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HomeMy WebLinkAbout50306-Z �O�OSIIFFU( % Town of Southold 6/8/2024 a ; P.O.Box 1179 oC� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45265 Date: 6/8/2024 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 1685 Lands End Rd, Orient SCTM#: 473889 See/Block/Lot: 15.-9-1.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2024 pursuant to which Building Permit No. 50306 dated 2/6/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"deck addition with trellis to existing single-family dwelling as applied for. The certificate is issued to Puhalovic,Daniel&Ivanka of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED (Aith(@zed Sig ture �SUFFn TOWN OF SOUTHOLD Sao ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50306 Date: 2/6/2024 Permission is hereby granted to: Puhalovic, Daniel 1685 Lands End Rd Orient, NY 11957 To: legalize "as built" deck addition with trellis to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1685 Lands End Rd, Orient SCTM # 473889 Sec/Block/Lot# 15.-9-1.21 Pursuant to application dated 1/12/2024 and approved by the Building Inspector. To expire on 8/7/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $744.00 CO-ADDITION TO DWELLING $100.00 Total: $844.00 Building Inspector So�ryo h� �O # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]"FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: W&W ci e 40 ski I S DATE INSPECTOR '6O 30(0 �aOF SOUlyO # # TOWN OF SOUTHOLD BUILDING DEPT. couMv ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lM 1 - aIG . D lG �-v �,oV22� DATE 7�' —v? INSPECTOR OE SOUIyo� # * TOWN OF SOUTHOLD.BUILDING.DEPT. poly ,o co 631-765-1802 1"NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAU KING [ ] FRAMING /STRAPPING [ vf'FINAL !��-o L< — [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]''FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: cam 6�, . Ok 4a _8 DATE - INSPECTOR AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 10,2024 Puhalovic Residence 1685 Lands End Road Orient, NY 11957 Tax Map #: 1000-15.-9-1.21 To Whom It May Concern, Based on my inspection at the above address,the existing concrete slab is 18" deep and extends across the entire deck area. Since the slab is 18"deep and a continuous raft footing, it is acceptable to remain as the structural footing for the girder post.The posts are installed using Simpson post base and are anchored into the existing raft footing. Please contact my office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP kC ry• Page 1 of 1 ��o�°Suffo�K�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JAN 1 2 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ��II'DIi��DEc_a° Owner's Authorization form(Page 2)shall be completed. 7 bit-X'C 7 f7 M71F'i;'.31,,-D Date:01/04/24 OWNER(S)OF PROPERTY: , Name:Ivanka Puhalovic SCTM #l000-15-9-1.21 Project Address: 1685 Lands End Road, Orient, NY 11957 Phone#:646-220-6202 Email:ivp99@optonline.net Mailing Address:1685 Lands End Road, Orient, NY 11957 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 _ Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_-Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ROther Legalize Existing Deck $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:R-40 Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Single Family Residence this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A.misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):AMP Architecture @Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S: COUNTY OF c Ili-. ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Men+ ntractor,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 workwill be performed in the manner set forth in the application file therewith. . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County ''// I� day of ,20 CommisslonExpires 0 7•�S' � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ), Ivanka Puhalovic residing at 1685 Lands End Road, Orient, NY 11957 do hereby authorize AMP Architecture to apply on my beh to th own of S th Id B ilding Department for approval as described herein: Owner's Signature / Date �/AG Print Owner's Name 2 1/12/24,9:44 AM 1685 Lands End Survey(2).jpg fit r,- T'r 10 ti � � _i M n'• I- J T �J40 .� fiA � �tNN, r V% ;r � r . .•'��/1.r�t�d,,/''r.}�.t�� �'Ir'K+�iL. I�•aIC:+!/'�f�' +r'rt f�+�r I�+C��+f�+,�`f '.fCwolwef. 1lor _ _ ors, F 1�• httos://maii.aooale.com/mail/u/O/#label/Submissions?Droiector=l&messaaePartld=0.3 1 2 Y �9LEJ 0 XO U`I EXIST.2 STORY, DWELLING NOT 4S-• N O- FOUNDATION PLAN NOTES PAR OF LIN'S is �u < O d O OUND 6 P05T5 FOR WD.DEOK' Y k P.T.POST UPON 12'O P.LONG.FIER UPON 5 PER DETAIL 2/A-501 E%15T. —I --- EXIST.U)2 xi0'LED6ER -�------- -� p STAIRS '' I EXIST.M. 412iO1P.TG_ONG �150NATUBEIP,OURED�/NDH2'E%IST. I � (I I � DEOK ASOJE �J DTP,-os_r. L�s',P.o5T„'ro,EEArtBN�NcivTS��, p '1}I .— �DETAIL O IF EXIST.LONG.� II• I ( \ —[ '0 `t xx BRICK F O `J -J <IST.DJ.OUT BACK AND INSTALLED W/J015T 14AN5ERS I I W, FOUNDATON M T NEW FLUSH SEAM I ( cs�nW II b X w pg O w I EXIST. 2 '�Nry 0 F STAIRS t , PROP.PJ) �INm �r IEXIST.I 2'YJO'2 ,3; Ad)OlFa � �. 5-1' S-I' T-5' T-5' Q U \ Q17Al1,557&ID" MM..RITAC 957E@D PLOP;W.2'A70'SETB�',. MW.(2)2%0'SISTBI® 1 Q / � • :ro_IX 1'.tl0'_NlBlff1l1 IDIX0'lf0'H1BISfA4 TOIXZ'AO'FIJ511 TO EX O'AO'RIBI�A4 3L /V�/ , - --- Vl 11 2 ry 2 2 $ 2 EXIST.D1 OUT BACK r}� l -`- AI15INSTALLED T \ ,�\'•j/ .GIST H LUSH B AT \ NEW FLUSH BEAM FA5TA62 �.Y EXISTRl80510'12Yb'. {D45TM625�IO:It2 F SISTER®SEAM-' 1o5I57mm BEAN - SISTB��A4+I 9 ,V. 24'-2 B. ' I O PROPOSED FOUNDATION PLAN 51-ALE. 1/4"=I'-O" I z EXIST.: STORY DW.LLINs NOT Q PART OF TH15 O FILLING D ° PROJECT: -- - E%ISL-N35 PUHALOVIC AS-BUILT DECK p �R: RG.s sTEFS m V Z I Q ry a ry 11 1685 LANDS END ROAE ORIENT,NY 11957 r y, p LEGALIZE AS-BUILT WOOD DEOK 6 ( N DRAWING TITLE: Iry O ' 490.95OPT. ^ PROPOSED FOUNDATION PLAN EXISTING FLOOR PLAN O �Z\ M50 4 0.�J•\ PAGE: EXIsr: In- --------- '-10' 2412. Q) m 4--J jjFF1 F U F il 11111111111111111111111 Mill ! o3 Q� r III I I I __rT_ NORTH ELEVATION (FRONT) 51-ALE: 1/4"=1'-0" FN Z W O U K Q C PROJECT: PUHALOVIC AS-BUILT DECK 1685 LANDS END ROAC ORIENT,NY 11957 DRAWING TITLE: EXISTING EXTERIOR ELEVATION PAGE: EM A-201■00 DATE:12/22/23 EAST ELEVATION (RIGHT SIDE) WEST ELEVATION (LEFT SIDE) >... � I SCALE. 1/4°-I'-0" `f 1 1� � 2'XB'JOISTS o 4- elb°OL. EACH JOIST NOTCHED b'OVER BEAM y.� (2) V n,2'0 HOT DIPPED (1/ M &ALV BOLTS a EA POST W OVERSIZED WASHER6 EXIST.TRELLIS JOIST AS PER PLAN �J d Elm MIT PREBOFMD INTO BEAM 4 POST 2'XIO'O EACH SIDE OF POST r l BxISTIN6 b'Xb'P.T. V PO 5 PER LOCAPLAN Q) MOD PalDJ. i EXIST.P.T.P.J.AS PER PLAN SECTION I-I/A-301 SCALE: 1/4'=1'-0' W 5/41x61 P.T. DECK BOARDS P.T.DECK JOISTS AS U NOTED ON PLANS C 5/4°x REOD HEIGHT P.T.RISER NS TO BE REMOVm AND IREPLACED DECK BOARDS AS REQUIRED FOR 5 BLOCKING o EA INSTALLATION OF b'xb'EXISTING TRELLIS `STRINGER l MATCH SIZE SONOTVBE SUPPORT POST OF P.T.DECK JOISTS PROJECT- 5FIERS .T.STO FX D DECK FRAMING AS P U HALOV I C M S INT IC INDIGA7ED ON PLANS FASTEN OGKIN6 MIN6ER TO BEAM AS INDICATED FASTErlFRS) ANS EXISTING DECKING TOBEREMOVBD AND REPLACED ASREQUIRED FOR INSTALLATIONAS-BUILT DECK OF SONOTUBE4'THK x b'WIDE x WDTH 2'xl2'P.T. STRIN ER o Ib'EXISnN6 RIM BO OF 57AIR P.LONG.PAD OL.MIN.9 STRINGERaEA STAIRWAY)2°Xb'P.T.BLOCK IN BETHEEN1685 LANDS END ROAC CAW.JOIST EA.STRINGER FASTENEDO ORIENT,NY11957 ALL DECKING SHALL BE FASTENEDER BY 51MPSON'(OR 12'0 50NOTUBE'FILLED a ' P.GONG.PAD W 19/64'z of W COATED DECKING