-06 Registry ID: Unregistered Projected Report Ekotrope ID: BdN7gj8v o dex ® 6 ® • number,the,more,energy efficient the 216,47 1 Builder: Your Home's Estimated Energy Use: This home meets or exceeds the Use[Ml3tul Annual Cost criteria of the following: Heating 89.7 $1,699 2006 International Energy Conservation Code Cooling 2.4 $148 2009 International Energy Conservation Code Hot Water 10.5 $193 2012 International Energy Conservation Code Lights/Appliances 21.9 $1,231 2015 International Energy Conservation Code Service Charges $65 Generation (e.g.Solar) 0.0 -$0 Total: 1214.5 $3,336 Home Feature Summary: Rating Completed by: asorecn•.�y Horne Type: Single family detached Energy Rater•Matt Wahl xsa Conditioned Flooi Area: 2,816 sq.ft. RESNET ID:2572845 Existing kce Number of Bedrooms: 3 Heroes Rating Company:Energy Rating Service Inc 12o Primary Heating System: Furnace•Oil•86.7 AFUE 35 Tellar Dr,Islip Terrace,NY 11752 zuo Primary Cooling System: Air Conditioner•Electric-14 SEER „F Reference 7631-3834198 Home 100 Primary Water Heating: Water Heater-Oil•0.79 Energy Factor ' House Tightness: 3 ACH50 Rating Rrovider:EnergyVanguard 'f "i 533 W Howard,Suite E,Decatur,GA 30030 {t H.70 60Ventilation: 80.0 CFM•35.0 Watts >i ! • 678-662-4332 — Duct Leakage to Outside: 20 CFM25 so F ThisRome Above Grade Walls: R-18 ca u 30 Ceiling: Vaulted Roof,R-30 U 20 _ Window Type: U-Value:0.320,SHGC 0.300 Zero Energy io Foundation Walls: N/A Home A*W G ,c�•rgy Matt Wahl,Certified Energy Rater tL'tSRt7 Date:8/6/18 at 1038 AM sy qp 9 1230 Watersedge Way Southold, NY 1197 Sligo Construction Co THIS, HOME IS CERTIFIED TO MEET THE NEW YORK ECCC 2016 ENERGY CODE Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-4.0, Return R-4.0 Above Grade Walls R-18 Duct Leakage to Outside 20.0 CFM @ 25 Pa Foundation Walls N/A Total Duct Leakage 20.0 CFM @ 25 Pa Framed Floor R-21 Heating Furnace-tail-861 AFUE Slab R-10.0 Perimeter, R-10.0 Cooling Air Conditioner- Electric- 14 SEER Under 31 Infiltration 3 ACH50 Water Heating Water Heater•Oil-0,79 Energy Factor Window U-Value:0.32 SHGC:0.30 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4,If rating Is Projected,I certify that the building design described herein Is consistent With the building plans,specifications,and J other calculations submitted with the permit application.If rating Is Confirmed,I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: f 4165/18ZE 1038 AM Ekotrope RATER-Version 2.2.5.1981 This software has been accredited by RESNET to demonstrate International Energy Conservation Code{IECC}Performance Path Compliance. It has not been reviewed or approved by the state of New York,the International Code Council or their affiliates. New York ECCC 2016 Performance Compliance Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold, NY 11971 631.383.4198 Inspection Status 1230 Watersedge Way,Southold Matt Wahl Results are projected R7,22-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp Design Annual Energy Cost New York ECCC 2016 As Designed Performance Heating $2,544 $2,368 Cooling $159 $159 Water Heating $345 $345 e,"c e -3 P409 117;-,Used to Me] 6moliat'lle -.87 Lights&Appliances $1,120 $1,134 Onsite generation $0 $0 7 '006 Total- M2.4.1.2 Z002. Performance-based compliance Air Leakage Testing Area-weighted average fenestration passes by 5.8% 02 SHGC 0 TO-2.9 404 ffa_;d;t_ory Checklist Areaweightedaverage fenestration Lighting Equipment Efficiency U-Factor Design exceeds requirements for New York ECCC 2016 Performance compliance by 5.8%. As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4. If rating is Projected, I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted With the permit application-If rating is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will�be verified as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 8/6118 at 10:38 AM Ekotrope RATER-Version 2.2.5.1981 New York ECCC 2016 Performance compliance results calculated using Ekotrepes energy algorithm,which is a RESNET Accredited HERS Rating Tool. 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None Present IN* V Al E*Q-13,1 ,'n,,....1 4p 'J Name Library Type Heating Percent Load Cooling Percent Lead Hot Water Percent Load 1st Floor 'Acc'24K,14 SEER 50%, 0% , 2nd Floors 'ACC,24K14 SEER, 0% 0% Boller; Oil Hyd-afr 92k,,86%, 100%, 0% Water Hearing, QiI,rrAgaI,616B*). 046 O%lf 100% - Vt7,� 7F T F,7� =,77—7777, ,EqUip e,r I ,pd-,,ACC'-;',24 I Feet Type w , .F ec nc Distribution Type Forced Air Motoi T Cooling Efficiency 14 SEER 24 Fuel Type' Distribution Type Forced Air ' �Moforl yp ""S '16'Spb&d,{P$Cj', Heating Efficiency 86-7 AFU E Use default EAE No :EAE[kWhJ,' -,----', Olt Distribution Type Hydronic Delivery tiot Wate-rEfficiein- _0 Tank Capacity(gal)' 50 Hot Water:C- a -[k13tu1h],-- Re .covery Efficiency 0.86 Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383.4198 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected 8722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp - ArIbUtibini'S DN ..,oroed,Air, Cooling Equipment 2nd Floor SewedSq_,1 eel Return Grilles SupplyD R Return Duct R Value 4 -4p,y'66C 6 Return Duct Area[sq.ft.] 71.65 age Total Leakage I[CFM&nbs I p;.@&nbsp-125Pa] 20 Total.Leakage Du T�st Cbriditio Pos�tt t6ktfbhj, ct,," _ ons 'U befault Flow Rate Yes Use Duct Location Conditioned Space" 'P&c6n Percent Return Area 100 Duct Location Conditioned Spac'e Pdrcen S 0 Peirce n-t Retum-Area 0 Duct LocationConditioned Space P617cdnt Supply 'Arelqll Percent Return Area 0 Duct, Duet Location Conditioned Space ,Pircibrit-'56 - 4'A -0 f- rea Percent Return Area 0 `Duct.6 2,; bu-cfLocation Conditioned Space Pair Supply A17981,4 Percent Return Area 0 Locat" Duct ton Conditioned Space Peri:6t Return Area 0 Building Summary Property Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631.383.4199 Matt Wahl inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp M nv'�,,, orCed C; in"g,"'Equ ip me nt 64 9 Oetum Grilles -Supply, 0dk&1-1'1'-1`-111111J61-- Return buct R Value 8 ly,DuCtL dalSq'J P Re6;;buci Area 69.15 J Total Leakage[CFM&nbsp-,@ 26P6 Use Default Flow Rate Yes k". Duct Location Basement(insulated basement ceiling) "Percdri-Su ply"N Oerci4nt Return Area- 100 'v�.. ........... Duct Location Conditioned Space ,P Percent Return Area 0 ........... Duct Location Condifioned Space Percent Return Area 0 ' _" Duct Location Conditioned Space Percent Return Area 0 Duct Location Conditioned Space �W Percent Return Area Duct Location Conditioned Space T "P Percent Return Area 0 ZT,IN 1 re.1ft,I r11 111vTTt1"-1! ltioh-,�Sy tdK`,%,- "Y Z,�IO.Y, Pis Radiant:' Heating Equipment Boiler J9 AD�c(u#pnjerit'jk, #01iijrie Leakage Default HERS Default boakeg-e Dq 7� 'C 3"ra'.'etti'.�,'r"�"earn'^�a,'wrvir�,"'•s,'�+�r'n.'n'�Ntie+:.y»�fi•�h�uJ�:'+" ,:<ts>";'.,�a�_•a-»5'iG!A`�'u''.u'�,ia'r.�abt'�.s."f.<,y�'Ym6rG'a7';�i��,:!K":Fd�,';~�.�h(csro'�*'•.��-''"_�,',s,.,�",�,�r.�`i�'.�"�N ��' H SIC Cfm Per r Watt 100 Building Summary Prop" Organization 1230 Watersedge Way Energy Rating Service Inc Southold,NY 11971 631,383.4193 Matt Wahl Inspection Status 1230 Watersedge Way,Southold Results are projected R722-1-1230WATERSEDGE-MJW Builder Sligo Construction Corp ;-w6t6r- -F!Xtuf T Standard;`,;,' Use Default Hot Water Pipe Length iot*tq 'g_ 'At'Least R3 Pipe lnsulation'9 Yes 'Hot,W qkifc6lallon,5ystOik? C Recirculation System' Pipe Loop Length[ft] 20 ly Drain 06tef4idit.R666W . ....... eI yp T Cef 2-617 Moisture e 7,; C' ............. ",Clothbf Electric Rate $0.1 1/kWh 4 ,Annu Gas Rate $1-22/Therm' w*, Im lmef 2.15474 ,: ;Standard; Dishwasher Energy Factor 0.66 ictrk- Convection Oven? Yes in "ductidn Rang69':':':,,- Refrigerator r Consumption 578 kWh/Year La'_ MJW 08106/2018 1230'WATERSEDGE WAY HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX 54 OR LOWER PER CODE -5112 PITCH 4 BEDROOMS -2 STORY -FRONT FACES SOUTH -ATTACHED GARAGE -OIL -BASEMENT HOUSESHOT WATER STORAGE,I AIR HANDLER,I AC COILS,1 BOILER -ATTIC HOUSES I AIR HANDLER,I AC COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY:ERV 80CFM X 24HRS ACCA Manual DJS HVAC Load Calculations for Residence 1230 Watersedge Way Southold, NY 11971 Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-383-4198 Monday,August 6,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq Service ACCA Manual DJS Islip Terrace NY 11752 Page 2 Project Report General Pro'ect Information Project Title: ACCA Manual DJS Project Date: 08/06/2018 Client Name: Residence Client Address: 1230 Watersedge Way Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-383-4198 Desi n Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum fy Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.568 Square ft. of Room Area: 2,816 Square ft. Per Ton: 990 Volume(ft'): 34,453 [Building Loads Total Heating Required Including Ventilation Air: 40,189 Btuh 40.189 MBH Total Sensible Gain: 29,193 Btuh 86 % Total Latent Gain: 4,937 Btuh 14 % Total Cooling Required Including Ventilation Air: 34,130 Btuh 2.84 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq Service ', ACCA Manual DJS Islip Terrace NY 11752 Pacie 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data My Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr _ 86 CFM 46 CFM Infiltration Actual: 0.088 AC/hr 0.043 AC/hr Above Grade Volume: X 34,453 Cu.ft. X 34,453 Cu.ft. 3,023 Cu.ft./hr 1,468 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 50 CFM 24 CFM Total Building Ventilation: 110 CFM 110 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(46 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(24 CFM), Construction: Tight --System 2-- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(40 CFM), Construction: Tight Summer Infiltration Specified: 0.080 AC/hr(21 CFM), Construction:Tight Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MMDD 1 Supply Basement - 0.04 8 373 No 1 Return Cond. Space - 0.04 8 69 No F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratmq Service ACCA Manual DJS ISHD Terrace NY 11752 Pa e 4 Load Preview Report ys Net R Se La Ne Se HtJ ACYl n DucScope To !ro Are Gal Gai Gai Loss CFM CFM SIZE Building 2.84 990 2,816 29,193 4,937 34,130 40,189 1,600 1,600 1,600 System 1 1.38 1,035 1,433 15,396 1,217 16,614 20,807 800 800 800 10x1 Ventilation 123 716 839 922 Zone 1 1,433 15,273 501 15,774 19,885 800 800 800 10x1 1-Bedroom Front Left #2 319 3,801 141 3,942 5,787 233 199 199 2- 2-Bedroom Front Middle Left#3 240 2,662 37 2,699 2,184 88 139 139 2 3-Bedroom Front Middle Right#4 186 2,679 53 2,732 2,432 98 140 140 2- 4-Master Bedroom 326 4,160 98 4,258 4,372 176 218 218 2- 5-Master Bath 130 743 68 811 1,870 75 39 39 1 6-Master WIC 52 239 28 267 701 28 13 13 1 7-2nd Floor Hallwav,Bath 180 989 76 1,065 2,539 102 52 52 1 Svstem 2 1.46 947 1,383 13,797 3,720 17,516 19,382 800 800 800 i0xill Ventilation 263 1,535 1,799 1,975 SupDly Duct Latent 301 301 Zone 1 1,383 13,534 1,883 15,417 17,407 806 800 800 10x1 8-New Bath,Mudroom 83 433 0 433 2,043 94 26 26 1 9-Famdv Room 453 4,265 400 4,665 5,259 242 252 252 3 10-New Powder Room 71 203 0 203 443 20 12 12 1 11-Kitchen,Dining.Living Room 776 8,634 1,483 10,117 9,662 444 510 510 5- F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads \\ Elite Software Development,Inc. Energy Ratinq Service t11i19Ff ACCA Manual DJS Islip Terrace NY 11752 ��JJ��VV Pa e 5 Duct Size Preview Room or Minimu Maximu Rough Design SPj Du Duc Htg Clg Act. Duct Duct Name Source Veloci Velo ' FactoU10 L F ow Size Svstem 1 Supply Runouts Zone 1 1-Bedroom Front Left #2 Built-In 450 750 0.01 0.1 507 233 199 199 2- 2-Bedroom Front Middle Left#3 Built-In 450 750 0.01 0.1 355 88 139 139 2- 3-Bedroom Front Middle Riqht#4 Built-In 450 750 0.01 0.1 3574 98 140 140 2- 4-Master Bedroom Built-In 450 750 0.01 0.1 554.9 176 218 218 2- 5-Master Bath Built-In 450 750 0.01 0.1 4462 75 39 39 1 6-Master WIC Built-In 450 750 0.01 0.1 143.3 28= 13 1 7-2nd Floor Hallwav,Bath Built-In 450 750 0.01 0.1 593.6 102F 52 52 1 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 003 01 768 800 SOOT 800 10.1,1 Svstem 2 Supply Runouts Zone 1 8-New Bath,Mudroom Built-In 450 750 0.01 0.1 293 94 26 26 1 9-Familv Room Built-In 450 750 0.01 0.1 428 242F 52 252 3- 10-New Powder Room Built-In 450 750 0.01 0.1 137.5 2012 12 1— 11-Kitchen,Dminq,Livinq Room Built-In 450 750 0.01 0.1 519.8 444 510 510 5— Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 768 800 8001 800 10x1 Summary Svstem 1 Heatina Flow: 800 Cooling Flow: 800 Svstem 2 Heatina Flow: 800 Coolina Flow: 800 F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6,2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Isli Terrace NY 11752 11V/! Pa e 6 Total Building Summaq Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 703.2 13,496 0 10,514 10,514 0.32, SHGC 0.29 11 P: Door-Metal-Polyurethane Core 16.7 5 0 5 5 11 D: Door-Wood-Solid Core 21 491 0 156 156 12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 2793.8 11,902 0 1,648 1,648 cavity, R-3 board insulation, siding finish,wood studs 12D-3sw: Part-Frame, R-15 insulation in 2 x 4 stud 379.3 27 0 27 27 cavity, R-3 board insulation,siding finish, wood studs r30LD: Roof/Ceiling-Roof Joists Between Roof Deck and 1804.3 3,357 0 783 783 Ceiling or Foam Encapsulated Roof Joists, Custom, R-30 open cell 1/21b. spray foam, 7.5 inches in 2x10 joist cavity 20P-19: Floor-Over open crawl space or garage, Passive, 283 849 0 42 42 R-19 blanket insulation, any cover 22B-10pm: Floor-Slab on grade,Vertical board insulation 95 2,024 0 0 0 covers slab edge and extends straight down to 3' below grade,any floor cover, R-10 insulation, passive, heavy dry or light wet soil 19A-21 p: Floor-Over enclosed crawl space, No insulation 847 1,824 0 243 243 on exposed walls, sealed or vented space, passive, R-21 blanket Subtotals for structure: 33,975 0 13,418 13,418 People: 6 1,200 1,380 2,580 Equipment: 683 11,316 11,999 Lighting: 440 1,500 1,500 Ductwork: 0 301 505 806 Infiltration:Winter CFM: 50, Summer CFM:24 3,317 501 215 716 Ventilation:Winter CFM: 110, Summer CFM: 110 2,897 2,252 386 2,638 Exhaust:Winter CFM: 70, Summer CFM:70 AED Excursion: 0 0 472 472 Total Building Load Totals: 40,189 4,937 29,193 34,130 Check Figures Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.568 Square ft. of Room Area: 2,816 Square ft. Per Ton: 990 Volume(ft3): 34,453 FQ_uHdinq Loads Total Heating Required Including Ventilation Air: 40,189 Btuh 40.189 MBH Total Sensible Gain: 29,193 Btuh 86 % Total Latent Gain: 4,937 Btuh 14 % Total Cooling Required Including Ventilation Air: 34,130 Btuh 2.84 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\1230 Watersedge Way_08062018.rh9 Monday, August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752 UV Page 7 E ui ment Data - System I - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH1T3617STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18000 Adjusted Latent Capacity: 6000 Efficiency: 14 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH: 50%,WIDB: 70F, Sen.gain: 15,396 Btuh, Lat. gain: 1,217 Btuh, Sen. loss: 20,807 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 68.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 696 CFM, Req. htg. airflow: 259 CFM F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential$Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq ServiceACCA Manual DJS Islip Terrace NY 11752 ��---LLLVVV Pa e 8 E ui ment Data - System 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH1T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18000 Adjusted Latent Capacity: 6000 Efficiency: 14 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 13,797 Btuh, Lat.gain: 3,720 Btuh, Sen. loss: 19,382 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 63.4F, Entering htg. coil DB:67.8F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 617 CFM, Req. htg. airflow: 227 CFM F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Pa e 9 Manual S Performance Data - System 1 - 2nd Floor Cooling Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 15,396 Outdoor Wet Bulb: 71 Latent Gain: 1,217 Indoor Dry Bulb: 75 Total Gain: 16,614 Indoor RH: 50 Load SHR: 0.93 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 75.2 Altitude Factor: 1 Entering Wet Bulb: 62.9 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 24,000 eInternDlatio EDB Total Power 75.2°F EWB Air Flow ODB Capacity Input °F CFM °F paciBtuh Sensible S/T Capacity MBtuh 62. 800 83 24 1.84 0.75 18 Interpolation Results: Percent Load. of Load Sensible Capacity: 18,000 15,396 117% Latent Capacity: 6,000 1,217 493% Total Capacity: 24,000 16,614 144% Power Input: 1.84 This system's equipment was selected in accordance with ACCA Manual S. F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratmq Service ACCA Manual'DJS Islip Terrace NY 11752 Pae 10 Manual S Performance Data - System 2 - 1st Floor Coolin Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 13,797 Outdoor Wet Bulb: 71 Latent Gain: 3,720 Indoor Dry Bulb: 75 Total Gain: 17,516 Indoor RH: 50 Load SHR: 0.79 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 75.4 Altitude Factor: 1 Entering Wet Bulb: 63.4 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 24,000 e e e 'o EDB Total Power 75.4°F EWB Air Flow 01313Total Input °F CFM o f Capacity Sensible Ml3tuhS!T Capacity MBtuh 63.4, 800 83 24 1.37 0.75 18 Interpolation Results: Percent Load. of Load Sensible Capacity: 18,000 13,797 130% Latent Capacity: 6,000 3,720 161% Total Capacity: 24,000 17,516 137% Power Input: 1.37 This system's equipment was selected in accordance with ACCA Manual S. F:\...\1230 Watersedge Way_08062018.rh9 Monday,August 6, 2018, 10:31 AM Gl rid[nl FOUNDATION (1ST i•�%A--------------------------- •�• ,Il ► o. F 7 'FOUNDATION (2ND) PLUMBING ROUGH FRAMING LIP MG z►, ERINVINAluff-21- NOTIM r { _ M Ii4111MOIN� r, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do yo7Board ve or need the following,before applying? TOWN HALL of Health SOUTHOLD, NY 11971 V4 sets of Building Plans TEL: (631) 765-1802 --Manning Board approval FAX: (631) 765-9502 Southoldtownny.gov PERMIT NO. -Qeck V Septic Form N-YZS:D.E.C. des ✓ C.O.-Application Mood Permit Examined 20___ __ Wigle&Separate cation Form orm-Water Assessment Form AUG ,1 3 .2018 Contact: Pa*- YUl 9 v-e.- gpproved .,20 t -LDL Mail'to:' fl CA 4. _UV Disapproved a/c $11MXg XNGDE,PT.' 1 �} TOWN 0,11 RJOUMOLI) Phone: Gil ( " L4 3'z,> Expiration 20 U BuilTiAilidpector APPLICATION FOR BUILDING PERMIT . , INSTRUCTIONS Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 Sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and Of•buildings on premises,relationship-to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be 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 3hal I be kept on the premises available for inspection throughoufi 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, Qepartment 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 orde lition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing, d , and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 3o w. 24 , 41) AM IV V Ida 3 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax 'roll,or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate office Builders License No., Plumbers License NO. Electricians License No. Other Trade's License No. rj , 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section S Block (3 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e&, Lg�,T-.-p` 0 tom. b. Intended use and occupancy ,� d,4en )'t - 3. Nature of work (check which applicable):New Building Addition Alteration 1/ Repair Removal Demolition Other Work Zca-No ` i S1- -10W �y, ;t n L S f o y4 (Description) J 4. Estimated Cost, q R01 C)a d Fee - t�19-4, (To be paid on filing this application) 5. If dwelling, number of dwelling units . 1 �rbef'of dwel u g its n each floor If garage, number of cars l w. 6. If business, commercial or mixed occu anc , s`�ci nature and extent ofeaclZ type of use. /l� tl'T p Y I� +sof� z. . 7. Dimensions of existing structures, if any: Front �_l _ Rear 1 Depth 301 Height Number of Storie , m '` " F\� Dimensions of same structure with alterations or a ditions: Front s-0 r Rear U� Depth— Ca ( Height _ Number of Stories_ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Sfories', 9. Size of lot: Front I &C O • Rear 15 f 1 Depth 10-7 j 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Doesi proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will 'lot be re-graded? YES NO ' Z Will excess fill be.removed.from premises? YES NO 14. Names of Owner of pses Address Phone No. Name of•Architect r !� �.A Awa. Address• �� )4 toy Phone No Name of Contractor I u_ Clo-A.�;-e!�.,Address /3(6 y) 0-� Phone No. 60 3)P • Sc�e��1 �4�-7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C:PERMITS MAY BE PQUIRED. 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 property? *,YES NO 1/ * IF YES, PROVIDE A COPY. STATE OF.NEW YORK) SS: COUNTY OF G,h'r-5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, 1S)He is the (Contr ,tor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith: Sworn to before me this f 3 da d ST 20 d PATRICIA C.MOORE Notary Public Notary Public,Stated New York Signature of Applicant .Suffolk County-No.4861668 Z Commission Expires June 16,E-t-- 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 920 Mail to: Disapproved a/c 6Z11;dig one: Expiration 20 UD r" EInspector ."..� 4.,. _.� J ` NOV 1 4 2017 APPLICATION FOR BUILDING PERMIT - - Date/ /� )20 /7 INSTRUCTIONS '11°O im-1I OF SO UT OLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be 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 demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code;housing code regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corpo ation) �o 44CL(/-'1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Lk Y-1 �1� 6+e i'1 N-a fn� (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 proposed work will be done: 0 V,_1 1rID�D 1rV � U" House Number Street Hamlet County Tax Map No. 1000 Section r; 'Block_' ' ` :Jy' Lot l r , i A 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 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair ' Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 sam_i 'structure with alterations or additions: Front Rear Depth . Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth 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 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. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS 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 property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) n SS: COUNTY OF Ci ®-�H being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor gent,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. SworA tp before me this day of N O U 20 j ETSY A.PERKINS tary Publief Notary Public,State of New Yor Signature of Applicant No.01 PE6130636 qualified in Suffolk Co / Commission Expires July 1 ! FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: November 22, 2017 TO: Christopher and Kristen Neimeth 1700 Gin Lane Southold,NY 11971 Please take notice that your application dated November 14, 2017 To construct a additions and alterations to an existing single family dwelling at Location of property: 1700 Gin Lane, Southold,NY County Tax Map No. 1000 - Section 88 Block 3 Lots 19 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 17,143 square foot lot with two front yards in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states that on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet. Following the proposed construction, the dwelling will have a front e of+/-3 eet at rsed e Way). Authorized 'gnature Cc:File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. OFFICE LOCATION: MAILING ADDRESS: SO Town Hall Annex *QfUT,y P.O.Box 1179 54375 State Road Route 25 o. Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY CP C Telephone: 631 765-1809 http://southoldtownny.gov �yeDUNTY,� NING BOARD OF APPEALS J U N 2 7 2018 Town of Southold BUILDINGDM. ,RECEIVED /J TOWN OF gO MWGS,DELIBERATIONS AND DETERMINATION � 9' t % u� MEETING OF JUNE 21,2018 PJU N 2 7 2018 ZBA FILE#7146 )� a n" NAME OF APPLICANT: Christopher Neimeth outhold Town Clerk PROPERTY LOCATION: 1700 Gin Lane(AKA 1230 Waters Edge Way), Southold,NY SCTM# 1000-88-3-19 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 27, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 17,143 square foot parcel located in an R-40 Zoning District. The parcel runs 160.07 feet along Watersedge Way, 107.61 feet along Gin Lane, 158.55 feet on the North property line and 107.62 feet on the Western property line. The parcel is improved with an existing frame dwelling and a shed. On the West side of the property is a 25 foot right of way. All is shown on a survey by John T.Metzger L.L.S., dated September 28, 2017 and last updated October 26,2017. BASIS OF APPLICATION: Request for Variance(s) from Sections'280- 124 and the Building Inspector's November 22, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling; at 1) less than the code required minimum front yard setback of 35 feet; located at 1700 Gin Lane(AKA 1230 Waters Edge Way), Southold,NY. RELIEF REQUESTED: The applicant proposes to construct first and second floor additions and alterations to an existing single family dwelling that includes a new front porch with deck above having a 30.7 foot front yard setback where code requires a 35 foot front yard setback. ADDITIONAL INFORMATION: As indicated by the submitted survey, an above ground swimming pool with a surrounding deck and fence has been removed. The existing shed located on the north west portion of the property sits within an unopened right of way pursuant to a recorded subdivision map (Map of Bay Haven) filed on January 22, 1959. z P'dge 2,June 21,2018 -�j0�i 146,Neimeth SCTM No. 1000-88-3-19 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 7,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of non-conforming parcels of similar size with single family residences. The subject property is burdened by having two front yards and burdened by a 25 foot easement on the Western side of the property. The non-conforming setback is for a front porch with proposed deck above. These areas will not be enclosed as conditioned space. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling has a distance of 37.8 feet from the front yard property line along Waters Edge Way therefore any expansion of the home on the south side would require the benefit of an area variance. The setback off Gin Lane is 45.1 feet which conforms to code. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 12%relief from the code. However, the applicant is burdened by being a corner lot with two front yards, as well as a 25 foot ,right of way located on the northern portion of the property, although it is considered a paper road and a dead end. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The lot abuts protected and vacant town and county land to the west. The non-conformity is the outcome of a proposed open porch having approximately seven feet in width which will consist of unconditioned space. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of proposed additions to a single family dwelling with a front porch and deck above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the Architectural plans by Tehn Design Group dated September 5, 2017 and labeled 1-3, and the survey by John T. Metzger L.L.S., dated September 28, 2017 and last updated October 26, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The new septic system shall not be located within the 25 foot right of way. 2) In the event that the existing shed should need to be replaced, a replacement shall not be located within the 25 foot right of way. • ; Mage 3.,June 21,2018 iN 146,Neimeth SCTM No. 1000-88-3-19 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three ,(3)years from the date such variance was granted. The Board of Appeals may, upon written ,request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one '(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes, Acampora, and Planamento (Member Lehnert abstained): This Resolution was duly adopted (4-1). Leslie Kanes'Weisman Chairperson Approved for filing 6 / 4K—/201 8 Scott A. Russell °�u � S'7C'OR M WAX]EIK SUPERVISOR MCA\NAG)EMCJEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 D 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) _Alla-2-3.2018 ---- --- - - ---- ------------ - -- - - - --- ----------- - - DO]ES THIS PROJECT INVOLVE ANY OF ')<'lH[]E FOLLOWING: Yes No (CHECK ALL THAT APPLE E][0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[Z B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[2 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑fff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. pm F. Installation of new or resurfaced impervious surfaces of 1,000 square I feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ; in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pro rty Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: l Distract NAME- 1 N fl `� —� 13-18 ..mri Section Block Lot FOR BUILDING DEPAftTMENT USE ONLY *�Y` Contact Information —91-7—7` 71y 3 ys s TeleDlmne i um4err Reviewed By: - - — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — - - — �� - Approved for processing Building Permit f� - �! Klfil J LOA_ — — Stormwater Management Control Plan Not Required. C J 1'�� ' 2 1 ( ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) " SMCP-TOS MAY 2014 APPLICANT. S.C.T,M. #: 1000CHAPTER 236 (Property Owner,Design ProFessional,Agent,Contractor,Other) —y,—�— tID 4' Stormwater Management Control Plan CHECK LIST Section Block Lot z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application Yleaw Pnm Date: * The applicant must provide a Complete Explanation and/or Reason for not providing x al r� 512g11u.43V S �`r- ( �j 2 g 0 A4` all Information that has been Required by the following Checklists I A Site Plan drawn to scale Not Less that 60' to the inch MUSTNO If You answered No or NA to any Item, Please Provide Justification Herel show all of the following Items: YES NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ` b. Total Site Acreage. a — t c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-I7(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance, AW f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0O on act I us Engineering - Tw NAB g. Location of all existing & proposed structures, roads, ac i , Provide Engineers er F Ica i u driveways, sidewalks, drainage improvements & utilities, �0 that a drainage has been installed to Cocle. h. Spot Grades & Finish Floor Elevations for all existing & D Vk proposed structures. I. Location of proposed Swimming Pool and discharge ring. bu ire rounc be j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 0�0✓ I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0 EINT CONTROLS 2. Stormwater Management Control Plan must include Calculations showingShall a but not be limited that the stormwater improvements are sized to capture,store,and infiltrate well maintained Construction on-site the run-off from all impervious surfaces generated by a two(2")inch Backed Silt Fencing- rainfall/storm event. Seeding of exposed a ndlor 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance & Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) OO d. Leach ing Structures (e g. infiltration basins,swales,etc.) --- - -___.-_-- - "" FOR ENGINEERII ' EPAR TIENT USE ONLY**** I El I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date. Z �� i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 NM X DATA 0, IV )5CIENCE _--;-. DROWN LOAD OLlepo ` DROWN 51LTY 5AND 5tr1C IS DROWN FINE TO GOAM SAND 15W1 O WATER IN DROWN FINE l° •P 3`? ' S /C�(, N 4 / F TO GOAR5E 5W 15WI � �t �',� ' N i oy, 17 WATER ENCOUNTERED 7.7 DELOW SURFACE J ' ills, 4-15 Jp F � ?OS ° ,"T•,�� rye'? -L ► �f FE )NTAINMENT �' 1 LINv - 2290% SOFT. s`' � �� '�{• � � .no s� 10%. • 390 GUFT. NNEGT TO HOU5E + GARAGE Q� EROSION &SEDIMENT CONTROLS Af Shall include but not be limited to: A well maintained Construction Entrance, 5EPTIG 515TM e</ 'O c j. ��sr h�" � � U ��,�� Wire Backed Silt Fencing,stabilization & N HOU5E p �/ Q ® „� �v v"%y��' Seeding of exposed and/or inactive soils. 4' LI ID DEPTH 5EPTIG TANKS F V`� GALLON 80 QU /C / �T,(� .>a h 2J ��U )L5 Vf X 2' DEEP COLLAR 2' MIN ADOVE 7T sr �3 DRAINAGE INSPECTIONS ARE REQUIRED R 'PFT Contact TOS Engineering at 765-1560 before :)T GOVERAGE ;ate' Backfill, OR Provide Engineer's Certification • 1697 SQFT. � i that the drainage has been installed to Code. 13.9.9X I LOT GOVERA& / I, APPROVAL OF STOR ATER MANAGEMENT ION, DECK + PORCH 2635 CONTROL LA -T W Code g � p I Date: Approve by �7T �E OF - - --- -- ----- -- —-- - _-- ---------- - — i --- 5' �T. ARE REFERENCED TO NAVD 1`168 FROM FIRM 36103G0166H , nATG- SFPTFMFSF12 25 2(]09 - Town Lia Telephone(631)765-1802 ex 5Main Road 76 u P.O.P.®.Box 1179 �i� � er.richert 0�_o_l� n ` r Southold,NX 119710959 � Fr�� L I OCT 2 9 2018 BUIMII\TG DEPARTMENT 'DOWNOF SO IBOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY' Q��,Q��r.e Company Name: b Q/✓ e G n L Name: Gl�U1 Piles License No.: g b Address: n f 3 i on Phone No.: `�� 8 D 3i 3a� o JOBSITE INFORMATION: (*Indicates required information) *Name: C�r) �js ��n ' N ►' (Yl Q, *Address: Sn ,s�ho 1 N I )�'?� • , *Cross Street: clh i Y-) 1 j,le- *Phone No.: -yZZ2- Permit No.: V;kq 9 ' Tax-Map district: 9000 Section: Block: O Lot. *BRIEF DESCRIPTION OF WORK(Please Forint Clearly) 3bb (Please Circle All That Apply) a Is job ready for inspection: �r Y S/ NO hough In Final *o,you need a Temp Certoficate: YES NO P)W� x1 3a-) o g� Temp iinforrnatlon(if needed) *Service Size: Pha 3Phase 100 950 00 300 350 400 Other *New Service: Re-connect- Underground urttber'of hange of Servl �erhQ Additional Information: op Pf,i IWENT DUE WITH APPLICATION , 824�equest for Inspection Form t� ?07/12/2019 09:48AM 6313210873 NEUBAUER 0) PAGE 01/02 Neubauerflectric,LLC 407 B Lexington Ave a, J ) West Babylon,NY 11704 elect#'! a. �. 7631.587.3751 JUL 1 2 20th F 631.321.0873 'M p'I?Ij.DING IDI{,I'T- IN fog ar 63) aA-) Q D � pay J OAIVt Ae buli G� - ;A-7/12/2019 09:48AM 6313210873 NEUBAUER PAGE 02/02 Neubauer Electric,LLC bauer 420 A Lexington Ave ,� West 13abyion, NY 11704 °.electric � �' r 7631.587.3751 \ 1 ", F 637.321.0873 neubauerelectric@gmaii.com � `'� Contat person : Paul Davey Cell: 516 204 2222 Project: Chris Kristen Neimeth - o 1230 Watersedge Way, Southold, NY 11971 Bpermit : 42989 200 Ampere Overhead Service Mount and wire 200 Amp transfer switch Leviton Whole house surge arrestor Wiring of oil-fired heating system Pre-wire for 4 radiant thermostat lines Wiring of 4 zone radiant hydronic heat Wiring of indirect hot water heater Wiring of fireplace Wiring of 2 zone central air conditioning system Recep for washer sep 20 Amp circuit Receptacle for electric dryer Sep 30 Amp circuit Recep for refrigerator Sep 15 Amp circuit Hook-up of dishwasher sep 15 Amp circuit Wire electric range Sep 240 Volt 30 Amp Receptacle for microwave sep 20 Amp circuit Wiring of hood with sep 15 Amp circuit Whirlpool with 2-20 Amp GFI circuits Door chime system 69- Decorator Receptacles 6 -TV Receptacles at 5'6" 2 -Toilet Receptacles 8 -GFI Receptacles 7-Weather-proof Receptacles 1 - Garage door openevReceptacle 2 - Island Receptacles 2-Quad Receptacles at 48" at garage 4 - Quad Receptacles for AIV 2- 20 Amp circuits for AN Quads 24 - Decorator Switches 14 - Decorator 3-way Switches 1 - Decorator 4-way Switch 22-Switches to Lutron-"Cassetta"dimmers 75- Recessed fixtures, 4", LPD, 2700K 4- LED Puck lights 1 - LPD driver 5-Vanity fixtures 6 -Ceiling fans 120 Volt power for 5 Blinds at 5 Slider doors 6- Porcelain fixtures 13 - Exterior fixtures 4- Flood Lights, LED, 30 Watt 3 - Bath exhaust fans, Nutone 80 CFM Ultra Quiet 1 - Bath exhaust fan, Nutone Energy Star 150 CFM77, 1 - Programmable Timer for Energy Star fan 4- Smoke detectors - JUL 1 2 2019 4 - Smoke I Carbon monoxide combination detectors 8 - 15 Ampere Arc Fault circuit or as per Code i -•T .r ;_ �A� 3 -20 Ampere Arc Fault circuits or as per Code o�g11FF0�,�co BUILDING DEPARTMENT-Electrical Inspector CO 2 TOWN OF SOUTHOLD 5 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631)765-9502 Temporary Certificate # /0 Date *'7—Z [e-mail mer Name / 2018 fa �'?2 l � E-T Electrician Name ss /278147 �- Phone `�License# -V 7 Size ZW _A phase / Overhead UndergroundRemarks -?I #of Meters s #of Underground Laterals 1 2 New "H" Frame or Pole H p Was work done on Service? YIN Fire Reconnect Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid t 90 d s rom the date above. Authorized by la3a w✓� ��Sl�� way So C f S icy - a4�2aa > 9/21/2018 IMG-4170.JPG https://mail.google.com/mail/u/0/?sw=1&token=%5B%22eftp%22,%22ffaee64652%a22,%22nY6oNgkuVPxjVBkDVHWpkg%5Cu003d%5Cu003d%22,%22ZyMrc6... 1/1 9/21/2018 IMG-4177.JPG •o �Y _ x t • a A t. r, https://mail.google.com/mail/u/0/?sw=1&token=%5B%22cftp%22,%22ffaee64652%22,%22nY6oNgkuVPxjVHkDVHWpkg%5Cu003d%5Cu003d%22,%22ZyMrc6... 1/1 I/I "'93jWkZZZ%`ZZ96P£OOn36%pE00°359 gldt1AHAQ)IHA[xdAn)ISNo9AuZZVZZ%ZS9h9-gJJZZ%`ZZ%dlpZZ%U!;%=aaito1v[=ms6/0/n/I!ew/tuoxajS-2-I!u-//:sduq ti , f « • 0. 1 h• 1' A► odfSLIV-DWI 8IOZ/IZ/6 9/21/2018 IMG-4173 JPG Y" rs .► i�.,•tom" i ► - 711- A f i Q1 1 �11 a k _ https://mail.google.com/mail/u/0/?sw=I&token=%5B%22cftp%22,%22ffaee64652%22,%22nY6oNgkuVPxjV HkDV HWpkg%5Cu003d%SCu003d%22,%22ZyMrc6... 1/I IMG-2512.JPG u�3r Aw i s :� 71� ESQ s �J/ Aj hftps://mail.google.com/mail/u/0/#inbox/FMfcgxvzLrPGj DBHf rLZgHDntCKVNzDv'?projector-1&messageParUd=0.1 1/1 ti 18 IMG-2513.JPG A https://mail.google.com/mail/u/0/#inbox/FMfcgxvzLrPGjDBHf rLZgHDntCKVNzDv?projector-1&messagePartld=0.1 1/1 9/28/2018 IMG-4207.JPG WAR— t CP 4-0 I�Iltll!�� T II ft I ' a: t. �m t '.'Arm•'✓ '., I' I, r r Y I J https://mail.google.com/mail/u/0/#inbox?projector-1 I/I e-'-) D C) �,rrvo,�- 1 1 t ` 4 https://mail.google.com/maiUu/O/#inbox?projector--1 V9 YVI i LN, JUN 2 5 2019 SOT f- �'� spa Al< /crgOC3 y � YOL, bxle l Bunch, Connie From: Bunch, Connie Sent: Wednesday,July 10, 2019 2:05 PM To: 'betsy@mooreattys.com Subject: Neimeth, 1700 Gin Lane, Southold Betsy, In order to issue the Certificate of Occupancy for BP 42989 we need the final survey with the final Board of Health approval (green stamp) and a final electrical inspection. Please contact our office to schedule the electrical inspection at 631-765 1802. Best Regards, Connie Bunch I 1 I �1 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DUiYYi1) 08/07/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUP-ROGATION IS WAIVED,eaubject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: Robert Boyd Aspen Agency Inc fpjc.No,PHONE , 631-471-7575 a No)-.(631)246-3732 191 Ronkonkoma Avenue ADDDRIESS: rboyd@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAICN INSURER A: Evanston Insurance Company INSURED INSURER B Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURER D: Southold,NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AOL SUB POLICY NUMBER POLICY M DD EFF MMI YY LIMITS A X COMMERCIAL GENERAL LIABILITY 3EQ9845 07/17/2018 07/1712019 EACH OCCURRENCE $ 11000,000 DAMGE TO CLAIMS-MADE a OCCUR PREM SES Ea Noccwrence $ 100,000 MED EXP Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY 0 ECT F-�LOC PRODUCTS-COMP/OPAGG $ Included OTHER, $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODt6Y INJURY(Pw anctrinN) $ AUTOS ONLY AUiGS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per acudent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN 4 ANY PROPRIETORIPARTNER/EXECUTIVE ❑ N f A E L.EACH ACCIDENT $ OMCER/MEMSER EXCLUDED? (Mandatory in NH) E L.DISEASE-EA EMPLOYE $ If Yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DEStmnon OF OPHRATMS I LOCATHMS I VO;t ES tACORO 101,Addtfthat ReMafta S0edale,May b4 ottathed R Mum space b rEgalted) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Southold Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 Southold, NY 11971 AUTHORIZED REPRESENTATIVE / RLB ©1988-2015 D CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by RLB on August 07,2018 at 10:29AM New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Q-01 ,AAAAAA 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP SOUTHOLD BUILDING DEPARTMENT 1365 WATERSEDGE WAY 54375 NY-25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 906883 04/15/2018 TO 04/15/2019 8/7/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVALASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:581158496 U-26.3 c w ,n � < '� g N'� 3 �' S,j `• ,yy rb�j,' �+ 7b 4 r r 'R� '. $ �' bi\f• `• �r ,G�+�� '� � r � °d ,y 5 ,t�o !d ,rVk � i•' 'P�! i � � � � � � 1 �' t / !/ !'}r J��V ��1� I V s; � • Suffolk County Executive's Office of Consumer Affairs o VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 S y. DATE ISSUED: 8/22/2001 No. 29373-H __ _ •. • �tl r SUFFOLK COUNTY Home Improvement Contractor License m This is to certify that PAUL J DAVIEY • �; doing business as SLIGO 'ONSTRUCTIION CORP .� having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of 5'uffolk, State of New York is hereby licensed to conduct business as a HOME x IMPROVEMENT CONTRACTOR, in the County of Suffolk. rt - Additional Businesses NOT VALID WITHOUT `yNM � DEPARTMENTAL SEAL M AND A CURRENT CONSUMER AFFAIRS "v ID CARD y Director rl` ��i �'x 0 r 1 � 4ti3' •ra Jr A r • ! r vf/1 I' > � \ • '��' ?�+��';,� F� �ylp�: A`�',��r • '4�' � v 'fir ��@S � r i+� "` '��' j SUFFOLK COUNTY DEPT OF LABOR. :..%.'. LICENSING b CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR I!F 4SE PAUL JDAVEY amNE5S"mm This certifies that the SLIGO CONSTRUCTION CORP bearer is duly licensed by the .�County of Suffolk 29373-H pgrM2001 ,Tre�uE�de�et� 6XPIRAT10"OATE c�zdd . 08/01!2019 REScheck Software Version 4.6.4 Compliance Certificate Project ADDTION AND ALTERATION ��RED A � • Energy Code: 2015 ICo ECC ¢�� 11J<G Location: Southold New York Construction Type: Single-family * o Project Type: Addition W < Climate Zone: 4 (5572 HDD) Permit Date: dj9 OR9465 OQ� Permit Number: OF NE�� Construction Site: Owner/Agent: Designer/Contractor: 1230 WATERSEDGE WAY NEIMETH RESIDENCE EMMANUEL T.ADDY, R.A. SOUTHOLD, NY 11971 1230 WATERSEDGE WAY TDG ARCHITECTS SOUTHOLD, NY 11971 125 E.SUNRISE HIGHWAY LINDENHURST,NY 11757 631 242 3184 TEHNADDY@AOL.COM trade,Compliance- Passes'lusing UA off Compliance: 8.8%Better Than Code Maximum UA: 577 Your UA: 526 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,694 30.0 0.0 0.035 59 Ceiling 2: Cathedral Ceiling 184 30.0 0.0 0.034 6 Wall 1:Wood Frame, 16"o.c. - 1,488 13.0 5.0 0.057 68 Window 1:Wood Frame:Double Pane with Low-E 102 0.280 29 SHGC: 0.40 Door 2:Solid 200 0.300 60 Wall 2:Wood Frame, 16"o.c. 725 13.0 5.0 0.057 34 Window 2:Wood Frame:Double Pane with Low-E 91 0.280 25 SHGC: 0.40 Door 3: Glass 34 0.280 10 SHGC: 0.40 Wall 3:Wood Frame, 16"o.c. 715 13.0 5.0 0.057 39 Window 3:Wood Frame:Double Pane with Low-E 32 0.280 9 SHGC: 0.40 Wall 4:Wood Frame, 16"o.c. 1,488 13.0 5.0 0.057 65 Window 4:Wood Frame:Double Pane with Low-E 196 0.280 55 SHGC: 0.40 Door 1: Glass 144 0.280 40 SHGC: 0.40 Floor 2: Slab-On-Grade:Unheated 40 10.0 0.684 27 Insulation depth:4.0' Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements list in the REScheck Inspection Checklist. ''�I M c l-��L P — ,2 R �l f Name-Title i Signature Date Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 37.0%'were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section:,. ,a - a I"`ns,V• r- •aP a er #A as=P,re=lnspectionjPlan•Review .Compl'ies., :,,Comments/Assumption's ,.Value &=Req:ID. - 103.1, ;Construction drawings and '❑Complies ;Requirement will be met. 103.2 documentation demonstrate U ;energy code compliance for the Does Not [PR1]1 Location on plans/spec: I ' , x" �° I' • �-° � ( 4 i building envelope.Thermal ` °' ❑Not Observable (See drawings. ;envelope represented on ; . j❑Not Applicable I construction documents. 103.1, !Construction drawings and i J °' a s' J❑Complies ; 103.2, ;documentation demonstrate j❑Does Not 403.7 ;energy code compliance for I [PR3]1 ;lighting and mechanical systems. f, ," I❑Not Observable ; U :Systems serving multiple r 1'''; }❑Not Applicable dwelling units must demonstrate :compliance with the IECC } 1 1 S i 1 !Commercial Provisions. Heating and cooling equipment is; Heating: ! Heating: ;❑Complies sized perACCAManual S based ; Btu/hr ; Btu/hr I❑Does Not ! [PR2]2;; on loads calculated per ACCA I Cooling: Cooling: I g: ,❑Not Observable 1 Manual)or other methods ! Btu hr I Btu/hr 4approved by the code official. ❑Not Applicable ! / I I I Additional Comments/Assumptions: 1 High Impact(Tier 1) =„2; Medium Impact(Tier 2) ,3; Law Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 3 of 10 e,Seetion",, .•s - #` Foundatio"n Inspection Plans'Verified"`,'"Field„Verifieih's T Complies? Comments/A§sumptions,' &Re -'Value",. •=Value"" 402.1.2 ;Slab edge insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. j ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft :❑Complies ;See the Envelope Assemblies [F03]1 (depth/length. ; :❑Does Not ;table for values. ❑Not Observable ; ❑Not Applicable ,A protective covering is installed i❑Complies :Exception: Requirement is ;ito protect exposed exterior UDoes Not !not applicable. insulation and extends a ❑Not Observable ' minimum of 6 in. below grade. i { : ❑Not Applicable ; 403:9 =W°j;Snow-and ice-melting system ;❑Complies [FOl'2]?`.,- ;controls installed. f ; j❑Does Not 1❑Not Observable ✓r`} I ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) lz,2'1 Medium Impact(Tier 2) ,3• Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 4 of 10 ction:. a,. f?Ians Verified'' "Field,Verified° ' #' Framing./;.Rough=ln'•Inspecti'' Value• ° �V' Corriplies ;;Comments/Assumptions &-RegaD,; alue 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 UDoes Not ;table for values. [FRl]1 + ,❑Not Observable ; ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). PDoes Not ;table for values. 402.3.3, ! + 402.3.6, ;❑Not Observable ; 402.5 ; ;❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products' ; ;❑Complies ;Requirement will be met. [FR4]1 are determined in accordance f ❑Does Not ;with the NFRC test procedure or i ;Location on plans/spec: As ;taken from the default table. ; ❑Not Observable ,per NFRC test procedure. ( ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ; +❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ; ;❑Does Not instructions. :Location on plans/spec:To ❑Not Observable :be installed as per ❑Not Applicable ;manufacturer.See details. 402.4.3 ;Fenestration that is not site built i '❑Complies ;Requirement will be met. [FR20]1 i is listed and labeled as meeting r❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC i ;❑Not Observable ; 400 that do not exceed code '❑Not Applicable , a. • (limits. 402:4:5.%,,IC-rated recessed lighting fixtures; ;❑Complies ;Requirement will be met. 16]2,',,_','n sealed at housing/interior finish I ;❑Does Not "k and labeled to indicate:52.0 cfm Y !Location on plans/spec: leakage at 75 Pa. }❑Not Observable !See detail. ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics ; ; I❑Complies ; [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ #' 1 ;R-6 where < 3 inches.Supply and UNot Observable ; ;return ducts in other portions of ; ;❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter. - s 463.3:35'�;Building cavities are not used as ;❑Complies [FR15], ;ducts or plenums. # j❑Does Not 4; } 3❑Not Observable ; ;AI f ;[:]Not Applicable ; 403,4]°,` ,HVAC piping conveying fluids ; R- R- !❑Complies ; [FR17 z r`.,3 above 105 QF or chilled fluids ; I❑Does Not ; r N vy,3elow 55 QF are insulated to>_R- ❑ Not Observable ; ;;. ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ' ;❑Complies [FR24I1 ;piping. ❑Does Not ❑Not Observable ; ❑Not Applicable Hot water pipes are insulated to R- R- ;❑Complies >_R-3. ; ;❑Does Not UNot Observable UNot Applicable 803',6;,`;'« .Automatic or gravity dampers are 1❑Complies ;Requirement will be met. [FR J 9]2r•"3 installed on all outdoor air i ; 3❑Does Not u+intakes and exhausts. + Location on plans/spec:As ;❑Not Observable ;per HVAC subcontractor. ;[]Not Applicable ; 1 High Impact(Tier 1) 2•` Medium Impact(Tier 2) 1,3'1 Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) J>Z'J Medium Impact(Tier 2) 1"3:1 Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 6 of 10 ,Section,, ' � �Insuhti6n1n0�ction , 1ani"V� rlif� ' ' 'VaJUE Value,-. Comm6fits/AssOmp'tiohs ,, Re .1115 q 'LlComplies :Requirement will be met. ',All installed insulation is labeled or the installed R-values t I "ElDoes Not ev�,o provided. }E]Not Observable ;E]Not Applicable 402.1.1, :Wall insulation R-value. If this is a, R- R- ;.ElComplies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least IL/2 of the ❑ Wood ; !table for values. 402.2.6 :wall insulation on the wall E] Wood PDoes Not [IN3]1Mass El E] mass !E]Not Observable ,exterior,the exterior insulation :requirement applies(FRIO). E] Steel I E] Steel f1hot Applicable UP 303.2 Wall insulation is installed per ElComplies ;Requirement will be met. [IN4]1 manufacturer's instructions. E]Does Not :Location on plans/spec:As 1EINot Observable ,per manufacturer. )E:]Not Applicable Additional Comments/Assumptions: IllHigh Impact(Tier l) 1''2-:1 Medium impact(Tier 2) J,','3,J Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANLIEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 7 of10 „Section,` #'” Rina l leis ection Prov 'i` ;,N Plans,Verified' -Field Verifiedr'` i;-:,` p sons,•,,.' Complies. Comments/Assumptions' &Req.IDe Value" _Value`' 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ;❑ Steel ❑ 402.2.6 ; ; Not Observable [Fill' ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ?❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. 1' i ; [F]2]1 !Blown insulation marked every } ❑Does Not ° 1❑Not Observable +Location on plans/spec:As 1300 ftz. i ; ; ,per manufacturer. j❑Not Applicable 402:2:3; ;Vented attics with air permeable i ;❑Complies ;Requirement will be met. [17I221, ; ,FR i insulation include baffle adjacent ( ;❑Does Not to soffit and eave vents that i Location on plans/spec: t•f,'`w.X{extends over insulation. ;❑Not Observable :See detail. i I❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation >_R-value of the ;❑Does Not adjacent assembly. :Location on plans/spec: ,❑Not Observable ; See detail. ;❑Not Applicable ; 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [F117]1 lach in Climate Zones 1-2, and I T❑Does Not ; <=3 ach in Climate Zones 3-8. ;Location on plans/spec:To ;❑Not Observable ;be provided by a certified ❑Not Applicable ;tester. 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ; [F]27]1 determine air leakage with ft2 ; ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a i❑Not Observable F :pressure differential of 0.1 inch ; ;❑Not Applicable ; :w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ! '❑Complies ; [FI24]1 by manufacturer at<=2%of ;❑Does Not ;design air flow. I ; ' 1 tNot Observable ; ;❑Not Applicable :40 <m Programmable thermostats ;❑Complies installed for control of primary # ` I❑Does Not :.a"",,..",,"heating and cooling systems and € ; l initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable ; 403,r1.2'_<<?1,Heat pump thermostat installed ![]Complies ; [FliojZ,;-u on heat pumps. " J❑Does Not it f 1 , c f {❑Not Observable ; I❑Not Applicable 403'5 ?Circulating service hot water ;❑Complies ; i [FI11]? "_.."systems have automatic or I❑Does Not ,Iaccessible manual controls. I ;❑Not Observable ; 1❑Not Applicable 11 High Impact(Tier 1) 1,,-2,.1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 8 of 10 . . � � � / � � / � | ! � | � sIA"Umbt ons 4Ut.','r, All mechanical ventilation system �E]Complies 117-125) 4�1`fans not part of tested and list ed tboes Not HVAC equipment meet efficacy �E]Not Observable and air flow limits. �E]Not Applicable 2"X-`I,*: Hot water boilers supplying heat DComplies through one-or two-pipe heating �,,IE]Does Not systems have outdoor setback Not Observable control to lower boiler water E]Not Applicable temperature based on outdoor 'EIC lies Heated water circulation systems ' omp have a circulation pump.The ",,PDoes Not system return pipe is a d edicated return pipe or a cold water supply Gravity and thermos- "ILINot Applicable pipe circulation systems are not present.Controls for "S circulating hot water system pumps start the pump with signa for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation 10 op 7;is at set-point temperature and no demand for hot water exists. 4.011. ,,,,Electric heat trace systems UComplies comply with IEEE 515.1 or UL 61EIDoes Not 515.Controls automatically Not Observable adjust the energy input to the iElNot Applicable 1�%A�""�f�'iheat tracing to maintain the desired water temperature In the Water distribution systems that ElComplies ODoes Not have recirculation pumps that pump water from a heated water I []Not Observable p ly pipe back to the heated E]Not Applicable water source through a cold water supply pipe have a demand recirculati( )n water ,i system. Pumps have controls that manage operation of the and limit the temperature the water entering the cold r, Drain water heat recovery units '41 iElComplies (F131J?2P4,,�,,1 tested in accordance with CSA ,Elboes Not "IM,B55.1. Potable water-side �E]Not Observable pressure loss of drain water heat recovery units<3 psi for IE]Not Applicable individual units connected to one two showers. Potable water- pressure loss of drain water heat recovery units <2 psi fo R.".—Jridividual units connected to 14404.1 !75%of lamps in permanen [F16]1 !fixtures or 75%of permanent E]Does Not ;fixtures have high efficac la ps. 1EINot Observable Does not apply to low-voltage E]Not Applicable Fuel gas lighting systems have IE]Does Not M2313,`,��, no continuouspilot light. []Not Observable E]Not Applicable � three or more showers. Project Title: ADDT|DNAND ALTERATION Report date: 07/21/18 � Data filename: C:\Users\EMMANUEUDesktop\RESCHECK[ERllNBMETH.rck Page gofl8 | � | . : i !:.Section, nsVee : eld`Verified-•'-�`*- # ' Final Inspection,Provisionsl,_ , „Value" Value^.= - Complies.,- Comments/Assumptions &,Req.iD; 401.3' - ' Compliance certificate posted. # i❑Complies :Requirement will be met. ;❑Does Not ;Location on plans/spec: 1❑Not Observable :See drawings. i❑Not Applicable 303:3 ,.;Manufacturer manuals for ❑Complies ; [FI18]3 !mechanical and water heating1❑ I Does Not systems have been provided. a i 1 ;j ¢ i❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,. Medium Impact(Tier 2) ;,3'• Low Impact(Tier 3) Project Title: ADDTION AND ALTERATION Report date: 07/21/18 Data filename: C:\Users\EMMANUEL\Desktop\RESCHECK CERT\NEIMETH.rck Page 10 of10 i A 2015 IECC Energy Efficiency Certificate .Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHG,C Window 0.28 0.40 Door 0.30 0.40 CoolingHeating & Heating System• Cooling System• Water Heater: Name• Date: Comments SEPTIC SYSTEM DETAIL SURVEY OF PROPERTY HOUSE slateor other APOT TO SCALE F.F. EL. 9.6' :t,,.!1P.I: c a,,s r AT BA YVIEW stopper end plug 0 EL. 7.6' FINISHED GRADE EL. 6.3' TOWN OF SOUTHOLD 6.6' isonaySIN ney = SUFFOLK clean out 12 j_ COUNTY N. Y I.E. 18" I.E. 1000-88-03-19 • :6- YA1 A�Imo 1- 5.0' 0,�� 2Or7 1/4* per foot min. pitc 5.5' I.E. CENTER POOL — 1/8 per foot min. SCALE. 1 - 30' dia. pip 4.5' IN 6) POOL SYSTEM in. 4" dia. pipe pitch min. 4'dia. pipe NOVEMBER 18, 1988 class 24mO pipe or equal 4 min. class 2400 pipe or equal 1000 GAL.PRECAST ---- [6]LEACHING POOLS SEPTEMBER 28, 2017 SEP 77C TANK GROUND WA (80 x 6'DEEP) OCTOBER 26, 2017 (PROPOSED ADD177ON) ------------- ------------------- -- HIGHEST RECORDED GROUNDWATER BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL TEST FjOLE DATA MCDONALD 5E05GIENCE 09/1312017 A. &) EL.6.0' 0' DARK DROWN LOAM OL ry DROWN SILTY SAND 5M6 44 2?� / �p �P�{ry PO Ix DROWN FINE TO GOAK5E 5AND (5W) 0AO S EL.0.3------- 7.7 6 U-) . j, V44, 11% '69 A Or WATER IN DROWN FINE q� TO COARSE 5AND 15W1 Cb tz 17 14, WATER ENCOUNTERED 71 DELOW 5UKFACE 4, 01 'ri (0 G , I ( C Ic 6If,F 1 1�41 P�<�i �-��s�'r` ry /l��/ tris SS. RAIN ',UNOFF CONTAINMENT < 0,- A 4 PKOF0 5ED DWELLING - 2290 5Q.FT. qO ;1P 2290 X I X 0.17 390 GU.FT. °os0+ 390/4.2 • 9 VF PROVIDE 3 DW5 84 X 3' OK E(,UAL v tis \ ��/// ��/ <i,�rFP DRY WELL CONNECT TO HOUSE + GARAGE 9 SS. n C119 WITH E7UTTEK5 + LEADEK5 x- 110 40* PKOP05ED 5EPTIC SYSTEM A 4 BEDROOM HOU5E Q,It, I-PKEC,A'�T 1000 GALLON 5EPTIG TANK 6-LEAC,FIIN& POOL5 64 X 2' DEEP AV yy WITH 3' SAND GOLLAR. 2' MIN. A15OVE GROUND WATER /CS)11 �Iv 0 /C NU y EX 151' LOT COVERAGE EXISTING HOU515 - 1697 5Q.FT. 1697/17143z9.97 PKOP05ED LOT GOVEKA&E sa Bldg Dept copy from zaA Final reviewed documents HOUSE + ADDITION, DECK + PORCH - 2635 / ZBA File# �� 2635/17I43-15.4% PIPE /C MONUMENT IS ELEVATION5 ARE REFERENCE[) TO NAVE) 1986 / a*.0 nJ 4= -7 7�- FLOOD ZONES FROM FIRM 36103C,0166H MAP EFFECTUE DATE- 5EPTEM13EK 25, 2009 C IA17j I AM FAMILIAR WITH THE 5TANDAKD5 FOR APPROVAL AND GON5TRUCITION t, 44, OF 5IJ155IJRF/\CE SEWAGE DISPOSAL SYSTEMS FOR 51NC7LE FAMILY KE51DENCE5 AND WILL ABIDE BY THE GONDITION5 5ET FORTH THEREIN AND ON THE PERMIT TO GON5TRUCT. THE LOCATION OF PUDLIG WATER, WELL5 AND CE551`001-5 N.Y.5. LIG. NO. 49618 ANY ALTERATION OK ADDITION TO TH15 SURVEY 15 A VIOLATION SHOWN HEREON ARE FROM FIELD 0135ERVATION5 AND OR OF 5EGTION 7209OF THE NEW YORK STATE EDUCATION LAW. FROM DATA OBTAINED FROM OTHIEK5. EXCEPT A5 FIER 5ECTION 7209-5U15DIVI51ON 2. ALL VEYOR5, P.C. C,EKTIFIC-ATICN5 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED DY" MIJ5T DE U5ED BY (631) 765 -5020 FAX (631) 755 -1797 THEREOF ONLY IF 5AID MAP OR GOPIE5 DEAR THE IMPKE55ED ANY AND ALL SURVEYORS UTILIZING A DOPY OF ANOTHEK5 5LKVEYOFZ5 MAP.TEKM5 5UGH P.O. E50X 909 SEAL OF THE: 5UKVEYOK WH05E SIGNATURE APPEAK5 HEREON. A5 "IN5PEGTED" AND "E5K0U(-yHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. AREA = 17,143 SO. FT 1230 TRAVELER STREET 5OUTHOLD, N.Y. 11971 88-702 SCDHS REF# 18-0156 SURVEY OF PROPERTY SLATE OR OTHER SEP71C SY570W DETAIL 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST AT BA YVIEW HOUSE CONCRETE BOTTOM AND 3 INCH WALLS F.f. EL 9.9' suITALE COVER ear 117 S1GKE 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED STOPPER END PLUG LING CASTING EL fy9n REINFORCED PRECAST CONCTERE SOLID RING. TOWN OF SOUTHOLD EL 7.9' FlN/SHED GRADE TO GRADE I.E. 3. AN APPROREAS.VED REINFORCED PRECAST CONCRETE 6 INCH SUFFOLK COUNTY, X Ye 6•2' 2.5 THICK III ' u THICK SLAB TOP IN LAWN A v, COVER TO GRADE CLEAN OUT IFDROP •T• �-J 7 r MAXnAx. CHIMNEY 4. DROP T'S MUST BE PINNED OR OTHERWISE,FIRMLY 1000-88_03-19 USED ON INLET 6MIN. LOCATE DWP *r ATTACHED. UNDER ACCESS OPENKI 5. LIQUID DEPTH MUST BE 4 FEET. ' SCALE: 1'= 30' _ FOR MANTANCE e• 1 "28• ,D NOVEMBER 18, 1988 I.E. e• sKET .o' I E ±� :_: ':> SEPTEMBER 28, 2017 MN. 44 DIA CLASS 14" 18• 5.W I.E. I�S;ISS>si•: .•?•> CENTER POOL 2400 PPE OR -� - 1/8'per foot min 51' IN (8) POOL SYSTEM `:�.- OCTOBER 26, 2017 (PROPOSED ADD1770N) EOUVALENT PRIED 8• S' pitch mkt.47 dia.pipe t 1/If PER FOOT s EFFECTIVE -F close z400 pipe or egad � W s "a 2018 (SCDHS RENTS/ONS) DEPTH [6]LEACHING POOLS �...'-. MARCH 28, II ?mrn. (8/x 2'DEEP) LS2 IT''- now t- FLOW UNE •- JUNE 25, 2018 (SCDHS'REVISIONS) tea' MIN. I JULY 91 2018 (revlslons) 8'-0• DIAMETER LU GROUND WATER _ ________ --EL---0.5'----------------- __________ _ _ HIGHEST EXPECTED GROUNDWA ---- TER BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL 1.20 GALLON CYLINDRICAL SEPTIC TANK DETAIL �,�j► h NTS �- TE5T HOLE DATA �, MCDONALD GEO5CF- m IM 09/13,2017 (5 EL&S 3' ° DARK DROWN LOAM OL d'v,lylepo DROWN 51LTY 5AND 5M \� !,/C `pry DROWN FINE TO GOAK5E 5ANO 15W1 0� �O °ya �( '` ;C O� EL.0.6' ---- 7.7 40 WATER IN DROWN FINE / 4, TO GOAK5E 5AND 15W1 f ` a• F 7 W 177 WATER ENCOUNTERED 7.7' DELOW 5UKFACE pct ro O h 10 C/a/C `k "tib ,ate ., bpi 04� t ,it'tt/T?Sjy�i \/ 'Fill F F2 as � �� a• Q q9 c3V �p � } �� , it RAIN RUNOFF C ONTA I NMF-NT PROP05ED DWELLING • 2290+ 5QFT. 2290 X 1 X 0.17 390 (UFT. 390/42.2 • 9 VF / /6� l , � � � may• 4/ PROVIDE 3 DW5 80 X OR EQUAL r� �0 A, ib, F ,� F Go Sr DRY WELL CONNECT TO HOU5E + GARAGE q. WITH GUTTEK5 + LEADERS PROPOSED SEPTI( 5Y5TENL e</� �' '°�' 4 DEDROOM HOU5E o ® J¢) �v 1-PKEGA5T 1200 GALLON 60 4' LIQUID DEPTH SEPTIC TANK 6-LEACHING P001-5 6+ X 2' DEEP /`�' � O� WITH S 5AND GOLLAK 2' MIN. ADOVE '1j� STS �� S'JFF0L;: SCDHS REF# R10-18-0074 SURVEY OF PROPERTY AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-88-03-19 SCALE: 1'= 30' NOVEMBER 18, 1988 SEPTEMBER 28, 2017 OCTOBER 26, 2017 (PROPOSED ADD1770N) MARCH 28, 2018 (SCDHS REVISIONS) JUNE 25, 2018 (SCDHS REI/ISIONS) JULY 9, 2018 (SEP77C REVISIONS) OCTOBER 10, 2018 (PROP.POOL) OCTOBER 22, 2018 (PROP.POOL) � NOVEMBER 20, 2019 (FINAL) �\� SEPTIC LOCATIONlepo 4 0 ,�� ''� `` /' •� .A• •B. 0 U. ST 31' 190a' C� v'C/s F`�-." DPI 42' 28.5. s DP2 43' 26.5' U/G PROPANE TANK) C POOL FILTER i POOL HEATER GENERATOR 0 ^ V TEST HOLE DATA CONC. PAD ,� 3S STOCKADE FE. 8' INSIDE RET. WALL McDONALD GEOSC/ENCE e �l� 09/13/2017 D� /S OWER EL.8.3' O' .Dry A t \1 WN 1 DARK BROW LOAM OIL O �� ------ --- AC oAib. r �S BROWN SILTY SAND SV HEAT P P'� �� STONE �� S ------ 3.0' / STOOP BP.ow FINE TO COARSE SAND (SK) g / mow; F,�`�G/STy °• EL.0.6' ---- 7.7 F'� ' P ��\F�,qp/N, VSs v° a4(s WATER IN BROWN fINE TO � COARSE SAND (SW) 1`d �t S• ��' �0 ,° e �Fc� s3 ti� �w ` STONE • . 17 / 0� WALK co ST WATER ENCOUNTERED 7.7'BQOW SURFACE � � � ` ,•---_`---.------..—'___ ^� P ,tom w ti.a• -:n�Y .:, �y hEA11 H S_RVfKS ELEVA77ONS REFERENCED TO NAM 88 c �' oP2 Pt Q� �� /!�^ ::�'':-4 t'0,•'' .TR k, MV� O�KS FOR LP LP F.`-s'i ti-'•_E ;;Ll(St=:SiL`' '' II ' .1� '�� 1 6 2019 Q -�g" c' Rel. tis \ FLOOD ZONES FROM FIRM 36103C0166H B� O � �'� � �P � Date H•`''�"' - Map Effective Date: September 25, 2009 /C �' QT h �, (� 7 � �U ' The se atze�POSW and,v cter supply faditics St this 1^�;;c�ea:s«. t�cx�rr at'sd found to �fVvV be actory r0R A At�,r'�ttvf3,fS�i,t)F, 6EGROOPAS. FT ' KEY '04 Craig Knepper, P.E., Chief Q = REBAR �, r / ® = WELL / = TEST HOLE / i`,:t ► �.ivi. `. � a f ® = PIPE ti ® = MONUMENT / C WETLAND FLAG 'I'G U77LITY POLE T 0FN'E THE LOCATION OF PUBLIC WATER, WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FlELD 1 � co ,_�S•t<<�?�= _'�,,' OBSERVA77ONS AND OR FROM DATA OBTAINED FROM OTHERS. �,..� '�Cee,��,```` F E 8 - 4 2020 I AM FAMIUAR WITH 7HE STANDARDS FOR APPROVAL AND CONSTRUC770N OF SUBSURFACE SEWAGE '',, .� t': DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE COND/TIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. I ANY ALTERAT70N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW ' << �To.a ; ' . . YOP.K STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SURD/VISION 2. ALL CER71FlCA710NS S. LIC. NO. 49618. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE , IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. PEC6k-",,':S�URVr- ,.,YO'RS, P.C. ADD177ONAUY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY' MUST BE USED BY ANY AND ALL AREA = 17,143 SQ. FT. (631) 765-5020 FAX (631) 765-1797 SURVEYORS UTILIZING A COPY OF ANOTHERS SURVEYORS MAP.7ERMS SUCH AS INSPECTED AND E� ' Cry ' P.O. BOX 909 "BROUGHT—TO—DATE' ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET 88-702 SOUTHOLD, N.Y. 11971 SYMBOL LEGEND TABLE R401.4.1 411 22-7-1 _ " PRESUMPTIVE LOAD-BEARING TW28410 DRYER VE TW210410-3 NEW CONSTRUCTION VALUES OF FOUNDATION MATERIALS 2"xs" w (2)2"x10" _, w NOTE: �► w.c. _ VENT DRYER -I - Q PROVIDE 5�6KE-b�TECTORS LOAD-BEARING Z - - Ea�_ov_e ¢ DIRECTLY CARBON MONOXIDE DETECT TO BE REMOVED CLASS OF PRESSURE CFM shelves `00 ¢ A5 PER SEC.R314,315 W TO EXTERIO °C w OF 2015 IRC MATERIAL (pounds per square foot) _ _ - Q EW a �� o 10 _ EXIST'G STRUCTURE - DETECTORS NE BE HARDWIRE ' w - +•= p X - w � INTERCONNECTED CRYSTALLINE BEDROCK 12,000 AT X _ N '�° 00 NEW CONCRETE ho. N MUD RM. Q) � X SEDIMENTARY AND FOLIATED ROCK 4,000 - �, o X w O DESIGNATES DETAIL VIEW SAND GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 lav N `" 2668 Z O v ¢ " a � (2)2"X8" HDR c\ (2)1 3/4 X14 LVL HDR(ABOVE) w - cwi DESIGNATES SHEET NUMBER SAND,SILTY SAND,CLAYEY SAND,SILTY - - — - - — - - - - - - — — - Z REMOVE EX. NEW d X-# GRAVELCLAYEY GRAVEL SW,SP,SM,SC,GM 2,000 H (2)13/4"X14" LVL HDR A o0 2 2"X10" LEDGER ABOVE v_ v` EX. ILC❑ — — — — — — — — — — ( ( ) ( ) ( ) H I — lJ IL ¢ I N I I ¢ ¢ EN RY STEPS CHIMNEY 0 DESIGNATES SECTION VIEW CLAY,SANDY,SILTY CLAY,CLAYEY SILT, I I DIRECT VENT — — SILT AND SANDY SILTCLAY 1,500 {- I UP 3R '•' TW24 10-2 X (CL,ML,MH,AND CH) I I I I EX. WALLS TO u_ H•D•TW24410 TW24410 ( )1 3 4"X11 /4" LVL HDR ABOVE) - EX. H•O• 2"X10" RIM JST �BE REMOVED b p — — — — — — — _—_ — - DESIGNATES SHEET NUMBER a,Where soils are required by section R401.4,the allowable bearing capacities 1-4 O I _ ( ( �($ ( ) { ` o X (2)Z"X8" 1 3/4"X11 1/4" LVL H R A 2 2" 8' DR (2)2"X8" HDR _ (2)13/4"X11 1/4" L L HDR(ABO �� of the soil shall be part of the recommendations. I X X LL-__ — J I N . , GAS FIREPLACE ,o — — — — — — — — — - b.Where the building official determines that in-place soils with an allowable 00 N �-+ -I I w @j (❑PTI❑NAL) I I N I I REF. I EX. a I bearing capacity of less than 1,500 psf are likely to be present at the site, N W I Z I I I I = the allowable bearing capacity shall be determined by a soils investigation. Z I I I I I I — = I = EX. WALLS TO I o I I 411 ,- I I I I I~—BE REMOVED , X NEW FAMILY = I I I I ,�411 EX. KITCHEN sTo. > , I X _ DINING RM. I I ti D I co v I I - TABLE R402.2 EX. GARAGE I I v tibb� I I I I J _ ' MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE I = kb Z NEW (2)2"X10" W 1 STL. PLT. FLUSH HD I (2)2"X10" W 1 STL. PLT. FLUSH D _ _ I I I I o I ,� cc - - - - - - - - - - - .� O MINIMUM SPECIFIED COMPRESSIVE STRENGI�'c) "� 4" DIA. STL. — J+ tio'O� I I I I x = - 1 , -► " 2" DECK C s ' I E TYPE OR LOCATION OF CONCRETE CONSTRUCTION EX. WALLS TO I I I I N ;� ISLAND_ 3 WeatheringPotential -I �� BE REMOVED a) I D b w ti POST(TYP. (2)2 8 I I I I w 1 C) I I 8JE' oderate Severe on O FLITCH HORS) I"- Ne I+ ible M - - - - - - - - - - L - - - - -1 L_ Z I F-99 (IJ BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEA ER2,500 2,500 2,500 ` AO N -� " " „ ' „ „ w °C�— (3)Z X W/(2)1 S PLT LUS (3)2 X10 W/(2)1 S PLTFLUSH HD = I _- - - - - - - - - - - - - - - - - - - - - - - -BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 Z o p J I, 00 C�J _ ti 0 Z m L. BASEMENT SLABS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER VERTICAL 2,500 3,000 d 3,000 d N 0 - \ �X o - - - = I o °C O CONCRETE WORK EXPOSED TO THE WEATHER EX. ❑.H.G.D. EX. WALLS TO 3 co 511 N N I —� o v I m BE REMOVED w - Q C.M. - C A — T 1 ( •-• O w = w PORCHES,CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE d,e,f d,e,f — Z DET. CL I I I x o 2,500 3,000 3,500 i i r '--I I I I BE REMOVED _ _ I = I I - FLOOR SLABS � 2068 .yE oo F- �— p C\J of LU X ' NEW - I I I z o I - I I C\1 SEAL a.Strength at 28 days psi. I X I 4"X4" WD. POST "� `n - �? I I - b.See Table R301.2(1)for weathering potential. I I w OY R I I X c.Concrete in this location that is subject to freezing and thawing during construction shall be air-entrained concrete in accordance with footnote d. I I I I (TYP.@ WD. HORS) ¢ ca X O NEW I ( N d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent. = I I I I = aC D c., -�° fay. POWDER LL-=I I EX. L VING ROOM v ( I REMOVE EX. I ��p ARC . . I � �� ,� � I I I �� , �� w i I ->-I i FIREPLACE e.See Section R402.2 for maximum cementitious materials content. (2)r 3/4 X14 LVL HOR(A M t) (2) /4 X14 LVL HDR(AB M X10 R UP 15R 3 @J RM. I I f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by vloume of concrete)to not less than 3 percent is _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z I J H.D 19M LEDGER BD. BOLTED TO DWELLING AB 101 '� 41' I ----------- (2)2"X12" DI 11 permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. I /210410-3 261-311 I =' 0 W.C. Ix I G�, II 21041 TW210410 EX. T�+11210410-2 TW210410-2 I 0 2 9�6�., " NEW FOUNDATION I LO 4t ( )2 Xg (2)2"X8" H (2)2 X8 HDR 2X8 HDR 2)2"X8" ND 2 " " " ( (2)2"Xs" HDR (2)2 X8 HDR�I �' �' H.D. - - _ I- - - - — _—, ti w w _ (2)1 3/4"X11 1/4" LVL HOR(� %)IT LEDGER BO. BOLTED (2)1 3/4"X11 1/4"LVL HDR(ABOVE) (2)1 3/4"X11 /4" LVL HDR(A �• Z a `.° U) TO DWELLING ABOVE ti D. — — — — — — H. °C I X - .. .. ....... ... .. .. �. o - w w ° EX. FRONT PORCH/DECK w 4 _ r Z � r - iI - GH A AR RA - I HND/GU D IL Z x I _ 1X6 WD. PLANK � o (3j U I "' ` 6"X6" WD. X ❑R EQUAL W/1 112" BALLUSTERS @4" O.C. X X POST(TYP.) I a — PR —DE 10 K. - - — — - -- = i 1, vll P.C. FND.WALLS NEW SLAB—ON GR E 5/8" ANCHOR BOV61 " " " " " " "(2)2"X10" HDR (2)2 X10 HDR (2)2 X10 HDR (2)2 X10 HDR (2)2 X10 HOR (212 X10 HDR 2 2 10 HDR (2)2 X10 HDR o NEW REINF.4" P.C. SLAB 12" FROM FND.ENDS& _ _-`—_ ____— - - — - — - — - — - — - �r - - =- - - ao u_ I PROVIDE 20 X11 MAX. .--� P.C. FTG. p ON GRADE W/ 66-1010 WMM 4 Z J O OVER 6 MIL. VAP. BARRIER - :;:. `n M I -� I -' O R-4" l VEL(TYP.) I Q 1 UP 3R N �. Q _" � " � � - PROVIDE NEW b-6 ��; N Z I 2" DIA. X 36" DEEP71 FIRST FLOOR PLAN -, � :'.:�;J H L�_� .: •. . CHIMNEY H L J P.C. PIER FTG. @ ch � P.C. BASE Q -� Q . FND. AS SHOWN r- - - - - -1 F_ - - 1/4"= 1'- 0" �O UP 7R :.:. _ ... 2" PERIMETER r -I — I— :-'k : : : F — — NOTE RIGID INSUL = 24" VERT& HORIZ. I " ALL LUMBER THAT COMES IN CONTACT WITH '-� L J CONCRETE SHALL BE TREATED LUMBER. o0 -311 T 61-811 T0 w 00 = W 00 v EX. SLAB ON GRADE Oo v PROVIDE 5/8" TYPE"X" = Z " -3%1 O GYP. BD. ON CEILING -' � x ;o ABOVE _ Q � -, _ o I I _ I Z J L — -� w I HOLDOWN CONECTION o , _ X 24'X24'X12' DEEP FIRST OO ATTAC T O TIONS 11 P.C. FTG. W/ 4'DIA. �;<: ► STL. POST X. (3)2'XB' GIRDER EX, (3)2'X8' GIRDER EX. (3)2'X8' GIRDER F T "' _ I � - - - - - -�- - -®- - - - - -®- - - -�•- - - - -� - - - - -L�:::::: UPPER ZO kb DECK A�OVEI "SIMP50N"HDQ8 OR w �' w "SIMPSON" SIMPSON"PHD5 2-16d COMMON z H N -� - 2-16d COMMON NAILS @ 6"O.C. H a CL H , NAILS @ 6"O.C. FOR FULL LENGT 12"BEARING ON Q O Z) _ EX. CELLAR I ( - FOR FULL LENGTH OF STUD WALL STUD Q = N w '_ �� _i I OF STUD p W D O EX. FND. I I BLOCKING111-411 131-111, 00 @ O N N H F_ -I F N I I BLOCKING @ ii J I r ' ENDWALL Q X ILL ENDWALL ' - w I I •.. - Q PROVIDE _ Ci 12 X12 X36 DEEP _ • ^. -•'+�; -��'� :� �:' , . ,,. Z P.C.PIER W/ — — 1 F — .'. OR o W 24 X24 X DEE F , 40 :r CL L 5/8'OTHREADEO ROD EMBEDDED 011` z V D O UPPER EX.LEDGER I.F.) = 121/2"INTO CONCRETE LU 51 Q W O :� DECK ABOVE _ _ _ I I -' _` N 9� lN 0� kb w 1 J Qo I UJ � Z Q � I o = FRONT PORCH / LOWER DECK ABOVE I H � PROVIDE 18" DIA.X 36" DEEP I oo '" W = In P.C. PIER FTG. (TYP.) I N I I Z (}— � (2)2 X10 HDR _ (2)2 X10 HDR _. (Z)2 X10 HDR (2)2 X10 HDR =.. W v 0 Iw- � - - - - - - FOUNDATION PLAN Q z ¢ '016 _ 81-411 81-311 ;- „- , 81-311 71-911 61-1111 1/4"= 1'-0" DWG NO 1 6-6 SYMBOL LEGEND 1 6-6 NEW CONSTRUCTION NOTE: _ PROVIDE 5 06FTECTORS ~ NOTE: PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 --___--_ TO BE REMOVED CARBON MONOXIDj a AS PER SEC.R314,3 4-- ROOF BELOW --D - 11 CHIMNEYS SHALL COMPLY WITH THE REQUIREMENT AND SHALL CONSIST OF A MINIMUM OF TWO LAYER EXIST'G STRUCTURE OF 2015 IRC OF UL 127 AND SHALL BE INSTALLED AND OF UNDERLAYMENT CEMENTED TOGETHER OR A SEL DETECTORS TOT TERMINATED IN ACCORDANCE WITH THEADHERING POLYMER-MODIFIED BITUMEN SHEET IN ZZ NEW CONCRETE &INTERCONNECTE " '- " " „ " MANUFACTURER'S INSTRUCTIONS AS PER SEC.P100t PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR DESIGNATES DETAIL VIEW WALL LINE. DESIGNATES SHEET NUMBER I I 1 PROVIDE DBL. X-# FRAMING& - w) F CL 2668 X - ELEC. - INSULATION DESIGNATES SECTION VIEW Z2 2"X8" N HALL (0c.M. X n 1— „ X ) N DET. (V v OD w `Do `� TW28410 TW2021 DESIGNATES SHEET NUMBERE 5/8" PLYWD.` 0ELEC °- CL )z"X8" z DIAPHRAGM o (2)2"X8" = ¢ ® C0 0 seat _ Io _ ABOVE X p CD ( I -' N ® tub W.C. Q v I X „ NEW 2"X8" C. * N „ „ „ Q „ 5 lay. EW - I ui = SPR❑VIDE ! N @ 16" O.C. w 2668 X I of = tub CFM W.I.C. - ®CFM - TEMPERED z N = .1O � ' " X * v cm o N s o. N in GLASS NEW NEW 2x8 C. X N �I BEDROOM #2 16" O.C. I NI NEW _ (2)2"X8" (2)2"x8„ MASTER ELEC. .Nil �—��= r „— — 1 MARBLE _ _ BATH RM. _' I =' 1-l/f 12P.D 58 I cli ELEC. N X ao v X 266 ,-V _ Z N Ec 2"X12" IDGE BD. I SADDLE ., v �D s.D. ENERGY COMPLIANCE - I - - - AX cy:- - - - - - - - - - - - - - - - - - - - , L — — — — SDE. 2668 3 N lav O ¢ NOTE! TOTAL UA (TRADE OFF) METHOD o NEW z u w .