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HomeMy WebLinkAbout49740-Z .r o��S�1F0lk�o Town of Southold 10/9/2024 Gy< P.O.Box 1179 0 o _ -. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45504 Date: 8/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1600 Capt Kidd Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-2-42 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2023 pursuant to which Building Permit No. 49740 dated 9/20/2023 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"additions and alterations, central air conditioning, rear deck and outdoor shower,to existing single family dwelling as applied for. 10/9/2024 Corrected for Certificate of Occupancy number only. The certificate is issued to Pappas,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49740 8/27/2024 PLUMBERS CERTIFICATION DATED t oriz d ignature �o��g�EfOy Town of Southold 8/31/2024 A''33 P.O.Box 1179 o • .c 53095 Main Rd 4,o �ao�., Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45505 Date: 8/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1600 Capt Kidd Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-2-42 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2023 pursuant to which Building Permit No. 49740 dated 9/20/2023 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"additions and alterations, central air conditioning,rear deck and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Pappas,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49740 8/27/2024 PLUMBERS CERTIFICATION DATED Auth i ed 7 re ao�surtFol,��o ,. TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE y • �� 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#: 49740 Date: 9/20/2023 Permission is hereby granted to: Pappas,.Maria 1600 Capt Kidd Dr. Mattituck,-NY 11962 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1600.Capt Kidd Dr; Mattituck SCTM #473889 Sec/Block/Lot# 106.-2-42 Pursuant to application dated 8/26/2023 and approved by the Building Inspector. To expire on 3/21/2025. Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $727.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $777.20 1 Building Inspector SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 co Southold,NY 1 1 97 1-0959 Jamesh _southoldtownny.gov DUNT`l, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maria Pappas Address: 1600 Captain Kidd Drive city:Mattituck st: New York zip: 11952 Building Permit#: 49740 Section: 106 Block: 2 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 220 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 220 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: CENTRAL AIR/SMALL RENO Inspector Signature: Date: August 27, 2024 1600 captain kidd dr(1) OF SO(/tyO� # # TOWN- OF-SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND - [. ] UL'ATION/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: 0;444 C"A I Ef Y +Ntri11 I f#lf Ift.01 oil N DATE INSPECTOR OE SOUTyolo 17 1—t O I (!J w # # TOWN OF-SQUTHOLD: BUILDING DEPT. co 631-765-1802 INSPECTION [ ] 'FOUNDATION 1ST/ REBAR [ ] 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: DATE AM 12,q INSPECTOR SOUTyo� qq 7qo l600 6 fa Kc;ld otl # * TOWN OF SOUTHOLD B ILDING DEPT. COUrm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY. [ ] FIRE SAFETY INSPECTION, ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [tQ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tl DATE INSPECTOR A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 r Design + Build August 19, 2024 Monda Residence 1600 Captain Kidd Drive Mattituck, NY 11952 Tax map#1000-106-02-42 To Whom It May Concern, Based on my inspection at the above address, both the foundation, framing, and strapping for the deck and small rear addition are adequate to meet the standards at the time the structures were built. The insulation at the rear addition meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP D CCE0VE � r AUG 2 2024 °' ,` �,��y�T✓ fret' t_.F' "`'. 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Fa, r. � �� ; �` ,, �� ^; J' //l �j.. / "I � �� I �, � f p� z � ' ! �", I x. `t y�• �� r ' � ir4 _ -_ _ �;^ �/ -__ _ /'`h i i � f i i e _ �- �., ' '� '�; �i -, � � - - c�� _, �_...� _ _"yRY,, � `±tom" ---------.-�._._�,__ __ ,. � --- ---- _ _. x.�e a J 1 i /0 : •l.ir , t y. �i - . •fir.• `_ "��, > ,..,.•�.- r=�w Nl V v- �•1_..,••war•' � �' •t + s s ,�t: 'fie,��`•,�s,� �,�;,>�"t'�►'' �; •a �"i�`r� r �� .t °. ��Q� FFac t�oGy 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://www.southoldtownn.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: AUG Applications and forms must be filled out in their entirety.Incomplete, �uCJ Building Department applications will'not be accepted'. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:08/23/23 OWNERS)OF PROPERTY:. Name:Maria Monda SCTM# 1000-106-02-42 Project Address: 1600 Captain Kidd Drive, Mattituck Phone#:917 331 8174 Email:nutz4pt2@aol�com Mailing Address:1600 Captain Kidd Drive,Mattituck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO BOX 152, Mattituck Phone#:631 603 9092_ Emall`bepperson@amparchitectxom DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152,_Mattituck Phone#:631 603 9092 Email:a ortillo am architect.com _p @ _p -CONTRACTOR-INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION , ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other AS-Built Addition $N/A Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes iiNo 1 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 this property? ❑Yes gNo IF YES, PROVIDE A COPY. B Check.Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and,regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are, punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ' saroli I Application Submitte rint name)•A Architecture BAuthorized Agent ❑Owner Signature of App (cant: Date: 08/23/23 STATE OF NEW YORK) COUNTY OF 21&l)L ) aQ,'lX 6010b-f 1 G being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) /above named, na n (S)he is the 1'1I I {R � 11�kfa C� (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-� . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County day of 120 q?3 I Commission Expires 01/13/20 I2-7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Maria Monda residing at 1600 Captain Kidd Drive Mattituck do hereby authorize AMP Architecture to apply on my behalf to the Town of Southol Building Department for approval as described herein. 08/23/23 Owner's Signature Date Maria Monda Print Owner's Name 2 JUL - 2024 BV NG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N BUMDINGDToowrn Hall Annex - 54375 Main Road - PO Box 1179 ® Q, ; F S Southold, New York 11971-0959 �4. ao�.'ff --feTephone (631) 765-1802 - FAX (631) 765-9502 iamesh(@-southoldtownny.gov - seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: '� t Company Name: OW 1i(Ck I O Q V1 Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: mav1 (& yv0(/l Address: 0 d Cross Street: Phone No.: Bldg.Permit#: email: U+l-,+ +a@ao1.CIDM Tax Map Dis&O , 1000 Section: D(o Block: - dL Lot: - 2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE ( a Ce Print early): CZ4N�� � it � g��c.