SCREWS BT' EOUAU 0 EA JOIST SOLID W P.CONG. 9-I/2'CONCRETE SCREWS BY t- ml c O MATE'(OR EOUAU MIK 4000 P51) POUR ° 'LALIBURN'(OR ISWAIJ-MIM UP TO TRELLIS POST. (5)SCREWS PER BLOCK O'MIN. DRAWING TITLE: TRELLIS POST MST BEAR ON SONOTBE GRADE GRADE BUILDING SECTIONS 'SIMPSON'ABAbb 6RADE a I DESIGN DETAILS 0 COLUMN BASE b'xb'P.T.POST GRADE EXTERIOR WOOD STAIR DETAIL PAGE: U2°0 50NO7UBE'FILLED SOLID W P.LONG. G.0 A-301.00 MIN.aL PSD ° SCALE:3/4°=I'-O° 4 °° A-301.00 DATE:12/22/: 5 OF n EXT WOOD DECK DETAIL - BM REINP. n EXT. WOOD DECK DETAIL - TRELLIS PIER A-301.00 .,..._�:... LA-301.00 SITE PLAN HATCH KEY: (l ® PROPOSED BUILDING ADDITION ® PROP05ED ACCESSORY STRUCTURE " Lij 0 W ® PROPOSED 2ND STORY _._I 1717�\ H, A LL-D) U-u" Q C LO Oov APPRO ED AS NOTED O DA LO Z d- i . . r. 8 P#t N FEE BY: >, o U NOTIFY BUILDING DEPARTMENT AT C 631.765-1802 8AM TO 4PM FOR THE 0 O m LO FOLLOWING INSPECTIONS: O ' :;j > 1. FOUNDATION-TWO REQUIRED Q O O FOR POURED CONCRETE n l 2. ROUGH-FRAMING&PLUMBING V 3. INSULATION 4. FINAL-CONSTRUCTION MUST LANDS END ROAD - BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE _ _ _ _ _ - � � REQU{REMENTS OF THE CODES OFNEW -}-J 5 8805740" >_ - - - YORK STATE. NOT RESPONSIBLE FOR I65.0' �� • M e DESIGN OR CONSTRUCTON ERRORS U COMPLY WITH ALL CODES OF 4E NEW YORK STATE &TOW c N AS REQUIRED CODES p AND CONDITIONS k` SOUTH 1 A ONS OF O�D TOWN SOU'i HGLD TO G BOARD U PL�NNiN SOUTHOLD OVIN TRUSTEES y N,Y,S,D _ _ SO HOLD HPC -- 50' PRIMARY FRONT YARD SETBACK S D V J r- - - - _ _ - - _ - __ - I . T LOCATION MAP ELECTRICAL 1 SCALE: NT5 INISPECT!OM REQUIRED " CUPANCY C I EXIST. DECK ABOVE i i 1 � EXIST. I ,. v I DRIVEWAY � I �r' L UL � FADE <E� � dIT��©UT CER IFICATIi_ 1 i EXIST. 2 STORY 1 `JI UP ►N / DWELLING I /� 1 -QQ ,QQ PROJECT LOCATION & SCOPE LEGALIZATION OF AS-BUILT REAR WOOD DEC,< W/ TRELLIS SITE PLAN & ZONING LEGALIZE ---- --- - I 0 NG DATA All exterior li AS DECK �. 1 installed, rep]., ed r Z i - TRELLIS I tL 0 OO2 ,®� GENERAL NOTES rep�ire�i s 1a 1 info � v 1 I aL to Cl 1p .e 72- STRUCTURAL DESIGN CHARTS W m Q I oftheTovrn ode i z , FRO�1E�T DATA : A(1,{ t gal ° I z A- 10 I .00 PROPOSED FOUNDATION PLAN CC! e �� : A'A iQ lug 1 < m LLIEXISTING FIRST FLOOR PLAN 1`ipay Be R qui ed, p I PROJECT I ZON IN C-7 DATA i I I TAX MAP # 1000-IS- -1.21 ZONING P15TRICT R-40 / G Am2O I .®� EXISTING EXTERIOR ELEVATIONS i O I I Q I LOT L AREA O.ci ACRES m I CofO MAIN DWELLING Z-230g8; 07/14/a4 50' REAR Y-ARD SETBACK CofO- - - - - AGG5. SHED Z- 2344q• 01/12/a5 A-501 •00 BUILDING SECTIONS - - I -I - DESIGN DETAILS V) N 1 GofO SECOND FL. ADD I Z-31035; 07/15/05 O DECK I G I O O I V z LOT COVERAGE w F---14.0- 1 SOUTHOLD TOWN CODE ( 250 ACTT. 3 ) EXIST. SHED X I DESCRIPTION (FOOTPRINT) AREA COVERAGE a N I TOTAL LOT AREA 40,154A S.F. o p PROJECT: p 1 EXISTING MAIN DWELLING 1,772.1 S.F. 4.4% L__ _IN65057'40" W _ _ _ _ - _ _ _ _ - Ia0.0' EXI5TIN5 WD. DECK 4 TRELLIS 430.7 S.F. 1.1% P U HALOV I C EXISTING SHED 50.0 S.F. 0.1% AS-BUILT DECK TOTAL AREA OF ALL STRUCTURES 2252.5 S.F. 5.6% MAXIMUM LOT COVERAGE ALLOWED: 20% IMPERVIOUS SURFACES < 8" FROM GRADE 1685 LANDS END ROAD EXISTING 7RIVEWAY 3466.5 S.F. 8.695 ORIENT, NY 11957 TOTAL LOT COVERAGE INCLUDING STRUCTURES <e)" FROM GRADE 571a.3 S.F. 14.2g6 DRAWING TITLE: PROJECT LOCATION & SCOPE 51 TE PLAN ZONING REGULATIONS MAIN BUILDING SITE PLAN & ZONING DATA SCALE: 1" = 20'-0" SOUTHOLt;TOWN CODE ( 280 - ATT. 5 EXIST. PROPOSED COMPLIES PAGE: MIN. PRINARY 50.0' 5a.0' 5q.0' YES FRONT YARD MIN. SECONDARY 7775i 0' 41.6' 4q.6' YES FRONT YARD G-001m00 MIN. 51DE YARDS 15.0' 76.1' 76.1' YES MIN. REAR YARD 50.0' 108.2' 105.2' YES DATE: 12/22/23 1 OF 5 SITE LAYOUT NOTES: `: " I. TH15 15 AN ARCHITECT'S SITE PLAN d IS SUBJECT TO VERIFICATION BY A LICENSED SOUTHOLD TOWN