-. ( seat I =1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND X O BEDROOM #3 DN 15R " " Z V)POSTS ABOVE. N = cc (2)2 ELEC SDC MARBLE 2015 IECC RESIDENTIAL ENERGY EFFICIENCY CODE DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND o _ S.D.STAIR WELL OPENING. co X Z 3U _ � � - - - `O- - - - - - - - -2"X12" RIDGEBD. - - - - -SADDLE - - - - - - - - _ c 11 MANDATORY REQUIREMENTS 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS N N �� * �� 3 r. NEW 2X8 Ccli .,�. NEW 2X8 C.,j. o ex L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO 16" O.C. @ 16" O.C. I a Lu NEW STUDY/ SEC.R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. FOUNDATION,FTG'S,AND OTHER STRUCTURAL ,w ` H DRO M 4 �• - GIRDERS OR HEADERS AS NECESSARY. Q/ w �+ O� I \ I MASTER X v SEC.R402A AIR LEAKAGE-SEE DETAIL SHT.7. _ ,p B D�-ROOM o I 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS _ I ' ` SEC.R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC- FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY O�' °C L - J� N O MAXIMUM FENESTRATION U-FACTOR,0.35(VERT.FENESTRATION) SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED '� �� 36' HIGH / p I ��i� y� �' _ "' SEAL MAXIMUM FENESTRATION U-FACTOR,0.55(SKYLIGHTS) PORCH'S. (ETC) -A/ X HANDRAIL +��' w ` X\ NEW z'X8" Z N SGHC SEC.R403.1: HVACCONTROLSTN/A 25I - - a 1 �.y0 � NEW � "X8" �. � 16"' O.C. � � � �� 2/ HI �9� N �, ��OK R'`�,•_. ' (EX STING) / @ 16 O.C. _ _ _ „ t " k 11 SEC.R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-N/A NO NEW HEAT PUMPS). �� n „ u „ e ( ) (2)2 X10 (2) X10 (2 2 X10 (2)2 X1 (2) 10 (2)2 X10 SEC.R403.3.2: DUCT SEALING-N/A(MINOR DUCTWORK) SEC.R403.3.3: DUCT TESTING-N/A(MINOR DUCTWORK) TW3046 WG 5068E TW3046 TW3046 FWG 50f& TW3046z - NEW 2"X8" R.�. `� NEW 2"X8" SEC.R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING FRAMING CAVITIES TO - X / '� CL @ 16" O.C. I @ 16" O.C. —3 BE USED AS DUCTS OR PLENUMS. - — N LU / - 2668 / Z SEC.R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM INSULATION AROUND PIPING. TW3046 / -2 _ rE pF N� ' SEC.R403.5.1: HEATED WATER CIRCULATION&TEMPERATURE MAINTENANCE SYSTEMS-AUTOMATIC CONTROLS (2)2"X10" (2)2'X10" (2)2"X10" (2)2"X10" (2)2"X10" (2 "X10" TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE.MANUAL CONTROLS TO BE READILY ILI I -- L 46 _FWG 5068L TW3046 — — TW3046 FWG 6068E —\ TW3046 ACCESSIBLE. •� � SEC.R403.6: MECHANICAL VENTILATION-NO NEW MECHANICAL VENTILATION. / UPPER DECK SEC.R403.7: EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT SHALL HAVE AN EFFICIENCY RATING 1"X6" WD. PLANK / EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS LOCATION. SEC.R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS-NO MULTIPLE SWELLING UNITS. ❑R EQUAL 36" HIGH HAND/GUARDRAIL - SEC.R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT AND ICE SYSTEMS PROVIDED. W/ 11/2" BALLUSTERS @4" O.C. SEC.R403.10: POOLS&INGROUND PERMANENT SPA ENERGY CONSUMPTION-TO COMPLY WITH SEC.R403.10.1 THROUGH SEC.R403.10.:3 . SEC.R403.11: PORTABLE SPAS-NO PORTABLE SPAS SEC.R404.1: LIGHTING EQUIPMENT-MINIMUM 75%OF LIGHTING TO BE HIGH EFFICACY LAMPS. SEC.R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS-NO FUEL GAS LIGHTING00 EQUIPMENT. i i 2SECOND FLOOR PLAN 616 2 1 N 1/4"= l'-0" CONT, ALUM, CONT, ALUM, TOP OF PEA% FLASHING CONT. RIDGE VENT FLASHING 30'-0"+/-ABOVE GRAfft 12 CONT.RIDGE VENT 12 TOP OF PEAK —1 5 5 30'-O'W-ABO E GRADE 5 12 1CONT. RIDGE VEN' \ 12 NEW 00 CHIMNEY MNEY M w 5 12 LU f- 5� .. 00 w LL! 5 00 SECOND FLOOR PLT. HT. .-. Q PROVIDE ch 4 SECOND FLOOR PLT. 0+. _ O.H. REM❑VE EX, CRICKET O CHIMNEY-",,LO.H 4 O.H I 36" HIGH HAND/GUARDRAIL NEW NEW I W/ BALLUSTERS @4" O.C. 36" HIGH HAND/GUARDRAIL E E E _ Lo W/ BALLUSTERS @4" O.C. r. / F z w °` >: LU >' w 12 / / / ��— \ HEz _ H H w o Ix NZ, SECOND FL. / / —� ITat n P -j Z FIRST FL. PLT. HT. 5 / / < 0 V) _ / / \ v SECOND FL. Q o ff W o �n � ^ 12 FIRST FL. PLT. HT. � N O Z N H / DASHED LINE INDICATES _ a 5 .-, to GARAGE FL.PLT. HT. I / EX. ROOF T❑ BE REM❑VED-- ( ) / I 1215 5 O G RAGE FL.PLT. HT. Ao _ I 61X6' 6'X6' z O.H 6'X6" WD. POST WD. POST E E EX. O z BRACIN (TYP,) _ (TYP,) 4 _ W m FEE NEW (TYP.) O.H.LJ 6 DASHED LINE INDICATES W EX, ROOF TO BE REM❑V 6 _ Q Z :D O FIRST FLOOR NEW LU ix O i I —fl 40 kb •—� aC Vt _�i -BEH w - FIRST FLOOR z GARAGE FLOOR GRADE I I Uj :::: IIC: G):::::::::::: :::::::::::::: GRADE GRADE GARAGE FLOOR z = W Z DASHED LINE I I GRADE f-- 8 - INDICATES - H '� 1- w w i I _ Z �' i DASHED LINE a- �- * f- z Lo -- - - -- - - - - - - -EX.F -- - - - - - - - - - ---- - --i� - - - - � �!d v VINYL ( INDICATES I Z 8 O W H w v w LATTICE %-� — — — EX. FND. a z CL of O L - - - - - - - - - - - - - - - - - - - - - - — -- 36" HIGH HAND/GUARDRAIL PROVIDE 18" DIA.X 36" DEEP DWG NO SIDE ELEVATION W/ BALLUSTERS @4" O.C. P.C.PIER FTG. (TYP.) PROVIDE 18" DIA.X 36" DEEP N.T.S. 36 P.C. PIER FTG. (TYP.) SIDE ELEVATION 11 HIGH HAND/GUARDRAIL W/ BALLUSTERS @4" O.C. N.T.S. 2 Z 1 1 PROVIDE 24" DIA. 6-6 DECORATIVE CONT. RIDGE VENT z__GABLE VENT TOP OF PEAK 30'-0"+/-ABOVE GRADE 1 ROOF COMPOSITION: 12 - 12 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMEOWNER TO 12 12 5 5 SELECT COLOR,OVER 15# BUILDING FELT ON 1/2" CDX PLYWOOD SHEATHING 5 5 OVER ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES& SPACING). PROVIDE DOOR PROVIDE 36" STRIP OF WATER/ICE GUARD AT BOTTOM LAMPS. OWNER INTERSECTION OF ROOF& FASCIA AND IN ALL VALLEYS. TO SELECT STYLE SECOND FLOOR PLT. T. 2 RIDGE VENTS: --- SHINGLE STYLE RIDGE VENT, MATCHING STYLE&COLOR OF ROOF SHINGLE. - O.H. INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECS. Prmfi, I LOCATIONS AS INDICATED. _ 1,REMOVE EX, I CHIMNEY 3 COLLAR TIES: 36" HIGH HAND/GUARDRAIL I W/ BALLUSTERS @4" O.C. NEW NEW NEW NEW NEW NEW 6 INSTALL 2" X 6" COLLAR TIES 32" O.C.,TYPICAL AND 16" O.0 @ NEW NEW NEWNEW NEW NEW CATHEDRAL CEILINGS. o-- —D —p 4 I IN Fill 1 11111 111 SOFFITS & FASCIA BOARDS: PROVIDE VINYL SOFFITS WITH CONTINUOUS ALUM. OR VINYL VENT STRIP.FASCIA BDS.TO BE EITHER CLEAR PINE PAINTED WHITE OR#2 PINE WRAPPED IN ALUM. SIZE OF FASCIA BDS. TO BE 1" x 8" WITH 1" x 2" ACCENT SECOND FL. BOARDS FOR GABLES. FIRST FL. PLT. HT. N E � 5 GUTTERS & LEADERS: PROVIDE 5" DIAMETER ALUM GUTTERS &LEADERS,LOCATION TO BE DETERMINED IN REMOVE EX. I 00 FIELD. PROVIDE 6" SDR UNDERGROUND PIPING TO DRYWELLS. –DOOR & I ; 6'X6" CLOSE-UP EX. 6 WALL COMPOSITION: WD. POST r — N E EX. CTYP.) NEW I _ PROVIDE NEW VINYL SIDING COLOR,STYLE AND EXPOSURE TO BE SELECTED ❑❑❑❑ I I N NEW E I w BY HOMEOWNER,PROVIDE TYVEK HOUSE WRAP BY DU PONT OVER 1/2" CDX I LLI I °C PLYWOOD ON 2"X6" WOOD STUDS 16" O.C. WITH R: 15 BATT INSULATION E] O'H.11D. 1=WITH R:5 RIGID INSULATION& 1/2"GWB (INTERIOR FACE) I I SEAL TAPE&SPACKLE(3)COATS AND PRIME(1)COAT. ❑❑�❑ I I L L-i I 7R COMPOSITION: I I I FIRST FLOOR FLOG \A K. T REFER TO FLOOR& FRAMING PLANS SIZES&SPACING OF FLOOR JOISTS,PROVIDE GRADE ❑❑❑❑ – – – I Q fid ` 3/4" PLYWOOD/OSB SUB FLOORING WITH(1)LAYER OF 1/2" UNDERLAYMENT g 9 e"� "t GRADE PLYWOOD ON TOP,LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR '71 I L— — — — — — — — — - DASHED LINE * 4 FINISHES. ALIGN ALL FLOOR ELEVATIONS. - H I C� INDICATES VINYLC 6 Y EX. FND. \9� 2 9 LATTICE �T�OFN� A COMPOSITION: $ FOUND TION n PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20" x 10" FORMED, PROVIDE 18" DIA.X 36" DEEP FRONT ELEVATION KEYED&POURED CONC. FOOTING. ALL POURS TO BE FORMED USING WOOD P.C. PIER FTG.(TYP.) OR STEEL FORMS PROVIDE MASTIC DAMP PROOFING 1/4"= V-0" ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. 9 SLAB COMPOSITION: PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M. FOR CELLAR AREAS. PLACE OVER VAPOR BARRIER AND 6" TAMPED POROUS FILL. 2 1 1 0000 6-6 M CONT.RIDGE VENT N TOP OF PEAK n1 NEW 30'-0"+/-ABOVE GRADE r'1i CHIMNEY — M 10 APPENDIX J ANALYSIS -- z - H ALL WORK SHALL COMPLY WITH SEC.AJ101,AJ102,AJ103,AJ104 AND AJ105 OF OF THE 20I5 IRC. 00 SEC.AJ101.2:CLASSIFICATION OF WORK-ALTERATION M F-- SEC.AJ101.3:MULTIPLE CATEGORIES OF WORK-N/A SECOND FLOOR PLT. T. SEC.AJ102.1:GENERAL-PROPOSED WORK SHALL NOT CAUSE THE EXISTING STRUCTURE TO BE UNSAFE OR AFFECT - 00 = w ki PERFORMANCE OF THE BUILDING: SHALL NOT CAUSE EXISTING MECHANICAL OR PLUMBING SYSTEM TO REMOVE EX. O.H. 000 0 BECOME UNSAFE,HAZARDOUS,INSANITARY OR OVERLOADED AND SHALL NOT MAKE THE BUILDING ANY CHIMNEY r LESS COMPLIANT. M SEC.AJ102.2:REQUIREMENTS BY CATEGORY OF WORK-ALTERATION TO CONFORM WITH THE REQUIREMENTS OF SEC. I ® 11 " HIGH HAND/GUARDRAIL AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. 36 E _ v SEC.AJ102.3: SMOKE DETECTORS-SMOKE DETECTORS TO BE PROVIDED AS PER SEC.R314.1 W/ BALLUSTERS @4" O.C. SEC.AJ102.4:REPLACEMENT WINDOWS-REPLACEMENT WINDOWS TO COMPLY WITH SEC.AJ102.4.1 THROUGH AJ102.4.3 I 6 SEC.AJ102.4.1:ENERGY EFFICIENCY-REPLACEMENT WINDOWS TO COMPLY WITH CHAPTER 11. I SEC.AJ102.4.2:SAFETY GLAZING-GLAZING IN HAZARDOUS LOCATIONS TO COMPLY WITH SEC.R308. SEC.AJ102.4.3: EMERGENCY ESCAPE&RESCUE OPENINGS-EMERGENCY ESCAPE WINDOWS COMPLIANT. I CONT, ALUM, Lo SEC.AJ102.4.4:WINDOW CONTROL DEVICES-WINDOW CONTROL DEVICES COMPLIANT. - I FLASHING 3 SEC.AJ102.5: FLOOD HAZARD AREAS-NOT APPLICABLE(NOT IN A FLOOD ZONE). _ _ _ _ z rn SECOND FL. SEC.AJ102.6:EQUIVALENT ALTERNATIVES-NOT APPLICABLE. CONT, ALUM. 0 k = Z DIRECT FLASHING FIRST FL.PLT. HT. H w >: w SEC.AJ102.7:OTHER ALTERNATIVES-NOT APPLICABLE. F- V) Z F- SEC.AJ102.8:MORE RESTRICTIVE REQUIREMENTS-NOT APPLICABLE. I VENT SEC.AJ102.9:FEATURES EXCEEDING CODE REQUIREMENTS-NOT APPLICABLE. REM❑VE EX. D❑❑R – – – – – – H w o Z °C & CLOSE UP 40 V) w v� Z SEC.AJ103.1:GENERAL-AS PER BUILDING OFFICIAL. I TO MATCH o w o SEC.AJ104.1:GENERAL-NOT APPLICABLE. to Z 6'X6" I REMOVE EX. WINDOW Ix M SEC.AJ501.1:NEWLY CONSTRUCTED ELEMENTS-TO COMPLY WITH REQUIREMENTS OF THIS CODE. I & CLOSE UP T❑ MATCH 0 � o ~ J SEC.AJ502.2:GENERAL-NO INCREASE IN EXTENT OF NON-COMPLIANCE OR NON-CONFORMITY TO THOSE REQUIREMENTS WD. POST _ O CTYP.) I � THAT DID NOT PREVIOUSLY EXIST. I EX. X LL SEC.AJ501.3:EXTENSIVE ALTERATIONS-WORK AREA LESS THEN 50%OF DWELLING UNIT. -' NIE SEC.AJ501.4:STRUCTURAL-STRUCTURAL WORK DOES NOT CREATE DANGEROUS CONDITIONS. i N E N N 0 Z SEC.AJ501.5.1:MATERIALS AND METHODS-NEWLY INSTALLED ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH V m CHAPTERS 34 THROUGH 43. dill SEC.AJ501.5.2:ELECTRICAL SERVICE-EXISTING SERVICE NOT LESS THAN 100 AMPS. I (f) -1 � SEC.AJ501.5.3:ADDITIONAL ELECTRICAL REQUIREMENTS-WORK TO COMPLY WITH SEC.AJ501.5.3.1 THROUGH I FIRST FLOOR to w J SEC.AJ501.5.3.5. ( Ex. C.E. z V D - SEC.AJ501.5.3.1:ENCLOSED AREAS-ENCLOSED AREAS OTHER THAN CLOSETS,KITCHENS,BASEMENTS,GARAGES I Q z O : : : :: :� � � � � �� GRADE E�HALLWAYS,LAUNDRY AREAS AND BATHROOMS SHALL HAVE A MINIMUM O TWO DUPLEX RECEP A LES. ..................... ................. . DC .-, SEC.AJ501.5.3.2: KITCHEN AND LAUNDRY AREAS-KITCHENS AREAS SHALL HAVE MORE THAN TWO DUPLEX RECEPTACLE I I DASHED LINE O H � OUTLETS.LAUNDRY AREA WITH A MINIMUM OF ONE DUPLEX DUPLEX RECEPTACLE OUTLET,INSTALLED _ z Z z Q ce, �-+ I ( I INDICATES $ - H w ( r., ON INDEPENDENT CIRCUIT. � SEC.AJ501.5.3.3:GROUND FAULT CIRCUIT INTERRUPTION-GFI'S TO BE INSTALLED. – – – – – – – – – – – – – – – – – – – – – – ––– – – – EX. FND. :C H SEC.AJ501.5.3.4:LIGHTING OUTLETS-LIGHTING OUTLETS PROVIDED AS REQUIRED. — — — — — — — — LIZ Z LU — — — — — — SEC.AJ501.5.3.5:CLEARANCE FOR ELECTRIC SERVICE EQUIPMENT SHALL BE AS PER CHAPTERS 34 THROUGH 43. PROVIDE 18" DIA.X 36" DEEP �- 0 w w SEC.AJ501.6: VENTILATION-VENTILATION AS PER SEC.R303. REAR ELEVATION SEC.AJ501.7:CEILING HEIGHT-NOT APPLICABLE(NEW BASEMENT NOT HABITABLE). P.C. PIER FTG.(TYP.) Lo LL' UJ Z H H Z SEC.AJ501.8.1:STAIR WIDTH-NOT APPLICABLE(NEW BASEMENT NOT HABITABLE). 1/4"= 1'-0" O w �' w v w ~I\Lu O a s v z Q �-' O SEC.AJ501.8.2:STAIR HEADROOM-NOT APPLICABLE(NEW BASEMENT NOT HABITABLE). SEC.AJ501.8.3:STAIR LANDING-NOT APPLICABLE(NNEW BASEMENT NOT HABITABLE). DWG NO 3 3 IV Dl<,,.AWINGS : NOTIFY BUILDING DEPART T AT 765-1802 8 AM TO 4 PM FOR THE TITLE� SHEET 1. FOUNDATION - TWO REQUIRED DRAINAGE 2�N ' ETAIL0 r FOUNDATION , FIRST FL. PLAN & 'D 2. ROUGH - FRAMING & PLUMBING Backfill, )R Provide Engineer's Certfflutl-.' I 3. INSULATION that the drainage has been Instal!ed to COc-0- 4. FINAL - CONSTRUCTION MUST ELECTRICAL T BE COMPLETE FOR C.O. INSPECTION REQUIRED ELEVATIONS . NOTES ALL CONSTRUCTION SHALL MEET THE FL. 3 2NT PLAN , REQUIREMENTS OF THE CODES OF NEW PLUMRINGIL OTF: YORK STATE. NOT RESPONSIBLE FOR ALLTLW�SINQ WASTE A WATER LINES N DESIGN OR CONSTRUCTION ERRORS. uctm"Orl't Tt§tjtG�o ELEVATIONS , NOTES tcsting rc*q7I*rcd. Instr-Iled,replaced or COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES to Chnrer 172 DETAILS R% I SER, NOTES , -the Town Cod'% 5 SECTION , AS REQ IRED AND CONDITIONS OF Must prov, 7 SOUTHOLD TOWN ZBA D,I and 5 PZ Per r.v Code 6 DETAILS L 9;9 v r"P9 11115�0 A R D PLUMBER CERTIFICATION ON LEW CONTENT BEFORE 'Ky.�- � CERTIFICATE OF OCCUPANCY & DETAILc� V*Irt rLACArMING rjC-ouI.1ED 7 GENERAL NOTE ) SOLDER USED IN VIVA TER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. TAB' LES , DETAILS NOTE: 7 B)LES , DETAILS NI)IT 00 VV ITH I N 4CT 1.0-1 ,1J11'FA: 17,1 V 'I.F. 9 TAT \�4) E REQUIREMENTS 1-0 IDENTIFY TI-IF, USE OF TRUSS TYPE CONSTRUCTION ALI G I /\Z J NG. 1-ld,1:1 DETA I I VOTAT. F,001,' .�\!_,LA: 00 S I RUUI URIL 'I 11,N],t"I ILI XPIS I RUSS']YN,CON.-i'l RUCI ION, PRE-FNC I NFF R 1-1)WOOD CONS I RUCHON ANWOR l'[NMF1' I S FA IN I FS S 411 411 S'I RUfflON SIIALL BF IDFN'l'IFIFI)BY'A SIGN OR SYMBOL IN ACCORDANCEWl'I'l PROVISMNS OF'I'll IS PART'. � DI , 'FAFFIXED 10'111L M SdED -ADDIT10N SHOWN Qq 26.3' PROPOSED 2ND. FL. S'll'ATHINC; HATCHED 35.4 1/2" APA RATED z OC PAU IF SUCH SIGN 01, SYMBOI ill" RIFNI(All"D OR J�FCOMES DAMAGH). I�ADH), DE 11L)AM. OR It 1230�/ TO BE REMOVED z SIGN OPSYMI MA)' Ifll)kORO11S( I_JRl, _011x8 1-011) 68.81 1 L0 TT EN'I ST. EX. LOWER CONSI'VIlt-HON SI TAT f,C(ALIN Y \V1111'11W RF0LJfRFMFN I'S OF I HTS SUBDIVISION. SIGN OR SYM11,01 25' WIDE PROP. UPPER DRIVE,WAY i- -PROP. UPPER RIGHT OF DECK 'I'llEBACKGR DECK DECK WAY IN COLOR, CONI'Uk WITERSEDGE DI"')IGNAVION SHAII,BE A" AND -SIDIXI IAI,S'l R1 _)f -11 IF f, S 111F . _)NSH\l'CJION1YI'F 'NIDE PRIVATE ROAD) (',ON FA INNI NG'l RUSSJ YPI",CON S'I'R LIC 11 ON, PVI,'-I N(;I NFERFI)WOOD OVS-1 RUC1 I ON AN 11,l f�,I) CONS'l RUCI WNI (ii) IFAN POW "Fl)" SHAH %IFAN FLOOR FRAMING AND ROM, URAMINGSTI_ OR GAI V� h0l 0!�E T I 1A N -,1'-0 X8'-0 (5) '111F.COiNS'F1'1JCJ1ON-IYI1I,' I',F.SI(;NAI'l0N SHALL B11-PJACEI) Al"I'llF 12 (MLOCK POST I ION OF-1[IF Sl(;N 71 01, SYMBOL, O\I,1;R ['11F, I,OCA'FION DFISIGNA11ON, WE[R'll SHALL BF PLACH) A 1 11 lk ST X MIT OCK 11W,11-ION OF'IT 11 _iSI1NTG IMPAC-1 GLASS) ' { � S|uo ' v. ' �jl��-- - - -- - - -- AM' ^ KI'MY[ 000 1";. uU k�k}�K��UF0� VV}kl| |�|�(� |l ` 1ARTTT "°'",,^ '``..' .'`'` . ~. � |3l() COV|KU.I k!�\\\|1' \:�S| A��'0\iPA N\� SH0'l�Y� FORl�I1SlALLATlON. . | ---------- - ---'-- - - --------------' ---'-- - ----- L____ __'__] | | | , 261-311 SYMBOL LEGEND TABLE R40I.4.I 4" 25'-7" 4" ) . LL) T\\28410 1)1\`!'1 T:Vi T'W2.10410-3 IRLSUMI 1�IVI LOAD-I3LARIi 1G .l -�—=)-.,_-- r-,r VALUES OF FOUNDA7ION MATERIAI,r - 2.X8„ _ NL\i CONSIRLC IIO\ , ------- "CO BE I�L1'10VF,T) — LOAD-111 A 'lN(• �ti�'.c;%C - �. 1)1[ 1 C'II Y =� ------- CLASS OI' I'Ri,SS[ IZI; _ a. CI'1\'I \\ sh�IveS, ll�r w r ) v cp \ 1 ! I 1 t _ I TO E,X-, I).R I Old - v I r)! 'I;'I , i'\(: (pounds ir('i �.tiurirc• fowl} o u n 1ycl;`t�/ u i - tt u I r \D - 4 5-9 4 5=3 ----4 14-0 411 MATERIAL ti EXIST'C STRUCTURE ----- o = %o - _. ; CRYSTALLINE; i FDROCK 12,000 r` --_ — I ATH I-I NFW CONCRETE --------- --- _ > i SEDI.MFNTARY AND EO("IA l ED ROCK 4.00() ��u). 1 - ^� MUD RNIL A: �• � N f DESIGNATES DL:'IAIL VIJAV i— -- - � ' 0 r-- SANT) GRAVEL AND✓01' GRA\EL(G\\' AND C;I) :,,000 � - �\ i) k �v• _ 2E h,' 35'-6" " 2)t 14" I,VL I I{)R(ABOVE 6-9 DESIGNATL;S ST-IFET NUIV]P)ER SAND, SILTY SAND, CLAYEY SAND, SILTY -I--- X_ - X 4f- % �, /r ( 2. _ :] 1 1 3/4 1 - ' I -� �— A _ EX, ILC❑ REMOVE EX, Nl�Vv' GhA\ELCL/\1'l 5 (;R. \L1, 5\'G',SI'.S11.SC,G�t 000 (,) "\ 1' , Vi• I )R(Al ) ) ni G (' )2 NM" I.!,D(; .1: (:11I(�\'lr•) � r �—' ----____ E N P Y STEPS C 11 I i NP CLAY, SANDY, SILTY r,1,AY, CLAYT'Y SIL"l`. I' I� I I v; UP 31 i DIRF("' VFN T 'NATES SECTION VIL;W\/ I` F — — — — SILTANDSANDYSILTCLAY I_500 TW2 '0- _-- -- _ _ _ X` (CL,MLAIII, AND CH) f I I I nr 1[.D. r ---- -i W24410 (' )1 :3 4"11141 2 _ — I I I SEX, \ ALLS I'O -• TW2 4410 ��! _ 1 I. LiD'.: i3O\L-) - ESC, 2"XI0:' RfM JS'i ' i�� i -` � -• � � f U I I I {I T'. ('I'C'IO\,I:D '� r:, �-'��---'_---:... ,-- -- -- - - ��14�-- :I � - - - - - � - -- `_ �.� T11) - --�^ Cr 'AT]':S SHLCT NUI\-IL,L,R r . . ,: a, _ '> _ I L'J Fi.\b']tet c`,nils ar c i erin!r'crl h', sc'r iwrl R•1tL.`1, tlr. ,illot'.rlhlr Ie:u u!;;r.,llt�u I.tris O _ -� , . C I (2)> l8' ( 11 >,' l°X11 1 '.' I•w'I, 'i ' :(, (?}.' 'I I, (2)%' 8"1 {1'01;' (2)c,'xf', I[DR = ( .)1 3/1 'X(1 l!4' ,il{ )11)1?( \IIC)\' f of tIt'soil�.hnll 1w 11,11 t of't he w,rannu•nd;1t ions. 00 II', / � J • �� T�` ��— _ J I n, GAS t=IRF:'LACE_ � — — ?— — — — — — h.\''l'hoi c the iuildin„of ic1A d,'ter'n!ine"t hat in-Irlar e soil',t•ill,au allrn's';thl, cv !' N Fore rcptt< ztror- >-; 1 I!',i- I I N I;_lj I I I2L.1'. N EX, t C C)f i _L.i\! ) ie n'iu;ra i,icit c of I,'Ss tl,,rt 1.5(.1(1 r`>r'a!c'lil,(`! trr Lr` n'r r nl a1 t1w site, `ul ^l I ( I ;; II II l 1 1 �' 1 required �s per I r< 1 tile`allOt alrl('brill inq,caltar'it\, sl 1:111 bc,deter n!inr•d Iv'n.soils iin'citi�':ltior,. ' NYS Code I M I I I I EX. �r 4" 11'-4" 4" I I I } ' I I I~1;T' 1'.L,'''iOV1:D O �J M -2 1 I I NI ��' l''ANIII_.Y U -` I I I I I;,`�:. IiI"I'CIIi N ' : ! ' r� S TO. I , TAII'LE R402.2R(Jc_)ivI � � f -I'1G Ill\ I I `�' J cyt Do EX. GA:?ACJi I _ - ,1' '` - I�✓IINII\JIt1N1 SPECIFIED COMPRESSIVE S RENGTH OF CONCRETE (2)2"XIO' W I' STL. PlA. FLUSH M)I ( I (2)'"X10' \\' 1 STI.. PLT. I-LUSII 10P. t i 1141NI\ItlNISPI':C;LFII;DCO\'(1'P.EL,S[`,-i, S`I RI .v(;.[II!"o �r 00 - - r�- - - - - - -- - - - -- - - _J--�-- - -- -- - - - - - - - - - - - - - ;C , II II :,: `� ~ — ISLAND `LA D , TYPE OR LOCATION 01" CONCRi'IECONS7RUC'I'ION N M •11)IA. S {', 2' `-I' IDG O.CJ. cu Ve,{t1n'rilr ', tclr;i;r 12'-7" (,POS' ( Yl - - - - - - - - - T IC -- N(,,,li,'ilde Mofl('rate -�`;r<<,tl, r, C rI_T7'CLI I!DRS) _ - - _ - - - - - - - - -_ - - -_ - - I PASL?\9l?N'h WALLS. T'OUNDA TI ON AND O'I i[ER CONCRETE NOT EXPOSPD TO 'Ll IE�•\'I'A' I lER%1.500 2.500 2.snn �; --- w t' I �,: \'. 2r 1' 1 i Iii 1�(.IJ.i.9 )"b, )° % r I -- �13 (.,)� k( \\ (2) 1" `; I .. I�'1 I'. i•:Ll ,Ii 11U \ H I I � ( - - BASEMENT SI AILS AND IN SLABS ON GRADE, EXCIaPT GARP\GE, FLOOR SCABS 2.5(xt 2,500 PASENI; N'L BLAHS, FOUNDATION WALLS, E.X`l ERIOR WALLS AND OTI IER VERTICAL N 2,5,00 3.000 .,.(1OO — — — — — — — — -� l',ii. \\'r\":•{.,`i {O V \ L f CON00 CRETE WORK EXPOSED O T'HF. \vEA'rI IL:I 1 EX, ❑,N:G:D: „ (; )Ar( \� — --- —1 Co (!? I n , PORC`IIES, CAR PORT' SLAI;S AND STI PS FXPOSI:D T'O THE, WEATHER AND Gt11 AGI', d.t.I (1.(`.0 I \ / ( a s Ct I Y, �,� r-� I c 2.`it)O a.00O `iC)O \ / — f• I I �- N �' I _ --- --- FLOOR SLABS , I - if I I r.x. \'v,\Li S 'l ) N ti iI - 211+,, i ( �r 13 kr".MovEi "I o _ a. St I eiTt h at 28 clan t,hsi. I f s x l i l I I til=.�;\,: h. r(''lr{bl(`1Z:3(ll.'' 11 frtrtw(alhc'rin `nYc°ntial' µ - —__ NI',t' ' I f e ( 1 I / \ I I 4"X I `�: PerS r ^� :,` c.(.nn(' elC in this incati,tn that i,suh"ec't to tr,eiint and Ihawwin: duriu't rrnnuuctiun till;ill l,c ail-r ntrri t:-'cl cnl;ri'. to ill card nr'r tailli :rtuln(lie(l. 1'�. . 1\ D. 1 I1-$• ) _t ;; 1 :. / ( I I I I ( N '`� - ' P =� r ; � I � — — � � 1 T ;i , �% I f:R1tOVF�, F�X. e - •' ' n tc c sh,il n rt i_tr 1".5s I han 5 x l t-111 Or mw(�t Ian 7 t('!cont. I Cr _, , 0_)��'DPR I EX. L � I N C) ROOM cL('oncteteslrallh airr`n(rainccL I(talairc utt(u (It,`rcrutl\ \ hill of con tt'tO I ( 1 1 ,`� :-. '+ �1\'. _- --'-- L- - _ K f ,} r - - -, 1�,r' t,;, I I. -�%• - " �1 , -)> r , r , 1 _ _ -t I ;� I I'HZI',I'{-.ACI'. I I ,�;�J.t,, ✓ ',:r-.)„\ c. 5a•r'Sect R,102.2 for maximum rc'nu`ntiYitnts rnrilel oils cantell i. 1�; a. (2):I'.�,,I'XI4' L\I, H01�(!,t„_ ' J 1 1 1 'X11 L,L i(U1I,(�1.+ „X )1' UI l.)F� ----_- _ <ti:tl. ��; ( + _ t •/�1 �. app ,. i i „ ,il` ” r, " , r . ,,t• �1. ) �� i_. t , 1cr I' �I J _ I - s r r r r r r(t .'s t loan"3 t - f. lor ,n<i , tlrnntswuthrtstcc-1 itotclyd lrnl.l!, r(.1._tum t Lt trr al aircont(n((rcic(nt ht Iw:n.uf on, i("c to ! t 1 - t, , -----'-- --- _ : I 11 11 1 11 11 ( 11 (( x r mitt c'cl if tl:u•s x r:tied cow n c titiive`st rem`,t i n! !he cunr rr`I r is ill 'a" t n not los I hau fl,l)O ) i -- --- __ -__-- - --- - ----- -- - ��--i l�':'( ' J [- 2„x12' t ,'; { { 'i f 4 10-8 4 5-5 4 II.D I (2) I• I,I )C,i tt ,i_}.. I;C)!-.l{ I} U Dv'd f•{ 1N(, J°Ali_) 18- 4 261-31111, I r NI?�\/ FOUL\DA'I'I ON I I ( M I'\,V21011 iU �w {'\v”?I w!t r} I' - EX T�\ 2'10110-2 TW210,110-2 10" 24' 7.. kk 10" !)='''`wr>" ! {1,:� ( 4't )2 {I ,1, (:;). :rN :, T1)�['- — - (,Ir2"XS" I1DR (2 �' , `" r1 ---- - ------- �-, ILII. - -- '--- -- --- •'-- - ---- - - -- - ---- - ^ 'w � I _ J f: ri 1 (2 3' l,- - - J i-�) \ VF -2 l 3:: 1i-I �,- � 1 t \,rt„r )( , :�I l 1/4' ]AT IDR) liCl ) l ) I;. (2: , .,/'1 _:L 1/' i., M)R'/\I 1, .t 1.ELt;rT\ UJ. k1 )L. Ell (i-6 w u' - - - _ O l)VvFI.LING ALOV1 f — I-, I I c f .- ! ,r LJ I I CV H i). r, iX ., .� rry... i.'.r..',r.'..i.::isri'..r:..i..'i r.i.. L..:.::r'.'r. :.r%rr.'..i...✓..i':i r^ C (`1'I' I CERCI-I/to E'CK !f 1 I - l r - i- r I' i i >C I 1X6 WD, FLANK- -;� r lIt(,.I IL .NDiGt..,\],llT�,11, O - C I I o N (;r'Xf;” \'\'1). OR EQUAL 1 1;'2" IIALLUSTE,i:4 1" O.C. _ _P}2 _DE 10" t iK, - - P.C. FND. WALLS - - - - - - - - -7- /A- - POSC' (111'1' ) 35'-10" «, ;,' NEM SLAM ON Gh ;It� ;I )r ,/�" n1� cHc)l;I oI"r5 o C? , > 2-' , , __ I?l_"\10 (4'1iZ +_ (2}2"xlO" 1-10R, (?)2"\lO" TIDR (1}2::X10" MDR n ..r, (;,) 'X10" HDR (;.} l,) 1101: (<_) x,O" 11Dh --- - - - - ,ti 1'RO\'IDL' 20 X1 NJ LF IIJF. 4 P.C. SLAT) 12 FROM l N0. T,NT, I (� cu C'— © '❑ _ - - -C7 `' P.C. FTG. ON` GRADE Wi 6E1-1010 \' NI,1 ",'tAX. I 00 f' C OVI,,R (; \'HI . VAI). 1,AIZRII:R �' M Ei J (TYP.) I UP 3P. C,\3 -- JNEW 43 -- --I---° -L-- -- I 2" DIA. X :,(i" l) r t _ EI'.l CHI ,iN1-� 21.0!1 7'-0" FIRST FLOOR PLAN � ('.C. PIIi!. . .' tC 1'1511 Ilk 11'-4" - 13'-11" -: .. FN 1). A ;i1(.,\,r;\ S 2" PERI Vti;'IL•R �- - - - - -I _ _ .;. ....: RIGID INSUL _� - r NOTE' 24" vF;IZ"P x I loluz• ----I _ _I-_ 1_ :.s _1 . I . I ;:. ' 1f L LUl\'1I3!'.R i;L\1 ('U.",1115 IN('ON'I':1("1 t,�.'I"l 11 J 10'-3" L J 6'-8" 91-911 8'_$tr IT I T EX. SLAB ON GRADE � r 11'-4" 14'-3" i - CD C _ CVP. 1;1). ON Ci 11-1NG I ooo r O N L N I IOLDOV`'!`,' C0NEC T I O?�tif L24'X24'X12` DEEP 1,1R'S'I 1,1,000 A a i't1(;:Hl,'tI{',N_T' OPTIONS w P,C. FTG, W/ 4"DIA: STLr POST -1E.X. (3)2"X: " GIRDER EX, (3)2"X8" GIRDER EX, (3)2"X8" GIRDER i 0 o DIC'.i{.i�BOVE rr'- .I �� in, a !n I `�1\II'�,OIlI" 1'•-' J; ;/ :./; =-• I',il is ., !{;d COMMON i1i l I l 2-(lid C'M1\1c)N N\I I C U.C. F.X. CF_.LL,AiZ N off ! N\11 5 ( (' O C. I' ,,: 1,l l ^,(r x111 { .�!',fr`:c - 00 r I o I ; iiI''I f I 1'( F1 711 1 Nr',"Cl f t)1 51(!I) V"VA.ti t") �,, ✓. t 8" 24'-11" r " t n 11.X. lN)). i = '-:� '' / •.,` \1\! ,`\ r n= N 11 -4 13-11 Fo ,lI^ \` i ! ;, ± .... 1• I;l x hl„c.c•' - k.`. ,..°4 - I 1 _ .;: I{,'�`�\ .,\�: \•� ,:. ��/til r-} PROVIDE? - � 12°X12"X:36° DEEP 8., 34'-10.. 8tr �' ;; 1, �.'y P.C. 011 P I EI. \\/ 2 {"X24"X 12' DEEP FTG. —I f f f a , � I!IR..\t).,i) I'O1) h�t!itll)U1'f) �\," �F,�'•`•” tom` �*' '`�� ^.�•") �`, UPPER rx. 1TDGFR !',0. (V I.F -1 DECK ABOVE 11'-3" v 5'-8" 9'-3" 9'-0" r l FRONT PORCH / LOWER DECK ABOVE PROVIDE 18" DIA. X 3G" DEEP P.C. P I ER FTG. (TYP.) .� � (2)2"X10" ill_);: (2)2"\10" 1-IDR (2)2"X10" 1101\' (2)%"Ni(;" I-{DR �? t r r rr yI — — — — — — — FOUNPAT ION PLAN 9'-6" 8'-4" 8'-3" 11'-1" 8'-0" 8'-3" 7'-9" 6'-11" "- i'- a" --_ MV, NO 6-6 w T SYMBOL LEGEND N1,AA1 CONSTRUCTION r ------- F0 BE Rl"N-,OVED CA1,11;Oti �,'!)'