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HomeMy WebLinkAbout45976-Z S11FF01�`rc opo 1pG Town of Southold 9/17/2022 �R 4 P.O.Box 1179 o • � 53095 Main Rd �ol daoµr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43422 Date: 9/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1460 The Strand,East Marion SCTM#: 473889 See/Block/Lot: 30.-2-66 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2021 pursuant to which Building Permit No. 45976 dated 3/24/2021 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: additiona and alterations, including covered entry and finished basement,to existing,single-family dwelling as applied for. The certificate is issued to 1460 The Strand LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45976 8/15/2022 PLUMBERS CERTIFICATION DATED 8/30/2022h ose Tuomey th riz 0 gnature suF TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45976 Date: 3/24/2021 Permission is hereby granted to: 1460 The Strand LLC 250 Dover Rd Manhasset, NY 11030 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1460 The Strand, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-66 Pursuant to application dated 2/2/2021 and approved by the Building Inspector. To expire on 9/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $311.60 CO-ALTERATION TO DWELLING $50.00 Total: $361.60 Bng Inspector OF SO!/r�o! h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c-D-town.southold.ny.us Southold,NY 11971-0959 oIyCOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1460 The Strand LLC Address: 1460 The Strand city:East Marion st: NY zip: 11939 Building Permit#: 45976 Section: 30 Block: 2 Lot: 66 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Puck Lights 8 Duplec Recpt 73 Ceiling Fixtures 21 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 16 Smoke Detectors 9 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 95 CO2 Detectors 4 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 1 Transfer Switch 200A UC Lights 24' Dryer Recpt 30A Emergency Fixtures Heat Detectors 1 Disconnect Switches 71 4'LED 6 Exit Fixtures 11 Pump Other Equipment: Mini Split w/ One Blower Head, LED Mirror, ERV, Elevator 30A, DW, W/D, Oven, Fridge-2, Micro, Hood, 150A Panel- 2 30 Circuits Notes: Whole House Renovation, Two Story w/ Finished Basement Inspector Signature: Date: August 15, 2022 S.Devlin-Cert Electrical Compliance Form 5v SON-` , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 cou rr BUILDING DEPARTMENT ljn f II� j TOWN OF SOUTHOLDID E AUG 3 0 2022 BUILuif�V UtP;' .T TOWN OFSOUTI-1jD q+ CERTIFICATIO-N 1 Date: (� -.�C) _2 Z Building Permit No. I Owner: J Z!0 i's (Please print) -Plumber:.J s e T-.- M p- 3 7� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i 4 (Plumbers Signature) f Sworn to before me this T-ff day of n u qs- , 20 7i?- - f , Notary Public,U' County I i JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK { No. O1 L16259018 I Qualified in Suffolk County My Commission Expires April 02, 20�2LI I t o�� E SOUTyO # TOWN OF SOUTHOLD. BUILDING DEPT. courm N 765-1802 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION-2ND ° [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION :[ - ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I I- qi) P(k 0 A-k , 1 �n ' DATE 11 INSPECTOR - �� 6 TOWN OF SOUTHOLD BUILDING DEPT. coum 765-1802 INSPECTION .- I FOUNDATION 1ST [ ] ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [Y ] -FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE-RESISTANT-CONSTRUCTION [ '] FIRE RESISTANT PENETRATION [ :] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARKS:r_ Eff- a - DATE IDI (,L JU ZC INSPECTOR �l laF SOUIyO \\ # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC-- N ,:* . [ ] FOUNDATION 1ST [ ROUGH PLBG. [ .-FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE :. t ZDATE ll v6)6INSPECTOR g SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: */- N- DATE Z Z-Z INSPECTOR ` SOUK,° # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c DATE INSPECTOR OF SOUIy�ID L-i 1;� "' o l �� (�' • # * TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: -rWe/ 5-4-OC`/ W �i/►/,r��c.�. �is�+ j`nM(Zn/ DATE INSPECTOR SOf/TyOlo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ['] PRE C/O [ ] RENTAL REMARKS: G-,trAkt0v+ I.q rom rY1Q,r,-� w S C.& ((v) 00A A ile- DATE INSPECTOR Q� Martin A. Passante Architect Lic. In N.Y., N.J.,CT, MA,AZ, IN, IL, KT,VA,WV, DC, P May 5,2022 Town of Southold 53095 Route 25 Southold,New York Att: Ms. Amanda Nunemaker, Plans Examiner Re: 1460 The Strand,E Marion Amanda: Please accept this letter as certification that the walls in the basement will have a min. R- 19 Kraft B . " of closed cell spray foam(R-14) sprayed on the rimgoist. The ceiling will have 9" as well. The Exterior walls are framed with 2"x6"Doug Fir Joists & all i a �� s� 2"x4"Doug Fir studs. Please see attached Plumbing Riser Diagram as e1 Tria M ate& O� NYS �1 MP\bm 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 Energy Testing Services March 29,2019 Town of Southold-Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 1460 The Strand East Marion, NY 11939 As per the 2020 Energy Conservation Construction Code of New York State section R403.3.3 states"A duct air-leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope." Please feel free to give us a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue,Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 mearuso@energytestingservices.com www.energyservicestesting.com Energy Testing Services AUG 3 0 2022 August 25, 2022 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 1460 The Strand East Mario 939 As uested by the To n of Southold, Energy Testing Services was retained by Kyle Cannon to perform lower Door test at a above address and found the leakage rate to be 1,320 CFM @ 50Pa, equal to 1.99 ACH @ 50Pa.TI is h ets compliance by leaking less than the maximum requirement of 3 ACH @ 50Pa. ave any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631) 244-2627 l Cell: (631)405-9890 Martin A. Passante Architect Lic. In N.Y., N.J., CT, MA,AZ, IN, IL, KT,VA,WV, DC, PA August 24,2022 Town of Southold _ 53095 Route 25 ® Southold,New York Do Att: Building Department AUG 3 0 2022 BUILDING DEPS: Re: 1460 The Strand, E Marion(Elevator) TOWN OF SOUTHOLD To Whom it May Concern: Please accept this letter as certification that the Cambridge Elevator has been installed as per s specifications and in accordance with the 2020 NYS Residential Code. BRED C — Td �A, n I Lie 02311 y0 OFNE� 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 Retrotec rCloud Quality Assurance Report Single Direction Multi Point Blower Door Test PASS Your Result: 1.99 ACH60 (1320.92 CFM50 * 60139768 ft') Target<= 3 ACH60 Test Information Test Name Kyle Cannon- 1460 The Strand, E. Marion, NY 11939 Test Date 2022-08-25 10:22 AM (UTC-4) Export id BHIYNFX7 Company Name Energy Testing Services Technician Name Michael Caruso Technician Email michael@hygradecorp.com Building Information Address 1460 The Strand City East Marion State NY Zip/postal Code 11939 Country United States Year Constructed 2022 Elevation 69.ft Address Verified?' No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41.130188, -72.358446: Accuracy_. 