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49047-Z
TOWN OF SOUTHOLD 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 #: 49047 Date: 3/22/2023 Permission is hereby granted to: Kadillak, Joseph 166-26 Powells Cove Blvd Apt 8C Whitestone, NY 11357 To Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 775 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-35.1 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 9/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $800.00 CO -ADDITION TO DWELLING $50.00 Total: $850.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htil2s://www.sotitholdtownny.gov Date Received Illi II L N 1:::::OR BUILDING PEIRMIT For Office Use Only l� li, iC '7 PERMIT NO, Building Inspector. poll y Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:09/14/22 OWNER(S)OF PROPERTY: Name:Joe Kadillak SCTM # 1000-135.00-03.00-035.100 Project Address:775 Mill Creek Dr. Southold, NY 11939 Phone#:(917) 622-0717 Email:joekadiIlak23@gmai1.com Mailing Address: 166-26 Powells Cove Blvd Whitestone, NY 11357 CONTACT PERSON: Name:Steven Affelt Mailing Address: Box 762 GReat River, NY 11739 Phone#:(631') 553-6333 Email:steve.affelt@gmail.com DESIGN=PROFESSIONAL INFORMATION: 1 Name:Steven Affelt Mailing Address: PO Bok.762 GReat River, NY 11739 Phone#:(631) 553-6333 Email:steve.affelt@gmail.com CONTRACTOR INFORMATION: Name.. Adi'ke,,, C44AIe- JA'AA 1-� Mailing Address: Phone#: AR Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded?, ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No 1 °"." PROPERTY INFORMATION Existing use of property:single family dwelling Intended use of property:Single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ONO IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Steven Affelt RAuthorized Agent ❑Owner Signature of Applicant: Steve Affelt mas �A M °- • ��V°s Date: 09/14/22 STATE OF NEW YORK) SS: COUNTY OF -Suffolk ) Steven Affelt being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent/design professional (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/tier knowled��e and belief; road that the work will be performed in the manner set forth in the application file tie ew t-LIE A`STAFJ9]'� N atary au'btio, State of New York .01ST6035196 Sworn before me this Qualified n Suffolk County � Comrrtisslon Expir Decerab 27 20P-3 _a today of Com- v1®it-f- J 20 Notary Public PROPERTY IES AUTHORIZATION (Where the applicant is not the owner) Joe Kadillak residing at 166-26 Powells Cove Blvd Whitestone, NY do hereby authorize Steven Affelt to apply on my behalf to the T wn of Southold Building Department for approval as described herein.. 64�ner's ignature Date I q0i LL- Print Owner's Name 2 Building Department Alication AUTHORIZATION r (Where the Applicant is not the Owner) I, Joe Kadillak residing at 166-26 Powells Cove Blvd (Print propr^tyt'owner's name) (Mailing Address) Whitestone, N Y 11357 do hereby authorize Steven Affelt ° (Agent) to apply on my behalf to the Southold Building Department. /04 09/14/22 (O°+ne\ s Sit;njature) (Date), . JOEkADiLLAI',-- (Print Qwner's Name) KELLIE A.STAMM Notary Public, state of New York t Nn. 91 ST6035196 R Qualified n Suffolk County Commission Expires December 27,20-A,5 STEVE AFFELT ARCHITECT DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA ZONING ANALYSIS 12 = � a Z SITE PLAN 1"=20'-0 -_.. (mja CREEK) - M� 12 2 STRUCTURALCALCULATIONS CATIONS g yg2Y4 24.29'5 41'54'15"E e.,:mc.urs 96 26.14 24.28'49. =r- 37ft.distON - - - +m.. t r`mn N .m , 8 i�asmf n., r E,os-.ran Ieasy 1.t,e:.x ..T I., E r" �- -PON '2o n a PLUMBING RISER DIAGRAM _ �- a SKYPLANE DIAGRAM 1"= 10'-0" -' 3 Z -b 6s 14 1-7 s• s 1-53.5# Ua - - 2 1 m KADILLAK ADDITION l TITLE PAGE, I DWG INDEX&SITE PLAN T-001.00 •n r ., ,/ ,. .,, ... ,. ,. ,,:;, .. r %,fir, -,/r.. %•a%, �R/ Al 'AR 66 ice"' Uj DD' a+� STEVE AF " ELT "P:, ARCHITE T „ i 3 ,r r j r i r st' i „r, c FAR I A Ly r r , r is 5rrr, r. , S , , r „ , ;fid;„: i PHONE: 6 I 553 6333 3 ., 0 .. ,.. :;” •..;., ,,. .9i%' .. %�"- :,.�. ,; ;;,lel„: 3 9P , O OX 2 6REl�T RIVER, NEW R / R]" A Av E YO K M R1173q ,, r / T7�iy� , r ; r , ,r r. , GON5ULTANT: �55�Sso�S DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIAo � DWG. NO. DRAWING TITLE INITIAL ISSUANCE REVISION LATEST ISSUANCE DATE PROP05ED 5E0ON0 FLOOR ADDITION ATOP FOOTPRINT OF EXI5TIN6 FIRST FLOOR. (1) NEW BATHROOM(0) ADDITIONAL BEDROOMS. TOTAL OF (3) BEDROOMS BUILDING PLANNING- DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS c� I T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 - _ UPON COMPLETION. 6ROUND 5NOW LOAD: 45 P5F J G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 - - FLOOR DEAD LOAD: 10 P5F EXTERIOR BALCONIE5 60 G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 - - ZONING ANALYSIS FIRST FLOOR LIVE LOAD: 40 P5F DEGK5 40 SECOND FLOOR LIVE LOAD: 30 P5F PA55EN6ER VEHICLE 6ARA6E 50 G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 _ - ROOF DEAD LOAD: 10 P5F ATTIG5 WITHOUT 5TORA6E 10 ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION, NY 11939 ATTIG5 WITH 5TORA6E 20 ROOF SNOW LOAD: � P5F ROOMS OTHER THAN SLEEPING 40 ARCHITECTURAL BLOCK/LOT: 1000-135.00-03.00-035.100 BA510 WIND 5PEED: 130 MPH A-100.00 FOUNDATION PLAN & FIRST FLOOR PLANS 10/12/22 - - WIND EXPOSURE GATE60RY: B ROOMS 5LEEPIN6 ROOM5 30 ZONING DISTRICT: R40 5E15MIG VE-516N GATE60RY: B 5TAIR5 40 A-101.00 SECOND FLOOR, ROOF PLANS & DETAILS 10/12/22 - - ZONING MAP: EAST MARION WEATHERING AREA; SEVERE 6UARDRAIL AND HANDRAIL 200 A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 - - PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPTH: 3'-O" ==OF IM& TERMITE AREA: MODERATE TO HEAVY . A-300.00 BUILDING,SECTION AND DETAILS 10/12/22 - - NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY DECAY AREA: 5LI6HT TO MODERATE RAFTERS W/SLOPE 6REATER THAN 3/12 WITH NO FINISHED CEILING U00 A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 - - CONSTRUCTION CLASS: TYPE V-WOOD FRAME WINTER DES16N TEMPERATURE: It A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 - - OCCUPANCY: RESIDENTIAL, R-1 ICE SHIELD. REQUIRED INT. WALLS $ PARTITION5 H/150 FLOOR HAZARD: YE5 IN FLOOD ZONE PLOT PLAN FLOORS t PLASTERED CEILINGS L1360 LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5aa ALL OTHER 5TUGT. MEMBER5 X40 MEAN ANNUAL TEMPERATURE: 50 LOT AREA: 11,105 (70'X 142') Nl'5 CLIMATE ZONE: 4 EXT. WALLS W/PLASTER OR STUCCO H/360 I EXT. WALL5, WIND LOAD5 W/BRITTLE FIN15HE5 L/240 DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE FEMA FLOOR ZONE: W�` EXT. WALLS, WIND LOADS W/FLEXIBLE FINISHES J_/t2O PLUMBING RISER DIAGRAM GENERAL REQUIREMENTS I PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES 1� LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES STRUCTURAL CALCULATIONS YARD REQUIREMENTS LOT WIDTH 70'-0"+/- 100'-0" 70'-0"+/- NO CHANGE EXIST NON-COMPLY I`r' =3 } W LOT DEPTH 175'-0" 142'-7 142'-7"NO CHANGE EXIST NON-COMPLY REQUIRED 5PAN — 12'-7" � STUDS i5T5 THRU5T FACTOR - I LUMBER - VOU6-FIR #1 LUMBER - 5AWN 2X10 F.J.'5 0 16"O.G. rl REQUIRED FRONT YARD 35'-0" 52'-2" 52'9-3/4" YES WIND FACTOR - 0.87 MAX. WALL HEI6HT- 8'-O" REQUIRED 5PAN - 12'-7" REQUIRED SIDE YARD (280-46) 10' MIN,25'TOTAL 21'-9"; 45'-4"TOTAL 24'-9'; 57'-5"TOTAL YES SLOPED ROOD ADJUSTMENT- I U5E 2X6 5TUD 0 16" 0.0......OK r _ LUMBER - SAWN 2X10 R.R.'5 @ 16" O.G. TABLE 3.14 - MIN. PANEL THICKNESS = 7/16" r— ( REQUIRED REAR YARD (280-46) 35'-0" 36' 1-1/4" 36' 1-1/4" NO CHANGE YES WIND LOAD 5PAN — 12.58 X.87 X I =.......OK /"6u ,�sNI=.ATF U12 MN. l� I HEIGHT REQUIREMENTS 5NO14 LOAD 5PAN - 1258 X I = .....OK 5HEAR WALL MIN. PANEL THICKW55 = 7/16" MIN. TI BATwj�OM I I SHEAR WALLS A5 PER WFGM 3.4.4.2 des ERAMf AIS "�,M UM MAX. ALLOWABLE HEIGHT (280-46) 35'-0", 2-1/2 STORIES 16'-1 1"ONE STORY 26'-11",2 STORIES YES _ -TA 3 A5 PER WFGM 32.1 NO. DATE DE50RIPTION FLOOD ZONE ZONE AE (EL 6) N/A....OK CAS T10N *� 01 08/26/22 155UED FOR REVIEW 5EC,aV FLOOR ;7 ( C&MrenmREQ. #OF 8D COMMON NAIL5 IN EACH END 02. 10/12/22 155UED FOR FILIN6 ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRIC #OF 8D COMMON NAIL5 IN EACH RAFTER J015T TO TOP 5TRAP = 6 " MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 Panel Thickness - 1/2" Mtn. PLATE CONNECTION = 4 2' >' — ECCC OF NYS. 29 - OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION Nall Spacing for 8d Common Notts #OF 8D COMMON NAIL5 IN EACH r- I KITGt�N Location Edges Field END OF 1114"X 20 6A. 5TRAP = 3 4" Per. Edge Zone 6 6 w,aS�+ER �' ��n� Interior Zones 6 12 NI EM -H= WALL I BATHROOM � Gable End Wall Rake 4 4 HEIGHT- b' I t - T 3,18 WIND 4,360 LB5. 5EI5MIG 2,400 LB5. FIRST FLOORUJREQUIRED 5PAN - 12'-7"LUMBER- GO " GO 6RA� DOUG FIR #2 USE 2X8 16" O.G. ....... OK 4 ° CO SITE PLAN 1 " - 20 (MILL CREEK) '-0" BUILDING PLAN fi�>��/IEW NOTA: S 45'27'42"6-14 If S 4 ` 'E ` > distance) 24.29 APPROVED AS NOTED , � I DA t as a3 B.P.i' � o/ S cone for�tin9 FEE ®Y: Conc wallNOTIFY BUILDING DEPARTMENTAT -� 631765.1802 SAM TO 4PM FOR THE con wall FOLLOWING INSPECTIONS: rocks'" 1. FOUNDATION-TWO REQUIRM FOR POURED CONCRETE metal fence in ,� FO � � �- 2 ROUGH-FRAMING BPLUM9IdQ carne. wall s = �;' - "J. INSULATION F 0' N Zzi !v FINAL-CONSTRUCTION MUST ;D �,W � � BE COMPLETE FOR CO. � mo masonry {^� ALL CONSTRUCTION SHALL MEET IM stoop AEQUIREMff=OFTHECODESOFNEW AREA OF YORK STATE NOT RESPONSIBLE FOR 2ND STORY DESIGN OR CONSTRUCT IDN ERRORS 24'—cf 1/2" ::::::: .:: :::: : ;:: BALCONY ...........:::::... outdoor 5. AREA OF � shower-1n PROJECT NAME: ,8.5`x4.5# 2ND STORY ADDITION L .T KADI LLAK cz " ce 261'473/4" 3�=a 2stoop „ =� m son ( R 5TREET ADDRE55: 715 MILL GREEK DRIVE cUJIr: TOWN: EAST MARION 0 ^- 5TATE: NEW YORK � ,��, shed � m POSTAL GODS: - IIQ34 14- T 0V LOT5 1000-135-03-35.1 4 Cnrlc' tt) 51TE NUMBER: N/A TIL , _ btretcne I NODEX & SITE drive ,„ = 20' L 6- &V L=53.54 SEAL $ T :- PROJECT NUMBER: 2022-0021 \cam C, INITIATED DATE: 03/01/22 -C Vo EIRM %51JEN g• .tI %], DRAWN BY: 53A 'T E' fit . C� CHECKED BY: 5BA pole :� �•F DRAWING NUMBER: '"' TOVA 037W Com: ® • OF N E\N PA6E: I OF a NAJLINS sTRAPPI� AT RAFIFR To RICE WM elgM CalINO ZE& (REQUIRED FOR ALL NEW CON5TRUGTION AND/OR NEW ADDITIONS) TYPICAL Rif?6,E 5TRAP U5E 51MP50N G516 IN" F E LT NOTE: FASTENING RECOMMENDATION5 FOR SIDE-LOADED, TABLE 3.13.1 _NAILING 5GHE0ULE/FRAMIN6 t SHEATHING ALL STRAPPING TO BE I-I/4"xib GAUGE 51EEL OR 'S1MF'SON' 5TRUGTURAL R106E U5E 51MP50N L55910 MULTIPLE-PIECE MEMBERS ST "- vE AF EQUIVALENT- C516 (COILED STRAP) ALL COIL 5TRAPPING TO ILNO JOIST HAVE A MINIMUM OF 12" BEARING ON WALL STUDS (ALL �� RAFTER NAILED' ElOL1Et3 BUILDIN6 ELEMENTS #OF COMMON NAIL5 #OF BOX NAILS NAIL STAG►NG NOTE: FOR CATHEDRAL CEILING AT SLOPING _ _ _ _ _ STRAPPING SHALL BE INSTALLED A5 PER MANUF. SPEGR) I�, S OR RAFTER TO HEADER GONNEGTION SIMPSON' EDA r 2 t I6a HeoW lea RovNS • Rp►y515• RRDWLZ)�' ROOF FRAMINGn--MITE 'T PROVIDE 5IMP5ON'L55U2& 5LOPEABLE HAN6ER. I O`' IO2"�0/,. . o I O.C.° � ocL5T® 4 o 121 .C. " •6'oc. RAFTER TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER RAFTER A MOO kmo ALL 5TRAPPIN6 To BE @ I6" O.G. ALL CONNECTORR IN o dol rs CONTACT w/P/T WDOL� SHALL BE FINISHED w/ `IMAX' P05T 1N ADDITION To STRAPPING® RIDGE. OP �"� HOT-DIP GALVANIZED OR 5TAINLE-55 STEEL. BEAM SELECTION w/ STD. NAILING AS NOTED IN NOTES 7&8 CLC. J015T TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER J015T PHONE: (631) 553-6333 AT RAFTER TO TOP ELM TO 57LV T10N Zx STIA 1. TOP AND BOTTOM ROH5 SHOULD BE 2" FROM E06E5 GL6. J015T TO PARALLEL RAFTER- FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qa EACH LAP PO BOX 762 'SIMP50N HRA 2. BOLT HOLES ARE TO BE THE 5AHE DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" GL6. J015T LAP5 OVER PARTITION - FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qo EACH LAP CREAT RIVER, NEW YORK 1173cl NAILINQ NOTE, ALL CLIPS +E STRAPS GAN BE MOUNTED FROM THE TOP AND BOTTOM OF TI-E MEMBER. EVERY BOLT MU5T EXTEND THROUGH THE FULL PRESCRIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A° 6ALV. To BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, THICKNE55 OF THE MEMBER. U5E HA5HER5 UNDER HEAD AND NUT. COLLAR TIE To RAFTER - FACE NAILED 5EE TABLE 3.6 5EE TABLE 3b PER TIE 2-IOd EACH END NAILED AS PER TABLE: 3.45 $ 3.6A (RID6� 3. FORAGER EACH ROW of FR Tf�ERS BY 12'. BLOGKIN6 TO RAFTER - TOE NAILED 2-8d BUT NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.46) 4. FOR ATHREE-PIECE MEMBER, 1T-IE SPECIFIED NAILING 15 FROM EACH SIDE. 5. FOUR-PIECE MEM13ER5 5HOULD CNLY BE USED HHEN LOA05 ARE APPLIED TO BOTH SIDE OF RIM BOARD TO RAFTER -END NAILED 2-16d 3-!bd EACH END ALL MANUFACTURED FRE-FORMED &ALV. GONNECTOR5 TO BE THE MEMBER. CONSULTANT: NAILED IN 5MCT ACCORDANCE HITH MANUFACTURERS ALTERNA b. VALUES FOR NAILING CONNEGTIO)N5 MAY BE DOUBLED FOR 6"O.G. OR TRIPLED FOR 4" O.G. HALL FRAMING INSTALLATION REQUIREMENTS $ INSTRUCTIONS sl IM M( MTsiG A PIA NAIL STAGING. GR 57D. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: TOP PLATE To TOP PLATE - FACE NAILED 2-I6 2-ib PER FOOT AT STiA TO f=L010R A Y TO 511JD TION 7. 2 ROWS OF I6d COMMON NAILS(2 O.0) FOR DEPTHS 12 OR LE55 TOP PLATE5 AT INTERSECTIONS - FACE NAILED 4-I6d 5-I6d JOINTS- EACH 51DE (ONLY APPLICABLE FOR TWO-5TORY CONF16URATION5) IM pOARD &. 3 ROH5 OF Ibd COMMON NAILS (12" o.C) FOR DEPTHS OF q" ", I618". FOR STRAP- (4)8 D COMMON NAILS AT ��• STUD TO 5111D - FACE NAILED 2-16d 2-I6d 24" O.G. HEADER TO HEADER - FACE NAILED I6d I6d 16" O.G. ALONG ED6E5 EACH END OF STRAP sIMPSON' 6516 FOR ALTERNATE (14) 10 D COMMON NAILS FOR TOP PL. OR BOTTOM PL. TO STUD -END NAILED SEE TABLE 3.5E 5EE TABLE 3.5a PER 5TUD � � STRAP GONFI6URATION - EACH RTRAP(TWO STRAPS TOTAL) 51MP50Mr 6516 BOTTOM PL. TO FLOOR JOIST,BAND J015T OR BLOCK-6 - FACE NAILED 2-16d 2-Ib PER FOOT FOR 2ND FLOOR 5HEATIN6 TO OVERLAP FIRST 2x RIDGE Two Rows mrzEE Rows oL.�" 06. FLOOR FRAMING �" ADDITIONS - (4)8 D COMMON NAILS AT ALreRNAre 'SIMPSON' I1AM7 AT 5TW TO FLOOR ASSEMBLY TO Roo ° 2x sTI,D p ° p p J015T TO SILL, TOP PL. OR GIRDER - 70E NAILED 4-8d 4-I0d PER J015T SILL PLATE 1en�(.TIOAI 640AR TIp p p p ° BRIDGING TO JOIST- TIDE NAILED 2-8d 2-I0d EACH ENDFOR STRAP- SECOND FLOOR S1U05 BY MIN. 12" O O p O EACH END OF STRAP HRAP BLOCKING TO J015T- TOE NAILED 2-8d 2-I0d EACH END 5TRAPPIN6 UNDER SILL PLATE 2x STUD Two Rows za" o�. sraOr� TWO ROWS e" 0/1. BLOGKIN6 TO SILL OR TOP PLATE - TOE NAILED 3-I6d 4-I6d EACH BLOCK AT STUD TO FLOOR A }'�O 5lI „�'j,�4TErTION Ase PLA (SLAB ON GRADE ANL)/OR GARAGE WALL APPLIGATfONS) - 0 0 0 o a © © 0 0 o LEDGER STRIP TO BEAM- FACE NAILED 3-I6d 4-Ibd EACH J015T FOR STRAP- (4)8 D COMMON NAILS AT L - - - - o ® 0 0 0 0 0 0 o JOIST ON LEDGER TO BEAM- TOE NAILED 3-8d 3-I0d PER JOIST O BAND JOIST 70 J015T- END NAILED 3-Ibd 4-Ibd PER J015T EACH END OF 51RAP WRAP PLOT PLAN 5TRAPPIN6 UNDER SILL PLATE A RIM BOARD 1. NAILING REQUIREMENTS ARE BA5ED ON 5HEATHIN6 NAILED 6" O.G. AT THE PANEL E06E. IF WALL BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-Ib 3-I6d PER FOOT I. SHEATHING 15 NAILED 3" O.G. AT THE PANEL E06E TO OBTAIN HIGHER 5HEAR CAPACITIES NAILING sIMPsON' Gs� RE VIREMENT5 FOR 5T RUGTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE cONNEGTOR5, SUCH A5 ROOF 5HEAT HIN6 PRE5CRIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A. &ALV. TO BE NAILED A5 PER TABLE 3.4B d 3bA (RIDGE) ILL PLATE SHEAR PLATE5, SHALL BE U5ED TO MAINTAIN LOAD PATH. I 2. WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF STRUCTURAL PANELS 8d IOd SEE TABLE 3.10 i f=a,NDATIPN WA-6--\ NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT DIA60NAL BOARD 5HEATHIN6 ALL MANUFACTURED PRE-FORMED &ALV CONNEGTOR5 TO BE NAILED IN 5TRIGT 3. CORRO510N RE515TANT II GAUGE ROOFING NAILS AND 16 GAUGE 5TAPLE5 ARE PERMITTED, CHECK Ixb OR !x8 2-8d 2-IOd PER SUPPORT ACCORDANCE HITH MANUFACTURER-5 INSTALLATION REOUIREMENT5 d IN5TRUGTION5 113C FOR ADD►TIONAL REQUIREMENTS. NOTE: FOR ROOF 5HEATHIN6 AT 6ABLE AND RAKE OVERHANG, PROVIDE NAILIN6® 4" O.G. IxIO OR WIDER 3-bd 3-I0d PER 5UPPORT NTT3ZILR zae MO ,AEffi �f SPRINKLM5 5YST� 4 CARBON MONOXIDE ALARMS �"cM ceNrT3R G 6 SHEATHlN6 8313: ffl=� Zx Srt� �.n: n aH G GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 51MP50N' G51 NA N AS WALL 5HEAT HIN6 (.4 FEET W®E FRaA WALL SILL PLATE , k HOOD 5TRUGTURAL PANELS 8d IOd SEE TABLE 3.11 F=2W,=M2LjLRMAj=ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN fi. ACCORDANCE WITH UL 211 AND INSTALLED IN ACCORDANCE W"THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD EON F113D:� � FIRE WARNIN6 EQUIPMENT PROVISIONS OF NFPA 12. ,¢;' Aw RTRUGIURAJ FIBERBOARD PANELS adJDATIaJ WALL `' '•r`�. 1112" it 6A 6ALV ROOFIN6 NAIL - 3"ED6E/6" FIELD 4005EHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 11 THAT INCLUDE SMOKE ALARMS,ORA " CO 13IMA71ON OF 5MOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES IN5TALLIED A5 REQUIRED BY THIS SECTION .; ON GHLT� 25/32 It 6A 6ALV ROOFING NAIL - 3" EDGE/6" FIELD -• 4 .tia�r- �Ex b' :.- ' FOR SMOKE ALARAf5,SHALL BE PERMITTED.THE HCUSEOID NFIRE ALARM(SYSTEM WALL PROVIDE THE SAME LEVI-7_OF r.:.x 1`ElD: p."ON Gf3•ti@t '�•'+. ,_..'- " " SMOKE DETECTION AND ALARM A5,REQUIRED BY THIS 5&TION FOR SMOKE ALARMS IN THE E VERT OTHER FIRE :`; ,, �';,�, s .r} 6YP5UM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE/10 FIELD -" x„. 7• ''° HARDBOARD 5EE TABLE 3.11 SGRIPTION ALARM PANEL 15 REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL STATION. - `:?i:a :'fit •:c... .5y�•.. 8d 8d ''`' NO. DATE DE SMOKEPIS OM SHALL BE INSTALLED IN 1»FOLLONN6 LOCATIONS, I.IN EACH 51.lEEF'IN9 ~� y PARTIGLEBOARD PANEL5 &d &d 5EE MANUR 01 08/26/22 155UED FOR REVIEW IN5 RO 2.OUTSIDE OF EACH SEPARATE SLEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIAGONAL BOARD SHEATHING 02. 10112122 155UEO FOR FILING 3.ON EACH ADDITIONAL STORY F TE OWELLIK IrALVM BASEMENTS AND CL31AR5 BUT NOT INC VIDIN6 GRAWLSPRZ-5 AND UNINHABITABLE ATTICS.IN DW8I.I1I65 OR VelI LIMO UNITS NTH I x6 OR I x& 2-&d 2-I0d PER SUPPORT SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON TIE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL ROOF 91EATHINO AND WALL 61IF-AMINO ATTA(,HMENT DIAGRAMS IxIO OR WIDER 3-8d 3-10d PER SUPPORT PROVIDED THAT THE LOWER LEVEL 15 LE55 IRAN N OW FULL STORY BELOW THE UPPER LEVEL. NYS RES. COGS Res 1 dent I a I Code of NYS M. RVII(15) FLOOR 5HEATHIN6 WHEN MORE THAN ONE SMOKE ALARM 15 REWIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DNE LINO UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT TIE T I(�� 5TRUGTVRAL PANELS ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. " "" 2M &P ME PIM THE ALARM SHABE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BAGKGRODUD NOISE LFAE.5 LL AUD I" OR LE55 8d IOd 6"E06E/12" FIELD NTH ALL INTERVE"I"6 Dnoa5 CLOSED. H"'IMA`' STA GREATER THAN I" IOd Ibd b"ED6E/b" FIELD AGRn.afMU WAME STY GA"PLASM PSE A574 D 2W AsrM F bar cm emu DIA60NAL BOARD SHEATHING INTERCONNECTION 15 WT REWIRED WHEN SMOKE ALARMS ARE PERMITTED To BE BATTERY A5MW5<Z4W Pff AST"0 425 OPERATED N ACCORDANCE NTH SECTION R3I3.Is OlW4WN PR'E ASTHA 741OWS M,A5T"A W Ixb OR !xb 2-8d 2-10d PER SUPPORT IN M54 GO5TR(.GTIOr,THE REWIRED SMOKE ALARMS SHALL.RECEIVE THEIR Ga�Go"s051M AM DWV WRV"40 F5 Pmr H50Lm) Asr"F Mes IxIO OR HIDER 3-8d 3-I0d PER SUPPORT PRIMARY POWER FROM THE BUILDING NRIN6 WHEN SUCH NRIN615 SER`vW FROM A COMMERCIAL SOURCE,OR AN ON-SITE GGot=W C.c FMM AM VWSGEM 40 P5 PPE rZ1AAR G 1 'fir F KM EL CTRICAL Po;,M SYSTEM AND I+EN PRIMARY POWER I5 INTE M PTT D,SHALL RECEIVE POWER FROM A BATTER' SECTION R311: EV& OF Eff= COPXII ww wwosm Pvr,DHv a emz 4o m Pm T ASTM r 14" BACKUP.NRIN6 SHALL BE PERRANENT AND WITHOUT A DISCONNECTING SNrCH OTHER THAT TH05E REMIRm FOR IMM MR29ALAL OVERGURRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO BE ON AN ON-SIT ELECTRICAL POWER SYSTEM OR Gds t sttr r,G o►A�saeztr 4o ms Ps r F03iuAR cGRPU ASM r HO�,ASM F eai IN BIJILDIN66 THAT VNDER60 RE'AIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE HANDRAI 5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH CONTIW6 RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. corxrRLVW cor+1MTE Pvc rPs-ora,Psu40,P52000 DW ASMr 14ao WITH APPENDIX J. ME=MM HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE 5,OPED PLANE ADJOININ C,TIE TREAD NIOSIN 6,OR FINISHED SURFACE OF RAMP SLOPE,5HHA11 BE NOT caF"R OR COPS AUOr Pier Ayr"a 4a„A57?4 0 502 LESS THAN 34INGHE5AND NOT MORE THAN 38INGHE'5 COPPER ORCOMVlOr7WMAYPPK,K1„"i."GR MV ASTHDT,ASTMa38,ASH 5254AMM 644t BUILDINC PLAN RYI N NOTE: MU �j,HANbRAlLS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT;FROM A POINT DIRECTLY ABOVE THE TOP RISER POMBIN PGE AST"F"G4 05A M3 fXISTIN6 BUILDIN65 UNDER9011,16, REPAIR, Par MM OLORVE P,(a KA61V PFE MW DW MTH D WE A ASM D 2949,GGA 15WA RA ALTERAnOFy GHHANI6E OF OCC.UPAh(GY,ADDITION OR RELOCATION SHALL BE PROVIDED LA NTH SMOKE ARMS AS REQUIRED OF THE FLIGHT TO A POINT DIRECTLY ABOVE TIE LOWEST RISER of THE FLIGHT.HANDRAIL ENDS SMALL.BE RETURNED OR SHALL TERMINATE IN A N>E�. POST OF SAFETSAFETYETDIX J. TERMINAL5.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-142'BETYEEN THE WALL ANBD THE HANDRAILS. 5u SM DRAtr 5Y5rM TYPE 304 4 BLOT. ASPS ARM BY edzmm I.HANDRAILS SHALL BE PLRMfTTED TO 13E IN ERIRUPTED BY A M 51EL POST AT TIE TURN GO BIUSE.C SMOKE AND 4OKECAREN MONOXIDE 2.THE USE OF A VOLUTE,TURNOUT,STARTING FAZING OR STARTINS NNE EL.SHALL BE ALLOWED OVER THE LOWEST TREAD. H22 20% GAt - ALARMS ARE PERMITTED,PROVIDL7J THE ALARM IS LISTED FOR SUCH USE COMBINATION 5N10KE AMD CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 516NAL5 FOR SMOKE OR CARBON ALL REQUIRED HANDRAILS SHALL BE OF OLE OF THE FOLLOWIN6 TYPES OR PROVIDE EQUIVALENT 6RAS'ABILR. (RroWIR D AT EACH BUILDING D r-7A� MONOXIDE ALARM ACTIVATION HREQIIIRLED AT EACH OVERI$AD GARAGE DOOR JAMB) X20 I Ml= QLQEXI AOT HAN9RAILS NTH A CIRCULAR CRO55 SECTION SHALL HAVE AND OUTSIDE DIAMETER OF 1-114 INCHES AND NOT GREATER THAN 2 INCHES.IF THE HANDRAIL-5 Mcdm am ATT ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER PIME?51ON OF AT LEAST 4 INGHE5 AND NOT 6REATER THAN 6-114 INCHES NTH A MAXIMUM(GROSS SECTION OF 6;ZZIRED FOR ALL NEW C045TRUGTION AND SECOND FLOOR ADOPTIONS) 2 J = 2-114 INCHES. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTS 5YSTE45,AND SHALL CONVEY THE M01571RE TO THE rn 6 HANDRAILS WITH A PERIMETER 6REATER THAN 6-114 INCHES SHALL PROVIDE A 6RASPABLE FIN6ER RECD AREA ON BOTH SIDES OF THE PROFILE.THE m%C2.Qzm }" PLATT" OUTPOOR5. FIN6ER RECESS SHALL BEGIN WITH A DISTANCE OF 314 INCH MEAZURED VERTICALLY FROM THE TALLEST PORTION OF TIE PROFILE AND ACHIEVE A DEPTH OF AT (FOR MGRS INPORM,4TION, RB-mqwx ir.(. 2015 RE'SIDENT'IAL mim.11 FIPrt.OGNCIN6) LEAST 5/16 INCH WITHIN 7/43 INCH BROW THE WIDEST PORTION OF THE PROFILE.TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 318 INCH TO A LEVE.THAT 15 MEWIRED FOR ALL NEW C,OSTRUGTION AND/OR N5q ADDITIONS) TH15 SECTION SHALL NOT APPLY TO LISTED AND LABELED COMIDFJ51N6 DXU E55 CLOTHES DRYERS NOT LE55 THAN 1-3141NGE5 BELOW THE TALLEST PORTON OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE 1-114 INCHES TO A r 11 c& rym �u MAXIMUM OF 2-314 INGIE5.EDOES SHALL HAVE A MINIMUM RADIUS OF 001 INOR (1=0R EJ6FMEI RD LLMP.+ER [I e. WOOD I-JOISTS] SEENW4j 5PEV 9 FOR ADPMa4AL IWO.) � �& tvn- I.XHAUSr DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUST 4^ TERMINATION 5HAIL_BE IN AGC,ORDANIGE WITH THE DRYER MAN�FAGTURER5 INSTALLATION SECTION R3IIS STAT Y5 IN COFBU5TTBLE COSTRUGTIOR FIFIBLOCKIN6 SHALL BE PROVIDED TO Cur OFF BOTH VERTICAL - SPECIFICATIONS.EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3 FLEET IN ANY DIRECTION FROM AND HORIZONTAL CONGEALED DRAFT OPMIN65 AND To FORM AN ELECTIVE FIRE BARRIER V-0" O.C. (1-3 story) g* � OR • OPENINGS INTO SUILDIN6b.EXHAUST DUCT TERMINATION SHALL BE EQUIPPED NTH A BACKDRAFT DAMPER. SCREENS SHAH. ISI SEnfEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE max. 51MP5oN'PHD6 2-I6D COMMON 12" ' NOT BE INSTALLED AT THEDUCT TERMINATION STAIRWAYS SHALT.NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAILFEI6HT FIIREEILOGK1146 SHALL BE PROVIDED IN WIQ7D-FRAMED CONSTRUCTION IN THE FOI.LONN610r:AnONEn NAILS 0 W O.G. AMD BELOW THE REQUIRED HEADROOM W16HHT HANDRAILS SHALL NOT PROJECT MORE THEN 45 INCHES ON EITHER SIDE OF THE THE VINETL'T:OF ITE EXHAUST DUCT%ALL 1E AS REWIRED BY THE CLOTE5 STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLIVIN6 TREADS AND LANDINS, I. IN CONCEALM SPACES OF STUD WALLS AND PARTMONS,IN AJON6 FURRED SPACES AND DRYERS LISTING AND THE MANUFACTURERS INSTALLATION IN5TFWTIONI5. SHALL NOT 13E LESS THAN 315 INCHES WERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE P ' EROWS OF STUDS OR 5TA661 RED STUDS A5 FOLLOWS. BLOCKING MW ZM=21M PFROODED ON BOTH SIDES. I.I. VERTICALLY AT THE CEILINS AND FLOOR LJ ELS. 0 L ENPKAL TIZANL5ITIOU DUNS SHALL NOT BE tANGFALED WI7IIN G057RUGTION.FLEXIBLE5011 TRANSITION DUCTS USED TO COWLT THE DRYER TO THE EX HAU"T DUCT SYSTEM SHALL 13E LIMITED TO 51146LE MMMTHE WIDTH OF 5PIRAL STAIRWAYS SHAL BE IN ACCORDANCE WITH R3115.8. 