CODE 28O-20`I (A)(I) 1•„ {z�,;''•�,�;. ..;7_r.,,. - . �:-;:`:, + SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE LOT 51ZE / AREA IN ALLOWABLE TOTAL EXCESS OF 40,000 40,154.a S.F. 154.a S.F. GFA GFA ARCHITECT'S BEST OF KNOWLEDGE. (e) LOTS CONTAINING UP 7,100 S.F. 2. SURVEY INFORMATION WAS OBTAINED TO 80,000 S.F. t� FROM A SURVEY DATED MARCH 17, 19ci4 MAX. ),` •:•_ -µ .p ; AND PREPARED BY: ALLOWABLE S.F. / PLUS 596 OF EXCESS LOT AREA 5,100.0 S.F. 7.7 S.F. 5,107.7 S.F. 3,544.2 S.F. ANTHONY LEWANDOWSKI OVER 40000 P.O. BOX 44,5 SOUTHOLD, N.Y. IIQ71 K.. CARPENTRY WOOD FRAMING MATERIAL STANDARDS Y'• 55RE Y I AT I O I S NOTES $ 5FEG I f I GAT I ONS I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 a BETTER (Fb = 875) UNLE55 THE PROVI5IONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS C.ONSTRJGTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY Q TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, „ PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD INSUL. INSULATION 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR T'ESTIN6 BY AN APPROVED 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR w GREATER 5TRUGTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE W GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BUILDING KIPS (1000 LBS) _1 p PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. K I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS M APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 6A6E METAL JOISTS HANGERS BY 'TECO OR B.O. BOTTOM OF MAX. MAXIMUM C ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, O �--- O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-J015T5, STRUCTURAL COMI-051TE LUMBER, BOT. BOTTOM MEGH. MECHANICAL .. �- (o 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN&5 IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL .. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANEL5, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING S.O.W. BOTTOM OF WALL MIN. MINIMUM O O RULES SPECIFIED IN 1.1 THROUGH I.B. -�-+ �- AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ58 � Z .� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC, BC NEW PORK CITY BUILDING GORE °p N 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF S-1/2 BEARING BY THE CRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER > o U SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. CRADEMARK SHALL INCLUDE AN EASILY DI5TINOUI5HABLE MARK OR DBL. DOUBLE OGG. OCCUPANCY O O +' q. ALL WOOD BILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THELo 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. _W O -W DFE DF-5ION FLOOD ELEVATION O.H. OVERHANG C N O °° UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. I0. ALL EXTERIOR 5HEATHIN& SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIMENSION PBFE ON PAGE 6-003. GENERALLY, 5HF-ATHINC 15 OF 1/2" THIGKNE55 ON WALL5 AND THE PROVI5IONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED DIM. PRELIMINARY BASE FLOOD ELEVATION 7. CONTRACTOR TO VERIFY DIMENSIONS Of` FOUNDATION WITH FLOOR PLANS (D `-' D- ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. VJ BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS P. GONG. POURED CONCRETE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED I EA. EACH PL. PLATE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 q. DO NOT SCALE DRAWIN55, WRITTEN DIMENSION5 TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THIGKNE55 AND OF GDX GRADE, STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FA5TENIN6 50HEDULE ON PACE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 10. OWNER/BUILDER ARE RE5PON51BLE FOR: ALL INSPECTIONS, APPROVALS, DOCUMENT, THE COVERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. � PRESSURE