98 Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 412397 Environmental Conditions Pre-test Indoor Temperature 70 OF Pre-test Outdoor Temperature 75 OF Wind Speed 8 MPH Average Barometric Pressure 101.7 kPa Test Dimensions Conditioned Floor Area 4063 ftz Volume 39768 ft' AUG 3 0 2022 BUILDING DEPS: TOWN OF SOUTH01-13 1 Retrotec rCloud Test Results Summary Test Type Single Direction Multi Point Blower Door Test Flow Reference Pressure 50 Pa Time Averaging 10 seconds Corrected Flow 1320.92 CFM @ 50 Pa Air Changes Per Hour 1.993 Percent Uncertainty, 2.2% Correlation 0.997 Intercept 105.343 Slope 0.646 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Baseline Pressure, Initial (Pa) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 _ 0.2 0.2 Baseline Duration 13 seconds Average baseline 0.2 Pa Measured Pressure (Pa) -15.31 -22.41 -30.4 -37.64 Fan Pressure [5000- B4] (Pa) 86.57 149.55 Fan Pressure [5000 - 68] (Pa) 50.06 65.16 Flow(CFM) 602.96 810.98 948.72 1092.88 Measured Pressure (Pa) -44.92 -52.48 -59.47 Fan Pressure [5000 - 134] (Pa) Fan Pressure [5000 - 68] (Pa) _ 80.55 97.3 113.6 Flow(CFM) 1224.59 1355.24 1472.7 Baseline Pressure, Final (Pa) 0 0 0 0 0 0 0 0 0 0 Baseline Duration 14 seconds Average baseline 0 Pa 2 t' Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Retrotec Calibrated Flow Parameters Certificate Number: 202011300816-5FN103130 Fan Last Calibrated: 2020-11-30 Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Fan Last Calibrated: 2020-11-30 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x JR131) FP = fan pressure, RP = room pressure_ Range N K K1 K2 K3 K4 MF Open 0.4936 571.2871 0.0000 0.3000 0.0000 1 10 A 0.4963 303.6204 0.0000 0.4000 0.0000 1 20 B8 0.5366 116.1857 0.0000 0.7000 0.0000 1 40 flow= (FP - RPxK1)"x(K+ K3xFP)xK4 Range A B C D F G K2 MF B4 0.0000269955 -0:01959863 6.8216 127.49 0.41 50 0.8000 40 B2 0.0000212130 -0.01424981 4.2559 -43.96 0.50 50 1.0000 50 B1 0.0000067829 -0.00499017 1.7517 -1.36 0.1.2 50 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3) + (BxFP2) + CxFP) + D +((G- RP)xF 3 FOUNDATION 'FOUNDATION ( 1 ri RtAW' ROUGH FRAMING& PLUMBING .a1"ATM m i .zm � "A 77JAW INSULATIONPER N.Y-. 8TATE ENERGY CODE 111, 1 T AA ADDITIONAL - WE . . • BUILDING.DEPARTMENT�- Electrical Inspector `.TOWN O,F SOUTHO,LD ! t o Town Hall Annex - 54375 Main Road -.,PO,Box 1.179 o •: ;,�: �. r' South'.okd-:.!NewYork 1.T971=0959 Telephone (63`1) 16511802"- FAX (631')'765=9,502 . rogerrtc7i southoldtownny.gov - seand cDsoutho11 ldtownny:gov APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: ,. Company Name: Coy Electricians Name: - License No.: l Q(j S Elec. email: s• Elec..Phone No: Ell request an email copy of Certificate of Compliance ­Elec. Address.. JOB SITE INFORMATION (All Information Required) Name: R Address: Li&a 44-4 Cross Street: Phone No.: BIdg:Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ;. .Square Footage: Circle All That Apply: Is job ready for inspection?: YES F-] NO F-]Rough In Final Do you need a Temp Certificate?: F-1 YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# D New ServicC Fire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT t# d r s : Switches Outlets C t GFI's Surface Sconces H H's C, UC Lts2L4 r Fans Fridge HW Exhaust Oven �, .ti W/D DW ° ! Mini Smokes q � - -. � � , Carbon (, t {,ti Micro Generator Combo \ Cooktop Transfer I AC Qz 1 AH 1 Hood Service Amps Have Used Special: . ` Comments AArG SYMBOL LEGEND 0 MONUMENT FND © GAS METER Q I.P. /1.8. FND ® WATER METER f I.P. /I.B. SET pQ GAS VALVE A N030 SPOT ELEVATIONS WATER VALVE TRAFFIC SIGNAL POLE TEST HOLE L D NG ISLAND S 0 UND UTILITY POLE TREE �= GUY HARE � SHRUB UTILITY POLE W/LIGHT IF BOLLARD LIGHT POLE ® WETLAND FLAG -o- SIGN D.C. DEPRESSED CURB FIRE HYDRANT FE. FENCE _N5200_2_•QO"Fi_ 0 MANHOLE MAS. MASONRY 77.00, ® "A"-INLET PLAT. PLATFORM ® "B"-INLET W.W. WINDOW WELL _WATER UNE "E"-INLET B/W BAY WINDOW T1 _ M YARD INLET C/E CELLAR ENTRANCE 1 I YARD INLET 0/H OVERHANG co 1 w CABLE TV BOX R/O ROOF OVER Q' Z A/C UNIT L.S.A. LANDSCAPED AREA 06 I °g 1 10 ELECTRIC METER CANT. CANTILEVER M I 1 M 1 DECK I 1 . - 1 � 1 DECK I I I I � 1 z a 1FEN46' g WOODED 4'C.L.F. � AREA I FEN 1 FEN 'OA EDj P. GE r R3' BLUFF AA R.R.T. g ERIjF°F D_ }I a i . FM } 5.5' > T FM LOT 119 t, ' FM LOT 120 FM LOT 121 TAX LOT 66 TAX LOT 66 1 TAX LOT-69 W UNDERGROUND- PROPANE 'I PROPANE ' 2ND STORY'DECK 14.6' 66 f / 5ESI / U r ARAG`E �. y N 14,2' t, PUT. >= i 1 1 } ;< PUT. 'r PLAT. - 1 . FEN qp cq c °A e J o I 1 m 1 . FND. MON. C.• 1 r ,, rJ PUNTER } S >or: s:�:�; 1403 �3, zz "#46.65' �® � i 0.0 . o $p 31.10' 6EOFAVE97-- ppA' 4 0 1 T'HE49 STLOT AREA RAND 2,243.63 SF 1 60, 0I09) 0.625 ACRES GRAPHIC SCALE 40 D 20 40 GUARANTEED TO: WESTCOR LAND TITLE INSURANCE COMPANY 1460 THE STRAND LLC ( IN FEET ) 1 inch = 40 ft. 1 101/14/20201 AMENDED GUARANTEES J.P.H. M.J.S. REV DATE DESCRIPTION BY CHK of NEW), .A SURVEY OF PROPERTY J. SCASCS`0.�� ME ICELOT 120 MAP OF .."y PEBBLE BEACH FARMS land surveying FILE DATE: 06/11/1975 MAP N0. 6266 m j s I andsurvey . com P:431­4SITUATE 0. EAST a°� - �: : EAST MARION tisFD LAND s �, DR.:MC CREW.:AL SCALE: 1" 40' SUFFOLK TAX MAP NO. TOWN OF SOUTHOLD DATE SURVEYED:07/12/2019 -JOB No.S19-1454 1000-030.00-02.00—'bBlkQO0 SUFFOLK COUNTY, NEW YORK (1)UNAUDIORIZED ALTERATION OR ADDOION TO THIS sumMAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7BM MW SUB-OMSION 7,OF NEW YORK STATE EDUCATION LAW.(Y)ONLY BMRf SUM NIPS WITH THE SURVEYOR'S EMBOSSED SEAL ME GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS ORIGINAL WORK AND OPINION. J CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT DGMING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEN YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.WO THE CERTIFICATION IS LIMPED TO PERSONS FOR WHOM THE BOUNDARY SURVEY WAP IS PREPARED,TO THE TITLE COMPANY.70 THE GOVERNMENTAL AGENCY,AND 70 THE LENDING INSMUTKIN LISTED ON THIS BOUNDARY SURVEY MAP.(4)THE CFARRCATIONS HEREIN ARE NOT TRANSFERABLE.