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Fot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy . 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#: 48684 Date: 12/13/2022 Permission is hereby granted to: Stack, John 7825 Nassau Point Rd PO BOX 1296 Cutchogue, NY 11935 To: Construct an accessory detached garage to an existing single family dwelling as applied for. At premises located at: —' .�� ' 7650 Nassau Point Rd, Cutchogue �- n SCTM # 473889 r1.coll V.0 r �u j I f o Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 10/7/2022 and approved by the Building Inspector. To expire on 6/13/2024. Fees: ACCESSORY $599.60 CO-ACCESSORY BUILDING $50.00 Total: $649.60 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) -------------------------------- FOUNDATION (2ND) ROUGH FRAMING& H f PLUMBING N W O �l— r INSULATION PER N.Y-. STATE ENERGY CODE 1 If FINAL ADDITIONAL COMMENTS VJ -- 1o6 IA YS o�tJ.�. Vi ` o �z m �vv O N z y� . Y H C t�J b H ,44 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 https://wAw.southoldtownny.gov Date Received APPLKATION FOR BUILDING PERMIT o C��O�C� For Office Use Only DD I '��L_) - - - ff PERMIT NO. Building Inspector: OCT 7 2 0 2 t Applications their.--entirety,Incomplete BMD1WGDM.-- i 8a ri-t4s':ni'd-t- applic�tibhs�Wfll:h -d tfie,,o. �r,an Ovuner's:Authorizaton form(Page 2}, - shall, wcompleted Tf)o"OF SOUTHOLDr . Date:3/20/22 . 0 - TRP RTY'Name:John Stack & Patricia McCaffrey SCTIVI#1000-118-3-4.001 Project Address:7650 Nassau Point Road, Cutchogue, NY 11935 Phone#:(646) 519-1093 Email:jackstacknyc@gmail.com Mailing Address:1160 Park Avenue, Unit 9B, New York, NY 10128-1212 .-CONTACT-PE RSON Name:William Barba Mailing Address:PO Box 9.0, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba.@Oardarch.com '.DESIGN PRQFESSI L-IN' Name:William Barba - Barba Architectural Design, PLLC Mailing Address:PO Box 90, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba@oardarch.com CONTRACTOR F6111MAT, Name:Thoma+s Downing Coastal Management LLC Mailing Address:26 Old Riverhead Road, Westhampton Beach, NY 11978 Phone#:(631) 288-1226 tom@buildcoastal.com ;DESCRIPTION F f1RQP0,' CONSTRUCTION- EINewStructure ®Addition ®Alteration EIRepair DDemolition Estimated Cost of Project: 00ther $500,000 Will the lot be re-graded? ®Yes E]No Will excess fill be removed from premises? ®Yes ONO ad h t `' �t' � PROPERTY fNFORMAT,ION r t J ,� -� S 4 Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4 0 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ®cheek Sax After RBading The owner/contractor/design professional is responsible for all drainage and storm water issues asiprovlded by { 5 Chapter Z36 of the Town Code APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a 4Buddmg Pernid pyrsuanYfo the Bmldmg Zone}r; 0rd�nance ofttie Town of Southold,Suffolk,,County,NBw York�and�othei•applicable Laws,Ordinances or,Regulations,for the consiructwrt of builtlmgs,�a,'y F, additions aftet•_at�ons or=forsremovaFl or demolition as%herein described TheapplccantagreesYo compfywrthall applicable laws.o�dmances'�bmldmg;code r housing code antl regulations and to admit authoraed mspeefors�onprem�ses andhn bwlding(s}fortiecessary inspections False statements made�heremare_, punishable as,a Class A misdemeanor,pursuantto Section 210 A�5 of the:New York State Penal Caw. ., �., a��; .� y a j,� ,�� Y� ,,. ,:. Application Submitted By( int, am ):Willi rn Barba ®Authorized Agent ❑0.wner Signature of Applicant: / / Date: Z STATE OF NEW YYOORK)(� SS. COUNTY OF William Barba being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect/Agent (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me,this � day of 20 tary Public JUSTIN E HILLMAN Notary Public-state of New York No.01 HI6178965 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION My commission Expires Dec 17,2023 (Where the applicant is not the owner) John J Stack fAurCyri In s— �g at 7650 Nassau Point Road Cutchogue, NY 11935 do hereby authorize William Barba to apply on m ajf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date V ATR ECrA M 6 i A C-V- �. Print Owner's Name 2 vFFAQ Town Hall Annex .�,b G.,G Telephone(631)765-1802 54375 Main Road a. , Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 w. i BUILDING .DEPARTMENT NOTICE OF UTILIZATION OF—TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION- Date: 9116/22 Owner: John I Stack and Patricia M. Stack Location of Property: 7650 Nassau Point Road, Cutchogue, NY 11935 Please t ke notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) VRoof framing (R) Floor nd roof fram' (7FR) Signature: It Name (person submitting this form): William Barba,AIA Capacity(check applicable line): Owner __� Owner representative TrussRegMdocx Effective 1/1/2015 0 b7 D BARBA ARCHITECTURAL DESIGN, PLLC October 4,2022 Building Department Town of Southold 54375 Main Road PO Box 1179 Southold, NY 11971-0959 Attn:Sue P. Enclosed please find the separated permit requirements for the Stack Residence detached garage located at 7650 Nassau Point Road,Cutchogue, NY 11935.The original (main residence) portion of the project was submitted in person on October 3`d,2022 at roughly 2:30pm. If there are any additional needs or comments please do not hesitate to reach out via the contact information below. Kind Regard, -9L William Barba,AIA, NCARBA Principal Architect/Founder OCT - 7 1022 r1ra'DINTt DEPT. Q P.O.Box 90 Blue Point,NY 11715 �,. (631)560-7908 . wbarba@bardarch.com @ www.bardarch.com LAND N/F BUILDINGS: EXISTING EXISTING 2 STORY RESIDENCE" OF " .PROPOSED UTILITY POLE D ZIP ZAP 1 LLC OVERHEAD ELECTRIC SERVI E PROPOSED. 2:STo STORY RESIDENCE WITH ADDITION (DEVELOPED C TER) GARAGE TO SITE/PUBLI WA EXISTING BE •" _ REMOVED EXISTING SHED,TO BE EXI Ng UTILITY POLE TO BE E DATA:: N 80.43 23' E 309,64' RIM ELEV. REMOVED RE OWED SCTM#: 000-118.00-03.00-004.001 11d�WIRE FEN E "O SITE AREA. 1.118 ACRE " .. x�-s - ZONING: .: R_40 .. 161• aWDDD .q 1. _ - l 1� NYT.a144 SURVEY NOTES: _ 2' ; 253 9 aiS"En �,,� ���,, �T lT ♦( 1. MEASUREMENTS:ARE IN ACCORDANCE WITH U.S. STANDARDS. J"-O / J2'8r+w" / (.ypN 2. BEARINGS SHOWN ARE 1N NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND 14- S / - ZONE. . . . 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. )/g�' /2a Po, 1e' I ROP,OSm '16'1 73 q 4. UNAUTHORIZED ALTERATION OR ADDITION,TO A SURVEY MAP BEARING A LICENSED \ "!! / 'RET wJA-L I PROPOSED 2 STORY LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2r OF THE 1 4 IIp N HED "Q / / • 14' i PROPOSED (I BASEMENT F F�1s8.8 5. ONLY YCOPIES FROM THE¶ORIGINAL"OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR EMBOSSED OR INKED SHALL.BE CONSIDERED TO pN�NO `•3 7 / � I2' - � .S .. ,. "SEAL � BE „/ / PROPOSED 2- BLUE$.TONE I _JI' 6 PROPOSED ^ STORY GARAGE (Y/ALKWAY "" RI^r VALID TRUE COPIES. o p/ OE (NO SANITARY. I I 000- a VICE 6. ADOPTED t M I. .-I('� CLUS7° SER R /mP/ 5/ / 10' 2h, 18' /• q NO WATER) ,°' {4"J{ CERTIFICATIONS.INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN /}��lr_. R�"l ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS AID POND w / 1Z /a 4V" / F'F'10'2 ( �/ 120.7' STORY RESIDENCE J (( �i BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID 72 24• I - = VJ/ ADDITION & 6' i R L� CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS a - / w FINISHED - �-1� CL I" PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL-AGENCY AND Q q-/ / 10• PROP ED WOOD DECK I W 34' BASEMENT LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING ate/ #//� / // RETAINING w / / 14ia J F.F•=I8.8 :� I INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR .. ( / "yo/•./ 9/ 0. / '- _-----__-_ ' RfIK VALK_ SUBSEQUENTOWNERS. _ J ( 26 // / __PROTO G�UNDER TIMBPER� o' 14 PROOF LEXISTIN I�'r 1 I p L-J--s 5 7• RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. RAI AD NE RETAJDHNG ANITARY SYSTE a ¢ 8. THE S CLOSES MATHEMATICALLY. w ;(, SURVEY w (NO FOUNDATION) TO BE REMOV I`O O :l ---- OFILLER \ WOODED / /0 / / ,��( 1 STORY CAP 34' STEED STORMWATER DRAINAGE CALCULATIONS POND \ Q� j //. / / / / LP ). .♦ o �/ POOL ~ OD DECK d' VENT 7L - rlj , r 2D'x45' I J\ \ � - \ CLUSTER (2oURAIN EVENT) AGE CALCULATIONS: LP� P I j 44PICGEi til \." / uW EL EC. I FEACE I UIG 6, \a IMPERVIOUS (ROOF DW4) = 1,000 SF IDN POST 9 1 PROPANE LU TER a C=(1,000 X 1)= 1.000 SF . ./� / .'� / / -" / /LP �: _ \R .r'U TANK '�- > TOTAL X 2"/12" (RAINFALL)= 166,67 CF CF " / W ./ 9/ ( .. I7'l ON SeL B 2fi 3' "/ / 0'SIDE YARD SETBACK-- ---�-� ---- I s�PICKET �� •PINE LIL.#145 / � N IMPERVIOUS (ROOF DWI+DW2+DW3) = 766 SF / ___ --2 ---- \ (U "" PDO7 �18'OAK F-1--'�' �) / 766 -> - \ c F9iER ,,mayy�--�n�---�,, \ :¢ C=(766 X 1)- RAI I _ x—F (4x.POST a ND Wxt`yFENLE l c-' 766'X 2"/12" (RAINFALL)=127.67 CF . /--- - / / N WJ6'OAK Stae T MON IMPERVIOUS (DRIVEWAY DW1+DW2+DW3) = 2,600 SF s C=(2,600 X 1)= 2,600 I ' ' ' I / / _d•POST AND WIRE FENL� -=- 2.600 X 2"/12" (RAINFALL)= 433.33 CF �c x' 410.00, TOTAL= 561 CF 1 x c� VON LAND N/F I PROPOSED DRAINAGE CALCULATIONS: "aro __ — MENAKER TRUST ROOF(Dw4) LAND N/F 1 WATER) 1fis.fi7 cF REQUIRED QF 1 (DEVELOPED/WELL 8'0 DZlR= 166.67 CF/42.24 CF/VF= 3.95 VF $TELLAS POINTE LLG O PROVIDE: (1)80 LEACHING,STRUCTURES ® 4' DEEP VAILABLE) o (UNDEVELOPED/PUBL IC. WATER A DRIVEWAY REQUIRED Dwz+3) N 561 CF REQUIR 8'0 ORYWELL= 561 CF/4224 CF/VF= 13.28 VF PROVIDE: (3)80 LEACHING STRUCTURES® 5' DEEP 7 EXISTING LOT COVERAGE CALCULATION 1 7 HOUSE _1.554 .. 1 SHEDS 264 SFF .. - 7. GAZEBO = 90 GARAGE='294 SF .• I' DECK 2,050 SF POOL - 900 SF _ - TOTAL= 5.062 SF PROPERTY = 48.700 SF- 3 ""- NYT.0145-5 LOT COVERAGE = 5.062/48.700 = 10.39% " a 766 SF GARAGE PROPOSED LOT COVERAGE CALCULATION SE 4 SF .. ADDITION = 1.000 SF SHEDS =80 SF DECK = 2,260 SF GAZEBO = 90 SF 1POOL 900 S a .. F SF ° SITE PLA TOTAL 6,650 j - SCALE: 1"=40' I ^ r - - - PROPERTY = 48.700 SF - rn - �' E� �.r L LOT COVERAGE = 6,650/45,700 = 13 < 20% (OK) ° C E T LEGEND: PROPERTY LINE - .. C O --'I)-.- EXISTING CONTOUR TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE " U DATE-I /21 DATE 2/16 12/6/21 �O] PROPOSED CEN10 I/A TANK I 3. - iie _______ os. w.,aaxbs.,nae oe.w,mm••a -. / ; - .. - .._ __ - •Co PROPOSED SANITARY CLEAN OUT I1s----__- - /y lP PROPOSED SANITARY LEACHING POOL "" � ®y U / 13'1 ---- -' /� 9/19/22 MF ADDED GARAGE CFD / DP) PROPOSED SANITARY DISTRIBUTION POOL ,ya„�fi„Be,„a sv �� s� v \�/ - - s rm,r°..re,sew sP Qy DATE- BY DESCRIPTION REVISIONS APPROV. BY 0 .DMO PROPOSED DISTRIBUTION/SAMPLING MANHOLE Q 9a..------- +• PROPOSED e'OIA LEACHING POOL WITH MANHOLE GRATE- 7.1 -___-_ N AS S A U POINT N T... � ao.,dns=a sN 6K..,mnw Is su � '� � � � , O- ; PROPOSED 8'DUl LEACHING POOL WITH MANHOLE COVER Is •" { 5O CUTCHOGUE NYO11935 ROAD, mom: sP O-N —s— PROPOSED SANITARY PIPE vmm..,e=:moo=r1 "STACK RESIDENCE:. d. O TEST HOLE LOCATION" .. .. - ^ 397 . v Z .. wm°eomw.e 6.sme so rt' . a„ CONIFEROUS TREE - .. . DECIDUOUS TREE _ ������ e � PROPOSED SITE PLAN .V O DECIDUOUS SHRUB - .e n -6.R .'•,. OFES d�o� -O CATCH BASIN (HIGHEST EXPECTED GROUNDWATER O EL 0.40) (HIGHEST EXPECTED GROUNDWATER O EL 0.40) � P.C. . CD vR PLANTING BED OwPOSTe ::Water embumered 15.9'MI_suface Cemmems:Water erKoumered 128'oelox suneee L. K. MCLEAN ASSOCIATES, 1 'N O ° CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NEW YORK 11719 � � � � 00 oa WATER VALVE raun w a,Ic nr6 or rar raver 66o®i• Sheet Na. r 2 GAS VALVE TEST HOLE B1 TEST HOLE B2 nwwowcNmwcwncw.wcs Designed By: MF/CFD sedge: AS NOTED © GAS METER .. "mi a 1"piz•o�ao 6c�mxs unaa m ' 0 N O ELECTRIC METER N.T.S. N.T.S. °�° `"�"° Dawn By: MF Data: MARCH 2O22 / 1 m°�"0iw�n.u"`m rvu nmo ar nc u a.,ron ax ra c I A rc TOP OF CURB w�xaw-a7. m.u• Approved By:' RGD File No. 2)1 88.000 a �aad KEYED NOTES: APPROVED AS NOTED FOR PERMIT F DATE'Ia-I3-aa B.P. # gU8q FEE:$�q'W gY NOTIFY BUILDING DEPARTMENT AT DRAWING LIST 765-1802 8 AM TO 4 PM FOR THE Sk"*N"-be,- sk"i-None, FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED T-1 TITLE SHEET FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, GN-1 GENERAL NOTES STRAPPING, ELECTRICAL&CAULKING GN-z WINDLOAD UPLIFT REQUIREMENTS TION 4. FINALACONSTRUCTION &ELECTRICAL SITE-1 SITE PLAN MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE A-104 DETACHED GARAGE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR A-zos GARAGE ELEVATIONS&SECTIONS DESIGN OR CONSTRUCTION ERRORS. tr A-502 GARAGE RENDERINGS •",' , A-602 GARAGE SCHEDULES S-104 GARAGE STRUCTURAL COMPLY WITH ALL CODES OF S-zoo STRUCTURAL NOTES NEW YORK STATE & TOWN CODES S-201 STRUCTURAL DETAILS AS REQUIRED AND CONDITIONS OF E-104 GARAGE ELECTRICAL BARBA ARCHITECTURAL SOUTHOLD TQWN16� , . . .,..,. $MOLD TOWNPLSM S I G Na SQUTHOLD TOWN N.Y.S.DEC 0 CT - 7 2022 ,. z Q DO NOT PROCEED WITH FRAMING TOWN OF 1SO�r rxn�nz FFOUNDATION LOCATION o HAS SEEN APPRQ7VED. u ne U OCCUPANCY OR z 0 USE IS UNLAWLFUL z 0 WITHOUT CERTIFICATE ELECTRICAL H INSPECTION REQUIRED OF OCCUPANCY 7 O 119 w LANDSCAPE ARCHITECT: z � GRANT WELLMAN DESIGN Q VAM PLACARMO WAMD 1255 EAGLE RD as r WEST CHESTER, PA 19382 (813) 318-2525 "` y f� 1I�t 93r not odl RETAIN STORM ,ATE.�i'FiUNC35-a� ---- --- ' SURVEYOR/SANITARY ENGINEER: Z : (.:ISUANTTO CHAPTER L.K. McLEAN ASSOCIATES w « THE TO1f °I CODE• 437 S COUNTRY ROAD p BROOKHAVEN, NY 11719 u ', s (631) 286-8668 O ,t; I GENERAL CONTRACTOR: z COASTAL MANAGEMENT LLC. C 26 OLD RIVERHEAD ROAD, WESTHAMPTON BEACH, NY 11978 (6 1) - ,y. , a � 3 288 1226 O ` u ISSUES / REVISIONS A e; DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 T Z w + Q z r b ALL DRAWINGS,SPECIPICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO ' M MEETOFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON �r� LAW COPYRIGHT OR OTHER RESERVED RIGHTS. z iq w New Construction Q .. Stack Residence +� s F Detached Garage �765o Nassau Point Road u c gue, NY ug o 4 „ 4 • + •' 4 ;y 4 ': fir: a d �, i& + �L r r ?, :n:..,,T 3` p ,� '9':: • ,rl� +� r.t ,a ,d:, ,.z: ,rr , r h'+� BARBA iW t ,� p, .:, y ; , � p f,.,.I,,.• �" ': �h� ,I �r �4 � D ARCHITECTURAL DESIGN. PLLC Ti .oft ., �",rt y, «" 'Re 4 p+ .` „ fr ,��. .. ; ,# p a ` mill, PO BOX o,BLUE POINT NY 11715 BARDARH.COM 1,4 Ji 'tAd' ,; phial* 4� , - yg@ TEL:(63i) 560 79o8 wbarba@bardarch.com y f<. ""MA IR' afA yr k�Sj p8g `4. 1 + p + j� Et, p . r' a �•' � d � a'.. UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE ��i AYE + V '.� 'x3 �r ; 4' A+' ."k +rz•`�t~M',�� a ,+.e" `�- � � �' � � �� x, p��� �t !