� �`�!/1-0 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H-Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION r CC �Od� Ff r'` 4S�FF0(k p" JUL - 1 2024 BU NG DEPARTMENT- Electrical Inspector �o Gy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 N z BLJIL DIIOTG DEFT. Southold, New York 11971-0959, " e1ephone (631) 765-1802 - FAX (631) 765-9502 jamesh cDsoutholdtownny.gov seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 1-1 FCz O ✓1 Electrician's Name: License No.:', Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Mri o G& 1m0(/l Address: 1D d a'' U!4G�, i+ Cross Street: Phone No.: (13k 11 , Dj� -91 -1 BIdg.Permit#: fq,l 40 email: Y) ?+ I C o Co Tax Map Disfrict: 1000 Section: tU & Block: - dL Lot: - 2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Ple e Print C early): /� K Cb4KcLA ct it gnn#JA Y�N Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) $ Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW - :. Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower ACC 6' A Hood Blower Service Amps Have Used Sub Amps Have Used Comments teu PG. AAW IMF%n LL Ll J Cu CY) < a-' tV 1Y C Lr) CT0 PRO,JEST SC�OFE : >: Z PA(5E KEG : 0 .� � o Cu - AS-BUILT REAR WOOD DECK 0 0 0 .- N �-QQ � ,QQ PROJECT LOCATION & SCOPE � oo m *z; � - AS-9UI LT REAR ADDITION SITE PLAN & ZONING DATA Cu O LO Cu - AS-BUILT WOOD 5URN I NC STOVE a a: o - AS-BUILT WINDOWS, AC UNIT, ELECTRIC METER PAN (5-002 .QQ GENERAL NOTES ENERGY TABLE W F RO,�E C T DATA : STRUCTURAL DESIGN CHARTS (5-005•QQ HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS _j_J PROJECT / ZON I NC DATA NTI°26'Oo"E - - FASTENING SCHEDULE U F7- ZONING DISTRICT R-40 NO ---, -----�F_����.-�" ��._��.- -'100.0' _.-. . TAX MAP # 1000-106-2-42 nn 11 i W r -00�•00 FRAMING GRAPHICS -Ii.-j M r BEAM CONNECTION PATTERNS LLl r r -- O I i r LOT AREA 0.3 ACRES m I o f1 �- _ _ FIREBLOCKING DETAILS z I � f GofO - A Z-2353;DDITION TO RESIDENCE OI/20/1966 - r = FOUNDATION PLAN U GofO - STORAGE SHED Z-257&6; 02/0-1/19-14 FIRST FLOOR PLAN I; EXIST. 10'xIO' E:F:F-:MA7FLOOP ZONE X • CONCRETE SLAB ® I Q ' ^ 1 GRADE r (J J r As20 1 .QQ EXTERIOR ELEVATIONS AftQ� 1 r a f LOT COVERAGE BUILDING SECTION Q SOUTHOLD TOWN CODE §280-124(B) DESIGN DETAILS I fl DESCRIPTION (FOOTPRINT) AREA COVERAGE r TOTAL LOT AREA II 11,865.9 S.F. EXISTING RESIDENCE 1,068.E S.F. q.0/ r II EXISTING COVERED PORCH 50.2 S.F. 0.3% r fAS-BUILT WOOD DECK 309.3 S.F. 2.6% r � r r TOTAL ri ES 14 REA OF ALL STRUCTURE S.F. II.C1% - 1 AS-BUILT ADDITION r I fl MAXIMUM LOT COVERAGE ALLOWED: 20% EXI T. BILGO DOORS - r I TO BASEMENT CHAIN LII NK r AS-BUILT OUTDOOR FENCE r r: I WD. DECK SHOWER ZONING REOULATI ON5 MAIN BU I LD I NC II G TE DO BLE GATE — rl � �, ��,�- � ` r O SOUTHOLD TOWN GODS §280-124(G) EXIST. PROPOSED COMPLIES PRIMARY FRONT 55.0' 35.0' 55.0' YES Z YARD - EXISTING SECONDARY 20.0' 57.1' 5-7.1' YES HD. FRAME I W FRONT YARD /G UNIT ON G 1�IC. DWELLING EXISTING N ASPHALT SIDE YARD 10.0' 15.8' 15.8' YES z \ DRIVEWAY REAR YARD "' SETBACK 35.0' 60.5' 46.5' YES o 5-1.11 JRPPflQ ED At go' \ SOUTHOLD TOWN CODE 2&0-207 (A)(1) DATE:_ U B.P.# - O — - ----- --- 11,865.Q REA IN S.F. I,b65A S.F. BY: ui EXIST. COVERED \ O I f in E0XCE515 OFAIO,000 S.F. N - -- ---- ALLOOFA WABLE - TOTAL FEE NOTIFle'Rl.?ILCJlp{�p( PAR Q PORCH \ EXIST. OVERHEAD m (b) LOTS CONTAINING UP TO 3,350 S.F. 631 7f,a-i8r, R tiiENTAT o 2 t3AM TO 4PM FOR THE HIRES ° ui 0 20,000 S.F.. _ MAX. �' N,!'ECT!n ,S: PROJECT: \ tr ALLOWABLE S.F. / PLUS 1• 71J�C1h}lQ:,). C�`O �, ,. •_D 12.5% OF EXCESS LOT 2,100.0 S.F. 233.2 S.F. 2,555.2 S.F. 1,068.5 S.F. F t�ri#'OUC?Fib i'QNt �. STONE WALK \ AREA OVER 10,000 S.F. - CH-F' . 3. R ;,�I►�� IVI 0 N DA \ 3. u 4. \ RUCTION N AS-BUILT m \ R. �'� SHALL MEET THE S C;' -it:lcof)cS OF NEW -- Yi. rra rEr ORsoR 1600 CAPTAIN KIDD DR.; EoR MATTITUCK, NY 11952 COMPLY WITH ALL CODES OF y NEW YORK STATE & TOWN CODES DRAWING TITLE: 'L I' AS REQUIRED AND CONDITIONS OF 3 sT►°26'oo"w — — — — — _ }{Q PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA ` !?JNING BOARD EXIST. BELGIAN �ELV. c12' BLOCK APRON — � RUSTEE$ PAGE: OCCUPANCY OR G A P TA I N iG l DD D R I YE USE _ USE IS UNLAWFUL � WITHOUT CERTIFICATE \\ OF OCCUPANCY DATE: 08/23/23 1 OF 6 01 tk ELECTRICAL INSPECTIO,J REQUIRED � P-D A + ' 51TE LAYOUT NOTES. CJ , 1. THI5 IS AN ARCHITECT'S SITE PLAN d ISIELIMMI �� �� SUBJECT TO VERIFICATION BY A LICENSED ,' — SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE O ARCHITECT'S BEST OF KNOWLEDGE. — — — — Additional 2. SURVEY INFORMATION WAS OBTAINED AVERAGE GRADE FROM A SURVEY DATED APRIL 1-7, 1958 Certification 10 74 � FRONT ELEVATION (SOUTH) V-1v Be Required, rfi� � p FLAN r SITE I- � - SCALE: I" = 10'-O" SCALE: 1" = 10'-0" CARPENTRY Q.. - --\ / - 1. ALL LUMBER SHALL BE DOUCLA5 FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS B B V I T I®I�l NOTES SPEC I F I GAT I ONS OTHERWISE NOTED. FOUNDATION, CONCRETE, AND MASONRY WOOD FRAMING MATERIAL STANDARDS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOGUhT_NT BINDER I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE _ TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION J SPECIFICATIONS,AND BE FAMILIARIZED WITk THE PLANS PRIOR TO WCRK 8" MIN. FOUNDATION EXPOSURE. SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING _ _ THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIORCL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR l Q SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT GENERAL PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) 0 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - LLJ 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/SQ. FT.,U.O.N. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM ,[MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR COUNCIL'S WOOD FRAME GONSTRUGTION MANUAL AND THI5 P5 FORMAT, AS _.-- J CD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM OTHERWISE NOTED Q �+ N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, '- � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN SOT. I[BOTTOM MEGH. - � MECHANICAL FLOORS, ROOFS, AND WALLS. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM l O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING I5 IN PLACE. RULES SPECIFIED IN 1.1 THROUGH lb. - � � � U.O.N. G.J. I CEILING JOIST NAVD88 1 NORTH AMERIGAN VERTICAL DATUM OF IQ88 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY ALL BEAMS GIRDERS ETC TO HAVE MIN OF 3-I/2" BEARING T FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, �. , , . . OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED (COL. COLUMN 1 NYG BG NEW PORK CITY BUILDING CODE N 0i 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY -Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. CONT. CONTINUOUS O.G. ON CENTER •cam V SOLID WITH CONCRETE. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE __ �� G x N SHALL BE CLARIFIED WITH THE ARGHITECT/EN.OINEER BEFORE PROCEEDING °i. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. DOUBLE Co.00CCUPANCY O O WITH THE WORK. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR __ _ m � 6 P.T. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE -� O �' L0 DFE - DESIGN FLOOD ELEVATION 1 PBFE PRELIMINARY BASE FLOOD ELEVATION 1 N 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 REQUIREMENTS OF U.S. DEPARTMENT HI COMMERCE P520-9H 4✓ C6 UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ___ C O ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND DAYS OF 4,000 P.S.I.,U.O.N. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG POURED CONCRETE Q '- a O -I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 11. GONG. SLAE35 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED PLATE BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. PL. APPLICABLE. b MIL. POLYETHYLENE VAPOR BARRIER UNDER TIMBERS. DECK JOISTS �[ �� 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA. f EACH PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PAGE G-005 AND GLUED, U.O.N. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. [ELEVATION P.T. PRESSURE TREATED 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING _ 10. OWNER/Bl11LDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR (1) WALL TIE PER (5) 50. FT. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EQUIP. EQUIPMENT REOV REQUIRED APPROVED EQUAL. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE -- -II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA - 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EVALUATION REPORT. EXIST. EXISTING RI RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED W UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. l EXTERIOR RM. ROOM 4-J PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS FROM FOOTING TO 2" ABOVE FINISH GRADE. - - -- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE - � R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 16. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL r-OMP051TE LUMBER PRODUCTS, THI5 DOCUMEN, THE 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE OF 40"F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENCINEER. NO GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN GERTIFI<:ATE OF OCCUPANCY. G-004. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. --- - F.A.V. II FRESH AIR VENT S.V. SMART VENT I --1-J W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 1.5. PREFABRICATED WOOD 71RU55ES: ASSEMBLIES USING PREFABRICATED ARCHITECT/ ENGINEER. WOOD TRUSSES SHALL MEET THE PROVI510N5 OF THI5 DOCUMENT, THE FF FINISHED FLOOR - TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 -�- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. I&. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND SET FORTH IN ANSI/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION �MP GL � TEMPERED GLAS5 BROOM GLEAN. WHERE EVER APPLICABLE. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, I5. THE CONTRACTOR SHALL CARRY WORKM��N'S COMPENSATION AND GENERAL 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OR THE MANUFACTURER'S GODS EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK U GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB IQ. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE To BE A -- - LIABILITY INSURANCE. ALL SHALL COMPLY NJITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. WALLBOARD, ASTM C51 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-Ici FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-ONTRACTTORS FOR A PERIOD OF NT LEAST ONE YEAR AFTER AS PER PAGE &-003. SPECIFICATION FOR GYPSUM SHEATHING BOARD. --- �I _ _ ` •rr nn COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. -- FRAME TYF'. _J[TYPIGAL V J 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" I.1. HARDBOARD; HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL -- I"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR CUTTING OCCURS, FIELD DEEP d 3'-0" BELOW GRADE. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF FRPR. 1 FIREPROOF 1 ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ANSI/AHA AL35.b HARDBOARD SIDING. _____ U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD FTC. -] FOOTING VERT. VERTICAL ATTORNEYS FEES AR151NG OUT OF OR RE5ULTIN& FROM THE PERFORMANCE OF A55ORE35 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, L8 STRUCTURAL PANELS: --- -- - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD l MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, MECHANICAL CONNECTIONS: I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - _ ado IS ATTRIBUTABLE T BODILY INJURY,TANGIBLE PROPERTY DISEASE HE DEATH HE TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PF:OF'ERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMP50N" MAY BE INDUSTRIAL PLYWOOD,U.S. DEPARTMENT COMMERCE VOLUNTARY HDR HEADER Na WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR -°- EMPLOYED B ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEU5ER TRUS JOIST 2.OE MIGROLLAM LVL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE IHNGR HANGER �� ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART H A B. 6EORGIA PACIFIC 2.0E 6-P LAM LVL BY "SIMPSON" MANUFACTURER. EVALUATION REPORTS. - PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: HOR. HORIZONTAL A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE KITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, STANDARD FOR W000-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED APPLICABLE CODE EVALUATION REPORTS. I -AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. AUTHORIZATION OF THE ARCHITECT/ENGINEER.. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL INSULATION 4 FENESTRATION REOU I REMENTS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY - - 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REOUIREEMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COMPONENT VALUE CITATION (PER 2020 NYSECCC) COMPLIES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ARCHITECT FIBERBOARD OR ASTM G208 STANDARD SPECIFIr-ATION FOR U-VALUE = 0.25 MAX.U-VALUE = 0.52 CELLULOSIC FIBER INSULATING BOARD. FENESTRATION U-VALUE LEAK-ACE AIR LEAAGE = 0.50 GFM/5F YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM AIR LEAKAGE = 0.30 GFM/SF PER R4024.3 it TABLE R402.