12. HORIZONTALLY AT INTERVALS NOT EXC.EEE71N610 FEET 03048 W. 1�fl LEN6T45,NOT TO EXCEED 8 FEET AND SHALL BE L15TEP AND LABELED IN A A50ROANIGE WITH UL 2156A 2. AT INTERCONNECTIONS BETW®N CONCEALM VERTICAL AND HORIZONTAL SPACES SUCH AS , ° • • : e • OGCILZ AT SOFFITS DROP GEILNN55 ANTU COVE GEILIN65. 12" max. V=a2MMM2L EXHAUST DUCTS SHALL BE CONSTRUCTED OF A MINIMUM OF 0016 INCH THICK PJ610 METAL THE MINIMUM HEADROOM IN ALL PAR75 OF THE STAIRWAY L NOT BE LESS THAN b'-8'MEASURED VERTICALLY FROM THE 5L.OPED PLANE ADJOININ6 THE TREAD N1051N C7 OR FROM THE FLOOR SURFACE OF THE LAWNS/PLATFORM. 3. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUU. PLAN PROJECT NAME: DUCTS,HAVING SMOOTH INTERIOR SURFACES NTH JOINTS W.LJMlIN61N THE DIRECTION OF AIRFLONL EXHAUST 17UGT5 SHALL ENGI.O£tD STAGES ILNDER STAIRS SHALL COMPLY INIIIH SECTION R302.7. • NOT BE CONNECTED WITH SHEET WHILE SORE 5 OR FASTENIPI6 I FANS NHIGH EXFEHD INTO THE DI GT. / ' A D I L L A �, 153 STAIR 9 4. A7 oPBNIN16s AROUND VENTS,PIPES,DUCTS,GABLES AND N�AT CEILING AND FLOOR LEVE, WITH AN APPROVED MATERIAL TO RE91ST THE FRET PA5S,A6E OF FLAME AND PRODUCTS OF •• 51NHP50Nt'NDQB THE MAXIMUM RISER HEIGHT SHALL BE 8-114 IW+E5. THE RISER SHALL.BE MEASURED VERTICALLY COMU)USTON.THE MATERIAL FILLING THIS ANNUAR SPACE SHALL NOT BE REWIRED TO M Eff THE ALL WORK SHALL MEET OR EWEEP THE LATEST REQUIRE•fElNTS OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING BETWEEN LEADIN6 FD6E5 OF THE ADJACENT TREADS. THE 6REAT15T RISER HE1614T WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED ASTM E Im REGUIpaeIT5. OR JL2ISDICTIOMN,INNCLIVIN&NEW YORK STATE PLUMBING GORE AND COUNTY HEALTH DEPARTI.OM REFULATION5. ANY WORK NOT SR ECT THE SMALLEST BY MORE TEN 316 INCH. 5. FOR THE FIREfXjDGKIN6 OF CHIMNEYS AND FIRE✓,SEE SECTION R003.1q. 3'SG.x 5/16'WtA51HE25 'SIM P50N'PHD6 4000 TO THE APPROVAL OF THE AUTHORITIES HAVINI6 JURISDICTION SHALL 13E 6OVERNED BY THE NATIONAL PL UMBINS CODE;TIE 2 i END NUT SEWCOUNTY HEALTH DEPARTMETFT,AMD MANUFA:TURERS SPECIFICATIONS AND REOOMMIE VATIONS.ALL DRAINAGE PIPING%HALL BE RLN IN THE MINIMUM TREAD DEPTH SHALL 13E q INCHES. THE TREAD DEPTH SHALL BE MEASURED � J 6. FFIEiLNT O�1�OF A TWO-FAMILY DWE.LIN515 REWIRED AT TIE LINE OF PVC PIPE,SIZED AS SHOWN ON DRANN65 COR AS REWIRED PLU•I31 ED BY CODE PROTECT ANI6 MATMALS FROM FREEZIN6. PITCH ALL HORIZONTALLY BETNffiE J THE VERTICAL PLANES OF THE FOREMOST PROJECRFA TION OF ADJACENT 7M AND AT A R16HT ANGLE r0 DRAINS AMD BRANCH VENTS MIN4TM Foar. NO PIPES,EITHER WASTE,SUPPLY,OR VENT SHALL BE EXPOSED m.EPr AS REWIRED AT THE TREADS LEADIN6 EP6E.THE 6REATE5T TREAD DEPTH WITHIN ANY FLI6Hr OF STAIRS SHALL NOT EZEED THE SMALLEST BY MORE DOUBLE SILL PLATE am AuArdw FIXTURE. PROVIDE INSTALL PIPIN6 REQUIRED FOR HVAC SYSTEM. ALL FIXTURES HAVE J'SUPPLY LIME5 U LES5 OTHERWISE THAN 316 INCH.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF q INGHE5 MEASURED AS ABOVE AT A POINT 12 INCHES FROM (51N6LE FOR SLAB ON PE-OVIRED FOR ALL NEWI Ca6T RZTTONL AND FIRST FLOOR ADDITION5) 5TREET ADORERS: 775 MILL GREEK DRIVE THE SIDE WHERE THE TREADS ARE NARROWER WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT. 6RADE APPLICA7TON5) REQUIRED BY"13IN6 FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLU•BIN6 R WIRE7.1ENT5.PIPINN5 MATERIALS SHALL M E CONSTRUCTION ,;a •.: TOWN: EA5T MARION WITHIN ANY 314$FLI6HT IN OF STAIRS,THE GREATEST LANDER TREAD DtT'TH AT THE 12 INCH WHALE LttE SHALL Nlor F)fG�THE SMALLEST BY 1 GONlfORM WITH SECTION g04b OF THE N.Y.S.CONSTRUCTION CODE. ALL PtPINIG TO BE L.OGATE7 50 A5 TO MINIMIZE NOISE. PROVIDE vemaAL n 5/8'DIA ANC.FHOR STATE: NEH YORK AND INSTALL LEAD OR LEAD COATED COPPER PAN COVE RING SIDES AND BOTTOM OF SHOWER ENGID.51 RE WITH ALL SEN-5 MORE THAN 3/8 INCH. n Yorm"r :: CONTINUOt&Y SOLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION THE RADIU5 OF CURVATURE AT THE LEADING E06E OF THE TREAD 5HA1 BE NO GREATER THAN qA6 ,.,�„T„�.,,,�TO� ,°''to ���J • :' • POSTAL CODE: I Ig3q INCH.A NO51NN5 NOT LESS THAN 314 INCH BUT NOT MORE THAN 1-114 INCHES SHALL BE PROVIDED ON STAIRWAYS NTH 501.0 R15ER5. PIOURM •. 9 LOT5 1000-135-03-35.1 �,;?22 WALL TO WAIS( �feDLY: THE 6REATF5r No5IN6 PROJECTION SHALL NOT F�cu�THE SMALLEST"IN6 PROJECTION BY MORE THAN 3/e INCH BEn�N TWO - � � � SITE NUMBER: STORIES,INGLMINN6 THE NOSING AT THE LEVE.OF FLOORS AND L.ANDINi6.BEVE-IN5 OF NN05IN6 SHALL NOT EXG®112 HNCH. eTOPr Ns aYor m" Ire- ��,� N/A RVER51DE OF THE L BE VERTICAL ERTICAL OR SLOPED FROM THE FADIN5 E26E OF THE TREAD ABOVE AT AN ANSLE NOT MORE sTOF*r� 'TOR'"' �, FOUNDATION °.. •i° STORY TO STORY UPLIFT GONNEGTONS FROM DIPPER STORY WALL STUD TO LOWER STORY WALL.STUB SHALL BE IN ACCORDANCE WITH RISERS,SHATHAN 30 DE6R1EE5 FROM THE VERTICAL OPEN RISER.P ARE PEZMITTED,PROVIDED THAT THE OPEN6N513ETW✓f�N TREADS DOES NOT ;� �-�' .:I . : 51MP50N'°Hd76 2-I60 COMMON THE R6QUIREMgMlT5 OF TABLE 3.4. PRESCRIPTIVE 50WTIOMS ARf PHROVIDED IN TABLE 3.48. WEEN UPPER STORY WALL57U75 ARE NOT w YVALL SECTION FOR FULL•LENGTH GENERAL LOCATED DIRECTLY ABOVE LOWER STORY WALL STUD,TIE 5TLM SHALL.BE ATTACHED TO A COMMON MEMBER IN TE FLOOR PERMIT TIE PASSAGE OF A 4-WH DIAMETER SPHERE. NOTES ASSEMBLY NTH UPLIFT CONNECTIONS IN AG:ORDANNGE WITH TABLE 3.4. or a,�Te r.ocA'noH OF STUD /�'� I.A NXJSING IS NOT REQUIRED WdERE THE TREAD DEPTH 15 A MINIMUM OF 11 INK.FES B-a'I`l� AND ( _ 12,22 ,j TO WALL A55H"%Y: 2.THE OPEdfNS BET�N ADJACENT TREADS 15 NOT LIMITED ON STAIRS NTH A TOTAL RIDE OF 30 INCHES OR L= 1 LOCA 2 LOCA 3 Tt 4 INCA 5 �,,,, LOCATION 6 0 v t Ns 7"embedment into concrete foundation FIRST FLOOR WALL STUDS SHALL BE CONNECTED To THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE NTH THE F21.5.4 LAN]IN6 FH'IR 5Th 1r59 15" embedment Into block foundations REWIREMELTS OF TABLE 32. PRESCRIPTIVE SOLUTIONS FOR SIU)TO FOUNDATION,SILL PLATE OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.4E(5EF FIGURES 32A-EJ. A MINIMUM OF A 1 114'X20 6A6E ASTM A60&RADE 33 STEEL STRAP SHALL BE NAILED TO THE THE SHALL BE A FLOOR OR LAWNN&AT THE TOP AND BOTTOM OF EACH STAIRWAY. L= pox I� AM 5TRAPPINS,ANCHORS,HOLD DOWE•5, ND STUDS IN ACCORDANCE NTH TABLE 3.48 AHAVE A MINIMUM E EIEPMEITT OF I IW-4-E5 IN CONCRETE FOUNDATION AND a ' ' •A. SEAL 16NAR)RE: PROJECT NUMBER: 2022-0021 SLABS ON-61RAM 15 INCHES 1N MA50WY BLACK FOUJDATION5,OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE NTI <'-''� •: � TABLE 3.45(5LE F16URE5 3.2A-C). WHEN THE°STEEL STRAP 15 LAPPED MER THE BOTTOM PLATE;3-INCH H SQUARE W&ERS SHALL BE A FLOOR OR LAVIN&15 NOT REWIRED AT 71E TOP OF AN INTERIOR FLIGHT CSF SrAIR5, ;r r d•AGA• I NYJTES, '..' .: ' � •����®A��+ INITIATED DATE: 03/0(/22 USED ON THE ANCHOR BOLTS AND ANCHOR 130LT STAGING SHALL NOT EXC BD THE REQUIRE ENTS SPECIFIED N TAIBLE 32G. 57131 IWAI DING STAIRS IN AN ENCLOSED D GARAGE PROVIDED A DOOR DOES NOT'5WIN5 OVER THE STAIRS. i TO Im rtLL® STRAPS EMBEDDED IN OR IN CONTACT NTH 5LAB-ON-6RADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED&ALVANIZJ D 'ry L.USE 518 DIA.ANGNLOR BO!_T5 h{A MINIh�1M 7 ET fBEDNfFM INTO ! •• � ���'. �`� • •' • :g �� N B. ti� DRAWN BY: RBA AFTER FABRICATION,OR MANUFACTURED FROM 6185 OR 2450 GALVANIZED STEEL A FLIGHT OF STAIR5%%ALL NOT HAVE A VERTICAL RISE 6RBATER THAN 12 FEET BETWEEN ,w: FLOOR LEvi�s OR LMIDIN65. �` CONCRETE NV 3'SQUARE x 5/!b'W5 AND ETHD Nur SETUP. ':• � � � CHECKED BY: 5BA TE WIDTH of EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED.EVERY R TO^^116 2.ANCHOR NOTM HEREIN ARE NOT TO BE USED FOR OR Rej AcW BY DRAWING NUMBER: HOLD DOWNS FOR SHEARML L.S. 7/S" DIA TTi EAPI ? ROD EMIUDDE'D yl LANDIN5 SHALL HAVE A MNIR M DIMENSION OF 36 INCHES MEASURED IN TIE DIRECTION OF TRAV13AM AOL i Alk 0 0 rxe •rorrr� Y 12• I/2" INTO CONCRETE W/ SLvff'S0M0 ET � G uu u BMW ST O3761'\THE EA E WALKIN6 SURFACE OF TREADS AND L.ANPIN65 OF STAIRWAYS SHALL BE SLOPED No STEEPER THAN ONE QUIT 3 7 61 VERTICAL IN 4&INCHES HORIZONTAL(2 PERCENT SLOPED F O F N ON PAGE: 2 OF q BUILDING DEPARTMENT NOT1=5 ROUGH CCARPENTRY. ` EV � AFFELT USE AOCCUPANCY-51NrA E FAMILY RESIDENCE ND TYPE OF GON5TROCTION-VB 1. ALL LUMBER SHALL BE DOU5LA5 FIR#14 BETTER VNLE55 OTHERW15E NOTED. T 3 OM PLATE TO FG ATION GON TIONS 2. ALL LUMBER IN CRAW-5PAGE5 TO 13E IB"ABOVE SCRATCH GOAT.MAINTAIN 8'MINIMUM FOUNDATION EXPOSURE. // T___ P 2,r-,A TOP AND PLATE TO STLD LATERAL TAIL '2.66 RIDE TENSION TION A'O"' 0 0 lTmmCT REFRENGE STANDARD-WOOD FRAME CONSTRUCTION MANUAL 2018 FOR ONE AND TWO FAMILY DWELLING 3. 511-1.5 To BE PRE55URE TREATED(P.TJ AND 5EGURELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE 51LL 5EALAN5UtATiON, l ANaM TS, f�E-SISTIN6 (� LOAAS 51ZE OF 51LL TO BE(2)2x15,UNLE55 0)2•x6'15 NECESSARY TO MATCH FLOOR HE16Hf5 H"THE EXISTING STRUCTURE. MOM WINP DFOSLPE 6 60N -iT l FOR WIND LOADS - E09521 E $ = S FOR WIND - Er'05tn P- ARtm; n r. I. ALL WORK SHALL COMPLY WITH THE 2020 RE51DENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMING USE 16 GAUGE METAL'S1MP50N"J0157 FfAN6ER5 OR APPROVED EQUAL. mw SPEW 96 w wo T � W ) PmLOAD AST IONS: ROM / GEIJN6 A5SMV-Y DL=lo PSr 2. ALL WORK SHALL COMPLY WITH THE APPENDIX J'EXISTING BUILDING AND STRUCTURES'OF THE 2020 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENING IN FLOORS,ROOFS,AND WALLS. PHONE: (631) 553-6333 RE-51ODMAL CODE OF NEW YORK STATE 6. DOLBLE ALL J015T5 UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. GvATION PLATE TO raMATIGTN 1AA4 L."ji EE THtREE SELaD 61151 W1MD SPFJ D f)vtPl1) 170 140 FGI.MATIfhN ANCHOR far ��- ANCHOR >}GLr SPACING Qty.) sTW 5P/16N6 WALL t'EaTf NLMMR OF IDD GOt*AON NAL-S PO BOX 762 3. FIRE STOP VERTICAL 5PACE5 IN WALL5 AND PARTITIONS AT FLOOR LEVEL,GEiLIN6,AND ALL FURRED SPACES 7. All BEAMS,GIRDERS,ETC.TO HAVE MINIMUM OF 3-1/2'BEARING. GGMEGTION RE-SSTIN6 ( ) �) OR 40 D " N`� PER STI.D M!(1tv�ER GF 812 COMMON MALS ORM bort NOT TO EXCEED 8'-0'VERTICALLY OR 10'-0"HORIZONTALLY. e. MINIMUM HEADER TO BE(2)2'x6'UNI.155 OTHERW15E NOTED. 1/2" ANCHOR boLrs r0 PLATE CaICCTION (PELF) 1.2.3 ROOT Plral ROOF SPAN NAIL-57 O IN r 5 ria AQ H/� srR M GREEN RIVER, NEW YORK 1173q 4. PLASTIC MATERIALS SHALL CONFORM TO TIE 2020 RE510eMAL CODE OF NEW YORK STATE. " STORIES w 8 2 2 2 q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA�SOI�Y/CONCRETE 70 BE PRESSURE TREATED,f60 5. ELECTRICAL INSTALLATION SHALL COMPLY WiTH THE 2020 RE51DE-NTIAL CODE OF NEW YORK STATE, !O. All EXTERIOR SHEATHING SHALL BE NAILED A5 PER NAILING SCHEDULE.GENERALLY SfEATHIN6 IS A I/2'THtGKNF55 ON WALLS 5/8• "am POETS 10 2 2 12 2 2 CHAPTERS 33-•43. �' STORM 1� 2 2 2 AND ROOF AND IS OF COX 6RADE,UNLE55 OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILIN6 OR DIFFERENT 16 14 2 2 2 120 2 3 CONSULTANT: b. PLUMBIN6 IN57AU ATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER5 L COMMS ARG W4W ON A N TANG A-et IB 2 2 NAILING REQUIREMENT5 WHEN APPLICABLE. x WIN 440M xLTtS AI'USM TO r Mff MTM aD&M Laos ne MX AN ANGNOR MTS iFAGW6 O L tvr Emp m M m TA UA MM MR LPL.rr Lane(r^Z A-024)oR urea.,w IMAs Looe(r/"b-S"I Mae MM ANaM M"L WAn" 0 2 2 25-33. Me deMN U47 AW Fsw. � 3 II. PROVIDE METAL DRIP ASHHiN&OVER ALL EXTERIOR HIN120M 4 DOORS. s TAMAW Ma car WAGNS nae LMM&*V EMIR Law 19WW W40 AN I9 RG IrAMS MM gM s44S.PM on"t ZO 2 2 2 1. MECHANICAL SYSTEMS SHALL COMPLY W774 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERSHAL!%VATWO vers TM TAWAA W Aaak%R car APA~ILNL ee KLM"dY m#M ATG IMM&TVG AoOLRmexar MAGrae N 12. 5UB FLOORIN6,6ENERAL!_Y,70 BE OF 3/4'THICKNE55 AND OF COX&RADE.NAILING AS PER NAILING SCHEDULE AND WJE?. TMZ SLED,ear N Mao cre-Iva.ANaMae MY ePACM LM s PM as MrM L Urrs AM eAes ON A09JA "N T/=sn j'j �j 4 12-23. 4 MUR TtM VZ"aasr WINO OWATM nVN LRo Wit?M A rANdATT LqM&VA=MRI.+T/=A-4.4 agrATGR T"Me ea.Mr, S. rAOUATID M AdMn Laos ao Ga eaM "I ee?5*AM !P ro ee MLTFtm W os FOR 13. EXTERIOR 5HEATHIN6 70 BE COVERED WITH'TYVEK'HOU5E WRAP OR APPROVED EQUAL. uTMs�AL Iva Den m Laws MRaA rAet a ArSs e. Tr TM � rAftWsrMNO L��N MMM p �j� q 5 A ALL WORK SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 14. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT Vt6kMORTM E96E SEAMS OF EXTERIOR 5WATHIN6. GENERAL NOTE5: 15. PROVIDE CROSS BRAOIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS EXCEED 8'-0'AND AT EVERY 8'-0' r 5 - FA5TE5T MLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING 17LTARTMENT. 