�# ,� nth. ,� pa i LAW. Ar JOB No. 2133tED ,�h;'�, \Nm J. a DATE a �e 10/04/22 r _ 4 DRAWN BY 4 BB cn "� O1s,Q40Y z SCALE OF N AS NOTED 0 6 w Q DRAWING TITLE DWG No. Sri c: I I IE S I 1E) E N C: E (IjAiLf (i E 35 H z z TITLE SHEET T-1 0 o w 0 Z . KEYED NOTES: FOR PERMIT SITE DATA TOWN OF SOUT-IOLD 'R-40'ZONING SGTM4*1000-118-3-4.1 PRINCIPAL 13UILDING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN so'FRONT FLOOD AIR FREEZING 15'srDE MIN SNOW DESIGN DESIGN UNDERLAYMENT ANNUAL 20'SIDE COMf31NED National Flood Hazard Layer FiRMette Speed Topographic Special wind Windborn Frost line HAZARDS INDEX ,�y, g LOAD g CATEGORY Weathering p Termite TEMP REQUIRED TEMP 3�,�REAP, s-rY)HEIGHT { FEMA Legend end (mph) effects region debris zone depth 72126'45"W 41'0'3"N SEE FPS REPORT FOR DETAIED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 20 LBS 130 NO 500 YES C SEVERE 36" M-H 15 YES AE-7 1500 OR< 50.8 2-0%LOT COVERAGE Without Base Flood Elevation(BFE)4 G'AP? ACCESSORY STRUCTURES u,s L0f)2 IGf Znnu (EL 11Feet) SPECIAL FLOOD i With BFE or Depth ro"rt At,ao,ara vz;aR HAZARD AREAS f RegutataryFloodway LOCATION MAP CIRCLE INDICATES 1-MILE RADIUS 151 S DENMIN ' 0.296 Annual Chance Flood Hazard,Areas STACK RESIDENCE 7650 NASSAU POINT ROAD,CUTCHOGUE,NY 11g35 15'SIDE COMOINED of 1%annual chance flood with average 15'REAR p-p depth less than one foot or with drainage N areas of less than one care mile " _Y q k ,, _�.. _ fTE AREA 48,7D0 SF 5�r�,,^-`Y'.;',a r F C1C?ItAZARD; x± Future Conditions 1°G Annual , S RE C'MINIMAL+.»,y f �REA�t- t,. Chance Flood Hazard�..�,='r Kiwi�;rl'It.n _ Li7f'il? Area with Reduced Flood Risk due to `_� EXISTING LOT COVERAGE 10.3q%(20%MAX) OTHER AREAS OF Levee,See Notes..-,< U 1,554 SF �' n+ C;linstm as 2 STY HOSE FLOOD HAZARD Area with Flood Risk due to LeveeZonr D s 1-reeFarn-ILIVII n , SHEDS 264 SF 6iAZE30 q0 SF NO SCREEN Area of Minimal Flood Hazard 7nuru>, I - GARAGE 2q4 SF ® Effective LOMRs 2,050 SF OTHER AREAS Area of Undetermined Flood Hazard IN-GROUND POOL 900 SF LUlCf10gt1e I , GENERAL!--^- Channel,Culvert,or Storm Sewer i r r i". TOTAL 5,062 SF(q,740 SF MAX) [ STRUCTURES�l 1 I l l I r Levee,Dike,or Floodwali f ri Vineyards ' ^Ncril' DI H COUntry C I a PROPOSED LOT COVERAGE 13.6551. 20%MAX G^-20.2 Cross Sections with 1%Annual Chance Iporanly d To�tnx o .Southald v I� n-pper �T•s Water Surface Elevation EXISTING HOUSE 1,554 SF 36-6 15 Coastal Transact ADDITION 1,000SF L7>•,Tf?fs�},1�" a-- tI- LT(� ,� - a+a Bass Flood Elevation Line(BFE) GARAGE(NEW) 766 SF Z r Limit of Study SHEDS 80 SF Jurisdiction Boundary 6A7-E6O q0 SF DECK 21260 SF ------- Coastal Transact Baseline r) m L. 3 IN-GROUND POOL g00 SF � EL�B Feeli� " OTHER FEATURES � Profile Baseline Z .� �w Y g phicFeature r !.G;�G7Vac?Y'��lubll H dra ra TOTAL 6,550 SF(q,740 SF MAX) U Digital Data Available No Digital Data Available j Stiie�'ti'Suffolk " a il; I I MA 1 P PANELS _. A Unmapped { Z i *• 0 The pin displayed on the map is an approximate 4 +authorit ted by the user and does not represent ati a property location. This map complies with FEMA's standards for the use of ..,� ¢ digital flood maps if it is not void as described below. • , The basemap shown complies with FEMA's basemap _ F accuracy standards m , * The flood hazard information is derived directly from the r authoritative NFHL web services provided by FEMA,This map �0 ` ' _w was exported on-1,219,,2021 at 5:01 PM and does not V t t W �' reflect changes or amendments subsequent W this date and f Z ,, time.The NFHL and effective information may change or 1 ti. 1 M1 Gd3Plhd +'�A: Of?e'� become superseded by new data over time. (ELY8 Feet) Z `w r y • (EL 2 } This map image is void if the one or more of the following map Q elements do not appear:basemap Imagery,flood zone labels, a° legend,scale bar,map creation date,community identifiers, a7 FIRM panel number,and FIRM effective data,Map Images for Fee( _U,�IJV 72°26 7 W 40"59'36 N unmapped and ummodernized areas cannot be used for ■ 0 250 500 1,000 1,500 2,000 V regulatory purposes, Basemap:USGS National Map:Orthoilmagery:Data refreshed October,2020 Z W U 0 Ia Z 0 U a 04 I Z ° IS_SUES / REVISIONS_ DESCRIPTION _ DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 1 Z W - - 0 309.64, - _ -_ _---_ _ W - _ _ Z - _ -- - S86 011E N C7 -- - ° 4 r O DEMOLISHED IN 1T5 ENTIRETY -� -- ..--- _--- _ Q EXISTING p tY - - -- - /' -` - ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND w � SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO - - _ PROPOSED DRIVEWAY THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO `ry / MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. lit New Construction - ° �' ��y , -- ,. Stack Residence k U �� PROP.2 STY PROP.2.STY Detached Garage e I � i Q g GARAGE 'S I ADDrTION r� I I 0 765o Nassau Point Road EXISTING II EXISTING GARAGE -- Cutchogue, NY 11935 6A7-E130 DEMOLISHED IN ITS ENTIRETY I z l ----_--- - -- I GENERA 92ENERAL SITE NOTE / U) BARBA _J O 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON C) —1 APPROVED SITE PLAN. ARCHITECTURAL/ II� ° DESIGN, PLLC� N 2. ALL SITE WORK SHALL BE PER SOIL ENGINEERS 41 I ^ 1 RECOMMENDATIONS.CONTRACTOR TO COORDINATE PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM / a w I '■v ALL / / o o TEL:(631) 560-7908 wbarba@bardarch.corn /�{�) / si,,,, EXISTING IN- '� p tY w (�J/'�J 3. STAKE OUT IS TO r3E PERFORMED 3Y A LICENSED v �/ / GROUND POOL 2 I 0. W �� `� SURVEYOR.STAKING AND LAYOUT ARE TO ESTA3LISH w UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS /// .� ALL LINES AND 3ENCHMARKS.VERIFY ALL GIVEN DATA A F- � AND DRAWINGS.IN CASE OF DISCREPANCY,RECEIVE � LAW'CLARIFICATION FROM ARGHITEGT PRIOR TO < ; Asa: � II ' I DOCUMENT IS A VIOLATION OF NEW YORK STATE �. IPROCEEDING. m z l 4. EXCAVATE AND 3AC4,,FILL FOR WORK ON DRAWINGS. JOB No. E I STOCKPILE ALL EXCAVATED MATERIAL.NEW AND W EXISTING 3AGKFILL MATERIAL AND TOPSOIL ARE TO 3E 2133 ED - - GQ FREE OF WEEDS,TREE ROOTS,ROCKS AND DE3RIS.ALL �vr qR U' — - ---,k- SURPLUS MATERIAL THAT IS UNSUITA3LE FOR 3ACKFILL C�` ��PM �• e y�j• DATE M (O FRONT YARD SETBACK MATERIAL SHALL 3E REMOVED FROM THE SITE. D O S. PROTECT ALL TREES WITHIN 8'-0"OF THE 3UILDING. 1�14�22 _ t 9 0 , _ 6. PROPER APPROVALS MUST 3E 03TAINED 3EFORE DRAWN BY COVERING AND EXCAVATED WORK - - S890 07' 20"W (6..^ A 1 O■0 0 7. 3AGKFIL LL L IN 6"LIFTS.(A EXCAVATIONS SHALL 3E ��F 039Q40 N CARRIED INTO 18"OF UNDISTUR3ED SOIL.) Z SCALE AS NOTED 8. DO NOT PROVIDE OVER 3AGKFILLIN6 FOR 8"OR 10" < POURED CONCRETE FOUNDATION.CONTRACTOR SHALL VERIFY SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND VERIFY ALLOWA3LE FOUNDATION LOADING PRIOR -i TO 3ACKFILLING.ALL SHALL 3E PER NEW PORK STATE < DRAWING TITLE DWG No. CLEARWATE R LANE 1 SITE PLAN RESIDENTIAL 3UILDING CODE. co 1 n = 210,_0n g. STEP FOOTINGS WHERE ELEVATION CHANGES,ONE SITE PLAN SITE-i VERTICAL TO TWO HORIZONTAL AS AS SHOWN ON O DRAWINGS OR WHERE ENCOUNTERED SOIL OR FIELD 0 GRADE CONDITIONS REQUIRE CHANGE IN FOOTING LLI ELEVATIONS. 0 Z -- - I KEYED NOTES: . - GENERAL NOTES: ELECTRICAL NOTES: FIRE NOTES: NOTICE OF UTILIZATION OF TRUSS TYPE A88 EVfkTIONS ANDSYMBOLS; I FOR PERMIT -] 1. THE INTENT OF THE DOCUMENTS IS TO SHOW NEW CONSTRUCTION ONLY.6C,SHALL PROVIDE 1. ELECTRICAL FIXTURES&COMPONENTS ARE TO BE LABELED IN ACCORDANCE WITH SECTION 1. R302.9.2 SMOKE-DEVELOPED INDEX:WALL AND CEILING FINISHES SHALL HAVE A SMOKE- CONSTRUCTION, PRE-ENGINEERED WOOD - ALL REQUIRED DEMOLITION AND REMOVE ONLY THOSE EXISTING ITEMS REQUIRED TO E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. DEVELOPED INDEX OF NOT GREATER THAN 45 CONSTRUCTION AND/OR TIMBER ALUM ALUMINUM ACCOMPLISH THE NEW CONSTRUCTION AS SHOVIN.RETAIN OR RELOCATE THOSE ITEMS NOT FOR EQUIPMENT WORKING SPACE AND CLEARANCE SEE SECTION E3305.ELECTRICAL 2• R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION:FLAME OF Of-FOLD . SHOWN TO BE REMOVED OR WHERE CALLED TO BE RELOCATED. CONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH CONSTRUCTION IN RESIDENTIAL STRUCTURES. BRNG BEARING 2. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN SECTIONS E3306 AND E3307. SECTIONS R302.10.1 THROUGH R302.10s. (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) G.J. CEILING JOIST ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL CODES AND ORDINANCES 2. ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER 35.T 3. R302.10.1 INSULATION:INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR CL CENTER LINE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3. HE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3502. RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL G-N4 CEILING -- WFCM 2018 4. SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E35o3. ASSEMBLIES,ROOF-CEILIN4 ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS CONSISTS OF A CIRCLE 6•'IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN CO CLEAN OUT/CASED OPENING • RESIDENTIAL BUILDING CODE OF NYS2-02-0 5. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE CONT CONTINUOUS • ENERGY CONSERVATION CONSTRUCTION COVE OF NYS 2020 CHAPTER 36#38. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS GT COLLAR TIE • MECHANICAL CODE OF NYS 2020 6. ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION E3508. OR UL 723. SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING GHU CONCRETE MASONRY UNIT • PLUMBING CODE OF NYS 2020 7. REQUIRED RECEPTACLE OUTLETS,4R PROTECTIONS,04111`71,1G OUTLETS ARE TO COMPLY EXCEPTIONS: SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, D DRYER • ELECTRICAL CODE OF NYS 2020 WITH CHAPTER 38.ENCLOSED ELECTRICAL WIRING is TO COMPLY WITH TABLES E3804.6(1) A. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE IT MAY BE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS NOT DIRECTLY PIA DIAMETER 3. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SkxtL BE REPORTED,IN WRITING,TO THROUGH(10). FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER D.J. DECK JOIST THE ARCHITECT FOR CLARIFICATION. S. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 39. NOT APPLY TO THE FAGN4S,PROVIDED THAT THE FACING IS INSTALLED RESISTANT MATERIAL. DN DOWN 4. WHERE CONFLICTS ARISE THE MORE STRINGENT CODE REQUIREMENTS SHALL APPLY. 9. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING,STRUCTURAL COMPONENTS IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE THE CONSTRUCTION TYPE DW DISH WASHER 5. THE TERM'OWNER'SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES ARE TO COMPLY WITH SECTION E3302. CEILING,FLOOR OR WALL FINISH. DESIGNATION SHALL BE FAI FRESH AIR INTAKE AND ITS AGENTS OR REPRESENTATIVES. 10. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND APPLIANCES, B. CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOT SPRAY 6"Dik I• "I","II","111-,"IV"OR"11"TO F.F. FINISHED FLOOR 6. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF WORK WITH ALL AND PERFORM ALL OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS,THE APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION R:302.10.3, REFLECTIVE RED- INDICATE THE CONSTRUCTION F.J. FLOOR JOIST TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF PANTONE(PMS)#1$1CFR CLASSIFICATION OF THE FR FIRE RATED 7. THE GENERAL CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF REQUIREMENTS PER AUTHORITY HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE- STRUCTURE UNDER SECTION GALV GALVANIZED . ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE SPECIFIED WORK DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN 4W8 GYPSUM WALL BOARD PRIOR TO COMMENCEMENT OF WORK.ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY AND WORK REQUIRED BY OTHER CONTRACTORS.ALL ELECTRICAL EQUIPMENT SHALL BE ACCORDANCE WITH GAN/ULC CODES AND STANDARDS -602 OF THE BCNYS. HDG HOT DIPPED GALVANIZED OF THE CONTRACTOR U/L APPROVED. C. FOAM PLASTIC INSULATION SHALL COMPLY WUH SECTION R31lo. � RELECTIVE HDR HEADER S. EXISTING DRAWINGS ARE TO AID IN THE UNDERSTANDING OF THE NEW WORK AND SHALL 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF RECEPTACLES,SWITCHES, 4. R302.10.2 LOOSE-FILL INSULATION:LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE X � HT HE(4HT NOT BE DEEMED TO SHOW ALL EXISTING CONDITIONS,NOR SHALL THEY SUBSTITUTE FOR SWITCH OPERATED RECEPTACLES AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING MOUNTED IN THE ASTM E 84 OR UL 72-3 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL FIELD VISITS AND SCOPE OF WORK SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF j ,11Y STROKE LVL LAMINATED VENEER LUMBER MEM MEMBRANE 9. VERIFY ALL FIELD CONDITIONS PRIOR TO EXEC.I.TION OF THE WORK AND NOTIFY ARC.HfTECT 12. THE ELECTRICAL CONTRACTOR SHALL FURNISH CERTIFICATE OF INSPECTION ATTESTING SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH GANIULC S102.2. MEM MANUFACTURED OF DISCREPANCIES OR UNSATISFACTORY WORK THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE EXCEPTION: SIGNS IDENTIFYING THE NTS NOT TO SCALE .O. PROVIDE ALL TEMPORARY BRACING,SHORING,FORMS,ETC PROVIDE ALL REQUIRED NATIONAL ELECTRIC CODE(LATEST EDITION). A. CELLULOSE FIBER LOOSE-FELL INSULATION SHALL NOT BE REQUIRED TO EXISTIANCE OF TRUSS O.G. ON CENTER TEMPORARY ENCLOSURES TO PROTECT THE NEW AND EXISTING CONSTRUCTION MATERIALS 2.3. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL FIXTURES WITHIN PROXIMITY TO BE TESTED IN ACCORDANCE WITH GAN/ULC,5102.2,PROVIDED SUC.N DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSISTS P.C. POURED CONCRETE AND EQUIPMENT FROM THE WEATHER TO PROTECT THE UNALTERED AREAS FROM DUST INSULATION ARE 1/G RATED CANS APPROVED UNDER THE NATIONAL ELECTRIC,CODE. INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS COMPONENTS THAT ARE OF TRUSS OF A CIRCLE 6"IN DIAMETER,WITH P.T. PRESSURE TREATED AND DEBRIS OF CONSTRUCTION. 14. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL RECEPTACLES WITHIN WET R302.10.1 AND R302.10.3. TYPE CONSTRUCTION A STROKE WIDTH OF 12".THE SIGN R RISER 11. THE CONTRACTOR SHALL REPAIR,AT THEIR OWN EXPENSE,ANY DAMAGE OCCURRING AND/OR EXTERIOR AREAS ARE OF GFI OR WP GFI DESIGNATED CIRCUITS REQUIRED UNDER 5. R302.30.3 CELLULOSE FIBER LOOSE-FILL INSULATION:CELLULOSE FIBER LOOSE-FILL BACKGROUND SHALL BE RP ROOF DRAIN FROM THE NEW WORK DUE TO EXPOSURE TO WEATHER OR THEIR MANNER OF METHODS OF THE NATIONAL ELECTRIC CODE. INSULATION SHALL COMPLY WITH CPSC 16 CFR,PARTS 1209 AND 140 .EACH PACKAGE OF -F- FLOOR FRAMING,INCLUDING REFLECCTIVE WHITE N COLOR.THE REF REFRIGERATOR CONSTRUCTION. 15. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND ENSURE THAT ALL EXTERIOR SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 GIRDERS AND BEAMS CICLE AND CONTENTS SHALL BE REQ'D REQUIRED 12. PROVIDE ALL REQUIRED CUTTIN4,FITTING AND PATCHING FOR THE PLUMBING, FIXTURES ARE RATED FOR SUCH APPLICATION. CFR,PARTS 1209 AND 3.404. REFLECTIVE RED N COLOR, RR ROOF RAFTER MECHANICAL AND ELECTRICAL TRADES 6. P302-ID-4 EXPOSED ATTIC,INSULATION:EXPOSED INSULATION MATERIALS INSTALLED ON " " CONFORMING TO IN COLOR, E R.R H ROOF FOLK COUNTY DEPARTMENT OF HEALTH SERVICES 13. PROVIDE ALL REQUIRED MISCELLANEOUS ROUGH AND FINISH CARPENTRY,HEADERS, ATTIC,FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.3.2 WATT PER R ROOF FRAMING PLUMBING NOTES: MATCHING SYSTEM PMS T TREAD LINTELS,BLOCKING,FURRING,TRIMMING,ETC. SQUARE CENTIMETER. ( )#187. TYP TYPICAL 14. PROVIDE ALL REQUIRED PLUMBING,VENTILATION,AND ELECTRICAL CONNECTIONS FOR 3 ALL 7. R02.10.5 TESTING:TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE "FR" FLOOR AND ROOF FRAMING WHEREA SIGN IS DIRECTLY APPLIANCES AND EQUIPMENT. 1. PLUMBING,SANITARY,COLD AND HOT WATER AND ALL OTHER PtPIN4 SHALL CONFORM TO WITH ASTM E 970. APPLIED TO A DOOR OR SIDELIGHT, UON UNLESS OTHERWISE NOTED ALL LOCAL,COUNTY&T R OWN REQUIREMENTS AND THE REQUIREMENTS OF THE VIF VERIFY IN FIELD 15. ALL WORK SHALL CONFORM TO LOCAL,STATE AND NATIONAL BUILDING CODES. 