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S -___- SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE STUD LENGTH SHALL NOT EXCEED 25`% OF THE ACTUAL DEPTH. BORED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIN. TABLE-VALUE = 49 CEILING R-VALUE R-49 GATT INSULATION YES22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 4o% OF THE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PER TABLE R4o2.12-CLIMATE ZONE 4 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT or-OUR IN THE SAME GROSS-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR Wxb")WOOD R-21 BATT INSULATION MIN.R-VALUE = 20(CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. FRAME WALL R-VALUE PER TABLE R402.1.2-CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE UE = I9 I ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED CONTRACTORS ATTENTION IS DIRECTED To THE APPLICABLE DETAILS, .INSULATION WITH FOIL FACED 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FLOOR R-VALUE MIN R-VAL 1�M-50 BATT INSULATION 2-CLIMATE ZONE 4 YES NOTES, AND TABLES ON PAGE 0-005 8 0-004. THE FASTENING SCHEDULE CONFORM To THE.STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. PER TABLE R402.1 GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. -- - -_ __J RD FOR HURRICANE RESISTANT RESIDENTIAL FOIL TO BE PLACED TOWARD WARM SIDE. COMPLIANCE STATEMENT: ADAPTED FROM STANDA SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN H CONSTRUCTION;557D IO-99 AND 2015 SBG HIGH WIND EDITION WORD FRAME SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION HEX BOLTS AND SCREWS(INCH SERIES). COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE 1,6I146 CHAPTER 4[RE]. Z CONSTRUCTION SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 3 MANU. SPEG.'s). WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY w I. A CONTINUOUS LOAD PATH BETWEEN & FOUNDATION WALLS, HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 2•2•2• LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUD SHALL S AND ROOF FRAMING SHALL BEE PROVIDED. FOUNDATION WATERPROOFING. A5ME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN SEARING AS FOLLOWS: 0 INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH BUILDING ODE,MANUFACTURERS RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. - 9" R-50 FOR FLAT CEILINGS SHALL MEET THE REQUIREMENTS OF ANSVTPI I NATIONAL DESIGN Eli WALL w/STEEL SHIMS d A MIN. 5/4 OF NON-SHRINK GROUT. - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSEDSECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENT5 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY - 5.25" R-21 FOR 2"xb' WALL CONSTRUCTION A5 SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" - 5.25" R-21 FOR FLOORS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, -- -- Q SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ GRADE 33 STEEL SHALL BE USED.OTHER METAL CONNECTORS SHALL TABLE RSO 1.-1 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIG 4 OEOORAPHIC DESIGN CRITERIA, GLASS WINDOWS AND DOORS ADDITIONAL REQUIREMENTS ,AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4"BENT PLATE 8' LONG CODE EVALUATION REPORTS. -- -- w/6" RISE d w/(2) 3/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEC5 I. ALL OLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb'T STANDARD -- GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE M O N DA LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF CLEARANCES ARE PROVIDED. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND5TAPLE5: PNEUMATIC NAILS AND 5TAPLE5 - - 3. ALL SLIDING NILA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED SHALL MEET THE REOUIREMENT5 OF THE 60VERNIN6 BUILDING CODE RAFTERS HAVING SLOPE5 GREATER THEN 3/12 EXPOSURE CATEGORY g -BUILT b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. WITHIN IS' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS,ASPHALT ROOFING SHINGLES UNLESS OTHERWISE NOTED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 'T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SHINGLES OR APPROVED EQUAL. 4. ALL 6LA55 UNITS SHALLBE INSTALLED IN STRICT ACCORDANCE WITH IV' WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER'S SPECIFICATIONS. TIONS. 2.2.1. 50REW5: 5GREWS SHALL COMPLY WITH ANSI/A5ME B 18.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 8. SILL PLATE TO FOUNDATION ANCHORAGE:;SILL PLATE SHALL BE ANCHORED 2• SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE WOOD56REKS (INCH SERIES). WEATHERING SEVERE 1600 CAPTAIN KIDD DR. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF J" AND 3 x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL FLOORS 8 PLASTERED CEILINGS L/360 MATTITUCK NY 11952 „ ENERGY CONSERVATION CONSTRUCTION CODE. FROST LINE DEPTH 3-O t PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR LINE. d 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MA50NRY 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE. LOCATED WITHIN 12" OR CORNERS CONSTRUCTION. ELECTRICAL: DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S S• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL TO 201-7 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE ICE BARRIER REQUIRED YES GENERAL NOTES ENERGY CONSERVATION CONSTRUCTION GORE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SPECIFICATIONS. GORES AND REFERENCE STANDARD: 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS ENERGY TABLE I. ALL NEW WORK PER SHALL CONFORM TO THE 2020 NEW YORK 5. NAILING OF ROOFING SHALL BE TO CODE. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 COMPLETION OF WORK. _ STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK b. CORROSION RESISTANT II GAGE ROOFING NAILS AND lb GAGE STAPLES ARE q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - STATE ENERGY CONSERVATION CONSTRUCTION CODE. PERMITTED ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - GENERALLY,VERIFY OR PROVIDE HARD WIRED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SMOKE DETECTORS w/BATTERY BACK-UP IN: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2:12 PITCHES TO 4:12 PITCHES CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, STRUCTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND E&RE55 A. EACH SLEEPING ROOM (AFbPA) AMERIGAN WOOD COUNCIL (AWG). 8. ASPHALT SHINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF REQUIREMENTS. B. OUTSIDE OF EACH SEPARATE SLEEPING THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE AREA IN THE IMMEDIATEVIGINITY OF USE LIVE LOAD DEAD LOAD -002mOO PLUMBING CODE. TEMPERED 6LA55. THE BEDROOMS (GENERALLY THE HALLWAY) - - - - - 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE C. EVERY LEVEL OF DWELLING EXTERIOR BALCONIES 40 psf 15 psf il. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDB�ORNE DEBRIS. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) M15SILE TEST OF ASTM EI9cib AND ASTM E188b AS MODIFIED BY 2020 NYS BG DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET - DATE: 08/23/23 2 OF 6 CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION THE REQUIREMENT5 OF AN APPROVED IMPACT-RE515TANT STANDARD OR PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN CONSTRUCTION CODE. AN51/DA5MA 115. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf � PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE p p R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT C'J CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED SLEEPING ROOMS 30 psf 15 psf ON THE BUILDING. A- < O STAIRS 40 psf 15 psf GUARDRAILS AND HANDRAILS 200 psf 15 psf �f1 �_ d - 12 psf FOR ATTIC �9r�Q � ROOF LOADING (LIVE - GROUND SNOW LOAD) 25 psf I5 psf FOR OATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE "1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOEDOWN DETAILS T`'F I r_.,A�-- NA I Ls I NG/STRAFF I NO R OU I REMENTS FOR FASTENING SCHEDULE A - ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER UFL= I FT/ SHEAR, � L=A i RALs W I I `lD RES I STA ` CCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q "ALL 5TRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LLI FUSE IOd NAILS IF STRAPPING I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC. 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J F cu ASTENER SPEC. FASTENER HOLDOWN A HOLDOWN B CONNECTION A DESCRIPTION AND QUANTITY 5PAGING Q � N NAIL,< IN0 GRID c L0 FOR NE O '— W k EXIST. ROOF CEILING FRAMING w FOUNDATIONS AT RAFTER TO RIDGE n _ _0 } 0 I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd CONNECTION: COMMON NAIL w/o PREBORED HOLES. -1--' ENDWALL ENDWALL Yr!— - ' :2. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER z 0 (5) 2x FULL (5) 2x FULL CORNER STUD �r FOR STRAP - 3 8 d COMMON R.R. SE�0E IS ASSUMED TO BE OF,#2 d BTR. IN DRY USE 0 C � Y i HEIGHT STUD CORNER STUD HEIGHT STUD ONNECTED TO 2„ CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST "� L0 TRANSFER SHEAR NAILS EA. END OF STRAP. � 2 x cm ONNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR �ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP O O "SIMPSON" HDQS € FOR ROOF SLOPES UNDER 5:12 WITH • • • • HOLES,SET NEW MEMBER. HOLDOWN ANCHOR ® 2-I6d COMMON _ ROOF SPANS OF 24' OR GREATER, • • • • • • m 2-16d COMMON LOCATIONS NOTED NAILS ® 6" O.G. d • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Ln NAILS 0 6' O.G. # ON PLANS loll O.G. IF BLOGKE USE 4 & d COMMON NAILS ® EA. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) q-Ibd COMMON EACH LAP C O O O" O.G. IF BLOCKED CORNER POST - END OF STRAP. C.J C.TIES �' 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO Q r, CORNER POST ^ T6�T IC BEL�WT E END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE THE ABOVE ASSUMES A RAFTER "SIMPSON" HDQS SPACING OF I6" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOEDOWN ANCHOR „ SECTION 12.4-PLACEMENT OF NAILS S SPIKES d TABLE OF 24 O.G., INCREASE NAILING BY A GR 4-I. LOCATIONSo - ° d FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ON PLANS e d ° CONNECTION BI a B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING GONNECTI ON: HOLDOWN INSTALLATION OPTIONS: FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. 1.-- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/8"4) THREADED ROD o•V • • END OF STRAP. . . U • • • s� WHEN IN TOWN OF ISLIP OR NAILING ( % • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s GEOMETRY EXCEEDS THAT PERMITTED IN ' 7/b"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO �^'�, • • NOTE GONGRETE w/ "SIMP50N" SET (HIGH STRENGTH EPDXY -----� �. �I MAX. NAILING GRID ABOVE UTILIZE l'J • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. i ADHESIVE) S FOR TEMP.'S O°F-40°F USE "SIMPSON' AT I SIMPSON #H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGESylu • r . FOR TOENAILIN6 - 3 8 d COMMON NAILS �'` FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME 5 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN CONNECTION """ -- _ FOR G.J. TO R.R. - IIb d COMMON NAILS w/7/5"(P THREADED ROD REQUIREMENTS FOR `"' -- • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s(WHEN --�' AT G.J. TO G.J. GONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON I,2 PER FOOT U FOR EA. PLATE TO STUD ABOVE 4 OR BELOW APPLICABLE) HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - q FLOOR FRAMING I6 d COMMON NAILS — � •(_� FOR NEW 4 EXIST. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST n 1 FOUNDATIONS FOR NEWLY POURED CONNECTION C G2 FOUNDATION ® ONE STORY ONLY ZT" : (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q HEIGHT STUD CORNER STUD ONNEGTED TO o BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY o "SIMPSON" HDQS HOLDOWN ANCHOR ® 2-Ibd COMMON HE)IGFfT STUD TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST ° 1 _ FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d CCNMCN `•: BELO - 2 I6 d COMMON NAILS NAILS ® " O. � ••��• W BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ROOF SHEATHING e d STRUCTURAL PANELS: SOLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD "SIMPSON" s14 CONNECTION DI $ D2 BLOCKING PERIMETER EDGE ZONE Sd COMMON b" EDGE /b" FIEL'17 a g HOLDOWN INSTALLATION OPTIONS_ • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s �r.,�.--••''"-� • ----- - HOLDOWN CAST IN PLACE w/7/5"m THREADED ROD -�'""r : PL STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING FOR EXIST. P. GONG. OR NEWILY GURRED FOUND.'s 7/5"-P THREADED ROD (FIRE-DRILLED) EMBEDDED 12" INTO PLATE(Sa CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FR M N• € `E GYPSUM WALLBOARD 5d COOLERS 7" EDGE / loll FIELD ADHESIVE), S FOR TEMP.'S O°F-40°F USE "SIMPSON" AT (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER � FOR STRAP - 3 8 d* COMMON NAILS ® EA. ! SPECIFIED ON D I �'� ° • END OF STRAP (WRAP STRAP UNDER SILL PL.) N € WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE b OR BELOW - w/7/5"(P THREADED ROD ° 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ' STRAP w/(3) 5d COOLERS 7" EDGE / loll FIELD t2 e e ^ Sd NAILS m EA.END — Z NA I La I NG/STRAFF I NO 0 Val I NDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL)® PLATFORM TO SILL PLATES ^^- OF EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE O SIMPSON H2.5A) V NOTATION: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING(2015 WFGM,TABLE 3.7,P.OCT);WHEN STRAPP NO CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMPSON 0516 STRAPPING(OR EQUAL). f�J�- -ter~ • GREATER THAN I": 0 or LESS: COMMON b" EDGE / 12" FIELD 1Od B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 5.25B, P. ql) COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KIN&STUDS® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.250,P. 2q ; • ALTERNATE AS PER TABLE 3.23D,P. 21q3) t '" I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE.. W A —D D •- NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2018 WFGM,TABLE 5.7,P. Ocl) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER —G E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2015 WFGM,TABLE 5.22F,F. 25a) ! ° ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL $E DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE ti °° d ° °d ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOE5 NOT APPLY TO DOORS) (200 WFGM,TABLE 5.8,P. Iql) ,K ° °° ° ° ° d ° °d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. -- 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH M 0 N DA 1� d� ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS `^-- ` ° ° d ° $° FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) .."