(8)'THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCRMCHMIN S ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EMST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(8)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,REPINING WALLS,POOLS,PATIOS PLANTING AREAS,ADOWONS TO RESIDENCES,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT ST AS PART OF THIS SURVEY,(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBDTIC TOTAL STATION. (9)THE EXISTENCE OF ROM OF WAY AND/OR EASEMENTS OF RECORD IF NY.NOT SHOWN ARE NOT GUARANTEED, T� 4" YTfRrn Roof N.T.S. Second door N.T.S. First door N.T.S. 3 2 LAV. W,4SNER l,U. v SHOER Basement 2 „ N.T.S. 211 211 G.O.I TO PROP05ED ROVED 5,4N. S 411 z � o C14 P� Q o l Iecharica l Room T Laundru ®®m �.y ' W z �0ai'i Z y p >~ L -(d 6 -mva 1 m 21 -(d w oI- A k 72Xe ®� ,���A F12 PLUMBING-,/a RISER 8 n 1 u Q p 1 u I-0 5 -m 4a cel 51-411 15 -S �I�� 023110 �®�Cd z EXISTING STEEL BEAM - OF N �21 EXISTING STEEL COLUMN LXle Wray Pau Room OO OO Z Z fy u- u LLI 18-lm011 8 -m 1/2 3 -3 / 15 -8 0 Ah �0a9WE w mo E VAT 2'-1 1/i S M ( Q 5 � 1 �X r- W o� 30X e 26X 9 Drawing Title: f I Basement Plan Date: Drawing Scale: ® � c 1 Exy ist. Basement Drawn By. Checked By: MAY 0 3 2022 ED A-2 SCALE: 1/4"=1'-0" BUILDING DEPT. Drawing Nc. TOWN OF SOUTHOLD S K not flr THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. �,c,1•3 aJw= � , EXISTING ROOF y "'i FRAMING TO REMAIN P A T 12 rp Qg �6,;,', , ::` I ARCHITECT 11111 11 11111 17 LAYOVER FRAME NEW HAII I 1 11 111 111 111 1 11 11 REVERSE GABLES OVER EXISTING ROOF LAYOVER FR NEW REVERSE 1" X 8" RAKE GABLES OVER EXISTING I I I I I I I I L W/1"X2" OVER REVISIONS D E S C R I P T 1 0 N FRIEZE FFhuvtu �� „Yj 12 12 x s" BOARD ,�� i �i71„ 3/10/21 L20 6 c 1 ` `f' DATE:c3 B.P.# 12 - ® 12 77 FEE: BY: V T.O. FLP. CEILING 4� Q4 ���� NOTIFY BUILDING DF°ARTMENT AT 6'8" T.C. WINDOWS 765-1802 8 AM TO 4 r M1 FOR THE - FOLLOWING INSPEG I IONS: = BRACK 1. FOUNDATION - TWO REQUIRED SELECT 2. ROUGHFOR 01-,RED FRAMICG`& PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST O 3452 3452 2852 3852 2852 3452 3452E �- BE COMPLETE FC'~. ,_ J. EGRESS EGRESS EGRESS EGRESS ALL CONSTRUCTION SHALL MEET THE 1 1 REQUIREMENTS OF THE CODES OF NEW T.O. SECOND FLOOR NEW PRO o 5 YORK STATE. NOT RESPONSIBLE FOR 1 D STANDING SEAM METAL ROOF '12 O STANDING SEAM METAL ROOF 10'-1" PLATE HEIGHT DESIGN OR CONSTRUCTION ERRORS. LTR 411 wTR 8111 TR 411 a"xa" Ac4 Posrs 411 WTR 8111 TR 411 COMPLY WITH ALL CODES OF =8" T.D._WINDOViLS WRAP WITH 1"X1O" AZ_EK 5/4"x4" WINDOW & DOOR SURROUNDS NEW YORK STATE & TOWN CODES (TYPICAL) AS REQUIRED AND CONDITIONS OF mi i^Em m U)IAIN MIL.KillZING BOARD HARDI SHINGLE HA DI SHIN L I 2452 3852 2452 SIDING SIDING 2452 3852 2452 -- ? LOi`JiJ TRUSTEES EGRESS ONT D00 IT EGRESS R OWNER --'--�-- T.O. RcIST FLOOR IL OCCUPANCY OR LLi Z EXI©G EXISTING USE z E USE IS UN � 0 0}_ WITHOUT CERTIFICATE o 00 OF OCCUPANCY o MZ 10068 O.H. DOOR AS SELECTED PER OWNER PLUMBER CERTIFICATION ry ON LEAD CONTENT BEFORE W z LL E F R J N T E L E V A T I O N CERTIFICATE of OCCUPANCY SOLDER USED IN WATER Q 1 SCALE: 1/4" = V-0" SUPPLY SYSTEM CANNOT �- EXCEED 2/10 OF 1% LEAD. Q uL REMOVE EXISTING S'CYLIGHTS 0 (TYPICAL) EXISTING ROOF o �1J R FRAMING TO REMAIN ^ 12 PLUMBING In 0 < Q6 PROPOSED REVERSE EXISTING CHIMNEY 'ALL PLUMBING WASTE GABLE ROOF. FRAME TO REMAIN Sc,WATER LINES NEED THROUGH MASTER LAYOVER RE-FRAME Tlr#; ►rJG$EFORE COVERING EXISTING ROOF 1" X 8" RAKE I W/1"X2" OVER - L20 1" X 6" FRIEZE BOARD 12 12 T.O. FLR. CEILING 4 - ELECTRICAL - - ff"P-CTIDN RIEOUIRED 6'8" T.O. WINDOWS BRACKET PER SELECTION OF OWNER `i HARDIE SHINGLE SIDING 5/4"x4" WINDOW 2852 FW 68 2852 2852 Ed 52 2852 FWG 0 8-4 2852 & DOOR SURROUNDS to EXISTING RAILING (NO CHANGE) (i Y P I CAL) T.O. SECOND FLOOR 10'-1" PLATE HEIGHT EXISTING DECK FRAMING (NO CHANCE) Charles M . Thomas 1 0„ T.O WIND a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0 CX145 PROJECT T 0' co �LVADJIE HINGL - SIDING ' T.O. FIRST FLOOR I FWG 11080-4 FWG 1 JO80-4 __•__ _ EXISTING DECK FRAMING (NO CHANGE) PROPOSED ELEVATIONS E R E A R E L E V A T 1 0 N OAS: 1i19/21 PROJECT No- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT 2 SCALE: 1/4" = 1'-0" CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN W-Fool - 00 SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 OF 7 , DEPTH20 PSF 130 NO NO YES B SEVERE 36' MODERATE YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECT.VISU AL CONTACT WITH '1FM SHALL CONSTITUTE PRIMA FP�'I,- EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. EXISTING CHMNEY 1 111 TO REMAIN Y ?� EXISTING ROOF t. j FRAMING TO REMAIN 12 EXISTING ROOF Q6 �F,". ...may. ARCHITECT FRAMING TO REMAIN •`�{ _ _ NEW PROPOSED r PROPOSED REVERSE - ROOF REVISIONS —JD E S C R I P T I O N GABLE ROOF. FRAME ill I 1 11 ill I 1 11 Ill L ILAYOVER FRAME NEW THROUGH MASTER & REVERSE GABLES OVER LAYOVER RE-FRAME EXISTING ROOF 310/21 EXISTING ROOF 1" X 8" RAKE W/1"X2" OVER T.O. FLR. CEILING T.O. WINDOWS -"7 D BRACKEN-PER SELECTION OF OWNER 5/4"x4" WINDOW i & DOOR SURROUNDS co ' (TYPI CAL) I `° 2852 2056 2852 2852 EGRESS EGRESS EGRESS NEW PROPOSED ROOF T.O. SECOND FLOOR HARDIE SHINGLE SIDING 10'-1" PLATE HEIGHT EXISTING DECK FRAMING (NO CHANGE) =0" T.O_ WINDOWS f 8"X8" ACQ POSTS WRAP WITH 1"X10" AZEK .I 0 0 I m 30510 30510 30510 30510 EGRESS =GRESS EGRESS EGRESS 36" CABLE RAIL PER NYS CODE T.O. FIRST FLOOR EXISTING DECK FRAMING (NO CHANGE) - 1°-6" 36" CABLE RAIL PER NYS CODE m XISTING CANT. Exlsnlvc RETNNNG WAIL W _7 Z zLIJ < o o � • z F- W SIDE ELEVATION 0 � z SCALE: 1/8" = 1'-0" Q U) � LIJ z 2 � < EXISTING ROOF 6 /wn 5 FRAMING TO REMAIN EXISTING CHIMNEY I EXISTING ROOF TO REMAIN O O FRAMING TO REMAIN a_ _ ill 11 1 1 Ill 11 11 nl 11 1 1 Ill 11 1 1 ill I ll Hill Ill Ill 11111111 11 Hill 11 0 FTFF-FFFT-T ry Ill i I Hill 11 Hill IITTT-TT--T-T TTT__TT T__T_m 12 1" X 8" RAKE0 w a4 W/1"X2" OVER T.O. FLR. CEILING - - - - — - - - - 7 N 6'8" T.O. WINDOWS • iii a D BRACKE SELECTION OF OWNER 5/4"x4" WINDOW & DOOR SURROUNDS (TYPICAL) - 24310 m 2852 2852 2852 2852 ° LEGRESS EGRESS EGRESS EGRESS NEW PROPOSED - ROOF r Ir T.O. SECOND FLOOR r HARDIE SHINGLE EXISTING DECK FRAMING (NO CHANGE) 10'-1" PLATE HEIGHT IT' SIDING 8= - WIND WCharles M . Thomas T —REMOVE EXISTING WINDOW wT o111 wTR 111 a r c h i t e c t AX 51\ i PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 _ o I a rn PROJECT ro 36" CABLE RAIL PER NYS CODE T.O. FIRST FLOOR REMOVE EXISTING BAY WINDOW 36" CABLE RAIL PER NYS CODE V-6" EXISTING DECK FRAMING (NO CHANGE) - _ EXISTING co ---- CANT. PROPOSED ELEVATIONS ExlsnNc DATE: 1/19/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. FAI-FO-0-21-FO-01S I D E E L E V A T I O N 2 OF '- SCALE: 1/8" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, A,S INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH 'HEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. c� ARC H ITECT REVISIOS,\ E S C R I P T 1 0 N 48'-0" 3/10/21 8'-7" 15'-11" 14'-9" 2 15'-4" 3 2 3 48'-0" 7'-8 ,. 7'-8�" �., 7-3�„ _ -- - - - 2'-8" 4'-10" 4'-10" I I -- EXISTING EXISTING RAIL TO DECK TO a ti F REMAIN REMAIN 00 — — oI of (NO CHANGE) o- — — - EXISTING BALCONY _ N J Q NO CHANGE � cr- - - -I Z I W 1=Ly w o m t/► Q FWG 12 80-4 FWG 12 80-4 (3) X145 3-14 HDR I Z M w It 3-14" ML HDR 3-11, I L HDR L _J p o iSfNK N — w 2 52 FWG 12 68-4 28 2 (2) 852 2 52 w O w II I I O EG ESS EG ESS EG ESS EG ESS FWG 068 E2 52_ - -- .17; 15'-0" .