TREATED -I-J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHIN6 TO BE COVERED WITH 'TYV1»K HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE ° - APPROVED EQUAL. EVALUATION REPORT. II. THESE SET OF DRAWIN&5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXIST. EXISTING REQ'D REQUIRED r AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 11 �./ PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL. COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR �Ri RISER �y A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF I I I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUD5,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE F.A.I. FRESH AIR INTAKE RM. ROOM RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY &'-0". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS +J SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED F.A.V. FRESH AIR VENT I STL. STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ( TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS COVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWIN65, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED U I'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A57M C36 SPECIFICATION FOR 6YP5UM FOUND. FOUNDATION THK. THICK FLOOR SHALL NEVER EXCEED A 16' SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR &YP5UM LATH, OR A5TM C7g 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR 6YP5UM SHEATHING BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OIF WALL THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 COMPLETION OF PROJECT. AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD MEET THE PROVISIONS OF ANSI/AHA A155.4 BA510 HARDBOARD OF I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF TYP. TYPICAL ARCHITEOVEN&INEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMA&ES, LOSSES ,AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER w/ IF WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE EMPLOYED R, ANY OF THEM, OR ANYONE 1 NE DIRECT ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNOR HANGER WD. WOOD BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM LVL 1.b.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-5TRAND HOR. HORIZONTAL ZR ZONING RE50LUTION PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET lb. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM P5L THE PROVISION5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22• 1-J015T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE CODES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN5 BUILDING CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GO�ISTRUGT I ON D T I L.S W I D LOAD AUTHORIZATION OF THE ARCHIT'EGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE JJ�� J� I I I CLIMATIC i$ OEOORAPHIG DESIGN CRITERIA Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. �'i T l I G O I `l l `� G T I O I `� DETAILS NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS GROUND SNOW LOAD 25 LBS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC NOT TO SCALE 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXI5TINC WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR BASIC, WIND SPEED 150 MPH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. _ HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51PINO USED IN EXPOSURE CATEGORY B SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I SEISMIC DESIGN CATEGORY B 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN0 BUILDING CODE, AND ANY ADDITIONAL HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION WEATHERING SEVERE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS N070HE5 AND HOLES SHALL NOT OGGUR IN THE SAME GR055-5ECTION. GOPYRICHT PROTECTION ACT OF IggO (A^ICPA), WHICH HAS SEVERE