8. 302.11 FIREBLOCKING:IN COMBUSTIBLE CONSTRUCTION,FIREBLOGKIN4 SHALL BE IT MAY BE A PERMANENT Z 16. NO NOTE OR DETAIL DR LACK THEREOFRESIDENTIAL BUILDING CODE OF NEW YORK STATE,LATEST EDITION.SHALL BE CONSTRUED AS RELIEVING THE 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED BY LAW. PROVIDED TO GUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENING W WASHER S NON-FADING STICKER OR DECAL. y,I/ WITH CONTRACTOR FROM INE EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND 3. ALL HYDRONIG HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. PLEASE TAKE NOTICE THAT THE AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY SIGNS NOT DIRECTLY APPLIED TO WH WATER HEATER OR LOCAL CODES.THI=DRAWINGS ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING BE .AND THE ROOF SPACE DOORS OR SIDELIGHTS SHALL BE 4. ALL WATER SUPPLY LOCATED WITHIN CRAWL SPACES SHALL BE INSULATED. (CHECK ALL THAT APPLY): WWM WELDED WIRE MESH � OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK S. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED 9. FIREBLOCKIN4 SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING OF STURDY,NON-FADING, z HEREIN DESCRIBED,tr SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE LOCATIONS: O ARCHITECT. FOR THEIR WORK. A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED n NEW RESIDENTIAL STRUCTURE WEATHER RESISTANT MATERIAL. 6. SERVICE WATER HEATERS AND BOILERS ARE TO COMPLY WITH CHAPTER 20 AND Cf-IAPTER E_ 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: U AND FOR SEQUENCES AND PROCEDURES TO BE USED. 28,SEE ALSO SECTION 42408(305)FOR CLEARANCE REDUCTIONS.SEE SECTION G24O9(308). a. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ® ADDITION TO EXISTING RESIDENTIAL STRUCTURE IN ADDITION THE BOILER IS TO COMPLY WITH SECTION 42452(631). H 18. RESC44ECK INFORMATION PROVIDED ON SHEET CN-3 b: G 1 HORIZONTALLY AT INTERVALS NOT EXCEEDING FEET(3048 MM) Z9. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY 7. FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY, S. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE INSTALLATION TESTING METHODS,OPERATION AND MAINTENANCE SHALL BE IN O ALL SUBCONTRACTOFS AND MATERIAL SUPPLIER,IN ADDITION TO THE GENERAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. AC(.ORDANGE WITH SECTION 42401(IOf)42417(406).GAS PIPING IS TO BE DESIGNED IN CONTRACTOR C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF UTO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT ACCORDANCE WITH SECTION 42413(402)PIPING MATERIALS ARE TO COMPLY WITH SECTION 20. PROVIDE OWNER WITHH ALL CERTIFICATES OF INSURANCE THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 4241.4(403)STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF GAS PROPERTY REFERENCED TO THE LOWER RIGHT WILL 2-1. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR PIPING IN ACCORDANCE WITH SECTION 42405(302).PIPING INSTALLATION IS TO COMPLY R302.7. MANAGEMENT. D. AT OPENINGS AROUND VENTS,PIPES,DUCTS,GABLES AND WIRES AT CEILING AND UTILIZE(CHECK EACH APPLICABLE LINE): 22. THE OWNER AND THE ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT WITH 42415(404)LINKS IN PIPES ARE NOT ACCEPTABLE IN ACCORDANCE WITH SECTION FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF z CONFORM TO THE DRAWINGS.THE CONTRACTO2 SHALL CORRECT ALL WORK REJECTED AT 42414(406) FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING THIS ANNULAR TRUSS TYPE CONSTRUCTION(TT) O NO ADDITIONAL COSTS. S. GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC L AND CONTRO SPACE SHALL NOT BE H REQUIRED TO MEET THE ASTM E 1.36 REQUIREMENTS. Q2-3. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE q. GAS P PSYSTEMSN4 IS TO BE TESTED FOR LEAKS tN AC!ORDANCE WITH G2415.16(4C?4.16).REFER TO E. FOR THE FIRESLOGKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.19. ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) GENERAL CONTRACTOR OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE F. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE E- SECTION 42417(406)FOR ADDITIONAL NOTES OF COMPLIANCE. Q PERFORMANCE OF TFIE(R CONTACTS. LINE OF DWELLING UNIT SEPARATION. TIMBER CONSTRUCTION C 10. GAS SHUTOFF VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTIONS 6242-0(409) (T ) 24. THE CONTRACTOR!S OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL, W. R302.11.1 F(REBLOCKING MATERIALS:EXCEPT AS PROVIDED IN SECTION R30211,ITEM 4, ZND 42422(411). REVISED PUNCH LIST AT THE CLOSEOUT OF THE CONSTRUCTION. F(REBLOCKIN4 SHALL CONSIST OF THE FOLLOWING MATERIALS: U 25, IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS I.I.1 WATER AND DRAINAGE PLUMBING D TO BE INSTALLED IN ACCORDANCE WITH SECTION A. TWO-INCH(51 MM)NOMINAL LUMBER IN THE FOLLOWING LOCATION(S)(CHECK ALL APPLICABLE): U P26D3.WOOD FRAME DRILLING,AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2103.2. HE/SHE SHALL NOTIFY THE ARCHITECT PRIOR TO CONTINUATION OF THE WORK. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION IS TO BE IN ACCORDANCE 8. TWO THICKNESS OF 1-INCI-I(25.4 MM)NOMINAL LUMBER WITH BROKEN LAP E 26. THESE CONSTRUCTION DOCUMENTS AND ALL COPYRIGHTS CONTAINED HEREIN ARE THE JOINTS. FLOOR FRAMING INCLUDING GIRDERS AND BEAMS(F) WITH P2603.2.1 AND P2603.3 RESPECTIVELY.REFER TO P2 •603.4 AND Pz6O3.S FOR PIPES IN M SOLE PROPERTY OF THE ARCHITECT AND CAN NOT BE USED FOR ANY OTHER MEANS. C ONE THICKNESS OF 23 132-INCIH(].8.3 MM)WOOD STRUCTURAL PANELS WITH FIRE-RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS pa 27. ALL WARRANTEES ASSOCIATED,BUT NOT LIMITED TO ROOFING,WINDOWS,SIDING AND RESPECTIVELY.PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED JOINTS BACKED BY 23132-INCH(18.3 MM)WOOD STRUCTURAL PANELS. ® ROOF FRAMING(R) ® APPLIANCES SHALL BE SUPPLIED BY THE CONTRACTOR TO THE OWNER IN WRITING NO WITH A SLEEVE TWO PIPE SIZES GREATER THAN TIRE PIPE PASSING THROUGH,IN D. ONE THICKNESS OF 314-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED BY LATER THAN PROJECT CLOSEOUT. ACCORDANCE WITH P2603.5.PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2 3/4-INCH(Z9.1 MM)PARTICLEBOARD.605.TABLE FLOOR FRAMING AND ROOF FRAMING(FIR) GENERAL ARCHITECTURAL NOTES;, P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY E. ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. CA F. ONE-QUARTER-INC.H(6.4 MM)CEMENT-BASED MILLBOARD. WITH SECTION P2608.PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED z 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS AND AND ARE TO COMPLY WITH SECTION P2603.FIXTURE TRAPS ARE TO COMPLY WITH SECTION G. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED W DETAILS,TYPICAL OF ALL DRAWINGS. MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN P3201. PLACE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS" 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE LIGHTING,SECURITY 12. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, UCONTROLS,HVAO DUCTWORK AND GRILLES WITH GRAMIN4,SEE ELECTRICAL,SECURITY, COUNTY,MUNICIPAL AND OTHER AUTHORITIES WHO HAVE JURISDICTION. H. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 119 Q HVAC AND INTERIOR ELEVATIONS DRAWINGS FOR LOCATIONS. 2.3. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED,PAID FOR, 1 B T S O FOR HE SPECIFIC APPLICATION. LOAD-BEARING M- 3. ASSUMED SOIL BEARLV4 CAPACITY 2 TONS/SF.SUBJECT TO INSPECTION AND VERIFICATION AND FURNISHED TO THE OWNER AT THE COMPLETION OF THE PROJECT BY THE 11. MINR30ERAL O BAITS FIBER BLANKETS OF MINERAL OR GLASS FIBER:BAITS S BLANKETS OF CLASS OF MATERIAL PRESSURE z - BY 4EOTECHNICAL REPORT AND OR LOCAL AUTHORITY. CONTRACTOR MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE 0 4. NEW CONSTRUCTION/FOUNDATION TO BE STAKED OUT AND ALL REQUIRED BUILDING PERMITTED FOR COMPLIANCE WITH THE 3-0-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN (pounds per square foot) I-•I DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND APPROVED BY A LICENSED WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. Crystalline bedrock 12,000 rY U SURVEYOR PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. HVAG NOTES. 12 R302.11.1.2 UN FADED FIBERGLASS:UNPAGED FIBERGLASS BAIT INSULATION USED AS FIREBLOCKINCr Ska U.FILL THE ENTIRE GROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF Sedimentary and foliated rock 4,000 5. ALL STEEL,INCLUDIN a'COLUMNS,BEAMS,LINTELS, EYG.IN CONTACT WITH MASONRY,TO BE 1. 1 NAG IS TO COMPLY WITH SECTION N1301.HEATING AND COOLING EQUIPMENT IS TO BE NOT LESS TJANBSTR C INCHES E E CMM)OU MEASURED VERTICALLY.WHERE PIPING,CONDUIT OR ,Sandy gravel and/or gravel(GW and GP) 3,000 tl) COVERED WITH GGP F'ERM-A-BARRIER WALL MEMBRANE. DESIGNED IN ACCORDANCE WITH Mi4o1.3.vUGr SYSTEM FOR HVAG IS TO BE FABRICATED IN SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TIGHTLY O 6. ALL STEEL TO RECEIVE TWO SHOP COATS OF TYNEMEG RUST RESISTANT PAINT AND ONE ACCORDANCE WITH SECTION M1601.THICKNESS OF ALUMINUM AND GALVANIZED SHEET Sand,salt clayey silty g FIELD COAT TOUCH Ul',TYPICAL. AROUND THE OBSTRUCTION. y Sand,cla a sand,sit ravel U METAL ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. 13. R302.11.1.3 LOOSE-FILL INSULATION MATERIAL:LOOSE-FILL INSULATION MATERIAL SHALL ISSUES / REVISION 7. ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYP/GAL and clayey gravel(SW,SP,SM,SC,GM 2,000 ❑ 2. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION SHALL BE VENTED S. GENERAL CONTRACTOR TO PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER SLEEVES NOT BE USED AS A FIREBLOCK UNLESS SPEGFIGALLY TESTED IN THE FORM AND MANNER and GC AS PER SECTION MI-506 OF THE RESIDENTIAL BUILDING CODE OF NYS 2-OW:PROVIDE A ) BELOW SLABS AND IN FOUNDATION WALLS FOR DRAINAGE,SEPTIC,PLUMBING,ELECTRICAL, INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD SO T CONTINUOUS. EXHAUST FAN WITH A CAPACITY OF so CFM INTERMITTENT OR 20 CFM THE SPREAD OF FIRE AND HOT GASES. Clay,sand silty y Clayey DESCRIPTION DATE No. F WATER,ETC.TYPICAL REVIEW WITH ARCHITECT AND ALL SUB-CONTRACTORS FOR NUMBER Y, Y SII Clay,cla a Silt,silt and CONTINUOUS. 1,500b AND REQUIREMENTS PRIOR TO POCKET AND SLEEVE INSTALLATION AT CONCRETE WALL 14. R3o2.11.2 FIREBLOOKIN4 INTEGRITY:THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. sandy siltclay(CL,ML,MH and CH) ISSUED FOR BUILDING PERMIT 9/21/22 1 z 3. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT AND SLAB POURS. 15. R302.12 DRAFTSTOPPIN4:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE 9. ALL SLEEPING ROOM_;TO HAVE AT LEAST ONE EGRESS WINDOW: WITHOUT REMOVING PERMANENT CONSTRUCTION,OTHER APPLIANCES,OR ANY OTHER For SI.1 and r < BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOORGEILfN4 ASSEMBLY, pound per square foot=0 0479 kPa- p. PI PING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED,SERVICED, DRAFTSTOPS SHALL BE INSTALLED SO HAT HE AREA OF THE CONCEALED SPACE DOES NOT SILL HEIGHT=44"AFF,MAXIMUM a Where soil tests are required by Section R401 4,the allowable bearing capacities of the soil shall be part of the recommendations 4 REPAIRED OR REPLACED.A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPINC,SHALL DIVIDE THE CONCEALED NET CLEAR OPENING=5.7 SF b.Where the building official determines that in-place soils with an allowable bearing capacity of less than 1.500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation- NET CLEAR HEIGHT=24"MIN, 30 INCHES WIDE(762 MM BY 762 MM)SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED 13Y A • TO SERVICE AN APPLIANCE. fJ7 NET CLEAR WIDTH=20"MIN. FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE Q 4. M13o5.1..I FURNACES AND AIR HANDLERS:FURNACES AND AIR HANDLERS WITHIN PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE I.O. STAIR cONsrRucrroN ro COMPLY wrrH THE FOLLOwNG: z COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 A. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. RISER:4"NfN.,8 1/4"MAX. U INCH CK ES(76 MM)ALONG THE SIDES,BA AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING 6. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED TREAD: 4"MIN.RISER FACE TO FACE SPACE BEING NOT LESS THAN 12 INCHES(305 MM)WIDER THAN THE FURNACE OR AIR MEMBERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH"If W HANDRAIL HEIGHT:34"MIN.,39"MAX HANDLER.FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE NOT LESS GUARDRAIL:36"MIN.W/4"MAX.ON CENTER SPACING. 16. R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHAN.BE NOT LESS THAN 1/2-(NCH TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potentialb THAN A 6-INCH(15,,MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE. 12.7 M GYPSUM BOARD,3/8-INCH 9.5 MM WOOD STRUCTURAL PANELS OR OTHER ❑ 11. HARD WIRED SMOKE DETECTORS W/BATTERY BACK-UP SHALL BE LISTED BY AN APPROVED ( ( ) AGENCY AND SHALL(3E INSTALLED AS FOLLOWS: COMBUSTION AIR OPENINGS AT THE REAR OR SIDE OF THE COMPARTMENT SHALL COMPLY APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPIN4 SHALL BE INSTALLED Negligible Moderate Severe WITH THE REQUIREMENTS OF CHAPTER 17. ALL DRAWINGS,HE PROPERTY O AND COPIESTHEREOF FURNISHED BY THE ARCHITECTARE AND • N ALL BEDROOMS PARALLEL To THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE SHALLREMAINTHE PROPERTYOFTHEARCHITECT.THEY AREJE T.USED ONLY WITHRESPECT TO EXCEPTION:THIS SECTION SHALL NOT APPLY TO REPLACEMENT APPLIANCES Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500° THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO • ,IN HALLWAYS IN FRONT OF BEDROOM DOORS BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE 0 l INSTALLED IN EXISTING COMPARTMENTS AND ALCOVES WHERE THE WORKING. 17, R302.13 FIRE PROTECTION OF FLOORS:FLOOR ASSEMBLIES THAT ARE NOT REQUIRED Basement slabs and interior slabs on grade,except garage floor slabs 2,500 2,500 2,500c PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON r• AT THE TOI OF ALL FLIGHTS OF STAIRS AT EACH FLOOR LAW COPYRIGHT OR OTHER RESERVED RIGHTS. InSPACE CLEARANCES ARE IN ACCORDANCE WITH THE EQUIPMENT OR APPLIANCE I4 1-2. HARDWIRED CARBON MONOXIDE DETECTORS%AI/BATTERY BACK-UP SHALL BE INSTALLED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED,SHAN.BE PROVIDED WITH A Basement walls,foundation walls,exterior walls and other vertical concrete Q OUTSIDE FOR EACH SLEEPING AREA.CARBON MONOXIDE DETECTORS SHALL BE LISTED BY 1/2-INCH(12.7 MM)GYPSUM WALLBOARD MEMBRANE,519 ANCH(16 MM)WOOD work AN APPROVED AGENCY. 2,500 3,0001 3,000d UWINDOW& DOOR NOTES: STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF TIHE FLOOR exposed to the weather New Construction F- 13. ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED UNLESS OTHERWISE FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, Porches,carport slabs and steps exposed to the weather,and garage floor NOTED.DIMENSIONS AT UNDISTURBED FJCIS77N4 AREAS ARE TO EXISTING FINISHES. 