`-t-t -- 3-14" ML HDR 3-14" ML HDR 3-14" ML HDR too I I EXISTING io I w — I o0 �I"t w cn I O j 19'-9" 10'-10" '--� _ o KITCHEN �., N 15'-9" N 0 o KITCHEN LAY UT I — 04 O N , z z PER OWNER — — `n ° ao � 0 - N 0 c� O Q L - J _J L_ _ J O Q w Z �-REMOVE EXISTING N w W — O z SKYLIGHT ITPROPOSED I ® - - z F-m — — EXISTING `` I BREAKFAST I `` (n= J 0 O F c�o SLAND o o � EXISTING ^ EXISTING W FAMILY '- `° N00 I z a' x 4' I i — Jr - ;� I� - N I — — MASTER ° MASTER EXISTING — — o ROOM BEDROOM n J w w 7 - 7-I r - -1 F - 7 7 r -1 ® ®! — — N BEDROOM BATHROOM SMOKE — — SMOKE SO to CD—DETECTOR I O G -il O O O F Jnr/ n KE — — — — — — — — ()_DETOECTOR d' I I toARBON I I (; MONOXIDE M J pp T REMOVE EXIST. STAIR LINE OF O INFILL FROM NEW FLOOR EXISTING DETECTOR I I = N I I W - - O ( I I I WALLS TO BE (n CONSTRUCTION — — N — — J F W w I REMOVED (TvP) — I O ® 2 68 3'-4" o LK I I I � I LINE OF EXISTING � — M w I — REF. PARTITION WALLS — — — — I 15'-2" 4' LPOST — — — —� �� TO BE REMOVED N P.D. 68 — LO ^ `" "� 3 11 ML HDR r HANDRAIL — — (TYPICAL) — N — I CLOSET o x � �p N c ..il — rl� o — 1 fivL�fDl 5'-4 " 00 II 11 I 4' 6" 3'-6" 5'-8" ° ,_ NEW CONSTRUCTION _I I I I �� I N O uJ ;..) j — — — — — - (TYPICAL) r� M — .— — M o I o WI CLOSET III CLOSET o I WALK IN w 4'-0" I 0<1k: 4 -O" DN / I I u� o _ I 10-3' 9'-2" H o w E O X F o 125 CFM EXHAUST I I w W M FAN TO M BATHROOM L _ REMOVE EXISTI J I I Q ^ REMOVE E TIN 125 CFM FAN TO EXTERIOR x N _ _ _ _ _ O N PORTION OF WALL w Q M SHOWER I Q Zo ' j ° N in w 0 o EXHAUST - O w �� Qin EXTERIOR 2680 — — Z U - "' O m REMOVE EXIST. 17R a 3'-8 DN SKYLIGHTIm 12� w FLOOR JOISTS ^ 7.7 Ll__I SMOKE � O I ® 7.76' so �-DETECTO 5'-1 J co OE) CLfiSET UNE OF EXISTING F T — ? o'I FOR NEW STAIR LINE OF ' I p --MONozlo r N PARTITION WALLS rIN Q r �8o rn a OPENING EXISTING "' ATHROOM o I WALLS TO BETO BE EXISTING o C OPEN REMOVED (TYP) N N _ _ _ _ _ _ = SHOWER — — — DETECiO I �� (TYPICAL)MOVED LL _ _ L -> Z Tp w 3'-3" - — LIVING 0 3-4 — _—� M Z SMOKE Q w0:2o ABOVE � EMOVE E REMOVE EXISTING 0D ° NEW CONSTRUCTION LI ROOM o Q ® DETECTOR O I z LOSET `° Z (TYPICAL) C w o- z o a N N OPEN 2668 EXISTING O W w D_'- BAY WIND MN OW & MOVE LOCATION o INE OF SMOKE Oma-DETECTOR J O w EXISTING 10'-3" _ TO WALLS TO BE 00 O 0 � _J x N M REMOVED O z Z L o DINING I I �O LINE OF NE N LINE OF FLOOR ABO UP M z O ROOM O �O CONSTRUCTI BELOW Ln o L ^ o � I w 4'-0" w FOYER ®17.76" ° N SMOKE CNI ' ' j7 ' (�/ x co EXISTING ;.> I o Q W OS —DETECTOR 1 = o '^ EIRAa a .1 w so BEDROOM 2668 I I o N Lna- 0 w 1„ ELM FA 99GEG ' o EXISTING I W 12'-2 ae'rae' 7 „ SMOKE o 2 RE �N^` '�° I 15'-5 O--DETECTOR I I BEDROOM ^� M J- LINE OF N w J O _ " EXISTING SMOKE I _,Ld LJ 9'-6' 14 - U M I I 9' 6 -°— WALLS TO BE O--DETECTOR F-14L — — I EXISTING i7 I pp SILL HEIGHT 18" N V) EE-TCR REMOVED (TYP) SILL HEIGHT 18" I1 LO w ElMIR490CEG I SUN F F 49'X48' _ 0 00 tyREM 4TRYXpL .'1 ! ^ 4" 3-14" ML HDR 4" o FRONT OR UNIT 1 -#-*-3-14" ML HDR io F w 12'-21' SPACE0 t f` o 2 12'-2" PER 0 ER -- 4.. 4„ ---2452 3852 2452 r C O V R E D o 2452 EGRESS 2452 `�' 3-14" ML HOR 5 �I* 3-14" ML HDR ` i EGRESS I E N R Y 1 I - - - 3-14 ML HDR EXISTING BO FRAME TO w EXISTING BO FRAME TO REM IN d "X8" RR 0 16" 0 "X8" RR 0 16" REM IN (2)3 52 2$52 38 2 2852 (2)3 52 NEW WINDOW AS SHOWN 0 "X6•• CJ ® 16" OC 2"X6" CJ 0 16" 0 NEW WINDOW' AS SHOWN EG ESS EG ESS 8 _ _ 7'-112" 15'-10i" S„ 8'-21„ 8"X8" ACO POSTS - 15'-118 WRAP WITH 1"X10" AZEK of Z REMOVE EXISTING FRONT 2 s STEPS AND REPLACE AS 48'-0" 3 SHOWN 91- -5" 4'-2" 2 3 13'-7" Charles M . Thomas o NOTE: EXISTING 4 BEDROOM 4 BATHROOivI HOME IS TO REMAIN 4 BEDROOMS WITH AN a r C h I t e C t ADDITION OF A j BATH. PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 HANDRAIL X36" PER NYS CODE PROJECT L E G E N D o - EXISTING UP i� 6'-0" — — — — - TO BE REMOVED - PROPOSED FRAME WALL 5'-3" 5'-3" 10'_8" STAIRS DOWN TO GRADE 10'-8" 5'-3" 5'-3" EXISTING WINDOWS TO BE REMOVED PROPOSED FL. PLANS 2'-11 " J EXISTING DOOR TO BE REMOVED 10'-6" 21'-4" 10'-6" � 48'-O" DATE: 1/19/21 PROJECT No. DRAWING BY. CMT P F I R S T F L 0 0 R P L A N P SECO N D FLOOR P L A N CHK BY. DWG No. � SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = V-0" 3OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION 0R PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FAME' EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. Z_*w $t 48'-0" LINE OF EXISTING DECK ABOVE i REVISIONS D E S C R I P T I O N — — — — — — — — — — — — - - - - - - - - - - - - - -� 3/10/21 r- - - — — — I 12 to Q6 of m Y ATTIC EXISTING DECK FRAMING u I TO REMAIN I PRIMARY ACCESS DOOR o (NO CHANGE) c, Z I x CEILIN SIS uj PLATE HEIGHT ❑O/ o> SII o Ll T.O.. x I O SEEELEDETACA ILGEAR BOX AND w I REQUIREMENTS, z 6'8" T.O. WINDOWS - - - FROM COMPANY MOTOR w I I ASSEMBLY zl — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR " - - - — - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — o - EXSTING FOU I r' — — � INDATION JTI� I U0 REMAIN I I -- � I I HWH N I I 0 500 GALLON OIL TANK SECOND FLOOR — J I �¢ NOTE: EXISTING BASEMENT o I I io'-i" PLATE HEIGHT EXISTING FLOOR J 0 m LAYOUT TO REMAIN z_ w OIL FURNACE LJ x 0 Q z0 EXISTING INSULATED 2X6 WALL 0� SIM. TO EXT. WALL MECH LINE OF W/ DRYWALL BOTH SIDES 0,0 EXISTING o f I w ROOM WALL co I I -t3� T.O._vYLN�QwS w FIRST FLOOR I x 27'-4" REMOVE EXIST. STAIR INFILL FROM NEW FLOOR - CONSTRUCTION I a"X4" FRAME L � I m U I I FLUSH W O ERMOED EXISTING FOUNDATION 3068 EXISTING STEEL COLUMN i - - - - B-LABEL I I = T.O. FIRST FLOOR TERMITE SHIEL WALL TO REMAIN - N - - - DRAIN - I I N o - - - 5/8" DIA. ry DRAIN - - - EXISTING FLOOR J i W 10 X 39 STEEL BEAM EXISTING STEEL I � z III � IIII ' IIII I8", I ~ Q 15'-2" EXISTING III r -1 � IIII F- o EXISTING FOUNDATI^tl WALL c a GARAGE _ o b' I I BASEMENT TO REMAIN. REMO.I= 2" OF N I C w I IIII �z co O EXISTING FOUNDATI"tJ WALL L_L 00 I I LL 0 IIII L 3 1/2" STANDARD STEEL oo w AROUND E�EVAroR. Z _ I I z'- PIPE COLUMN ,�o' _ IIII III IIII j I ( z — — ON A 24'X24"X12" DEEP 0 0 w UP IIII POURED CONCRETE FOOTING. F~ `� I I Q 8" MINIMUM ELEVATOR (TYP) N EXISTING SLAB - II (I LO PIT DEPTH BELOW TO III IIII 11111 ry w w I I MIN. PIT DEPTH 8" W OF EXISTING SLAB z Ll- - - - 8" MIN PIT DEPTH FR II 1 '-0 " II 6'-9 �III� I IIII 131111 I I EXISTING CONCRETE SLAB 27'-10" I 4" POURED CONIC O SLAB OVER 6 MIL. i J I SHEET ROCK-H- LINE OF IIII IIII m IIII I I POLYETHYLENE VAPOR Q AROUND -O" EXISTING wFiLL I COMPACTED POROUS FILL BARRIER ON WELL `y To BE II ELEVATOR II REMOVEDIIII IIII ^ IIII I I SHAFT E�u o Q I I I Q II II 4AT4. IIII IIII IIII I � RE`-CNTIAL AT I_ II 10068 O.H. DOOR II IIII IIII IIII I = — — — — N o ELEVATOR SECTION DETAIL 4-777777� ---_ - — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SCALE: 1/4" = 1'-p„ 0 (� EXISTING FOUNDATION WALL TO REMAIN. REMOVE 2" OF 6'-5 " t2'-41" EXISTING FOUNDATION WALL 17'-3�" 5'-2j" 8„ 2 FOR ELEVATOR 6'-0 L_L_I 47'-4" = J M I a 2 c� z Z w 01 A 3" —74 (FINISHED HOISTWAY) 2" 314"PLYWOOD (PLATFORM) 5.5" \ �3 8"STACK STACK , Q _ HANDRAIL ANDRAIL FOUNDATION PLAN ELEVATOR Charles M . Thomas P ELMIRA90DEG 4317 SCALE: 1 /4" = 1'-0" _ RESIDENTIAL w } } �I�� t � � RESIDENTIAL O � � CZ r C h i l Pi C. l —COP PO z rNo PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 TO 3'-4„ Z _ d- `-I� NOM PROJECT 36"DO 8" SHOWN N ST CK 0. 