PENALTIES. CO FASTENERS AND STANDARDS SPECIFIED ALL FASTENERS AND CONNECTORS SHALL WOOD JOI FROST LINE DEPTH 3'-O" 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, TERMITE MODERATE TO HEAVY GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND ADAPTED FROM STANDARD FOR HURRICANE RES15TANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND 50REWS (INCH SERIES). JOIST HANGE N CONSTRUCTION;55TD 10-qq AND 200 SBC HI&F+ WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ICE BARRIER REQUIRED YE5 z CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN GONJUNGTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAC, SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ uj I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). A5ME 13I8.2.1 SQUARE AND HEX BOLTS AND 5CREW5 (INCH SERIES). GIRDER/HEADS FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES U 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSVTPI I NATIONAL DESIGN WOOD JOIST /� INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, T�"��LE R301•� w BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS It 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Lii AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED R•EINFORCIN6 (® MIN. I6" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, ALLOWABLE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL JOIST FRAMINO FLUSH WITH 0IRDER/HE,4DER STRUCTURAL MEMBER a DEFLECTION 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUD5 IN A 5HEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) B ANCHOR BOLTS, CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 3/12 W L/150 PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG W/ NO FINISHED CEILING ATTACHED TO RAFTERS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/b" RISE 4 w/(2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTASTENERS: F NAILS, STANDARD PU HALOVIC RAFTERS EXCEPT WHERE COLLAR TIES, OF 1"xb" OR 2"x4" LUMBER 15 SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. INTERIOR WALLS E PARTITIONS H/1&0 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF FOUNDATION, CONCRETE, AND MASONRY 2.216. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES RAFTERS. I. CONTRACTORS TO VERIFY ALL DIMEN5ION5 OF EXISTING FOUNDATION AS IT SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE FLOORS d PLASTERED GEILIN65 L/360 AS-BUILT DECK APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF MANUFACTURER'S CODE EVALUATION REPORTS. -I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4W AND EVERY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ALL OTHER STRUCTURAL MEMBERS L/240 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 Ib" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L WOOD50REW5 (INCH SERIES). EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 1685 LANDS END ROAD 8. SILL PLATE TO FOUNDATION ANGHORA(SE;SILL PLATE SHALL BE ANCHORED 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOW5Q. FT., U.O.N. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER MECHANICAL CONNECTIONS: EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 ORIENT, NY 11957 OF g" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 4. FOOTINC5 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR OTHERWISE NOTED 5U55TITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALL5 - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' CN CENTER. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS BY 51MP50N MANUFACTURER. GENERAL NOTES UNTIL 151 TIER OF FRAMING 15 IN PLACE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES CODES AND REFERENCE STANDARD: " ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 202C NEW YORK 7. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. INDICATED A ES, CON PRODUCT LITERATURE. THERE MAY BE SEVERAL STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STRUGTURAL. DESIGN LOADS STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK 5. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON STATE ENERGY CONSERVATION CONSTRUCTION CODE. 50LID WITH CONCRETE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED USE LIVE LOAD DEAD LOAD 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. EXTERIOR BALCONIES 40 psf 15 psf PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 (AF4PA) AMERIGAN WOOD COUNCIL (AWG). DAYS OF 4,000 P.5.1., U.O.N. 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED DECKS 40 psf 15 psf ®® 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH PLUMBING CODE. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY PA55ENCER VEHICLE 6ARAGE5 50 psf AS PER PLAN 2w00 ARCHITECT 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. UNINHABITABLE ATTICS WITHOUT STORAGE MECHANICAL CODE AND 2020 NEW YORK, STATE FUEL 6A5 CODE. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM (MAX CLEAR HOT < 42") 10 psf 15 psf 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - HANGER SHALL BE ALLOWED TO BE 5UBST17UT•ED WITH A TOP MOUNTED UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf DATE: 12/22/23 2 OF 5 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC (1) WALL TIE PER (5) 5Q. FT. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION (MAX CLEAR HOT > 42 ) CONSTRUCTION CODE. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, HABITABLE ATTICS b MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SITE WORK FROM FOOTING TO 2" ABOVE FINISH GRADE. .!°''' I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf 15 psf C,,f 1, " 6 F , /1< ' 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES � 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, OF 40°F AND FALLING,UNLE55 APPROVED BY ARGHITEGT/EN6INEER. NO RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. STAIRS 40 psf 15 psf 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING ARCHITECT/ENGINEER. GUARDRAILS AND HANDRAILS 200 psf 15 psf SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLAE35 AND FOUNDATION WALL5 AND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WHERE EVER APPLICABLE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf ROOTS, ROOKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A A'q�;:tr MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK *ALL STRUCTURAL DESIGN GON5IDERATION5 ARE IN CONFORMANCE WITH CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ASGE 7-I6 (MINIMUM DE510N LOADS FOR BUILDINGS AND OTHER STRUCTURES) 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" DEEP $ V-O" BELOW 6RADE. O ENERAL, SNr �50L <E*%r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. uj W �-1 EXISTING TO REMAIN WHEN APPLICABLE) -j v NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � • P05T FOR O 6" WALLS), U.O.N. , N NEW 2-HR FIRE RATED L I WOOD FRAME (L.O. 5TL. WHEN APPL I GABLE) v N C O CO O O m +' , EXIST. 2 STORY L O . ++ Lo DWELLING NOT N O 4- FOUNDATION PLAN NOTES PART OF THIS w — C 0 . v .. FILLING Q r— 0- 2 O OFOUND 8 POSTS FOR D. DECK: (Q) b"xb" P.T. P05T UPON 12"0 P. GONG. PIER UPON AS PER DETAIL 2/A-501 EXIST. — EXIST. (1) 2"xIO" LEDGER T_ NEW DECK FOOTINGS - POURED AT EX. TRELLIS P05T: STAIRS EXIST. WD. O NEW 12"0 P. GONG. PIER SONATUBE POURED UNDER EXIST. I II I DECK ABOVE �J _ TRELLIS POST. TRELLIS POST TO BEAR ON NEW SONOTUBE. SEE DETAIL I/A-501 p , , EXIST. GONG. E 1 0 V N BRICK C-4 X 11 EXIST. D.J. OUT BACK AND INSTALLED W/J015T HANGERS `fl w FOUNDATION O AT NEW FLUSH BEAM I BELOW II o O ,N m n x l j ( EXIST. 2 tZD ® STAIRS ' l ' PROP. (5) N N N EXIST. • 2"XIO" X �\ I GIRDER 11 lu I 1 N. in s,,ss \ o 5'-I" 'i' U _5„ '7,-5" PROP.(2)2'XIO'515TERED PROP.(?)2"XIO'515TERED PROF.(2)2"XIO'S15TERED PROF.(2)2"XIO`SISTERED I TO EX 2'XIO'FU I5H BEAM TO DC 2'XI0'RI54 BEAM TO EX.2'XIO'FUU5H BEAM TO EX 2'XIO'FLSH BEAM 1— \ I 1 1 ll J i 2 Q EXIST. D.J. GUT BACK �<�� C�A. ® I AND INSTALLED W/ > JOIST HANGERS AT _ NEW FLUSH SEAM r EXISTING 2NIO" E 2"xb' EXI5TIN6 2"xl0" 6 2'x8" EX15TINO 2"x 0" d 2' 8" 515TMED BEAM 515TERED BEAM 515TERED BEAM r- 3" 24'-2" Q � i O - FROPOSED FOUNDATION PLAN SCALE: 1/4" = I'-o" z w O U EXIST. 2 STORY w DWELLING NOT Q PART OF THIS p FILLING D ° PROJECT: PUHALOVIC — — EX15T. (1) 2'k8" BEAM — — — — — AS-BUILT DECK nRC. 5 STEPS _ r ° ° 1685 LANDS END ROAD N � ORIENT, NY 11957 N � N V W ° LEGALIZE AS-BUILT WOOD DECK Q I + DRAWING TITLE: x ® TRELLIS LA iv 4so.a sa.Fr. _ PROPOSED FOUNDATION PLAN EX. 3 STEP ° EXISTING FLOOR PLAN �\ w 3 A-301 , dJ _ PAGE: EXIST. (1) 2"xIO" BEAM `t EXIST. (I) 2 xl0" BEAM A-101m00 DATE: 12/22/23 3 OF 5 50'-0" wT EXISTINO FLOOR PLAN `', � ,F SCALE: 1/4" = I'-o' rt Q Ld ui o w N Q .^ ��//• 0) LL� ,,0 O � W w � • C0 0 c Lo Z D- •v N >1 � 00 1 O C:) M � O to N p Q � � 20 Q) U D 4) M U � U 0 Q NORTH ELEVATION (FRONT) 50ALE: 1/4" = I'-O" z w O (U w ui a 0 PROJECT: PUHALOVIC AS-BUILT DECK 1685 LANDS END ROAD ORIENT, NY 11957 DRAWING TITLE: EXISTING EXTERIOR ELEVATIONS PAGE: —201m00 L =inm A DATE: 12/22/23 4 OF 5 EAST ELEVATION (fig' I OHT SIDE) NEST ELEVATION (LEFT SIDE) SCALE: 1/4" = I'-O" SCALE: 1/4" 1'-0" t r' F ,:l ` Y' o �. o(f?� 'Lew•:�� �°'Vo Q Ld Ld aD . M Q Lo c w r I/ w • 0 /'� - O L / ` 14- a_ .y N >4 o I c � co O O m -t _c O , --i In IN o Q � .. � 0- m0 2"X8" JOISTS ® T e - ±15" O.G. U EACH JOIST NOTCHED b" OVER BEAM a" (2) 1/2"0 HOT DIPPED SALV. BOLTS ® EA. P05T EXIST. TRELLIS JOLT AS PER PLAN w/OVERSIZED WASHERS d END NUT PREBORED INTO BEAM 4 P05T 2"XIO" ® EACH SIDE OF POST ( ) EXISTING 6"1 P.T. v POST;LOCATION = .9 AS PER PLAN i 0 O — eVJ —I — — '--`— (J MOD] Pj D.J. i EXIST. P.T. D.J. AS PER PLAN EXIST.CONCRETE 4 12" p I I BRICK FOUNDATION I I I NEW 12"10 GONG. A-301 A-301 5ONATUBE SEOT I ON I -I/A-5O 1 SCALE: 1/4" = P-O" z w E 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS U NOTED ON PLANS 5/4" x REaV HEIGHT P.T. RISER ° ° ° EXISTING DECKING TO BE 5/4'W P.T. °— ° —————————— Q REMOVED AND REPLACED DECK BOARDS p AS REQUIRED FOR 21.x BLOCKING ® EA. INSTALLATION OF b"xb" EXISTING TRELLIS 5TRINSER TO MATCH SIZE SONOTUBE SUPPORT POST OF P.T. DECK JOISTS PROJECT: NEW P.T. 51STERED DECK FRAMING AS MEMBERS EXISTING INDICATED ON PLANS BLOCKIN5 (MIN 6\ FASTEN STRINOER TO PUHALOVIC DECK BEAMM AS INDICATED FASTENERS) ON PLANS EXISTING DECKING TO BE REMOVED AND REPLACED AS REQUIRED FOR INSTALLATION �pj AS-BUILT DECK OF SONOTUBE 4" THK. x 8" WIDE x WIDTH 2"xl2" P.T. 5TRINOER5 ® 1611 O.G. (MIN. 5 STRINGERS B EXISTING RIM OA OF STAIR P. GONG. PAD i 2"xb" P.T. BLOCK IN BETWEEN EA. STAIRWAY) 1685 LANDS END ROAD METAL SALV. J015T a - EA. STRINGER. FASTENED TO NOTE: ORIENT NY 11957 HANGER BY 'SIMPSON' (OR 12"(P 'SONOTUBE' FILLED P. GONG. PAD w/ 19/64" x j ALL DECKING SHALL BE FASTENED EQUAL) ® EA. J015T SOLID w/P. GONG. a a 5-1/2" CONCRETE SCREWS BY r w/ COATED DECKIN5 5GREW5 BY (MIN. 4,000 P51) POUR ° "CALIBURN" (OR EQUAL) - MIN. DECK MATE (OR EQUAL) UP TO TRELLIS POST. a (5) SCREWS PER BLOCK O" MIN. DRAWING TITLE: TRELLIS POST MUST BEAR ON SONOTUBE. GRADE a v BUILDING SECTIONS a GRADE DESIGN DETAILS "51MPSON" ABA66 GRADE ® COLUMN BA5E8"'� ry 6"xb" P.T. P05T ° 11 IF SRADE EXTERIOR MOOD STAIR DETAIL 12"� 'SONOTUBE' FILLED ii PAGE: 50LID w/P. GONG. nU �-301.00 (MIN. 4,000 PSI) ° z SCALE: 3/4" = I'-O" A-301m00 J a a n ° D DATE: 12/22/23 5 OF 5 I EXT WOOD DEOK DETAIL - EM RE I NF. 2 EXT. HOOD DECK DETAIL - TRELL 1 S F I ER A-301.00 A-501.00 SCALE: 3/4 = I -O SCALE: 5/4" •