1. WINDOWS AND DOORS ARE TO 8E TESTED BY AN APPROVED INDEPENDENT LABORATORY LIGHTING,DEVICES,LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING A slabs AND SIMILAR 2,500 3'000d_e f 3,500d•e.f Stack Residence1-1 W 14. PROVIDE GCP PERM-.A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS CORNING RIGID AND ARE TO BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE OPENINGS OR PENETRATIONS SHALL BE PERMITTED. �•. INSULATION PROTECTION BOARD AT FOUNDATION WALLS PERIMETER FROM TOP OF FOOTING CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH EXCEPTIONS: For SI 1 pound per square inch=6-895 kPa Detached Garage U 2. AAMA/NWWDA 101/I.S.2/A440,AAMA/WDMA/CSA 101/1.5.2/A440 OR AMP 1.00.THIS 15 IN 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY g � TO ADJACENT GRADE:AT ALL FOUNDATION WA-L EXTERIORS,TYP. a.Strength at 28 days psi. �U7 ACCORDANCE WITH R609.3.THE WINDOW AND DOOR ANCHORAGE SYSTEM IS TO COMPLY AN AUTOMATIC,SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION I.S. PROVIDE 1/2"REMOLDED FILLER JOINT WITH CAULKING AT ENTIRE PERIMETER OF SLAB, b See Table R3012(1)for weathering potential 6 o Nassau Point Road 1-1 WITH R609.7.GLAZING PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 AND P2904,NFPA 1.30,OR OTHER APPROVED EQUIVALENT SPRINKLER / 5 TYP. c Concrete in these locations that is subject to freezing end thawing during construction shall be air-entrained concrete in accordance With Footnote d R308.1.1. SYSTEM. Cutchogue, NY 11935 16. PROVIDE A 6"MIN.FOOTING EXTENSION AROUND FOUNDATION WALLS,UNLESS OTHERWISE d Concrete shall be air-entrained.Total au content{percent by volume of concrete)shall be not less than 5 percent or more than 7 percent 3. ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS SHALL HAVE A MINIMUM NET 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT r% NOTED,TYP. e See Section Rd02 2 for maximum cementRious materials content ;r 17. PROVIDE A V-0"MIN.FOOTING EXTENSION AROUND FIREPLACE FOUNDATIONS,TYPICAL. CLEAR OPENING OF S.7 SQUARE FEET,MINIMUM OPENING HEIGHT:74",MINIMUM OPENING INTENDED FOR STORAGE OR FUEL-FIREDAPPLIANCES. f For garage floors with a steel-troweled finish,reduction of the total air content(percent b volume of concrete to not less than 3 percent is ga g (p y } pe permitted iFthe specified compressive strength o/the concrete is increased to not less than 18. MAINTAIN A MIN.OF 6"FROM TOP OF FOUNDATION WALL TO FINISH 4RADE,NOTIFY WIDTH 20",AND A MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION R310.1.1,R310.1.2, 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE , 4.000 psi. ARCHITECT IF DISCRE7AN0Y OCCURS. R310.1.3,R310.1.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: - 19. PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL. 4. SAFETY GLAZING rS REQUIRED IN HAZARDOUS LOCATIONS AS DESCRIBED IN THE A. THE AGGREGATE AREA OF HE UNPROTECTED PORTIONS TABLE R302.6 RESIDENTIAL CODE OF NEW YORK<STATE,SECTION R308.4. DOES NOT EXCEED 130 SQUARE FEET(7.4 M2)PER STORY (9 20. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RESIDENTIAL BUILDING CODE OF ""' i "' � 5. PROTECTION OF OPENINGS REQUIRED IN BUILDINGS LOCATED WITHIN WINDSORD DEBRIS S. FIREBLOC•KINe7 IN ACCORDANCE WITH SECTION R302.11:L IS ro " ;4" NYS:ATTIC,ACCESS OF'ENfN4 SHALL NOT BE LESS THAN 22°X3CY'AND SHALL BE LOCATED IN LTWhLLING-GARAGE SEPARATION fff t o oq � � LOCATIONS.MEANS OF PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED �} A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MIN.UNOBSTRUCTED IaRC H I TECTU F2/aL HEADROOM IN THE A TIGSPACE SHALL BE PROVIDED @SOME POINT ABOVE THE ACCESS MISSILE TEST OF SfM E2996 AND ASTM E1886 AS MODIFIED IN SECTION R301.2.1.2.1. PORTION TO SEPARATE THE UNPROTECTED PORTION FROM SEPARATION MATERIAL -J ., OPENING.wkt &MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS 6. ALL GLAZING SHALL 8E DOUBLE PANE,LOW-E INSULATED GLASS. THE REMAINDER OF THE FLOOR ASSEMBLY. Ix D E 5 I G N, P L L C PER SECTION M1305.1.3. 7. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL BUILDING 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL Not less than 112-inch gypsum boil d or CODE OF NYS 2020,SECTION R310,TO NOT IMPEDE EGRESS COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INC.H SY 10-INCH 21. FIREBLOCKIN4 SHALL RE PROVIDED TO GUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH From the residence and attics equivalent applied to the VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES s. ALL WINDOWS AND DOORS SHALL 8E IN COMPLIANCE WITH THE RESIDENTIAL BUILDING (50.8 MM BY 2-54 MM)NOMINAL DIMENSION,OR OTHER APPROVED PO BOX go,BLUE POINT,NY 11715 BARDARH.COM AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8.CHIMNEYS AND CODE OF NYS 2020,SECTION R303,FOR NATURAL LICHT AND VENTILATION. FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. garage Side TEL:(631)560-7908 wbarba@bardarch.com FIREPLACES SHALL COMPLY WITH SECTION R2001.12. 9• ALL WINDOW AND DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER 18. R3COMBUSTIBLE4 COMBUSTIBLE INSULATION CLEARANCE:COMBUSTIBLE INSULATION SHALL BE 2-2. 4ARACE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R302.6 OF THE RESIDENTIAL 10. ALL DOORS CONNECTED TO RESIDENCEI7ARA4E ARE TO HAVE 45 MIN FIRE RATING AND IS SEPARATED NOT LESS THAN 3(NC.IHES(76 MM)FROM RECESSED LUMINARIES,FAN MOTORS Not less than 5/s-inch Type X gypsum board TO BE SELF-CLOSING(FRSC)IN ACCORDANCE WITH R302.6 AND OTHER HEAT-PRODUCING DEVICES. From habitable rooms above the garage BUILDING CODE OF NYS 2020.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE or equivalent EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH ASELF- Si. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE ECCCOF THE RESIDENTIAL EXCEPTION: UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS BUILDIN4 CODE OF NYS,LATEST EDITION. 1. WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER CLOSING DEVICE.DUC'>S IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND Structure(s)supportingfloor/ceiling Not less than 1/ �u DOCUMENT IS A VIOLATION OF NEW YORK STATE CEILINGS SEPARATING THE DWELLING FROM THECLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING GARAGE SHALL BE CONSTRUCTED OF A assemblies used for separation 2Ench,a m 1p` m k,oard or LAW" MIN.NUMBER 26 GAGE STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.WHERE FINISH NOTES: REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE equivalent PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A CONDITIONS STIPULATED IN THE LIrnN4.RECESSED LUMINARIES required by this section DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE- 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC ARE TO BE SUBMITTED TO INSTALLED IN THE BUfLDIN4 THERMAL ENVELOPE SHALL MEET THE JOB No. RESISTANCE RATING.'NHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE OWNER/ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. REQUIREMENTS OF SECTION N2102.4.5 OF TH1S CODE. Not less than 112-inch vJpSlliT1 bD71'd Or GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED 2• GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.GYPSUM BOARD TO BE Garages located less than 3 feet from a equivalent applied to the interior 2133 r0 ' ,� y�i 1/2"ON WALLS AND CEILING UNLESS OTHERWISE INDICATED.FINISH JOINTS,J-BEADS,NAILS dv}-111I I unit on the same lot side of e:teri,r walls that are within this DATE "( ' �s���""A J. Q� �%j• �, WITH ONE LAYER OF 5'/8"7YPE'X' GWB.OPENINGS IN HORIZONTAL SEPARATIONS SHALL a I NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY AND SCREW DIMPLES,CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS VERTICAL SEPARATIONS. OF JOINT COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE area s a�-, C� ', 23. LARGER SCALE DRAA1IN4S SUPER.CEDE SMALLER SCALE VERSIONS. SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL CORNERS AND AROUND ALL 10/04/22 'n !'%,- OPENINGS. T- - I 3. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND CEILINGS SHALL RECEIVE M.R. Ib• FIREPLACE AND FLUE NOTES: DRAWN BY M; 44 I:; •`.1 c GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL HAVE 4,. , 6l, tr it`' . WONDER BOARD INSTALLED. BB :��' 'csZ; \a,¢'- 1, 1. MULTIPLE FLUES ARE TO BE INSTALLED IN ACCORDANCE WITH R1003.13.CHIMNEY FLUES .., ":1^ _�i;cam,_-"� _-.,' 1 4. ALL WALLS AND CEILINGS OF 4ARACES TO BE SHEETED WITH 519"TYPE X'FIRE CODE "a '�'. CONNECTED TO MORE'THAN ONE APPLIANCE AZE TO HAVE A CROSS SECTIONAL AREA NOT U) i .a I SHEETROC/<.APPLY 519"TYPE W SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER `';. sue' Cti n'.� LESS THAN THE AREA OF THE LARGEST CONNE:TOR PLUS SO% OF THE AREAS OF THE 1. RESIDENTIAL CODE OF NEW YORK STATE,R309.21,R3o4.2.2. Z_ SCALE r� �''-°•- "- �I ' ADDITIONAL CHIMNEY CONNECTORS.FURTNERNORE,FLUE GROSS SECTIONAL AREA IS TO AS NOTED �* COMPLY WITH R1003,14. Q �w 2. EXTERIOR AIR INTAKE'fS TO COMPLY WITH R1006. M 3. ALL FLUES MUST BE SIZED FOR ALL APPLIANC.E3 THAT ARE CONNECTED BY MAXIMUM 0 RATED BTU OUTPUT OF TOTAL CONNECTED APPLIANCES. U-1 DRAWING TITLE DWG No. U - V) ll GENERAL z GN-i ° 0 NOTES w I- 0 z I i KEYED NOTES: TYPICAL 2ND FLOOR STRAPPING DETAIL TYPICAL I-JOIST STRAPPING DETAIL TYPICAL RIDGE STRAPPING DETAIL TYPICAL RAFTER STRAPPING DETAIL TYPICAL OPENING PROTECTION DETAIL TYPICAL OPENING PROTECTION DETAIL FOR PERMIT ROOF RAFTER Use every other nail hole in CUT �2 WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTE a row to provide the LENGTH Note: BEAM and - TYP.DOUBLE HUNG WINDOW code required minimum END Web stiffeners �'� STRAP BEARING ° ! 1. ALL WORK HALL SE IN CONFORMANCE WITH THE center-to-center spacing required on ° LENGTH G PLATE °• °° COLUMN HEADER REFER TO STRUCTURAL for nails both sides of RESIDENTIAL BUILDING CODE OF NEW PORK STATE, n o o ' ^ 2-- ALL WINDOW LOAD PES14N CRITERIA AND VV 1-joist 23�8 (t) SIMPSON STRONG TIE STRAP CM5T14 ! �--" 7/16 STRUCTURAL SECTION R301.z.1 AND Ff4URE R301.z(5)A END o e° 1lITN (S) liad FASTENED TO COLUMN HEADER " 'ry WOOD PANEL CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH ° -PACE AND (2) 10d fASTENED TO COLUMN ',, r' AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA) �\ °0 DISTANCE �" HEADER TOP. REFER TO MANUFACTURER FOR WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND ° COMPL£T£ INSTALLATION REQUIREMENTS TWO FAMILY DWELLINGS LOADS FOR BUILDfN4S AND OTHER CLEAR O GS(WFCM)AND THE MINIMUM SPAN ° O STRUCTURES(ASCE 7). O 3. IN REFERENCE TO THE ASCE STANDARDS(&WFCM); PER SECTION 6.5.4.WIND SPEED=13OMPH ` O O , O ][!J� A307/SAOIBE1 1/2" THREADEDWOOD SCREWS.SCREW 1 ROD, AS ^,� PER SECTION 6.5.5.IMPORTANCE FACTOR PPLIEA BY CONTRACTOR, PER EACH SIZE AND SPACING (PER 13UfLDIN6 CATEGORY(1)=1.00. o. COLUMN. PER NYS RESIDENTIAL PER SECTION 6.5.6 EXPOSURE CATE40RY IS • BUILDING CODE TA13LE ,B, END ° R301.2.1.2 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33,-0" Provide minimum LENGTH ` ° ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM �8"end distance TOP PLATE _ __ FIBERGLASS STRUCTURAL • o SPLIT COLUMN PROTECTION NOTES: ENGINEERING DESIGN LIMITATIONS,SECTION 3.1.3.1 FOR Equal number of ALL SCREWS TO BE SECURED TO FRAME OF WINDOW.PANELS TO 13E CUT TO MEAN ROOF HEIGHT ALLOWANCE. PER ASCE 7,F14URE specified nails in MTS Installation As an •o (1) SIMPSON STRONG TIE CONNECTOR 1dD5A MATCH EXTERIOR FRAME DIMENSIONS. 6-2,BUILDING HE14HTAND EXPOSURE ADJUSTMENT WITH (2) 5/4" BOLTS. REFER TO NYS RESIDENTIAL BUILDING CODE SECTION R301.2.1.2 PROHIBITS THE USE OF FACTOR A-1.0. each end Simpson Strong-Tie I joist to Top Plate Tie o MANUFACTURER FOR COMPLETE INSTALLATION s ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE CS Coiled Strap 0° Simpson Strong—Tie REQUIREMENTS PANELS SPANNING GREATER THAN 8'-O IN ANY DIRECTION-ALTERNATE 3.1,3.3A,3.4 AND 3.7 OF THE 2-015 EDITION OF WOOD PROTECTION METHODS MEETING LARGE MISSILE TEST STANDARDS ARE MTS30 REQUIRED. FRAME CONSTRUCTION MANUAL(WFCM). Q 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM,PRESCRIPTIVE DESIGN,CHAPTER 3 Q TYPICAL FLOOR TO FLOOR STRAPPING DETAIL TYPICAL HEADER STRAPPING DETAIL ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SEGrioNs 3.1.3.2 &3.3. • ALL WALL SYSTEMS SHALL CONFORM TO MSTA36 z t- WFCM SECTIONS 3.1.3.4 AND 3.5. in+sT/l49 ALL CONNECTIONS SHALL CONFORM TO -0471- simrrarl HDU2 w MASONRY PIER, FILL WFCM SECTION 3.2. fHDU4, DU5. CS16 in SOLID Ar} {GSf 4,C$�, v 7. LL ALLOWABLE LOADS FOR FRAMING MEMBERS AND L)TT2Z SI'lRT7f CS14 CS COLUMN(1) 3/4" EMBEDDED BOLTS AT EACH 8. FASTENERS/STRAPPING CONNECTIONS ARE FOP,USE WITH DOUGLAS FIR LUMBER. MS }tlnr 4r� THE CONNECTION DETAILS PROVIDED ON THE S`trono-Drive Gf44C ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS z sdti+vc LOAD PATH CONNECTIONS AS PER THE LOAD VALUES TRUSS Screw AND NAILING PATTERNS PROVIDED BY SIMPSON (� STRONG TIE CONNECTORS. Q � z0 Goad values lbr straps i~ Instalted diagonally `) See shall be determined t note t ° � L"A21 the engineer Of mean Z O L i•P4tTP&GA2 + AT SECOND U AT SECOND shown for shear FLOOR ONLY FLOOR ONLY ❑ re5hsfRr7ce;re -IF to paged 44. i O ° -- - - - - --__- - - ------------- --- --- - Strong-Drive* SDWF FLOOR-TO-FLOOR Screw Uplift anchors f0t F" {with TUW take-up washol 1 ye"min- needed in this area, k {tYp} (Except sill anct m) a AT FIRST z ' Q ° + • jam, FLOOR ONLY AU A •• 14pp11=9cm W maybe Usr 0 HDU2 with U All-Thrv;id I O Rod Q E.STma Z ^ i a I AT FIRST u TYPICAL 1ST FLOOR STRAPPING DETAIL FLOOR ONLY LSTAA1s CS116 i I h4 Z 3irn0 Nl O 14rr518 ((TS,1,frs Refer to des 9-12 for U srnaCar) lmoorranr wn&Worarions raWr&rtgQcabrgsan ISSUES / REVISIONS El 'min. 1. r�r>IA�n�+ory altaalr�xl do , i (typ•) preieN&M-1-ftealed M)GA DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 1 See note f a 1.5 : TYPICAL SHEATHING DIAGRAM ( ' Q ROOF SHEATHING-4'PERIMETER: AT FIRST U s ad,COMMON NAILS @ 6"O-G.AT PANEL !' SSPZ EP6ES&6" IN THE PANEL INTERMEDIATE P b k y --- ------'--- - -- ------------ II ') FLOOR ONLY •� R- �o�kF l_-- SUPP FIELD. in FRS o�T •s � ."`� j 55P2 UWA connectors shalt . . , LTF4,LTP5a-GA2sptTcrng (tlSk'a4ra, 1 by'Iasseachot^erlo ROOFSHEATHIN4-INTERIOR ZONE: AT SECOND ALDRAWINGS,SPECIFICATIONSANDCOPIESTHEREOFFURNISHEDBYTHE ARCHITECT ARE AND ,aT)rr,*od`inT T.FY20r TTe" nl Gr05 rain SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WRH RESPECTTO sap glj,""ng hX,I,,,tilt, 89,COMMON NAILS @ 6"O.C.AT PANEL _ -,ter I FLOOR ONLY THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO thrm,ion OF bai'*l Jn`Sl - - I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE (ofher eo,wecrars aV8iT8_t%jC-.) SSPZ EDGES @ 12"OZ.AT INTERMEDIATE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON / ( ( LAW COPYRIGHT OR OTHER RESERVED RIGHTS. � �T'efCirto pa'"`�s II 4- SUPPORTS IN THE PANEL FIELD. I � I�' I w-. W NEW ROOF Q I I AT FIRST A U FLOOR ONLY New Construction F TYPICAL HOLD DOWN(FOUNDATION WALL) TYPICAL HOLD-DOWN(EDGE OF SLAB) WALL SHEATHING -4'EDGE ZONE U(' r}� - - � Ed COMMON NAILS @ 6"O.G.AT PANEL i � � i' ' Stack Residence Post size by EDGES @ 12"O.0 AT INTERMEDIATE W �".., MSTCM40 Designer SUPPORTS IN THE PANEL FIELD,PER I rU WFCM SBGTABLE 3.10. ,u„M.�-,. I _ _ DetachedGa rage ' 765o Nassau Point Road ❑ WALL SHEATHING-INFERIOR ZONE '' t, Cutchogue, NY 11935 HDUS ° ° 8oI COMMON NAILS @ 6"O.G.AT PANEL �y / (Minimum ° EDGES @ 12"O.0 AT INTERMEDIATE NEW WALL double stud) ° ° SUPPORTS IN THE PANEL FIELD. 