\` ; ;:;171': I)I:!fV ( a a I i.()VrI)i' C!'. }'•."\. [I':}.ti A.- l 1, )O'._ 1.2 liL;LO\'\' IH1. IZF.I,tIIRFMI N'i A'\i)`IL Si 26-3 l,Ct)1. \' 1 LCU^ `�[.>'; , OiP� �JI^.l\il_;NtOI l\\C) L;\YL?C '� FXIST'G STRUGfURF O]' `r'OIS I i?(, O! t'1 1"">7 i NI) `,11:\1,1 I;I': [',N]'A1.IJ'.1)AND OI' L;N!)i l'1 A)",11 N I(I?1\IFN i I'l) D)(;I I'C 11'P 011 A 51{l.l i ! 171I- TOR".'i(71i1`:H"'IZl)WIRi IIJ,_%lINA'IIJ) IN; VTOPDANC1;\VIIIIt111, AUITRIV; POI1`.'!I',I; ,Nit)i)1! IIiU1;1rt`+111.^: tiIIiill IN �+ .;; 4" 8'-11" 4" 3'-411 " 12'-8" 4' 1, , \'1 i NFVV C;ONC:IZI' l"1 IN-I'1:!Z( t)T t\ '.,':i 1 •. .'1',1t'"l URIi.1Z'ti 1N4'1 RU("1 IONS,'\5 !'! 1Z Slit.. RlOtI !'r \('I:O! �1r J1',111 t ! l7! ?'I ',1'N?I'\''l'. \!) `ii!r1L1 i XIl ',!) :1 NllIM"d I-i`.1 Oi' 21" INSII L i111 I',X1J RIOR IDFSIGNATES 1)1'TA IL \1IFW — — _ zzzz1zzxzz1xx1z1Z7777771111111I \'VALI I INI,. I _ N DYlZOV11�!. 11h!.. I;SIGNATFS SlIF.I�:T NU\.4I,I R - C? o I 26G8 o r ,','I';` !;,. I o FIn,c ATION 35'-6" - - DI;SIGNAI LS 51'.0 I ION VIEW61 "' ^ (2)2°X8° o - --- ----- - --- - ----- - -- �---- DESIGNAT'E'S `;IEFT NIiMBER ti :f �) , _ CI - -_-_- --- - -- _ - -- - - - PROVIDI 5/8" PLY\V1). " o - 02"X8" C - ■�'r _ j(2)p,'Xe" '�,r'- --- _ _ - - 1-----� scat _ I SUiTL. DEAPFILAGAT _ 2"X;' - = I +� I, Jo ? _ t ll) co 'I ABOVIi, � � - 1' a' M I T t 1 K � IX,Iey� w „ NL?\V 2"x ;" C. 1. :., v4+1 I 91 4" 6'-611 " 9'-3" - __ o i it I . ++ 9+_O+r NI��f 4" 12'-10" 75 4" (:PROVIDE or- (:., 1E " U c' 2663CTNI <i \ ) cub !121 TEMPERED �_____ ' 111 ' GLASS I i -- � - - - - !APF'; F--- - }'�j - -_ - _ _I Ls NF,t' C r h. '1 i 1 zi1l. i L_C)['-I 2,1,X,18,+ SADD _E ' — a' i D - - - 2"X12' Z I DDT. BI). — - I, o - --- - - — J - G(, L ENERGY COMPL IANCL, N NO'1 I _ --- - _ 5E_al- -, + ) ) TOTAL I �.L L1� ()R�I)I OFF MC, I ,-ICL \ r `� i L`.l)!Z()t..Al1 f! .i 1_)N 151: - 1. WATI I ;\I1, 1.0(7 t_IOI ti I S t'\I)I,h 1':\,Z 11'! Ci;tiS .' ;'.7 N _-__-- _-- (2}2"X18" ;.>)r; _ I'(,S I1 AI`,CA r. MARBLE 2015 IL';CC RESIT I.NI?hGY h.PFICILhTCZ' COI7t t)Oti1;? r;v1 r1Of7IZ .1c)15I5;\n1) r1:I\ ;;? " ,\t3C) ^;i) o - 4% ,' CC) f P ! -.� 2°X1J" RIDGE BD. SADDLE 1 S"i A l!I\\'i i ] OPF:\1 NG. +i) ` I - - - - ---- - - - - - - -_ - -- - -- - -- - - - - — - -- - - - - -- - 2. Al L SiRUCI'URAL COUS Tl]AT SUP1 OIZ'I ANI) IfLAI)+ RS NL:\\ 2" tics ('.. I. �:.\'\ "X,> l:. 1, y: r 1..\`.1.., GIi\1Ur'1Z5. I',IC. SI!A11,1)!? S1i1'I'Olt'!11) 1)O\'\'\ 'i0 � 4,1 � NI_V\/' 1,(D ' I (;v iG" U.C. .� �\ I(," C).C. _ iY)tl\1)A"I'ION. I"i(i'S, AVDO"iiil;l', S"11\1.i'('1'I'';;;^.1, '\ '^ �, - Uk() .)�'I 1i MASTER I,IZ N ;j Ill 101_ ClZ"1'11 1( 1'1!'. Si is C1sC l'ii l(;A'I'f ,\'1 i:$:11!.i) i't)!,G l'OS'Ii;l) 15 1'L.}Z COI)1'_ GiRllr'.l'S OR Hl,,:\1)1'1\15.\S l$',('l SSARY. VP/ a \_. ___..--__-_- C, SPC. 8102.1: :\HZiI(.\1G\(:r. SI i: Ui:l,\lt Sfli'. 7. , )_ -- -- I�I?DI:UOI1'1 -..._._- 3. ALL PL1\VOOl)SI IFATI i l NG SHAI C.l3N UOi,:I ------ SI ''. R'iO2.5: MAXf 1[111 I f `Il'S I R��'I ION t) 14\('.l'Or:' 'AIN 511;(' - 1, - Q j' w _ \lam „ �_ A! 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Ill 1( .!O.; . jr SiC. !Z 10:=,.11: I'Ol:1',1{11!• `.tiPAti - i\f0 1'OI:IAI)!I: SI'A`; SFC R'lO'l.l: I,IGiIiiN(; 1'01`11'\-II:Ni NTLN'1N1LiN1 "r' "',OI' LIG!l I1NG'IY) f;i Hi(;ll 11,11i i A111`,. oc Sl�.C. 1\1/10.1.1L I'T'1'i (,AS➢.iGi!'I1.^\`(; tii[\I.LN!}'fII\\'1'.C0'V'1'INOOI'51-1' lil;I.CJI":f; Prll)II.I;)IiI'ti (1 ! 1'11.(;,^vSlI(;iIII�(; n� 68'-8" 1';QUT l i'`,1I:NT. I C\l I 2 SECOND FLOOR PLAN - -_ ..-- -- -- - ---------- L, - COi JT, ALUM, CUNT, ALUM, _ _'1,(71' OF 11I ,'\Y, FLASHING CUNT. RIDGU VENT FLASHING — 3O'-0"+/--AP>OVI_, GIZIA 1 12 Cl")\'I'. li I U•'.;r, \ i )\ 1 lL - _1' 12 \ \ :\TI,N' 1 C�� r \ CC)X,I. I,.il)G�-.\'i:N� \ 12 v 5(— - \ \ 5 C11I\, TNL'.Y w 17 \ _ r 00 5CI',COi`ID 1 LUUf2 1'L`h.Lf'I'. �� 1'-0" 1'-0" PRO1,'i DF I ;;I s ON'D F1 001\1 P[ 4 1�-01,-0„ E C1\I(,i\I i 1'-011 REMOVE ;_X, I } O.L . 0.11. 4 CHIMNEY ).11. 1'_0" ),I I O.iI HIGH i.1AN1)/GUARDRAIL i �- o Nl \"J i FIV \'v/ LALL.US 1'I�RS r,)T O.C. (`r / f r �11 1IF - - - ----- - _ - _ - --- - - -- - - !! I I ! I I,.., .1,.!' _, i 4!1 �' II 11 i ii7il 'I I- I fl 'I + '! I o ') ! � i II (li �! 1 I. ! !I ,� i' f I .I ,ii+l I it I I it � / I _ i + i i 1 12 I I (! i+ i ,, SECOND I'I•• / �- _ L . _ -- ) I Jl -- I II EI i ! i I I ii. j I' ( J' M ._ !I I I , I - ! I) �+ !, ( ;! III ij ! 11 T- I l I 11, 1 / 1 � i �i _1i_ 1_ 1+ .) .L. .111._. L _�. FIRST FT. PLT. I rl�. I_�_. _L_: �L,t (). !I) ---_-- r —_ -- - --- ( 12c I'IPST1-I . PI . I1 ! . 0 ^1 / DASHED LINE INDICATES \ 3_011�� -- I - \\ � \, 12 ) `` fl / EX, ROOF TO BE REMOVEi1 ( ') /� / i� �� i,' �\ co P1.1'. 11'1'. o OJ I f W D POST - (�uVC n '� `oti�1J� i�71�JT � �` h .\' 1� f�,'+ � �i'. �`, � � I"_,l. L, �) / C , ,. o BRACIN. CTYPJ o CTYPJ 1 j -----_--- 1'-0" q I :� { --- CTYPJ J j Q ( I I I �� T I (.'i -. 1---i=T;�= Il LI)ASHED,X, RJ[IF TO IBEEI R h1OV CATES � :. T- I �, �- i' i!' , ! i Ii I I i I i\'1�\'\' 67f, �; 'r-'"'�' I '•--�. I�IRQ)T FLOOR I 1 GARA(;f� F1 OUR � __..:�� ; ----------��_�.,------ --1 I I I J;, � f...J J GRrV)I, C I,.1I): 1GI, I IO( R C.�. . .�.. _ K GAR; + C _ DASI TEE LINE INDICATES M V J � i I I = - }X. I 'ND. ! I - VINYL I C� 0 1 '�:i)[{'r"� 1'I{,„=, I <i - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - � LATTICE �� ). - - - - - - - - - - - - - - - - �- � IIiGFI NAND/GUARDRAIL i'RC)V[I)I'. !4” DIA. X 3E1" 1)I?I;1, )\\'G Int) \V/ EALLUSI'i_RS Cz1 1" O.C. P.C. PIER, FTG. o YP) PP10\'i Dl,_ 18," 1)I A. X J)C " 1)I:! i' __-- S I DE ELEVATION P.C. '[' ! I )t�. (I )T.) N r 3G" [!IC;I i 11,\N1), G TA!,` RA i 1 ___ ___.___._—_____..__.-_---------_.____-- -.-- --ELEVATION TI N - i Z t CONT, RIDGE VENT — - (; , '.i I'', VCN1 O _p ;A,''_ -- - 10 ROOD C0N4POSI'llON: - i 12 — 12 40 YEAR DIMFNSIONAL SFITNGLE B ' ' '/ " ' 1 I \I\iK0 OR APPROVED I'.QtJAL, II0N1FO\VNFh 1 O 12 12 5 — ' OVER 15-, BUi LDINC FI;LT ON 1/2" CDX PLYWOOD SIIFAIDIINIG 51 �5 ~� �` SELEC•I' COLOT.. r � OVER P.001�RAFTERS (REFER TO FRAMING PLANS FOR SIZES SPACING). — — I PROV T Di.', 3G" STR[P OF WATER/ICE, GUARD AT BOT'10\1 :0\'I.)E, DC);)R ! �� INTI:RSFC1'10N OF }ZOOF & FASCIA AND IN ALL VALLEYS. i i F'lJ`c i `l)'I [ $II F:CC1f d1) i3OOI: PL'f. 1 ' i . 20 RR I i)GE VEr-QTS: — SHINGLE S--YLE RIDGE VENT, MATCHING STYLE K COLOR OF ROOF SITINGI.E. J 11 INSIALLED IN SVZICI' ACCORDANCE WITH MANUFACTURER'S SPFC'S, LOCATIONSAS INDICATED. -_.- ---.._._.. __ __-_-..__.__._._._-_-----._.__---__—___.-_.._._._i ----__.-i> i. _F_....�X�___.---.--------------� _..__�-_ __.—_...___--------- -. LREM❑VE EX, 3 ' CUI..I_,AR 7 IhS. T �'E' V NI'.W NL\\- TNNAV ; AV \V;' B;'\L•I,�iS`I'I:R` ;�_ 1O.C. I I i I o INSLALI. 2"X G" COLLAR TIES 32" O.C.. TYPICAL AND 16" O.0 C(0 NEW ON'F:\V NI';\'\` j ! NI(.\\' N-TAV C o , , C:A'I'IIFDRAI, CEILINGS. —D i - 7 _ -. I. 1 L " 1 t, T :, ,Y-'T"�, „ , r , ,i r 1 r "T-r:( -,..?,-'. T t fi-,. - ^ I411, I � , I i I I I ' I i I ,I T '�� ' '�S ;IA BOAhDS: iI II ; I I �)OFT IT, tF hr C1 I i l I ,I i I!1 ! SII j 1 II 1 i f i (! I. i 11 I II I� I I. I ! ! II ,i i , I I I! !I J111 , ii I I I I ( i i ! I I l I I I III I ,, IjI II I I.Il ! I I I �I!- , - �+ III;, , ' I/� n. ( i A, IhIP. F.�\ ( � YL\},NT _' ] ' � ( I .ONTINUOUS /1LtL 1. )I \ IN Ph0\ i I)F VINYI, SC I V I S \'\I I C _ I I, i !; I, !' I II 1 i� ( I , . I I'i ,1 iI { �, I I- , t Ii . , 1� I '- ) ` , ) 7 ,', ) > 7 7 ) 1 r. I i I. I- (T � �. r . 1 it 1. �' a __ __ I' Oi. ,. 1 I INF:\�l T..1I PLD I N \ L ( -- I' , I i , I --_---- !: ; '' „ II. I„US. LO BI:I'.('II-II,I. CI.EA1. I fNL I i�iN l•I'D �\H[7 I I ; I 'i ; 1 .- - ! I_ II `!, i ,I :I : I I I I ^ I_ i.._I_ -:. -.._;I_-:>�:-^t:� .1,._r.�:_:�'__,_ ..L.,.,.. ._,_!(.'.^_.:^._- ' � , I I SIZE OF FASCIA BDS. TO B1 1” x 8" WITH I" x 2" ACCENT j� � __77777777' :__. I I-' -I I, �-�- -- - _ ` BOARDS FOR GABLE& ---- - - --- -- --. .._—.._ /FD _ ..__ -. _ _--.--.-_--- _____.__--_______.._._ ____.___.__.____.-___ __ __2X , Gt TTERS K LFAI)LRS:PRO\'IDE 5" Dlt1IVtETF,P ALUM GUT FERS K LEADERS, LOCATIONTO BE DETEIZMINEI) IN ❑VE EX,FIELD. PROVIDE G" SDR UNDERGROUND PIPING TO DRYWELLS. DOOR & \ I / \�. /�� / CLOSE-UP \I i WD. P❑ST I Ifl N \'' ! (� WAll COMPOSI TION: - - C?YPJ PROVIDI? NEW VINYL SIDING COLOR, STYLI-" AND EXPOSURE-,TO BE SELECTED - j I I N \\ N \\' I I i - o 1 BY I10MEOtVNI R. PROVIDE.7HOUSE.WRAP BY DU PONT OVER 1/2 CDX ! ------- -- I 1 ❑�❑ - � I T PLYWOOD ON 2 X(, WOOD SPUDS 1G' O.C. WITH R: 15 BATT INSULATION ( I i + ffE �r-IT-;1'; ---- WITH , , . , ,: , -, . , L1 1 lE ❑ H❑ H1 � DF-1 I is it „ 17-?1 III II I ;! I R:5 RIGID INSULATION � 1/1 C�\'\'B (INTERIOR Ft\C[`J z---� I I � i �; I� ;i II ,I � II I`!I I� ;� E ;I �I � �; � Ii ( I I i �i;� � �� 1 j �� I I 5T,:1i. I i 1 I o ) ) NI/11- E___ �I, I - 'TAI E K SPACKLE ( ) COATS AND I I�I ( 1 COAT. rO I ( ` Jill[]]] L----��--- -- --- _-- - ------ 07 I LOC)IZ COMPOS ITION: ElElE171 1F;:�'C L 1Oc)!REEFIZ PPO FLOOR �: FRAI\4ING I'(_ANS SIZES �� SPACING OI< I`I.OUR JO1SI S. 1'RO\ IDE, 3/4" PLYWOOD/OSB SUI) FLOORING ' \\ITII (i) L/1YFR OF 1/2" UNDF?IZI.AYI\TENI' I t ..� ~ ir GRADE PLYWOOD ON TOE LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR r L - - - - - - - - - J L)/\,,?JED i I NF' FINISHES-ALIGN ALI• FLOOR E.LFVA'I IONS, o _ I 1Nl)ICA l'1 S VINYL '-- M }:ND. g nnI / � I LATTICE IOUNTA7iU� CO� f)C517ICN: �— - - - - - - - - - - —�— - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�—�— - - - - - - - - PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20" x 10" FORMFI). PRO\i DE 18" DIA. X 3G" Dl'FP KEYED K POURED CONC. FOOTING. 111,1 PO(JRS TO BE FORMED USING WOOD P.c. PIER [' v (1'YP.) FRONT ELEVATION OR S"1'1 E•L FORMS PROVIDE MAS'T'IC DA1\IP PROOFING 1 1 ()" ON EXTERIOR FACE. OF FOUNDAI ION AND FOOTING AREAS. \ SLAB COI\lPOSITIONI_ PRO\'IDE 4" POURED CONCRETE SLAP, \V[TII 6"XG" 10 10\\'.\17.1\1. FOR CELL AR AREAS. PLACE OVF• \' VAPOR BARRIER AND G" TAT4PFD POROUS PILL. 2 j i I (n^ I I I 1_01' 0; PEAK 1 N,IV — - 30'--0" �� 0 +,' AI>OVF GlZAT)F I -� I `,] API' ,,TD I X _I ANALYS I S o � i AI I \V( RK AL%J-L C Q M N Y NVI'III SI':C.. A.JIUI. AiWI AJ H)3.A )11)1 AN1)A J10,5 O1 FTIIiI` ZC)I5 1PC. SI`CON:i) i i3O.) Z 1'i,'.'. 1 I T'. I SI ( . .1 I1')1 3: NiUL I I i'I 1 CA'J J'GURiI S OF\VORK N/A I U ` SFC. A.11O?.I. GFN'1`,R''d - 1'1Zt. POSi D\,VORK SHALE NlO F(;i\tlSF1 iIF IAISi'IN(, S'i 1,1'(;'ft'I\'F ' )BE t:NSAT F (W AI 11 C1 $` 1`F.1:•ht)R\,IANCE OF T'iIF:L'UiI.DIN(;: SHM 1,NO'l CAUS1.FNISCING Nll[,CIiANICi\L UR PI lJ\ T;ING SYSI I'^-? `I ) REMOVE EX, Ill UNN; WQSAT'I IIAZ,ARD(MR INSANI a'ARY UR( VI,RIX)ADIM ANA) SifAII,NOT N1:;KI':'J'E11; I1CI1J.1)1NO, AN)' CHIMNEY iESS C(.AWI.IA'N'1'. SW A MOT R1'OU IRRNIFNA S F31'C,\"TI,COR1' OJ�\VOR}; - !\L I FRA'1 ION'I-O(R)M'0R",1\,VI 1111111, i'1':()til R1 \,H! Nf'4 Uh AAMM ANU 7111? RI,0UIRI'A1F.N1S 1'OR Ri'N(AA'f1ONS. 36" 1ITC!I IIAND/GUAl\M!,),\ 1. SE(. A Y?2..,: `>10 )i,:}r 11911 I URS . S^,1 )'r,l'. DF"I F( 111141,7Y)Itl' I'MA I INM A`;PPR SFC . 1'314.1 \Vi 1"ALL1 STERS (0-1' C) S}'.(' A.J102.-1 Si`;( A JJCa!.l: }.N1. R(N l+ iCIFNCY R1 1'I,:\CIATNT"IND(AVS'I'U COAll'l l'\''c1'i EI CI1Ai'"1'itk; 11. 41'•C'. AJ102.1 ',': 4,11 1(1'\'CLi1l1LdG GLAIIN(: [N (I%\ZA1:1)OUS LOt.�\[ !OF;� 7 U t'UAfi'I Y\N1'I7[ Sf.t'..}:3OE>. `� _-__.. _ _ _-- __-- - CONT, A!_Uf`1, I I r, FLASHING ;,Ft.. ,\ Ilt�:_.<l.�!: \V[NTX)\, i,UN'i'..{)L i)1�1'1Cl�.S -\\'!HDU,'\ CON!'hU{ I:1'\'ft.l�4('UA'll•_U\iti[. i ! ! ! ' 'f ;! ._., .--. SFt . ,\J1(I'W: 1IS)WN)111''ZARD AREAS - N(l r A['1'1 iCAIII l? (NO'T' IN A I 1001)/0NF). c,;) i1 11 ( , LI..�_il.-,.I_i_i . S1:(a]i'•11) 11 1,. � - �- = .� r 51X\'111,-Nt>r APP1 a 51111 I - - -- -'-- - C❑NT, ALUM, .. r 41'(:. A.11O1..(�: 1'.(�)! I\`:\l.!.''`I ,11:PF;1 r. FLASHING 1,1 ( . A 11O?.S: NiORI RFS 1R1(.1 [V1f 1�1'Ol;fkP.:\'{I'N''1 S - ti01',11'PLfC.1I3I 1 . r ;! I VENT I _ SI't. A.JIO2.9: 1 1 A 1 UMA I:XC.1 1':UfNG(AAW RFQUIRF:M1+,N i S - YAM AN! It MA I . II ry REMVE EC, D❑❑R , & CLOSE UP TO MATCH r� SEC. A,11011: Cl NI''::11. NO'1 APPIA( AF>I,1,. 6NX6" // I REMOVE EX, \`/I'\,l7 ,/ 41,C;.:\ISUI.I: N'1 \\`I,Y CONST'RUCTE'D 1`U NI!,N'FS - iO('T IfIl \'v'I I'Ii I;I(,)I_'IRi?11CN'f'S OFA IIIS(.ODI(. WD. POST IH & CL❑Si_ UP 1 ❑ A i CI _ ST:C. 5.15(12.2: (WERM ERM - NU iNCRI{ASF, iN FXI ENT'( NON'-(TAIN IAN(-,IOl: ION ('.O^TFC)hN'll"I'1"PO'I M)SF RR)U1RPNlFN''I'S ! I o �14 (TYP.) I ! I11A'1 DID PRIVIOI61Y1(XIN]. I EX. I O 41';{'.. \J({i)1.3: I'\11:N41V1' Al !1:}ZA I'TONS \'VOR!( AREA 1.1^SS•I i11'N 5O'o OF D\\'I?111 NG l'NF1'. 0 I I \r t SIR_A.15O1.1: S T RUC I URAL- S i MR I I AML WORK I)Oi':S No 't'(:P! A!F PAN(;FM US(UN 1)1Il ONS, r I I \\ } Nq:� :�p V' SF( -\.JGC)L,,.LTIMI Rf:\15AND NMI I[OI)S N}':\,`1,1' INSI'.11,1FD1'.l!'t.iR)C./\1.1'(XlI^911A'f.'\NI, \\']}.iN(; 10( (_):\111,1'\,'[7k1 C I[A I'LI�I•'S 3`I 1111O1-4;11 43. I i z-1 I j SI C,A J.:O1.5,. ! I,LF:'1 RI('A Si RVICI - I?NIS'F IN(, til':IZ\ ICI'.No I Li.'>4'!11AN IUO AMPS. I I Lur) � a SI'( :\J:,OI.i a: ,1)171 l'IUN:\1 iJ.F( 1 RfC/\1, 1'f Ot1iRl^,A1P.N'I'S- \V(:)Ri', FO CONIPl.1"\VFTIi Sl ('..:1 JSOL.`i.:;.l 1'11[200011 I j I' I RS 11'[Ot)R �-,, `---+ SH'. A 1501.5.,",A: EN('i.US1711 AREAS F.NCI( KN)AREAS UP111A I II"•.,`ti C1()SF,'I S. KEIT HENS, BASFNII'N'I'S. (;ARA,;FS t HAI I , l -____- ___-_ _I ................................. ..... .............. .. .... . .. ............ GRAD, ✓w �, ) \ � til 1\$ 1 l 1 I a ., t j., .. , D ( U . `, 11•,1,1 [1.\\i „: iINL II_, l , 41',C. AJ;iOL:iaT 10 1(. IN AND WINURY ARI A�, KIDAWNS MA AS 411:'',[-I HAVE NIOIA-AIIAN - 011.1'1 A 4. f Al1NI)RY,\{',l ,\\Vi"I11 A N11N '1 INN 0FON!', DI-Illi 1',N, Dtil'1,I',x R1 ( Fil FACi F ( I!TLh'1', iN`:1 Al11I) _ �: s __J `M"< 0N livL)I I'fiNl)EN''f (:1RLi:l"I. M I I I INI);,,.;\TTS �5 0 cill S!_(. ,\15OLC,3.3. KWUNDFAC'1-T('.ll:(U17INIFRitUPIMN - GI'I'S IO !'i: iNSIAl1FD• � L- - - - - - - - 1- - LI— I"N. 1: Y. � M '- ---- r ° ^ NG Cn 11.1:X'1, - LCG11I'IYA; (KN I'll � ):',ti'la`%((lilGl'':D. r NEL 1JaUL., .,.1: I [('ll FT. 1'1, PRt)\ 1'TI.i Q '�!,(,.AJ�,( L5 .1 i. C !+ ARAN(.1'. ! UR 1',l [',GATX(' SERVICE:FOU11 N1L.�i .,liAi E },!.•\.>11 K(.11:U I i.RS.)1 1 lR0U(,i1 4,1. O 1 ' <(;\'I i)f' ir . N :'( )TI [ SIVA 01 i: VPN 1 Ii/$ i0N -VI \1 Jl.n'IION AS 1'F:R 4:( . _R—__EAR—_._ELE_- _V.--A---T-----ION pr '( fTLon ( YP•) S1 ( . A J407: CEII NG IMAI NOPA'PLIC\111 (N \\ \ I111N! ` )It,\IT111LF) -- � r NOM !i.\GI I;1[51.1'.). N01 SW A.J;(11.8.3: SI:AIR LANDiN(; NO'F A1'PI,ICl%lA 1 (NiNIAV P:\SFNTI'N'1 NU`1' IABVI �_—_`— ` ' NT WINDOW NOTES SPEC]FICATIONS ,MPURED SAFETY(MASS SFAIN "'FlA WNW. PON AVALI OR 40 YR. DINIYN, AC OVFRI511 HU11A)INGFFFI ON 40 VFNJ S THAT EXTENDS OUR INSULATION (TYP.) SFE'NO I k '5 CONT, ALUM. lTUN!P1 I N(;I I x I S IMPSON STRONG-['!E TOP OF PEAK' FL A SHTNG CON-1. t?I DGE VENT NO 5 ATTIC how Will 2 SECOND FLOOR 11T. HT. 2 0A INSUI . 0AI. L Liv-011 WRAP HY DU PON I'OVER <W. .17 NAIIS 61 11 M , BEDROOM Q3 2 8" DECK JS IILT� I'"LUSI-I HDR N E F I U SI I I I DR I,,i- 0.c. TO DWFI I 'NT(, ABCY�,tl.11Y?"XI() )R_/ I VENT 4" VENT CONNJECTOR 0.11 k VENT CO GIIXG" WD. Cori, - N,1j,,\STER BATH BNA I ON EX FN I OVER' L" GRAVF1 (TYP.) SECTION 1/6-6 FIRSTI-I'LOOR 11 11 1 010 2 1' �2 777497 1 1 1/2" LJ" I u0TC(`tj,,jj\TTQ]"v TON DETAILS PLUMBING RISER DIAGRAM I i OX A . 112o LAG. BOLT _j '11,1 NG WS I I N(i AS N(YI IT) 3. ALI, 110 I' AND COI 1) "ATER SUPITYPIP ING SHALL EL-',TYPE 1,COPPER TURI NG, sup. 4. ATLI, SUPPL',�' Pl P ING S!!All Bl,, INSULATED kVI'l 11 1/2" 1 NSUI ATi ON. "S G. A11WORKSHAll RAFTER T I E DETA I L Simpson Strong-Tie H7 Z '` ` `'' U ' x1r` vn� `J", /�`/- ill'^w,.', /. I'',r,n"o;,/.o'!`'I"x,, |'v, o`u,.,x |n"o1"!/ xx"./�v/ , P{)[/(�i( ("[l[' S TO Hi)R. \ !�|/l[�;m !^` �*... | /' `' v*.`� '|� 11 if ,^�,,��'ro/ '|''^i)11a)i`v} 7�T kJ----'---`------- | --------� ---------'------------- --'----'---'----- �� --��------------ ------------~ | 2015 I N 1'I:]:I�}A'1 lU \1 `;F,3: :j:,`I IOI'w C l) AlRB,,)\RRIFRAPvD IIr� UI.f '3 )() �I-TIviSfiALLx`) I iON COA.IPON EN"I AIRBz\Ri;IE,,R. CRITFRI,"l, : , I. CONTI,0NEJ111'1� AIRBAR :II:RCRII'ERIA S t � ,�' \ }X(Ii2iORINS11A111)\\ATI � Ii\5L1i �1T'IO� fiv`�I'�\. T/1i lON Cf�f I't Ri.� I�1,.;ULt1'I'IOI� f�vi7l f\i_.f_.�\i lc�.�• (',};,i'I'f ;;1:, \cunt iuuous air b-it'r i(•r'sl ,ll he insi olk'd in Ali-Ir, rr•u ahl: inrlilot it lit sh,r!I 11,u he u';rld as l;trl I c ill n u I o"%.c a\it it s-11,,11 he c at I o 1 i ,y RIG l t) INSULA'T'ION SI h A"I i I I NG IL(•huildirr<,envelop(,. a s,alin„llloh'riol. nturttt r'Mtiw,shaP h( Fill''d L, i;,sul,+ti„n "R-\'ALIT'/"I IIJCXNl SS ITU(1 l;\U\TF E �: Narrutt cavi!is^, G< nrro(luireIIIIII ; (s !r('xtrtiortluIMillet!t' !11)JWcunlaiustltt a ;r' oniustniLuiunr:,+dil. c,,i;!,)rr,r . 'i L.IU1N'14}-_ w.' } + L ('rmtinncw�air alrharrier. l 'oaks or joins s in to oil Larl'('I sL.dl I c ,.: Ai•'t,cstlir{�~11;!11 hr}n'm.idod hr-'larc•n the loll I Le air hart i(t'in any(!!nl;p,tl rc•ilint!itiu!'hi! It iIIsul,r iou in any r 1 of+lu;1 r(•ilim.'sn!"[tt :u'at,o<rud c onclil iorn'r}•-•,arc••,. \` -11.111 Lc alil;uc'd«1111 I h:•i?r,ul,;riun.uui rely Shall h, ali tied with the;til,!',;;'riot'. — -- ---- ---- —_- -- Y n is in Iht aiI hart t'i: r trill Le s(alyd. IZrr('r, 'd !11',111- fixtures JII`.I ai}(•d in the huilcltt;t Rt,(",' d li 1a liNtu;L^s in-i.:i•.r,I in Ill(,Iut;Jdin,-, 1 Rrcessi cl li<_hl in; 1 ural c'uttlu„:'shall h,• +it ti lIi nu:J I,` 2,XLl't)(11?R ON 1'Oi' Cc ilinr, ,I'I is I;: anal:utc,)pc it tE'seolt'd to })r !'1 l�. y-.„117 .,5111„ILIO„ lrross upenimt5 c?cop dntt:n sl ah's or knrc scall door's t o unr„nrli l iol d at t it s1)arr•s ____- -_--_- _- -�___- t t i I I II II iurt s I I I it rut t: 11 I•, !n I i! i lle -tion of tit fr,nudat if ,nnl si11 ,IoI F 'a'.ii ies tt iII Iit rurut I s aII ,I I o frnnrt n n;nu] .11111 ,rind pTiI! 1!12,in: :•,1('I iu: ',a:1! 1 shall he sr•alc'd. �;t`:I,shall hr insulatr(f h', c nrtrpb•l(lv hlliup oI iostrlol iun that on irr,(.dLu in, t r•athly �+ _ I'll('_juurtion of the top plait,rmd Ilit, tui,of lu'c'nii trilIt n nrnt:•:iol LI,Iviog a IL(•rrlt l rfill,011us 10 mail"rh', •.,.r,e 51!,111 exter.1 V,.'oli5 xt(r'int tt';ills-hull II, .t,<'.tlo,l. r('Sisl;{I;c( of R-;;per incl,utiniruuut-. -------- i hnou wnlh-111,11 ! c sr.,h tl. l xt(,Iiot IIwrinaI ellv(•1,gw in5n!aI if (or]r<m:,'d 11 i: iti! hon 1 it i!!sf;;!lod al oxo riur w'alir; !';.tc t'inr ttn!(s a(1'nrt []( t u til!ut'•.: is nrd li:i,, i WA sl I;ll he it 5l alit•f in 4u all iitl cur.t,It I 5hrnter%l[if on exi r t'„r t:.,li a, otic i u sisters an,( tuh.-111111 tint,+!'etre .,L,r11 lit, in.su?rl ors. F ------ -_-- ----_---- p(. "`d } r /J .-- _ and:nu!i.lit nus:rlir,n!n,r!t 1,'1(11 I Lr air'bar;;r r r Lc m f rum I I;r sI)(,\\ and tubs. k 11 l -parr het V,"'PTI tt'i1,,rlott't}a„t Jauths and -III,•ailI olr it's tibial! h(•imtxlle(1 h,-1 Oil(] II ( ,1 -- - - - --- - -- - ---- - _ - I \ViTAMN e `,I,vlt.,ltt and dnot'S I r'aminl',and skc lij�lll s auld f't aurin„Shall he Flccl tical/phor c•f ', c•”: ,:I rr h'i tt.I!t;, - --- - -------------- -t !1•,'111: il ur coin nut;Tal ion ltaIIe or ------ --- --------------- -- �- _ . x✓ , �''� w ; r'alorL :{ir-soiv.�d hnxc>s-111;!1 h('inStallc•rl I 11VAC rr•c�i<Ief bums (hat penorrat('IMllriin� r tiro joists-11:111 irrlud�., thc,;rir han'icr. Rir;; ;oi:,ts~Lal! ht iuwlated. - Rim jnki•; }IVAC r:,1,!V r1 ho, I!,,until r'nv(-hpu shall i)e sc aic d to I he \. . ---_-- ----- -- --- suh1loor'c'.r rL't'ta',tll. i'Ili,ail 11"11-1 shAlhc•ill loii;'r! r,t :my ]'loot f aminhcatifvi,!•ul:rlinn ,h,Ilih' - -------------------- -- - --X[)0sf d c',?,c of it is LI rt i,nI inst all(•cl to nt<htt tiro in r nl�ll v! ront'if l tt'I!It \°.1 I'll re:lniI e(J 10 ho SC,lyd,COLI II(d IiI tht'andel,i(!(,of subflunl ,Ic�(kilitt,of (1,Ior Sprinl.le t s shall nnit'b('S('ol(d in a mini i- r { DETAIL Pfuurs (inclutlin•>•ahnco r:trnt(o and friunint;entity}n�,nlotinn sha,l h; p('r rltirtr'd th;,t is IOf-rrrt!rn(-'tiled by ti ('ntanufactur(-r. 1 r;ml ilei i e%I [blot s;) t o b('ill(olo arl 1+1111 t l top sir!,'of Ctllko; of iIt'I'adhr-'i\c'st•aloots shall 11,'1 AIR SEALING AT SHED ROOF AT I° 1`v.fl'.S shoal l(in:;,or(nut inoou”i=hul;rt ion in,,l<rn d,,:r h;•Ilsed to fill ,oHs N' ruin fire sprit'i'1('` RIGID INSULATION SHEATING I In•under Si le oi' fin•,, Il amine,anrd ext t'n(ls cc;t'c,r pl,ur's irnd v,'itlls or re ilin(;ti. tom 11W hot I run 10 11 u•I tip of oll pt•r im+•r, r l .posed eat ih in on tlut•.'W t if crud "pact' \4%ht=t r•prut'il -d iusl ra:J of IT'(v insulrll ion, Burt s':t:t:s. unlit q lr'n(t r,+tinns.:nul iht(' SI',;\` Ct-'lvA r-p,n.('v.olk shall hc•rotcr(,J grill,a ('!&,; I t'ol-•;'r r'etarcl(•r ill-Int iun -11:111 hr p-I111:1!1-10 k of I i,rh,'d lit �,J:;tf t; 1)t u('t rat it,;; ,It.�!'I s opr,i ins to cxkHoi-or uncon:-li'innod if ox(-I lapJ,in,, ioin!',t ilu•rl, (ho cIatcl"p;I( orally. sl,n c' hal}N sonlcd. INS'IA}.I J !'1C;}il INSUI_ATMN , CUT CU I'T 1 :';i 'I\VFF'N 'i'l!]' RAF-I'PR!-� MANUTA( 11.11,'1 1)1.1'(,1:,'�;11 [) I I(: 11 I IN( Lt) �. hO;\'\1 Sh,r11,Ft)11 I S I OF`y;1(()N(. RAI ER\Vv ITII I.XPANDIN(; 1 (Mrl t:F.Ai.AN'I. �� t c ),, t\1.\ti\InIN I(()IIAI VI7�NI `"',�(:I'• 111.., : (' _ I I1 (\'. t'i:,1 (f POR I h;NGI}1 O1' Rl(',iI LA! 14-;'•�--__-___ /.-�'�;� t y✓ \ ATTIC iNSUITA'fJ(3N- 11"1'IL I. l,U It)� INS'] \I•l, 1' R I(;}1) _ �'_ I \ INSULATION \'iTTICA11Y"I(� �f�ji:�t` �----�--- 5 - '.._ \ �- \VOOI I,USS}'IJ\N I N! (',ONNI?Cl INSUI AI INC, SIII',A'I i^J(; - -t V SJ1; ;11{i !N'I}'RIORuI+ 1O}2I ;11) I1-11Stl1.AI ION HAI l'1 It. —A,i I i(:i\('.(.I'SS'1(�---ems FOAM Sl'Al,11(1 if JOI[Nf --�- +I" OF IN5U1 .�"i lO^" L}i.\'1 i�� -�•---- / - - _ _ m ZI I PNA1) ( A`•<i \'111"'}\ LI(;II) iiv.SULr1'I !( "� � -- M1 ' t!` `, I,,r• �_:;--:..-_--.0--._ ( O�2 11!�Ut)1''`; fti'\ll OIr SI'.AL:\;\i � =� T1.1 V\NFI �_1 '-- Fii':('. 11) 1 !Clil 1. G ['1< Lt ;'}; CV ------URA\V A((.}r`)S PAN1,:1,'sNUC ~'J (ON 11N1 OI-'ti 111FAI) )II, Si,.ALAN I I'hl\1 ;\tiRl'.c)l''IRJ)1ll ;'-,'I;`--- ---------- tAIi,.i'lu!; IN`,l, VIi:I)l\'r,I.I, \---I INISIiI l)CI'AIAM; DETA I L j � DETAIL - -- -- ---_-- ------------------- --- - --------__--_-___ AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S DETAIL I" EXT. INSULATION SHEATING AS N. i.S ATTIC EAVE BAFFLE AND VENT i r ,I'I'iC I `` III.ATION t� 11s ITU(1:1 ATTIC I SCI O 1,71,7 \IIT'IfANICAII,Y :;'(A !):';i) j R1GIU [N l)iAl MN 'b' VAI ] , '1)} PHI ITR CI i\IA1L: �-D r lN,I.11-I, i'' f'I ItIUIl l t1 :11'L�'(, > ,amu - Z A. '�' ) 1 ,cot r r r 1 1: n rte`-• ;"J �' PAR I,I1'It)N \VAIT- I';1i 1'ITH)1;\AI1. ;1'1'1 1(' i •; i!1 :1'I'[C)\ — I y r G kL Cl 1,\N R'111. 1:.1(;I1 1'O ,f � --- -�-- �, i �, • �� All 1C: i'1 Ot)R FRAMING x-- I'I'};SStiR} Si A},AC /�j / / t\ri':,1'1'1111KS1'Rll'1'IN(; \. - ;% y 4 f INSI ALL I" RI IU P.(A'(GIi(All I AItOI'N.)\1::"J'I 1(,.1110\ CflUIF -%i 1IR Sl'i\lATJ,'l\1i',Il:i' \'\(1'111 i ),� .N (.I):N J 1 Ni- )i! !', A1) Oi' SI Ai.:1N i' \ J-� lJ r- `----- - Ls\I)DLR HH)UMN(, , Rht t'D Df)\b'N Sl.1IIf, — ` ',^I` _',_-__----_--.---------__--- 1 1 ;' ;TJi:1I IONiN`,1_}LA'll'D I'X'I I J\ J. \1"AI I t111N1iI'r\C11.121.',DII.1I. �' � uJ IITk)h J'"1! if.�1lI1 1) WAI,1, DETAIL DETAIL DETAIL AIR SEALING AT COMMON WALL N.'f E I W •, AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S BETWEEN DWELLING UNITS I" RIGID INSULATION AS ATTIC EAVE N.T.Si ate. BAFFLE CUT AROUND MANUFACTURED VENT37 t --- CLIMATIC AND CRITERIA BLOCKING @ ENDWALL GENERALNOTES I fat VRI-O vAiii V, 1::301.:'(11nFim, :='11:1 Il ^v !ONAI !,TSI DIN r I Al,C()DF S I I"I :vI I C \W-AN \V L:})1)1'SIG., , '111 DA.\I2V;I-_ IPO�1'1 ,lit VIA) Il OOD A IR Gpf)tT IWSIGN t I NIM NJ AYN i:� 1 1,RFI�Z I NU�N M 0 1. ("N I ND I�f" ", I 1AZAI'D IV-1 1,1:, 1,()Al: OPOG, 'NI'llORNF, CAI PCORY1, RFOUIRII) I NDT�C GENERAL: BOR ViR IS1,,,-[''\';!.. 1 11 t i,�A M I N I NI t I N I_(_1 Fj V i,- I)V !+Pill YFUNTILA PERMIT IS CAITA I NED FROM THE BU11D ING, I� No WORIK I STO NO I R ON!111 if i,I t N 1)1!",l\I 1 15- YES ON IACI 7),y) 51 I'ATARTNIT, NI, SMI W S I DF (TI COAS 1 10 1 if:"\ 42_ TGIAIA -�dNAHI_l 'MIVITH N.Y.S. UNIFORM FIRE PREVENTIOl\' AND F)',jl!,DI\G 2, ALI,\VORX St 1ALL C JNFOR ['\";'OTPII�SS. COU[,. 