12 I 2 16. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. TO iN T ° Ta-f w " ' 20 2 2 IT. APPLY ALL COWITION5 ADDRE55ED IN NAILING 5GHEDULE A5 NECESSARY. T 3.10 ROOF Tttl No 4:12 24 2 3 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING NEEDED,UNLESS OTHERWISE SPECIFIED,ALL 18. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED IN DETAILS AND NAILING SCHEDULE.ALL J015T HAN6ER5 r0 BE"SfMPSON'OR DEA4D LOAD A5�1MP1-IONS: ROOF GEILINC� A�M�LY DL=15P� ATT RE ail,,,� 5 FOR 28 3 3 DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. S11i3 4 . W LOADS LFAL 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,GERTIAPPROVED EQUAL TOOALL EXPOSED HARDWARE 7o BE'ZMAX'COATED OR APPROVED EQUAL. THREEFIGATION OF OCCUPANCY,INSPECTION iq. AT'WET WALL'PARALLEL TO JOUSTS FRAME DOUBLE JOIST AS PER GORE.6EfJERALLY,SEPARATE DOUBLE JOIST THE THICKNESTHREEv 6115T WIND �D ) 3( 3 t} APPROVAL,ETC.FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. OF WAIL ABOVE.SUB FLOOR SHALL NEVER EXCEED A ib"SPAN. E F E r E r 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL IRC 2015 CODES,NY5 2017 UNIFORM GORE SUPPLEMENT. F RMC SPAC4410 ROOF SPAN 104CR OF W C &" NALS OR W D baX MALS M MAK NAI_�,�� IZ I 1 20, AT ROUGH OPENING PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 A5 PER PAGE 051-0-C51-2. (iN) (1`T) EU4C.rt ED OF H/k°gyp 6p6E STRN' +,2,3,4 ALL LOCAL G0DE5,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 21. PRE55LRE TREATED'PLT.'SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ACCORDANCE WITH AWPA 622;WHERE 51-EATHMG LOCATION I RffTI!R/rRt>� FOR W CO*AON 5 I o I 2 5. CONTRACTOR r0 VERIFY ALL DIMEN510N5 PRIOR r0 5TARTIN6 WORK CONTRACTOR TO NOTIFY ARCHITECT (yrs 04.) NALS OL. 20 2 2 IMMEDIATELY OF ANY DISGREPANGE5. DRILLING AND/OR GUTTING OCCURS,FIELD TREATED LUMBER WITH!COPPER NAPTI i£NATE WHICH SHALL CONTAIN 2S5 GOPHER METAL 12 I 1 2 2 n 6 12 2 br'o BY REPEATED BR115HIN6,DIPPIN6,OR 50AKING UNTIL THE WOOD ABSORBS NO MOPE.ALSO,FOR HARDWARE U5ED WITH P.T. I6. ALL MATERIALS TO BE USED ON THI5 PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE 2 1,~ACTURE5 RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. LUMEER CONTRACTOR IS r0 INSTALL HARDWARE THAT IS SPECIFIED BY P.7.LUMBER MANUFACTURER SUCH!A5: HANGERS,NAZIS, 24 2 g PERNETER Wei! ZONE � Y27. CONTRACTOR SHALL MAINTAIN COVE2A6E FOR ALL INSURANGE5,BONDS,ETC,A5 REQUIRED BY LAW AND BY THE SCREWS,FLASHIN6,ANCHOR BOLTS,ETC.FOR LOCATIONS SIKH A5,LED6ER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY 28 I 2 g 192REFERENCES TO GGA ARE TO REPLACE P.T.OR ACO 2 g a g gOWNER. gi 2 2 g 24 6 6 6 12 22. LVL.(LAMINATED VENEER L.UMBEW DENOTES EITHER OF THE FOLLOWING: I( 2 2 PLOT PLAN 8. THE CONTRACTOR SHALL PROVIDE ALL 5AFE6UARD5 A5 REQUIRES TO PRECLUDE INJURY TO OWNERS AND L rM ATML rr 6 Ane aA+9 ON Aau"M N A N Aa4. e, rANLAns LRrr ua+scnaa AOeLlae A euLArn LLYA+Tm N eMM D 1'2 6 1'2 6 1'2 b 12 1 P A.(LEVEL TRU5T J015T IAE MICRO LAM S rr4MtATM U T GQRaM VN A A ROM aD a2"MM&Y L GAo Lao M,3 Pa-(O!o X D GONTRAGTORS PERSONNEL,AND r0 ALL OTHER PERSONS AT THE CONSTRUCTION SITE. APW-9 PS"A assn AmMLY N MEDT mme cr r m em"AaAea"Nor cateam rig m Rar B.6EOP61A PACIFIC 20E 6-P LAM ABY,m rMLATMD NMMR Cr WLe OWL ee NaeGAlD 1-+Y L NW Ar ease MP a•m STRAP Ib b 12 i 12 i 12 q. GONTRAGTOR5 SHALL EXIERGI5E 6000 VOEMENT TO MINIMIZE DAMA6E TO ADJACENT PROPERTIES.ALL AREAS P5L(PARALLEL STRAND LUI- W DENOTES 4 Asm"a'owe9D 8��' NE INTERIOR ZO DAMA6EV DUE TO NEW CONSTRUCTION 54AU BE RESTORED TO THEiR ORIGINAL CONDITION BY CONTRACTOR. A.USE DESIGNATED LUMBER EL TFZ16T J015T 20E APPROVED EQUAL.AL �INSTALLED A5 PER MANJFAGTURER SPECIFICATIONS. 24i IZ b 12 10. EACH TRADE SHALL FAMILIARIZE THEM53 VE5 WITH THE INTENT OF THESE PLANS AND COORDINATE THEIR YNORK 23. FOR NEWwALL5,A PERFORATED SHEARWALL SYSTEM 15 USED.THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE WITH OTHER TRADES. T 3.A- A"a M 12 MLL CONI TION 24 6 r2 6 12 if n 36 Z 3 DETAILS,NOTES AND TAME-5,THE NAILIN6 SCHEDULE 5PWIFIE-5 THE REQUIRED NAILIN6 FOR THE SHEATHING(ANY NAILiN6 ��/��I WIND - DE �i GAME MVWA-L ROR A'- g It. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS,UNLESS NOTED OTHLRWlSE. 5 F R� w/ � b i 6 i 12 1 I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING 5CHEDULF,).HOL.DONN�'OPERATE IN CONJUNCTION WiTH THE 6ADLE {3�+ I- RAM OLI OR 6 6 6 12. IF,IN THE COURSE OF COWTFJZ71OR A CONDITION EXISTS WHICH 015AOREE5 WITH THAT A5 INDICATED ON TIE DFAp LOAD A66av PTIONS- ROOF GEILIN6 PERFORATED SHEARWALL SYSTEM.(INSTALL AS PER APPLICABLE DETAILS 4 MANUFACTURER SPECIFICATIONS).HOL GOWN RAKE TRIOS w/o RACE 01ERHi*6 PLAN`,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO A �l-Y �'-15°SF e-wv.Nfl OPA"AT PAN-EMM N FOLLOW P415 PROCEDURE,AND CONTINUE WITH THEE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY LOCATIONS ARE SPECIFIED ON THE FOUNDATION/FIRST FLOOR PLANS. THREE SFC.lUMD 6W WmD 140 r.NAI.ePVM AT NMe4"CPKM QfFMre N m Pae.MELD(b 7:12-12:12 24 2 2 L MGR Rax OrAT"Wmra 4 RtT Or TFC Pt R#&TMR LSA-Cr TM PM OMR Msese a•ne W IM MW or ARISING THEREFROM. 24. COLUMN BEARING AS FOLLOWS:WOOF P05TINO TO LE BLOCKED 5MI12 TO FOUNDATION WALL WITH END 6RAIN.TREATED WOOD 4 �) Max"RwrsNa� M=r Gat WE a m Wr PGA(,m 4 roar PMR VM M W lase ATTAaSEW 28 2 2 FLA5HIN6.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WITH STEEL 5HIM5 4 A MINIMUM OF 314"OF NON-5HHRINK GROUT a Wffh et eGbOhl tt rM W WTnr ,n,6N CZWM WL IVACM m Num�ACNaTO I�vu 6e R�zm ro A MOMS IM 32 2 aJ 13. ALL WORK APD MATERIALS SHALL BE 6H/ARANTEED FOR A PERIOD OF ONE N YEAR FROM DATE OF ACCEPTANCE RFQAREP CAPACITY OF 5. TMUAT®4 P"oc.WE OPM40 MOM$WrAT"KTAOW To RNMR/MM MOO M OMM MM SECURE WITH(2)112"DIAMETER ANCHOR BOLTS(4"L.ON6 EXPAN51ON BOLT a EX15TIN6 HALLS 4 12'LONG HOOKED BOLTS a NEW F;W& SPAGMG ROGF SPAN GONHEGTION (PLM +2 M--Aft FOR M4 WRN aA�b<p4$TM NW IWAa "V L to IMM ro 4 WAs oc. 3( 2 3 BY OWNER. 4 TANATMs+4 tM 04,Nw fFxen Ass�cs arAnaen A7Tk4V ro R /T s M"O MOONS Wnn (1N) (FT) 1-3,4 s U 1-3.4 5 u S. TAr(LATm W4- ADAC AmW RA LOOTED N Dr&WA~4wLL MTO S H=0 0414. 0HNER/ENUILDER ARE RE-SPOWIBLE FOR ALL IN5PE-GTIONS,APPROVALS,GERTIFIGATIONS,CERTIFICATE OF FOUNDATION WALLS)FOR ANY Po5TIN6 O CMU WALL SEE FOR REQUIRED REINFORCING(o MINIMUM 16'WIDE 3 COURSES OF I. TApLIATED GGMELTION R.EQURBvfNf5 SttAll PE FBtMITT'® TO DE MLLTHRk3> by OCCUPANCY OR COMPLETION AND O.L.APPROVAL. SOLID BRICK MASONRY CENTERED o P05TIN6,U.O.N).(BU III WHEN COLUMN OR Po5vw 15 PART OF THE LOAD PATH FOR U5E INA 0.70 FOR FRAMING NO FFMW NOT LOCATED WITHIN S FIST OF bULDING 12 C2 148 158 171 898 FASTEST MILE C4RMSRS. 15. DO NOT SCALE DRAWING.WRITTEN DIMENSIONS SiAPERCEDE SCALED DIMENSIONS. %EARWALL,ALL ANCHOR MAKING AN ATTACHMENT ARE TO 13E WiTH 5TAN12ARD SHEARWALL HARDWARE(WITH NOTED VALUES)4 10 147 >< ",H) 2. TAMUTT37 RDGE CONNECTION LOADS ASSM A M&PING LDCATEP IN Dff'OSlJtE b 16. DRAWING APD SPECIFICATIONS AS IN5TRUMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLTS U.O.N.HITH TOP GAPS a STEEL COLUMNS TO BE A MINIMUM 114'BENT PLATE 8'LONG WITH 6•RISE 4 WITH(2)314' w 170 g. TAA.LATED GOMEGTION REOJP vtBNTS ARE DASD ON A TOTN-. (RIFT' MMJS Oto 24 195 252 Cr THE Rar A5SDdpLY DEAD LOAD (OtOxlo PSi') ARCHITECT WETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXEUITED OR NOT.THEY ARE NOT TO BE USED DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LEG SEr 6'DISTANCE,U.OA � ZS 219 22+4 T P.11 WAIL Tlil I� � mo4. TA1X"TEP COM1 EGTION RFl�NRf3rENf s ARE DOSED ON A 12 M RD6E STRAP APPROPRIATE:COMPENSATION TO THE ARCHITECT. IZ2 � - ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT,EXCEPT BY A6REE-ENT IN W (TIN 6 AND WITH 25. REIRENGE5 STANDARD USED FOR THE DBIr--N OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER g48 ATTA by THE APPROPRIATE MULTI'LiFJR CES OLS/ ENTS F EArHnNG SPACING, FOR n�Nr' RIP6E STRAP SPACING, MLLTPLY THE TA141 ATED VALE5 : ASSOCIATION(AFPA)-HOOF FRAME CONSTRUCTION MANUAL 6"FOR ONE AND TWO FAMILY DWELLIN65. U-CaWWrM LM rr Lac WAPS OR PANEL SPING RID6e Caff-6 ION SPACING 11Z 116 192 1241 48 NO. DATE DESCRIPTION 17. STRUGTU2AI_STEEL TO 13E ASTM A36 DETAILED,FABRHGAiI=tJ AND ERECTED PER A.IS.G. 26. ALL 5TRUGTURAL WOOD 94AU BE KEPT 2"BACK FROM CHIMNEYS. e-cRNWrOR LaLW rARa.Ln.TO HAAW fM"VWJRW M W� MI.LTIR.EPZ TDO I•' It,�! 200 400 01 08/26/22 155UEO FOR REVIEW 18. DOUBLE UP OIN FLOOR JOISTS UNDER PARALLEL PARTITION,TYPICAL. R-1-/W/Mae ww re ne t APD WA.Mae WTD f'AMM-Tom E r E r E r E r 27. ALL DOORS TO 6AR.A6E AREA FROM INTERIOR LiVING SPACE SHALL BE 3/4 HOUR UL SELF GLO5(N5(MlNIt 1w. 1Y 'N ND Lem Mm 5. WHEN Tit T-ACU.ATED NUv"R Or NALS REQUIRED M EA(H ETD OF 617RAP K 02. 10/12/22 ISSUED FOR PILING L r,V 014 LPt.MT R unRn.LaysANO Wr Le Pe3WM re ee FOUR®of oa MAX. NAL SPACING EQ W- T 1 AND THE MWING 15 ATTACHED IN AGC.ORDANGE WITtf TA" g, THE Iq. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ACT OF IggO(AWGPA41,WHICH HAS SEVERE PENALTIES. Aw am,ttGSPrcTTM:av,r� Nor L.a..+Tm wTnMN 8 rrGr'Cr Lxe.oraa caaMRs 28. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH 5TRUGTURAL FRAME REINFORCE FRAME AROUND OR 2. (I TApM�AT(ptV`LRrr Lows Aluev A Rax AFo tarn ABY FM Lara a• I SW SPACNG NFOR SA 604E 14 RVOE STRAP AAND WIT ONAH- N U40 IS NOT REQUIRED GA5T IN PLACE CONCRETE: '. r L.OA[rA�'esPrass M R Ra IW-Wr,.L eCwa`,ertaae SHtAmMG LOCATION NQiN S OG. . WM A GCLLAR TIE K USF IN LIEU Or A RPM ST1vHC�[R RAP, THE N0' 13P ADJACENT TO TFE INTLRt RENGE AS REQUIRED TO MAINTAIN STRUGTURAI_INTEGRITY OF WALLS CEILING,FLOORS,ETC. TA 4 wnea ew wTrn Ulrr WVS MMR WX-r"AL OR WL TO-M TM ) NAL& OL. Ca&AO N NALS RMQURID M MACH ENP OF THP CaLAR TE NFD NOT EXGEEP THE corae6Twe,rAaaATMo+ l L M ewaLL W- ro ce R�Km Df to PLM TADtLATED N AMR OF W CO&AON MALS IN A STEEL STRAP, OR THE NU OM OF PROVIDE CA5T-IN-PLACE CONCRETE ND INGLUDIN6 FORMWORK AREINFORGEMENT,A5 REQUIRED TO COMPLETE W Mr4e r"ml HAL ASL 1'2 I2 6 12 6 6 1'2 12 D " NALS M EACH EMD OF THE COLLAR rE ME® NOT' EX EEE THE GON5TRUGTION,5HOhM ON THE DRAWING AND AS SPECIFIED HEREIN. TAPLlATE> RUPM Or 5) bort NALS IN A STEMSTRAP. I. COMPLY WITH AGI 301,"SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDINGNE',EXCEPT A5 MODIFIED HEREIN. T � HERNETM EDGE ZONE 10 6 6 C2 12 i 12 7. We 20 6AU6E RIDGE STRAP SHALL DE A ASTM AO" GRADE " SnTL OR L/� _ 6 F1�UlVALINT 2. PROVIDE AIR ENTRAINED CONCRETE COMPLYING WITH A5TM Gq4.FOR COMPRESSIVE 5TRENOTHi5 SEE TABLEMMEM T 3.17E TLD W . V 1�5 QE 24 6 12 IZ 6 Y2 R-402.2(3,500 PSI). 3. PROVIDE REINFOFRGEMENT OF TYPES SWM ON THE DRAWING,AND COMPLY WITH ASTM 615,GRADE 40 UNLESS "ee.- OF MATERIAL LOAD-CFARIN6 PRE56U;W- " i 12 6 n 6 Y2 L= 2-5A 96= GELM2 .IOI�J'T t_ JOE (F'aitVS PER SgJARE FOOT + INTERIOR ZONE I6 6 6 Y2 12 i I?• S OTHERWISE INOIGATED. CRYSTALLINE bEDROGNC 12,000 GAPAGITY M,2.3 4. CONSOLIDATE CONCRETE IN ACCORDANCE WITH AGI 30q. 24 n 6 Y2 6 i IZ 5. PROVIDE CONCRETE THAT 15 DENSE AND FREE FROM HONEYCOMB AND OTHER DETECTS. SEDIIAM l+d2Y AND F6L ATED ROCK 41000 WAIL r5(l PHT WIND SEISMIC G-Ira WA00 Ar F-*-V PEAP w A TIONS: ROOF GFJJiNG A.55 Y R-IO P5F r_NAL APAGMre Ar Nreel4PWM WIMM s N TM PAN-MP N GROUND SNOW LOAD = 50 PSF L rMR WAL aftn Mn WIN 4 PMr Gr TFC FC,T4 Wr P Msec 7RE ATriW%ffr MMMOVS 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS,UNIFORM IN APPEARANCE,WiTH A SURFACE PLANE SAl r7Y SRAM- AND/OR ��- g p0O VAL Mtm ( AM 8 5488 1912 ' TVUAW Wr M .x MR r M AA% a,TM N s M ro A Lw ao RObF SPAN lPT) Mae rae-woo,eALVAam pa Mws*YLL ee Fn"m!o re re aosr wm9 MCR CZWZN WLS TOLERANCE NOT EXG[3371N6 18 IN 10'-0*WEN TESTED WITH A 10'-0'STRAI6HTED6E. S,alp, �7Y SAM, CLAYEY SAM, 9 g924 2151 4 rAetL.ArLs NEL APAeraae AAAIAC A et>toNb LaATe9 N eraslMse a 7. CONCRETE FC>fZ SLABS AND FOOTING TO 13E AIR ENTRAINED,FOR GOh1PRE55lVE STRENGTHS SEB TABLE R-4022. SLTY 6RAM- AM CLAYEY 6RA\U- 21000 10 4w 2g9p T 2& 2 A PLACE WIRE MESH CONFORMING TO A5TM A185(6xb-IOx10)LAPPED 6'SIDE AND ENDS SECURELY TIED T06EntR. (SW, SP, SM, Sc-, 6M AAD 6G) F2 mn 2Mty v b q. PLACE CONCRETE ON M15TLRBM SOIL WITH 4'POROU5 FILL,OR COMPACTED SOIL WITH 4'POROUS FILL.FiLL CLAY, SANDY (,LAY, SILTY CLAY, M 6104 8346 RATER RAI'm REQIAR® NU M R OF IGD CaAVN OR 40 bOX NAILS II /� \ / �,�I NOTE:-(' CLAYEY SLT, SILT AM SAMY SLT L.A'"Oab 10 mA 700-YR WIPO SPttD g Sec" OUST O 20 30 40 SLOPE 6PA046 (M.) PIER H ETL JOINT CONNECTION r,s.3,4,s.a om a, PANEL Bu I L I NlJ PLAN Y I Y Y IVO I EXCESS CUTS WITH GONGRETE.REMOVE FOREIGN MATTER AND AVOID 5E6RE6AT(ON A5 MUGi A5 POSSIBLE. _ (U, ML, MH, AM Gfi) Ig 7848 4wz SHM WALL REgFavIENT5 TNALING REC<URl3vi 6 MAXIOLM FOOTING�4L1_HAVE A MINIMUM OF 3'-O'COVER 10. ALL OPENiN65 FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED SOLID WITH NON-SHRINK 6ROUT. FOR SI: I PAUM PER SODA E FOOT = 00479 kN/m2 20 6720 4780 ROM 12 ( II 17 SfATHING SHEAR WALL ROWS Or NAL ``'PAN 1( IJ 15 22 U. SOIL TO HAVE:ASSUMED BEARING CAPACITY of N roMUSQ.FT.IF POORER coNDlrioNs ARE ENCOUNTERED, a. wrfN SOL TEST ARE RF�u1REn 13YriON R4o1>*, THE sPACMG ALLONlA�1E MARINO GAPAGInES OF THE SOL 511AU- M PART L e OAR WAL aeAm�T *MV TAKUM HaA"cAP'�'narY THICI(NE NALMG NALS (� GENERAL CONTRACTOR 70 STOP WORK AND NOTIFY ARCHITECT.ALL FOOTINGS ARE TO BE 24"ABOVE WATER OF THE RFLGMvEMATIONS. SIM ee PVCMA oY TM AlWaV6ATe OrAnrn TWe/P&Wkor FAsrae N rmz 19z 18 27 TABLE.IF WATER 15 ENCOUNTERED,STOP WORK AND NOTIFY ARCHITECT. x ra.o"WW"AM TWA M Pea OrMf MXWN 4A-MM eweL OSP OR � OBJ I � b. WHERE IN-REALE SOILS W" AN ALLOWAf{..E BEARING GMAGITY m SAW rRCW Tm srmy/oat To m sra"m1+tr. 12. APPLY ONE(LI GOAT OF TAR BASED WATFRPROOFIN5 TO EXTERIOR OF FOUND FROM FOOTING TO 2'ABOVE FiN15H SITE, !