0 o e AT FIRST i � AT FIRST e FLOOR ONLY FLOOR ONLY \ Shear ` e: f connectors ° \ a .' Y not shown ROOF SHEATHfNG -GABLE ENDWALL RAKE: for clarity Sr. � 8d COMMON NAILS @ 4"O.G.AT PANEL EDGES @ 4"O.CG AT INTERMEDIATE 1111^z ARCHITECTURAL p SUPPORTS IN THE PANEL FIELD. DESIGN, P L L C A 13P n Overturn Diagram o 1/4° = 1 r-Orr PO BOX 9o,BLUE POINT,NY u7i5 BARDARH.COM ° • ° TEL:(631) 56o-'79o8 wbarba@bardarch.com e O DN ° TYPICAL SHEATHING NOTE: TYPICAL DETAIL NOTE: Rebar o ° o UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS (min.) o ° 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE TYPICAL STRAPPING AND HOLD DOWN DETAILS ABOVE AS DOCUMENT IS A VIOLATION OF NEW YORK STATE IN CONFORMANCE WITH WFCM TABLE 3.13A. MANUFACTURED BY NOT TO SCALE. 4CSHALL REFER TO z. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE DRAWINGS FOR PROPER-rYPE/SIZE OF ASSOCIATED LAW. HDU5 IN CONFORMANCE WITH WFCM TABLE 3.12A STRUCTURAL AND FRAMING MEMBERS.ALL HANGERS, (HDU2, HDU8, HDU11, 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE STRAPPING AND FASTENERS SHALL BE GALVANIZED AND JOB No. IN CONFORMANCE WITH WFCM TABLE 3.10 AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. and similar) TABLE 3.11 RESPECTIVELY. 2133 DATE 10/04/22 DRAWN BY BB U) 4 e Z SCALE AS NOTED 0 w ¢ DRAWING TITLE DWG No. co I— WINDLOAD z UPLIFT G N-2 0 EQUIREMENT 0 Z . I i 6 A-203 KEYED NOTES: 24'-0" FOR PERMIT 6'-0" 6'-0" 12'-0" 6 A-203 24'-0" 1 1 1 FLOOR PLAN KEY - X X-N x NOTE# NOTE TEXT OD G" O 60 TO PROVIDE GALVANIZED STRAPPING MF4'D BY N 1 'SIMPSON,STRONG TIE,TYP.(REFER TO SHT.4N-2 FOR - b MORE INFORMATION) O �p 2 STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION R3].].OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 O ZING COATED COPPER WINDOW PAN.GC SHALL PROVIDE x 3 CONTINUOUS SOLDERED PAN DIRECTLY INTO WINDOW PANS AND PITCH AT 1"TO V-0'AWAY FROM WINDOWS. 4"P.C.SLAB W/6X6 10/10 WWM OVER 60 MIL VAPOR 4 BARRIER ON 6"COMPACTED RCA. T.O WALL EL'8.87' O / 4'P.J.SLAB W/6X6 10/10 WWM L OVE 60 MIL VAPOR BARRIER �' 4"P.C.SLAB W/6X6 10/10 WWM OVER 60 MIL VAPOR 5 BARRIER ON 6"COMPACTED RCA.(PITCH TOWARDS 152 DOOR) PI CHED TOWARDS DOOR 5/8"TYPE W 4W8 AT ALL WALLS AND CEILINGS OF 6 GARAGE,TYP. T.O WALL EL 10.2' DROP FOUNDATION I O 5 7 3/4 HR RATED FIRE DOOR W/SELF CLOSER WALL FOR HAUNCH J� OVER FOOTING. 00 00 o / 2 R 2 r o 0 112 ' a CV N 4 N / N N N •- N n; -4 FOUNDATION NOTES; 5 1/2" 23'- 1" 5 1/2" 0 ,k- 0 1. THE MINIMUM NET AREA OF VENTILATION OPENINGS IS T.O WALL EL:8.87' NOT TO BE LESS THAN 1 SF FOR EACH 150 SF OF CO i0 UNDERFLOOR SPACE.EXCEPT WHEN GROUND SURFACE ' N O IS TREATED W/A VAPOR RETARDER MATERIAL, O M X 4„ M o. ' PROVIDED 1/1500 VENTILATION AREA AND LOCATE TO ' 151 b M co PROMOTE CROSS VENTILATION.REFER TO FOUNDATIONCl) r4 O PLAN FOR LOCATIONS. co 2. ALL ANCHOR BOLT SIZE AND SPACING SHALL BE AS 5 1 z 5 PER WIND LOAD/STRAPPING DESIGN DRAWINGS AND A-203 " ' - SHALL BE INSTALLED IN ACCORDANCE WITH R403.1.6. 3. PROVIDE SMOKE DETECTION,HEAT DETECTION AND CARBON MONOXIDE DETECTION PER PLAN LOCATIONS, _O r (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO (D k=======1R 7 COMPLY WITH R3]-3). 4. WALL AND CEII-IN4 FINISHES ARE TO HAVE A FLAME- =_____=n N / T.O WALL EL 10.2' O SPREAD CLASSIFICATION NOT GREATER THAN 200 IN r - i _ a ACCORDANCE W TH R3151 AND A SMOKE DEVELOPED _N A I 4, 00 ° DEX NOT GREATER THAN 450 IN ACCORDANCE WITH _______IN - Z ° G R315.2.TESTING AND ALTERNATE TEST METHODS MUST O \ I O O ) COMPLY WITH R315.3 AND R315.4 RESPECTIVELY. 0' --- \ I O" CV BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING •- , ROOM SHALL HAVE AT LEAST ONE OPENABLE $" 16'-8" $ 3 -4 8, EMERGENCY ESCAPE&RESCUE OPENING AS PER Z 4"THICK P.G.SL B W/6X6 _ SECTION R310 OF THE RESIDENTIAL BUILDING CODE OF 114 ---- -- r co O T.O WALL EL:10.2' 10/10 WWM OVER 60 MIL O NYS(LATEST EDITION).EMERGENCY ESCAPE AND cfl O E �a POLY VAPOR 6 RRfER a e- T.0 WALL EL:9.86' RESCUE OPENINGS SHALL HAVE: _U __ DIN 2 4 MAX SILL HEIGHT 44"A.F.F. 5 1/2" 4'- 10 1/2" 31/2" 11'- 11" 5 1/2" 3' 2 3/4" 9 1/4" GENERAL ROOF NOTES: C) - NET CLEAR OPENING 5.7 SF. N d 6. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL �8' 113 4 N 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE W CRAWL SPACES AS PER SECTION R409.4 OF THE 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION WOOD Z RESIDENTIAL BUILDING CODE OF NYS.WHERE _ d' FRAME CONSTRUCTION MANUAL(WFCM).REFER TO - T.O WAIL EL:12.83' a 3'-0" WINDOW LOAv/STRAPPING PES14N SHEETS WITHIN THIS � O� _ MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE, o N T z ••`: '03 aD ° x C3� r SET OF DRAWINGS. Q - - PROVIDE ACCESS AS PER SECTION M].305,1.4. - YY �nj5' O - °' 7. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE 2. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF G1 O I O O O NOTES � � AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED CV N TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED 171 ��� BITUMEN SHEET IS TO BE USED AND IS TO EXTEND ANCHOR NOTES: FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 j/�y 1 1 INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF 1. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED �, ) THE BUILDING IN ACCORDANCE WITH R905.2.7.1. [� 4'-6" 2'-0" 5'-O" 2'-0" 8'-6" 2'-0' WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE `) 1 9 �`�� W 2. ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7 Qo 3. ROOF COVERING MATERIALS IS TO COMPLY WITH j SECTIONS R9O2,R904,R9O5 AND IS TO SUBMIT 24'-0" INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON- \ /�'' '�, INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS ` \ TO BE INSTALLED IN ACCORDANCE WITH R9O3.4 O 6 WHEN RESISTING LATERAL AND SHEAR LOADS ONLY. 2'-6" 2' 6" 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH z_ 3. ANCHOR BOLTS SHALL BE LOCATED WITHIN i2 INCHES z FOUNDATION PLAN A-203 OF CORNERS&EVERY 36"O.G.FOR THE ENTIRE LENGTH 6 -6" 5'-0' 1 O'-6" 2'-O R905.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO ° 1 1/4" = 1'-0„ OF THE WALL. COMPLYWITH R905.2.4 AND R9O5.2.5 RESPECTIVELY. 4. SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE 24'-O" 5. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M1801 THROUGH Miso4 AND CHAPTER z4. TREATED AND HAVE FULL BEARING ON THE 6. GC SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL 24'-0" FOUNDATION SYSTEM. TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT - S. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM 6 HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR z T-7 1/4" 2'-9 1/2" 13'-7 1/4" SIZE AND SPACING OF ANCHOR BOLTS AND OTHER n First Floor Plan SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION 1/4" = 1'-p" A-203 TO LIMITFREEZlNG/CRACKING OF ELBOWS. ISSUES / REVISIONS O FOUNDATION STRAPPING REQUIREMENTS. 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 1/4" PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR SCUPPERS. DESCRIPTION DATE No. - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION LEGEND r - - - - - - - - - - - - - - - - - - - - - - - ISSUED FOR BUILDING PERMIT 9/21/22 1 z r - � I 3 EXISTING WALL I I R+ a I o ROOF LEGEND DEMOLISHED WALL I _ / I ROOFING VALLEY I - - - - -� I - -r - - �- - - - - CL Q - N - NEW WALL - - - - - - - - : 10, - - - - - N I \ \ W I � � z N I T r � N � I N I \ \ � / � I BLIND VALLEY FLASHING V-0"/V-0" o EDGE OF ROOFING ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND ! ® DOOR TA4 / SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO - / Q THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO O - _ _-_ MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE f \\\ I // , I T �\ \ / / / r I I - LINE OF WALL BELOW LAW COPYRIGHT R OTHER RESERVED RIGHTOJECT[ NOT TO BE CONSTRUED AS S IN DEROGATION OF THE ARCHITECTS COMMON W 511/2" \\` I / WINDOW TAG I p \ \ / / I f ICE&WATER BARRIER Q N I 23 - 1" 5 1/2" N \ \ / / - _ New Construction { I FOUNDATION LEGEND I °' O { \ \\ // / I Stack Residence x - EXISTING WALL N O SD SMOKE DETECTOR # Detached Garage N -C\I \\ '/ i \ SECTION TA4 ` ` N N CO CARBON MONOXIDE SHT. r L `\ - DETECTOR 765o Nassau Point Road O DEMOLISHED WALL I `\ O / \ ❑ - - - / \ / N ROOF NOTES: Cutchogue, NY 11935 N , 1T111 I # o NEW WALL i I \ SECTION TA4 \ 1. ICE AND WATER BARRIER SHALL BE INSTALLED IN O / i \\ I % / `\ \ I EACH VALLEY 24"FROM VALLEY LINE,AND EXTEND Nx I \ N O / \ \ \ \ FROM A POINT 24"INSIDE THE BUILDING ENVELOPE TO M / I co KEYNOTE I T- / \ \ - I THE EDGE OF ROOF OVERHANG. 1 I _ \ O 2. BLIND VALLEY FLASHING SHALL BE INSTALLED AT BUT T ! / / \ \ r NOT BE LIMITED TO ALL VALLEYS,DORMERS,AND # DOOR TA4 - I tV / \ CRICKETS. c R\� A D 5 I N I I �_ 'SIMPSON'HDU-5 5 I / / \ \ \ \ w 3. CONTRACTOR SHALL CONSTRUCT CRICKETS OF NOT ARCHITECTURAL HOLD DOWN / \ W LESS THAN 2/4"TO 1'PITCH WHEN WATER DAMMING IS D E S I G N, P L L C A-203 I DN I / / I I \ \ \ \ I I POSSIBLE.CONTRACTOR SHALL CONFIRM ALL # I - - I / / I \ \ PLACEMENT WITH ARCHITECT PRIOR TO CONSTRUCTION. BLUE POINT NY 11 1 BARDARH.COM SECTION TAG I \ \ \ I PO BOX 90, , 7 5 SHT. I I 1' 0"/1'-0" TEL:(631)56o-7908 wbarba@bardarch.com i I I I � - \ I •# KEYNOTE _-- -_ �\\� UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS - J DOCUMENT IS A VIOLATION OF NEW YORK STATE I O LAW. 'SIfi1PSON'HDU-5 N I r I H(7LD DOWN ------ - _ --------"_' r T ( I I JOB No. I r r o 6"/V-0" I I „ I I I 2133 - ------- 9' 5 1/2" ^" �r t .a _ a �- SWEEP r, D P r II6 M i--------- T � DATE �.•`" �,t,A J. _ - - - - - - 05/27/22 LO I �� I I DRAWN BY L - - N - - - - - - - - - - - - - - - - BB co \ z SCALE AS NOTEDLIJ r` 0 T-71/4" 2'-91/2" T-71/4" J DRAWING TITLE DWG No. 6'-0" C0 24'-0" O DETACHED A-10 z 4 - o GARAGE 3 Second Floor Plan Roof Plan '-0" ° 1/4" = 1z I i 5 6 A-203 KEYED NOTES: A-203 I FOR PERMIT RIDGE RIDGE SECTION KEY ELEVATION KEY 22' 0�- � 2 2 NOTE 4 NOTE TEXT NOTE sk NOTE TEXT -0 CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON VALLEYS AND CRICKETS. T METAL LATHE WITH IX WRAL DECORATIVE HALF 47C,TO PROVIDE 4ALVANIZED STRAPPING MF4T>BY TIMBERS. 2 'SIMPSON,STRONG TIE,Typ.(REFER TO SHT.4;N-2 FOR 130RAL SHAKER PANEL WALL PAINTED TO MATCH MORE INFORMATION) WINDOW'ANTIQUE BRONZE. SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO 60RAL_CLAP BOARD PI 1 EXPOSURE.COLOR: FRAMIN6 MEMBERS AND NO MORE THAN 8' &'O.C. CREME-TBD 41'P.r,.SLAB W1 6X6 1-0/3-0 WWM OVER 60 MIL.VAPOR MARVIN ELEVATE WINDOWS.COLOR:ANTIQUE BRONZE. 4 4 BARRIER ON 6"COMPACTED RCA.(PITCH TOWARDS REFER TO A-603.FOP,SIZES AND FUNCTION. �30--- --- '�3 CONCEALED FLASHINC AT ALL ROOF/WALL TRANSITIONI r ,r . S, I_ - . VALLEYS AND CPICVZTS. 5 CONTINUOUS RIC),!;E VENT,TYPICAL OF ALL RIDGES -LATELINE ASPHALT LUXURY SHW,:�L_F ROOF 4"P.C.SLAB W1 6X6 1-0/10 WWM OVER 60 M[I_VAPOR 30 YR.6AFS X L -` - — --" ! pr -"- -" - - BARRIER.ON 61,COMPACTED RCA. 6 INSTALLED PEP,MANUFACTURER RECOMMENDATIONS. L 7 CONTINUOUS Rtr>��E VENT,TYPICAL OF ALL RIDGES COLOR:FM!;LISH,,�RAY (b STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION 7 BLUE STONE PAVERS SET ON 3.11 MUD BASE. R31.1.OF THE RESIDENTIAL BUILDING CODE OF NYS 2o;zo ALL FASCIA,SOFFIT,FRIEZE,WINDOW AND POOR TRIM 518,,TYPax 6WS AT ALL WALLS AND CEILINGS OF 9 SHALL BE CONSTRUCTED USW,,�'SORAUPAWTED 2-Second Floor 2-Second Floor GARAGE,TYP. ANTIQUE BRONZE 'o L_ 1 1 - HONED BLUE STONE PA-riol5rAtRs SET ON v mur)SET 0 1 3/4� 1 Of 1 3/4" .10 OVER 4"P.a.SLAB ON 6"COMPACTED RCA.SLABS SHALL CENFRAL ELEVATION NOTES: 13E HAUNCHED,DOWELED AND EPDXIED TO FOUNDATION 1@ 12"O.C,.,TYPICAL OF ALL STONE PATIO/STAIRS. __j I. ALL REQUIREMENTS FOR ROOF COVERING SHALL 13F IN 4 COMPLIANCE WITH SECTION RqO5 OF THE RESIDENTIAL V. —n'f.!:-_� ❑❑,'I. I 13UILPINC CODE OF NYS. 2. WEATHER-RESISTANT SIDING ATTACHMENT AND I p I f2-15 MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 70.3-4. i'J' i i ( y ! J.J 3. MOISTURE VAPOR RETARDERS ARE TO OF INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION I i I!� �: p— -_ AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,IN ACCORDANCE WIT14 SECTION R-31-8{ --I.__---- - —j-I- . 4. HOUSE WRAP MATERIAL OR 6UILDIN6;FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. S. FLASHING MATERIALS ARE TO BE CORROSION 1-First Floor A-, RESISTANT AND ARE TO BE INSTALLED IN 1-First Floor gr TH R703.8,R1703.2 AND RqO5.2.9. ACCORDANCE W1 Off .0 -------- CENERAL ROOF NOTES; z 0 P 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE U 3.1.,3.3A,-3.4 AND 3.7 OF THF2015 EDITION WOOD (j) West Elevation South Elevation FRAME CONSTRUCTION MANUAL(WFCM).REFER TO 1:4 r5k_)Ii E_ 1/4" 1 1-0" 6 A�= -r-0 WINDOW LOAD/STRAPPING DES14N SHEETS WITHIN THIS V) SET OF DRAWIN(Z. z A-203 A-203 0 2. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF U AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOCETHER OR OF A SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET IS TO BE USED AND IS To EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 z INCHES(r.I.OMM)INSIDE THE EXTERIOR WALL LINE OF C) RIDGE _RIDGE OML THE BUILDING IN ACCORDANCE WITH R905.2.7.1. 3. ROOF COVERING MATERIALS 15 TO COMPLY WITH 22v Off 221 Off �Ir SECTIONS PqO.2,R4O4,R405 AND IS TO SUBMIT 0 INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE TO SE INSTALLED IN ACCORDANCE WITH R403.4 TO COMPLY WITH >ERLAYMENT IS 6 4. ASPHALT SHINGLE UN17 z R9O5.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO WITH RqO5.2 zoa COMPLY -4 AND P qO5a.5 RESPECTIVELY. 5. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M1.801 THROUGH MI-SO4 AND CHAPTER 24. 4;C,SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL I ' a E V' - -LOW FOR FIRST PLUMI731146 ELBOW AT NEXT TO At if 141414EST FLOOR.WHERE UNACHIEVABLE CONTRACTOR x SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION TO LIMIT FREEZIN61CRACK(M�7 OF ELBOWS. 4 24 4 T Q) 3 l 3 �_03 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT114" z PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR SCUPPERS. 01 if 0 z 2-Second Floor .. .......... 0 1, 1_/ \_1 2-Second Floor &-� U _ 1-01------- 1 Of - 1 3/4" 1-7- 1 3/4" 7 z 0 ! - �� { ` 2 !; QI� G�° I ISSUES REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 1 15b Il z E) 0 ----------- z 1-First Floor 1-First Floor- Off off V) --7 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RES ECTTO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO 6 MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z East Elevation -A North Elevation PROJECT IS INOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON 0 — A-203 LAW COPYRIGHT OR OTHER RESERVED RIGHTS. V) 1/411 1 1-011 1/4" V-0" 7 New Construction U RIDGE 1k, RIDGE 95_� Stack Residence 221 - Off 22 - Detached Garage Ln [41 765o Nassau Point Road ❑ Cutchogue, NY 11935 FARCHITECTURAL;I f I p I tµ f�, � I' ��)/4\1 F DESIGN, PI.LC 01 1 LOFT LOFT PO BOX qo,BLUE POINT,NY 11715 BARDARH.COM TEL:(63i)56o-79o8 wbarba@bardarch.com 2-Second Floor 2-Second Floor 101 - 1 Of - 1 3/4" 1 3/�4� Jff --- —------It UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 15 VESTIBULE, JOB No. 2133 ED VNI"M J. X, DATE -CAR GARAGE 2 08/16/22 L 2-CAR GARAGE DRAWN BY 011 BB 7 1/Z 0.1 011 Cl) ,03.9040 1-First Floor 1-First Floor CvZ7 — z SCALE 0 0 AS NOTED --l'-4" - W -Foundation 1 1---O-Foundation __0 .......... DRAWING TITLE DWG No. LL -3' - 0" U) -31 - 011 GAFAGE 0 7 z (1:�5 n'C_a) G: allreg 6 S Sectio 7— elcition @ Garage EWS -203 N 0 ELEVATIONS & 0 1/411 = V-011 -1/4" -T-011 6i SECTIONS 0 z KEYED NOTES: � ,�, � I I I I ,`.,�_- i , s w, . 