`^-0 2 16 d COMMON NAILS -BUILT A NOTATION ROUGH A B G D E F G S I GNAGE FOR TRUSS TYPE PRE—ENGINEERED WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 516NAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED MOO CAPTAIN KIDD DR. 2'-0" 3 I I I 1 I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 /' �" p� RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR Sf Ls I C/ I NG OF I O� �LsA I A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 6 I 2 2 2 2 G B E ENDWALL AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xlO" HDR (MIN.) U.O.N. b'-O" q I 3 3 3 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb' (MIN.) TOP PLATE — -- - - - BLOCKING 2 FOR RAKES O OR N, ANCHOR BOLT LESS 12 2 3 4 4 4 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING® I�2"VID O.GE CONSTRUCTION TYPE DESIGNATION SHALL '-�T' FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES B8G - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I", "11", "111", "►V", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 10'-O" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 16 2 5 6 6 6 BUILDING MINIMUM SPLICE'��` BUILDING MINIMUM SPLICE''` THE NY5 Br-,. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" .2--0"/2-6- 12'-O" 3'-O' OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, /- i� BOLT 2 "� T ib'-o° 3'-O"/3'-q° 16'-0" 4,�„ ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO A N G H O R B O L I S F E� I G A I ( O N S H 11 11, CONSTRUCTION AS FOLLOWS: 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" ``'` - "F" = FLOOR FRAMING, INCLUDING BLOGKiN& 2 BAYS GIRDERS $ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 8 5.25, P. I5-7-160) BACK* 4'-0"O.G. CORNER gq• 24'-0" 4'-0"/5'-0' 24-0' b'-o' j - "R" = ROOF FRAMING CONDITION FOR ALL STRUCTURES: - - "FR" = FLOOR ROOF FRAMING DATE: 08/23/23 3 OF 6 • 5/8"(P ANCHOR BOLTS ® 3q" O.G. 28'-O" -O" -I'-O" J 32'-0" b'-O"/`I'-6" 52'-0" SECOND FLOOR A N T W a 36'-0" 'T'-O"/b'-q" 3b'-O.. • NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-O" 40'-0" I1.-0., `�� P I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER of NAILS BLOCKING 2 BAYS BACK® 4'-O" O.G. "' O� d �0 w/ 3" SQUARE WASHERS AND END NUT SETUP; C'� .. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED SO'-D° IO'-O°/12'-6° 5O'-O° 13'-O" � CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. B FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE 1 <O = TOP TWO GOURSES SOLID ry 3.TABULATED SPLICE LENGTHS ARE B Sd NAILS EA.END ON 8 FOOT WALL bO'-O" I2'-O"/I5'-O" bO'-O" Ib'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT * r LATERAL LOADS SHALL BE MULTIPLIED BY 14/8; FIRST FLOOR PLAN DIAGRAM OF ZONES (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): OR REPLACED BY HOLD DOWNS FOR 5 E FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 70-O' Iq-O" �9 Q��� �O LTS ARE TO BE BETINEEN 6" $ 12" 3 FANCHOR ROM ENDS AND CORNERS (TWO ® CORNERS) gO�LLMIN. 125LIGE LENGTH BY THE FOLLOWING FACTOR —80'-0 I6-O 80-O 22'-O K, (SEE DIAGRAM TO LEFT) „ BLOCKING 2 BAYS WHITE Io'WALL- 125 REFLECTIVE REFLECTIVE O F N�Vv II'WALL- 1.575 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. RED PANTONE 12'WALL- 1.5 FOR 10'-0"WALL #187 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT—UP C I RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG2'D FOR FRAMER TO HAVE A REBLOGK I NO FOR FL ATFOR1" HOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE -- - -- - ASSEMBLY REauIRENENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 t 1/4 OF A W < PATTERN WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL - THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.32" LOCATED BETWEEN QNE SIXTH AND ONE QUARTER AS FIRE-STOPPIN6. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS 012"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE W STUD B (3)ROWS IOd NAILS 6 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J u STUDS P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPIN6. SUBFLOOR (2)Rows 1/2" m BOLTS O 12"O.G.STAGGERED; I JOINTED ON THE SANE SIDE OF THE SUPPORT. Q N J 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE � � L.f) /SUBFLOOR G DBL.o ENDS BUILT UP 61RDER P MAX.52" PLATE SERVE AS FIRESTOPPING. " m SOLE PLATE (2)ROW5 1/2" m BOLTS® Ib"O.G. NAILING: TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ .-- 0 D O SOLE PLATE 51DE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. >: E (2)ROWS 1/2" m BOLTS® 24"O.G. 4-J BETWEEN 1/6 EACH PIECE, OTHERS 5TAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 1` z (2)ROWS 3-3/8"TRUSSLOCK SCREWS O IV O.C. d 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL 0 C N O F OR OF NONCOM-BUSTIBLE FILL. •� t I SGREVED ON(I)SIDE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH �' (2)ROWS 3-5/8"TRUSSLOCK SCREWS O 16"O.G. 1 SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE - X V � SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 (2)ROWS 3-3/8"TRUSSLOCK SCREWS m 24"O.G. JOIISTS(SERVE OF FIRESTOPPI GIN6 PLACED BETWEEN O O 0 4 N H P BETWEEN NAILS IN A HORIZONTAL LINE. __ m C� JOIST SCREWED ON(I)SIDE OF MEMBER -O O �-� r— THREE-PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND � (V a--+ MAXIMUM OFFSET J (2)ROW5 5'TRUSSLOCK SCREWS O 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C 0 co SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O a c O JOIST DEPTH,d -_- - _-_ _._ P G MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w, TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. r- (2)ROWS 5"TRUSSLOCK SCREW5 O I6"O.G. FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER BLOCKING - -- OTHERS STAGGERED W/ A DISTANCE OF NOT MORE � 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32° O.G. STUD (2)ROWS 5"TRUSSLOCK 5GREW5 O 24"O.G. BETWEEN 1/6 �SCREWED ON BOTH 51DE OF MEMBER 4 I/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. � q.TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL DOUBLE PLATE � p. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS ST ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n 1 NOTE CANTILEVERED FLOOR If I L I NO BRAG I NO 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED N/ 20d NAILS AS SPECIFIED STRINGER To SERVE AS FIRESTOPPING. VJ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. — IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10"OR LARSER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5CREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 50LE PLATE 2"x4" CONTINUOUS GABLE END P MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 4—J SUBFLOOR -�55 / THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE® 6'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE v JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 �I �I �/( PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON W I `t A l l I N/^ FATTER 1 `l S FOR SIDE LOADED B E A I " I S 00 . FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING To CHIMNEY FACES, WILL SERVE IO)Sd j� �/ -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. 