�G TtLI--LAN VAIN PSP ARE LIKELY TO CE PRI=5F1`Il- AT Tl E pL� � �S 0 ,F STYE, TME AL1/JWSTle DEARTH& GAvPA�cirY SHALL aE 1 RM1r�n �m or PANEL � GRADE. DY A SOLS iNVE5T16AnON. FLM HAVING SPACING APD tr24 12 4:12 ( 3( - 13. NO BACK FILL SHALL BE PLACED A6AI16T FOUNDATION WALLS UNTIL 15T TiER OF FRAMING i5 IN PLACE AS PER T LAA 0-L ST TO TOP �AHg FIELP SPACING 2 3( 3( 3( 3( 124 7 4 20 R404.1.71. NYS - - LA 5 FLT( 17 TO TME PEST OF TIE ARMITFLT•s KNOWLf:D6E, THIS CONSTRWnON S •�'i 6 3( 3( 3( 3( I2 4 7 IO OEM W�at1.BOA4RDM MINTS AM Wt PS TME 2015 U66 ALL L16HTTIN& AND Wt%NIGAL - - - - IG 5 9 14 SYSTEW ARE TO MMT OR EXCEED THE REQIIREM-MS SET IN THE 5:12 2015Imo. 1 4 3( 24 12 - 19.2 II 1. RE6ULAR WALLBOARD: PROVIDE TYPE 111,6RADE R,CLASS 1,11.2'THICK,EXCEPT A5 MAY BE SHOWN OPERW15E ON T� SEC" GU5r ww sf� � 110 110 Igo NO OSP m � G�A�1 •Ywoa� NnTrH MALS ® 6" 3 3( 3( 3( 28 u 14 THE DRAWIN65. OF PANEL WOE 2. FIRE-RESISTANT WALLBOARD: PROVIDE TYPE III,GRADE GLA55 I,5/8'THICK. �ax GAY =5750 DECREE DAYS HAM OF EP COAWN NAIL-15 OR 10 FLIES mvlh6 WAGING AM I2 12 5 RAM'M /CELIN6 J9I6T WALL M6rrT D Dox NAILS TOE-NAM) RMIP� IN �," rnn SPACING 3� 3� 3� 28 3. WATER-RE515TANr WALLBOARD: PROVIDE TYPE VII,GRADE W OR X A5 REQUIRED,CLASS 2,1/2'THICK,EXCEPT AS C ROMENf vain VA TLE SPACING (IN) (rT) EACH RAFTM AV/°R CELMG `>57 4 2 4 N 3/ 3(0 36 7:12 16 7 SIM RE6Cfl (.K G&W-ArIONS ArrAGHIED REQUIRW PROVIPEP To TOP F'<.Are c-944 cnaN 19.2 4 S 12 MAYBE SHOWN OTHERWISE ON DRAWIN65. 3 3( 3( 3( 3( 4. CORNER BEAD5: PROVIDE METAL ANGLE SHAPES WITH HIN65 NOT LE55 THAN I AND 114'WIDE,AND PERFORATED WIMOW 6LAZIN6 U--A0(kW) tU=-" V s 22 g g - - 24 5 10 15 FOR NAILIN&AND JOINT TREATMENT,To BE USED ON ALL OUTSIDE CORNERS AND ALL OPENING.. SKY-r-ff 6LAZIN6 u=iw (,) U--.i!1510 2 2 g g ( 4 3( 28 20 12 12 3 4 5. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. L Rrrne L UM ARG Hes as MUM"N U"e4. 1� 3 5 S R00F/GELIN& R='5"IN.) FW!6 uns Lnrr cava r�c�cans A pJ LAMM N GPOAft R 0515 OR :12 wma as L n ARe NerA PAWtldO ra teAm�e,m n! aR m TGe rlM t4 N TMC RArrex Ae asp PLYWOOD MM NALW 0 6" 3 3( 3( 3( 36 19.2 3 6 9 b. 6YP5UM WALL.BOARD 5Y5TEM5 SHALL BE OF A TAPE JOiNT AND JOINT COMPOUND METHOD,MINIMUM 3 GOATS. ,>asr Iva ran-at e:e�m TMJ AT®W'm a-was 1) EXTERIOR WAILS R=IS(MN.) R=I9 4 TO Avco erTmt ,No LTM rnw s Taq-w-s Iva.x WAuv N EAC"sse a'A WM ae 4mm XW SPECIES or Pte- E 24 4 S LN"FAMW TO A rxC MGP PATE CR*TO-NAL-4 N EACH a ""rAWM TO A rW MCP PUT( PLM WAVING SPA(ANG AND 12" ( 3( 3( 3( %a 2 3 3 i. ALL EXTERIOR HAWS AND ROOFS SHALL BE INSULATED NTH ROCK WOOL INSULATION.PROVIDE 2'R-10 RI61D FOAM INSULATION FOR Fi170R FRAMING R=MAN.) R=W G'o'" MUD 6P" ' 4 3/o 3o 3( 3(o (2 5 Iia EXTERIOR FOUNDATION WALLS FROM 6'EsET.oW 61RAtDE TO 24•Br-L.ow 6RADE IF DE51RE�BY coNrRAcroR OR OWNER.CARE SHOULD pASF�1T WALL (Pt=RIM. INSUATION) R=10NN) R=IO 3 3( 3(T F I� RILL BE TAKEN NOT To DAMA6E FOUNDATION wATBRPROOFIN6. SAP LPERIMETER (2!--e tem) R=1O(MIN) R=10 -A2 OWWAUlYz E=& 3( 3( 12:2 19.2 3 5 3 4 7 2. 6EER,N_LY UrNLE55 Norm OTHERWISE,INSULATE AS FOLLOW: ALL NAME: 3 ( 9 ICADILLMC ALL 1N1/AG PrPtN6 GOMNEYIN6 FLUIDS ABOVE 105F OR BE..OW 55F ARE To BE GRaNPa' wNa SIG E sl>r�cr TO DAtvHA6E f� WINTER, ICE -q'R-30 FOR FLAT CEILIN65 c c I. NALMG INSULATED TO R-3 OR BETTER. SNON a WI a DESIGN A FROST e c DESHGN 5Ntt3D F �S 5WN 1_ bE PL7iMI T} TO bE HtFDIX.® 25% NA" ARE -525"R-300 FOR VAULTED AND CATHEDRAL CEILING LOAD � T TCPOGRAN15 POP.ME GATEWRY WEATHERING LINE TERMITE TEW "MAW NT R00D AR NvtFMNJ HETL D -33'R-15 FOR 2x4'WALL CONSTRUCTION ( SEG GUST H OTS X mw DSS p�H r1AZARP FREEZING AMNIAL 2 rtcC3_ JOIMIT GOMEGTIGNS ARE NOT REQUIRED V1+H6N THE RD6E 15 SIJPPGRTED by A -53'R-21 FOR 2'xb'WALL GONSTRZTION SUPPLY AND RETURN DENS iN ATTICS IMM.A ATED>=R4 WHERE DUCT 15>=3 ROME m - INDt7c' Tew LOADMARING WW1.., HEADER, OR RD6E M- MH M5019 TO RESIST THE Al"" -53'R-21 FOR FLOORS INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES.SUPPLY AND RETURN DUCTS 20 to NO NO NO D SEVERE V--O" MGDERATE 15 NO 6/02/2008 496 52 9 g. WHEN NTEtWf�WTE 5lF'PURT GF THE RAFTER 15 PROVDED by VERTICAL. STWS LOAPS -725'R-3GR FOR 2x8'GELIN65 IN OTHER POR-4.2 OF THE BALDING TAME TED>=R-b FOR DIAMETER>=3 TO WAVY OR P11R1JN5 TO A LOAVW-ARING WALL, THE TAxLATED HEEL WINT GONJFLTION INCHES AND 8-42 FOR<3 INCHES IN DIAMETER. A WEATHHERIN6 MAY REQUIRE A H16H E R STRENGTH 60NCRErE OR 6RAi7E OF MASONRY THAN NECESSARY TO SAnsf-Y THE STRUCTURAL REWIREMENT5 OF TH15 CODE.THE HEATHERIN&COLUMN SHALL BE FILLED IN NTH HAL THE R jQLIIRENENT5 SL M PMMUTFD TO M PERMPROPORTWNA1-Y r0 3. N1103.2.1 IN5ULATION;SUPPLY DUCTS IN ATTICS SHALL.BE INSULAEEV TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE INSULATED TO REDWTiON IS SPAN MINIMUM of Rei. BUtLDIN6 CAVITIES ARE NOT TO BE USED A5 PLENUMS OR DUCTS. WEATHERiN6 INDEX Of.'N55061BL-E''MODERATE'OR'SEVERE")FOR 6ONNGREI'E AS OFTEzMINED FOR THE WFATHERIN6 PROBABILITY MAP(FIGURE R301.ZC)1 THE GRADE OF MASONRY UMTS SHALL BE DETERMINED 4. VgNALENT CONNECTIONS ARE RE4FTY FOR CELM JOIST To GEEING JOIST LAP 5TREET AOORE55: 775 MILL GREEK DRIVE SPLICEFROM ASTM c 34,c 55,c 62,c 73,c qO,c 12q,G 216,OR c 652. 5. TAxLATiR H(EEL JOINT CONNECTION RERU RE NTS Do NOT INCAIM THE- ADDITIONAL TOWN: EAST MARION HolsTme PR0T6GT Z' DUCT T16MT1NE-%TEST RE5ULT OF<=4 CRMOO FT2 ACROSS THE SYSTEM OR<=3 WEIEtfr OF THE CIEL.ING ASSDtLY. STATE: NEW YORK CFM/100 FT2 WITHOUT AiR HANDLER o 25 PA B. THE FROST LINE DEPTH MAT REQUIRE DEEPER FOOTING THAN INDICATED IN F16LRE R403.10).THE JR15DiC71ON SHALL FILL IN THE FRONT LINE DEPTH COLUMN NTH THE MINIMUM DEPTH FOLOTIN5 BELOW FIN15HH D 6RADE. 1. FLASH ALL Of"IN65 IN EXTERIOR WALLS. TAN ATED r�L JOINT COMP.GTION REQUR[3vFNS A6W& CELING J015Ts OR P05TAL CODE: IlcI3a PROGRAh1MABtJ THERMlOSTATS ARE TO BE INSTALLED FOR CONTROL OF G. THE JURISDICTION SHALL FiLL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION lOE'ENDIN6 ON WHETHER THERE WBEEN HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. R99r-R TIES ARL'_ LOCATED AT THF POrrOM OF THE ATnG SPACE WHEN OELING 2. CAULK ALL OPENIN65 AND JOINTS IN EXTERIOR WALLS WITH TREMOLO'MONO'(COL.OR A5 DIRECTED)• PRIMARY HHEATIN6 AND COOLING SYSTEMS AND INITIALLY SET BY D. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH THE WIND SPEED FROM THE BA516 NO SPEED MAP[F16URE R301.2.A(4)1 NO EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-5PEGIFIc BA515 IN JOISrs OR RN TM TES ARE I OCATFD MOM M THE ATTIC SPAM NO ATTIC, LOTS 1000-135-03-35.1 3. ROOF 5HHIN6LE5 SHALL BE 30 YEAR ASPHALT A5 SELECTED BY OWNER, MANUFACTURER 70 CODE SPECIFICATIONS. srMV E IS A69J" Ma THE TA .LAT P HEEL JOIN' GONNFGTION REWRV ENTS SITE 62M, ACCORDANCE WITH SECTION 83012.1.4. SHALL.. M INCREASED by THE ralOWIN6 TACTORS: 51TE NUMBER: WA E THE OUTDOOR DE516N DRY BULB TEMPERATURE SHALL 13E SELECTED FROM THE COUM45 OF q7-1/2%VALUES FOR WINTER FROM APPENDIX D OF THE iNTEF A77ONAL PLIIMBIr7 CODE.DEVIATiON5 FROM THE APPENDIX D Hm 1. STAKEOUT 15 TO BE BY A LICENSED SURVEYOR,OR BY A QUALIFIED9B-CONTRACTOR.-CONTRACTOR. 1= I Zn�,��D �F�RIS P iTIOIWI T ATURE5 SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDIN&OFFICIAL. P40 / `nO ROGP RIDGE GOMJnFLTTON CODE OREQUIREMENITS 2. VERIFY ALL&NEN DATA ON DRAWIN65.IF THERE 15 A DISCREPANCY,RECEIVE CLARIFICA71ON FROM F. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WiTH TUE SEISMIC DE516N GATE6ORY DETERMINW FROM SECTION 830122.1. mr-o T H lt* INT ARCHITECT/ saNEER PRIOR TO PROGEEDIN6. 9EIKIre E.15 APG 6. THE JURISDICTION SHALL FiLL IN THIS PART OF THE TABLE WITH(A)TIE DATE OF THE MSDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PRO6RAM(DATE OF ADOPTION OF THE FIRST GORE OR ORDINANCE OR i - T TFAGroRs 3. EXCAVATE AD BACKFILL FOR WORK INDICATED ON DRAWING.STOCKPILE TOPSOIL OBTAINW FROM STRIPPING MANA6E-HENT OF FLOOR HAZARD AREAS).0)THE DAM15)00 THE CURRENT EFFECTIVE FIRM AND FBFM,OR OTHER FOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED = 1/2 2 DRIVEWAYMV131ILDiN6 SITE.STOCKPILE ALL EXCAVATED MATERIALS. rASTHEK TYPEFAsn5m SPACING H. IN ACCORDANCE WITH SECTION 84052.7.1,ROg5,4.3.1,Rg0553.1,RgO5.73.1 AND 8405153.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN 1141/3 15 1.33 4. NEW AND EXI5TiN6 BACK FILL MATERIAL ARE TO BE FREE OF NEEDS,TREE ROOTS,ROCKS,AND DEBRIS.ALL 5URPLU5 PMH SPAN 4 FOOT < PANS 6 FOOT < PANEL THIS PART OF THE TABLE WITH'YE5'.OTHERWISE,THE J5010TION 91AU FILL IN THE PART OF THE TABLE NTH NO' SIANUARDIS MATERIAL THUIT 15 UNSUITABLE FROM BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. S 4 FOOT SPAIN S i FOOT SPAN e-8 FOOT PH1/5 125 Ss:RLlNS 1, THE J/RISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100 YEAR RETURN PERIOD AIR F�ZItN6 INDEX OF 12AY5J FROM FIGURE 84033(2)OR FROM THE 100 YEAR(qq PERCENT)VAL.IE ON THE NATIONAL 5. PROTECT TRE15 WITHIN EI&HfiT FEET OF TEE B U1LDINN6. W" IZ 9" 1/6 1'2 LAO 6CFEW �• I6" �� CLIKA6716 DATA CENTER DATA TABLE'AiR FRIEZiN6INDEx-U5A METHOD OA5E 32°F)' 1/10 (.11 SEAL NT E: PROJECT NUMBER: 2022-0021 FRED fm� L NCN-m�4A J. THE JURISDICTION 5ti,4L1.FILL IN THIS PAST OF THE TABLE NTH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL GLtML4GTIG DATA CENTER DATA TABLE'AHI FR13=Z1N61NDEX•N/5A METHHOD(BASE 32°F)'wfw �'� q/Q�1, INITIATED DATE: 03/01/22 1 P�- K IN ACCORDANCE WITH SECTION R3012.13,WHERE THERE 15 LOCAL H15TORICAL DATA DOGIMEiJTIN6 STRUCTURAL DAMAGE TO BUILDIN65 DUE TO TOP0�6RAPHIG AND SPEED-UP EFFECTS,THE JURISDICTION SHALL FiLL iN � �JEN $. '9 r`C/y DRAWN BY: 5BA A me 1/='ro MV ON aW''°°"R'Wrn " a'°""''wT-"r'w Rar t-F* T1415 PART OF THE TABLE WITH YES,OTHERWISE THE JURISDICTION SHALL INDICATE NO N THiS PART OF THE TABLE � �� r j� 1� �` '� CHECKED B(: 55A P. rASMDfR9 AFVLL eG NBTNILD Ar A�YlDN6 lMDB o'm N�YP AsnZIGT1.RAL PALL a Wrete WM"AW ATTAatP ro t41eaRY oR muVSGnRY tMeY IveL eG ATIAal9 unme�IANr 94ai a FLAVFO A L,raa>A U TU"wmsRAwL GrrrACa'v a L;WY iN ACCORDANCE WITH FIGURE R3012(4)A,WHERE THERE 15 LOCAL HISTORICAL DATA DOGUMENTIN6 W60AL WIND CONDITIONS,TIE JURI5DIGnON SHALL FILL IN T1415 PART OF THE TABLE WITH YES AND IDENTIFY ANY DRAWING NUMBER: aw V" n Gr F �IvdL Pe ea T mores+r Wr wftW ON ww va+ 4rm LWW�m LTM is SPECIFIC REQURE ENT5.OTHERWISE THE JR15DICTION 91ALL INDICATE No iN THiS PART OF THE TABLE. M. IN ACCORDANCE WITH FIGURE 3012.12.1 THE JURISDICTION SHALL INDICATE THE AND BORNE DEBRIS WIND ZOW5).OTHERWISE THE JL RI5010TION SHALL INDICATE NO IN T1415 PART OF THE TABLE. N. TIE 6ROUND SNOW LOADS TO BE USED IN DETERMiNIN5 THE DE516N SNOW LOADS FOR ROOFS ARE 61VEN IN F16ME 83012(5)FOR SiTES AT ELEVATIONS UP TO 1000 FEET.SITU AT ELEVATIONS ABOVE 1000 FEET �- a X611 (13 0 0 SHALL.HAVE THEIR 6ROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 F5F FOR EVERY!00 FEET IN ELEVATION ABOVE i"FEET O!r- DF N EW-4 PAGE: 3 OF a STEVE AFFELT ARCHITECT CONTRACTOR TO UTILIZE 6ALV 5IMI:1'5ON 5TRON6 TiE PHONE: ((931) 553-6333 CONNECTORS OR APPROVED EQUAL O PO BOX 762 00 GREAT RIVER, NEW YORK 1173cl 0 --- A34 0 0 0 CONSULTANT: ° 0 0 LSTA21 LT24° O 00 000 H8 ° O 00 ° 1 • e 8 O O e 0 0 ° ° O 0 Q •• ~ _ � ° O 11 O 00° O OO O ° oH8 oUPLIFT ANCHORS NOT ° NEEDED IN TH15 AREA O H 8 O (EXCEPT 51LL ANGHOR5) 0 O ° OO PLOT PLAN ° A3 HH4 0 TS30 H00O 51N6LE-5TRAP o APPLICATION ° 0 M0 MAY BE U5ED) o • I I �° °• I o LSTHD8 ° HTT5 REQUIRED CRIPPLE STUD T P I G REQUIRED STRAPPING AT RAFTER SILL NO. DATE DESCRIPTION T FRAMED OPENING PLATE DI 08/26/22 155UEO FOR REVIEW 02. 