5 / NOT SUITABLE FOR CN, ",>" 5.50 36" DO R \ STACK SHOWN GHiCbAiP1N AUTOMATIC OPERATOR /-,, 0.75 NOTE:CENTER OF THE GATE IS 2'-82" FOUNDTION PLAN 3"OFFSET FROM THE PLATFORM 2 AND 2-112"OFFSET FROM THE CEILING I I D ELEVATOR PLAN DETAIL DATE: 1/19/21 PROJECT No. 2 SCALE: 1/2" = 1'-0" DRAWING BY. CMT CHK Y. DWG No. W- -FO 0 4OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FA(-IE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. Ovi � ,, :.S 0 J ARCHITECT REVISIONS D E S C R I P T 1 0 N 3/10/21 Li I ( ( EXISTING DECK - - � = — � Z 48'-0" — — -I 48'-0" — — x 4'-0�1" 8-0 8-0 4,_5 - - � 7'-101" 7_6. 24-4 5'-11 7'-3" © 3'-9" 3'-9" 4'-7" _ — w I, 1 6'-4" 4'_2" — — FWG 6068 FWG 6068 FWG 6068 FWG 6068 — — _ Li --- _� IrL N F d ^� 7I I(''— O J 0 O T I sNK SNK N S HXE R I I I N N L- - - - - - -� 111 \\ II I w I —J REM9-bE'' DEMO EXISTIN EXISTIN EXISTING I�' EXISTING SKYLIGH�I KITCHEN KITCHEN W BATHROOM j I — — DEMO EXISTING LLIGHT ABOV — J EXISTING o BEDROOM N BATHROOM N I F BEXISTING EDROOM — — — — - -� ��� I EXISTING o — — I I — a ui FAMILY 7 �- - - - - � �J r) - - � —_ —_I _ _- -I- - - - JI - J � ROOM LINE OF EXISTING — — — — [EXISTING STAIRS 0 r DOWN TO BE REMOVED PARTITION WVED — — TO BE REMOVED � W I LJ 7'-10" 10'-5' (TYPICAL) I — — RS - - - - - - - - _ = I — - - J DOWN TOBEIREMOVED O �� — T T- I I� P F �3a Pell C I \ J Q I I �! \ II II 5'-9" Q N I II � � T \ I I I IZ I � - - J1'� - - - - - -�` / �\ — — o I /: SKYLIGHT ABOVE — — —( o — — I I �� EXISTING LINE OF EXISTING I \ I I LAUNDRY NII \ 7'�� �"J�� J / \ T -I WI CLOSET PARTITION WALLS � �\ / 'r I I � EXISTING I .I 71 TO BE REMOVED / / / \ I S H E R I II z �// / \ / \ I� EXISTING BATHROOM Z W o (TYPICAL) L Q L I 7\ T / \ I 0 I I � // �\ SKYLIGHT D BATHROOM EXISTING I I O O 1, -`-Ir o - - -IQ� � � I � = = �-� - - - o EXISTING �� / ( I � I- - — -� �- ___/ 1 \ I I 9-5" WI CLOSET EXISTING STAIRS iI� / EXISTING I I I I I Q / / �� Q UP TO BE REMOVED / ( 12'-2" / \ I 2668 BATHROOM F EXISTING EXISTING Q`� / / \ — i Z �\ I DEMO EXISTING `° Q — — — — WI CLOSET I WI CLOSET I I �- — -L�� J� — —__ EXISTING W LIJ W BATHROOM I I VANITY I I I I I I i 1 (� + I WI CLOSET I — 0 EXISTING _ 1�� _ EXISTING �� �' _ JL_ - - - - -IL — t � z ` I FOYER WINDOW KEY - - - - - - - - - - - - - -I I h _ - - uC -1- A - - „I r - - - =_�� -� �- - - - -1L - Q UP — g _ _ I I o — - - - - - - _ o � Q 15-9 I EXISTING u _ EXISTING DE UNIT BATHR00 W LIVING F _ - DEMO 6M� (� F I o 0 ROOM I H = _ F I - -061, c _ _ _ I LINE OF EXISTING O I— _ _06 EXISTING EXISTING � — — — � PARTITION WALLS DINING N w I IIIII O K - BEDROOM I I TO BE REMOVED EXISTING EXISTING ROOM P J I M 2'-04" xZ-00", I I (TYPICAL) SPSUN ACE BEDROOM a v I Q G---J_ l W �I N - - — — P 3'-00" X 1 -06 R EXISTING EXISTING 15'-5" S - - ;n 15'-2" I CLOSET I I IO I I CLOSET 9'-6" Ul _ _ co SILL HEIGHT 18 N 3-4 ILSILL HEIGHT 18" V iv I II J J J J I I I � F 2'_10 .. 7'-11 2T 6'-10" 6'-3" 6'-3" 8'-4" 6'-10" T2'-8" 2'-11 " 2'-82 5'-3" 5-3 5'-3 5'-3' NOTE: ALL EXISTING WINDOWS AND DOORS ARE " �- — — 21r4,— — — -i " — — —4s=o — — I TO BE REMOVED AND REPLACED AS SHOWN ON F — — — — — — — PROPOSED PLANS NOTE: ALL EXISTING WINDOWS AND DOORS ARE I TO BE REMOVED AND REPLACED AS SHOWN ON — — — — — — — REMOVE EXISTING PROPOSED PLANS STAIRS Charles M . Thomas � - - - - - - - � a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P FIRST FLOOR DEMO PLAN P� SECOND FLOOR DEMO PLAN SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DEMO PLANS DATE; 1/19/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 5OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHDLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIF EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. g THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4 _� .5 W�2�i tAM lr r REVISIONS —JDESCRIP T ION 3/10/21 2 3 LINE OF EXISTING DECK ABOVE ■ ❑ LINE OF EXISTING DECK ABOVE ❑ DECK REMOVE EXISTING STAIR SISTER NEW FLOOR INFILL FRAME TO MATCH [JOISTS TO EXISTING EXISTING FLOOR JOISTS TO INFILL OLD STAIR OPENING FWG 12080-4 FWG 12080-4 (3) CX145 3-1 " ML DR 3-1 ML DR 3-1 DR WL III o E�--fNK III III LO L'i W 0 GA LON 0 L TAN III III III III KITCHEN KI CHEN LAY T [OIL FURIv CE III III P OW ER Z I S LAT D 2XI.L. LA o o } SI A. TO EXT. WP� III ¢ -3 Q LL Z w W D YWA L B TH IRIDES III w AMILYo¢ ow DINT OW \v/ -j N1 O " III o0 1n RO M �� �o �o �_ L LL I— �I11 0 Z — -1 L F- :. iIR W Lr 57< III N �— = z O ILL 1,III 1n w x X wL W _ EXISTI G -- _ ARGON _ w III WOKE _ ETECT III III -- ONOXI O N ETECTC R _ III IIIz _ (— ❑ Of o � E ISTN3 FO NDA ION 3068 E ISTIN 3 EL C LUM. EXIS NIG STEEL COLUMN W WA_ TO EMAI - Exl rlNc TEEL "X4" P &41'X4" OST TO EF. _ I I coLUM IRD R 6 RIDER BELOW I SII — I7 — — _M —_-:-- FQc/) W 10 39 STEEL BEA XISTI G S ELEAM 3 11 ML DR 11 M F L IIII 1111 IIII I I I I I III II II III I I W ❑ z IIII IIII IIII I I ., I i III i ,_64, 5 6 " 11 I I W III o III III I I Q J O [F1 BA HR OM QIIII (3U H MO EXI TIN J01 TSW 268FRN W S AIR PEN NG 0\6'0'\ �Li 8" MINI UM 6" III III III IIII I I I I � _ - II VJ III DE THT ELO IIII CN III I I III N Z OPEN q Z 1 - 1 LI ING Q I I REMOVE XISTI IIIA I To III E°ST°N SLA13 IIII IIII (3 FLU H IIII Z Q ►— a R OM o w M II I� IIII JOI TS F R N will I ABOV I I I w 0 ° I II� IIII IIII , IIII IIII w s SMOKE DR ff o C Iv IIII S AIR PENT GIII 3 2' ,o ``IIII `` IIII IIII`` ZI- IIII 3 2" 10" I I Ic o PO o Q II r^ j r j IIII E OF FLOOR ABO I DINING G � SHEET ROCK LINE OF IIII w III III I 1UPR 3) ml, ROOM � AROU D :EL. " E ISTIN WALII v1111 III(v III _ ❑ ELEVA OR TO E -0 F ER , 1„ 7.76' S OKE fV SHAT III III REMO EDIIII IIII IIII C7 N III ELEVATOR `v III W pip II $ 2 I C,-.)—D TECTOR 0E0 1 W ELM,PA 99 CEG IAL M I IIII IIII IIII �, Ld Icn II o O Q Ur III AE51[ENTIAL O II II IIII IIII IIII W ,0 68 o H. DOR III III IIII II IIII EXISTING FOUNDATION WALL O O L HDR FRONT DOOR UNIT 3-14" M HDR TO REMAIN. REMOVE 2" OF PER OWNER EXISTING FOUNDATION WALL3852 8" FOR ELEVATOR 2452 EGRESS 2452 2452 3852 2452 EGRESS 2'-& 48'-O" 10'-6" 21'-4" 10'-6" REMOVE EXISTING FLOOR REMOVE EXISTING FLOOR FRAMING FOR ELEVATOR. FRAMING FOR ELEVATOR.