4-J m NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING FIRE- FIRE- i STOPPING 9TOPPIN6 SOLE MULTIPLE-PIECE MEMBERS rm r l JOIST * Sd COOLER NAILS® 10"O.C. NAILED' �� BOLTED' I I I I I I V VERTICAL BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd s ROWS Ibd 2 ROwsJS' 2 ROW5J4' 2 ROWSY2" FIRESTOPPIN6 WHEN w/(4) IOd NAILS COMMON COMMON BOLTS•24' n BOLTS BOLTS O 12.O.G. O 12'O.G. O.G.STAGGERED O 12"O.G. O b'O.G. COVERING IS APPLIED 20 a.5TRAP -- TO UNDERSIDE OF ■�� g TWO ROWS 12"O.G. THREE ROWS I2"O.G. STUD Ts i GYPSUM BOARD LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 I,II III, DOUBLE PLATE * 5d 0001FIR NAILS® 10"O.G. (10) Sd NAIL BEAM SELECTION W/ STD. NAILING ° ° ° ° o ° NOTE: ENDWALL STUD AS NOTED IN NOTES '7 4 8 ° ° ° ° W S NONCOMBUSTIBLE ALTERNATEom JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR U5E OF DRYWALL SCREWS SOLE HOOD LOCATION OVER STUDS,UNLESS TOP PLATE 15 4" m EDGE/12"® FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPING OF 61RDER Q DESIGNED TO CARRY THE LOAD SCREWS#b- V4" TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FILL i9 INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. C O O D @ CD n OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY 12•. O © n O O O O a \' 4.FOR ATHREE-PIECE MEMBEht,THE SPECIFIED NAILING 15 FROM EACH SIDE. I'I „I, NOT TO BE FELLED ATTACHMENT @ VALLEY lull FIRESTOPPIN6 11 \ : © BMX.IIJ NCH THICK IRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.C.NAIL SPAGIN6. LOCATION -I \ STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ 1.2 ROWS OF Ibd COMMON NAILS(12.OZ)FOR DEPTHS 12'OR LESS FIREsroPPING 4 5d NAILS LOCATION 8 \ LOCATION q diEA.END® R.R. b.5 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14",16"< W. LOCATION 10 FULL HIDTH 2" BLOCK( z O w CONSTRUCTION DAT AILS NI ND LOAD FATH CONNECTION DETAILS N TOP PLATE DRILL 2"(P INTO ROOF DECK FOR 5TRAPPIN6 IN57L. NOT TO SCALE INTERSECTION DETAIL XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINJOUS LONER. TOE NAILSY NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN KING STUDS— PLAN VIEW NOTE: SIMILAR O 'SHED' WOOD JO I S WOOD 1.1015 ROOF,R.R. IN LINE CRI PPLE 5TUD _ - _ -0 BLOCK I NG —O JOIST HANGER HEADER C ENERAL REQU I REMENTS FOR GENERAL REQUIREMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G-IRDER/HEADER -0 WOOD GIRDER JACK STUDS lly WOOD JOIST - - O W IN MEMBER 2 w Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 3 APPROX. 50' w/THE MAIN MEMBER 8 STARTED APPROX. )�THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE M 0 N DA THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A q0" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER BUILT 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD O WALL STUD - WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR - _ 1600 CAPTAIN KIDD DR. DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 G_HIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (5IM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'6 TO R/L SIDE'S w/STRAPPING TO R/L SIDES) SL SL PAGE: TOP PLATE ® O J M Q 1 0 Jul I ND RESISTANT (-�ONSTRUGT I ON CONNECTORS GHIM. CHASE WALL a z Q � G a®® . OO z CONNECTION LOCATION: PART NUMBER: NOTES: Q `' RIDGE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS z Q RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 08/23/23 4 OF 6 ,Lam Z ROOF O a a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER O REO'D BLOCKING J Q O N PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD TO ALIGN W/ STRAPFIN6 14 F w ® EA THE FIRS'rFL ® z< 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD M.Ap FLoowGL6. ® O HEADER-TO-JACK STUD C520 @ 12"_j APPLY TO EACH JACK STUD �.�� /��► CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END 9 Q�'a SIDE VIEW PLAN VIEW O IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE(USE WITH 3" SQUARE WASHERS) � F _ USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE' `ERA _ S",r��50L E),"o ' FLOOR PLAN NOTES _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. OO L EXIST.TAIR HANDLER d DUCTWORK Q EXISTING TO REMAIN WHEN APPLICABLE) A/C CONDENSER: 0 NEW FOUNDATION WALL I. SIZE CONDENSER BASED ON NYG MECH. CODE. _ _ L1J NEW WOOD FRAME (L.G. 2. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING — _ _ W C13 STL. WHEN APPLICABLE) _ OF ENTIRE GU. FT. I —I c� 3. CONDENSER ON GONG. PAD NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL I I I I cl� c Lo WOOD FRAME (L. . .G STL O NEW 2'xIO R.R. POST FOR 4" WALLS ELECTRICAL METER: b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL EXIST. ELEC. METER AS PER NYS MECH. CODE, b UTILITY ® Ib" O.G. � POST FOR b" WALLS), U.O.N. CO. STANDARDS _ 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. WINDOW NOTE: L Z 3 I. ALL CASEMENT WINDOWS TO HAVE 5TRAIGHT ARM HINGE. N �I WHEN APPLICABLE) O 2.ALL DOUBLE HUNG WINDOW5 TO BE TILT WA5H I III w 7:I2 ( ALUMINUM GUTTERS 8 CL '� Ln �[ d- DOWNSPOUTS (TYP) CC 3.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: Q � G X N 5.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF SWINGING,SLIDING, d BIFOLD DOORS I I 0 Q 0 4-J 5.5. WITHIN 24" OF A DOOR I I I J 0 0 -J Ln 5.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING x C 3.5. WITHIN TUB/SHOWER ENCLOSURES N I Q 5.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 — — — 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 1 — WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM _ - - - — — C _ (2) 2"XIO" HEADER U.O.N. 5. WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE: . IN COMPLIANCE W W EXIST WITH NE YORK STATE BUILDING ROOF CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: STRUCTURE I U NET CLEAR OFENINO........... 5.7 S.F. I • NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM � m ■ 1 � 1 OWOOD BURNING STOVE: INSTALL AS PER MANUFACTURER SEPCIFICATION5 4 NY5 CODE STANDARDS ROOF PLAN U c SCALE: 1/4" = 1'-0" Q •``—nn nv!! W WIN NATURAL LIGHT 4 VENTILATION (HABITABLE SPACE) FLOOR AREA 164 S.F. S.F.REO. S.F. PROV. LIGHTING;MIN. 99% OF FLOOR AREA 13.1 S.F. 12.2 S.F. VENTILATION;MIN. rob S.F. 1.1 S.F. 4% OF FLOOR AREA 10Y.. 3'-Sy2" Ib'-2" 5'-I" 10' 3 _ _ p: _ - - A-201 T (2) 2 ORDER x10 P.T. GDER L � d) A-201 - (2) 2xIO P.T. GIRDER r - - - - - - -- 1 F . I PA r - - - - - - .- - - - - - - - � � � ' I I I I-I EXIST. ANDERSNCXI3 5 SMO5 G4'-O"— 4- A-201 3STEPS 2VX5 CA FEEPW DOWN G r I-I A WOOD DECK O -301 A-301 i A - ' - - Q. - - IAS-BUILT / \ 305 S.F. V Q HGHT6 AS-BUILT �- I (2) 2x10 P.T. GIRDER I I CRAWL Q I m - v SPACE O ' - / \ 0- ADDITION - in w I I dJ r Qr d) I I ? �0 I ( � I O // - \ X a. n1 56 S.F. OO p NEW 2"x8" G.J. O II c.OV K p I I \ 28'-6. 7,_2 ® I6" O.G. p N NEW 2"xl0' F.J. , I I I I ® 16" O.G. I I 3_�2 4' 2 .�-2'-O"� 4'-O" 2'-5" O J Ir EXIST. EXIST. SM I�FO I \ / 2'4"x2'ci" DBLH. 2'O"xl'4" AWN. I - - - - - - - - - - -I - - - - - - - - -I = 1 - - - - - ' S.H. = 3'II" S.H.=S'4" IW- r — — Q I — — — — z I " - - - - - - - d1 1L L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i EXIST. a DW1 w 4 xb 5LDR O p o (2) 3'a"x2'5" o o g XIST. ;� q) m PROJECT: cv 5LDR. �r ATH Q S.H. = 5'0" 30 S.F. 1 I m m IA MONDAEXIST. 