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Height H.&Heigkf- Ma�4I%C6ww ,sh Fin Comw.en#y 153 CASEMENT 2'-4" 4'-SI 1/4" 8'-0" Marvin.Wind and Door, Mary iovBra- & 154 CASEMENT 2'-4" 4'-11 1/4" 8'-O" Ma NiL-Wind.ov.,and.Doors- Marviw BrowtG 155 CASEMENT 2'-4" 4'-11 1/4" 8'-O" Marvin WL-dow,and Doors Marvin.BYDwzb GENERAL NOTES: 156 CASEMENT 2'-4" 4'-11 1/4" 8'-O" Marv,-WL-.d and Doors Marv-E-Bros- & 157 CASEMENT 2'-4" 4'-1-7.1/4" 8'-0" Marv-._wLnd~w-a-&Doors Marvin.Bronx& 1. ALL EXTERIOR UNITS ARE NON-IMPACT.WINDOW 1.58 CASEMENT 1'-7" 3'-13.1/2" 9'-8" Marvin.Windows and Doors- Marvin.Browz& PROTECTION SHALL BE PROVIDED BY Cr,AND INCLUDE 1-60 CASEMENT 1'-7" 3'_11 1/2" 4'-8" Marvin.Windows•and Doors Mary_Br--zr, BUT NOT BE LIMITED TO PLYWOOD PANELS AND/OR 233 CASEMENT 2'-4" 4'-7 1/4" 6'-8" M"r'_WLndow,and.Doors Marvi-,Browzc STORMGUARDIAN KEVLAR MESH. 2. ALL GLAZING SHALL HAVE DUAL-PANE LOW-E 234 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marvi-.WLnd v.r, d Doors Marvin.Browzo INSULATED CLASS. 235 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marvin.Wl-A and Doors- Marviw Browze, 3. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF 236 CASEMENT 2'-4" 3'-11 1/4" 6'-8" Marvt-Wwa&vr,and Doors MarvLwBr&-za THE RESIDENTIAL BUILDING CODE OF NYS FOR ALL 237 CASEMENT 2'-4" 3'-11 1/4" 6'-8" M&rv,-W ndow,&-&Doors Marvin,Srowze' HAZARDOUS AREAS(R308.4):ALL GLASS LESS THAN 238 CASEMENT 2'-4" 3'-11 114" 6'-8" MarviwW"iowyand Door, Marvin,Browz& 18"A.F.F.SHALL BE TEMPERED. 2.39 CASEMENT 2'-4" 3'-11 1/4" 6'-8" Marvin.Wi.-doH and Door, Marvi_Br&n & 240 CASEMENT 2'-4" 3'-11 1/4" 6'-8" Marvin WLndovv,and Doors- Marvin,Br&,%& WINDOW NOTES: 1241 CASEMENT 2'-4" 3'-11.1/4" 6'-8" M&rviwWi,ndow,and Door, Marvin.BrowzL 242 CASEMENT 2'- 4" 3'-11.1/4" 1,-8" Marviw W"i&m"and Doors' Marvi-Brovvz.e, 1. NEW WINDOWS SHALL BE SUPPLIED BY MARVIN WITH 243 CASEMENT 2'-4" 2'-7 1/4" 7'-6" Marvin.WL-dow,and Door, Mary n Browz� BRONZE EXTERIOR FINISH. ?" FOR OPERABLE ANDERSEN WINDOWS:ALL UNITS SHALL RECEIVE INSECT SCREENS. EXTERIOR DOOR SCHEDULE EXTERIOR DOOR NOTES: Uni!ik Heigh{ W d#{ Fu-t{iow Mawufacfurer Fn+hlti y 1. NEW EXTERIOR DOORS SHALL BE SUPPLIED BY MARVIN Opeva#iow WITH BRONZE FINISH,U.O.N. 2. ALL EXTERIOR DOORS SHALL BE 2 1/4"THICK U.O.N. 150 SINGLE INSWING 8' -2" 3'-O" EuMw-Lor SELECT DOOR WOOD-TBD ARCHED TOP DOOR W/TUDOR PEEP HOLE 3. EXTERIOR DOOR SCREENS SHALL HAVE INSECT 151 OVERHEAD S'-0. 9'-0" Ewferior CLOPAY OR EQUAL WOOD-TBD ARCHED TOP DOOR SCREENS U.O.N. 1.52 OVERHEAD 8' -0. 9'-0" Exferi.or CLOPAY OR EQUAL WOOD-TBD ARCHED TOP DOOR 15R SINGLE INSWING 6'-8" 3'-O" Ewferior SELECT DOOR PAINT GRADE INTERIOR DOOR NOTES; 1. INTERIOR DOORS SHALL BE SUPPLIED BY'UPSTATE', 'FONTRlC4!OR APPROVED EQUAL. INTERIOR DOOR SCHEDULE 2. DOOR LEAVES SHALL BE 1 3/4"THICK U.O.N. 3. ALL UNITS SHALL BE 3-PANEL SHAKER WITH STAIN Unit# Opun#iow Htigkt Widil- Co-.w-e-fy GRADE FINISH. ID213 SINGLE 6'-8" 2'-6" SELECT,UPSTATE OR FONTRICK Sfain.Gra e' 3/4 HR RATED DOOR W/SELF CLOSER ID114 SINGLE 6'-8" 2'-b" SELECT,UPSTATE OR FONTRICK Stain,Grad.� z 0 z 0 H U z 0 U z 0 H 0 c� w z 0 z 0 Q H z w v O C)-- z 0 P U Ln z o ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 i w a 0 a w Q z U w Q ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT THEY ARE TO BE USED ONLY W ITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON r LAW COPYRIGHT OR OTHER RESERVED RIGHTS. _V o New Construction Stack Residence w x Detached Garage U 765o Nassau Point Road Cutchogue, NY 11935 ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11'715 BARDARH.COM TEL:(631)56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 " DATE _ r;/� 05/27/22 G� � �ta rl DRAWN BY ! '- BB c - U) z SCALE AS NOTED cr 0 w DRAWING TITLE DWG No. U V) Z GARAGE A-602 ° SCHEDULES 0 w 0 z I KEYED NOTES: FOR PERMIT STRUCTURAL LEGEND 13EARIN6 WALL SHEAR WALL ® STRUCTURAL WOOD POSTS STRUCTURAL STEEL POSTS INDICATES SIZE,SPACING AND F.J. DIRECTION SPAN OF FRAMING SHT. SECTION TAG z Q z O u (2) 2x10-HDR (2)2x10-HDR -- ._ -- - ' II II z ( 2X10 R.R. I I I I I i @ 16"O.C. I I I I I I i i i�_. ___ t _(2)2x10 HDR � J O U > I I cc \ \ 2X10 R.R. �Ijl� 2X10 R.R. _ > II "' ! \ @ 16"O.C. I'I @ 16"O.C. /�/ a[ O O ((V x 1 I x I I N 'g \\\2}JO /j�/ N`J z co I r coI I mil 0 Zo \\x x I Q o Hss4X4X1/4 N @� \\� LU tj a- — _ _ W10X�_FLUSH — — — — _ _ _ _ -1 -� i \'. I �/(3) 1-3/4"x14" LVL w/(2) 1/2"SFP- RIDGE J 1 I l/ ___ ___ — ___ — — — — — — — — — \�\\ ——_ _ — — — — — — — ix Cn M,\�HSS4X4X1/4 HSS6X4X1/4 — — ;I — rr I \ �E o +9 oLL � � oICE l \ W ;o a I �I OD N E I I I I T r _ ° ISSUES REVISIONS ❑ v I I v `I, 3 I ( \��� DESCRIPTION DATE No. _j I I 2X10 R.R. \\�� ISSUED FOR BUILDING PERMIT /zi/zz i lop z - - - - -- -- - - ----- @ I 16"OC O i . w ----- w I 2X10 R.R. @ 16"O.C. 2X10 R.R. �= cn f !,-----VAULTED CEILING__ r r ': @ 16 O.C. o� II Q € N (3) 2x10 RR e , .... ( ! ----- -----" I ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND i J I "" """ j I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEN ARE TO BE USED ONLY WITH RESPECT TO j ( i THIS PROJECT AND ARE NOT R BE USED ON ANY OTHER PROJECT.SUBMISSION OR STRIBUTIONTO I — f / MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE -- T ` / PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON (3) 2x12— FLUSH \ _ LAW COPYRIGHT OR OTHER RESERVED RIGHTS. can J — — — — — — I (3) 2x12-HDR , New Construction c, 1 3/4x5 LVL R bN Stack Residence HD N 9 `'> Detached Garage cn 765o Nassau Point Road Cutchogue, NY 11935 n First Floor Structural Plan n Roof Structural Plan 1/4" = V-0" P y ARCHITECTURAL 13A DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 DATE 05/27/22 DRAWN BY BB - ,r U) T f4 z SCALE AS NOTED ' o w DRAWING TITLE DWG No. U z GARAGE S-104 ° o STRUCTURAL _ w 0 z I i i KEYED NOTES: craU TU AL NOTES- MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(TALBE 301.5) MINIMUM ROOF LIVE LODAS IN POUNDS-FOURCE PER SQUARE NAILING SCHEDULE(TABLE 3.1) WOOD FRAME CONSTRUCTION MANUAL 2015,PG.1.4q SIMPSON BEAM HANGER SCHEDULE FOR PERMIT USE LIVE LOAD FOOT OF HORIZONTAL PROJECT(TABLE R301.6) NUMBER OF BEAM TO WOOD HANGER GENERAL: MASONRY: 1. ALL STRUCTURAL WORK.SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL 1. MATERIAL:ASTM CqO,F-=1750 PSI UNINHABmABLE ATTTfCS WITHOUT STORAGE -) 1(L 0 TRIBUTARYSQUARE SOX LOADED AREA IN SQUAR JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING BOX NAILS (z)1 3/4"x 7 1/4"LVL HUGS CODE OF THE STATE OF NEW YORK,LATEST ADDITION. 2. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE ROOF SLOPE FEET FOR ANY STRUCTURAL MEMBER ; ` 2. ALL STRUCTURAL DRAIAIINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS, AND A530 q9/ASCE 5-99/TMS 402 UNINHA131TABL-E ATTTIC6 WITH LIMITED STORAGE(bg) 20 -99 LATEST REVISION. ROOF FRAMING (3)1 3/4"X 7 1/4"LVL HU60 ARCHITECTURE AND MECHANICAL DRAWINGS. 3. ALL MASONRY UNITS SHALL CONFORM TO ASTM C-9O,7.57 SOLID,GRADE N-1 WITH FM= HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 o TO 200 201.TO 600 OVER 600 (2)1 3/4"X 9 1/2"LVL U410 3. ALL DIMENSIONS SHALL SE CONTRACTOR THE:BY THE CONTRACTO THE GENERAL CONTRACTOR ].500 PSI MINIMUM. BALCONIES(EXTERIOR)AND DECKS(6) 40 FLAT OR RISE LESS THANR (3)1 3/4"X q 2/2"LVL HHUS 5.5/20 4 INCHES PE SHALL COORDINATE AND BE RESPONSIBLE FOR THE APPROVED SIZEz AND LOCATION OF ALL 4. BRICK MASONRY SHALL BE ASTM C- 16,GRADE SW,WITH TYPE,COLOR,TEXTURE,SIZE, RAFTER TO TOP PLATE TOE- AILED 3-Sd 3--tOd PER RAFTER OPENINGS THROUGH ROOF,FLOORS AND WALLS. AND SHAPE TO MATCH EXISTING IN ALL RESPECTS. FIRE ESCAPES 40 FOOT(1:3) 20 16 12 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-Sd 3--god PER JOIST ( 1 3/4"X 4 1//"LVL HHUS .z5/10 4. ALL SECTIONS ONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOP,THE SAME, 5. MORTAR SHALL BE PORTLAND CEMENT TYPE W OR'S',ASTM C-270.MORTAR JOINT STYLE, GUARDS AND HANDRAILS(X) WO(W) RISE 4 INCHES PER FOOT(1:3)TO LESS CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 5-16d 5-16d EACH LAP (2))1 3/4"X 11 7/8"LVL HHUS 410 AND SIMILAR CONDITIONS,UNLESS OTHERWISE SPECIFICALLY NOTED. TEXTURE SIZE AND COLOR SHALL MATCH EXISTING BRICK MASONRY THAN 1.2 INCHES PER FOOT(1:1) 16 14 12 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 5-16d 5-J." EACH (3 LAP 3)1 3/4"X 11 7/8"LVL HHUS 5.5/12 5. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY 6. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USE COLLAR TIE TO RAFTER(FACE-NAILED) 2-10d 2-lOd PER TIE USED COLLAR IN-FIULL COMPONENTS(� 50 RBRACING AND SHORING REQUIRED TO MAINTAIN STABILITY OF THE STRUCTURE DURING IN MORTAR OR GROUT IN WHICH REINFORCEMENT,METAL TIES,OR ANCHORS ARE PASSENGER VEHICLE GARAGES(a) 50(0� RISE 12 INCHES PER FOOT(1-:1)AND (4)1 3/4"X 11 7/8"LVL HGUS 7.25/10 CONSTRUCTION. EMBEDDED. ROOMS OTHER THAN SLEEPING ROOMS 40 GREATER 12 12 12 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-ZOd EACH END (z)1 3/4"X 14"LVL HHUS 410 7. METAL TIES AND ANCHORS SHALL BE OF CORROSION-RESISTANT METAL OR SHALL BE FOUNDATIONS: COATED WITH CORROSION RESISTANT METAL. SLEEPING ROOMS 30 RIM BOARD TO RAFTER(END-NAILED) 2-26d 3-16d EACH END 3 1 3/4"X 14"LVL HGUS 5.50/14 1. ALL FOOTINGS SHALL Rf-ST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY OF 2.0 S. CONTRACTOR SHALL PROVIDE AND ACCEPT FULL AND SOLE RESPONSIBILITY FOR ALL STAIRS 40(0 WALL FRAMING (4)1 3/4"x 24"LVL HGUS 7.25/14 TONS PER SQUARE FOO'"CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION TEMPORARY BRACING AND SHORING OF MASONRY. A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING /DOO A , - is TO BEGIN SO THAT SOIL BEARING CAPACITY CAN BE VERIFIED AND FOOTING ELEVATIONS q. ALL MASONRY WORK SHALL CONSIST OF MASONRY UNITS OF CONCRETE BLOCK ERECTED POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. ALLABLE DEFLECTION OF STRCUTURAL MEMBERS(TABLE R301.7) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(1) 2-16d(1) PER FOOT (2)1 3/4"X 26"LVL HGUS 412 ADJUSTED IF REQUIRED. PLUMB AND TRUE WITH NEATLY TOOLED JOINTS 2. 6• UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR STRUCTURAL MEMBER ALLOWABLE DEFLECTION TOP PLATES AT INETERSECTtONS(PAGE-NAILED) 4-4-1."d 5-16d JOINTS -EACH SIDE (3)1 3/4"X 16"LVL HGUS 7.25/ZO 6ACKFILL WITH APPROVED MATERIAL,BAGKFILLING UNDER THE SLAB AND AROUND PIERS 10. ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH GALV.WALL REINFORCING. ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE INLIFfS,NOT TO EXCEED 6". REINFORCING TO BE HEAVY-DUTY DUR-O-WALL D/A 3600 LADUR-EYE WITH PINTEL HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR RAFTERS HAVING SLOPEAS GREATER THAN 3:12 STUD TO STUD(FACE NAIL d Sbd .G. ED) 2-16 2- 24"O COMPACTION SHALL BE 957 OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT CONNECTORS@ 1 PER 1.77 S.F.OF WALL,ASTM NB-153,1.5 OZ./S.F.HOT DIPPED WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WI H WEB �1SO 4 1 3 4"X LVL GUS 7.25/14 TH FINISHED CEILING NOT ATTACHED TO RAFTERS BEAM TO STEEEE L BEAM HANGER CONFt4URATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.G.ALONG EDGES 3. EXCAVATION SHALL BE PROTECTED FROM FROSTtN COLD WEATHER GALVANIZED,2"LESS IN WIDTH THAN THE OVERALL WALL,PLACED 1.6"ON CENTER 42 INCHES IN HEIGHT 6Y 24 INCHES IN WIDTH,OR GREATER,WITHIN THE INTERIOR WALLS AND PARTITIONS H/1S0 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3-16d 2-40d PER STUD (2)1 3/4"X 7 1A4"LVL WPU 3.56/7.25 4. REMOVE ALL WATER FRAM EXCAVATION PRIOR TO CONCRETE PLACEMENT. VERTICALLY.ADDITIONAL REINFORCEMENT SHALL BE PLACED IN THE FIRST TWO MORTAR 5. CONTRACTOR SHALL NOT SACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST LEVEL JOINTS ABOVE LINTELS AND BELOW OPENINGS AND SHALL EXTEND AT LEAST 24"PAST THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT'S. FLOORS 1-/360 BOTTOM PLATE TO FLOOR JOIST,BANDJOISf,ENDJOIST (3)1 3/4"X 7 1/4"LVL WPU 5.50/7.25 FRAMING IS SECURED IN PLACE. OPENINGS.REINFORCEMENT SHALL NOT PASS THROUGH THE REQUIRED BLOCK CONTROL C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY CELfNGS WITH BRITTLE FINISHES(INC.PLASTER&STUCCO) L/360 OR BLOCKING(FACE-NAILED) /-ibd(1,2) PER FOOT (2)1 3/4"X 9 1/2"LVL GLTV 3.59 6. ALL REBAR SHALL BE ASTM A-615 CRAPE 60. JOINTS. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING a) 1-1. CONTROL JOINTS ARE TO BE INSTALLED AS SHOWN IN S-202 AND THE ARCHITECTURAL CEILINGS WITH FLEXIBLE FINISHES(INC,.GYPSUM FLOOR FRAMING ( YPSUM BOARD) LA240 (4)1 3/4"X 1//"LVL GLIV 49.5-2 )1-3/4"X 9 1/2"LVL 4LTV.559 DRAWINGS. OVER AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE ALL OTHER STRUCTURAL MEMBERS L/240 1. MATERIAL:Pcr=3000 P:>I AT 29 DAYS,3500 PSF FOR PORCHES,CARPORTS&GARAGE 12. REINFORCING REBAR SHALL BE ASTM 615 GRADE 60, GREATEE R STRESSES. 2 1 C� D. A SINGLEWALLS CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT EXTERIOR WAL -WIND LOADS( WITH PLASTER OR JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-Sd 4-lOd PER JOIST (2)1 3/4"X 11 7/8"LVL GLTV 3.511 SLABS. 13. GROUT SHALL CONFORM WITH ASTM 0476 WITH A MINIMUM STRENGTH OF 3,000 AT 29 H1360 • ALONG THE TOP. STUCCO FINISH BRIDGING TO JOIST(TOE-NAILED) 2-Sd 2-10d EACH END (3)1 3/4"X 11 7/8"LVL HGLTv 5.511 MAX SLUMP: 4 INCHES DAYS.. • MAX WATER-CEMENTiTIOUS RATIO=OAO FOR CORROSIVE PROTECTION OF STEEL 1 R 4. FILL TOP COURSE OF MASONRY SOLID WITH MORTAR. E. SEE SECTION R507.1 FOR DECKS ATTACHED EXTERIOR WALLS. F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), EXTERIOR WALLS-WIND LOADS(a�WITH OTHER BRITTLE BLOCKING TO JOIST(TOE-NAILED) 2-Sd 2-S0d EACH END (4)1 3/4"X 11 7/8"LVL H4LTv 411.88-2 • AIR ENTRAINMENT: 7%+/-I.OR 1.5%AT POINT OF PLACEMENT BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A FINISHES H/240 BLOCKING TO SILL OR TOP PLATE(TOE-NA(LED) 3-16d 4-l" EACH BLOCK (2)1 3/4"X 14"LVL GLTV 3.514 2. CONCRETE: LUMBER: • PORTLAND CEMENT:ASTM C150 TYPE 1 1. MATERIAL: POU4LAS FIR LARCH NO.2 HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS U AN AREA LEDGER STRIP TO BEAM(FACE-NAILED) 3- EQUAL TO I.SQUARE FOOT THIS LOAD NEED NOT BE ASSUMED TO ACT EXTERIOR WALLS-WIND LOADS(a)WITH FLEXIBLE FINISHES L/120(d) 16d 4-16d EACH JOIST (3)1 3/4"X 14"LVL HGLT'V 5.514 • NORMAL WEI,,�HT AGGREGATE:ASTM C 33,UNIFORMLY GRADED:SEVERE R.=825 PSI WEATHERING REGION,BUT NOT LESS THAN 3/8".NORMAL MAX.AGGREGATE SIZE F--= 95 PSI CONCURRENTLY WITH ANY OTHER LIVE L LINTELS SUPPORTING MASONRY VENEER WALLS(e-)LOAD REQUIREMENT. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3- 0d PER JOIST L/600 2 (4)1-3/4"X 14"LVL H4LTV 414-2 4. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE BAND JOIST TO JOIST(END-NAILED) 3- 4-16d PER JOIST (2).1 3/4"X 16"LVL GLTV 3.516 1/2„ Fe,PERP= PSI CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER, A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND WATER:POTABLE AND COMPLYING WITH ASTM C 94 e.