❑ CONFIRM ROUGH OPENINGWITHFIRM ELEVAOTORHCOMPAINY NG s"xs" Ac4 POSTS � WITH ELEVATOR COMPANYWRAP WITH i"x1 o" AZEK z Z 2 REMOVE EX Q 3 STEPS ANDISTING REPLACEONT AS CharlesSHOWN M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FRAMING PLANS I� FI RST FLOOR FRAMING PLAN P SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" PROJECT No. 1�19�21 DRAWING BY. CMT CHK BY. DWG No. ❑A - 006-FO 0 6OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TEC T.VISUAL CONTACT WITH THEN, SHALL CONSTITUTE PRIMA FACIF= EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 'ya` AN r °� 1 oCPr' 2•V ��� i REVISIONS D E S C R I P T 1 0 N 3/10/21 R TER TO WALL (14) 10d x 1 /2" FASTENER EXISTING RIDGE Ridge Beam TO REMAIN 9 TYPICAL ROOF CONSTRUCTION NEW RE VE ASPHALT SHINGLE ROOFING GABLE ROOF. FRAME \ 12 OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. THROUGH MASTER & 11,J'M RID LAYOVER FRAME NEW " LAYOVER RE—FRAME Q6 REVERSE GABLES OVER 2"X10" ROOF RAFTERS ® 16 O.C. EXISTING ROOF EXISTING ROOF FULL DEPTH CLOSED CELL SPRAY FOAM IN CATHEDRAL AREAS F MTS 12 rXoo 11 J" ML RIDGE e e c RIDGE 10 ATTIC \ TYPICAL CEILING CONSTRUCTION RAFTER EXISTING 2" X 10" CEILING JOISTS 0 16" O.C. TO REMAIN R-4g FIBERGLASS BATTS INSULATION \ EXISTING CEILING JOISTS TO REMAIN D 0 T.O. PLATE HEIGHT LAY OVER NEW REVERSE GABLE ROOF ON TOP OF LINE eF LINE OF EXISTING UJ EXISTING ROOF EXISTING WALL WALL TO BE 6'8" T.O._WINDOW_STO REMAIN I I REMOVED (TYPICAL) II (TYPICAL) TYPICAL WALL CONSTRUCTION LINE OFF M I I BEDROOM / " RIDGE STRAP TIE MASTER 2"x4" FRAMED W.I. HARDIE BOARD SIDING TYVEK HOUSE WRAP 1 2 CD X PLYWOOD RAFTER TO WALL NN ` BEDROOM PARTITION N CLOSET SHEATHING ON EXISTING 2"X6" WD. STUDS 16" O.C. - SCALE: N.T.S. l_L_ (TYPICAL) I I 2" CLOSED CELL SPRAY FOAM W/ R-15 FIBERGLASS BATTS SCALE: N.T.S. � � II = zo SINGLE PLY RUBBER ROOFING TYPICAL FLOOR CONSTRUCTION Simpson Strong Tie F- UP 24" ON REAR WALL I I EXISTING FLOOR JOISTS TO REMAIN WITH CEILING COLLAR TIES @ 32" O.C. R-21 FIBERGLASS BATTS. CS-20x18" MIN. WITH (7) 10d COMMON NAILS T.P. SECOND FLOORPER RAFTER INSTALLED OVER PLYWOOD YPICAL ROOF CONSTRUCTION 10'-1" PLATE HEIGHT EXISTING FLOOR J ISTS EXISTING FLO J TS PHALT SHINGLE ROOFING — — — EXISTING DECK FRAMING (NO CHANGE) 11 EXISTING HEADER—/ VER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 0 TO REMAIN X8" ROOF RAFTERS ® 16" O.C. (3) 11 � ML HEADER C$16 O„ T.O_ WINE) WS (3) 14" ML HEADER STUD TO BAND JOIST (20) 1 Od x 1 1/2" FASTENER Q ., TYPICAL V ;LL CONSTRUCTION rz z EXISTING EXISTING HARDIE BOARD SIONG TYVEK HOUSE WRAP 1/2" CD X PLYWOOD ° LLJ FAMILY LIVING SHEATHING ON EX'11ING 2"X6" WD. STUDS ® 16" O.C. J 0 ROOM ROOM 2" CLOSED CELL SPRAY FOAM W/ R-15 FIBERGLASS BATTS I MTS16 D35 ° ---_ CIO ' WINDOW SEAT ° I I •I /L(�J I T R CAL FLOOR CONSTRUCTION ° + +�------ O T70 T.O. FIRST FLOOR MSTA EXISTING FLOOR JOISTS l- - - - - - ISTING-FLOOR JOISTS TO REMAIN I I 0 ( ° I I ASS EXISTING DECK FRAMING (NO CHANGE) 21 B\GL\BATTS LTP4 ° LTP4 , I° J 00 EXISTING W 10 X 39 1,_6.° Q GRADE STEEL BEAM Uplift connectors shall bypass each other to 0 W LTP4, spacing as required for prevent cross-grain Simpson Strong-Tie Tie � BACK OF ELEVATOR p 9 q P 9- o shear. SSP spacing for uplift. tension of band joist. EXISTING 111 00 ADJUSTABLE ADJUSTABLE HANGER O EXISTING 8" FOUNDATION WALL IN TO REMAIN SILL TO RIM JOIST SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER EXISTING FOOTING TO REMAIN 1 4'4fNT Charles M . Thomas HU ROOF s CROSS SECTION ROOF a r c h i t e c t SCALE: 1/4" = 1'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I PROJECT INSULATION NOTES HOUSE I SECOND FLOOR —REMOVE EXISTING INSULATION ito, EXTERIOR WALLS 4-- -2" CLOSED CELL SPRAY FOAM WITH R-15 I �zti � I FIBERGLASS BATTS. IAYI I CROSS SECTION FRESH AIR INLET KC FLOOR FIRST FLOOR NOTE: -,n r o CONNECT PROPOSED POWDER R-21 FIBERGLASS BATTS. BATH TO EXISTING SEPTIC 2,19/ ROOF `P.V.C.PIPE PITCHED SYSTEM DATE: 1/19/21 —R-49 FIBERGLASS BATTS. (OPEN ATTIC AREAS) CONNECT APPROVED AS PERN.Y.S CODE PROJECT No. F.A.I. &SANINITARY SYSTEM DRAWING BY. CMT —FULL DEPTH CLOSED CELL SPRAY FOAM IN CHK .No DWG No. CATHEDRAL AREA PLUMBING RISER DIAGRAM 1A1_1 007- 00 SCALE: N.T.S 7 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIF EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONIS. TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE TABLE R 301.7 / � gi, -- Pt CORNER AND PARTITION POSTS WABLE DEFLECTION OF STRUCRURAL MEMBERS . '''` _ PIPING - R 6 0 2.7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES ROOF TRUSS RAFTERS W/ GREATER L/180 SLOPES THAN j W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE- GYPSM BOARD INSTALC � INTABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. / NOTCHING PROVISIONS ACCORDANCE WITH STUD INTERIOR WALLS AND H Iso JOIST IS PERMITTED TO PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX CEILINGFLOORS S PLASTERED L/iso STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND OF STUD DEPTHMEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA-] WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH / / NSTALLED IN ACCORDANCE / STUCCO FlNISHE d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE - ALL PANEL EDGES) WITH BRITTLE(b) FINISHES -r 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH - BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED lass or sandwich panels, the total load deflection shall not ,. AND SO BORED c LAP JOIST 3 IN. MIN. CUT INTO STUD - g p �. z exceed L/60. For sandwich panels used in roofs or walls of BOTTOM PLATE FOR FIRE BLOCKING o r, BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFC,%, 2015 SBC HIGH WIND EDITION SILL PLATE JOIST ° o SECTION 3.4.3.1 ,1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SI COVERING DEAD LOAD CTI 0 N 3.4.2.1 .1 FIGURE 3.3 A 8d NAIL AT 6 O.C. ON ALL �'i- CRAWL SPACE SUBFLOOR FRAMING MEMB, OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION ° SLAB-ON-GRADE (b) INSIDE CORNER DETAIL FRAMING EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS o BEARING WALL NON- BEARING WALLS: R602.6 (1 ) & (2� ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. N FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 157-1 2-10d NAILS V) N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST � F A S T E N E R S P A C I N G (inches) L4 SEE STUD TO RAFTER ;i Z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A Rj:C PPLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RONNETRS Q 0 Lr < 6 FEET < 8 FEET 1/2° SPACING—� ALLOWS A A E jCH SIDE N0. 8 WOOD SCREW 16" 10" 8" NsrnuWN NAILS ANCHOR WITH 2 EMBEDMENT FNAILS J HEADER STUDS -----FULL LENGTH 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS Q STUD (MIN.) o NOTE: 2"x4" BLOCK NAILED TO EACH F— AT HARDWARE ° CORNER EDD CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS ° NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD - z ANCHOR WITH 2" EMBEDMENT (HDU) o ° ° CONN CTO S N uP AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT W NOTE: SIMILAR RELED 5d COOLER NAILS AT 7 O.C. — LENGHT ° ° CONNECTION AT EA H SIDE Co NEC R FOUNDATION. R UIR WALL STUDS AND AT TOP AND z ° 2-16d COMMON BOTTOM OF CRIPPLES 2.0 GAUGE STRAP LL 0 NAILS ENDWALL. FLOOR BRACING AT END ' BAYS TYPICAL FRAMING AND UPLIFT 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL 0-8d NAILSUj LrENGHT, EMBEDMENT END WALL WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W I i SUBFLOOR `./ L.L_ 8d NAIL AT 4 O.C. ENDWALL STUDS Uj a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BAND JOIST ZD 12" MAX. FIGURE 11lFASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. ( WFCMJc. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN o ON J EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o 0 "' AILS BASED,L SHEAR WALL REQUIREMENTS QUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. t = TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ��� H NO CEILING RIDGE TENSION STRAP ° H/2 BUT NEED OT ' ' DIAPHRAGM CENTER 2x BLOCKING RI['GE.: HANGERS IF USE 8—�8d COMMON NAI S 0 LESS THAN 1,500 POUNDS. ° �yj�'j H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RA.i iLR TAILS ARE NOT EACHI END OF 1 -1 �' WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXC ED 15 FT. AX. EXCEED 40 FT. MA /4 0 ° STRAPPED TO TOP � cv o CORNER SND 15,/32 WOOD STRUCTURAL PANELS ,�-E OF WALL BELOW 20 GAUGE STRAP � Z HOLDDOWN o CONNECTED TO ON GABLE FACE AND ON WALL BELOW PL ROOF RAFTER (HDU) ° ° ° ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS Q ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP— DouBLE STUD (MIN.} RRED METHOD z 1„ AT HA DW RE , ° RAFTER Q Lv WIDE MIN. 14 8d NAIL AT 12" Q.C. ON o W/(8) 8 d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD16d Z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 24" NAIL AT FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL TABLE R301 . 5 NOTES --- cz CONNECTION N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T O.C. (ALL PANEL b. APPP AREA HOLDDOWN USED LIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R 3 01 5 / LENGTH NUMBER OF CAPACITY OF HOLDDOS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND .-� NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE _.- RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND _ Simpson Strong — Tie NAILING SCHEDULE TABLE 3INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-JRAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER .1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM U N I F 0 R M L Y [� I S TR I B U TE D L 0 A D S ( PSI ) 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimriey Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE __ 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� z A) OUTSIDE CORNER DETAIL LIVE LOAD CONNECTION ( BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE C 3DETAIL_ STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. ER00F RAFTER RIDGE 4-8d TO PLATE , GYPSUM BOARD 8d NAIL AT c. INDIVIDUAL STAIR TREADS SHALL BE UNIFROMLY DISTRIBUTED LVE LOAD OR AE3 ON POUNDOR THE Co NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� `n 3 SCALE: N.T.S. SIZE PER MOST RECENT ATALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. LU ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIDE WALL PANEL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS ANDEDGES) TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o ANY POINT ALONG THE TOP DECKS 40 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURA_ WALLS.f. VEHICLE GARAGES 50 L * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ®II PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L x ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 Q ® NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED M " NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE � (TABLE 3.1, WCFM 2015 J 24 O.C. I WITH STORAGE 20 ® HIGH WIND EDITION) LOAD REQUIREMENT.g. APPLIES �( ® w FOR STORAGE ATTICE THE 2RFORNTS OOF1`� ROOMS OTHER THAN SLEEPING R 40 ® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOTI CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ' 2 CORNER BRACING DETAIL - TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: P. Oe EXTERIOR C R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND o ° 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. � �TABLE 4 WFCM 2015 HIGH WIND EDITION) N,r The design of this structure is based upon prescriptive approach using the .-_=-"""�•• =�' .. ( TA B L E 2 WFCM Z'_015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC e �" CON ECT ONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: A " NAILING SCH ED U LI_ are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ,,��' � MAX. ANCHOR BOLT SPACING (INCHES) y ' ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, - . _ , RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoningand builrlin codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 5/8" ANCHOR BOLTS 39 sheet no. 1 having jurisdiction anbest stc. ,dards of construction ` COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8 ANCHOR BOLTS 26 g g # practice. Wind Limitations-Section R301.2.1 The American Institute of Archi;eots Conditions shall apply I 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. aF r" J z RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify oil conditions at the site. Any �� �� CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought io the attention of the Architect 9-16d EACH LAP P g CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of cor;truction. The Contractor shall be 916d EACH LAP Light and Ventilation-Section R303 responsible for corrections not !eported once he has started work \ CEILING JOIST OVER PARTITIONS FACE-NAILED - Minimum Room Area-Section R304 except for hidden job conditiom-. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE Sanitation-Section R306 equipment incorporated in the c.rt< will be new, and that all work - 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free fr ern faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of ` ;a final Certificate of Occupancy. r- TRIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be r:--ponsible for the construction means, a_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences )r procedures, or for the safety - Means of egress-Section R311 precautions and programs in connection with the work, and he of Landing-Section R311.3 shall not be responsible for the contractors failure to carry out U TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The Stairway-Section Section R311.7 Architect shall not be res onsi! c for the acts or omission b TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE y P y Handrail-Section R311.7.8 the contractor No changes shot'; be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designee, without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory pcliies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and generoi liability in an mount not cn �0 3-16d PER 2X6 STUD Insulation-Section R316 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage zo coverage not less than $ 2 million, The Architect shall be �n Moisture Vapor Retarders-Section R318 N named insured on an and all policies. > FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 y w Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous a FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with cor crete or masonry to be Wolmanized 4-8d PER JOIST Elevators and Platform lifts -Section R323 JOIST TO SILL TOP PLATE TO GIRDER 'TOE-NAILED or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke dete.:tor alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors ,ind shall be all interconnected per code. 