3'-i" EXIST. p KITCHEN O BEDROOM A/C UNIT A/C UNIT 4 A5-BUILT WDOD 51 S.F. I �' 164 S.F. X m AS-BUILT BURNING I X I tr i STOVE 111 VAULTED b_O 2Qxbg to cv itl 2 EXIST. I I GLG. `nDiv IiI ! � ` � 52SL IW OBASEMENT G.H. - x 2'54 S.F. I EXIST.�H AL ¢xu " " O $ � - O 1M60A0T CAPTAIN NN YK I1D1D9 5D2R. a'-a" — I75.F. 2 Qxb4-�2 2 4'-5"\ EXIST. 4'-O"— E 4'-5„ L SM &.2,1 TO x C DININ(5/DEN DRAWING TITLE: BOT. OF Fo „ - BEAM 335 S.F. O I m 0) EXIST. 5M FOUNDATION PLAN I SHELF ' 1 in 71G I BASEMENT \ I LIVING ROOM ABOVE HGHT 155 s.F. FIRST FLOOR PLAN I I EXIST. OIL HOT W B EXIST.ATER OILER k FLOOR I I 7'll" GLG. O BEDROOM I INDIRECT WATER HEATER. I p HOW. 116 S-F. M IL o d' PAGE: O EXIST. I T N OIL TANK I EXIST. a EXIST. to (2) 2'b"x4'2" GSMT. z EXIST. (5) 39"x2'5" SLDR. (I) 2'b"X4'2" PICT. n1 4'9"x3'5" DBL. GSMT. IOLOO - - - - _ I S.H. = 5'0" S.H.=2'S" EGRESS -1.2 S.F. I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15-10 12- J 3' 1�2" 4' 2" 4' 2" 2-O f=—5'-4" 3" V by2" DATE: 08/23/23 5 OF 6 ' 14'-4 (o" 47'-1" f EXIST. d) i6 COV. PORCH 0 _ —35 S.F. ® NATURAL LIGHT 4 VENTILATION L J (HABITABLE SPACE) �D ABC w 0- FLOOR AREA 116 S.F. �,1� �( p J" S.F. REO. S.F. PROV. �� �.•1 .41 b'-a ¢ '✓y o 2 LIGHTING;MIN. 596 OF FLOOR AREA 9 3 S.F. 12.0 S.F. 7'-by2" VENTILATION;MIN. N d 4% OF FLOOR AREA 4.6 S.F. I1.4 S.F. O 74 d FOUNDATION PLAN FIRST FLOOR PLAN SCALE: 1/4" = P-O" SCALE: 1/4" = I.'-0" ELEVATION NOTES NEW ROOFING NOTE (TYPI O I. NEW ASPHALT ROOFING 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LIJ 3.INSTALL 15 # BUILDING FELT(U.O.N.) OVER LLI 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) co 5. GAP SHINGLE OVER RIDGE 4 PAPS (AS REOV) 12 J C7 b.PROVIDE RIDGE VENT(AS RP.GI'D) T. FLASH ALL VALLEYS '- 8.INSTALL DRIP EDGE AS REOV \ b Q CV q. INSTALL ALL AS PER MANU. SPEG.'s 12 ;; I 2 O TYPICAL ROOF 4 CEILING CONSTRUCTION: • NEW ASPHALT ROOFING /' - �� -_= - ---- - - O (V z 0 • 1/2" COX PLYWD SHEATHING(BLOCKING ® ALL PLYND - _ CL SEAMS) --- - -_---- -- T •O V • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OV=R ;' -- - - b' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) -- \�. O O +--+ 1 • PROVIDE R-4q BATT INSULATION WHEREVER ALLOVLED - - - - - -- - � OO m a--+ C9 PER ATTIC SPACE +-' 0 -J Ln c .. - - NEW EXTERIOR WALL GONSTR.UGTION (TYPJ:K" - 3 4 Q � O • "TYVE HOUSE WRAP (VENTED) (OR EQUAL) UPON -- • 1/2" COX PLYWD. SHEATHING (BLOCKING ® ALL PLYIND 5EAM5) UPON - - • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE X `� ' 10 `9 �i +1 10 n l • MIN. R-21 BATT INSULATION �o +' W • 5/W GYPSUM BD. WALL FINISH 0 NEW SIDING NOTE (TYPI O4 I. A5-BUILT LAP SIDING _ F.F. F.F. F.F. _ 5 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEC.'s F.F. _ - 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION •�- 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL O5 TYPICAL FLOOR CONSTRUCTION: I. AS-BUILT FINISH FLOORING UPON 2. 3/4" T40 COX PLYWD. SUBFLCOR GLUED 4 50REKED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL X' BRACE BATT IN REAR ELEVATION (NORTH) R1 O HT ELEVATION (EAST) 4. MIN. R-30 INSULATION (ONLY BETWEEN FIRST � BATT , FLOOR AND FOUNDATION) SCALE: 1/4" = 1'-0" SCALE: 1/4" = I°-O" w < nV 1J LJLW PLAN NOTE: HATCHED AREAS INDICATE AREAS OF = AS-BUILT WORK m EXIST. RIDGE HEIGHT 12 ---------- ELEV. +14.2' \ 6 12 12 - - _ - --- �QVp�� -� b — -_ - ---- --- -- / ¢� G.J. AS PER FL_AN5 I / \ txj _ \ / in \ / -H EXIST. FIRST FINISHED FLOO +1 ----- ELEV. +c =n AS-BUILT ADDITION F.F. F.F. / ' F.F. Mmmm F.J. AS PER PLANS ---/// BASELINE ELEV. +0.0' -I m z z w LEFT ELEVATION (WEST)BUILDINO 5CTON FRONT ELEVATION TION (SOUTH) U �jl SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" ui 0 PROJECT: MONDA PROVIDE 3" (MIN) GONG. COVER AS-BUILT OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTO'S. PROVIDE STRAPPING 4 NAILING AS PER CONNECTION 'D' IN "TYPICAL NAILING/STRAPPIN(5 - - PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" 1600 CAPTAIN KIDD DR. PER ENERGY TABLE ON PAGE 6-005 4 EA. STUD. (WHEN APPLICABLE) MATTITUCK, NY 11952 FLOOR SYSTEM AS NEW(2) 2"Xb° P.T. SILL PLATES SIMPSON H2.5A RAFTER UPON SILL SEAL UPON COPPER _DRAWING TITLE: NOTED ON PLAN TERMITE SHIELD TIE (OR EQUAL) 5/4"xb" P.T. DECK 5/4"xb" P.T. BOARDS EXTERIOR ELEVATIONS DECK BOARDS P.T. DECK JOISTS AS NEW 5/5"(P HOOKED ANCHOR NOTED ON PLANS BOLTS ® 3q" O.G. w/ 5" SQUARE - DESIGN DETAILS WASHER 4 ENDNUT BUILDING SECTION _ ASPHALT DAMP HEIGHT P.T. RI` R ° ° - z ) PROOFING TO EXTERIOR (2) 1/2"iP HOT DIPPED GALV. # 4 HOOKED VERT. r-y BOLTS ® EA. POST w/OVERSIZED ° REBAR® 48" O.G. ° I P.T. D.J. AS == WA5HER5 4 END NUT PREBORED - - - -- GRADE z EXTERIOR SHEATHING AS 5/4"xb" P.T. PAGE: DECK BOARDS <° PER PLAN _ RIM BOARD ASSEMBELYTIE 4 PER SECTION NOTES 2"x BLOCKING ® EA. #4 HOR. CONT. REBAR ® TOP 4 I I _ _ STRINGER TO MATCH SIZE BOTTOM OF WALL (2 TOTAL) II ° I8 _ P.T. BEAM AS NOTED SIDING MATERIAL AS z PER SECTION NOTES OF P.T. DECK JOISTS SOLID BLOCK ® 12" O.G. _ P. GONG. FOUND. WALL II Q � BUILDING PAPER 4 HOUSE WRAP s (MIN. 4,000 PSI) II 201. 00 FASTEN STRINGER TO If .. - _ (2) SIMPSON DJT14Z (1) 1/2'V H.D. GALV. THRU TO FULLY OVERLAP FLASHING P. GONG. CONT. FTC. I p z DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EXIST.STUD WALL BLOCKING (MIN. b (MIN. 4,000 PSI) II - ' �- EA. P05T 4 END NUT PREBORED INTO FASTENERS) II, �- _ POST 4 DECK JOIST TIE NOSING I - "51MP5ON" ABA44 "Z" FLASHING 5/4"xb" P.T. DECKING (3) #5 HOR. CONT. REBAR � ..I O I I � DATE: 08/23/23 6 0 F 6 (r'PJ I I m ® COLUMN BASE N.O.N ON/DE AILS) 2"x12" P.T. STRINGERS ® 16" 4" P. GONG. SLAB II". . _ = GAP FOR 4"x4" P.T. POST 4' THK. x STAIR WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® • n I - DRAINAGE OF STAIR P. GONG. PAD11 n• EA. STAIRWAY) ° a ,< .a °_ a ed � a -4011 ° — II GRADE z L - "l�'J�=l'(1�-� ,-- _ 12"� 'SONOTUBE' FILLED II - 2"xb" P.T. BLOCK IN BE - NOTE: r 6 MIL POLY a }� SOLID w/P. GONG. oLl t�EpC EA. STRINGER. FASTENED TO X MOISTURE RETARDER m ^ (MIN. 4,000 PSI) z ALL DECKING SHALL BE FASTENED o P. GONG. PAD w/ Iq/64" x m Q w/ COATED DECKING SCREWS BY 3-I/2" CONCRETE SCREWS BY -- t- � I 4" GRAVEL BASE - " - I I I I � ��� r� AA. Ad "DECK MATE" (OR EQUAL) --��rr o - METAL DTT DECK TENSION <</ O v � "GALIEiURN" (OR EQUAL) - MIN.\ I ( -4 O JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR (5) SCREWS PER BLOCK O" MIN. _COMPACT GLEAN m 5/B" m x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) "" O Oi P i GT FILL I LAG BOLTS ® 16" O.G. INTO MUD SILL GRADE _ GRADE: p o RIM BD.;WHEN ® FOUND.WALL FASTEN COUNTER w/(2) 5/8"(P x 5" LONG APPROVED FLASHING P.T. DECK JOIST N MASONRY ANCHORS ® 161, O.G. AS PER PLAN A �4 O I I Q EXIST. FOUNDATION WALL T�QF 4 F EXTERIOR Oil V�IOOD STAIR DETAIL - � FOUNDATION NALL DETAIL � EXTERIOR HOOD DECK DETAIL �. LED �i� D�T�I L A 201.00 A-201.00 SCALE: 3/4" = I'-O" A-201.00 SCALE: 3/4" = I'-O" �� _ ,_ A-201.00 SCALE: 3/4 - I -O SCALE: 1 - I O