2M 5 1 K, 20113 UN 1 FORM CODE SUPPI FAIFN'TAS %%TLL AS All,OTI IFN CODE-, I N'I V,P]O)?l A`A( I,S INI ENDN)FOR I IUM AN WAWA A MLL ll' PR(An 1 All WK H I NEAR 11AIII'lRATURI, OF NO NESS ILAN 68 DEGRIT�'-1,Al fEVNI 11�1 I ATA IIOINT,'�I I I- 1 5 REFERENCED THEREIN. AN[) LOCAL 1,LJII-,Dl',\G COD;,S. ly! AEOVV I HD V!&t,ON 'I!IV,DVS I(J,j lit -M I NG DAY (:M15 I'Mc 1),\,I It 4HA SUN I 111�HAAD(A NOY 72 WRITS HEM VW NVINMIUM 75 NIANIS C(AIJNc, NOTED OR 'NONIV IS I BLE EASEMENTS OR COND III ONS WH ICH Sl FALL AR ISE 3. ,\LT. IUM DURING THE COLASE OF CONS FRAKTION THATDISAGREES VVI CII THAT INDICATED 1ATUE DAYS (NY,I V.UA PV!A) I \, I\ I1,\!: III MY Id : " H" "71 ! 1111 H 75 YM5 HV ANVX 0 .\I.SO ASNT2W HTNIVIIN In All HA IRNANP 7, ON THESE PLANS SHAUL STOP WORK AND NOTIFY - .�� F_ THE APCH f YLT1 OR ENG PATR SHOULD 1-117, FAIL TO FOLLOWTH I S PROCFDUAF, AND AW 7 ATI ND VNPOSNT CNITCOM�AND W)UKI IMAs I S It I AC knk I !H H SOU I!I Si IORV,AN') f I RT, ISIAND. N lut K I N'(; 2 i)^,l 7 *; CON] I N FTTO WORK I M VjRL THEN ASSUNIF ALL RESPONS IM 1,1 FYAN 1) f,IAIlT L I I I�Af 0'(.Y IA I I L,1�1,130 1.7 AP I S UNC 'I")11-R'LFRON1. All(AVAf1,1 I,,DENJi-TION OFS"I 8(l PCA I I 'S 4. NIU D 1`NN A F 1 ONS 0R CHANGES TO AIN PART OF TI M S E PLANS S I-IN I L')F'0 ADI U,NJ,F S S N411411AMIM 'UN,I 1-,'ORNI 1)ISTR f BUTED DF,,1 TG I M I NN'1'()PLA ITS AlAAhVAIT! 8d , S FJRSfIR} bt I"Ji"Al'NIENJIT'I" IM,ill'i C VI ON I N't SI U 1) -1 r. 5. DRY WL.1 LS AS R1 C)1_!I REJ-) BY STATE AND LOCAL ODES. FAX IAK) 6. ALI.DIMENSIONS lt7REIri MOE APPROXIMAIT. NO I TO 11,17, SCALED AND ARE, SUBJE'CT USF VIA'VA0,AF) PVAj) [i_)V) I \VII 11 NA)FINISHIM CIALFNG ATTACIAM I U I'() RL'I'l SION AS PF.R AC FiJAL 1-11,11) CONDITIONS. 'I'l-IFI)ISCRF-TIONoF ,riii�- OWNT,'I�. WIAITIAW HM CONI S n()!,,,f ps[ P.\11 I V[1_1� � /\ � >'(h' F- RAFTER TIE DETAIL I PARI I IONS 11/180 "I OR ENG,I NEI R.AM) NS DIRBJTD POUVOR ANTOVE'D BY THE ARCHI I EC 40 Inf 11�001,`,A\D ITIV�I- 1)-1)HkIlAiNGS IIAO� 1 -0 0.(. PASA,N(,!�R VHUCT.F(;ANA(,I%S 50 p"I A, I Il AN Simpson Strong-Tie H7 Z i 7. (AVNER/ (ArTMACTOR ARE RESPONSIBLUA 0 OBTAIN INSPECTIONS, AITROVALS, �11 j", 'VA,0 1 f IVR Sl R1�( VU!\Al, NlVAdil PS CERT IFICA IT'S, CFRTIF ICATE OF' OCCUPANCY' CONHIETION AND U.I.APPUIVAL. A 11 ICS"K nAW r S IM AMA (WC)" Ar HN M PI I`CI 00 OF IAJ FRIOR'VvAt IS\\TCI I ITASTER OR 20 p�,I I IN I F�-j()I,,ZOM, I I I(:('()I IN IS'I I S. 1111S SFT OFFIANS IS THE PROFERIY ()11TFHXDESlCN GROUPLLC� AND IS S FO R THF ONE PR a ITT I NOTED IT 1 R E I AN ONLY P A"EN I I`THIS 1)R OJ F CT TS NOT 1:00114,0 111 RTITAN Sl II P IIN G k("ON I s 4O f I,Y_I FR 10 R WA I W i\1 D I OA11jS 1 11 1 PS 1 !�:AR I'llw'll, 11�1, /wa -)'U'FV,'RF1TEN PERMISSION OR COMPLANAI ION 01. TFIN, Dl_-:SI(AGROUJI f LC. \V1111 _JL CONS ERUCTEI)).]I IF PLAN:�, SI FALL NOT BFAI ]']'RED. RITRODUCEL) ORU,,�I,�D LIN ANY \'VAY S!NTINC; flO'A,'-) 30 p�f SIA11W 40 pf I INI"-�!IV� 1A, 9. 'IT 1FARCHTTET'T 01) FNGI NFFR 1 S Tr- r-I NEI) TIT'V IS I ON OF \V(l,)K AN D TKI PWI, 0 U, I FOR GAPLE POOFS IT IT"4 5'PITCHES ACT AWI GUAM)RAIVS AND 11\NDRA 11,1, IS RI SPONSHTF FOR DFSWN ELATE N Y ONLY. 171 1 M7 4 ROOF I OADIIX, (lAVF- Gpl`)!�ND SN'OVV 1 UAD N'()IE: I :TAN I VNGII 1,If - SPAIN VVICII I'l. ?. �d 1'; I I\;f: 11, 1A N"',11.]V�, A I0. NYNIAFFRIAFS OR WN OF,I�NAASFHP FOUND Al ANY 10 BE DFi_,'LCI IVI-, SHALL B!" IAN Rat)V,501 1111� '1;)P'f, IN r V A r BF RE1\ EF)1FD XFONc,". R)J,(ARI_A_,FS'-) OF ANY P1,\)EV10US INSPLCI IONS, �)AHV Wl"M)V(Ml):�IIAIJ, Ill!' PTN NI ITH 1) 1YORE''IAM N ;\S O.'; H. C ON TRAC'['OR SIIALL BE FAMILIAR "NTH THE CURPENI OF IAMTS Vill C()M1'0lNFNTA.NI)CIADDING I HF. ALL STANDARD AND SPF(UALIYSYS`1 EMS / NIATERIALS USED WITHIN IRIS IRIS REQUIRFMENIS —------ 11) BE FOLLOWED, 1'L. IT IS TH H IN 1 EN 1 OF I I TSF PLANS TO L:\PLAIN THE REQU I ITNI I?'N-I`-, o;'`I LIF,PROPOSEI) C ON SUR U C T 10 N. 110 ITAIR F I E,IT)CO IND ITU ON S M A Y AR I S E D U R IN(,C ONS'l R U C,T 10 N NAILING AND STRAPPING ALL STRAPPING TO B`F� 1-j" x IG GAUGE STL TH AT N,TAY NOT 11 A V F,:B,F I�N FX I IA U SIT VEIN D ETA I I,I_%D. `1 13. ANY ANI)ALL DI SCRFPANCIESTO BF, RF'PORTFI) 10 I-NGiNEER. "SIMPSOPT EQUIVALENT - CS16Z (COILED STRAP) w 1/1. WALL AND (TITING ll'X!SI I[,.,, SI FALL BE IN ACCORDANCE.WITI I SEC. R701 AM) INSLIATION 12" N/11N. BEARING ry� SHALL !'T, INI" SECTION R,1,16. L 15. 1NI F1\1 10 R IVA LL C OVER FNG S ILA 11 BF IN'A(C 0 RDA'NCI" \V I I I t SECTION R702 AND FxrKRIOR \VAI I CCATIZING, SHALL BE IN ACCORDANCE WITH SECTION R703 _—NO Nc)I(l u , - IG FIRKPRUN? FCONMIFNW/ THE2015 INTfTNPA'IIONI\LRI'STDI,',N'I'IAI,CODIi\ND 'vIECHA\fCAL SYSTEM COMPLIES (TAPIMR l2THRfA.ICH 23. I'll U"NIBI-NG, SY,1-,IFM TRROU(dI CHAP 32. MECI RICAL SYS]1AI CON PLIES UILM9ER 33 THROUGH CHAPTER ,1.2 4 14)1,1. N )! 1)(01 !.AR I'(; l If "l (Al"IONN,\)Vl� F.A. AIA Fl�'.N'VI E, I CARPENTRY: ((MIAR I VE FLOC)II, J0 ISI CLN]LN, Ct i 1) J 1 1. All I UMBIT, SI BM L BE DY. 12 OR BETTEN UNUES-) OTHFRWISF NOIFI) ( U,O.N.) 1`1_111(11�'I N'I L-1-l"q; I(; ().c. ol CUR Iw rl(OMM(')N 'NAI I I�A. i NDOV Sl I'\P I All LEMMA ' 'F ,,", i\![iN:I.\,It.',%10t�" 8" AI)OVEFIPQISFE:DGRikDE. Pill??) if K t SEAL. SILT,IT,-1-0 BIF,A.C.O. WOODIl' V IW 1, 1. 10 1,: 1 11 L;d 3. SRA S TO IM FIASETKD CITAMITY, A I I El LP W/ SILL j�j X (�I ,I•I N I I I'I(l 2-- 2" UTlN. I jl(ffr'ii, I-,\ Ill A I 1 1 Ill A[:,OI<Nl 1l;0VI, j j_j�d CONINION NA!J,'� In 4. All� J(:)IS'I'Si!INKFRSI() BE "IUCU- CIZEQUAn FLILSIZE. 1)1:�MAN. I DOUBLE LOADERS AND I RIN4MERS ABOUT A__L OPENINGS. (U.O.N'.) �111 �,FTJ 11 iLll ID IL",I 'i O.C. G. LKA1111 jOfS-1 S UNDER PARALLEL PARTITIONS, PC)STS, AND BATH FUIIS. (U.O.N.) 1=',.\_!_L)N'A: 7. ALL BEAMS. GIRDERS, HEADERS, ETC. IT) I FAIT A MIN INILIM OF d" BEARING. VI'M" 'I PAP - �i d CO','�T%VMN ""A I I S �, 1,\ F�'�1)�t: �, _7 lit, (T rA PKII WM AnAMY AATx "M Fk PLUTTO MAX D FR(MI S. All\VlNDCAVS To BE IN CONFORMANCE W/ ATTACHED FI 0OR _TOT S'f_FN'1;) cl. I MODEI S M_ATIR1,`,R'-�' ON PLAMS. ------ CONI CA IN Vi I()N R) IN EACH HABITAE,11- SPACE FOR ENIERGENCY 00 9. FIRO�/]Di, .MTEAsT u) wi mwv (OP D001 F`,SCAPF_ IN CON c'ORNIANCEWITH 2M5 ITT CODE SNI W1,10 MIN OPFNLN(, OF 5.7 SQ. ITT ------ z: ( 5.O SO. FFFT C5) GRATA_' LEVF_'I, IVIIIAN GRADE TU S111 IS LESS THAN 4TAYR LESS) W/ MUNIMUNI NEI' LITIC&IT 24" AN]) N`JU'N'INIUNI NjL IVU_)TH OF 20" ( OPFRATION W/O NEED HTI I-OR TO(A S) POTTOA,10!- CAIJ'N f NG 0-,1 -14" MAXIMUM A.F.f V( & Kn\P. LdC()0%R!NNAVLSc0 VA. 1 11)N S 1 ,M' IR UXTERUOR WINDOWS ARE TO HE DESIGNED IN A(CORDANCE.WEI 14 Sl:,,-, I lCt,C, JIR6309� ---- ------- 1 01"1, ()1. 1. 1% 1 IA I V 0;�,%I 11i I'OV, ------ j LC,� At L (,LAZING SHALL COMPI YWITH SfTTION R`_)101& 11. SIAIRIA'AY5, TIN!BE KESNAI.-D IN ACCORDANCE \\'I"1 I1 SF("f IONS R311.5TO R311.5.7 12. MOISTURTAAPOR BARTLE IS FO UP INS FAITLD ON ITTE NOM81ANAVUAER SIDE OF THEiLTNG ti IF & TUI: CS INSULATION 110 ALL FRAVIFI-)WALLS. FK)01�,S, ROOF AND CEHANGS C0MPwSfNGr (T) U I EMEAT FS CRI '17L.F11,1!111)1 NNGTI lf_�.R)N/IAL IV Y I I I SECTION NI 102, 13. ASK TAINSI LINCIES ARE TO HE INSTALLED IN ACCORD/\NCE WITH Si CTION 8905.2. ELECTRICAL: PIN I ILiLLCILIN!-L'I !U:^; 1. ALI-, N-EWLY INSTAIIED FITTATICAT WORK OR APPLIANCES SHALL CONFORM "I'OTHE 2015 I TOFERPONJ 1O AL RES MENT FAT CODE SF('} IONS FOR FLECTRICAl,C()DF, 01" M-AV YORK STATE. P;1t ::AP UTIONCOMPLEILON I^' M I f1j"Ol"I'l (T)NTR 1 01�(I(Y' I-A. 1�i Al F� 10 !IA jl,)�\,�d Fl !MV 1�;,; OMNION NT ANDIj,()_I1ONI (t J01�4 cu I INT)RE, H I'l, ()k�(=ONIA I I I' 3. ELECTRITAL WURI ,,G AND TO (.,,O'APK' W/ CLIA} 3013 1 (A I"I I A 1,1)1 T I M AND LOCAL 1111111)1 NG 1)FPA R1 N't FN 1, DETAILS 4. SNK)KEDFIECTIONASPFRN.Y.S. COT)F� SFC'I'TONI'31-,I. *TYPICAL SECTION* CU I Tll'�,G DRI LI,I T-,,.,G A�N'D 1\ .()TCH ING DFJ'A 11, 5. INACCOR-DANCLWI LH SE'CTIONN11502' 6, IKE EXISTING EU17RWAL SYSIEM SHALL BE CAIAN311 OFT-TANDLINI, THF, IMPOSED LOADS OF PROPOSEDADDITION. NAMING 1K STRAPPING Enruma FOUNDATIONS, CONCRETE AND MASONARY: - - TABLE R301.2.1.2 1. ALL I-OOTI`GS TO BEAR UPON F1 RM. VIRGIN, t TN 1)1 SI I IRBED `O11 WIND-BORNE, DEBRIS PRZOTE�CTI ON FASTF,,['�I CHIFDULI�,, 2. FOR '?!()Of) STRUCTURAL PANEL`-, _7 TING OT 1:2 RATI 0 3. FOC11 110CS IT) RFST A NHN TT" UhLOW GRADE,. U.O.N. SIEP FOO :4 1 S E, NII A X) 'PA NFCARCENIENT Sl 1O\VN ON , G, 'SCJ", I 'S 7- 4. \%7NIF STO B!, POURID CONTRIFIT OF SIZE AND I, FASTE'NEP (INC,0"",�) 1 E-1 T P' --['I L I_`I RS I TTFROF 6 H+J - �,',)!-'('I 1011 1!1N(;I RA%lVN,, 1-:1 (A 11 !Nlli)\� (fll" 1,',, ;S 'I(t, I'!A I I S ,ACED AGAINSTFOUNDATION WALT S UN FASTENER ` , x 5. NO BACK FELL Sf iALL 13 1 F! - I -\"vut"I V I A—, �4, ;A, it I",\Nfl: PANVI SPAN FRAN/tING ORPROPIT B�,A(_',ING, IS IN PLACE. DTF IIANH, !�i'AN 4 FTLI 7, G. TOOTINGS '110 EFOIT'ClURED CONCPETT", OF Sl/l-,- SHOIVN ON PLANS. V- Z_ 'N")1. i V( i\� 111011111)H(t !-,MAN 7. Ml ONTINGS FOR GS FL SCREW B•ASED DVA, 10 IT'S. U111,1111 IFS, F11% TO BE FLIAID SOLJD %VI IT! CON(TETE. Ile 11 ALL GIRDYRS %VENI BEAM, POCKITS ARE FOBE STEEL SHIMMED W/ 112" SPACE AN C f f OR IV[11-1, 2 1 NC I I IG 10 8 S 11)F S A N 1) 1N D-,. (_.OTIC. EMBEIRMNT LENGTI 1 1-2" i 8. A 1,L C ON R 1,TE 10 11 A V Y,` AN ULT I MA T F', C 0,',1 PJ\)F S':-�I VE '�'11)FN G I I I (,, 28 DAYS OF 'No. 10 \VOOD SCR)EIV !,ASII) LZ FRIORI - I 3DOO EST Al L EXT MATFRIALS To PJF,AIR-FATRAINFI), ANCION WITH 2ANCU, 16 1 ? t 5,S'' \1 l!", 10 i 3.500 P.S.1. GARAGE ST AB / hAPOSid) SIAS DN GRADE PCRjRED STEPS. NGTI 1 TA1flE0NI!'NTJ_,F I',I.I ( .A N 1) '1( J. COINCRIFETE SLABS TO RFST UPON NItNIMU,,�1 6" Ol" WITH -),,S N1 I NA H I P::;1, M I N f NIL A 1 (;\1.1,,. PV4 I� V A 1 IN 001 U P I Ef) S PA C F) A-N 1)I\/1-111 RFQ U I,D I NS U f A T I ON. V, -INCH LAG SCEIVRASEI) E m !Hl V1, V1 _- FING 1 PA\MI N(, FLASI fFD AS DETAI LED IN PLANS.1,C), ALI, 1�11 ABS ABU] It ANCIiOR WY1 I 1 21-JNUI 1 16 i C", 16 NOWIINII'Sl NOF EMBIHATNT LENGTI I X [.z1 S Rif) DI I I I LLTI I, EXERY 32" O.C. VEl'-FIGN LY AND H 11. 11RfCF\ VF`NFTR TO BE ANCHORLD W/ (1) \VAI _)GF 01.:) RELIFN ING AN(,'I,I� EVERY 18" O.C. 1 R)RIZONTAILY W/ FLASHED JOINT (a) BR[CKL,FI 'I Ep IOR. x f;" 5 If W/ 110, 1:1-) (1-11, 1'-0" O.C. NIAX TO DIRTTT ANY (T)NDI-NSAINON 1'0 i Ill', kX B(MITI)1101 I�S SHAT 1,NO i'fit,--/ I i Vd)I V P,BVI\VFTN ,tf)",�AND 60"', >_ O;�Si 111) PITIIV HFNSFUf) MIJ,1_�I IT, I,O(Arll) IN I IV I)AW, Cill"), I" C'. A C i WIN Of C -I'll! I _' 1`1ASI_-',D DAMPROOFING TO YNTERILOR OF FOUNDATION imd kiw ru(�ii, ff, �iL ih�. 1,j V(M M) HIAX IWO 12. APPLY (1) COA1 OF ASPI JALTH. !�,0 riph\%Ili(! 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SUN >,\ v1 SYSTENN ARE`10 CONUIN IVIUI STAMLS. REQUI]RENIENTS. I (Ni SIMS NO)I) 1�I ill[-1 11 11 j R 1\1- 1)\N W I Ff 1 A�I I N I N 117 N 1 1111('KNI S'-, A NN:) N,1 X f A 111 M S 1)AN 0; (- NUN11TRO! I 111!,111 1(;1 i I KI%(;S I LIT-)�,,I A,',I �1,01 1 i�,V,i i� N�I 1 1� 6 3. PLUN11111h; MKI IA!"CAll FIML (AS SYSTEMS SHALL CONHI Y IV I TH 1114 RES]DENTI AL 0 1 "1 F I�I T SI I A I I I ill'ill-R,11 11 Ill�1)F U RON N I N(� IT()ITC Il 0 N i i,�1)N I ANI-) 1 ,,()S I()N Yl�U I t J I No S 1) NUNW)VT OF I 1'�.VM) NA 1 I,VD I'!IRMIG!I \D,IV 1 1,1 K S 111) 1()VNI)01 11, 'J I I" T STAIR DETAIL '1-,,T(; CODE (CHAPTER 25-32). MECHANICAL COL'T ((ALAPI A 12-23), PAXI 1�;',j Al,l 1',! PRITU I F0,(OVIT, 1111'GVA/FD 0ITN'1 N(;,-,V,i 1 11 A''I V I:V I N I I IM-lAVARI 0 W SUM 0 AN V 3 T n IW" (OW1,115 PVT Till SFf"I IONS 1 PLUNIT,) DIN�'; Nu AND 11:L[. GAS CODE Wlt',,Ill ER 21) OF2015 1 R.0 P�,MVUTD.A LIACI!,NIF�:I,', SITAIA,Bl'.PROVIPY INIACCCM."DAM 1 'XI �fil."i"I 1, 2 OR A IAI�V V- NUN11WR Of �I:V,K,SUnK R FA IND r)1 t!: AIM R`q 0 Mq 1 4 ?A�V IN) ;',SS!Ad IND I d)1" 4. ALL WASTE AND VFNTS ABOVE FLOOR SINAIT BE SCHEDULE ,10 THICKNESS Ili FTSi(;*�;'DI()P1 �;Is 1 1 111�CONII'()�Nl NI S AND CI ADDING 1,O ,!,1,N�:1 1) IN AC(:O;,'f)ANCF F- CU N 111 A,'(M I(;(! NA I I.')I.°,1) N A I I.VA) I I I R';I;(;I IA 0-1\(-1 1 1� K 51 t in 1 t,I)()I �,!I I SV (AS V I RON BUI IRM0 AND SPIGOT BF100'AND 'I'IfRouc"lf c',O'\x:rF,IL_ V,I!I I Hif PR(A I Si(_)NS I I Ill 2015 I'll C. FA.SI DV (WIV'� NOI AN'1 1,)IM(W'S) (IAN I S.i S,1'. 15�';)k IAII 1, 1'.\C;• ,;!G) 5. THE EX IIF.AIING/A.C. SYS IFNI SHAI L 13E CAPAIIII CAT I IA24DL FING, -i I i.11" 11NIPOSLI) LOADS OF ITUNUSEDAIMITION. 11 NoT, SYSIEM SHALL BE,UPGRADED TO NUTT CODE COMPLIANCE. g A JR 2015 INTERNATIONAL RESIDENTIAL CODE _'_.t31.5 ,Il`;�`1 (; Z'��,�'�TI(�N��I, RI-.'SII)E�FTIIII, CODE' -- - -�----- - _--.'------------ --- � -- - ------ - -----_-.�. _____�----.. TABLE RG02.30) _i '�I:ti i --1 tSC);?:�(I}----corrtrm1-ert- --- ---- FASTENING SCHEDULE I,/"\STENINCT SCHEDULE' NUMBER iVi D TYJT' DESCRIPII01N1 t)1a NU11i11FIR ANDJYPI: SPACING AND ' 3 i .I I c I�C131ti'.' DI':SCRiP] ION OF P>UILDING ELEMI'NT _ - - ---- - SPACING AND WCATION I'I 1"k, x, � 1.n I N I ''. :'+.'`>>'`,r, C)N.��. �:j,.`i (I�i',�' MAI, CC)I�3 ---------- _ t)E I AS I i N1 h ii.1),c: T;ITT�I)Tl (_;FITN,1 (., ()t I A l I�:; I (�-- ROOF 1'1 lilerl:iut het\+cell rr^;1iue. j i,t ,or r,t!t e ,ti Ir;d cnn;mnr. (:; 1 x O.1`i?') Ili" n.c. Fncc nail _---__._-- t.o iopplatcI;1, ('INC l`;;tYi'.-`!Pi'_\ ;N I`; G.\SI 1) ON VVI NP S!TI'1) IGd Nix(;3 1/2, x 0.13., ) ; or' 1'1." u.c. face nail - _- 4-8d box (2 1/2" x 0.113") or x11.13!._st it-'- - 1 131o,}cilli;h,ha'c,u ceilitt,ti joists or rat-t,rs to top . ,. „ „ Foe nail _-__._.-----------a-_ EXPOSIT", (:,1'('I_'GC).:Y (; I\'IiNIMUIN1 '] OTAL LTL"NGhl I (FPTJ) O hiZACT;O t'�ALL PA1,, ;L ; 3 bd conunon (1 I/1 0.1 1 ) : or 3 !(3d hox (:3 1/1" x U.135') or 3 each Ili" ox, face nail ' i I I t' 15 13101(oil) il)t,� to joist, tnu t r 1�1Iai �, t { or � .>U- ('CX)I i\91'.%�'.� LC)t_):' I(I,'.G I pial c 1 � 1 J � ,:. i ;�,. 3-10d hox (3" x O 128"): or 2-]Gd c ounnnri (3 1%'2" s 0.102") : m 2 each 1G" o.c. frlcc nail > , hlockhr;; (at brae,\-vall panel' 1O- I�(.)C)I 1'VA(a, HFI ['1' ISI=,QUI I�I:I.7 AI.C)NCi EACH IIi.ACF.D �'�.=\I,L LINE - ;-. " "x(1.131"n;iila 1 (^aclt 1W, o.c. face trail %I-sd hox (2 1/2' x 0.113") or - - ----_._-__-- -----_-_--.- 2 (iI�AC)I'•O �'�rr�rl.I, I i'vh,S "2 Ceilin,',.joists to top plat-, Per joist.Toe nail - - - ----..---- ---____ - 3-8d common (2 1/2" x 0.131' 1 8d hm- ( ? l/Z x(1,113') :or - MI 111(11)~ I or 111:11?�4!\11: i)PSl ;°v !1:<^,.( � ) `.'�. \i;I I. I( I'. 3-I0d hox (3" x 0.125"): or 3 16d hox (31:'2 "x O 135 :or \�i 1NU ;1'1:1 I) c,l , u b I)\VL'.tb'Si' ,SPli, f oc n,ul (NI f la (W 1 )� A 1 T r � (! 1. !i ?\IF I LJ ) I I P 11.I IIOD(,L Ceiling joist nol attaeh,d to parallel rafter, laps 4-10d hox (`i" x 0.128" or - IB ;,,1 I I0d bo\ ( 3" x 0.I its') ;or I;V \\'S \ } Face nail 1 op or hof t ont plate to' cncr part it-ions (sce Suctions 8802.3.1, 8802.3.2 3-1(;d common (3 1/2" x 0.162"0; or- - rT i"r. ----------- --._--_-.--- ----- k'I G.(-S SI'f3 :> 1Gr1 hex (3 1.'2 " x O 13;11") : or,and"Pahh^1:1302.5.1(`,))1 /4-T x 0.131" nails 2-Wd c rnnnron ( 31/2 "x(1.1!32") ;or F.ud nail 1t! 1.0 4.0 >.;, 2.0 C,eilin,; joist not al i ached 10 parallel raftr:r• 3 101d box ( '3"x(1.128") .or' ='t t 7.0 7.0 4 'Fable R802.`"i.l (4)) Face nail (hccl joint) jsce 5cctinns P.802.3.1 and 8802.3.'L --._-----_e _ a, !. -r+„+'• - 10.5 10.5 6.0 5 0 3 IOd hox (:'," x( .11`5"):or ;.` ; r c l o t 1,1111 es. li+ is al cot n-r s,'ud 1 1:3.;, l:',.`i �.0 G 5 andTable h802„).l(,) 17 [ I I ace rrai! r.a? r'J r r i1E41 cuunnnn (:, 1,2" 1(.?') :or �''•: intcf�,cctions 1(;.,, IG., 111.;3 8 U (-10(1 hox (3"x 0.128");of 3 3"x U.1::i"Midi" r Collar tic'to rlftcr, face n;+il,at 1 1/1" x 201>,a. _._ � Face n1i1 each raf to v r 3 I0fI contn!un (3" x(U-18') ;or t idge sI rap t o rafter 3 Std box (,'- 11/2" .x 0113"): nr --. -- - -------- - 4 3'x 0.131" nail,, IR 1" brace to each stud ilml plate 5Lace nail ---- 2- (1 cornnrau (2 1/2' x 0.131 o ") : r 7.5 Y. 1 ;, 3-1Gd hox nails (3 1/2 x 0.1135") :or 2-10d hex (:i" x(1.1('8" ; or '- 1�O - } G 8aflcr m roof,truss to plate toe nails on one side and I toe nail ) i L0 l Ltl 11.0 7.o :3-1(k1 comuu)u u,rih (3" x 0.144") ;nr on opposr(c stile of each rafter or L'l)(, { r ): of truss - 1. 1' (3 lrua(llinq to e;tri ]t, grim, 21).0 11.5 ),., •1-I')d box (3" x 0.128 - ' „ _ ci ,-8d I)ox (:, 1/?" O.11a"): or 2r �) 1 x c•n,t!1 1-1(x1 (3 1/2 x 0.13.,") :of 8d c olilwon ((' I r x 0.1, : nr r�< ;1? 31 S 31 5 1 .0 1'uc�nail 15 3-10d common (:3 1. '2"x(i 11,18") : nu 2 10d hox {3" x 0.128") :nr f:(! 37 :; 37.5 Z1.5 koof ra('ters to ricin',. valley of hip rafters nr 4-10d hox (3" x 0.128''1 : or t r -h ? -- l tux (! L"Z x(U13"1;or root'rak ot, t o mi Ili mum 2" t id2,c•hcarra 3-Md h ,-. 3 lit"x 1) 1333"1 :or' i l \'I' 11.0 0 5 5.:, 2-I(id common (:3 ]; of 2' x(1.1(32' i'nd nail i23 ,;111 c nm;nt,n ; 1/2"x 0.131 : or j : (' N0.5 i1.5 0 arni AeidcI shalt hitt : ;u It h^ iI in" ;-I(d inrc (3' Ql7`3') :of I arc nail P '2 3-10d hnx (3"x(1.11 5') : or "!' NI' 2`:).(1 17.(1 Lrll__��rt' 1_ii a 11 - 1 1.;11 WALL W;1('1,tharr I" x 8" i(I Nil :;15.0 2'_() 4-13(1 l)ox (2 1%'"x 0 113); nr 11' 47.0 27.0 3 l{1 c(mintm (2 1/'?"x 0.1131") :or �< NP 55.5 32.0 1.7.0 J 8 SLud Lo stud (not nt braced wall panels) IG(I coninu)n 1.) 1/2"x 0.1(;1") 2.•1" o.c. face nail 3-lU Md hox (3" x 0.128") ; or r: hnxx 0.12 '(;)" N') :(if -,- _-_-- -_--_-_- ------._--__-- -_ _ 1G" o.c. Face nail - -- 16d hox (3 1/2"x 0.135") ; of- FLOOR )IZ d.5 L:i O Stud to stud ane!abuitim;st u(i at int(^rsuetin 12" o.c. fact•nail - wall comers (,It brlcc d wall panel`;) 16" o.c. face nail ------ ci 21 foist- to sill, top plal e or^irr!er 3-841 cot a+I on (2 1,12)Ix 0..131r") : or 1 o(•(;ail 1+ 115.5 1J.5 H) j r' SI AL lf3 o.c. each edge face nail C„ lU Ruilt.-up ieldc^r (2" to 2" hcldcr with 1/L"spacer) 1 ,c cnrnnu,n .; 1.1 x h loci hox (3" x 0.118") :or 1.1.33 1.,.:11 11.0 i(3ci box (3 1/2" x O.l"3;11") l2" o.c. each edge pace veil - 111 t1�rtfc -� - (I J ) (- .,n >( i.( X51<' .` _ tyre';•, 8d hox - l i 2" x 0.113") 1" o.c. toe nail ! ) bd hox 2 112' x 0.11,," • or --- ----- -.._... - - - ------ ---- - 2 1" ) 1 ) 11 Continuous head(r to stud to,nail 22 Itiru nisi kind oi,I (,r bloc! i :; i t,gill nr „ t r)n { ' i/'" .x 0 133") rn' i 1(' 4 i 8.;, 5.0 I.:3 =4-8d common (2 1.12" x 0.131") ; or J j c(nut top pl;rr c (roof applirat inn•,r:',')r i0c1 bo>. (3" x 0,f2.3") ; or G" o.c.t oc nal! ( Ia B" 1:3c) I,i.0 1(3.0 .1.;, Kr) 1(ld conunon (3 1%2" x 0.162") Ifi" o.c. Face nail �r 3.O 21.0 ??.i laic I i)top ila,c ;s I h 12 '1 of)P i 1 1 lid hoti (Z V2" U.II:;") :or 1'1° o.c. face rail i' x G" subfloor of less in(,Irl joist face n:+il I" I I 0.0 l 7.11 Ii:0 /n 1 3" x(1.131 nails,._<, ) , , ? Rd oit:nuto (L 1!2 s 0.131"} .or a? , ;110 U '• :37.0 37.0 L1 18 0 8 1Gd common (3 L"L" x 0.1(;2" : or 3-10d 1,Ox (3" x 0.1ZR") ; or r'1 1 L(1 41 0 2;,.0 '>1 5 fknthko top I;LItr splice fur S1)Cs r\-I)2\^:ilh ) � •` seisr,tic brat ed alrlll lino sp:u inl; 25' 12-1(3(1 box (3 1/2" !).135") of Face n;.til on,rci side of end joint _.__------- --._-------- '-„J u1 =.-1 4�a a. 1G+• t'uu( 12-10d hox (3" x 0.128 : of (mitIinrutu 2-1" I;Ip splice Icn1 Iii c iclt 11 2' suhiloor to jni:u or;,il t1 •,. 3 0;d bo` ( 3 VZ" x 0.13 5") : of- 13 f Piind an,1 f.Icc nail -------- -13 N P 13.0 11.5 G 5 ---- -- 12-3"x 0.131" nails side of ctld joint) l6d r urnnton (3 1/2"x 0.1(32") Double top plate splic'a SUC.s 1)0, 1)1,of U2; --- ('12-1(;d 3%12 x 0133 1\1' 2/L0 13.5 i 1 5 and braced wall lin, spac!ng>25' ( ") 25 2" planks (i;lr+nk X h am !i: �ar F: ..;1:11'1 1(,d h•).x ( :; 1;'2" x0.1,15 , or At each he„I im- fat n,Iil i' 31.5 l:J 1'!.O 1Gd conurnm W1-2' x 0.1(32") 1.1.:3 _> 2'.U I 3-1134 of i; (:; 1�':'\O.16�',") Nil (,,) .) .�t.:) 31... � t . 55 0 Z } ll<u i or rntt 1rnsP to mist .,'") � or F.nd n:u1 1-3)" x 0.1-111' Hail,: of, Nail each IaYcr as 1'oiun 32" o.c. ;�Od cmnnron (1" x 0.1(12") : of- Hill riOd hox ( ;l " .\0.126") : or 21" o.c. I ace nail at top and hot I ooI 27 Cuill--up irdcrs.and hcmu•; "r. incl( !.aol'wr _0 1:31" nail.; 2 20d comrnon (4" x 0.103") ; (it- bice trail al cod"aml at c;wh Ct 3-Wd hot (:i" x 0,126") ;of- 28 r splice C�1 '} lGd hox (.3 1/2" x 0,MY) ; or 2S lcdl;,r st rip suppnrl inI ic.i,t,or r, (l t rs r• 1/2" r'" t 3-i nl ctronuon (:, x 0.1,,1") : or 1-1'41 ho>: (3" . 0.12)5') : or At eacli joist or raft(•r. Face nail -11L_+4~44_ + 29 (;rid in, tojnisi 2 Mid (3"x 0.128") l�.ach end, toe will ^ -- - i 0s W 2015 IRCJ INTI?RNATI0N_ 1 : ,' T`� �)FNT.IAL COD] TA 111" RG02.3(3) i?F:Q(IIRI?yII?N'i'S FOIZ WOOD STIZUCTI.IP,AI, I)ANliL �,%'AI,I, SI II AT1I I NG USFD TO RE'SIST T VVI Ni) PRIP'SSURFS fl.!i,c i r MINIMUM NAIL, ME;I1\41i"^1 \VUUI) !MINIMUM `iGU1:i P1')2.10.113;'1) NO.MI.NA1 I ANI-11 NAII SPACI G \\ !i\'11 .,I I,Lf) Ill ',(! 1) \1 A.!. 11\ i.l.('t)\"`;LC 1 1ON \t lll.\ i't:1:1'1.1:UIt,UI:;R'lO I1,UOI;/CO.II l'1(; ! f;:\q?! :(; - 5'l l:(1(;l'L;i;AL, I is\kt',li:Vl \ `,\I,l. I'ANF'.L.SPAN Si(1111 Si ACING ----- - ITNI I RATI0N 'I IIICKNi(S , r c,its: • :; ,stn; e;ury �1`/.F: I t^, I'I)(.;, 5 Ill? I) _�_. _ �, ✓J (1NC111.S) (INCifl.S) (i;NI"III S 0,c.) (IN(III S O.C) Gil COMMON i.5 2liO 1/2" 1 6 l2 1 11' 115 110 1 (2.0"z 0.11:3") 1..i )t .ti C''.i r -- AIMITIONAL 11t;\1111?^:(; F t LL iIF1(I I 11 131 O( KIN( 1(; E3 1"_' 1'7() 11O ?;i / O.' !,'^.I) JUISI 1! \4hi',81)IRITII,Y,\1`:O\'1; /� If;" O.('.. ,U-,tft; w ^! _ 1 1 (•..l)1VAl 1.l A\]'.l � L \VAL! PANi I lid COMMON1.75 / '` t \ '' RI \,'1.1) 2. `; I_-1/1{; 7 ]113" ( ;3" x 0.1 1°) 2'1 G 11 i 10 1; 110 t, __ Yt J, 13d G" t H_ P,1 OX* 1i - --.- "--.-- `' ---- 14il;\( l. ) \`,r1L1 i':\'`<l . � ;3c1 (, (," U.C.:\Lt),J(; - 'I r rl� "x.11 L :3 hcl 11`:11 L`; \I RPM MFi) W"AIA, I'r\NF;1 LAC[1 h'LOCIAM i\11A1131 R .; 7 .q r FOR S(: 1 iNCH =- ,5.,l rant. 1 mile per hoar -0.1/17 ur/s. -� ilii-\CId)\` ,\lel !'.^SNI 1, � - -- (;I",_(111) \VALI 1':\NI'1. --- HIM( [ 1)\\,111 PANl•I. t' A 1'auel strcn<.;tII ;)xis pat all('] or perpendicular to supports.T]it ltly\\ood sica(iliarl,with studs ti!;trc d norm I hall 1G incLcs on cc111 er sl tall be applied it 1) q ) C panel sl:rcn„ti axis Ile rpe,radieullr'Io supports. Hi` ().(.'. AI ON(.; (� .- - :3-1(;d eO.C. IG' OAl ONG r--- 3-It'd A 1 l:A('I i 13.Talls ()it is hacd wind pressrtrc ac(inp Cowarand n1ad W ' front huilt ling stwh(('s in<rc ccn'd,Im o wit 11 Sect len R30L2. Lid el ll ba)t-ill" I(quiv(Inetlts shall he in �/ - I;R.'1(,].11 \1'\I.i. i'•\!`a ! � � iT'\('.11.1) l't'AIJ,PAN'TI, �� I'.i(Y 1N IN(; JiFI\11i1,R �d accor(]arrc,\\ail i Sec I ion W;02.10. a r . C. Wood sl ru(ttwifl fpanels wil h s rut rating of\'V;I{1 16 or Wall 24 shall he perotit-ted,IS au all(,ir nate to p�wc)s with it 2 r,/O�Jmfi I-al in<t,. P\,,arnod siding riled if i t .: r=_ =-rf=1'�� `-^ u-1,� - 2-i(!d N1 I I S FACI i SI1;1' or 21 o.r Shull hopermitted as an alt ei wile to pmiwl\mi It it 2,I/IG spur rain(_1.\Vall-16 mid Plvnnod sidin;t, It;o.t. shrall hr' nsud with studs spm ed uof 11101'e t hall ?6 a inches u c,ntr,t. l '- C()?'1 I"<t1()US It l\.1 -- :\1)1)1 1 1 ON M, I RA\91 N(; ��- Olt I Nil JOitiI \11 x,41117: !)iia CTI1' ,Ai:OVF II;i.I III,I..I(I 1iLOC.I:INI; C o. 1G" U.C. ALON(, ( _ 13 t..\CFi)\\'\l.l.l \,,\'F1, EP"ll(Ti)\CAi.i TABLE 14302.10.4 BRACING METHODS Colltilltlolls Sheat hill') Met hod 1 ,1M > �, CONN LCI I ON i:I"( FIF i i� FJ'IIOD, MAT :,xIAI, i�1 I N I1 t!11\'1 rI [(1 CIiN 1';S S I'I G(11:E I) ----------_- -- - Fasteners -- --" l;xturior slit,,aihirtft put k,rlF;, 12, fi:•Id CS-WSP hih!" 1:(;02.:;(3) Continuously sheathed 112 .. I r:1 er for -'heat him; r pej , WO(YI structural Panel � % ��`r � �' o l �� C 'tau,, RG0'_'.a(1) or 8602.3(2) --J------ --__---- alone,brace(}wall UPLIFT `'TRAP CON`.1.("1'!ON R} OU IRI'MI N'I ti -I'`";l'( (ROOT'-r()-\VAi l,. t\'AIi, I0-\V:\LT. Root- S11C'at_llillb At I_achment. Requirements for Wii-id 1 oads I \�,-/1LL-`IO It(.)t?" rl):\,r�<)ar,J,; ( ,•. I:.,,t n,,, .,,.. ., !,! Expostl t-E' B • _ r 'I`i If!I f,i - �— �1_ I I _1__ . •I o - -- — --..,; : .,:! s- : . ._.`I ,. --- Q'I'1.�I,(.,I"LJIAI 51 IL:,1'} l i1j°vG ff 0;(i"O.C. ON HX;F,S ', ., _ - 1 !�'• f , 2 1 ONLY LY I . LO1'1'Ln!i _-. _ _---- X ---- _.-_- -, nl.(« n,! :,,. •.,!,n(,I 1/2" Nil N. STRUCTURAL j _ l.r--- I I�----I r fid COMMON NA ILS j - /� r ? 12 '.1 - WOOL-) PANEL - {-„ 12" O.C. ON 4 = +� C' �zI Ql. F A l STIJD'F0 FLOOR A5»SI'.N`}}'i Y TO�ill,l_I'1 \=1 I'(S) CONNI',C'['TON I^IT{l.11 ONLY Illt( I:c7t lot.