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operobir� windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED) 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM (TOE-NAILED) found upon excavation, 11. All electrical work to be in ,)ccordance to the rules and 0 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is w , to be presented to the Owner ut the completion of the job. (� BAND JOIST TOJOIST END-NAILED n 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I-' 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal systen to meet Health Department standards. I1,J ROOF SHEATHING •� 13. Do not scale drawings, Use figure dimensions only. 00 8 poured concrete foundation wall, 8'-0 high, 3000 # test 14. All work to conform to the rules and regulations of the New York 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC / Energy Conversation Constructic:, Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to i rive insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection ac; indicated on these plans exceeds z W ^ " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6 EDGE / 6 FIELD P # P the Codes minimum standards. , Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 CEILING $HEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed cr not. They may not be used Q Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by �vritten authorization of the Architect. \ GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retcrn^.d for site supervision, on-site �f Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing ,J STRUCTURAL PANELS STUDS SPACED UP TO 16 OC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. 0 Provide 3 1/2' steel lally columns. f- Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CCHNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION �;UIDE AND 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR Hl,_i i WIND RESISTANT GYPSUM WALLBOARD Draftstopping - Section R502.12' CONSTRUCTION CATALOG C-H1,,'02 W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATICi; USE: LL.I Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie (- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 " ' Floor joists: see Foundation and Floor Plans, spacing as noted. Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE. AT EACH RAFTERW 2-2x6 ACID sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR P F,,!METER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON ';,'ALL 4-1Od x 1 1/2" N-'01 L� USE (4)-8d NAILS AT EACH f. ;C FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. 1 OR LESS 8d 6" EDGE / 12' FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH E1,10 ATTACH LEDGER TO FRAMING Overhangs as noted. 10d 6" EDGE / 6" FIELD vinyl vented soffits. RIM ,1,01ST TO STUD CONNECTI�Pd USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1 Alluminum gutters and leaders. Siding: see Elevations. „ Tyvek housewrap. MTS 36, 16O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH 1 i 10 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH f ND Simpson Strong-Tie 1/2" MR GWB in wet areas USE: O At least one window in each sleeping room shall comply with the exit re rrements RAFTER TO STUD CONNECTION l �E: P g P y q MTS 36, EACH ROOF RAFTER U210 2X6 H- C4 of section R310. USE 8 16d NAILS AT EACH Et:.) Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z 2 - figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER SIMPSON STRONG TIE 10d x 1 1 " U Follow exterior corner framing detail figure R602.10.5 4- / 1 1 /4" COIL STRAP - DECK POST TO CONCRETE COi;NECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNE,TION USE: 3: NAILS AT EACH STUD SIMPSON PC44 FOR EACH POST Q U' r� SIMPSON H-8 USE W/ONLY 5 For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- n- MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) percent slope), � 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNLC l ION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT underlayment ` . U210 2X6 shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T (SEE ANCHOR SCHEDULE, of u AT EACH DECK/PORCH JOIST ON DWG$ A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BEL{�',°,') .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 r' Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRD_f� USE: HDU ^ overlapping H2.5A AT EACH ROOF RAFTER �, °t (14) SDS Ya X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" �. 7" MIN EMBEDMENTo o For roof slopes of four (4) units vertical in (12) units. T` f== I C A L PORCH / DECK LEDGER Ice Protection (Section R905.1.2 U • ;` (SEE FOUNDATION PLANS A-3.1 AND ° A-3.2 FOR LOCATION) ° Underlayment in High wind (Section R905.1.1 i CONNECTIONS T • °' ° o (MINIMUM DOUBLE STUD) ° O • a ° . SIMSON STRONG - TIE Flashing la hingnd tion R90es2-8)Cha ter 10 ) STU Y2 BEARING PLA_iE D cp �° p• 'Q ti 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report ° •p, d ° , , • ° Y P P • e vMechanical - Chapter 12 DOUBLE 2X MIN. o, ° .Q ,.a� °° D• ,o •°Q, �Ia�, p ,o " USE 4-8D NAILS @ EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR , ,..° • , ° , ° • , r, L - Heaitng and cooling equipment - Chapter 14 BEAM e o° s c •° a o• !dal ° a o Exhaust Sustem - Chapter 15 ■ Z D •'�n� �n• �,o• „j�'n•• °' DI Duct System - Chapter 16 ■� DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie o D u D > D 4 >D. c ° c ° r,0 °°„ 'n Chimneys and Vents - Chapter 18 AC4 • c c , •A& "�a 1 do c °° SSP Plumbing - Part VII AT EACH POST ■� a i' SEE PLAN 1 3/4" IMUM °• °. as 'e Flood Zone - 301.2.4 W EDGE DISTANCE ,•, 9' ° H E,40ER g FLOOR TO FLOOR D °• LSTA21 •1. Simpson Strong-Tie /� KING STUDS CS201% COILED Y2 THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1 JACK STUDS OVERLAP AT EACH V L X SIMPSON STRONG -- TIE SIMPSON STRONG-TIE STUD ■■� o m 1 1 /4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER _ nK o 16" O.C. USE 4-8D slDEcovER o LV AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D MIN OVERLAP IS 12 s`� MIN EDGE '. • •,•• ®® . ::•:•• ;; DISTANCE* NAILS AT EACH END, JACK 0 SILL 12" MIN OVERLAP PER I RT2.5 COMPONENT STI-108 <~'" �a.:; a ' :r °:•Q; MIN EDGE SHEET N0. STUD TO ROOF RAFTER °= FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP TINDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. 0�'ERLAP IS 12 C 0 N N E C TI 0 N S. AT EACH POST FOOTING INSTALLATIONIM DISTANCE CHART FOR _ FRAMED OPENING EXTERIOR WALL SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST T0 STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS