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Home My WebLink About49853-Z � oOS11FFUl,fc�r Town of Southold 10/24/2023 ? P.O.Box 1179 C* ., 53095 Main Rd Way o� �CSouthold,New York 11971, CERTIFICATE OF OCCUPANCY No: 44687 Date: 10/24/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 Hill St, Mattituck SCTM#: 473889 Sec/Block/Lot: 140.-2-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/21/2023 pursuant to which Building Permit No. 49853 dated 10/6/2023 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"covered porch and deck addition to existing single family dwelling as applied for. The certificate is issued to Divello,Vito of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aor e i nature f' TOWN OF SOUTHOLD �SOFFoc,r�o• jo Gyp BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49853 Date: 10/6/2023 Permission is hereby granted to: Div ello, Vito 1895 Naugles Dr Mattituck, NY 11952 To: legalize "as built" deck and porch to existing dwelling as applied for. Additional certification may be required. At premises located at: 305 Hill St, Mattituck SCTM #473889 Sec/Block/Lot# 140.-2-32 Pursuant to application dated 9/21/2023 and approved by the Building Inspector. To expire on 4/6/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $626.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $676.40 Building Inspector pF SOUTy�� 'F TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (offtkv < <' ,tol000,o DATE INSPECTOR I 40 0 sp TOI IF • a � R �! ` of • # , f *Ir . y • �' � t • � a 1 .w a •7r • • h r , 1 c .. ` r ,�. c ' '� ,. � I �. { � -� .� �.� . F • ,�, , _� 't� +i. ° �! �,f - �� : � � ,e ',,, • 1 � i .1 ' � . r il-r y w•i .. •. ;� ,� � c �� ' ♦` '; �. r�w t t. `+�►_ �,,.. -,_ ,. -t Orr" _ r +. • I, r a �1�� _ q i ,• 1 + • f Jr 1 ♦�1. y f�-1 + • - �' rel f r / � 'y jp � , I i e a a� } r MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) 'Wit� --------------------------------- FOUNDATION (2ND) - z O -- W O O � (�cn N ROUGH FRAMING& � PLUMBING f r yn �, INSULATION PER N.Y. STATE ENERGY CODE On FINAL ADDITIONAL COMMENTS 1 1 0 p CZ i +rn t� — � X b N � z x d r� b H =oma°SufFot��p�y', TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 0 y • o��y Telephone (631) 765-1802 Fax (631) 765-9502 https:Hwww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT - D For Office Use Only PERMIT NO. Building Inspector: 5 E P `' 1 2023 Applications and forms must be filled out in their entirety. Incomplete T-o-�,DIidG applications will not be accepted. Where the Applicant is not the owner,an, Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF,PROPERTY: Name:Vito DlVello SCTM #1000-140-2-32 Project Address:305„Hill St, Mattituck,NY 11952 _.._....-___._ ..__....___._ _.,._._..___..__.___...__,_..._.._.._..._ _..._.. ._......__.._._._.__...___ Phone#: 917-697-8843 Email: t.hug212@gmail.com Mailing Address: 1875 Naugles Drive Mattituck NY 11952 CONTACT-PERSON: Name:Brooke EPPerso_n,_,AMP Architecture __.._._._._..._._____.___._._...__.___. Mailing Address:PO Box 152, Mattituck NY 11952 Phone#:631-603-9092 E7all'Apppe�s�pn-@�qMp.qrqhitect.com DESIGN PROFESSIONAL INFORMATION: Name: Anthony Portillo,AMP Architecture Mailing Address: po Box 152, Mattituck NY 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: DOther As Built $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 f k PROPERTY INFORMATION Existing use of property:single family residence 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 RO Non-Conforming 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 pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on"premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n !)AMP Architecture*. Wp Authorized Agent ❑Owner Signature of Applicant: Date: 09/15/23 STATE OF NEW YORK) SS: CO U NTY O F /2cii'- pC / v+bTr() being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 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 tD��.� Ld Pim , 2023_ czn Notary Public gtATE...... Deborali0flowski ';. Notary Public,State of NewYork No.01086280392 PROPERTY OWNER AUTHORIZATION '-.. :' ":. Qualified mSuffolk colmty (Where the applicant is not the owner) %,�E11%�oP�;.• Commission Fa im 05/13120 Vito DiVello residing at 1875 Naugles Drive Mattituck, NY 11952 I, do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. 9/18/2023 Sig at r Date Vito DiVello Print Owner's Name 2 4O0 ORtrwRr WAuraRww ,IfRn Yolk II.O N 1.1,68,m� s 1—w� �.«rgo. J � x N aj1 � Y ✓ -qoee" lono 4o_a w T-9 wnLad 15-q- -5, 5 . 1 Trc.weyrt,P.of I vla� I Dwgw.E.Aao,R Plot«Raroi b,y,�- �� 1 W r Rabat e,Tale Arann.cl Reort StromNU Archlbct IN d •� i SITE DATA AREA=1.4258 ACRES L1 ' dV KEY.MAP 0 �� .�`� •�'/�� yP f ROOF GpIG RETAINING WALL 01 •DRAINAGE INLET VnLITT POLF MDNAKM SET .STAKE SET \,. / •STAKE FQ ♦� / /�' EDGE OF WOOD` EP •EARTN PAVEMENT OP .GONO.PAVE,£NT STOW PAVEMF.N' /'O COP .FLKE OF PA__T rCr .P05T �� /' :P •CONCRETE PAVEMF*I' SM,&- ofrs CERTIFICATION -- 'W AKbIN'AOMM TO W DIVELLO TUTTNLS FM"WAS IS Ab0"ED 3!A E NEW VO STA E LOGE OF PRACTICE FORS) %.LA E f St OVEYC N 1if! W YCAir STATE ASSOQATION OF PROFE540NAL LAND StMVEYUtS Isrm •A �'.�! / of Wsv �*" fie- • 'T,r LS,. 45M9 E8 �1 For finalization of existing reference number 13-SO-41 5MVEY FOR •� Grp SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES VITO DIVELLO / APPROVAL OF CONSTRUCTED WORKS FOR I Jp at Mattltuck,Town of Southold Suffolk County,New York A SINGLE FAMILY RESIDENCE j A5-MILT SMVEY 7/5/23 ,H 7 R e f N o. .--___-- R-287 __ County Tax Mop —(000 Leeur.140 a.+.+02 FIELD SMITL 0014PLE7® APR 11,20:F `\ y MAP PRE►ABED APR I3,3C9 / 'he sewage c sposa.and water supplyfaci:ides at this location have be. Ra,,,��,,,,R \ / )specied ane;o, cerhjied uy this Deoartment o,oV)er agencies anc four REVI$IDN— DATE in be satisfactory FOR A MAXIMUM OF na_.__BEDROOMS CRAIG KNLPPLR, PL CHILF -- 4o O 30 40 GO 130 Oqtoe o`Wastewater Management socia_ „, 40. x �De No.�oacan i ar I DVtl.sort_ola�_3o35_oo-�s_m ti APPR VED AS NOTED DATE -3 B.P.# FEE AV.-j NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRFTF 2. ROUGH-FRAMING&FL. 1 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF KUTHOLD TOWN PLANNING BOARD S D TOWN TRUSTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA7 OF,OCCUPANCY Additional Certification May Be Required. 51TE LAYOUT NOTES: (5-00 1 .00 PROJECT SCOPE I. THIS IS AN ARCHITECT'S SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED SITE PLAN & ZONING DATA d Q SURVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN 15 TO THE STRUCTURAL DESIGN CHARTS ARGHITEOV5 BEST OF KNOWLEDGE. w W INFORMATION WA5 OBTAINED - 1 Q ,�� FOUNDATION & FLOOR PLANS - -�C��4LIZ� RR WOOD DGK AND GONGRT 2.SURVEY INFORM W FROM A SURVEY DATED APRIL II, 2023 L LFRONT COVERED PORCH J r� AND PREPARED 13Y: FASTEN I N G DESIGN DETAILS w (V SCHEDULELo 1I YOUNG $ YOUNG 400 05TRANDER AVE RIVERHEAD, NY 1110I O w TEL.: (631) 727-2303 0 c In Z 'd- CL V-- N >1 0 u I 0 O m T- ° �� 583.04 AS WOOD CHAIN LINK I � O a-�+ � N46 20 12 E _D_EGKCHAIN IFFENCE F RO�J E�T �A TA : C O O O ' ------------1-------------------------------------------------------------------------IRRIGATION - - -- -----� 3 WELL 4 � LOT COVERAGE PROJECT / ZONING PATH --- ----- ----------------------------------------------- ------------------------ --------- - - - - - - - - - - - - - - - - ------------ - - - ------- CONC. - - , 5' SIDE YARD SETBACK 0 m I �� SOUTHOLD TOWN GORE 280-3q JI WALL �p , TAX MAP # 1000-140-2-32 Z i CONTRA NER CONCRETE - - - - NALL %0 , �d % LOT ZONING DISTRICT RO- CONFORMING C' � n / v� DESCRIPTION (FOOTPRINT) AREA COVERAGE - �n `,7 Q m Q CONCRETE /��r4 METAL LOT AREA 1.4 ACRES ( , I V z WALL 0 / w SHED TOTAL LOT AREA 62,Og4A HA 0 - IRR EXIST EXIST � � VARIANCE APPROVAL TO j Q < WELL STORY 5 //� Q EXISTING I STORY FRAME CONSTRUCT DWELLING IN "G LIGHT #3088; 3/23/53 I � Fes` % ,Q Q 0� DWELLING 1351.8 S.F. 2.29b INDUSTRIAL" ZONE I j p v ASPHALT HOUSE / �0 4; I DRIVEWAY AS-BUILT FRONT PORCH 5q.6 S.F. 0.1% LP � �� • - A5-BUILT REAR WOOD Ig4.0 S.F. 0.390 ZONING REGULATIONS MAIN BUILDING L 1'VC % DECK �l - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ------------------------------ 35' 5EGONDARY FRONT YARD - - - - J I CONCRETE MOVEABLE SETBACK - - - - - - - g6 SOUTHOLI7 TOWN GODS 280-5q EXISTING METAL SHED 26.0 S.F. 0.09'0 WALL CARPORT Z AS-BUILT /� EXISTING FRAME SHED C15.1 S.F. 0.2% v kp FRONT i rq`� EXISTING MOVEABLE EXIST. COMPLIES N I in PORCH ry 240.4 S.F. 0.49b FRAME SHED - m CARPORT MIN. PRIMARY EXISTING STORAGE 58. 0.0' 5Q.6' YES CONTAINER : ----------- ---- -�---- 7C 152 S.F. 0.390 FRONT YARD ` I------- -- ---- �L �I ----------------- r n _ _ TOTAL AREA OF ALL MIN. SECONDARY v J ---------- ------ ----, TRU2155.1 S.F. 3.5% 35.0 41.5 YES n l 545°52'30"w I1a.66' 54'7°05'40"W ----- --- 5111.051SCTURES FRONT YARD .05' VJ MAXIMUM LOT COVERAGE ALLOWED: 20% MIN. SIDE YARD 15.0' 27.4' YES HILL STREET COMBINED SIDE35.0' 453.1' YES 51 TE PLAN YARDS 7; SCALE: 1" = 30'-0" CODES AND REFERENCE STANDARD: WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY NOTE:5 $ 5PEG I F I GAT I ON5 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY MATERIAL I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED TO&ETHER AT ALL TIMES. IT 15 ALSO THE STATE RESIDENTIAL CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK STATE OR AND HE AUTHOD HORITY HAV NG JUR SD GCTION NOT TION FINDS BCIFICALLY PRESCRIBED £ESC RI EENDGE,HEREIN. AHEN IT TASTN SY N, 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES,SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK ENERGY CONSERVATION CONSTRUCTION CODE. APPROVED AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GENERAL 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING DEPARTMENT. FOUNDATION - 2015 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER ASSOCIATION CONFORM TO THE REQUIREMENTS OF -HIS DOCUMENT (THIS DOCUMENT 15 TO MEAN A REFERENCE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. (AF$PA) AMERICAN WOOD COUNCIL (AWG). TO THE CURRENT AMERICAN WOOD COUNGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS 1`5 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/51TE SHALL BE FIELD 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PLUMBING CODE. VERIFIED BY GENERAL CONTRACTOR. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, PREFABRICATED WOOD 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW I-JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD TRUSSES, GYPSUM, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. YORK STATE FUEL OAS CODE. HARDBOARD, AND STRUCTURAL PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 UNTIL 151 TIER OF FRAMING 15 IN PLACE. 6RADIN6 RULES SPECIFIED IN 1.1 THROUGH 1.5. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELEGTRIG CODE, NFPA 70 AND 2020 NEW YORK 7. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. STATE ENERGY CONSERVATION CONSTRUCTION CODE. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INGLUDIN6 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE 6RADEMARK OF A 5. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 50LID WITH CONCRETE. ARGHITEOVENOINEER BEFORE PROCEEDING WITH THE WORK. LUMBER GRADING OR INSPECTION A6ENGY WHICH PARTICIPATES IN AN ACCREDITATION CARPENTRY PR06RAM, SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb - 5'15) UNLESS OTHERWISE NOTED. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE 6. DEVIATIONS OR CHANGES TO THf: STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE GRADING AGENCY WHICH COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF 10. ALL CONCRETE TO HAVE AN ULTIMATE COMFRE551VE 5TRENOTH AT 28 DAYS OF 4,000 P.S.I., U.O.N. ARCHITEGT/ENGINEER. 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE 50RATCH GOAT. MAINTAIN 5" MIN. FOUNDATION EXPOSURE. COMMERCE 1`520-qq. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLAN5 BEFORE THE START OF FRAMING II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL SEAL/INSULATION. SIZE OF 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODE5. SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TING STRUCTURE. ANSI/ALTG A I qO.1 STRUCTURAL GLUED LAMINATED TIMBERS. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q. DO NOT SCALE DRAWINOS, WRITTEN DIMENSIONS TAKE PRECEDENCE 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HAN6ER5 BY "TECO" OR EQUAL. 1.3. PREFABRICATED WOOD I-JO15T5; ASSEMBLIES USINO PREFABRICATED WOOD I-JOISTS 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - (1) WALL TIE PER (3) 50. FT. SHALL MEET THE PROVISIONS 0=A5TM P5055 STANDARD SPECIFICATION FOR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALL5. ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. OR COMPLETION AND U.L. APPROVAL I-JOISTS, THIS DOCUMENT, THE OOVERNING BUILDING CODE AND ANY ADDITIONAL 6. DOUBLE ALL AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT.ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL Z REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 7. ALL BEAM5,61RDER5, ETC. TO HAVE MIN. OF 3-1/2 BEARING I6. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES OF 40°F AND FALLINO, UNLESS APPROVED BY ARCHIT'EGT/ENOINEER. NO w COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF A5TM V5456 STANDARD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR VE516N INTENT 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 60VERNIN6 BUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS A5 SET 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. �0j ONLY. FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED WOOD TRUSSES 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALL5 AND WHERE EVER APPLICABLE. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 50HEDULE ON PAGE 6-003. GENERALLY, SHALL MEET THE PROVISIONS OF THIS DOCUMENT THE GOVERNING BUILDING GOREAND 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND 15 OF GDX CRAVE, UNLESS OTHERWISE NOTED. SEE , Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. BROOM GLEAN. FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DES16N DRAWINGS, Lij II. SUB FLOORING, GENERALLY, TO BE OF 3/4 OR THE MANUFACTURER'S CODE EVALUATION REPORT. 20 THICKNESS AND OF GDX GRADE. NAILING AS PER FASTENING SCHEDULE . FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6.. WIDE x 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL ON PACE 6-003 AND CLUED, U.O.N. 5" DEEP $ 3'-O" BELOW CRAVE. p COMPLY WITH STATE AND LOCAL CODIES AND ORDINANCES. lb. 6YPUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR APPROVED EQUAL. PROVISIONS OF ASTM 036 SPECIFICATION FOR CYP5UM WALLBOARD, ASTM 037SPECIFICATION FOR GYPSUM LATH,OR ASTM r,-7q SPECIFICATION FOR GYPSUM SHEATHING I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-GONTRAGTORs FORA BOARD PROJECT: PERIOD OF AT LEAST ONE YEAR AFTE'Z COMPLETION OF PROJECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGE SEAMS OF EXTERIOR MECHANICAL CONNECTIONS: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE HARDBOARD:: 17. THE CONTRACTOR SHALL INDEMNIFY' AND HOLD HARMLESS THE OWNER, ARGHITEGT/EN6INEER, AND THEIR SHEATHING. I. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DIVELLO AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 14. PROVIDE 'X' CRO55 BRACIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPAN5 EXCEED 5 5 '-O" AND AT EVERY '-O" PROVISIONS OF AN5I/AHA AI35,4 BASIC HARDBOARD OF AN51/AHA AL35.6 HARDBOARD ATTORNEYS FEES ARISING OUT OF OR REULTIN6 FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SIDING. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY "SIMPSON" MANUFACTURER. SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE 6-004. 