10/12/22 155UED FOR FILiN6 SP4 Q ° FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDINC PLAN REVIEN NOT: 6" TABLE 1-1264 TR055 IDENTIFICATION 516N L06ATION5 ::.°,, 519n location 519n placement ' " Exterior building entrance Attached to the door,or attached to a sidelight doors, exterior exit or the face of the building,not more than 12 discharge doors, Inches (305 mm) horizontally from the latch side and exterior roof access of the door jamb, and not less than 42 Inches ROMAN ALPHANUMERIC doors to a stairwa "...; fm " DESIGNATION OF y (1067 mm)nor more than 60 Inches (1524 mm) ` above. " CON5TRUGTiON TYPE PROJECT NAME: the adjoining walking surface ;,x>_;.. �;: BA5ED ON 5ECTION 602 Exterior building entrance Attached at each end of the row of doors and NE THE BUILDING CODE OF ISA D I L LA 1\ doors, exterior exit at a maximum horizontal distance of 12 feet ' NEW YORK STATE discharge doors, g (3.65M)between signs,and not less than 42 and exterior roof access Inches (1067 mm) nor more than 60 inches (1524 doors to a stairway mm) above the adjoining walking surface. N '` ; :%: Fire department hose Attached to the face of the building,not more >° 4fr D IT connections than 12 Inches (305 mm)horizontally from the REFLECTIVE WHITE center line of the fire department hose connection,and not less than 42 inches (1067 ;,.. €- . 5TREET AODRE55: 715 MiLL GREEK DRIVE mm)nor more than 60 Inches (1524 mm)above theTOWN: EAST MARION adjoining walking surface. STATE: NEW YORK LorS1000-135-03-35.1 "F" FLOOR FRAMIN5, '' SITE NUMBER: N/A INGLUDIN6 61RDER5 " AND BEAMS <:; a; ;: f Fy¢ ,b U RIC "R" ROOF FRAMING "f=R" FLOOR AND ROOF - 516N REQUIRED FOR ;v" ":"` FRAME DWELLING WiTHND SIG" GE NA T L FRAMING ` ° 6IRDER5 4 BEAMS IN ^ €:.. -. FLOOR5 AND CEiLIN65 TRUSS IDENTIFICATION SIGN SEAL 4 PROJECT NUMBER: 2022-0021 COMPLIANCE WITH 19 NYC PART 1264 1/2" x I/4 / �5^ ., INITIATED DATE: 03/01/22 STROKE -j SN. 8, .�„y DRAWN BY: SBA DE516NATION FOR CHECKED BY: SBA STRUCTURAL COMPONENTS .r f, x•,, ,., n DRAWING NUMBER: THAT ARE OF TRU55 —� GON5TRUGTION n ff Si EVE 2 EXAMPLE 516N 5HOWN ABOVE �,;" yUV *VV 611 `� OF N E\N�'Cp PACE: 4 OF a CONSTRUCTION NOTES STEVE 'Am Fr"w-mELT GI GENERAL - REMOVE EX15TINO FINISHED FLOORING THROUGHOUT. INSPECT 5UBFLOOR, REPLACE ANY DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. G2 GENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE ° GRAWLSPAGE ARC H ITECT GEMENT BOARD BASE. COLOR AND TYPE TO BE 5ELECTED BY OWNER. z CRAWL5PAGE GRAWL5PACE GRAWL5PAGE 03 GENERAL - BATHROOM5 ARE TO RECEIVE M015TVRE RE515TANT GYP BD IN ALL OTHER AREA5. PROVIDE TILE UP 4'-0" ON ALL OTHER WALL5 WITHIN BATHROOM5 W/ PHONE: (631) 553-6333 BA5E TILE AND GAP TILE. 64 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO — — PO BOX 762 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, 5INK5, 5HOWER TRIM ETC. ALL OREAT RIVER, NEW YORK 11-73a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TO BE SELECTED BY OWNER. KITCHEN 15 TO RECEIVE BAGK5PLA51-1 TILE, SELECTED I I BY OWNER AND INSTALLED BY CONTRACTOR. - - G5 GENERAL - ALL EXI5TIN6 EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMAGED I I I I CONSULTANT: z O I I 06 MECH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN z I I c GRAWLSPAGE ti RATED. I '� I `� ( EXISTING 2X8 FJ'-5 GRAWL5PACE I I I " I I I G7 REMOVAL ALL REMAINING GYP WALL BD. NEW� GYP BD THROUGHOUT DWELLING U.O.N. I I � i ® I6 O.G. ( ( w I FILL EXTERIOR WALL GAVITIE5 W/SPRAY FOAM IN5UL. EOUIV TO R20 OR GREATER I I I I i I i I I I I I I I i I I I I I I GRAWLSPAGE SYMBOL LEGEND z z GRAWLSPAGE iV z I I I I EXISTING 2X8 FJ'5 N � I I I NEW PARTITION G5 NOTE TAG i I I6" O.G. I w w x w I I (FULL HEIGHT) ROO',A I �- — — — — — — — — I i I w � — — — — — — — — ,-I I . . ,,, NEW RATED PARTITION ® ROOM TAG I I (2) 2x12 � (2) 2I 12 � (212x12 I EXISTING PARTITION TO # _ _ _ _ _ _ _ __ _ _ _ _ I RECEIVE NEW GYP BOARD PARTITION TYPE TAG I ( I F — — — — — — — I EXISTING PARTITION r0 R RELOCATED I I I REMAIN I i I I I j '- GEILIN6 HEIGHT I I I I I I � EXISTING DOOR TO DATUM I O I I I I REMAINGRAWLS 1 SECTION I ( PAGE Ez`- I I I EXI5TIN6 2X6 GRAhI ( PLOT PLAN �n EXISTING 2X8 FJ'5 I ( FJ'5 ® 16" O.G. 'LSPAGE z I I I I % I I „ = _ EXf5TIN6 DOOR/WALL TO A-1 MARKER I u� ® I6 O.G. BE REMOVED II I I i 810 NEW DOOR I I ( i I I I (5EE SCELEVATION HEDULE) 4 A-1 2 I I I BOILER ROOM BOILER ROOM I I 3 INDIGATOR I I I ( I O 5MOKE DETECTOR I I I I I I I I I I I I I = I I I I I I I x I wI I I I I L - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - J I-_ - - - - - - - - - - -I— L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NO. DATE DE56RPTION 01 08/26/22 155UEO FOR REVIEW 02. 10112122 155UED FOR FILING EXISTING CELLAR PLAN PROPOSED CELLAR PLAN 1 SCALE = 1/4"=V-0" SCALE = 1 4"=1 '-0" / Ex15r EXI5T EX15T EXIST \G EXI5T r (� I REMOVE EXI5TIN6 WINDOW, NEW X 6 p TYP FOR SYMBOL REMOVE EXI5TIN6 KNEE WALL m z .) ENCLO5ED PORCH x 30" KNEE WALL " ENCLOSED PORCH 30 KNEE WALL ! 13UILDINO PLAN REVIEN NOT: IP 5TONE REMOVE EXISTING PARTITION ' 6 I/2" FLOOR 611211 I� I WALL, TYP FOR SYMBOL NEW 26X ba 3-I I/2 7'-2" 61-1031411 7'-2" 2'-I" L 6-0"0 METAL EPIRAL (2) 2x12 HEADER (2) 2x12 HEADER_ (2) 2x12 HEADER_ ® 5TAIRGA5E TiZ� OWLY - - W/8311.7.10.1 N _ — REMOVE EXISTING DOOR TYP ;. I I �I !! j \ FOR SYMBOL � __._...._,� --' ,- ;'! J K3 UP i' I II ti ...... - - - - - - - - - - - - -I .,.,, . ..... ................._: .... .. ... ! CHIMNEY FACE W/ I \ NEW STACKED STONE - - "-,— I!........... _.......... ... , I w ! „_,... .,...-.... ti MANTLE i �o z �! I LIVING ROOM I NEW X - -- ................ 1_........ ....... _ 5// I =.:: ...........a..__ LIVING ROOM _,,,,_.,: NE OF OVERHANG BATHROOM —— I I `_� w 'BATHROO j - - (..._.....y ......................:L:.5TONE :.::.�?....... . .... ABOVE ---- --------' LO R rT'i F,i i J I I C O S .. .. i _ = � _— J �� [_ I:.._ - II..... UN-HEATED -(2) 2x12 STORAGE HEADER NEW 43X(2) 2x12 (2) 2x12 HEADER G PROJECT NAME: _,_._. WA5HER i KA D I L LA K BEDROOM Ll , I ry DRYER BEDROOM �o I WOOD FLOOR t- cosKITCHENZ x TILE I w p 0 c o S `N X FLOOR I I ...x.._... N� � 5TREET ADDRE55: 775 MILL GREEK DRIVE _........... . tx I TOWN: EAST MARION 5TATE: NEW YORK P05TAL CODE: 1143a ———— pp° X _ LOTS IOOo-135-03-35.1 BEDROOM _— —— � f REMOVE EX15TIN6T REMOVE EXISTING � � � ___ WOOD FLOOR ij SITE NUMBER: N/A MILLWORK ' PLUMBING FIXTURES -- TREMOVAL PLANS (i J EXIST EXIST....................... L.......-.-....___-___; SEAL 5I6&N :-�, PROJECT NUMBER: 2022-0021 12L3'-41/2" �cEtED ARc INITIATED DATE: 03/01/22 ±34'-O 112" �` ��EN 'B ' ,� j� DRAWN BY: 513A CHECKED BY: 50A FIRST FLOOR REMOVAL PLAN 2� 4 8DRAWING NUMBER: PROPOSED FIRST FLOOR PLAN 69=F�� A AN m%k 0 Aft Aft SCALE = 1/4"=1 '--0" 4 SCALE = 1/4"=V'—0" 1/4" = 1'-0" 010, y_ m eUv �� 037611 �aQ' 0F N ESN PAGE: # of 7 55 if ALUM CONSTRUCTION NOTES GLAEM. COORDINATN6 SY511=M. COORDINATE WITH OWNER STEVE AFFELT GI GENERAL - REMOVE EXI5TIN5 FIN15HED FLOORING THROUGHOUT. INSPECT 5UBFLOOR, REPLACE ANY DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. s 02 GENERAL - KITCHEN AND BATHROOM5 ARE r0 REGEIVE CERAMIC, FLOOR TILE ___..._..___.._.....:......................- .. ___.__..............._....;......_...__._........................__................------.____ _ ._...... .. Ro" HITE . FLAT DECK EOPM GEMENT BOARD BA5E. COLOR AND TYPE TO BE 5ELEGTEO BY OWNER. ! WATERPROOFING C,3 GENERAL - BATHROOM5 ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALLMEMBRANE W/ OTHER AREA5. PROVIDE TILE UP 4'-0" ON ALL OTHER WAS WITHIN BATHROOM5 W/ BALCONY LL ` I PEDESTAL PAVER PHONE: (63U 553-6333 _.___.__.._..._}. _. BASE TILE AND GAP TILE. _.. ..____._.._._.... .....__- _ ..._...__ SYSTEM PO BOX 762 04 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO j 6REAT RIVER, NEW YORK 1173q MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUGET5, 51NK5, SHOWER TRIM M. ALL j I TO BE 5ELEGTEO BY OWNER. KITCHEN 15 r0 RECEIVE BAGK5PLA5H TILE, 5ELEGTED ` BY OWNER AND INSTALLED BY CONTRACTOR.6-0" BALCONY AGGE55 C,5 GENERAL - ALL EXI5TIN6 EXTERIOR WALL SHEATHING 15 TO REMAIN UNLE55 DAMAG5TAI ED c6 METAL SPIRAL - TAIRGASE TO COMPLY I BRIDGE W/36" HIGH CONSULTANT: Gb MECH ROOM 15 r0 BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN W/R311.7.10.1 31-b" I METAL RAILING 51DE RATED. MOUNTED TO BRIDGE. I _ _ _ _ _ _ _ I C,7 REMOVAL ALL REMAINING GYP WALL BD. NEW�" GYP BD THROUGHOUT DWELLING U.O.N. -••••••- FILL EXTERIOR WALL GAVITIE5 W/5PRAY FOAM IN5UL. EOUIV r0 R20 OR GREATER BALCONY AGGE55 ON BRIDGE W/36" HIGH I NEW STACKED 5TONE METAL RAILING 510E I 61-6" I CHIMNEY FACE W/ MOUNTED TO BRIDGE. OPEN 70 OPEN TO BELOW K' i MANTLE SYMBOL LEGEND B I m NEW 2XIo , NEW 2x10 NEW PARTITION C,5 NOTE TAG "W—RR-5 16" O.G. RR'S Ib" O.G. (FULL HEIGHT) ROOM - - - NEW RATED PARTITION © ROOM TA6 EXISTING PARTITION TO # PARTITION TYPE TAC-7 I ' i � ' EX15TING CHIMNEY TO RECEIVE NEW GYP BOARD I j �° I BE EXTENDED TO EXI5TING PARTITION r0 R RELOCATED _ j COMPLY WITH RI003.9 REMAIN N i >, 1_ 11 GELLING HEIGHT EXISTING DOOR 70 DATUM N i g 5-1/4" X 5-1/4" 6LULAM OKING TU5, TP OF (4)REMAIN PLOT PLAN 1 5EGTION I NEW 2XIO 0 m `✓ t�( F' _ EXISTING DOOR/WALL TO A-1 ¢ BE REMOVED MARKER RR5 Ib" O.G. NEW 26X ba in s 1 �1 is = I (2) NEW VELLUX VGE , 810 NEW DOOR (SEE SCHEDULE) 4 A-I 2 ELEVATION 2246 5KYL16HT INDICATOR ' 3 , 50 i , O SMOKE DETECTOR QI o _ NEW X6 Q) BEDROOM IG ; € MIN y EAVE °I - - I...... EAVE TILE J -� -FLOOR NEW VELLUX VGE 2230 5KYLI6HT -NEW 2X10 ® - I 13'-611 RR15 Ib"O.G. - 5'-011 2-2XIO 2-2X10 HEADER HEADER ! NEW E6RE55 NEW E6RE55 N0. DATE DE56RIPTION WINDOW TW304b WINDOW TW3046 01 08/26/22 155UE0 FOR REVIEW 3'-9 11211 8'-0 3/4" 31-611 51-031411 5'-211 02. 10112122 155UED FOR FILING +281_7° 3 PROPOSED SECOND FLOOR PLAN SCALE = 1/4"=1 '-0" -----------------------------------------i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I Ilr- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -} II EXISTING ROOF OVER PORCH 15 APPLY GRACE ICE AND I I I r0 BE RE-BUILT WITH NEW WATER DAM A5 I I I I I I ROOF RAFTER5 REQUIRED TO EXISTING AND NEW ROOF BUILDING PLAN REVIEN NOT: ALUM FLASHING AT —————————————————————————————————— ---- V _t . _._ . :-= I- ALLEY5, RAKES f I f I( " — 4..:... _. __. _— —._.. _—_ _—_ —_ .—_.. _._ -- —_ _.._ _._ __ —_ _._ _—.. _— .--_ —•--• --•- __..._ .._..._ ....._. ......_.. _....... ......_ —_.._ __..._ ......—. _..... y _ — .—.n.n ... I I r I \ / DOUBLE LINE INDICATES WALL F_._1. .(..._} . .__} . _..._, ...___ . ._......;. . _._. . ._.J. . 1. . _7. . _ ^ . . ._ fi....- 4. I \ / I BELOWI _ I I I I . ..........; ,......... ........ ......... �.....< t. I--, ! !. , 1 -<.. t !m.. .I. . .........1 ..._....: .... : .._ {._ ...._..., �....... S i . : I ;. },,, } __ I I I L.... ..... VN �_...._ , i E _„ : 71_ . ;. I 1. } ....._.� _..__, __< } E tom... }:..:: "", \ / .: CHIMNEY IS TO REMAIN t. 1� r< � } i..._.i I I I — I— t > , r � I � I Z � I. .......... j } j... s.. -;... .� - EXi5T 2Xb ® PROJECT NAME: ....... - ..._.I' I t......1 ry �.... f I - ] / \ € RR5I6 OG. r / , KADILLAK , : � t , 3 S I . .......i... —j? I I , ......._d ........< ......< ... r.... .... t.. i ,.,,...... (2) NEW VELLUX VGE 224b < . ......., �......._� ......... ...... , . G ,,.........., ;....... . ...... ;.... ......:.....:. . t._....... NEW 2X10 1 NEW 2X10 1 I l .. - / \ SKYLIGHTS _, .�......._e ,--.... 11 --- �� ... 1 11 Y.. �..... .._.�.... _ . . RR5 16 O.G. -a - RR 5 ib O.G. - - - - < _ �_..3 ` -� - } I I f �..... �..._ i. rr - - -- I . :........' I I .. {... <._ < L.:..: _ STREET ADDRE55: t,... . RIVE ....1 775 MILL GREEK D :......... . . ....... :..........: _< i.......; 1 it . .'-'i...._< _.�...._ __ _.._i rv: :._ "_',�}�.`.....:..... TOWN: I / \ 1 i i i M......... I.........� ......�... ...3.......... ....f... ...:.f.. __ ......... . i _.._ t......_ 7.......; A NEW YOIRK I I "--'._.__ _....` �-m--......_� �_.......� ......;"-'....._. __ .... .. � STATE: / \ EXISTING ROOF OVER 3-O ( E _�....... - -- - - - } E I / \ OUTDOOR STORAGE 15 r0 _ __; __I _I �__; }.. „} {"„_„.I _ POSTAL CODE: IIQ3a REMAIN1 ;.... ....._..... ..... . I I I -- _ ... ..:_ _... .........,..::.:1._ 1F- 517E NUMBER: ....., NEW VELLUX VGE 2230 1000-135-03-35.1 WA I i .........