( :i 1 N 1 ,, , , , cu FOR Sl R:\1' �3 F d CUA1\1UIV N41}i S(<; l,A.FN1)of S'n nI'- I r, SUL[D I;IC�t K[°;C. i;I'Tt\'I ! �� _.� - ! ��" I 1.- c::. r � , t _ - j FOI:(,C)F Fn. PI ATF TO PI A`[FORN1}TLCAV- r S(A'1PSON }IDU'I-S!)52.5 IIOLDDO\'VN 1(11 1 \ ) - L I 1(irl CO$MOfV NAi1.5 (t' 1G U.C. - ( ! ZI r. Z 1 1/1'11.1 Rtl CO\1'',} )� tr ('," ,) \1 t)1(, �, ! -L \'�, 1)1ANI.ATR (A1,1,111IRFADFIT) tiO1,11) C1,OC KING I;l:f\\'i'1':N � ( _ - LEN„}I"T'C„'1)12\(':;U ,\rll.l,l.,.':I i \ } i ---------_-_ -_^ - +}i ROD) ANC[1OR. ' r(^ 2`' SI1,1,I I.A'1I', �I a-te d , OVANCHOR)h 1N CON('hI'I'1', 15 10" N A'I f i. •' )" OC AI ONG i,`,6111 OI L,.'\(',F,U WAI L PANi.L ;. 1\'111.. USi: 51 11 SON 51;1'1',I OX\'-"l l l i I ; i i Per}n!t ler(doe r, 1,, t r, ANCIIORBOLTS e HIGH S`IRFNGIHFPDXYADi4FSJVI'. Ili I ! Zone - 4 2(I 3 J 1 '. 'o SP('l.TIF.AN(.II01:, UR 11.1. 19.2 21 3-1(d0)I6"o( Din1l. JI{)L}?I Uh I',i'O$'.irOJ 1,O\,\72;', 3 3 } zt r c along btaccd wall MAN[JI'ACILIRF,R'S iN51Rti(IIONS. -� T �rI i_ -,.._ r 1 ---- - - - - - BRACED WALL PANEL CONIN EC s 10 I T 1(;;, _ '3(11 Furle,aJ(:�k, u, lt,l, 'Irm i��nknul I,I.;k , I:d,!. rw�_illi,A"fir k.d: 1,tr.•.,+ ,...6.,. �� ;> p fi r, ' 'ERPEND I C�JLAR R.AI� TI_1 END SHEARWALL SLAIN ON GRADE — — —_— _ __. __ 1 � :, � h.,lt,., -- 32 I 1; uu h v 1!);I D , L - - -- - -_` - - 1. Prosc'ri I i(c• linin,,al'. 1,:,c d (m,r";ln :t iom --- ---- -----'-- -- - L a 1' } I �— Ixl(,nr ia,:,, lln:,t hie', !� of ! --_`-_---____! r--- � L >. 1a! ul.ltod 11 )}11[1 tnlutrr'tir,n rc'<i,lir,`Inc`t:!5 ---- .r,tiunu'a huildin;', lo,c:li ed in Irv},(, nrr 1'. f ! --- E 3 "Tabulated u•)li!1 c'nnnrr'I ir;n r('nnir(`nr`I+i s a,.,�.,rnr' <1 ru' i i t I' -N'\l},511:'\(;1NG A I PANI.I, HY) F;S (in,) and c'r'ilin„as<.(tnbl d,`,,r1 1ua:J u` S) 1)s J' i' Nn11.S1';�t:1NG;11' IN`'i I'R 11'.U1;\'I Ir,Sltl'I'UR'i 1 1111; IIAM! 1 },111 l; Sd (CL (i" oc I clod iIt - �`I (O.GO x J:ip5} -9p',O. [I`,t ceilur,�) `('nl1)1':i�1� ,, alon,o braced wall be inrrc'as('d h\ 1 nail al racL('rnf of Uu',Ira}). r'r,nnrcir«1 to I ! L FUR ROOI SlIF/\1111N ; WI I'il]N 4 F1:1',L Of 1111-,iTRI MI F.1? 11";I Oi'TI ROOI'. Ci 1 1NCI,UMNO; 4 1 IT I'ON 1sACli SII)!; Of `1`(1! ROOF Ill"AF, I[}I': '1 1 Of)I )'I'.i:1'',1?;1 i)R I'Ut:l! /ON ': roof wI scntbhr, ill(` tabulated llimflw! )[ n,,i), A`Ll:,O[\11?^7' RIsC)CJi(21:\1IrN'f ti SiI"M I U1' USl ). ('i.G .ITS �P' GA,CI I: F.NI) I > l AIM,I-ATI 1) 12 1`,( 11 ( .( . IAl[ .`iPnC1NG AS5Un1C5 Sl lf.ATHI N(; AT!'ACI P11 Tt) - ^ _ -.- -- !.'.(; 511 nClS {;\ "TOP PIKI F ( 1 n. 4 ;•;), :i I'ACUI NI LD G I NCJ 1 O.(.. NA 11. SPACIN(; A`SUNI,,S, S}it"A I Il ING A"1 1.1('I IF1) FO -._-- �-- : : -S-I.I!_' I_!-.' Ic;l).'__1 .-- _l l'.__"It) _f)(()N'ti,.('.I iO;ti 'I IrR/fRl'SS f'1'^c1\iiNG 19Fa,111FRS\\ ITH G 0.49 FOR FRAMING \11'\1'11 i•',S \' 1 O' (: cl '• E, ru l or(J in -- __ Y 11,'! i(' `j',i t l t)r 1\1';) ,.,'10!; (()\'! IGi liC'`•_I'iONS): „ r i.;\[. • - - _ _ O.l,) 1(lI' I'vr,l1,til A(.IN(;S SIL\Ll,1,,', J„ I)t!Ci',1> l Via-'IIP', 1/2' MIN. STRUCTURAL � lu,:, ln,t,'« ;1;tr,,l 1. InVTIAJH) 1 INC[ U.C.. NA,i, tiP/V,IN(; A.-),-, 11 `iSIj!:A'[I[«ti„ AI'1;.. }IN) ) ,f 1 , C'1 Ir I� if' lt' }t T_, -y I' '\, r• ,, _ i� � -', ;i t 7 ),'I'1 O :r � I j O .,\,, ( i, � P 1 1, I'-' 1° WOOD PA1�LI, lid COMMON NAILS Ci G,}PS ;�,� �, l h _. _- : t \\.I . 1. I \i . , 511. };,'\F'1l I,/II. .SS , Ln\„\(, \11 Alft1'1tS\\'1"Lli G >t).1J 1 v..l 1:1 ..,vC, \111.. .,5\VT'1ll O..12 _., :; Y J , _ 0,19 1111. NA 11. PA(:I'," S SII'\}i Ulr,1;!.1)1.1( i'lT'I O:, INCIiI :-, O.t . b (n' ()' O.[.. ON 1.1)(,(',5 1,\1 }11.'\T ' ) N' � '; (. (,-) S.`-, \. 1' : ) ^'(, 1 :' ) N n. '()�'1;' 1 ,, _`•1(0,.I1!ONN.'111, e''' iG" O,C, 1.1 All . I,\ iN .\. C, I A1''!I1.( 1`, LUCr\..'( I { ..i 1.1 I;. 101,P}.A 1.. x ONLY 6' 8d COMIMON NAILS 3-I6d((91G"0c -- <: 12" O.C. ON alonf,hvilu l wall 1'IFLD UNI 1' �� •�. - �` I 1,(10)1'1\!( NI \T STIID'LO hl()OR n551?P,1131,Y'FO 511.1.1'1 n'11'(S)) CUNNPC'I'I )N Si v11'SUN iIDU 1.SDS2.5 1I011)UO1%,V,N - ]2" O t:. Ow' i P,AP - 3 R d COti1f,-1UN NAIi,S r<„1'.1.T?NI)O} S1'R,\1' 1'11 1.1)(-)`JL')' FOR 5"1 _ �'�/ �� ' UTnnl. n11; (ALL riiRJ:\UJ I) - -- FOP C Of IIA ITA IT 'I0 H A'I FORM Tfl;I MV- - {CUI4MUN NAILS(<D 1G" O.C. ROD) ANCHOR, l%,%If ir1)MHN`I 1 i'.NG'l i I -_-•_'_--- OF ANCHOR IN C;ONCRi,FF IS 10"f '- --! -- - -�a`' r:" O.C. :)\ 1.UG1'ti FLOOR JO:S1, _ NII N_ USG.SIMPSON SI- ITOX -1 iL :;.lt;d:' l(i'r,r :I I ' ' M Y SII-i.PLA1 lr. i11GIi 51 RL':NG't'}I Ll'ONI' \UIIF:S}VI': --- 1'OSIiCIJRFANCIfOh. 1)RII:I, 5'11 rn tne(1ill __`. -Ir1_11-_1 ,t_)i___�), 11' \' I'll-.i11)(()NNI.._:;iIUN µ J11011 _ II - ---- - - - - - - -- ----- nNCIIOK liOL;}S DIANI FOP.FPDXY I,Ol l O\'\'” nl.,}rrrlr('(.\ttlll 11 } �,1_!_ }.I il% 1 ) (, "(_!,n I\'ANUFAC URIT'S IN``;'IRUC'hIONS. - }x1(1101, .111)1 �'7 ___._----- -�� - ;.('„I 1,,\n . 11OURFI)CONCRETE/ --` }'1.:1'I1'"RIM h1'1t)\°; 2 1Gr'ra)',1ninN !!^d \II S c.> 1(11' O.C. MASONRY FO L INDA F1 ON ----"-- _--- -- - -� l �• Li t� i �•J END SHEARWALL ON FOUNDATION 11 i . WALL ` - -�,. (, O C. n ; ; I)(,F ' I:l U(:1, 'f'!i,,v:S i ON ('i:'\P COQ; �: ('"l'ION IZIC)U I FZi'\9F'N"1 5 h Oi: 1l/I N1.)- j Ed Y F_. P()�1F IJ I `� 1A1 _1 -__1 I-_ -h, 1'I Il_';i I'') i'! ()(W '1" 'I,(I;I1"_!O tii l _)_(( NN}r Tlt)N }- ------} t.— L Ml() ()I_ Nw., c, r,{S,I i nmiwi n'J, l hl!lo%"' P, ••-- I 1 FIOO}. )0151” - - - ---- -- ----'-�t1_ S): • i, u I "),I i..f , Y, ,.(; . --. 51 -1 I'1 c l( "•.'i i.';. .: ij .. z .j. ._.'I C0"11iC?^d \I},5 ,,. f,1. I N11)()(' S I'i',\i' - ---- - ---- - - - -- _ _ ---- - - ;.. 2 2 :, 131 133 1%(l IG 2 2 2 I 1 " 1 (i 17} 3t :')1 6`,.1 1;1'LO\\' i 1 !( r \11.5 ( U.( 00 3d C ( oc toed in l r „L a nNcl[crrrn.15 cr alo'w b CY -- vd wall CLG.I'1 S __..�_ - 1, ( 2 2 3 't 5 14;4) ?(i 7 :If? 5, r _ LS 2 3 4 220 ji) 112 5 - �_J 1'0(!111111( ON( W'tl,r 32 3 3 } 7 252 355) 471 :)417 283 -100 1 12 1 1 2 2 79 111 j }F'Oi: .,'",\llr)'`: i- }t; 1 2 2- IO(i 117 11 211 19:> 1S3 2 STORY BRACED WALL A.N�-�,�_, i 2(I is{2 1N 1 -',1? ~ - ---------__.'---------- ? 2 i 1 1 iti 1 )(. i :iGG 2 3 3 5 1 21 2`5 I ..3 F I 12Y :; 211 ! ), 7 3 'I "1.4):1 I 187 188 G2 S 7 ill 11,111 Mal!-Shoal hint, and Cladding Attachment Requirements for Wind 2 5; 115 1,152 I4) LOa(lti 2 2 3 103 1-1.1 FMI 231) � YI)o'surE ) S 3 _�I'Sf[`1) I0 Fi 00R A� fAif} �O S�Illt1 1 =t _ 173 225 2.57 (UN1.5'nP}'LI('In}ti.Ls FOR R'V0_�I'U1�Y('OVF?(;l'-i'\'1;1ONS): i -i-- ,,,,,; i- --- ----- --- - ---- - --i ! Z 2 3 1 1 !9 <'O2 2(55 :{:i ' - _ ,: (, a 1'.;nJ JO 1x1111 I'(: 13U i �"-•' ✓N J T 3 2 ;i 1 1G5 231 3U3 3`13 PORSTRAP - _., ° F.1ir,N1iO}rSIRAI' ( st,' utr 1 ;If)'trlu ,;, ----�;-,ri 3 8 d CONIMON' NAILS �- Scl (r.', 4, of toed ill FOR(i OF E:'\. PLATT- I O PLATFORM AWATK C�(j OF I,A. P„,\11',10 braced\Fall a PLATFOR1\1 Ri?LOW- - N Ni i --- -t F - -- 2O 1 2 2 3 7G I32 172 71(1 1 1OdCU�'l\1U! ^.1}l,.`it�; 1(i'O.(;. 1 2 "/_ 7(; IOCi la�� 173 FLOOR JUlS1 – --1 - C 12 1 1 2 L 3 115 lti Zn7 ZGO —{ _ tirul`;1:ri:n; At,t`ciamm x". ,p.'.r;lr t,a Srl rnnrr✓n,`... . , �' r {_ '/ „ .ni,inn <; 2 1 i 3 r 185 1 1 aO:i - _ SIMPSON IIOIDDO\VN 1\" 7 1)Inn'i. _.._..__--__ _ - Ifn;'i,rs.nc) - r"I.: ;t`, (!,,h« -,. ) ? 2 1 .'ll G I (i .--_ ATR (ALL 'F1IRFADEi)ROD) = f _ 3(; 1:12 ,3 Ilt)- - --" t_------ -- iI fj - -- - t; r_ r l.' -Z 1 h - 7.`11 )7 r ! 4 Interior Zone' t? 12 n tz -- - 11(11 1 1 Z G) 75 100 130 W�(� fid COMMON NAi1,5 -.-_-- _ -_ -1- - - - �/' "LU 1 I_ 4){ 125 ](;2 (� G" O.C. ON Fi)(;I';5 t o r, !' I l- 1=:1: 211 1 2 2 3 HI 1'50 191 2'13 7 _. 1;2" I 1N. S'17.U("I t}iL\I _ONLY ) 132 175 L2 i 7 '1 r 8d CONI NA l l S - - I- - -- .- \b'UUD PANT-11, x 1" F;llGF ZONE -�i I � `) 1"L" O.C. ON „, 6 z r ;' i r. r' I. I,,lith.,(od c'utln<'c I iun rr'r}uirrnn'n(s shall i)('perntitt ed t o br Audi i}+Iir`d h)'O.7O }`or f r,uunt<' r.nt r - -� t;){,,tcvl Crit hill c; fr)r`t of In1iLl',nT;col FI11,I)ONLY - }'(II)I!lal-r'c} rirl,.(•c'urnr'c'!ina loa(J,,ati�untr`a,huidilts(]oc'af('(1 i+t l;x};r�;:r(' Jj. ' G Lahula!rel conrn" I ion t('yuil rnr ni;arc' kvwd nn t w at u!,li fr ntinm 0,C) of i Itc'ro+>f ntisr'tnbiv do:ld 3-1G(N«16"oc Ion'brac'e`d\('all SI M SON I IOLDDOWN\1/ '�S " U l AN't 11'OARD 5I l[',ATI I I N(; of,i All S I )i NG ti ibul:;i od(oillwc'I iou roquircilwilt>,to c bxm'd on a 12 " ri„l,w st I tl )s};,I('in,,;, For dif Fcr`nt ri(1;;l' ,> ATR (ALL.`PI iRF:ADED I.OD) ---- ----- ------ ret t ti!:;u in',`:. will;i tiv III(. t,ball(c`d\aisle”I) t h:`a )ru +rias e rtmil i )iter h('1tnt. __Pa Ft or/1 rw,s Nlininut!n ;rntb( r nl S(I Conrrr•n Nair,r+r 1(ki I - ` ANCF[OR. [?\-1RI;D111'N'1'I,F:NGF1I Oi' Sbr al hit';Sin' i I Rid'y'('.rnntr'r t i;)n 5},rlcim>(iti) 17_ If; l4) ? 2 1 1411 41 (in. o.c'.) t>u: Ntlils pc`r Su port I tul!i ,lir,! I r)U 1';'1 1.(11(1 2_.U(.) 1 OO . ANCHOR IN CONCRFII; IS 1O"\'1[N.. --. _--. -.- } -1 ------ T h 'n t lu' t,tix)I,u<`c] cun,h(`r of lwi , !e(?tli r'(1 In c'nc h ('nd of the s(r a) Is enua( i n 1 ttnd t be [rautn;[, FLO01: JUTSC - c _ - CiSi?Sl;\'ll SON Slr.'f I?I O.X�' l Il. 1,1(;11 � lei;n!' }x4 .;br�,tihin«' 12 21 / 2_ 2 I y � I � Iti ac IIed in arr•o1(lamer cwt II 1'11)It,3.1, t Ite ri(Iftr�1-I a , auvi add inial 1wIliI11.,iti n(,t me uirr(1. __- _ ) , s`LRi'NG I'll I'OXY ADI W,5IVFI L lxlO,tr l,trs,c'1-Sh�atItill' ]%-"l.'1 °; a L 1 1 51 LL Ill,'\1F: k,..<, ----_=--- --- - --- - ------ ---- ---- r. `,t 111( ti ,, coI'.11 t it i`,11"of in lira of .I !id(c sI rt)}), t Ilo TIMHh('r of 10x1 .1,,1115 rc(luiI('d in('a,b rue}oi` ' S}r,CUR[r,;1NCHOR, WILL }" UTA\L I l ; ,(I;ill t at )a11r'I rrl'tc`^, (1111.) 1w c'nl}.)r tiro ne`r`d Ani c`uvcd i Il(•I A)II t+trt}u!1111hr r of 8d nail~ in a 5t(,(,I SI 1,11). of I I,e nnnllwl I 1 1 u! 1"_'.d hox rrlil`z in r`;!('b(IIIc}of 1 he(ol!ar t io lwe(1 liol exr cod the (;ull(ttt'd rtnn!hO of 1011 b x ANCHOR }SUI;I'S 3� , I IOLF,1rOR I'.1 OYS'. FO1,LU\\ 1 - ,'.<n; �t,:!r'it: at in1('rn cdiat r sn;t1)ort in I If(' plies field (in.) w RinN[!lrn('TURRi?'S INS`TR CI I DINS. i 1. i-,,: \+;All`dn'a1IIiII!triIIliI1 4 h.of the corners, the�I 11.permtel er udf,,(r lore nt Iacbmertl i,(,( if i c`w(nt r,tAS l .Iw I), ast'(L - POU\TI)CONCRF.'1'i / I,Ihnl,r,t'd 1? inch. o.(. nail ,p,cin'.;as,aumos sbrathim attaulwd I o:rtud fr<urtine ut(•rrlhel ---------__.__.____-_._--- -----_-_-.-_-- - --.----------.------ I r� `_I I rte. MASONRY Fur 1 r.n!,in)'nt(,nth('t-,tail h 0.'12-(,--O,,If). then; it s}acit',`,shall hr` rc'r mu cd P)UNDr 11-AVC, No 1,of ( :I r'I}or paw'! ,i(Iilip t;a1c I,nvrd box uai, shall br p,`!ntit I:,d t o l;f`.tiuL;t it it( d f(ir t )ii lnotl n,! ,5. ---- 1:,1;1;1.1;:'cl n,lil spnriur.;ah`,uutr',a building lor•ati'd in h'.xposut c° R. -� ,` 2 STORE' END WALL SHEARWALL - 4,3 tmol DRAWING._� : '00o"Me ST T-,r T I T L F`j -az r7n 0, u I ()" N F I R`,' S' ETA I LIS FO N DATI ' I FL. PLAN LY D Uri , F�_'LE`A' IONS , N ' _E-iS 3 2 N 17 FJ J. 1 1-' J A N T v NOTE OTE 4- E L E T 10 N. S , 2015 LR.(' AMj .V ()'I flLP N.:','I,ICXl IN(()!,'!ON I H) 1!1\f R; CF NY A 5 SECT ON . __AKq NOTE�c__) , IDETA I LS F"'ETA I Lis 6 T) F'NERA N /--""TEQ- 8T r_,,1F1_`A TLO 7 GE I- Li U -:N, __j L J_ 10 8 A -3" 1 E"S D E A I L S 0 co NOTE 44,j#Vq ZONING 9 ABLES ID' ETA I LS�` ANDERSOX ,!00 SH UIS �Vtjjl INSECT LO UARFA: 17,14 3 S.F. ONVNLIPS ST ANTI) D001,ISSIIALL PE IMPACTR PANELSMAYffi: USlD A`) P01 FG FI ON I OR REQUIRENTEN,,rs i-o IDENI IL 1-JISE OFTRU-ISS TYPE CONSTRUCT](Y'll ALL GLAZ ING. SET", DETA ILS. TO I j\L FLOOR AREA: 3.388.00 S.I . 1,0'1 COVIE'RAGE: 0.811111 Lo`' g, ^ " .^" "^ ^ ^ ' ^ ..``',`".`` 1-1 . . .. ^` . ., .` . ^` .^. '. `� ., �,. . ' '�'-'� - ' ' ' � �� I I ' -� ' ` 261-311 SYMBOL LEGEND 1" rI'ABLIi, R�t01.�1.1 4" 25'-74" [ + 1 PRESUMPTIVL? LOAD-BEARING 411 5'_911 4" 51.31' 411 -0" 411 O I FOUNDATION MATERIALS NEW CUN STRUCTI ON - -- --- = - - I_:. _ VALUES I �O T '\I ' ' .- ADI-121044 D':YFR Vf�.N i' ADI-13074-3 NO ]T:1`-'� — - --- - r�TC ''!'t)�' `,\i, ' 1 STI",. r l.r I { LOAD-BF'.ARING D ( ) 11\111" v \1Oi` AAI 't+ rl ("It , AU Wil.1`i)l ti:\\!) ------- TO BF: RFI\,IO\Ff) v w ( 2'XIS" - VENT D1:5'I,R ------- CLASS (.)T' t 1.L,�a�URI — — — I rr Al lI I \r l 11 C , w.c• 7 1\Vo �r TL'iA'I FI,T!\T. ;uullds wr sr urtnr foot) �" _ - — — ;., j r., Q7 `))1' `l.Ul:: Ih(' O()1', f cFI�1 r)_IZI'c rl.Y ) I I she lvesl„lbovc° M 0. EJ�TS"F'G S'I h�1C`I UhF; -- ---- .� Y to I'11'.('f( C1ZYS"1`;\LI,IN[ BEDROCK 12,000 0 0 cr - —----------� ! I�`(I.k( BA NB\'\1 CONCI:F;7 S1T)i\�ENT'.vRtANDIO}.,Tr\iF;DRO(;[< 1,()O() oo N MUDRI\I. 3 T)ESIGNATFS J)FTAII. VIF,\'A, - , lay. �> { SA'\[_ GRAVU ANL:/OEZ (:E \\F;1,(G�ti ,\NJ G ) -3,000 5 sho. �N ,T `� SO � „ � '�7i)l 1." STL. PLT. I�I.USf�;H��' )2"XlO" \\ 1" S`I'L. PLT. FLLI�„ }ID . 6-9 I �— I)I ST(r?`,Ari.S SIiI I',T NU�1B}a.R SAND, SILTY SAND, CLAYF�Y Sl1NI). SILTY —_— J X- # ( ia\\'P;i.CL,%\YI?Y G} :\VE}, �\'\',SP S'v1.SC.G I ( 's' — — >' — i — — EX, IL_C❑ REMOVE EX, (. L.00 ) t ---- -- (” )�'X�" -F `,2) XIO" Li'.,(,E'R (.ABVD) _ EN RY CH'I\'INET 1L\\111) GIC) — --- I - SII f sFEPS ____ I' CLAY, SANDY. S11,FY C'I,AY, (I,AYFN `;11.T, D1;SIGN!\TI?S SECTION VII_',\n' Ul 31: — —SILTAND SAND') SII rCI AY 1,500 3'-0" _ ADH 674- r X (C1,.\'I[,.",11}, nNl)CH) s ::'I I _ — — — _-- I;X. \,k`ALi.,S 'FO II1).ADH2674 �/— ADH2674 (')I '^"X1] I;.)" I,\'1. 1IDI [;-)VI'} �1 3050 w [:, _- _ - ---- - - -- - - -- }'> I I I I PF Tei AIO\T �D o _- .., : -- --� ---- DI,SI(,NATI'S S[I1,I,) N[,\. .F1 J - f [ a.VVhc rc �ni!�,av r('nnit_d It\'sc<(-i(', MU 1,1. 1Im„ !mv;)Iit(,hc�arinp,cii rwil ies oC nf'thrsnil ,h<711 he );ut ;( Ihc'rr,',tn,urud;tl um 1 X O I — — — — I (L)L ` . I , .,: .i'} 1 I I '' I \'i. I iI:I,(.�! p #:'� i' (2)1"`ti "I IITD1� (Z)1'`i IIT)[ — — _ ('� ^ J — — —+ I 4" P.C, X .. L J GAS F IREPLACt; f '' o I r„ rih, r i_.)- ;- I1 1,,r,/I(P' f' FX, , ),.\VN,w t I w ImiIdiI �of'('iuji iI e6'11 train,: thii in-t!.ic,_ snip,wit II A,I at l,sae-lhl( ti N v � L — — — — � ,, I �� n I I � I I iI }' N !' 1 I PLAT. N I r <D IDIJAL.) := v�ll itlc'rtpitc!t, of-I,,5 !II'm 1,50!)i1,! ar lila 1 t1)N,III t'scut at- 1 hr'ii c'. ch I - + I I I I x O :'i 1'(,i[ i -_----- till,idlowlilrlc h(;1rin};r,t!r.(il}' .!,i1i!]v dc'trtntitt;'r!h} it r,nil pit itiutt. W I _. ` oo ) EX. \\%Ai.1,S TO I c\I I m I 4" 11'-4'1 4.1 B}: RF,"OVr.1) _ _ NE�,V FAMILY Noc I I I I I ;_ I{,X. I.I=i CHEN Cu If O I _ _ x - _ -r jl -} s r LC') �,IN(\ I X. (�ARAGt T _ I i TA1:tI,E R�IC)� 2 ") I RCJOIV3— �' N 1if-, i --trI�r iI f 1 MINIMUM SPEC] TIED CO1�'IPRES SIVE STRF,NGTH OF CONCRETE T E ---- I °� N ti - T —__—_ --_ — (2)`2"Xl01 W 1' S'TL. PLT. FLUSH MIDI I (2)2"XIO' \V i STL. Pi T. 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I - 7 `.-- N ' 1'11 Al"I:\CI 111)1 O}iI,PO!'I U A.ti I'1?R(;C)DU.. .)I!iN = ._`_-LIQ. SI,C. ILlU1.:1: ('UR f 11 i(';\"i'I. SFa Ch;RI I'r1(A GII'U[ i Ol, li(:Al)1,1 5 AS Nl':(,l.S`�r\}). { \/� I� h ��. . (A"I SI{C. R'10�?.-T: AIR 1}?,1k�\Gl; SF(i[)l�"I:111, S!11 r. � �_ \ p,�, I -- _ ,.- f .� Ail.I'i.Yt\'001) Si I} .AI'}IING SIiAi,I, 111 CO;�'TINUOUS - i- - --- --------- Sl;(.. Ear.I.i.SIPAI'!G ' l;-I-AC.iORAND SIiG(' - J L 36" HIGH \�(i 'li C co :w i PMI Si 11.PLATI 'I OTO O1'TOi I IAlF, PI?i[IND AN1' - C � \ _ / I ` � ! , MAN IMUM F12,'i ti'I RA'I ION U FAC'.'I OR. 0.35 (VF.R'l. ['l NFsvz,11 1ON) '- IH,(YNDARY ROOD SY;�1["NIS. GARAGES, OR)COVI-Ti) � o `� � �O , CC. J' HANDRAIL �► }` ,� o I V,cttlll ; 1.1r\NI\1UP:1 I I.N[ S'i'RA'f1UN U FACTOR. 0.15 (SKY[ 1GiITQ P01.(Jl S. (i.IC) E NL'11I 2 X8" f�T<� *- �J i P I p i N1?\\' , „XB.. I, , 2, c3 I \ v 1 I �p �EHIV.q� ti (n, I G" O.C. *- �1 II ,, (ti: II \� " �� , �, " \ 20'-4" 411 �• �- src... 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MINIMUM 1NSl''I,ATION AROUND i'[['1NG. - X10„ (2),,,,X10,: (�, ")i[0" - - - -WA'I U :\ ON K !I:\if 1,6A11'R,.�4A. .1 UNi\\Cl S1'Sil.:^,1 AU I U"1:11 IC(.(!::\d'i'Rt)1 S - (2)�"X10� (2 ''XiO' 7"?�10" c_- - (2)?" \ ) L--.-.---- --.----- -- .-- SIT. }.1.),i., 1 i ll.,l l l D\ti.\I 1 h(, L( -1. I 1 �' , r P,; , . . i, ; `ANI)) U 5. . . `S PIA". 1i,NU ' ON I '( S'I' ) i; ' R[1- ll i.;' I I �1. i l.r\fI t.t S(,(`SO1... .\NI 1[_„Il. Its i I r\(.(E. II 1,,,.. n..t,\, l J., h )L ( f. .\ I ` '_....__,__ ADI 250 F\\%GD 506111- AI)H3'."O AOI-132:,0 F\VGD 606!11. \ AD11323(- ACC1 SSiBi,1?. L- -- ---I sUC. R403.G: '\11'(lIANICA1 VUNI II.A'l10N - NO N1.\\/M I J iIANICA1,Vi,NTILA?'lOX. o / UT'T'ER DECK SF('. R103.7: FOt�IP\IFNTSI/TNG & III FICIENCYRA1LNG -1\'1AVR(?UII'\ll'N1 SIIALI HAVE ANI,U1 iCiFINC`t RAFING r " / I 1 XG WD, PLANK I ! E(}UAI,OR GRFAIURTI IAN 1111:I\1INI1NIUM R!'(dUIRh1) 1':Y I'1tl)I:RA1.LAV I()IZ I'1?IS 1 OCA'I'IUN. ❑R EQUAL - Si(('. R 103 R: SYS I'I,11S Si,KV[NG �1U1:1'll'Ll.S\\'liLI,INC UNFi S NO NINA 1111, S"TLI,LNG UNI`!S. 3G" I11(,I 111;1ND!(;!J:\I°')1'::111 o I ' SU.(:.R}03?I: S\'O\\ llla:l',1\D [(:I( Sl'S 1}?,I CONTROL'S - NO SNOW NlFll AND 1(T, `;YS1'U,11S PROVIDU,I). 1;:11.' 1-1 ; ','. O.C. ti `-[T 1-103.10: P()Oi S X iN(,ROUND PFRMANI�N'1 S}'A I.NI?RGY CONStJP,II'1'10^: TO CO\11'1)"\V1 III SIT. R 103.11).1 'l1IR�)1'(MQTC. R110310.1,11 - f SI.C. R-103.11: PORT ARI I: SPAS - NO I'OIR I AIII,I?SP:\:•� f Si:C. R IW1.I I IGI1'l I N G 1'0111I'M I N l' 7,11NINL IU-1 7;i' Ol L1GII I I N-G'10 ti[?I I I G I 1 1, F1CACY I!\,,4P`-'. SUC. 1-101.1.1: 1 UP.1.GAS LIGHTING 511:11,1.NOT 11AVU CON i1NU0US!Y I;IJRNIN(; 1'1 LO'! I TGfFl ti - NO 1 O1?1 (;A` I iG[r1 iNG 68'-8" ' ! SECOND FLOOR PLAN NEW 1 1/4"= t1_ 1 CONT, ALUM, Nk\,V C1111\'WIY FLASHING CMR-iNFY - �> I I C) CONT, ALUM I ' TOP OF' I'IrAI<' FLASHING CON 1". RIDG1� \'I?NT C) --- --- 01. O 1 F A K-- I 9'-0"+!-ABOVE CRA-,, 12 CONT. R}1)GF VENT' 1 J `V — -- 12 �5 2`)' O" \}>OVi' GR=11)1; ! (. 5� CONN. RIDG \'1 N 12 �5 I ' X12 5� i 5 SECOND I�LOOP. PI-T. H-1. - --", 1'-0" — REMOVE EX, I 4 1,_0„ CHIMNEY t;R1C'ti '1' 1'-0" tii C'C);^" :) 11 O(:)R PI I . 111 . ! 1 -0 i O.C . O.I l. 0.f I „ I 0.11 3G" NIGH I IAND/GUARDIZA.i L \Vi BALLUS"I ERS 04" O.C. 3G I[1611 I IANDi GC?-1>;DI'.'11I. 9 — \rV/ BALLtJSr1'FRS Cc-,�I' O.C. --- / \ �t�111_111�11' 1T12S1?CONO F},. 5 � M _ C / DASHED LINE INDICATES \ _ -- / -- __ �� __—__ 1 _ -.----_----- I 12 - GARACB FT.. PUT. NT. / EX, R❑❑I TO BE REMOVED 1 I --15 j 1'-0" I I r� i 6„X6" TREAT 'E \' vl?"G' ; ;T , ' I 1;1?\i( \%1 I.X. 6"X6" TREATED _ CI 11)51;. UP o O.IT WD, POST - 0 00 WD. POST ! CTYPJ I i 1011 al'Ci} I{ i 1'-0" CTYPJ i (>.11. C9 LIL�±__I i 00 _ D o A\HF-ri L.INE INDICATES ❑P TO BF REP _ ) I i `? I 1 RST FLOOR Ll _I — GARAGE FLOOR GR\DF GRADE " 1 - : I .......... .' :.. G:C 1... ..... f;:\i .,(;i F 1 t)C; ' - GRAD1; _ O SFIF:I) LIN1 INDICATE`, ( I c� FX. FN D. I I c`' / VINYL - - - - - - - - �- - - - - ... _ Lll� - - - - - - - - - LJ M F` L c� <. `r_i I ` I =� .. I ; — — — — — — — �LATTICE - - - - - - - - - - - --- - - - - - - - - - - - - - - - - _/ - � - - . , . 3G" I-I1(;TI HAND/GUARDRAII. PRO\'IDE 18" DIA. X 3G" DEEP 3G" IIIGII BAND/GUAR1)1\'AII , \Vi BAi.LUST1'R" CuP4" O.C. P.C. PIER FTG. (T1'P. FOR 8) c. - }'1;OVID1'; 13" MA. X 3G" D}:(:P SIDE ELEVATION W 1)-,i 1,TiSl�i 1:., ',�:'4° O.C. 1).C. PIF,[: FIG. OLZ 3 - ( ) SIDE ELEVATION NEW 2 1 CHF!"'INL"Y PROVIDE 1" 1)1A. CON] P.1 DGF, Vf--,',N'J' G,%,1 j'I J, \TN !' El OiN ITAK, 29�U4&AH( VL C111.11\DL ROOF, COMP0STTI ON: 10 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMFOWNER,To SELECT COLOR, OVER 15#1 13LJILDING FELT ON 1/2" CDX PLY%,V0OD SHEATHING 12 12 — OVER ROOFRAFTI.,IRS (RELERTO FRAMING PLANS FOR SIZES &,.SPACING). tonal PROVIDE 36" STRIP OF WATER/ICE GUARD AY BOTTOM 51 15 5 15 INTIATSFCTION OF ROOF& FASCIA AND IN ALL VALLEYS. ONAiM R RII)GE VEWS: TO YLI-1, SHINGLE STYLE RIDGE VENT MATCHING STYLE & COLOR OF ROOF SHINGL],_ $„—I SECONT) F: (XIR Pl:k rr, INSTALLED 151 ST'RIC'T ACCORDANCE WITH MANUFACTURf_'.R'S SPFC'S. (TH. I OCATI ONS AS INDICATED. REMOVE EX, CHIMNEY 36" 14 1 GH HAND/GUARDRA 11, COLLAR TIES: lid H 14 OW N FVV INSTALL, 2" X 6" COLLAR TIES 32" O.C., TYPICAL AND 16" CIC @ W/ BALLUSTERS @4" O.C. NEW NJ-,',\v NFAV CATHEDRAL CEILINGS. I L SOFFITS K, FASCIA BOARI)S: PROVIDE' VINY1. SOFFITS "WITH CON] INUOUS ALUM. OR WNYL VENT STRIK FASCIA � I � ! �! { � + I i , �{ � I� !� � { I �' !; I� I ( ! II , � ; I I i I � ! I � I � o BDS. TC) BE EITHER CLEAR PINE PAIN11' 12 PI NI",WRAPPED IN ALUM. ,D \,VHITU, OR 4, 1it 1- L SIZE 0111' FASCIA BDS. TO BE I" x 8" WITH l" x 2" ACCENT BOARDS FOR GAMES. 0 CWFTI__, R�RS LFAI)ERS: REMOVE EX, _5 PROVIDE. 5" DIAIMEIER ALUM GUTTERS K LEADERS. LOCATION TO BF, DETERMINED IN DOOR , FIFIL). PROVIJN,: G" SDRUNDERGROUND PIPING TO DRYWELLS, CLOSE- EllIF' i �IF 11� J! I'll 60X6` TREATED WD, POST-----�_ LM "'All, COMPOSITION: _jE'V N W E NE\V (TYP,) IL== 29, PROVIDE N`i_-A,V VINYL SIDING COLOR, STYLE AND EXPOSURE TO BE SELECTED [___�C�C El HLJLJII II _ BYHOMFOWNER, PROVIDFTYVEK HOUSE WFbNP BY DU PONT OVER LT" CDX _T 77 F I 1111 PLYWOOD ON 2"XG" WOOD STUDS JG" O.C. WFTHR: 15 BATT INSULATION "j, =_�J, � � I � sn"I WITH R:5 RIGID INSULATION & 1/2t'GWI', (INTERIOR FACE) � �� !,I, I i ? � III 1i -=� TAPE K SPACKLE (3) COATS AND PRIME (1) COAT. h I i C� E�l E�l I I R F F1 mv; E 11._n,I Ad _,D_. 1 = 1i i I< 07 1-1,0OR CO"NIPC)SITION: RI?[ ER TO FLOOR R FRAMING PLANS SIZES & SPACING OF FLOOR-JOISTS, PROVIDEI�1 L_ ❑L �i' � Y GR,,\DF, -1 (1) LAYEROF 112" UNDFRLAYNIENT IEEE= 3/d" PLYWOOD/OS13 SUB FLOORING WITI GRADE PLYWOOD ON TOP, LAI) ALI. SEAMS. REFER TO FLOOR PLANS FOR FLOOR — — — — — — — — - - DASHED FINISHES. ALIGN ALL FLOOR ELEVATIONS. CD LNJ)1CATK VINYL 0" NJ). LATTICE FOUNI)ATION CONIPC)SI'FION: Fx. I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — - - — — — — — — — — PROVIDF, 10" POURED CONCRETE FOUNDATION WALLS ON A 20" 10" FORMED, 10\11DE 18" ,)IA. 11 3G_ DEEP P�0vfl),!�' '2- 01 X "p _k' 2" 1)L.I. X 3G' DLi-T IIN i I ( I)Li KEYED K. POURED CONC. FOOTING. ALL POURS TO BE FORME.D USING WOOD L P.C. NER FTC. RYP. S) FRONT ELEVATION P.C. qFR F!a f PYK 2) Pk. P 1 PR 111 (T)T. 2) OR STEEL FORMS PROV IDE N/IASTJ C DAMP PROOFING ON FIXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. SI,AI3 COMPOSITION:. PPOVI D17, 4" POURED CONCRITIE SLAB WITH 6"X6" 10 10 W.W.M. FOR Cf],LAR AREAS, PLACE OVER VAPOR BARRIER AND 6" TAMPED POROUS 17111. NEW CHIMNEY C? CON FAH DGE VENT I 0�1 Oil' 111-l"AIN AllO VF (TADE APPENDIX .J ANALYSIS AII\VoRE S1 LILL CONIPLY 1VLT1I Sl' LATKATOT.ATOG1. ALIO,I ANDAL 105 OI'OUTHEI 2W5 IM. ALAITATION N/A SELATOah (1171\1011-PROPOSED"ITIKSHM LNOTCATATME FXIS! INC; SECOND 1-11 00i\l ITT. LE" PE,RFORNLIN(l, OFTE11', 1AUILANG: SHAf I SYSTF,'d 10 REMOVE EX. 8" BECOME UNS,WK ILAZARIUMS. INSANITARY OR (WFUUADET)AND SHALT No '! CHIMNEY — LESS RANITIANT. SEC.AJYalREQUIREMFNTSBY(AI ECORYCoXVoRIS ALA URAL IONIC)(,(-)NJ ORINI \VTl I[ 1HE.RF,(A7HlAIkNI'S(H' SFL 36" HIGH HAND/GUARDRAIL SEC AT MIT SMOKE, F1FFR I(HIS - SMOKE m mmRsTo BE MI)VI DIM Ali PER SEC.10314.1 VV/ BALLUSTERS (,V4" O.C. SRI A-1102.1 REPI A(TN I I AT\%1 IN D(AV S - I()('O\LPI Y \VI Iii SFC.A.1102.11.1 HIPOLi(Al A.H02.,I,'i E:0, SE A.1102 LNIF14;Y I FFICIEN4, - RFPLA(TAI!'.NT\VIN1EO\V,`i]0(O\IPIY\Vf I I I CHAT'PER 11. SEC AM Oat I SAI I FY G f A7 I NG (:LAZING I N I LIZA R E()t S LOCA I IONS 11)COM PLY\V I AT SIq n I&M8, L SER AJ10Z`1a ENUAGENCY ESCAM!k IRFSKA(WEN INGS CONE ALUM, FLASHING SFC.A.J102.5: FLOOD 11,17A101)AREAS NOT AP11 RAFAF (NOT 104 A FI OODBINF). cl) SFL AM Oat? I TH-)I\:At LNII A L 1 LRN,\I I V I�S -No I APPI,I(:A HL! CONE ALUM, FIRSFIL Pul . 11 ! . S I`,C, A-1102.7: 0 F111';R Al if ll,N A 11%Ul - NO I APPI,I(AT fl-I DIRECT FLASHING RE_MDVF_ EX, WINDOW SU(I A.1102.8: MORE] RFSTR,WEIVE. Rl"al,iIRIAMNIS - NOUAPPI 1(�ABLF. VENT Cl-OSE UP TD MATC REMOVE EX, D 0 0 St'.C. :1.1102.S1 I FA'1'URFS }\'('1'1 1)I' O ('Of)1 1Z1(()1f1RFN1RN'l S- NOT A!'PiJ('AI'1 i. I \ — CLOS P IH 12 2L — — — TO M CH SFC. A DONE (TNU',I?Af - AS Of UlCIAI. SEC A.JIOdE: (;I,',NU.I'AE- No ! APPLI(AIII.F. 6"X6" TREATED SF(I A.7501.1: U] UNIF.NIS -TO(k)NIPLYvVITH P!'0tJIRI NIUAIS(_H WD. POSTCJ I J]"NIV, NEW vw� �7 SEC AA5020 (INFRAL- No IN(]ILASE IN IAIkNTOFNoN-(X)MPLIANCk OR NON (.()NUONNH IV to LHOSU:I,)F0iARIA!!.N'Is (TYP.) NIAI UID NOW PRi:VIDUSLY EXIST. C) 1____L---j V l ' 1-1:'l\'All()"4-, - "()IZKAI:f,'Al,l',,SS'llif,N �)0';,,C)I, D\VU] LIN(, LINTTI V �!Fk . SFC:. A 1;101.11' SI kLIC:111RAL - S I Rt:(:'PLjQN1 XNA INK CONDITIONS J4 SLC.A-1501.51: NLA F F R I AT S A14)NIL' F1 R W S N F"TY I N S FA I L 10) F I T(71 R)f CA 1, 1"Q tj I P\I UNTA AND\N1 I Rl N(''10('ON 1 IN \VI 111 CHAPTERS 11 T1IR(HqAf `E;. SI:K AJ A H a 2 ATINI R RA L A%I C k EX I ST I NG SUL W I C:I'.NOT LFISSTI LIN 100 ANT Ps. FIRS[ PlAW111 SIC. AJ N L&T X1311)I F I ONAL ILL TFNI UAL RUQL`I RE'AlP_N]S - WORK TO COMPLY kV I I I I SFC.. A,E>01.5. 