1.5 STRUCTURAL PANELS: AS-BUILT OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INGLUDIN6 THE LOSS " OR USE REULTIN6 THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NE6LICEN7 ACT OR OMISSION OF 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES INDICATED E ARE L N PRODUCT LITERATURE. THERE MAY BE SEVERAL 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN 17. PROVIDE ALL NAILING AND 57RAPPIN6 ADDRE55ED ON PACES 6-003. (PS 1) CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PART BY A PARTY INDEMNIFIED HEREUNDER. VOLUNTARY PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 305 HILL STREET 15. ALL MATERIALS, ASSEMBLIES, AND 'METHOD OF CONSTRUCTION INGLUDIN6 BUT NOT LIMITED TO FORM-WORK, THE THICKNESS OF WALL ABOVE. SUB FLOOR SHALL NEVER EXCEED A Ib:: SPAN. WOOD-BASED STRUCTURAL-USE PANELS, APPLICABLE CODE EVALUATION REPORTS. BLOCK-WORK, FRAMING, NAILING, PLAGIN6 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED MATTITUCK NY 11952 CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PACE 6-003. 1.5.2. ORIERBOA D USE BOARD(OSB), W ON5 SHALL ORIENTED-STRAND BOARD OR AND 600P PRACTICE. DEVIATIONS FROM THE DRAWING5 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT WRITTEN AUTHORIZATION OF THE ARGHITECT/EN6INEER. 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ACCORDANCE w/ AWPA 622;WHERE DRILLIN6 DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) PERFORMANCE AND/OR GUTTING OCCURS, FIELD TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER DRAWING TITLE: Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 NEEDED, UNLESS OTHERWISE SPECIFIED. BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ABSORBS NO MORE. ALSO, FOR HARDWARE USED APPLICABLE CODE EVALUATION REPORTS. ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. NITH F.T. LUMBER, CONTRACTOR 15 TO ASHANOER5,,NAILS, SCREWS, FLAS 165ANCHOR BOTALL LTS ETC. FOR LOCATION THAT 15 SPECIFIED5 UGH ASM ED ER BD., SBER ILL PLATERER , 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL PROJECT SCOPE 20. CONTRACTOR TO REMOVE $ RELO,CATE AS REQUIRED ALL EXI5TIN6 WORK WHICH INTERFERES WITH NEW DECK 00NSTRUCTION,ETG. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. CONFORM TO ANSI A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE CONSTRUCTION IN A WORKMAN LIKE MANNER. MANUFACTURER'S-COVE EVALUATION REPORT. SITE PLAN & ZONING DATA 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. A. WEYERHAEUSER TRUS J015T 2.OE MIGROLLAM LVL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE STRUCTURAL DESIGN CHARTS B. OEOR6IA PACIFIC 2.OE 6-P LAM LVL PROVISIONS OF ANSI/AHA A114.1 CELLULOSIC FIBERBOARD OR ASTM 0205 STANDARD CLIMATIC GEOGRAPHIC DESIGN CRITERIA TABLE R30I .-1 22. PROVIDE FIREBLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. F5L (PARALLEL STRAND LUMBER) DENOTES: SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM P5L 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW BY ALL TO BE INSTALLED AS PER MANU. SPEC'.s APPLICATIONS SHALL MEET THE REQUIREMENTS OF 1N DEPARTMENT OF COMMERCE GROUND SNOW LOAD 25 LBS PAGE: THE ARCHITECTURAL WORKS GOPYRIGI�T PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. VOLUNTARY PRODUCT STANDARD I (PS- 1), THE GOVERNING BUILDIN6 GORE, AND ANY ALLOWABLE 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL STANDARDS SECTION, THE COVERNIN6 BUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S GORE ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION BASIC WIND SPEED 130 MPH STRUCTURAL MEMBER DEFLECTION - G-001. 00 GENERAL WIND PROTECTION CONNECTION NOTES: EVALUATION REPORT. REPORTS. D ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION;55TD 10-11q AND 2015 55G 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE GUT IN THE MIDDLE ONE-THIR2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE EXPOSURE CATEGORY BD STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FLOORS $ PLASTERED CEILINGS L/360 HIGH WIND EDITION WOOD FRAME CONSTRUCTION OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER SEISMIC DEVON CATE60RY 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND HEX BOLTS AND B ALL OTHER STRUCTURAL MEMBERS L/240 SHALL BE PROVIDED. DEPTH. BORED HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. SCREW5 (INCH SERIES). WEATHERING SEVERE DATE: 09/20/23 1 OF 2 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDIN6 CODE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ASME 515.2.1 RECOMMENDATIONS. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). FROST LINE DEPTH 3'-O" SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" STRUCTURAL DES I C N LOADS 3. METAL PLATES, CONNEGTOR5, 5GRE:WS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO THE EDGE OF THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SHALL MEET THE TERMITE MODERATE TO HEAVY TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONTRACTORS ATTENTION 15 DIRECTED TO WOOD TRUSS CONSTRUCTION, THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL ICE BARRIER REQUIRED YES USE LIVE LOAD DEAD LOAD 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING,FRAMING ANCHORS THE APPLICABLE DETAILS, NOTES, AND TABLES ON PAGE 6-003 $ 6-004. THE FASTENING SCHEDULE SPECIFIES THE REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF GRIPPE STUDS, HEADER STUDS AND AT REOV NAILING FOR THE SHEATHING (ANY NAILING SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE �� r� a v� LEAST ONE STUD AT EACH SIDE OF OPENING. FASTENING SCHEDULE). HOLVOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE DECKS 40 sf 15 sf . �� e�,pfi,- >°4 AS PER APPLICABLE DETAILS $ MANU. SPEC.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, GRADE 83 STEEL SHALL BE USED, p P .,;• ,,, 5. RIDGE STRAPS SHALL BE ATTAC'HE'D TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING A; "• ; "::` ,' s ,e t: INV' OR 2"x4" LUMBER 15 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 26. COLUMN BEARING AS FOLLOW5:WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, TREATED CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WIT ,° �+ " ;�'�4 H RAFTERS. WOOD $ FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND.WALL w/STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK EVALUATION REPORTS. ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 6ROUT.SEGURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® EXIST. WALLS $ 12" LONG HOOKED BOLTS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" WIDE 3 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N). HOWEVER, WHEN COLUMN OR PO5TIN6 15 PART OF FASTENERS: NAILS, SPIKES, AND STAPLES. - _ "" `• i 4 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 16" WITHIN 4' OF EXTERIOR THE LOAD PATH FOR USE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/STANDARD 2,2,6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE CORNERS. ,°.r SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Ya REQUIREMENTS OF THE GOVERNING BUILV INC CODE AND ANY ADDITIONAL REQUIREMENTS 'Nle 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BENT PLATE 8" LONG w/6" RISE $ w/ (2) 3/a°� BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SET b" DIST., U.O.N. - AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. BOLT5 HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL ADDITIONAL INFO. 15 FOUND ON PACE 6-003. A BE PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 WOODSCREW5 (INCH SERIES). EMBEDMENT OF 7" IN GONGRETE/MA.50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON C'ENT'ER. OE NE R/�NT - NEW PARTIAL HEIGHT ✓2 IS'-4y2" 2 EXISTING TO BE DEMOLISHED I-7-7-„-j HOOD FRAME (L.6. 5TL. uj EX15TINO TO REMAIN WHEN APPLICABLE) -Q (WELL EXIST.1 .__I p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C O �$� V) 5TL. WHEN APPLICABLE) MSN MSM. � N 15'-II" Q •♦' Lr)c NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL O ® „ XIST. (2) 2"X10" P.T. BM. 515TERED TO (1) 3.5"X11.8'75" T.J. _ .. (0 WOOD FRAME (L.G. 57L. POST FOR 4 WALLSSERVICE LEVEL 2 PARALLAM PLUS PSL DROPPED BM. p Q WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL ' ' O P05T FOR 6" WALLS), U.O.N. I I I 4'-3 m y2 ALL RAILING POSTS FASTENED N i NEW 2-HR FIRE RATED TO DECK STRUCTURAL MEMBERS 4-�2 -'� �' In Z d- WOOD FRAME (L.G. 5TL. F 177 3 BLOCKING w/5IMP50N 5DW5 0 C a-- WHEN APPLICABLE) � I TIMBER SCREWS AS PER SIMPSON 5 5 •� (�J E BULLETIN "T-F-6RDPSTRL25". X Coro c co 0 PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: U�1 .p I ( I O c� EXIST. (6) RI ® t 7.25" EXIST. 