� I N- ;....... }. f f........ f j. SKYLIGHT I / \ I ; i __ 1• _-t ......I ::: / \ I { �..... �.... ICONSTRUCTION P'LANS EXISTING ROOF AND ROOF -.� _.� } iJ ;....._._L }�: I- ... J _ ' O .-... - �.......... }.......-< :.........� j �......., � !... 11 011 RAFTER5 ARE TO BE REMOVED. I I _ / \ NEW SECOND FLOOR AND -':.j , I I 1 ANU NOTES r........,. ......... ........,. ......, .....i 4- A-FRAME ROOF TO BE I f } �i.... - - : I / INSTALLED I- - � � O = €- I � �1---. ..._.� -- - __� f---�..... ....... � y. a I,Y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �1 I I .. e , : t -------------------------------------- � ( E.... i — ; i r.. sEAL 4 SIGNATURE. PROJECT NUMBER: 2022-0021 CONT. RIDGE VENT W/ INITIATED DATE: 03/01/22 INSECT GUARD O AR ti DRAWN BY: 50A C7� �J�N CHECKED BY: 50A FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN 2' 4 $' � `� y , ! ��� '� DRAWING NUMBER: x �4 1 „ = 1 -°” i ' SCALE = 1/4 =1 --0 SCALE = 1 /4 =1 –01, ,� �1� 03761 �n PAGE: # OF 7 IL Ay ML- T.O.R106E ................. ...........- ............ ......... ........... .................... .................................................. ............. ...................................................... .............................................................. T.O.R106E S OF E"ll El A F F E LT 25'-q' =** **-= ---== ..- , -------- ---------------- 25`-q-y ..............11.................. ........................... ................... .......... ................................................... ............. ......................................................... .............- ............ .......... .................. .............................. ..................................................... ------------------------------------ A R" H I T E EX15TIN6 CHIMNEY TO .......... p: ...................... .................................... EX15TIN65 CHIMNEY TO BE EXTENDED TO BE EXTENDED TO COMPLY PqITH R1003.q ------ ............ COMPLY kqITH R1003.q PHONE: (631) 553-6333 ..................................................................................... ............... ---- PO E30X 762 ................................................. ................. ................................................... ............................................. ...........................I..................... ..................................................-................. ................. 12 6REAT RIVER, NEPq -(ORK 1173cl --................................................... 6LA55 4 ALUM RAILIN(5 ............... ...................... .................... ......................................... 15(5TEM. COORDINATE 12 ............................................................ ..........-------- NITH OKNER ............................................ ....................... ------- ---------------------------------.......................................--------- CON5ULTANT. ...... ....... 13.0.2W FL HINVON HEAD ............ .................................... ..................................................- .................... ........................ ............................................... 13.0.2ND FL HINXN HEADL ........................ ........... ............................................................................................................................. .......... ....................... ......................................................... ................................................ ....................................................................... .............. ...................... ... .......... ....................................................................... ..........----------------............................... ................................................... ... N- .................. ....................... FLAT DECK EDPM Z6 L 'Z -1 KATERPROOFINO lz �z MEMBRANE W FEDE5TAL PAVER TkOO46 TH3046 5Y5TEM FINI-54ED SECOW FLOOR FIN15HED SECOND FLOOR TO-112-v EX15TIN6 0.0 2N9 FL P41NDOW ..................................................... __j B.O.2N9 FL NINXH HEADd% ............ ;r Now --- ...... .................................... .......................... 61 7 T AR JR, X/0, H va/ Amill/0 .......... A d.:d6d:01popp......�'i EX15TINO -g/- Z6 -,ter- EX15TI NO ............... lz PLOT PLAN No 1 �'q 4 EX15TIN(5 fw. ......... ....................... ....................................... EX15TIN6 FIN15HEP FLOOR ELEVATIObL EX15TIN(9 FIN15HED FLOOR ELEVA --0--y 01-01 ORAVE NARIE5) d4 6RAIDE(VARIES) d� ORAVE N -- - --- -- --- -- - - - -- --- - --- -- ----------- L - - -- - - - -- -- I -- - --- - - -- - -- ----- ----- ---- -- - - - ---- A Or PROPOSED FROM ELEVARITIOIN' SIOL)" E (S%^JUTH) ELEV/6k1 ION 2 SCALE 1/4" l '--O" 4 SCALE 1 /4" V-0" NO. DATE DE5GRIPTION 01 0&126,122 155UED FOR REVIEkl WINDOW SCHEDULE 02. 10112122 155UED FOR FILIN(5 kqlNooN kqlNOOPq kqjNDON MANUFACTURER pqINPOp4 E C-7RE55 94 C-70 U-FACTOR VT DE5167N UNIT TYPE ROUC7H OPENINO MATERIAL PRE55URE Pq X H AALL CON5TRZTION ROOF GON5TRUGTION FIR5T FLOOR ALUMINUM LEAVER5 AND 6UTTER5 NEW ARCHITECTURAL ROOFIN6 5/4"X 6" HOOD FA-l;GIA NRAPPEO IN ALUM. NEN 30# FELT PAPER Tl,�0046 DOUBLE HUN 6-7 3' 0-115" X 4'&-7/W' ANl?ER5EN VlNrL4-qoop YE5 O.lq 027 o.43 30135 VENTED T$6 BEAD BOARD 5OFFIT5 NEkq 2"xlo" ROOF RAFTER5 @ 1611 O.C. OVERHANC-7 (5EE PLAN5) NEW 2"X12u R1067E 0145 CA5EMENT 20-515" X 4'5-315" ANVER5EN VINYLINOOD NO O.Iq 0.2q o.44 50/50 VINYL 510INC7 COLOR AND 5TYLE TO BE NEW 4X6 COLLAR TIE5 @ b4" 0.0. FHH506&APLR FRENCH DOOR 5'0-5/&" X Ot3-30- ANDER5EN VINYLA4001? NO 0.12 0.3 0.16 50/50 5ELEC TED f 3Y OPqNER NEN 2"XIO" CEILIN6 J015T5 @ lb" o.c. R3 RI 610 IN-,;ULATION NEN CONT. Rif?67E VENT5 5ECOND FLOOR AIR BARRIER EXTEND ICE 5HEILD 24" HORIZ DIM FROM EX15TIN6 J" 5TRANP 055 PLYPOOD EAVE5, VALLEY`5 $ JUNCTION5 TkOO46 DOUBLE HUN67 3'2-10'X 4'5-7/23y ANPER5EN VINYLAqoof? YE5 O.Iq 0.21 0.44 30135 5HEATHIN6 W BATT IN5UL. EOUIV TO R4q OR 6REATER NEkq 2"X611 KALL 5TUP5 @ 16" O.C. W R23 BETkEEN CJS FHH31&b5 FRENCH DOOR 3'0-50'X 6'&-31&" ANDER5EN VINYLINOOI? NO 0.12 o.3 0.16 50/50 ROCK NOOL IN-9)L,�" C7YP 00 FNI-1306AR FRENCH DOOR 3'0-5/63" X 65-315" ANVER5EN VINYLIWOOD NO 1 0.12 0.3 0.16 50/50 EX15TIN6 TX4" 5TUV5 0 16" O.C. W EX15TINO I I IN5UL. EGUIV $ 112" 67r:"BOARD ALL BUILPiNO Rl AN REVIEN NOTE: CV5TOM PICTURE ANPER-5EN VINYLA�Ooo YE-5 O.Iq 0.2.q 0.44 50/50 EX15TINC-7 K4LLL-5 s aa uNLE55 NOTED ANDER5EN WIN001,6 (PqHITE) NOTE5: 1. NINDOk6 ARE TO BE `400 5ERIE5" NHITE VINYL EXT kqlTH PINE INTERIOR ON FIR5T FLOOR, PRIMED PINE ON 5EGOND FLOOR. 2. PqlNl?Ok6 LOCATED AT ENTRANCE5 OR LE55 THAN ABOVE FLOOR (NONE) 5HALL HAVE TEMPERED OLA55. 3. CHECK ALL ROUC7H OPENINC75 FOR FITMENT IN THE FIELD PRIOR TO ORDERINO. T.O.RIE�; ........................................ T.O.RIX 25 EX15TINOCHIMNEY TO ...... ........................................ .............. . .......... .................. ...... ................- ............................................ ................ -----------------------=............................................ ............................ ................................I'.' BE EXTENDED TO ............. ............................... COMPLY NITH R1003.q ... ................. ........... .................... ....................................................... ............................. ....... --------------------------------------------- ------------------------------�,::=............. .................... . . .. ......... .................. .............. ................ ...... ........... ....................... CU5TOM CU5TOm .........................................................------------------ .............. ..............----------- ..................................................................................................................... .................................. ........................................................................ ....................... ................................................................ 1"wo ........... ...................................................................................................................... ........................... ............... ........................................................... ...................... ........................................................................ ............... .......................- ............... ...........-.................................... ......................... .............................................................11........................... .......... .......... ................ ----------- 67LA55 $ ALUM RAILINS- - -------- ..................... 12 5r5TEM. COORDINATE ........................................................................................... ......................................... ........................................................................................................... ................................ .................................... ..................111.11, -11.....................1.111.1............. ...... ....................... IG05TOM rlU5TOm HITH ONNER .......................................................................................... 12 .................................. ................................................... ------------------. ......------------------............ ------- 6LA55 t ALUM RAILIN69 ------------........................--........................... ..............................-------------------------------- ............ -----------..........----------- ------------------------------ 5Y5TEM. COORDINATE PqITH ONNER FNH316&5 FPqH316&5 FPqH316&5 FNH31b&AR ................................................................... --------- .............. .... ...... 13.0.0V FL HINPON HEADN FLAT DECK EVPM B.O.2W FL WIWON WAD J kqATERPROOFINO .................... '71 .................. ...........................-I . ..... ----------------------------------......... -/11W ....... -------- MEMBRANE W �16 PRO-ECT NAME: IN ................................. ................. .......................................................................................... ............. V , R, - .......... .............................. ............................. -R ............ ........................................................................................................................................................ ........................... ................................... .................................... PEDE5TAL PAVE 5Y5TEM ......... --------- .................... ------------ ............................................. ....................... ....................... ........................................................ .......................................................................... ................................ ....................... ............. ........... ...................... ...................... FLAT DECK EOPM KADILLAK kqATERPROOFINO . .. . . . ........ ..................... ......................... .. ..................... ..... MEMBRANE K/ A rwh IL M PEDE5TAL PAVER 5(.5TEM JAUDITION 4 1 Fl� F I FIN19W 5ECOW FLOOR %J FIN15HE9 5EC-aV FLOOR q,0-112,T 11 q,0-11211T 11 5TREET ADDRE55: 775 MILL CREEK DRIVE NEW YORK 5TATE: 1W.2w FL NIVON HEADgh E3.O.2W FL HINPON ................ ......................