=1,600,000 PSI OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Sbd(1) 3-16d PER FOOT (3)1 3/4"X 16"LVL H4LTV 5.516 3. ADMIXTURES: z. LAMMATED VENEER LUMBER(LVL) CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). • AIR ENTRAINMENT:IN ACCORDANCE WITH AG 301-17 TABLE 4.2.2.4-7%FOR Ftr=2,gOO PSI CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE SEVERE EXPOSURE Fv-=290 PSI 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WfTNIN THE B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE ROOF SHEATHING (4)1 3/4"X 26"LVL H4LTV 416-2 PLANE OF THE TRUSSES. CANTILEVER JOIST/RAFTER TO WOOD HANGER Z CORROSION-INHf6f71NG ADMIXTURE:COMMERCIALLY FORMULATED,ANODIC F�PERP=650 PSI C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS WOOD STRUCTURAL PANELS Sd 10d b"EDGE/6"FIELD TJI 230 q 1/2" IUS 2.37/q.5 INHIBITOR OR,MixED CATHODIC,AND ANOPIG INHIBITOR CAPABLE OF FORMING A E=2,000,000 PSI OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EP4E OF GLASS DIAGONAL BOARD SHEATHING PROTECTIVE BARRIER AND MINIMIZJN4 CHLORIDE REACTIONS WITH STEEL 3. LAMINATED STRUCTURAL LUMBER(LSL,POWER BEAMS) THE LIVE:LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR SANDWICH Q PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. TJI 560 I.J. 7/8" IUS 3.56/11.8 S REINFORCEMENT IN CONCRETE Fb-=2,800 PSI FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS 15,6"OR 1"X8" 2-Sd 2-10& PER SUPPORT TJI 560 14" IUS 3.56/24 . ARE MET: z 4. ROD REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A615,GRADE 60 TYPICALLY; RM 2-90 PSI GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH 1"wld'OR WIDER 3-8d 3-IOd PER SUPPORT JOIST/RAFTER TO STEEL HANGER 0 4RADE 40 FOR TIES AND STIRRUPS. FIr PERP=740 PSI 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS GLASS LITE OR L160 FOR THE ENTIRE LENGTH OF THE MEMBER,WHICHEVER 15 5. MESH REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A195 AND A82. E=2,1 THAN INCHES WIDTH BY 30 INCHES IN LENGTH THAT IS 00,000 PSI MORE STRINGENT FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF TJf 230 q 1/2" ITS 2.37/9.5 V G 6. ALL DETAILS,WORKMANSHIP AND PROCEDURES SHALL CONFORM TO A 31.8 LATEST 4. TREATED LUMBER(P.O..) Er T CEILING SHEATHING SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL • LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS GYPSUM WALL BOARD Sal COOLERS Sd COOLERS 7"EDGE/10"FIELD TJI 560 12 7/8" MIT 411.88 ADDITION. Rt = q75 PSI THAN 30 INCHES. NOT EXCEED Ld120. 7. ALL BARS MARKED"CONT"SHALL BE LAPPED 40 BAR DIAMETERS AT SPLICES AND Fvw=1.75 PSI D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH TJI 560 14" WPI 414 Lf)z CORNERS AND SHALL BE R HOOKED OR EXTENDED 2'-0"MINIMUM. FI,PEP=565 PSI 2 THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT G 8. CONCRETE POURS 1N WALLS SHALL NOT EXCEED 60 FT IN LENGTH OR 40 Ff FROM CORNER LEE=1,600,D00 PSI REATER THAN 2 INCH 1z ES VERTICAL TO UNITS HORIZONTAL. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. ROOF SHEATHING 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS E. REFER TO SECTION R703.8.2. No HORIZONTAL CONSTRUCTION JOINTS IN WALLS ARE PERMISSIBLE. S. TIMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WOOD STRUCTURAL PANELS Sd 10d 6"EDGE/12"FIELD ❑ q. CONCRETE POURS OVER STEEL DECK SHALL NOT EXCEED IN 100 FT IN LENGTH IN EITHER 6. ALL FLUSH FRAMING TO BE SUPPORTED ON METAL HANGERS WITH SAFE LOAD CARRYING BOTTOM CHORD MEMBER DEPTH. STRUCTURAL FIBERBOARD PANELS 'FLUSH' DIRECTION. CAPACITY OF REACTIONS INDICATED ON PLANS. FLUSH 10. FILL SOLID WITH CONCRETE AROUND SLEEVES,SLOTS AND DUCT OPENINGS IN FLOORS. 7. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE THE REMAINING PORTIONS OF THE JOISTS S R TRUSS BOTTOM CHORDS 11 GA.GALL.ROOFING NAIL - z il. CURING OF CONCRETE IS TO START AS SOON AS SURFACE WILL NOT BE MARRED BY NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SHALL F NOT LESS FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE 1A/ (0.120 wi-i/2"LONG w 7/16"HEAD) 3"EDGE/6"FIELD O CEILING JOIST FINISH(NG.IT IS NOT PERMISSIBLE TO DELAY CURfN4 UNTIL THE NEXT MORNING AFTER 8. ALL TJI ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. 11 4A.GALL.ROOFING NAIL CONCRETE IS CAST. SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING AND WEB STIFFENERS AT BEARING 2-5132" - 3"EDGE/6"FIELD 12. REFER To ARCHITECTURAL PRAWINZ FOR LOCATIONS OF CONSTRUCTION/CRACK CONTROL POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL HD4 HANGERS AS BE (0.220 w2-3/4"LONG w 3/8"HEAD) \ C) JOINTS WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE JOINTS IN INTERIOR SLABS. 9. ALL TRIM JOISTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD MFOD BY'SIMPSON' W CONSTRUCTION AND CRACK CONTROL JOINTS IN THE WALLS ARE TO BE SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING,PLYWOOD GUSSET PLATES AND APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF RECESSED INTO THE CONCRETE SURFACES BY APPLYING RUSTICATION STRIPS ON WEB STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. THE RAIL,AND TO THE LOAD ON THE W-FILL COMPONENTS.THESE LOADS HARDBOARD sd ad, b"EDGE/12"FIELD z SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE THE FORMED SURFACES.WATER STOPS,KEYWAYS AND JOINT SEALERS ARE TO BE 10. PROVIDE SOLID 6RIDGIN4 AT SUPPORT AND EVERY E14HT FEET OF SPAN ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAF. PARTICLEBOARD PANELS 8d S& (SEE MANUFACTURER) UPSET z USED.ALL JOINTS ARE TO BE FILLED WITH SEALANTS IN ACCORDANCE WITH 11. ALL SPLICES IN FRAMING MEMBERS To OCCUR AT SUPPORT POINTS. Q DIAGONAL BOARD SHEATHING AG-.504R 12. FLITCH BEAMS TO BE CONSTRUCTED WITH 1/2"DIAMETER THROUGH BOLTS AT 16"O.G. Q 1"%.6"OR 1"XS" 2-Sd 2-iOd PER SUPPORT BONDING AGENT IS TO BE USED AT LOCATIONS WHERE CONCRETE IS PLACED STAGGERED.PROVIDE 1-1/2"CLEARANCE FROM TOP AND BOTTOM EDGE. cEIUN4 JOIST p� AGAINST HARDENED OR PARTIALLY HARDER CONCRETE SURFACES 13. DOUBLE JOIST UNDER ALL NON-BEARING PARTITION WALLS. 111w1o"OR WIDER 3-Sd 3-1-0d PER SUPPORT 13. FINISHING: 3.4. PROVIDE 3-1/2"w 3-1/2"PSL POSTS SUPPORT FOR ALL FLITCH,LEVEL AND GLU LAM BEAMS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE,ALTERNATE NAILING HD4 HANGERS AS • PATCH ALL TIE HOLES AND OTHER SURFACE DEFECTS. UNLESS OTHERWISE NOTED.PROVIDE SOLID BLOCKING BELOW ALL POSTS DOWN TO SCHEDULES SHALL RE USED WHERE WALL SHEATHING NAILING f5 REDUCED.FOR EXAMPLE,IF WALL SHEATHING IS NAiLED3 MF4'D BY'SIMPSON' • REPAIR SURFACE DEFECTS SUCH AS COLOR AND TEXTURE IRREGULARITIES, FOUNDATION CRACKS,SPALLS,HONEYCOMBS,ROCK POCKETS,FINS AND OTHER PROJECTIONS 1.5. PROVIDE(2)/w1O HEADERS FOR ALL OPENINGS UNLESS OTHERWISEMEMBERS SHALL NOTED. INCHES SHALLHALL B AT THE PANEL EDGE TO OBTAIN HITHER SHEAR CAPACITIES,TO MAINTAIN LOAD PATH. NAILING REQUIREMENTS FOR STRUCTURAL Z ON THE SURFACES. 1.6. PROVIDE SIMPSON 14-1-02. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED 'DROPPED' -1-0 CONNECTORS BETWEEN RAFTERS AND WALL PLATE,TYP. DOUBLED,OR ALTERNATE CONNECTORS SHALL BE USED W COVER ALL E:XPOSEP SURFACES WITH A PAR4E/STUCCO MATERIAL INSTALLED IN 17. PROVIDE SOLID BLOCKING UNDER ALL NON-BEARING WALLS ABOVE. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.COLOR AND TEXTURE 15, ERECT MPS IN TRUE ALIGNMENT TO TAKE FINISH MATERIAL TO BE REDUCED TO 1 -16P NAIL PER FOOT. FLOOR JOIST VTo BE DETERMINED BY THE OWNER 19. FRAME OUT FOR HEATING,PLUMBING AND ELECTRICAL AS REQUIRED. 0 14. TESTING: 20. ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL BE AS PER DETAILS INCLUDED Q CONTRACTOR IS TO ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO IN THESE DOCUMENTS AND THE RESIDENTIAL BUILDING CODE OF NYS(LATEST EDITION). PROVIDE SQUASH z SAMPLE AND TEST SAMPLE MATERIALS. 21. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH R502.1 N BLOCKS0 TESTING FREQUENCY:1 COMPOSITE SAMPLE FOR EACH PAY'S POUR OF EACH MATERIALS FOR LOAD BEARING STUDS,PLATES AND HEADERS TO BE IDENTIFIED IN P CONCRETE MIX EXCEEDING 5 CUBIC YARDS,BUT LESS THAN 25 CUBIC YARDS PLUS ACCORDANCE WITH R602.1. ONE SET FOR.EACH ADDITIONAL 50 CUBIC YARD OR FRACTION THEREOF. 22. ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR DROPPED GIRDER HEADER SLUMP-ASTM C-143,1 TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE STAINLESS STEEL.PESI4NATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE F- SAMPLE,BUT NOT LESS THAN 1 TEST FOR EACH DAY'S POUR OF EACH CONCRETE BY SIMP50N UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE z MIX, NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 'FLUSH' 0 AIR CONTENT-ASTM -C-231,PRESSURE METHOD.1 TEST FOR EACH COMPOSITE 23. ALL FLOOR SHEATHING IS TO BE 23 32 INCH AG TYPE PLYWOOD,TONGUE AND GROOVE,WITH ISSUES REVISIONS SAMPLE,BUT NOT LESS THAN 1 TEST FOR EACH DAY'S POUR OF EACH CONCRETE AN APA SPAN RATING OF 48A24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE MIX. FLOOR JOISTS(6"O.G.EDGES AND 12"O•C. FIELD). � : FLOOR JOIST ❑ COMPRESSIVE TEST SPECIMENS:ASTM C-31/C-31M CAST AND LABORATORY 24. ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL CURE I.SET OF 4 STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE BE FASTENED TO THE STUDS AS PER THE NAtLIN4 SCHEDULE ON THIS SHEET. DESCRIPTION DATE No. E-' SAMPLE. 25. WALLS ARE TO BE FRAMED WITH 2JC6 INCH STUDS SPACED 16 INCHES O.G.UNLESS PROVIDE 54�As" ISSUED FOR BUILDING PERMIT 9/21/22 1 WCOMPRESSIVE STRENGTH TESTS: ASTM C-3q TEST 2 LABORATORY SPECIMEN AT INDICATED OTHERWISE. AS 7 DAYS AND 2 AT 28 DAYS. 2-6. ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE HD4 HANGERS Pr TESTS SHALL BE REPORTED TO THE EN41NEER,CONCRETE MANUFACTURER,AND SIMPSON TYPE 304 OR 316 STAINLESS STEEL. MF4'D Bv'slMPSON' 0 CONTRACTOR WITHIN 48 HOURS OF TESTING. 27. ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ..7 • STRENGTH OF CONCRETE WILL BE CONSIDERED SATISFACTORY IF EVERY AVERAGE W TYPICAL HEADER/BEAM DETAIL OF ANY THREE CONSECUTIVE TESTS EQUALS OR EXCEEDS SPECIFIED STRENGTH MOISTURE PROTECTION: Q AND NO TEST VALUES FALL BELOW THE SPECIFIED VALUE BY MORE THAN 50O 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO NOT TO SCALE z PSI. WITHIN 12"OF GRADE WITH THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS U 25. PROVIDE 60 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. MASTIC,SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. NOTE:TYPICAL DETAILS ARE TO SHOW INTENT V) 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ONLY.JOIST TYPE AND SIZE MAY VARY.VERIFY W Q STRUCTURAL STEEL ASPHALT INTEGRALLY BONDED TO POLYETHYLENE SHEET SiTUTHENE AS MANUFACTURED CONDITION PER DRAWINGS. 1. MATERIAL:ASTM A36 FOR STRUCTURAL STEEL ASTM A500,GRADE B(Fy=46 KSI)FOR BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO COMPLY WITH ❑ STRUCTURAL TUBE. MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS 2. WORKMANSHIP:AISC'"SPECIFICATIONS FOR DESIGN,FABRICATION,AND ERECTION OR ARE REQUIRED DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE n TYPICAL HEADER DETAIL THIS PROJECT AND ARE (CATIONS AND COPIES ANY PROJECT.BY THEARCHITECT ION R DISTRIBUTION SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. SATISFACTORY PERFORMANCE OF THE WORK. 1 �� - �_O�I FICI REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES EJ CONNECTION WITH THE U 3. SQUARE,RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED LN ACCORDANCE WITH PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. U] 4. SHOP AND FIELD CONNECTIONS SHALL BE WELDED USING E70XK SERIES ELECTRODES OR SECTION R32-4. W BOLTED WITH 3/4"DIAMETER,A-325 FRICTION BOLTS. 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS, Q U 5. BEAM CONNECTIONS SHALL BE GENERALLY IN ACCORDANCE WITH AISC MANUAL AND GRAVEL STOPS INCLUDING ALL INTERSECTIONS OF ROOFS WITH VERTICAL OR SLOPING New Construction 6. COLUMNS SHALL BE PLUMBED AND BRACED WITH TEMPORARY BRACES UNTIL LATERAL SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHERROOF PENETRATIONS.MATERIALS BRACING MEMBERS ARE IN PLACE. FOR BASE AND GAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING Stack Residence 7. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 12"BOLTS OR UNLESS AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE W OTHERWISE SHOWN ON THE PLANS. APPROVED.BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF x Detached Garage U s. 1/2"WEB STIFFENERS ARE TO BE INSTALLED ATALL POINT LOAD REARING POINT'S AND JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY, OVER ALL COLUMN SUPPORTS. AND ROOFING TRADES. q. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS.DOUBLE INSULATED,SELF-FLASHING WITH Cutch gue, Point Road ❑ AWS AND AISC STANDARDS AND USEING E70XX ELECTRODES. INTEGRAL CURBS.UNITS TO BE ALIGNED WITH SLOPING ROOF FRAMING. ClltChOgue, NY 11935 10. PROVIDE STEEL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY STRUCTURAL ENGINEER 6. CAUI.K.AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS PRIOR TO STEEL FABRICATIONS. REQUfREP TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT 12. PROVIDE LOOSE LINTEI-S AS LISTED BELOW FOR OPENINGS IN MASONRY WALLS UNLESS ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. OTHERWISE SHOWN ON DRAWINGS: A. OPENINGS U,VDER 4'-0":L4w3-1/2w5/16 PILES: $A S. OPENINGS 4'-D"TO 6'-0":L5xw3-1/2w5/16 1. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY G. PROVIDE ONE ANGLE FOR EACH 4"WIDTH OF WALL:LENGTH=M.O.+16" DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 12. ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. CONSTRUCTION. 1.3. STEEL 15 TO BE PRIME COATED. 2. SO INCH DIAMETER WA TREATED PILES.NOTCH PILES TO CREATE SHELF FOR WALES.PILES C H I T E C T U R A L 1.4. ALL STEEL LOCATED ON THE EXTERIOR TO BE GALVANIZED OR STAINLESS STEEL. ARE NOT TO BE NOTCHED MORE THAN 507.OF GROSS SECTION.DOUBLE BOLT EACH PILE DESIGN, LL 1.5. UNLESS INDICATED 0-n4ERWISE,ALL INTERIOR COLUMNS ARE TO BE BOLTED TO STEEL WITH 3/4 INCH HOT DIPPED GALVANIZED ASTM 307 BOLTS,NUTS AND WASHERS. GIRDERS WITH 12"BOLTS AND ALL PERIMETER COLUMNS AND BEAMS ARE TO BE WELDED. 3. ALL PILES ARE TO HAVE A MINIMUM 6EARIN6 CAPACITY OF 20 TONS UNLESS OTHERWISE 16. STEEL FABRICATOR TO PROVIDE q/16"DIAMETER HOLES SPACED AT 16"O.G.STAGGERED AS NOTED ON THE PLANS.THE PILE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM NECESSARY TO ENABL_STEEL TO BE SECURED TO WOOD PLATES TO THE TOP AND BOTTOM OF THE PILE INSTALLATION L04 INDICATING PILE LENGTH AND BEARING CAPACITY. TEL:(631) 560-7908 wbarba@bardarch.com FLANGES AND PACKING TO THE WE6 AS NECESSARY. 4. PILE DEPTH MUST BE A MINIMUM OF 1.0 FEET BELOW MEAN SEA LEVEL, 1.7. ALL CONTINUOUS COLUMNS TO BE LATERALLY SUPPORTED AT INTERMEDIATE FLOORS. 5. PILES ARE TO BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS 1&. SHOP PRAWIN4S FOR ALL STEEL CONNECTIONS TO 13E PROVIDED TO THE ARCHITECT AND PRAWIN4. APPROVED PRIOR TO FABRICATION. 6. ALL WALES,TIE BEAMS,AND BRACES ARE TO BE CCA TREATED NO.2 YELLOW SOUTHERN UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS PINE. DOCUMENT IS A VIOLATION OF NEW YORK STATE STEEL JOISTS: 7. ALL FLOOR JOISTS ARE TO BE SECURED TO ALL GIRDERS WITH SIMPSON HURRICANE TIES AS 1. ALL STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS K- SHOWN ON THE DETAILS. SERIES,ADOPTED BY THE STEEL JOIST INSTITUTE OF STEEL CONSTRUCTION,INC.AND 8. TREAT ALL DRILL HOLES AND END GRAINS IN THE ENDS OF KNEE BRACES THAT EXTEND JOB RE CT COMMENDED CODE OF STANDARD PRACTICE. BELOW GRADE WITH WOOD PRESERVATIVE. 