0 Q O 00 ♦' I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT `� WOOD DEGKIN6 (5) Tr ® t II UP -C O -�-0 � FOUND POSTS FOR WD. DECK: FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND * O I U~i® U~i ® 0. I ry C N O .. OI 4'x4 P.T. P05T UPON 10'm P. GONG. PIER UPON U J O 2 O DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 0. w X C1 X Q 2 SQUARE FOOT" 5F-22 CONCRETE PAD FCOTIN6, (p ( w w N A-1o1 EXIST. WOOD A-Io1 nQ O AS PER DETAIL I/A-101. 2, IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION DECK w FOR WOOD 5 AIRS ® GRADE: SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I _ ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER O2 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON ENCOUNTERED. b" GRAVEL UNDER 2"x12" P.T. STAIR STRINOER5 MAX. Ib" O.G.,U.O.N. (MIN. 5 STRINCEPW 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 3 ' TYPICAL LEDGER BOARD ® EXT. PECK: 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT - - --I--J _ (�3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE.C7 $- M ' 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. 6AL. LA6 BOLTS U 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL EXIST. FOUNDATION , 5. INSTALL H.D. 6ALV. J015T HANOER5 BY 'SIMP5ON' (OR ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE WALL PROJECTIONS 7 ��' ^^ EQUAL) COATED. 1�-yti W 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING 0 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �� ✓�� BENT OVER TOP EDGE OF LEDGER BD. SHALL BE STA66ERED. 5. SEE NOTED DETAIL "1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN TYPICAL C.1-05ED FOUNDATION PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, O4 0 PORGHE5 / PATI05: GOVERAOE5, AND PLUMBNESS. I. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING 8. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT l 2. FOR SLABS ABUTTING FRAMING, INSTALL COPPER CONCRETE. v FLA5HIN6 FROM 12 ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC GONGETE - GOLD WEATHER POURING 6 CONCRETE MIXTURE O5TAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-•1/4" RI 4 MIN. 10" Q - Tr - RISERS SHALL BE CLOSED 1• THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE cn NOT EXCEED THE SMALLEST BY MORE THAN J"• HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. I_ VJ �j � 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST b'-8". 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHER5. IEXISTINC71 STORY DWELLING 1EX15TIN61 STORY DWELLING 4.1. BETWEEN CLEAR HEIGHT # HANDRAILS: 56" MIN. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NO WORK PROPOSED 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: NO WORK PROPOSED 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. CONFORM TO AGI 506. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"T MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ ONE 51ME OF EACH FLIGHT OF STAIRS CONTAINING FOUR SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO OR MORE RISERS,AND WHERE SHOWN ON PLANS. TEMPERATURES WITHIN 10' F OF CONCRETE. b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE 5• IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. REMOVE AS REOV. 1. 42" HIGH 6UARDRAIL d SPINDLE SPACING NOT TO ALLOW PA55AOE OF A 4" (P 5PHERE;156" HIGH 6. THE USE OF HEAT BLANKETS OR ELECTRIC. BLANKETS ARE HANDRAIL 4 SPINDLE 5PACIN6 NOT TO ALLOW PERMITTED WHEN NECESSARY. PASSAGE OF A 4" 4) SPHERE. 8. GRIPPABLE RAIL AS PER CODE. 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER AND SHALL BE WITHIN IO° F OF CONCRETE TEMPERATURE. REAR DECK STAIR d RAILING NOTE: 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 5 42"-HIGH RAILING TO BE WOOD. 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 5B CLOSED P. GONG. STAIR: (ASTM 0494/0494M, TYPES G AND E). 42"-HI5H RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. FASTENING SHALL BE AS PER RAIL MANU. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL PROVIDE EXTERIOR GRADE PAINT AS REOV OR AREAS EXCEED ONE SQUARE INCH. POWDER COATING II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE 57RE:NOTH OF 800 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. SOIL BEARING CAPACITY NOTE: _ COMPLL TED COVERED STRUCTURAL DEVON OF FOOTIN65 ASSUMES A SOIL PORCH BEARING CAPACITY OF 1.0 TONS/S.F. _ 4 0 0 FN- Z W 1'-1" p W II ® ® 4-2 m�r.. �N +: +: Z. W cl H ZU1< X °u' lu PROJECT: `flU.lUl MAX 4" BETWEEN EDGES OF <1" I-I/2" SQUARE= BALUSTER d l A5-BUILT OUN17 TION FLANAS-BUILT I RST FLOOR FLAN 11 cim J- (STYLE TO SELECT) D I V E L LO � SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" AJ-BUILT 51MP50N H2.5A HURRICANE RAILING POSTS FASTENED TIE (OR EQUAL) TO PECK/BAND/RIM JOISTS a BLOCKING w/51MP50N FA<57EN I NC SCHEDULE A 5DW5 TIMBER SCREWS AS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 j"x6" P.T. DECK BOARDS PER SIMP50N BULLETIN ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 305 HILL STREET "T-F-6RDPSTRL23" (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) MATTITUCK, NY 11952 pill .5"x11.8'15° T.J. LEVEL 2 FASTENER SPEC. FASTENER 5 PARALLAM PLUS PSL DESCRIPTION AND QUANTITY SPAGINC SISTERED TO (2) 2"x10" P.T. DRAWING TITLE: _ DROPPED BM. P4/:2 Rows OF FLOOR ERAMINO FOUNDATION & FLOOR PLANS P.T. D.J. AS "m 6ALV. BOLTS ® 12" O.G. DECK4BOARDS P.T. DECK JOISTS AS DESIGN DETAILS PER PLAN (w/WASHER $ NUT 4 NOTED ON PLANS BOLT-HOLES PREBORED) \ '11__� JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER JOIST FASTENING SCHEDULE IT, 5/4" x REOV BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END SIMPSON 6ALV. A04 HE16H7 P.T. RISER . . . ° EXIST. EXTERIOR POST GAP (OR EQUAL) __ _ _ _ _ 5HEATHIN6 BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END 5/4"x6" P.T. DECK BOARDS - �STRINOER 2"x BLOCKING ® EA. EXIST. SIDINGMATERIAL BLOCKING TO SILL or 5-I6d COMMON EACH BLOCKPAGE: TO MATCH SIZE BUILDING PAPER d HOUSE WRAP TOP PLATE (TOE-NAIL) SIMPSON 6ALV. ABU44Z _ OF P.T. DEGK JOISTS EXIST. STUD WALL TO FULLY OVERLAP FLASHING LEDGER STRIP TO BEAM (FACE-NAIL) 5-Ibd COMMON EACH JOIST ® 1 POST BASE (OR EQUAL) FASTEN STRINGER TO 6AP FOR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST BLOCKING (MIN. 6 DRAINAGE 5/4"xb" COMPOSITE FASTENERS) DEGKIN6 N.O.N. ON PLAN/ GRADE i" Z FLASHING SECTION/DETAILS) BAND JOIST TO JOIST(END-NAIL) 5-I66 COMMON PER JOIST 09 10"0 "50NOTUBE" FILLED 50LIM 11, a NUJ I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d DATE: 2023 COMMON I PER FOOT / / 2 OF 2 P41 P. GONG, (MIN. 4,000 PSI) IuI 4" THK. x 8" WIDE x WIDTH O.CI " P.TB T. T R111N6ER5 ®IV' rt OF STAIR P. CONC. PAM FLASH EA. STAIRWAY) DRIP EIDGE al Ij �" P.T. DECK JOIST NALL SHEATHING COUNTER AS PER PLAN SQUARE FOOT SF-22 FLASHING (2) #5 BENT REAR CONCRETE FOOTING FORM 2"x6" P.T. BLOCK IN BETWEEN = JOISTS AS PER PLAN FASTENED w/(2) (CENTER BETWEEN -� - EA. 5TRIN6ER. FASTENED TO `r 5/8" (P x 5" LONG HEAVY DUTY GAL. STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD I f FILLED SOLID w/P. GONG. O ALL DEGKIN6 SHALL BE FASTENED PARALLEL REBAR IN FTG) 1 (MIN. 4,000 PSI); INSTALL P. GONG. PAD w/ 19/64" x m w/COATED DEGKIN6 SCREWS BY LA6 BOLTS ® I6 O.G. INTO MUD SILL d METAL 6ALV. J015T HANGER I PER MANU. SPECS. 5-1/2" CONCRETE SCREWS BY t- RIM BD.;WHEN ® FOUND. WALL FASTEN GYPSUM WALLBOARD 5d COOLERS -7" EDGE / 10" FIELD "DECK MATE (OR EQUAL) I BY SIMPSON (OR EQUAL) ® GALIBURN (OR EQUAL) - MIN. w/(2) 5/5"41 x 5 LONG APPROVED (2) #5 HOR. REBAR UPON (2) I° (5) SCREWS PER BLOCK II EA. JOIST II MASONRY ANCHORS ® Ib O.G. #5 HOR REBAR (4 TOTAL) Ij Ip O MIN. °z" FLASHING FLOOR BHEATHINO (BUBFLOOR) 6RADE t r� EXIST. FOUNDATION IIALLJ:::�\� STRUCTURAL PANELS: I" or LESS: 8d COMMON 6" EDGE / 12" FIELD GREATER THAN I": IOd COMMON 6 EDGE / 12 FIELD EXTERIOR N0017 1� G1G h1=T I 2 EXTERIOR 1�1O0I7 5TH I R 17T I L1�51=R GON1�l1=GTI 01\1 DETAIL NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6 O.G. AT THE PANEL EDGE, e ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IB REDUCED. A-101.00 SCALE: 3/4" = 1'-O" A-101.00 SCALE: 3/4" = I'-O'I A-101.00 SCALE: I" = II'-O" 7 EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS 5HALL BE USED TO MAINTAIN THE LOAD PATH.