---------- ................... ------ .......... ............. ........... ............... ...................... ---------- P05TAL CODE: pip r�/, // r77-Fon"" 'A OW LOT5 1000-135-03-371 m/am Abli, p 5iTE NUMBER: m IN a q, li effilu",i mill", Moi M m �PRO WA 1/m 013 :'7 iC , EX15TINC7 Fill! EX15TIN NEkq TH210 BUILD' ING 1: lt,46 r"J, I INC7 EX15TINJ 46 EX15TIN6 M X" V A 'N F nil[,77i':�ill 177!Nlll r;p, IN dill ELE ATIO" IS N . ......... ......................... -1-- ------------- FIN15HE9 FLOOR ELEVAT14 FINI%ED FLOOR ELEVATfok E- FNH506&APLR �-O.V I 0 ----�6�RACPE(VARIB) '-�&�RAPE(VARIE5) 5EAL f -!5 PROJECT NUMBER: 2022-0021 INITIATED DATE: 03101122 ------- ------- ---- -- - - - ----- - ------- -- -- -- - - ---- - - ---- -- ----- - - - - - -- ---------- - ------- -- SN ID DRANN BY: 55A c� CHECKED BY: 56A 0 DRANINC-3 NUMBER: A REAR ELEVATION SIDE (NORTH) ELEVATION ff v A zff v 0 o0m SCALE: 1/4" = V-0" SCALE: 1/4" = 1p-0f) 761A PN %,q 0 PA6E: 6 OF 7 STEVE AFFELT CONT RIDGE VENT T.O.R106E T.O.PJ06EN AR%. nITECT 2X14 RIDGE BOARD EL:25-q'y 25-q"e _Y y PHONE: (631) 533-b333 PO E30X 762 GREAT RIVER, NEW YORK 1173c[ 5-1/4" X 5-1/4" 6LULAM 5-114" X 5-1/4"67LULAM VELUX (2) NEW 1z KING TRU55 KING TRV55 VGE224b AIR GAP BEHIND WULATION0 SKYLIGHT 7 830(I BALCONY ACCE55 -1/4" TH) ROCK WOOL INSULATION OON5ULTANT: BRIDGE W 36" HIGH NEW VELUX METAL RAILING SIDE BEDROOM 11 VOE2230 MOUNTED TO BRIDGE. SKYLIGHT 41! \b B.O.2N9 FL WINDOW HEAD6� B.O.2ND FL WINDOW HEADd� BATHE 9M ELs 15'q-114' A LA55 RAILING Lr) C N6 5(5TEM N- BEDROOM z -1 ,,–PEDESTAL PAVER EAVE EAVE SYSTEM OVER EOPM FLAT ROOF 5(5TEM FINISHED SECOND PLOOR FINISHED SECOND FLOOR d4 U— ELWO-1/2—Y r 17 j NEW 2XI0 FJ5 @ NEW 2XI0 FJS @ NEW 2XI0 t-Jb @ NEN e� R S @ 16" O.C. B.O.ZO FL WINDOW HEAD 8.0.2ND FL WINDOW W-APis EL 6-0"(P METAL SPIRAL PLOT PLAN STAIRCASE TO COMPLY %Z Q) BEDROOM PERROOM KITCHEN BEDROOM MNG REAR PORCH K/R311.7.10.1 ROOM Lw u) FINISHED FLOOR H"ATIO�L FIN1511D FLOOR E"AT1% EL: 0'--0*Y 11 y y EX15T 2X8 FJS EX15T 2X8 FJS @ EX15T 2X8 FJ5 @6RADE d4 . ..... 161, O.C. 16H O.C. Ib" O.C. (VARJE-5)EL. -1-2' IE.H 1=1 E= WE I 11=1 1 1 065EMENT BASEMENT I E-1 I JEEI I IEI lEE 1 —1 1 1 — 1 I._E�la I III-I 11= I U79 IEl li._= I i. I!=111- -7 BA5eENT ELEV EL: -7-q'(O' T=I I NO. DATE DESCRIPTION 01 09V2b122 155UED FOR REVIEW 02. 10112122 155VE0 FOR FILING PROor"'OSED SECTION TH IKot'U'O*hU G H ut"$EDFK%OOMS P R 0 P&O"& SED" SECTIv,"o% N THRUA"'& UGmmn LIVING Kw"0 0"M SCALE = 1 /4"=1 '--0" SCALE = 11 /4"=V-0" T.O.RIE)6EN 2XI4 RIDGE BOARD EL:25--q"Y BUILDING PLAN REVIEN NOTE: NZ F 5EAL 6(P DO To ENO II 5-1/4"X5-114" OLULAM KING TRU55 5TV05 W CAULK, T(P ; C, 47 TAPE ALL DRYWALL IN5ULATED J_ AIR 6AI:AE3EHIND IN55ULATION SEAMS R30 -1/4" TH) ROCK WOOL IN5ULATION GELLING/ATTIC (7 5EAL PENETRATION5 THROUGH END 5TUP K/ SEAL 6(P 00 To TOP AIR TIGHT FOAM PLATE W CAULK, T-(P 01 No 5EAL PENETRATION5 5EAL 67(P BD TO 13,0.2ND FL WINDOW HEADA THROUGH TOP PLATE W EL.15'q-1/4"r BOTTOM PLATE W 0. IR TIGHT FOAM CAULK, T(P A BALCONY ACCE55 BRIDGE K/3(9" HIGH ZZ METAL RAILING 51DE GE. "Z -1 MOUNTED TO EIR106 z L--------j SWITCHES ON INTERIOR FIN15HM 5ECOW FLOOR ............... HALL5 00 NOT REQUIRE PROJECT NAME: ELq'0-112'y r EXTERIOR HALL 5EALIN6 LIVINC, ROOM 13.0.2M?H_MOON HEAD,:s TYR END WALL SEALING KADILLAK -1y 6'-0"0 METAL 5PIRAL z 3 O . . . i EL: V 5" 5TAIRCA!5E TO COMPLY SCALE = 3/4)1=11-01) W 8311.1.10.1ADDITION J REAR PORCH UTLE5 N INTERIR 30" KNEE kqALL5 OTOO 0EYONO2 PqALL5 00 NOT REQUIRE STREET ADDRESS: V5 MILL CREEK DRIVE 5EALIN6 R)LL DEPTH IN5ULATION OVER 10 RATED AIR-T16HT TOW EA5T MARION LIGHT FIXTURE LIGHT FIXTURE CAN 5TATE: NEW YORK ................ AIRTIC-HT WIRE CONNECTION (ASTM E-2433 POSTAL CODE: IIq3q FINISHED FLOOR E±VTESTED)TW) ATIOX FROM JUNCTION BOX BOTTOM PLATES ON LOT5 1000-135-03-35.1 EL: 0'-0' SITE NUMBER: N/A INTERIOR KALL5 DO EX15T 2X8 FJ5 0 EX15T 2X8 FJ5 @ EX15T 2x8 Fjs ® zADE NOT REQUIRE SEALING 161, O.G. O.C. F1 ...........I I I.... I. ..I I., I .__�1 I I 11� i , I 1 1-7-11 CRANU ACE _d I I BUILDING SEC"'TIONS IEHI 1=1 El I = I 1=1 E�l I F1 , Ild =1 I— — 'Am NFL"') DETAILS 0 dt Ill T T .. F=i -=l 11-1 = I I�__ I :_:_ 1 0 I I I F-I I 1=1 1 =1 7 5EAL 6AP BETWEEN INTERIOR RECE55ED DRYWALL AND CAN INTERIOR HALL LIGHTS 00 NOT REQUIRE WITH A 6A5KET IF 5EAL IN 67 5EAL 1, PROJECT NUMBER: 2022-0021 REWIRED BY MANF INITIATED DATE: 03101122 FOR RATINCvEN - ORANN BY: 5E3A 0 GHEOKED BY: 55A PR A W A A DRAWING NUMBER:OPOSED STI ECON OULII THRGH V" NG OR 00" 0 M A AIR CEILING AT OREC"'ESSED" LIG" EMETS T"ATfpr'k INTEOR 100"' R ALL SEALING 2 SCALE = 11/4"=V-0" SCALE = 1 -1/2"=V-011 5 SCALE = 3/4"=V-0" 3 61 1!. A-30'k Ook •uo"h 00'k <i� NE PAGE: CI OF 7 SaTEVE AFFELT W—ALUM DRIP E126E OVER 5HEATHIN6 AND BEHIND MOULDING ARCHITECT R106E CAP TO MATCH ROOFING NEW CERTAINTEED PVC MOULDING 5HINOLE5 ADJU5T5 FROM 0" TO 112 PER FT. OF SLOPE COMPENSATION. 2X2 BLOCKING 5IMP50N HURRICANE STRAPPING PHONE: (631) 553-6333 CONTINUOU5 RIDGE VENT WITH PRESCRIBED NAILS ROTATE j X 3" CERTAINTEED Pvr, FA5rIA 00 WITH INSECT 50REEN >< PO E30X 762 BOTH 510E5 ASPHALT ROOF SHINGLES GREAT RIVER, NEW YORK 1173q OVER EXISTING 30# FEL 055 PLYWOOD PAPER. ED 67E RAFTER STRAND SHEATHING CERTAINTEED 5101NO OVER AIR FINGER TAB BARRIER ---------- CONSULTANT: ------------- LLL LL LU T S A A 1 1*4 EI L RAKE FA (.;A LJ A 2 u 6W SCALE 1 "=l '—O" �10A t"oz D>5 R�� R Ik5 P� ,, - - ROOF p \ZoGf 112" PER FT. ---- ----------- PZAA, FINGER / �. - MAPLE HANDRAIL, 5ANDEP AND CLEAR TAB(5) ! / / j COATED W POLY URETHANE POINT BOTH FINGER TABS DOWN HILL ROTATE 01505 IN RELATION TO EACH OTHER FOR MAXIMUM SLOPE C*OMFEN5ATION. TO COMPENSATE FOR AN APPROXIMATE RANGE(0-4%) OF SLOPE. OAK WOOD NEWEL P05T 5ANDEL? PLOT PLAN PAINTED WHITE V5 LEVELING BASES FUNCTION AS TWO L04 LEVELING 01565 WORKING TOGETHER AND ATTACH TO THE BOTTOM OF 7ETH VER5ADU5T PEDE5TAL5. 2 L049 MAY BE 5TAGKEl?BELOW THE VB LEVELING BASE IN ORDER TO COMPENSATE FOR ALTERNATE 5IMP50N HURRICANE AN ADDITIONAL 0" TO 112" PER FOOT(0-45K), PROVIDING A MAXIMUM OF I" PER FOOT 0%) SLOPE COMPENSATION. CONNECTOR5 AT EACH RAFTER RIDGE BOARD A5 PER PLAN RE-IN5ERT REMOVED TA55 AND ADHERE IN-BETWEEN DRILL 51DE HOLE, IN5TALL NA5HER A PAVER5 TO MAINTAIN PLACE DII FLEXIBLE RUBBER 5HIM-5,WHOLE ............ R" IDGE VENIT DETAIL AND NUT TO SECURE NEWEL P05T TO PA 5PAom (rm) 5EE NOTE 4. OR IN SEGMENTS,UNDER THE PEVE5TAL IN FLOOR. PLUG HOLE W PqO00 TO VER5ADJU5T PEDE5TAL(5) A 5TAIR 5TEP FA5HION TO COMPEN5ATE IT SCALE 3"=l '—C)" MATCH TOP OF NEW DECK OP OF PEDESTAL FOR SLOPING a85TRATE5. 05E NO MORE : ,�( PRE-DRILL NEWP05T IN CENTER ROOFING OR WATERPROOFING u CAVITY HEIGHT THAN 2 5HIM5, AND ADHERE THEM TO EACH j fIll MEMBRANE FROM BOTTOM FOR LAG WITH CONSTRUCTION ADHESIVE.6, BOLT MAX. CAP 10'WIDTH VB SLOPE COMPENSATION AT PERIMETER (TYP) ADHERE SHIMS IN PqOOL? FLOOR E06E 5TRIP TYPICAL 40 Po'-I BEARING 5URFACE VER5ADJJ5T PEDESTAL PLACE WITH 5LOPE TO DRAIN IN-50LATION PLACED UPSIDE-DOWN POLYURETHANE DO NOT ADHERE TO SUBSTRATE .......... ROOF DECK W 7A135 REMOVED CONSTRUCTION RADIANT HEATING GROOVED ADHERE MULTIPLE SHIMS ADHESIVE TOGETHER UNDER PEDE-5TAL NO. DATE DESCRIPTIONPL'(NOOJ? !5,Uf3FLOR PERIMETER PLACEMENT W/ CANT STRIP BI Is UNDER VERSADJUST 01 08/26/22 155VED FOR REVIEW 7270112122 155VEV FOR FILINC, ADHERE WITH j"(P LAO BOLT WITH THREADED END POLYURETHANE T CONSTRUCTION HOOD FA501A TRIM PAINTED WHITE 011 FLEXIBLE 5HIM5 MAY ADHESIVE NEW LAP SIDING W AIR B11 FLEXIBLE RUBBER 5HIM5 MAY BE BE PLACED ON TOP OF PLACED ON TOP OF EACH PEDESTAL TOPEDE5TAL5 FOR MINOR BARRIER OVER EXIST NEW (3) 2XIO FLUSH HEADER W DAMPEN THE SOUND OF FOOT TRAFFIC. MAY BE CUT LEVELING OF PAVERS WITH 5+EATHIN0 ON WALL STUDS 5IMP50N J015T HANGER BlIs MAY BE U5ED WHOLE OR CUT INTO INTO THICKNESS VARIATIONS. W RIq IN50LATION 5E6MENT5 FOR 5HIMMINC-7. 5E6MENT5 U5E NO MORE THAN 2 2X3 5OFFIT f3RAGIN6 /6" LINE OF CEILING BEYOND O.G. K/ VENTED VINYL 5OFFT NEW GYP 50 BELOW BRIDGE J015T5 HEADER A5 PER PLAN B11 DETAIL BI ls ON TOP OF VERSADJUST AZEK TRIM OR EOVIV ALUM DRIP EDOENA ^MR A o 1"IER 10% vK% RAILINEC03i DETAIL uu u t.;tk r U *' I Uft AM I OL RA' Av%bF 0%' E 0r mftErw& MAL DETAA BUILDING PLAN REVIEW NOT: BUTYL WEATHER PROOFING riz WRAPPED AROUND WINDOW SCALE ' " 3"=l —OSCALE NTS ANDERSEN WINDOW 5TYROFOAM AIRFLOW BAFFLE PAVER NEW ASPHALT ROOF 5HINC-7LE5 W/ BOTTOM OF METAL CONTAINMENT 30# FLET PAPER OVER EX15T 112" MAY DE DENT OR CUT ABOVE FA5TENER5 PLACED AT A` AA 4- 0513 5TRAND PLYWOOD 5UE35TRATE TO ALLOW WATER TO JOINT5 BETWEEN PAVERS A ODEI * A WE A A r% ESCAPE. METAL CONTAINMENT MU5T WINIJW HEIA UAIL FULLY CONTAIN PAVER5, AND MU5T SCALE = 3"=1 '—C1" TIE BACK IN TO A BUILDING WALL LEDGER BOARD (i' 5EAMLE55T OR PARAPET. 1 ALUM GUTTER TWO PIECE EDGE5TAINLE55 L1 METAL STEEL OR r--T DECKING I F1 ANDERSEN WINDOW 22 6A. 67ALV. OR ........ PRE-FINISHED METAL ...... A� ................... ........... -------- ......... ........... .......... ...............------- ................... ......... ........................ .......... A CONTINUOUS,EXPANDING IN5UL Et, 514X6 FA501A FOAM AROUND WINDOW BOARD WRAPPED IN ALUM PROJECT NAME: KADILLAK AZZEK STOOL ' VENTED VIN'(L !50FFIT APRON TRIM OR E(XIV TTI PROVIDE CONT. DEAD NEW LAP 510IN6 W/AIR BARRIER AUU UN OF SEALANT AT OVER 05B SHEATHING ON WALL CUTTER x: 'x: ;K' BiOCKIN6 AND 6YP 5TV05 R3 R1610 IN5ULATION / 11 1 11 '\ 'I,"'I, ' 4' 5TREET APPRE55: -n5 MILL CREEK DRIVE 'y J, BUTYL WEATHER 59ARO AGAINST SILL TOWN: EAST MARION PROOFING PLATE ......... WRAPPED AROUND __-- STATE: NEW YORK WINDOW POSTAL COPE: IIq3q LOTS 1000-135-03-35.1 ...... ---------- R1610 BOARD IN50LATION, MIN R-3 El U I L D I N%037* NEW LAP 510INC-7 W ONSTHU Urm AIR BARRIER OVER OS-75 SHEATHING I "Ll APPLY CAULK AGAINST PLATE5 TO ON WALL STUDS W 5EAL 6YP E312 TO WALL TO CREATE AIR D TAILS 5PRAY FOAM INWL----- BARRIER. REFER TO AIR BARRIER ftl DETAIL5 ON EN-002 - ------ ......L, -0021 SEAL COf PROJECT NUMBER: 2022 INITIATED DATE: 03101122 cl, coDRAWN BY: 56A , I ;'k CHECKED BY: 55A A 11 rm NW& ra 'affa. DRAWIN6 NUMBER: WINDOW SILL DETAI L R 0 U"'ft& F EAVE DETIA L KVUr Ut(oX Eou"b (03" E 1p)ETAIL A 5"K Jft Affill 0 2 SCALE SCALE = 3"=l '—O" SCALE = 1 -1/2"=l '—O" = 7 = — op 0NEW " 1i-mk uKvit vff I PAGE: 10 OF 7 AFE AFFELT ENERGY6UARD ROOF PRIME MASONRY INSULATIONST Esv RUBEROID /6AFOLA5 FA5TENERS APPROX. 24" (610 mrrn) O.G. \ MEMBRANE -- \ '" ECT SEALANT — CONTINUOUS BEAD \ \\ ARta* Hlwl RUBEROID SMOOTH MODIFIED BITUMEN FLASHING MEMBRANE FASTENERS MAXIMUM 8" (203 mm) O.G. FOR \ MINIMUM 12" (305 mm) LENGTHS UP TO 12" (305 mm) AND 4" (102 mm) O.G. PHONE: (631) 553-6333 FOR LENGTHS ABOVE 12" (305 mm) PO 80X 762 BA5E/PLY 5HEET(5) GREAT RIVER, NEW YORK 1173cf ENER.GYGUARD CANT STRIP - SET IN BITUMEN / \ c- NAIL 3" (76 mm) O.G. STAGGERED ' 2" (51 m ) WIDE CLIP - APPROX. 30" (762 m ) O.G. - \ \ �:.. :. m m ,;t., •.. ,. o PRIME BOTH SIDES OF FLANGE AND SET ►T IN ROOF GEMENT ON MOP MB GOLD MB 5A MB OR BUR. 5ET CONSULTANT: :. ..: ' ..,,kk. :;�;;�-. . :,•:• ., • . ..•'... ..: .• • ' ,:.• `',:•' _, �' :;` RUBEROID / GAFGLAS BASE FLASHING PRIMED FLANGE IN HEAT-50FTENED MEMBRANE ON TORCH APP AND HEAT—WELD 555 5Y5TEM5. 'r RUBEROID / GAFGLAS MEMBRANE :, fy�,.::; ,' ,.:. _ t ' .•., :: BA5E/PLY SHEETS "� \ ,n�� _•�`� �.'u4 (102 mm). \ `% (2) ",P A325 6ALV 5TL THREADED ENERGYGUARD ROOF INSULATION '�• Y' 0OLT5 W/ 1-1/2"WA5HER5 AND 13OLT5 tA+ j•Ad.. I /64 10 DEGK511 1, \ \1 .___ \ \ « . cy \ \ .............. ........._......,_...,___.. .. /,- w I ` LOT PLAN ............. ..............................................._....... GUTTER FASTENED TO WOOD - \ (1) 5-1/4"X5-1/4"6LULAM COLLAR - I\ BLOCKING TIE5 CONTRACTOR TO VARNISH NOTE: __DO NOT PAINT i \ WOOD BLOCKING _.............. _. I. WHEN PARAPET WALL EXCEEDS 24" (610 mm) IN HEIGHT, REFER TO DETAIL MB/BUR 6, "HIGH PARAPET WALL." J 2. MASONRY WALL5 TO BE PRIMED PRIOR TO FLA5HIN6. WOOD WALLS REQUIRE BA5E SHEET NAILED TO WALL &" (203 mm) O.G. ALONG TOP AND LAPS AND &" (203 mm) D.G. THROUGHOUT THE FIELD OF THE BA5E SHEET ON THE WALL. % ....... NOTE: 3. BASE FLASHING ON ALL 15— $ 20—YEAR GUARANTEE 5Y5TEM5 MU5T HAVE A BASE PLY. REFER TO FLASHING 1. BASE/PLY 5HEET(5) TURNED OVER EDGE A MINIMUM OF 1 1/2" (38 mm) OR THICKNESS OF NAILER, WHICHEVER 15 GREATER. MEMBRANE APPLICATION AND FLA5HIN6 5PEGIFICATION PLATES. 4. SEALANT AT TOP OF SURFACE—MOUNTED COUNTERFLA5HIN6 15 A MAINTENANCE ITEM AND MUST BE MAINTAINED THROUGHOUT THE LIFE %- 2. FOR DRAINAGE OVER EDGE, USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO ENSURE A WATERTIGHT SEAL, 1 L FOUTT T I L GT 10 N.. T SCALE = 3"=V-0" SCALE = 3"=V-0" SCALE = Y=1 '-0" No. DATE DE5GRIPTION 01 08/26/22 1550ED FOR REVIEW 02. 10112122 155UED FOR FILING 15'-11 1/4" \ i BUILDING PLAN REVEN NOTE: (1) 5-1/4"X5-1/4" 6LULAM COLLAR r- TIE5 CONTRACTOR TO VARNI5H %- • __,= ! DO NOT PAINT (2) j"O A325 6ALV 57L THREADED _ BOLT5 W/ I-1/2" WA5HER5 AND BOLTS NEW WINDOW(BEYOND) %' DOUBLE RAFTER A7 j / \� EACH COLLAR TIE, TYP j ;r . _ I �o \• PROJECT NAME: or , KADI LLAK j / 5TREE7 ADDRE55: 775 MILL GREEK DRIVE TOWN: EAST MARION STATE: NEW YORK 01 POSTAL CODE: IIg3q 01 � ,� i j�i - \'\ LOTS 1000-135-03-35.1 � i WA 51TE NUMBER: _._, _.._.___........_. ........ ____. - o - \ O , 0 \ I I ........... \ 1 SEAL .:�5jla PROJECT NUMBER: 2022-0021 �G\5 e '4�Ca* INITIATED DATE: 03101/22 jeN DRAWN BY: 5BA T CHECKED BY: SBA DRAWING NUMBER: KI TRUSS L TIO , ,-� zA-50% Affil 0&0 SCALE = 1 "=V-0" X611 Q' F N E W N�' PAGE: If OF 7