2. JOISTS SHALL CARRY DESIGNATED LOAPS AS INDICATED ON PLANS AND CORRESPOND TO O 2133 LOAD BEARING CAPAC'ATY IN ACCORDANCE WITH STANDARD LOAD TABLE BASED ON POOL PILES: ,ra�a--•Q.. MAXIMUM ALLOWABLE'TENSILE STRESS OF 30 KS/. 1. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY n 3. ALL JOISTS SHALL BE IVELDEP TO SUPPORTING STEEL. DISCEPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO e� R 4. 6RIDGIN4 SHALL BE OI=THE DIAGONAL TYPE IN ACCORDANCEW/STANDARD CONSTRUCTION. DATE ��� \���ph.S J. ��? fp� � SPECIFICATIONS. 2. 2O INCH DIAMETER CCA TREATED PILES. 10/04/22 3. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 20 TONS.THE PILE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY OF THE PILE INSTALLATION LOG DRAWN BY INDICATING PILE LENGTH AND BEARING CAPACITY. BB " 4. PILE DEPTH MUST BE A MINIMUM OF 10 FEET BELOW MEAN SEA LEVEL x 5. PILES ARE TO BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS DRAWING. `e .1 Z SCALE 6. ALL CONCRETE 3,500 PSI AFTER 25 DAYS MINIMUM. 7. ALL REBAR ASTM A-615 4RADE 60. AS NOTED w 0 w DRAWING TITLE DWG No. U 0 STRUCTURAL z S-ZOO 0 o NOTES w F- 0 z I I KEYED NOTES: TYPICAL JOIST TO FLUSH STEEL BEAM DETAIL TYPICAL JOIST TO FLUSH WOOD BEAM DETAIL ALLOWABLE HOLES AT TJI JOISTS TYPICAL TRIM JOIST DETAILS FOR PERMIT WOOD(TEAM IVi" round holes may be cut anywhere 4 TOP NAILS-TYPICAL THA I lin. distance from Table A Min. distance from Table B in web outside of hatched zone MINIMUM NAILCONFIGURATI01 it they are located 3" away horizontally(edge-to-edge) MIXED GRAVEL, o.a 4a \ 1, from a larger hole. SAND&LOAM o �� ® BROWN SILTY SAND sM m AD NOT cut holes in cantilever 2 m reinforcement ua nA 6" FACE NAILS / 6" LI x �I �'I Closely grouped round �� 2 x L, �� ,/ V- 6 Do not c� PALE BROWN FINE SP n No field cut minimum holes are permitted if minimum No field cut holes larger holes in (applies to all the ,group perimeter holes in than 1112"in �`�-- hales except meets requirements for hatched zone' cantilever BROWN SILTY SAND SM D1J NOT cut or hatched zone; A q knockouts knockouts) round or square hales knockouts 3z">LH"x3/4"PLYWOOD 10.0, O+ notch flange. permitted permitted 48"y,N"w3/4"PLYWOOD GLUED AND NAILED TO d p l[ GLUED AND NAILED TO BOTH FACES WITH lOd, 130TH FACES WITH 10d. NAIL 3"O.G.CENTERED JOIST STRAIGHT NAILS NAIL 3"O.G.CENTERED OVER BEARING POINT PALE BROWN FINE SP OVER BEARING POINT SAND Simpson Strong-Tie SIMPSON STRONG TIE Table A`--End Support: Minimum distance from edge of hoto to inside face at ni�arpst end Support GUSSET DETAIL THA(on I-beam) THA422 STRAP HANGER Joist Round Hose Size Square or Rectangular Note Size FACE MOUNTED GIRDER Depth — — — — — P 2" 3" 4" 6f/2" 87/s" 11" 13" 2" 3" 4" 61�t" B7/B" lla 13,r G D ATER SS.9' I1D _1°-D" 1°-6" 2'-0" 5'-0" I _1'-0" 1'-6" 2`-6" f '-6" � WATER IN PALE q 0_ _� r I ..__C _s # +y SP LID 1'-D" I'-6" 2'-6" 5'- a�...__-___- 2' " L' 6" .! '- " BROWN FINE SAND i _ STUD NOTCHING AND BORING LIMITS 2-0 __._.-..,._..,-._..... I r t r Y r I x t o s>h° 23D 1'-�" 21-a" 2' 6° I I 0 3 -a -a TEST _f __. i .�.0 FLOOR AT LOAD BEARING WALL DETAIL ST HOLE D TA 61: 360 1'-6x i 21-nn .j -aw 61-0 w j € U- I `6 �rL k T-6 � �-fSITE INFORMATION ABOVE REFERENCES 560 F-6" �.__2'-6" � Tf � f"-0- 1 I t 2440 i X-0" I 41-a" ! 61�" MGDONADLDIGEOSG/ENGE'ONS ON 16,2.Dz2 BY Notch 1' n 1 n 1 r t a � 1 a � t r ° n t n I 1 n r p depth s 114d d 110 1-0 10 _�_1 -6 2-6 5-�6_ a I 1 -0 1 -6 2-0 4-6 6-G - - - -(} -a _ -G 5_� i-0a (HIGNEST EXPECTED GROUNDWATER @ G f5 D r 6 i 2 [) z-16d DIRECT G TOP ELEVATION 0.4� U V 7 a A.P.A.RATED SUBFLOOR, Hole edge 21D Pl' 0a�s 1' G° �'-a" 3'-D° G-0 1 1 D 1 -G 2-6 5-a distance>5f8" � ( I NAILED AND GLUED 1/B 36D 1' fi „,_... , ° r r / nn I' 6a 2t`Cn �1-6N j t)1+6w n EACH SIDE Outer my of r� U _.. ......... ...........tLII Z S�f3n Only 1 f -, 1-16d DIRECT EACH SIDE Noce diameter 1 ° 6 N {..._�.+ w. w� _..,._.«u � p ...+. 7._.._..,.Y :. .-_-...__..........,1 3 HN 1 w 1 w � 1 N � � " I/ '__...__.;....11 tl 1 " 1 N � ��l"-�q c 2/5d - _ - _ i __�___.i_ �.. Nf._� ___, _.._._ __ _ THA4z - 3 Q Single Stud Hale diameter 56D lr 6rt 2�6" �_ 3�- :_.,_._5-6e $.__�a._._. ___ -2-6 - ` 3-6 4`-6w 7'-D" 8r-U" i SIMPSONz r n t n t " ° a r 1 4 4 " a 1 n � ¢I Stud N Double ! STRAP HANGER 3/5do.a z Double Stud 110 1-0 I 1-a 1-0 i'-6a 3'-0" i 5'-6" ; _.__._.._._ 1'-0" 1`-0" 1'-6" 3'-6' 6'-0" 8`-0" DARK BROWN LOAM OM r 1, 1 e r a t o t N t o r n t n ; 1 w r " t o r a Y So 210 I -a ! 1-0 1 -e 2-Q 3-6 6-a l -a 1 -0 z=a 4'-0' 6-6 s-6 Piste .... ___..___.... A ry+��y 1 N 11 w 4 yt a ♦Y PN 4'-0" 1 H i flp 1 1/ t .N., .._I-..�. ;.._..".._.i..,. ..,_...�._.. ..,'....tl -. Q 14" 23D I -a S I -� i d D J -U �{ -a -V 1 -a I a 2-� �_-D_ _�.-a._ ..�_-a 4X NAILERBROWN SILTY SAND sM Holeedge _...,_,..... !..__......__._._....; _._ _._...,... _.._,. _...._ _, «- _. ...._ __ __. .... . _. .,_ distance SIBr+ 36i1 I'•0" 1"-D° j I'-6° '_3'-f" ;'.6" 8,_DIr E IY_0i1 l�i6H_ .i.,.T-6aw,'_ 6*-ON R,�O" 0'-6" �L:�-B-- 3.0 0 560 I'-0" 1'-0" « 2'-0" i 4'-6" 6'-6" !�9'-D" _1'-6" 3'-0" 4'-0" 71-0" 9`-0" 10'-0" 110 1'-0' 1'-D" I I'-0" I F-0" T-0" 1 3'-Da 5'-0" It ; 1'-0" ; 1'-0" T-0" 5'-6" T-fi" 10'-0" STEEL BEAM _� E BROWN FINE P _.._......._..-..____�.._._... _.._._.«__..._.... _..._._.__._..___. ______.,. PAL 210 I'-0" ; I'-0a 1'-0" I'-0" 2' Go T-6a G'-0" I'-0" 1'-0" 1' 0" 3'-0" 6'-6u 8°-00 III-Do SAND ,._ s r Y r ' ...x. .'..,. 11 i- r t 11 , /1 y r I .. ., -.. :. ... ...:.,.- .. ,I... 1 -0 1 .1 _ ..r._ .._.j_,. mN z " " " " -1- r _ 1 n 0 10'-0" Ili-Da CANTILEVERED FLOOR TRIM JOIST GUSSET DETAIL 16 230 ] -a 1 0 -a o -a 1 -a n -6 7'-D" -D 1] 36D 1'-D" 1'-0" I'—a° 1- # r n 1 w . " O ! 1-6 ✓M 6-6 -. „ 9-0 _ - l .0 _I-D ( 1-6_ ..._ 5-0.. - _ -£ 4.0' Sm TYPICAL SILL PLATE ANCHORAGE TO FOUNDATION WALL 560 1'-{�" _ 1'-0" I'-0" } 2'-6" T-0" T-6" 10'-Da 1'-a' 2'-08 T4" I 6'-6" 10'-0" _-11'f 12'-D" BROWN SILTY SAND E~ O PALE BROWN FINE C7 z Table B----Intermediate or Cantilever Support: 61inimurn distance from edge of hole to inside face of dearest intermediate or cantilever support _70 SAND 5 GROUND WATER 12.8' z Wall Stud Joist , Round Hole Size Square or Rectangular Note Size TRIM JOIST TO FLUSH STEEL BEAM Q Anchor Bolts and Depth 711• 2w 3" q" 6'h" t#le° 11 13" 21t 3/1 4" 6'/i" $�/B° 11" 13't Washers as required p r " " ! . __..�__ ._ " " Bottom Plate ry ry 7 L t ry r S111 Plate 11 D 2'D 7 -6 3-6 7'-6" I'`6" 2-5 3-6 6 6 WATER IN PALE Anchor Bolt _�.r� _ _•.__ _ _._._._...�.__.____._ BROWN FINE SAND SP 21 D 2`-0"_-�2'-6" 3'-6" , $'_4" T-F T-0" 4'-0' ii 7'-6" (see 3.2.1.7) -__ 1 _._ I� Li Floor Joist 91/i° 230 A2'-6a T-0" 4'-0" 8'-6" 1 l 2'-D° T-6" 4'-6" 7'-6_" • -.'^ ! a t n t^-a _Y. p1-a '�..•� .-^.I•.___�, i a 1 n ! n 1 w.._._ ._.._...._.___. .._......... ....__a.___._..... _. �P� z 360 3-0 4'-0" 5-.'G_.. 9' 0 3-D_.._.... � '`. 8-0. W e °' 56D 3-�i ,,-a G -0 1a-0 { 4_{} a-6 6 TEST HOLE DATA B2: t 11 D 1"o".._ 1-on i 11'6" A' 0" 1 8'-6" i r a I N x BEAM 1 -{�" 1 ^6 2 `6 f as �-� I 2-16d DIRECT EACH SIDE INFORMATION ABOVE REFERENCES - 21 D _l'-0" _ 1'-a" 2'-a" I y' 6" __ 6'-n11 i i I'-D" ��2'-0" �3'-a" ..._._L7'-a"'1 Ia'-a",.....'.__._.___._�..,_.__._.,._.,.--- SITE CONDITIONS ON DEC.16,202z BY Q _44_!!_� MGDONALD GEOSGENGE' z _ Sill Piste 1IIA" 230 1'-011 2'-0" T-6" 5'-0" Ia'-D" 11-0" T-6_" I 3'-6" 8'-6" �10'-60 (HIGHEST EXPECTED GROUNDWATER Fa datio all rf�f �jft nn ["'• (see 3.2.2.3) .. ...,__._._-.;" .. .t _R. �..., ,,.....` r,...�...,..1x.,,.. _,.�1..,,�.'...-?,..«. , U° i ELEVATfON0.4� Steel Stra I 3 0 �t_f 6-D 10-G 17. - P 360 2°-0° 3'-0" 4'-0' I T-0" 1 I -0 2-0 3-6 5-0 9-G 56D 1'_6- 3'-a" ' 4'-G" 8'-0° 1?-a 0" I a 110" 1 r : Y r r N i 1 a 1-0" N , n 1 " " ..- _,_ .. ' �� ] -4 a 2-0 ; R -6 ! 8-5 I__ ] `0 ` 1 `a 1 `a�.. 5-4" ' 0'-0' 12` Il° _._..,t- N 1- r f r i t- a i 1 n ..._------- Z ......... 0 21D 10 1 -0 l -0 2 6 i 5 -6 9'-6" ! 1"—a" 11-0" I T-D" _! 6'-D" 101-00 i 13'-0a j U " t- a t- rt ; t- n r_ n t_ n e p I,-On , a ' t- u 1- o f t a ! 14 23D it-On10 Itl 36 160 f` 106 1-0 10 2-6 Gfi I1D I3 -6 ISSUES REVISIONS �.,_. _. .A R_, ^u,__ STRONGBAGK MAY BEINSIDE I,-OFF ! 9 1 p r n a t p 1 tl 1 r 0 { 360 I -0 I 1 -0 2.-o ? 5.-G. s 8,-G 112-6 1 -0 2-a ( 4-0 9-0 12-0 14-0 OR OUTSIDE,TOP OR BOTTOM DESCRIPTION DATE No. 560 5'-�° + 10'-0" ]3"-GIB 15'-0" � OF CHASE VERTICAL,NAILED ISSUED FOR BUILDING PERMIT /21/22 1 W/2-16d NAILS 9 110 I'-0" P-0" j 1'-0" F-D" 1 2'-6' S'-0" 1 8' 6N I'-a" 1'-a" ( 1'-0" { 3- 6N 81_611 11 t_611 15'-a` 0 210 P-0" F-0" j 1'-0a 1'-0" 3'-6" 6'-0" 10'-D" P-0" r P-0- I P-D" 4'-�6J" 10'-0" 12'-6" _161-0- NAILED wi t �y^�Y--__ 2-16d NAILS ` 2-ibd DIRECT EACH a 16° 230 1'-0" i'-0" f I'-0" ? I'-G" 4'=0" i G'-G° 11'-011 1'-071 1'-a" I 1'-on 5'-011 ; 10' 6" 1 IT-6" I6`40 TOP&BOTTOM SIDE FILL BOTTOM HOLE _ i.._.. ..__.._.. ' OPTIONAL STRONGBAGK APPLICATION THEN EVERY OTHER 1 w " " t a 1 n 1 r 1 " Y r 1 n . 1 u t " " n SIMPSON STRONG TIE THA422 W 1- r t 1, 1- n -a G-G 1 a-a 13 -6 ] 0 1 -D -0 -G ]3 -0 1 -G 1 _{} 36D ] 1 -0 1 a 1 TRAP HANGER 1 26d EACH i r N ' n 1 p I , « r Ir q zX NAILED W/ SIDE TOE-NAILED INTO FACE OF z 5S0 1 -D 1 -a I •a 2 6 7-0 11 -D 15-0 1 -0 1 _{} 1 :1-6 9 -0 3+t -6 16-a" lls"�l'i" 2-16d.NAILS HEADER MEMBER W Leave V? of vreb (minimum) at top and baltom of hole. 00 NOT cut joist flanges. TOP BOTTOM Q Tables are based on uniform load tables in current design literature. STRONGBACK DETAIL TRIM JOIST TO FLUSH BEAM CONNECTION ALL❑ 3/16° For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hale may be SHALL REMAIN HE PROPERTY OF S AND ARCHPIES ITECT HEREOF ARE TO BEISHED USED ONLYBY THE WITH THRESPECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT THEY ARE TO BE USED ONLY WITH RESPECT TO z located at the center of the joist span provided that no other holes occur in the joists MEET THIS AND ARE NOT TOREIREENTSD ON OR FOROTH OTHROJEGPOSEST. ISSIONNECTIO OR WLTTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES M CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION Of THE ARCHRECTS COMMON (J" LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W1/z"WEB STIFFENER �— 1/2"WEB STIFFENER Q STEEL BEAM New Construction U 5/s"PIA BOLTS,-rYP. REFER TO 8" 1'-4" 1'-4" Stacy Residence - x STRUCTURAL PLANS U FOR BEAM SIZES _ Detached Garage - 1/4"STL PLATE N SJ _ 765o Nassau Point Road M 3/16" CM Cutchogue, NY 11935 0 O O N WALL ' e u A ON OIL NEAR EXTERIOR c� - ARCH � I DESIGN,---------- ARCHITECTURAL LLC A36 STEEL FLITCH PLATES 0'-3 3/4" (SEE PLAN FOR SIZE) PO BOX 9o,BLUE POINT,NY 11'715 BARDARH.COM 1 TYPICAL FLITCH BEAM DETAIL 4'-0" TEL:(631) 56o-'7908 wbarba@bardarch.com SPLICE(TYP.) rYP UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS 16d.@ 22"O.G.WITHIN SPACE (6)16d.NAILS 0'- 1 1/2"(STAGGERED) DOCUMENT IS A VIOLATION OF NEW YORK STATE HSS 4X4"OR HSS SX5' (EACH SIDE) � LAW. 3/16" TUB COLUMN JOB No. -`\I 2133 1 (4)1/2"PIA.BOLTS 0 ��tiED O - STEEL GALV. \P end ' i 1/2"WEB STIFFENER ' STEEL SADDLE r 0 DATE �— (4)1/2"PIA.BOLTS \ �� ✓, 10/04/22 0'-6" DRAWN BY (4)5/8"PIA.BOLTS B I,I 1/4"STL PLATE B t:pr JOINT IN LOWER TOP JOINT IN UPPER TOP � 10"PIA TIMBER PILE Z 3/16" PLATE AT STUD PLATE AT STUD ` as SCALE ; AS NOTED `'.�..,f.>P < Q ""— NOTES: 1. THE MINIMUM SPLIE IS 6-1-6d,EACH SIDE OF UPPER JOINT FOR W 2X PLATES USE MINIMUM SPLICE U.O.N. INTERIOR COLUMN z• PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS v DRAWING TITLE DWG No. ARE 12'-0"OR LESS IN LENGYH. STRUCTURAL TYPICAL STEEL COLUMN TO STEEL TYPICAL STEEL COLUMN TO TIMBER TYPICAL TOP PLATE NAILED SPLICE o S-2i01 o DETAILS n BEAM DETAILS PILE DETAIL DETAIL 1/ " = 1'-0"8 1" = 1'-0" 2 1 1/211 = 1'-011 W 0 Z I I KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0R1 RECESSED CEILING FIXTURE-4"LED 0R2 RECESSED CEILING FIXTURE-4"LED/WATERPROOF OR3 RECESSED CEILING FIXTURE-4"LED/EXTERIOR OP DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT DSc DECORATIVE SCONCE VY-4'SURFACE MOUNTED LIGHT S2 2'x2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEILING FAN C/)- SINGLE POLE SWITCH m(J)- THREE WAY SWITCH V! - FOUR WAY SWITCH Cl} LIGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE DUPLEX WITH GROUND FAULT INTERRUPTER DUPLEX WATERPROOF GFI z 3 DEDICATED GRCUIT N 220 VOLT RECEPTACLE DUPLEX RECESSED FLOOR RECEPTACLE Q H .>-�.e.,.»....,o,.,°��a,�.o... T..,y: - .�'^r•: _°--_'-�'' - SMOKE DETECTOR GFI GFI 220V ! co CARBON MONOXIDE DETECTOR Z \ _ J LtGHTiNG CIRCUIT -: ELECTRICALNOTES: 1. OUTLETS TO BE CENTERED HORIZONTALLY ON BASE SWITCHES BOARDS,TYP.;SWIHES TO BE MOUNTED 42" z _ _ _ _ _ l 5 A.F.F.,TYP. Q } j'; l 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. i \ TO BE COORDINATED IN FIELD WITH INTERIOR DEISGNER Q — — I I i € 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC PLANS,INTERIOR DRAWINGS AND REFLEGTED CEILING 1>i Z / ji£ I / PLANS;IF A DISCREPANCY OCCURS COORDINATE IN THE ( / ! FIELD WITH THE ARCHITECT. I I Z 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE Q I \ iI I I1� ' _ _ � I APPLICABLE. s ( ; S. COORDINATE CLOCATION OF THERMOSTATS W/ INTERIOR ELEVATIONS. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS,FANS,AND APPLIANCES. 7. WHERE OUTLETS ARE NOT SPEGFALLY LOCATED ON LL I THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY W I I I ALL GOVERNING CODES.LOCATE AS DETERMINED IN rs„ ` f THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE I I I'p I I REQUIRED BY CODE AND INSTALLED WITHOUT SPEGFIC I DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT OAT NO ADDITIONAL COST TO THE CLIENT. SMOKE,GABON MONOXIDE AND HIGH TEMP DETECTORS z I / \ F �XJ+ WILL BE INSTALLED BY SECURITY SUB CONTRACTOR 9. PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; INSTALL SMOKE AND HEAT DETECTORS PER CODE. J.O. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. 1� ! ISSUES / REVISIONS DESCRIPTION DATE No. � \ ; �, ISSUED FOR BUILDING PERMIT z 9/ai/az i 3 GFI 220V GFI J� \, 2 ( _ / -- To LIGHTS w UP /—DN- ;_ ABovE J / / j j i - - _ _ i BELOW � # TO SWITCH ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND TO PENDANT l ( 1 SHALL REMAIN THE PROPERTY OFTHE ARCHITECT.THEY AREJE T.USED ONLY WITH RESPECTTO $fg THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO ( ABOVE \/ (� �i W P GFI L 3 `" MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE I / / �;� 1 ---jlY•, R,*" mn "� n - tk �-ALL" — -- Y PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON I_—__�._ LAW COPYRIGHT OR OTHER RESERVED RIGHTS. _,� Sumrym.+ram e�,.-axms., i I �W P GFI k4 ------- --------- ---' . / New Construction I ---� -- :.�.. I ---- --- -- - Stack Residence Detached Garage 765o Nassau Point Road Cutchogue, NY 11935 ` �.J n First Floor Electrical Plan Second Floor Electrical Plan /4" A R1%, ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)560-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 r ,mow". DATE NCO I J. 05/27/22 DRAWN BY BB z SCALE AS NOTED �. fr 0 w DRAWING TITLE DWG No. U U) 0 GARAGE _ Q z E_104 0 ELECTRICAL w Q Z . 1 ,