1 111 ROL'Gf I SRC.A-1501alf) EX. C.E. S AX501.5.3).1: 1 N(]tb FT)A IS AS EN(I,uSUL)AR FAS (DI WR I I AN (TOSUTS, K If(:l I I':NS, RASE A I XI GARM I zw ............ ............ I III INVAYS, I A 1:N I TV ARFAS A N D BAI I FRO 0 NIS S HA ILL I LIVE A N I I N IN I Li"',I Of�T\Vo 1)L!PLU A RI o�I I"I[$'If",S. ............ AT SPC.A_ 50 L I A A KI F(I I F N AN 1)1 A 1,1 N 1)!,Y AI IFAS - KI I C I I`,NS AREAS SI LA El I I AVF, X10101.11LAN TWO 1)I TT,E X RI (.I I"I'A Ll \VI Y!1 ANI I N'I%11.jNI OF ONE MJPI UA DUPLEX I TA('I!� Oil I I E,'E, INSTAL I DASHED LINT'OUILUI IYARI -!UCfL1 ED ON INDEPENDENT(:1W'L'I I c? J __J L SEC A.15011al (TOUND IN I FRELIP1 [Oi� - (,I I'S E0 PE, INS I AfE F 1), �_T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SRI A3501.5a? LI(;I ITEM;O1JTLU,'IS' - I l(;HE IN(; OLJTEU`,'I S PNOVELAD AS RUQtjH$UD, SEL AJaWTIT CLFARAN('F FOR El F(AII 1C SFRVJ( is L"01-11,NLE,N 1--il IAI 1,PI AS 1141 ('HAP 3.1 11 FROi,j(;l 1 13, SE'(',. A.J501.6: VF.NTI LAI I ON - N LIN'! I LAU I ON AS PLI! SI C:.V3PROV I DE, IS0,i. L D 1A. X 33, DEEP REAR ELEVATION PT. PIER FTC1 (Tn� FOR 8) Sl0AJ50L7: CFHJN(;IWI(JII Lz� SEC A-1501A 1: STAIR NN"IDI 11 - No ] APPI ](:AT')[ U, (NUIVt,,,,SUA1U,N I No '! HIM 1,IM IT SEL AJ50LKT SIAIR IMADROOM - NJ)TAPIq 1nWLE91AV MASIOWNT NOT HAIIIIA1111). SEC'. A3501.8-3: S[AIR LAN'T)IM; NOTI AHTUAIA F. I HAII I'l AIf z-' W 1 NDOW NOTES Pk' SPEC j F I CAT I ONS1. 1)01;Boo,AH,F I O()RJ 0 1 -)']S I-IN PI ' PA RTHT()NS AND POSTS ABOTT". y. I'llis WINDOW MLISIT31ili MPIaRII) SAI+IYG;AS)S S I'A I 1�W11 1,OITN I NG. N (A,Wk NI I FA S 1 (I)W!M X AV UP DC X W, IN FAVI 11,15 1 MY F SKM I b OR 1 Al I PCFNCY 2. ALI S'I RUCTURAI,CUL'S'l I 1A I SUIPOR I ANYI ILADERS F"_i( AN I" I H 1 2015 .`-,LC. R310 MIN ()ITJN!N(C ()1, 5.7 S 1XJ 11TC. SHAH, oF StI]IN)RITI) DO\,VNT() X, FOUNPA I ION, I`](,S. AND 0 H IFKS]Rl,�C'HT'Af, S'INIPSON'' CMS!,C16 S nwm to I MQS u'( 5 0 SQ K h r 0- (MAOF IXVH "I fl,N GPAL)k]0 '�110, IS Ll,�S I I IAN I 1 01, 1 1:S�,) W/ i2 BYARIN(; ON M I IN,I`1111_�.'J IN r�I H h fG1 if 2,1" AM) ,Nl IN I MUM M] TVI 1)i I I f* (ON T" i I ON \V11O INP H) C I PDFP-)OR I 11-�AI)l R�, A�, N! CI 2-JGfI COMMON \VAj],S 11 it) SPIIJISON'l rlIIDG - NAAS G" OS. 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SOFFIT 2 3 1 RAP', P)1\PI I NG 1,i X V1;Nl D AT'I'l US \V I TIT ;%I R PERM 1"ABLE I N'SULATI ON W/SOI 1,11 VENTS I NCLUDE 1,Al-ITE ADJ ACENT'IT) SOFFFT AND SAVE MAT DF I 1ADERS& (01 1 VENTS THAT EXTENDS OITR INSULMON (ryp.) S['T NO I F 5 M i,`� IN.) CONT, ALUM, NO 11 : SIMPSON STYRONGTIE TOP OF PEA T- LASHING CON 1_. R]DGE Vh',NT I 1URR I CANIF, 'CLIP f 17Z 29W4VABOVE GRA 12 Af)IIFYVk-,'I a BlI NS (111 ON MIZE! S1 1JD MAN R'S ")ITC I 1ICATI 5 R, RAFTER 12 chw"4"m h 0 AM41w �Dl ATT I C �VAI 1 1) LIMITFD S I(MAGI', H I I Ail r.FIT, S I I ff tlao,� will SECHNH I) UM P] Y H1. 'orw ilowIll'! 'ood 1'-0" L�lwldl lit, NFW4" STU) W,111 4 130 BA!T Ilk, TV! P I PROMF 11M I M& INSU_ Of chi -Oil O.H. 1 41 1 \,T/R',APB'Y 1W PONI'OVI,R 1/?" (I)X P1,1'WO01)ON 2"X4" :36" HIGH HAND/GUARDITAIL WOOD S'I()DS' (n�, 1G" O.C. C'L lit�.d� (2) 2„X,1” rOP Pi A I F W/ BALLUSTERS (,�A" O.C. 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MN J,S MM p :I 10(l Fox 0 I?R,'): of 111f)(kill"', (at In-w-e vc�lll pallol) Wmd amm" Q W"X R1021 ol 2 "Ki I IWOA� Face fail 'I0- FOOT NIP"AIN 11\1(�OF 11 1 i F"GI RFC)U I PEE) MONG FACHI Fl?%CI-D V,,'Afl, E,IN't TSX RKFIiwt� I each IG" a(. fit(-(,nail I0- FOOT "lt,VAII, HE tG1 I E 1-,,(1 1),Jl: (2 1 x 0.113") or for joiY, to(,llclil -------___ 2 IWACFD WAIJ, joist~Ill I�it)pI i I It, 31, of 112 U.I I�i o I MF;I I F 1)"', :1,8d (ormillm 1/21, X OF, In I WMATI",DF�sl(;N it Ir. Ml�!l!(E), �`H)d hox 0128"): or F'", 3112 0.135 1 lye Imil V:'I IND SPI F 1) �11 CAN 1 9 A rW KPOCINK IF; N11 11 HE)GH IAVK \VS�oph, (A INSUS a I-S.d rcjwm�n (2 1/2' 0 Efl") ol, mul 1) OFF I PKA 11T mill, U�l P1. CARIVJoisi nal to I m-lumi to pumllul ron", ht r; I it)(] hox ("", \0.128"); or 16 'I of)of hot tont plat e I o sI fill 4 IOd hox O.12o) of' -------- (7\+-r Im"ithms pop Spubmis RMT3 L M)112 5 !NJ;onirmlii Q l/W x 0 1620: of, w!dFahIp I "I" X 0.Ki I" nailsWill hox 11 1/21 'x CAI-1,5") und nail 2-]lidcollillion (31"'1, " X() 152") of ?it To TO 4 0 Uf Coilil!"W""JoNI not at tat hpd to v.11'lpv 3 10d box 1 3, x 0.12,W) :or 4 Wh 1,02.5.]1,02.5.] 0)) We nal! H)fi 105 R0 5.0 OWNo Inv MAM4 MR A I inclRM3.2 _iox (3 <0.121 '): fit andTithIp RMAKIATI 17 Top Fiat at corm'T and Face nail M 1151 1 hit pv"l�ct ion, 2-I I(ill com timn ('i 1,12 x 0,1 of 5H It; 165 95 80 I tie I o v�lf'l ill. I'll.(, nail (1]- 1 1 1` '10 Fill-\ (3' ,, of -e ll,lii p�irll rafter pr 3 3 x mr W,, PA I sl rap I o I afl(•r rommotl X or I In-acp o('acl I stud tind plilte 3-8d hox (2 1/2' 0.11 3 ): or 10ce nail ? f`ld (oinmoit (2 1/2" x 0.131 ) of i,5 5 1 5 I 3 5 'i Hill Nix rads 1/�_l \O�1115 sJ20 G R;llwr of rent,I to JAIIe 3-1('61((iiiii1toll Iwi!" (IV X 0 HSI AW ((If, [),III,,oil one-,ill(, I!](] I I op 1��Iil RAW Im\ 3" x R1281 :of W 8() 7.0 A Hd hux X ll ran oIWWv Wdo of forh War oi- W 200 11 .5 9 5 1' :t 6" rhea!1 W o eml I ho;fri I i� -8d hox 1/2" x 0.11:!'):or Fan!nail d If 2W) 5'5 10) 12. I-1 1,;1 (3 1 x 0.135'; : of �_,-Sd corrilim f 2 1/2, X 0.1""I of 50 1 L:5 31.5 010 !5 5 3-1()d commloll (:', 1/2, X 0.111W) lr 10(1 hm (3"X 0.12W) or W) 3T5 M5 2 1_5 10) M W r m n N s to it lown n, 11 if r,ft t�or hoxx l..l:'(;' 7 :18d box 1,12"x 0.1 li ()I I o')f,I a Fret I o vii1lill[lilt] I id!,)('h�,Ziol ;d 1/2 ,Rl:15') : or 10 11.0 R5 5 I:f:,I-'rid :i 8di f oillmoll (_' 112' X 0.1'�Y') of I (:,l L,2' X 0.1(,2") or, x W and\widcl ,Ileal hiflf"to each hp;l!ill�!, N,\ (3' N 0128") ; of Face nail Nil I W) N P 210 17 0 1 A 5 ()d h()x (I',' N (11' V LL)4T,i4 444 -4 th"f) 1" X 8' 'ki Nil VV A-Q!, Rd 1!()N k*,! 1/2' X 0.1 13), 01' '�7.(1 21i) omwoll x Rl:?I") of C�I Nil 3�)0 tJ 11), Stt!+1 to Y tit; (w-,I rt 1,;�)(,)d common x an kr(e flail I 10d hox ('1, 0.1_'�,W) of 10d hox ♦I� 0.128 of ------- o.c 1,In "I'lif 1.51 15 W'. I i�d ho.x /`l'x 0.1"'T") W" o.0 f;icc nail 11001� 11 St W I n m ud md alml Op W ml A hm,v"hi,� .____�iLv 0-13-1 A A) woll (,of 11(�f" (,r III�I(pd\%,111 p:ml+,) o.(, Imenaii 190 D) G 1 Sit hox (2 1/2 x0.11:0; If I 21 MY to 111, toptilmo(wgirdor Foe nail + 1"M 1 o4"" N 0,If;- -8d nmulvni (2 1/2" x 0131 : or I A 5 I"i, o(. p.icl I cI foo f,lco ll�lil C,H I TE� C'> 10 Built-up he'ld"t (?" to il" 1;f"Idot v,lflh I/?" spa(pr) 3HW box ( 3" 4 0 1281 : or 19 0 %�) 1(x! hr„ (3 ,/2 3 l" 12" o.c.cmh Fii(r nail 'Q) JEHA1-40' 211) 210 13.0 11 0 </ 8 11 Fill\ (2 1/,l_" x 0.11:3') 4" ac. too nail hox (2 Fil-2" x 0.11:1") ; of- t op nail Un 22 Rim joko hand joi,,( (if hlockini-1 osill of 81 cl-limlioti W 112" x 0.1,'W) of- Fit R TH I Q? "d u(ifurnoll X of. cc UT Poo (ux qyhmmms al-,o) Md box ("I", x 0.128") (if' G" ox. too fail160 15 11) CO 130 12 lopplalf"I(I top 111"1(, IN!(Immmm 13 1.12" X RIM) I K" o.n i an,nnil 70 W10 230 13"i 11- !(�d hox f!,) : dys) ; of 8d box ('� I/:., X 0.11 oreka 3" ;0.1,A" nails ().c. f'licc il�dl 2,3 r x or �,niirbur(whm to coutjoist Face nail IM, 141) T Rd inn (',1 1/2" X 01,31") or ")(f 37.0 215 1R.�) STATES Double (of) pfoosplicellp forl`j A 1)� vilch 1(;d commcommon1/2" x 0.1{i2")L`) of' I Od ho\ C, x 0.128") : or (41, 11.0 110 25.0 7 L sri.mill(- hrii(ed wAl li -I G�I hox (", I "x 0.1,;5") ; o I Gere nail oil('itc('itc'h� h side of ('fill johit I'�10fillf)x (:1"XR(2K`) : of. 21 "ubtloor to joi-'I of kit'dol, Hill 1)(,\� L/2" x 0.1:15") : or Blind and nail 10 NI' 110 7 5 (i.5 12 '1"x fu+, side e!'ond,jf,it-)1) 2.101 (yrfamml Q 1/2" X 8162") Double lot)pi-of p"plice SW's Dr), 1)], of D2: 1 — -,if) Nil 2 LO 115 11.5 arld bracl.d line d 2 x 0 1 _5 3 20 N 1 1 5 170 -)III I fool & I )-IN]Flo.\ 1/2, X Rl:�,`;,) At cl�icfi hearing,,, fac(�nail J)p, oof) 2 W fimmin Q 112" \0.1(;7') 75. ? Nil 55 0 I 31,5 211 1(;d (ollill!'m (3 1/2" x RI(i,") M C) 375 p');ld or 1 ini.joi"I to joi,l 1 Hid box (3" x RIM") I of' Fud nail 1 3 x O.Fil, or Nail em If as Follow": 32" ac. ;?Od n"Illom (1" X 0.1S),)") : of. H)d ho."- X 0.128") 1 of. 2 1" o c. Face imil at I of)and holt out 27 Winn 2 Whimowl l"W" And. 2 OM cmmmm 0"x of Fa(:e nail it( ends and at ell(II H)d f)o,, (3': x 0.128:) 1 of ,plica u - I-Fill !c,< (3 112" x 0.135") of 2S lv,Qor si rip vq,ml ins,Joists or rvifm4 3 W timmim (3 1/2" x RIM) (-,I- 1 10,I !)(1,: (3" x 0 128") or At (,ach,joisl or rail(r, Facermil 2`.) ill-ido x O 128") - Mach olid, toe nail CODE TAP,11', EG023(3) MQUIRENIENTS FOR t,,N!001) STRUCTURA1. PANFI, V,"N.1, S11PATI IING USFI) TO Rl''SJSTVVI ND 1T1l,SSt_,lRk'S a,l),c, 11 I N HM UN I N:1 I I I N C,,I M \;',i I I M I N I%1 1 1 1(.[ la' R( 10 1),0 1 l,.M I I N,',I I F 1,N"A I I,S 1 1 V�IN \\%1 NJ) SlIffT)\'fill lip N( 1 f) %VAI L ll.%Qj CX AAF' I I \\'I 114N Ill lofTNM(1)]Ak I I) i 1,001o,'(l Ill M; 1 P.AM IN(; i FURAI PAM 1 \IAXIMUM WAFI PAN11 SPAN, SI I J,1) S11,V,I No; SI/F PA 1 1U;' - (Y'%l f . PATI \( 1111 UK N fl�\pwtlre(',If vry 1 INCI 1!1'.S (!N( m", a(;) 1), C 1 CAI (XAhM()N 1.5 250 IG 0 110 115 —Its) R_1 U0M IN UM I,!I i I I G Ci 12 170 110 1 (W I,,I Nil �!i�i 11 DTIl1F( I IN A1110\111, AI I) .C, Q(I Q.7 1:11:) 1.7; < I W, At UM; WI N1,11 'i 8d NAW� A I At I I'Arn 11)WIV 1, 11\Nll'i 1;,�Clf tit r)I ll!v, V; M; i i; NIC)PM: I I (F1 �111 not I ibleparhmi R-1,17 nW, A(FI) WAI Ai !,:A( I'D Xt PANI'l lof'A,ITPAN'! A. P;mol�,i ivnf�lh axis pmall or pipakAmKir to mItTmw I him -pipo"ImA diewthh;wit h slut],I110111"UMV QM 16 bl(THS OH cmovr Woll he aMbind whit 11311 Hidl, P; K_ I A HAI ru 1(i" ')In At ONG I Gd A I FAf-I t Ii. J�lh:e iS Oil •liViTIll Fr( "'Itip ;Ictilf�) tov"ird alld awa� ['toll,kiildill,'+sul f�ic,, ill a,vofdom('\v;ll S(.( lion k`.X01.2. litter�:; bl�l(illp ill HIA( F�j \VV 1 1, 011 1, 1 1.PAN 1-1 1,:INC; ',ll \11`1 1� tiA,(I joll Io(ij)2I IH LA C.Wu,)d "tT'lict ural palil+, ,%,it 11 spall cat in, ofH;or Wall I ,hall he p('rinki ed Pis gm all citral r f ti lollf'l'.\-,it If a ?4/0"pan I o illtl. 11"'Wood rated FG ac. !tAl NA I 1.1) F"(11 .`31)4. or 2; a( ~hall ho poi riiii!cd ;vs all;ill renin c to ImIlel vAth lri 21/IG span lot JIT Wall 16 and Plymmul My 16 an shall 0 used wit h 0 Ink In cid not I l()NAI IT!V'0IN.(_,' hes nn,crilef. f4fl I IH:i(;W tit (No Flo) 10IS! DIRFV I IA AWA,f i 1 1) N1,1 A N i,I Ill) Al I. F`AN�l TA13)II" R60210.4 BRACING' NIF"T"HODS Corit ifitious Sheatlihig "tell hod N, ()k `A: I INC!I -25.1 MXI CONNKTION CRY-FERIA METHOD, IMATI`,RZIM, Nu mmumn 11UNKS WCORK 10srenem, �J -7 le� f\i(ri(lrshe ithfiip,};+•r G, edg',s 12, Fichl FIljlr RG02""1(3) Com-irmousiv sheadiccl 1/2 uel ........... I tit(,I ior�,l if \/ar ins I f ('11pi Wood sinructilial pariel 4(t , (i" r1c io(,d Ill - JI LI i"I' JTRAt O. \,:C;'1_I(),L l., ")t.'! 't';,\Ti i (xcx)I'-To-\\E\I.1,, \.\rA} 1_-I:)-\'\, \Lt.. f h.t)ni Sflc.�1, 111r)o; F'1t t ac 1)111( tit. Requirements f t)1 ��',nc.l� Lr)a(��_ !Y t 4 1 F \\r.ALi. I'U FOl;lti'C�: 'I \p O S 111'C' 1 i T IOP PLA t l'. - y,. t(, T^ nu I I 5 ,, I RdCONINION !\i15 _ r,•: I, It u, ~Ir wl nt„. IJ. I IrZ[;t.tlih„ ('! !\� I ill I ! I ! (i” OJ'.(IN I-1)(,i" L• I IONLY r ! I I i I I I I i 12 I I 'I I I1 F�r I '� `� Ili 1 ( 2 ;) I ",(I:tn; ,r.,.l .,!, „•, St„I,L r'...I"III!II^,.I sl„tr ,l- I.I, .,.r(',;Il,r,. f/2 ^,,TIN. S'I'RU("1llh.hl' — II 11.)1 I (:11!. ,�_1Fz-��I —_ -- _—_- -- tea. 2r —_ — li --I,I - I I� x. ) n WOOD I'ANIJ, ,-, Rt1 CU`,!\IOIti' V141[i S --__ --- --- --•---= __- - ¢ i - -i I I r 7 � ! ---- x ! r, ” _1- ji 1�1_ la'1):IO-If_OOi'_i"S IF",1!il,l' (\ 51_.L I":' III, :\}(°llr)N Ii i I i1'!1)t),'n:Y J ! -- - _-_°1__('Or� Ititorior lt)r; .I I Irt)R 5'Il:'\I' ti cI CU^,1\1iJ^d I\'\1 LS!1 11. I.!J!)t)i S i'lt^•1' y f 1 1 Stl.ln 1'LO('I'iN(' f'I f'\V[il T� > 7 I-OP(iOF1 ., iIA'I!,1 PI.AlI(.)F:'•'! ! ! ),r' 11� nti ( I M, v II j 'I• i ti11:,..(1VI11)(_`, IJ.i._. i ).1)I)t)\\'' � .I i' }t/\l i UPS A I l AC.I l!':1) I O'Lt)1 ,) 7. ? t(;(1 COI\lrfc)V^.AIi S i" O.('. 5 PLATUS t;d ( (MMON ( I i \\, l l\P.1. ,IR ;1I.1 CI1PUM)FI) c , ", n r G" UC/\LO\i(-' 1 G 8 ( ,01,[11 PI CNK 1.d., Ll 1\r\I ,'V I 1'' I1.NG11I Ot I>NA( FI) \\'r\I L i':\ .}''l. - iO!)1 ,1NCI!'JR. P^.1 f)i\ll'�:i LL'!\Gl'f[ ( ,I �_._�� .. •I_ 1:a1'"I'1(I'S,\"T 1.'\('i,I'?)'i )'1'Oi i -` I , I l-)1Lf P!A'f F - - - NC{! 1 Ct)\r.,IO\i Ei' O( ALUNC, , . . ., a'. OF AN( l()!•: 1:� CONCP! 'i f'. lti ll)" 1 L,\ �( --- ° . a P\ LGNC[?"I'Of Eli?,\ ;I'I)\\':11.1. ^1.1, � ,(� a _l'--. .! ! (' > - PeIinlot(,I MIN E<ty O a ° nTi,!!`SON" ,!,I' Ijk `;l' 1'Il - 1(i ANCI101, 1'01 15 --- - -- - ' -- -- - - -- -- -- \ I AN('rr '1 I i(i!fti:%1(i i)Ir\vf.nOI,1' rOR LPUX1'. ! 011[O\\'1 1tn!\'UI '(:Ilika'.l:'s INS;IPUC! 1OV.' . T� BRACED jLL ANEL CONNECTION - ! f_ -i r iii .. i ,, i .l I , I ..,hlo"!rp,•,ill Shc;, u, k J. f .I,�,r'u ,,,n,I'.�,,, I; ! ., i ' ,, � ,S (.-.._.__ I � I , I ¢{_'A -j�,-�-��[[ �T- (�'V�. $ ` /�A�y O _E.� �1 �� 1. l✓ tJ��I�. .C-1 FET" K. 2f) 3 :; I I -1 Je,•x �../ �6 AJ[ .i f 0. � L $ ,.11 f1 A�� L , f ---- 1 . � 1 '!�, ,1 I i I;'i!,•r.I r:,•.•.` I,u"°F � II 'u �n, , I �' r•rr�,.n"..a'� .11 .{ i ] I f, i j I .',�el h„Ip t-,t, litl<;I., r,c I n, I. �..I;'�.•'!•' ,`•I��;,,i r I ,r T Bunts arr•Irwl`d 011 av,tanp'!r'tt'' tale•,rt,ll,•„ _=1,t.,un,�;1 - ------- - ----1-- - -----_-------- - ! ---� I '1;d)(11at od lipli f( t onrwc t iun 1 c({nir,'Inrtl+ a I,uildhl'> 1+1t',(c'(! in I: !n).,l''` 1 l�llnll�ilr�duj,lilL71 connr��'tiuul<'r;uir.ul'`r,l'.;'��a::llr' ;ncl cr ifin`;assenlhly dc,ui luarl 0( 41 l)5i F - N:A 11 SI M, N(; A l INT! PlMI' A 1 1 SU!TOfZ LS I fV 11 i!. PANi 11 11 I i,d (i or toad ill _ (0.W .x l5ps1” - )psf). It a alrnit' Ilio, a(!taall - --' I. FOP, PO()i' SI ll,:\111;NG \\`I I I i IJ`d ; P f:'l O[r I'1II, I 1,1\11"I; 1 H i.U(:1 Ot "i 111 I";Ol ' I . b( i+li'r,'a',rct h\ 1 nail al emll t n(! of !h('S! ,r!y <u:u,r rl, d I o !.:n , ^ c, ,' , I ,!; ITTI,!! 1, ,u INCL UL IN(, 'I 1 1r! 1 ON l.A(.I I SID!, OF ,1[k, h(_)0, I .1IN. TI '1 i ()OT l l l 11, 11 . I"')(;)./O vl roof as`,emhly, th"ialwLtled nnntl,r'ro[ Irliir, 1:1 I --_ !'I A(IIMI '`J'I' P! (,)Ii I IT'NJI'N'i -, .,I IALI !JI 1-`, ). I ABU /,"I 1.1) 12 I NI, 11 0 C. '-,;A 11. `,!'\( lN(:ASSt i'tll S SI TA I']I!No. X!l A: 111`0 1 GABL,.iiNr) 4_ R',\11'vt; A1i 11 ui'G`,\`d1 I'i! (, -U.9't. IrOI ('I•'.'\`.i l;'v(; ?,:i1,"•.lifi Rti \t. 1'f'Il O 'I; (; I i .-__-_._:-_.r-q_� ." _'.•_I' t� i -----__._.-._._.__..—.___.._-_, , r I ' ` NA,I , , ! ?) 'J`) ) r ' ().t.. ! L-._ .. ._-�1_..__.__.-I_ F-- T_ ----• � - r O.1.? 11[I \;\.I Sl r\t',I V(;.; Si!.\I 11;,', lel !)I IC' ' (' 1!i, Ill S MPPIA1! -- -- I c IAH1. I„\11,1)CINC110.( 1 SiAC,iN(. ,,.,SU\1tS5t!!(:\111IN(; AII',",II1)l0 � \. 51I I)'it)I IC) )!1,1,;,`,l'�i'RI)�iO.`,I . I?t'O` V1(f'i 1C)\ 8cl ( (i” or Ifwtl kn _. _- _ i s\! I l_'R."!R(iSS i'IL\\41`J(; '11' .!lil ! S'cGI !1I t; (1.':3 10P ;tl'..\^,lli`,i(; ",'1Ii11!'l.P.S\",.'1'1 i' (i 1;', O 0N`YAPPIICf-1Ij11'1)h'1'\\'!) 51_)RY O:N11G1-!}:^,'1'iONS': � } c I ! r\; ( ! ' I I al',nt;i>rar(�d te.;l! -(- ' (1.'f, 1 1{ .V;`iiL 51.1( ['"�!t SEi:'111 ltl L'I'i)I (;l t;'IY) 1 `\( !!! S 1%2" MIN, STRUCTURAL `_- — I _ ( � _ I ., 1'AHI,iL I!J; ,t !^'t.l: O.(, r.';\!I. P'\(.I:N(, A',`,Wdf �1!; ,\1'!t!N'(, 11 f;\(:ill t) LO CHIT a. t(t 1 s r'. ) 1'': On. !' I(OR STRAP d('O,1\1t)N V,111 I'.:\.1'N1)Ui S 1'R:1i' (rr, lii" O.('. ! R !, i rR�i!a„`,; FJ :\\h i\r; \'I L.^,1i11'i;`; t” f' (, !') 1 t)!i i,!>,', }I;. ;',, \` . (; P� ` T WOOD 1 „I\,-•I, i d ,1,1 1. , ti.\U. ('1.G .1'1'S "r' - _. _ \, 1 a"l !11;h1 �\( I r. , � (BHN -k { . r ti' U.C. U\' ! {)G1 _ - I 1 -•- _ U.lt! !;!1 \.\iI. SI'.',( ti,l - C/ `� 1 r r. qU: ir11,[l;:\1f1,1) �''!1!I c'„ \('lNG5 ,15`„.,1'11?A, ISi-'!i,l)I�Nl, itlt” \'11'1: ('V I.'';i'O'',I�RI. t; / Q U IL:\'110,, ! n r . i' ;!?I. b1 1 I ,i('l-�1�1f0" d:\TL,, �•" I(," O.(' L- uj � I. I. -_._t•.��---._._.--__ Iti,! (i 1`.`.9i',1(?�; �','\I 1,• • _ i I� t` ` C. > 1 xl tr �I �_ I r� itf tilt) Iif,Iri'd c.+,,il - j°i 1 11 i 1)t 1JN11' - ! ,- I I I I ! P,cl ),\,I MOI `v�J I S A'f S'l U')"l U lrl,(HN`n.::1`7�},:";,gRL,1"I('1 511 1, PI_`:.[i�,t`,)_('Orv;V[.':._1 1 )i`d ! I I! ! i ., - _- r� 1Z" O.(".. 0'\' ---- -----------------_____----___-__----------------_ _____-- -- I STA-(�� i ` I"•11'50'`, III)l'1 51)`S?.51101,1)')0W _- i111)ONLY ! OR S'iRA!' _ r1(O�1\1 ),`: N.11IS; 1 \ }f!')i); ,I I,,Yf' ��\/ T)IA?\i. A'I'R (All, i RI`Al;i i) i 0R( 01:FA.N A i'!.'1'U ITL%11 O,"\'1 f',! :ON"'' \',- � �•, I 1:. 1 �N Ii'),,. }':,,1(il{.D\ii?.\"I'1.1 'G"i!! i _ .- _-_ , \It -- -- - - - d CO1,f\1UN ^J 111 S('' 1(i' 0.( )U t\! l; , P \ ! O! ANO i\ (.O?,( 1;1'il', ll` it) a, 6" O.C.ON iP(,}(s I MIN_ UST '-dNIPSON .`zl_'1 J OXY-TII OA.l' I _.G Jr)rt;' bI,.r.•d hall 0 16 ().('.. 11-1,PL,\!I? --- r ITIGiiSf!„ NG1!, }.I'O\l'AUlIf,S1\'i _ ! I i r'.•. ” 'E. : I, A 1_;_1'1.1)TO I'10 Q n� ;i':"\) )I',' I'i)','1 l'''1)('ONNIlo,'i 10N I IO S1 +.11l:fl A\I('J10R, 1)GILI- I hd ( fi' oc tr)(,rl ill -- -- -.-. _ _ n, �I . illon;, I}r'.,t(ci taall ---- -- -�'y II -� (O'NI.) AITI I(.i.1!'! .. l-( - r \, ) \n ,1110RG(�?"15 ^'+ ': f)1.\\'i. 1,01_,i 1'0,1?.,OXY. 1 )LIO\. 1. _ L,, 1\_l(_) S_'1'.)I;)'_(.,_itif 4' - i'\i:LiFA("lIiPH,"' INSINUTl1O;\jS. 11TO;)li _1C)ISi - � :� :I "- --�-- lO!: i') iLAP- ?idCt)\1dON 'NAHf;C' F.\.i.t`;f)t)I( S1R,1P POUtZF,i)i 0\('l 1.1,1'./ ;,! W k fl'()h"'ol ' 0\'J I 1'iri('t)i,1 ,1Ct;` N\il 5 lI+' 0.0 i I I I O]-"Nf)\i i I c n:\I I NA I I 'n 1 .} a i C" O.C. ()IV' END �� -- EARNA1��LL 01\1 FOUNDATION tl?L()()�"Il' i'�T /-� I, ------ -- - --- ! "r T � hd (;O\111().v, N'11 L`> -------------------_-------_-__-------------I w...- a.IJ .._, I� i ().r_:. ON PiRTd „ }(:I' Nll- --- i I P l i 11 ,t , •, ,. I �l -- ;,lFl[}! C.1i .—_Il I, C,impr l-i, - --- —"_---._-- ------- ---- - --�------ 11u 1 r„t e I n r{ ,vaa L i-- •. =i.. 1I 5!( r It) !I \1 i 5 i \J, 1ti" (..t . ---'-- ( -t -_------ ----- OION NI)_\I'_I I( I�_1-1'T(,li_1\\,) `,l )1 \_(()_--1(-1,)_ _I.!'_)V`,): I L,. i 1'I 00!Z. 01 S'r .- - -- - I 'a' I 1 i = .{I „. �.( I f nn,tt , . ,! i�"'for 'cn•I r.u n I 1 r • �I—.—_—I�^. _•1�.— ---_ __ � I I'ifI „n, t,n,l r,l I yl .I .,, ! t I I , t ,.t - - �, O!; ., 1;:1!' d('C)\i\IC)?! .1111 (:,, I ,\. t..,i)U. ,PR,1, - - - - - ---- --- ---- - ' ---- -- - - - -- - --- - -_.-- - , .k. � .�' i I ,l.l 1 II if 2 1 -1 I I2C 1!1'01',.1 i..,,(;\`,' (t„C(, ON ` S r t• 0.11 �>\\\� III. 1 I ,11!01 INA I . I . 't; � - 3 1 Co(`c1 to _� f. or ANCHOR ' ', hl'a(.a!t>stll ,,?\,.1101,1,01 I S ')�;' f .� � � � -- (,LG .!'J`; ` _ I i _ I '. I } 1 t1 7 I!r M(,i,t.l 1. :i /l I I I OP I'i ATI' -_ -- ---_- ---- _J 1 ' is I . C _ G T 2 f inf; 1-17 1'.):1 2 STORY BRACED WALL PAIS EL � "')I 1nr) i' I 1ii I lH -!^ 141 , VGd11 S11c..cii_11iT1 ? Clrld C1nc1C1iT1Sg At.tllchment Requiremeas fol' Wind 1('. I 1 1 L __c_2 )33 il;i J:..'• I 14 i I �• Loads 1',X 7osuJ'C i ( !\"I'S'l�lil)'1'U }r`_Of)!�:\`i51_'_11iI.1"1'O S'lt,I-)(�(")^•;!VI'.( i'14?i`i.'(1" 0 C. -i---__--.--- I ;1:1�: - � 2 2 <. ., 1:2'1 17:'� 221 ` .J i I (ON-1-Y `'"'i_l_I('iAI'll1_1'Ol�'!'\h,_O'"jO1� ('O_.'ltlliPAI_!,ONS). 5. 2 ! 1 ( 1-I i O2 >li"i ,. E)t) IOn 1Jn t h, ' it i,r�,'> ;�: " '� v c , O� ( ,� ,, I ,�, _ _ v. 51 fit I lIR'\( �;I It \:'li I\:; !_. �._-...L— --{- J------' - 4_.-•, ! S ,c,'.1' . ti d t'( \1,1C) J \if ,�' i'..\. I(.VD OF ti"i}Z, 1 {- _i____.L�•i__ � _._{-_ _.I_; till Ci (;" of 1 ot'd ill r i f i'UI?(E OI Oi1, !'l. I F. JO I'trt.1}'..)R h :1!,r)\-1' k " (l c)I. F."'. I';.iU ) I 1 _ 1 1 1 I > 57 - t.t It r , illow"brat cd v,a1; _�... _._._�(;.I '!. ) t t_r r ;�' ,; - � � i � I ii. I i � „ i 1 :1 fr �i.1 1.1:!u1, _I ,<i( ):,1it':( N;\il�, J'�' 'i.l' I 1 2 � 7(: 1(;', l,,ti 1-(: 1 '1 I'l OOV .Ir)If11 --- ---- - -----. - - -_ , .! -�.n ,. � - I --- -- -- - (`r:]2 ! ' i 1 2 7 11 ',tl >t)7 �l .- I. Stud i,,rrinr 5P„onu)n i`dil Sp&,in};In 8,1(r ;;n�rn,^`,;' ,, ' ,. t, .,>, F_-, )_ --`--� t"�'F t f--t_t- -•:I t t,r,ll::u - f 'r _. _- ! G `` Si MP! ON I101.1)!)O\\� uu'Itr' r.e) or 10d .! ,----- „ \'1 I: t'tl f. ! flitf \I)l U IZt);)} �- i l ( tz a I:' r, 17 1 o z C I i l - 7, �.:I� _ Ir1Tl'ri�t?-JOi7C O ! .,`1 Jf 1 ! I �2) 75 1(r') !)?f) 7 6 12 ,i 12 (i 12 Ei / ^� I! -1 tl(',CO\J^,10" NAZIS - - - 1(t I f :'. ! fi`i (i" O C 0 1 D(;I r. 39 !'l_ 1 fi.i \ ! - - -- --- rt r r, --7, 2 .) I 13�' 17;1 ;'.2i I 7fi? 1/2" ";i I,N'. S CR[,C 11.R.A.! I !{ - � _ 1 t r--c*- . , ! t' r,- t^ t, 1' ,- r G -I'1 c- ,: -� - '_-__ _.. ._ _=t...--- -- -I('J--- ,� -C`)�' )''' I 1...... ! -_)( I WOOD Pi\Nl'.l f c S,i (:0.1 tt)�. `.A i l S ) ) - _ ----- - - - - --- _ - - - - _..t- - ------- -.-_- -_ �- �I!.� �• i__._-- ,1-I,_._._-------__.----_.--_--_ _-.-- ( �, v, HCA, L(-NF? r c: h t s r L I t+i;u.:ll' "Int'( l i(m f +ltli;t'nn nt '."Imi,hf,lit t nli:tr•,i ru he ntultiph d I' f. 7(! l(1r ir; lniw_'nt,t -I i -- -- O !1 1 - - - 1 0.f. (,: r, I f II { iII 1(:("11.`(` '!I 1, free of Imil;linr' cnrm'r ;. i I f'ILI,I)0NL) ! „ ( > 1i1t.!i,?t\ ' ,"i;r t Dour', (hr,.lo,id"a•,strrnr.I !1u!i!illl',lora::(',l in T.x Ir:'.5ttrr• I; !•! ,.i G I% fi 12 G 1,_' G 12� h I IaJhf Jilt; ,I ( ain't t Toll Ivylil',:merit ti io,ro l;;l-od nn l ol,li ri!)lif( nlirur,('.(i u! I hu rl,of ;i-IGd'•'ll(i''ot' 1 , 1,Del ii)('.•tr, ,, J'! /� alon(' 1,ra(ed\":rlll ie flO1,I)DO rJN \\/ � " I){.V^vl. T;U\RI) SIIL'A1'III \'C' or L.AI' SIl)I �'C I i i' 1. I'll ul+ , i; r,!t!0c !iun r r'(Inir(nu ui t,<ir t:!r<rv.,'( oft,t l2 " ridctt tit 1 Ft11 yrtr in!;. fur t!i f f 1 r(t;) rid.,(, :\'1'!' (ALL"['i iREA111.1)R01); ✓ U I, L! t,t Iat)l!'."'11�• '.. Will;ip)`;tbo 1, bul)(rii t.;ltlr•; I'v (I,o:tpproi)tiate rnul:iplik I' wim, R;tft r`r/'I runs ANCI V R, 1?NIRiii)\iI�NT i,T N(:'I 11 OF Sl a(!lill Sir.r` 1\1inimtmt N unbcr r1f Kcl('nnunot) \'aih 0r 10h1 :fr' ',c C'nn;Ic'r tient �; 1 rril!;;(in.j 12 !t, }O.2 i 18 1 ,ylt`„ n Is Iter Support l ----- _ . -- �?I - -y V,( iIOR ]N t.O�!([21' 1', t 1O" \'11?v.. - - -- ------ I -- --- '- --- T-71- .W) .Gil .N)' 1 '' l "" 1 2')l) 1rf'ox Nai l 1,00! .1015'1 r IxG or 10), SIleill hitt' 1 2 1 :? I 2 7 4111 tl 'is 1 I!,r•I;'i(•ci u+nu! i t'of 0.111`, rc'rll,irrrl in r,ttIt, t;(Joftlt '�(rr{it i�r cl,t:,! to 1 at:!thr !uln n,til'r 'r'- , 1i'. I i1GI i --- --- _.. --- _-._---� i"al!ttritr', ie ac rtn d>'nn' v,'ith 7't,1)Ic 3.1. 11:c' i;rift'sl v:!p l+n,1 adtlit ional 11,lilim' I,,lit'I I(`,itir,-�_. _._ _. ( ! ,\ t, is1O r1 i.rlt g(,1-�hi`a1 i)il;,; 12...211 .3 .3 �- .1 ti SIi.1 I'I,�:['1; _- ---- . . a ,.. Il:L'' .'I.: . lO,Il',,I).11 . 1\1 'I'0 -- ----- I - t r ! 1., it' i>,a>c(1 ill ll, it of ,t I id, til I np. I ho nrluh(I n. 10d ural;t-1'yutn-d to c'.t( !i fid o!- I I I r> ! Ii 1 !1r( ! )!i 1't . , , ! i t f L(',I_li!'.,1 . .1 (.)li, I f 1 l %!" 171;111. I h„(o.: I t r n"rt! no( t'�<'ta`d t 11, alt!Il;! ,'c! rntl.:r r of 5(1 nails in a �.o"! �'t.{ 1 or d he purr„ ,;r {r, - Nail.tiJ1:lt in[' a. p.Int'I c`d,,,,s (in.) 1 � \ • „ ; of 1"_'•rl hn,: I';i!ti ill o•1, 11(a:-1 of(h, (()!!ill tit.I:. (•d Clot ('x(i+"d ill(, o+,!at r•cl nitu;hrr (1! 100 1 „ ANCI IUP IMI t 5 - - ___- \` �IQII I.O1 1. 1 OR I !'U•\Y. I Of I( ,\ it- Mill sir<,rint',a! itlt c'rnIcdirtt t'supports, in the pnliel hold (in) '- 1.\v'UI'ACI LIRI(iZ , IN`;iR1d:'I [O!VS. 1. Fortanll"henshint;nit-hill '11t. nCthecorners, tht`'l Fl.pelntelter(,d};(`zone a1I;Iclimenl regUir('nWHIs - shall he t!',c•ti. 1�,' ;'I;'",I ;'' I idt't ',t I'll) ,hall br. ('f A')'I IW AG53 flt ttdr sic, 10r rytli.:a]( ,,1 � ! 1 1'01,1,'1 1)CONCl;ill ---- - -_-.- -- _ - - -- ---- -- -. ., -- - I t- / �. Tabul.iled I" inch. 0.c. nail q)aCilill,as,nuu's ,Iwathiw( atlarhed to oud framinT;mombots -------- \1\S(1,^vl'1' t;'it It C=U.•!!). I or Franlin};Ineillhorti v..it 11).11-_'-_G-O.^1!), the nail sflacin(;5 shall he rr'duced � I{ I'(;r e t Brim ll,,n(_'1 ;idtnq silkalli/cid Imx rail �,Jwll b,' porrtlil i ed 1 o be subst it tlted f,)r('0111111011 nails. I 'l. T,tbuJ,tl e(1 nail tiler('in„�Is',nrnt��a buildin„loca(od in 1?xp0surr I;, `-- " --- - - _ 3r ''t`-Y .�`R D WALL � JC�. .T' 'r .�A J.1x.r I �..� / ,