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HomeMy WebLinkAbout48973-Z �o, g%0FOL/t y Town of Southold 3/30/2024 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45088 Date: 3/30/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 39100 Route 25,Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/10/2023 pursuant to which Building Permit No. 48973 dated 3/l/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: dormer additions to existing accessory garage as applied for. (aka 160 Cedar Birch Road) The certificate is issued to Nicoll,Barbara&Curtis,Donald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48973 3/21/2024 PLUMBERS CERTIFICATION DATED Aut r ed i nature S�FFOIKc TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48973 Date: 3/1/2023 Permission is hereby granted to: Nicoll, Barbara 201 W 89th St New York, NY 10024 To: Construct dormer additions to existing, accessory garage as applied for. At premises located at: 39100 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-8-19 Pursuant to application dated 2/10/2023 and approved by the Building Inspector. To expire on 8/3012024. Fees: ACCESSORY $244.00 CO-ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $294.00 Building Inspector OF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlinicx7town.southold.ny.us 4UM(`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barbara Nicoll Address: 39100 Route 25 city:Orient st: NY zip: 11957 Building Permit#: 48973 Section: 15 Block: 8 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED 6 Exit Fixtures Sump Pump 11 Other Equipment: 100A Sub Panel 12 Circuits / 5 Used Notes: Acc. Garage Inspector Signature: Date: March,21, 2024 S.Devlin-Cent Electrical Compliance Form OF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION no [ ] FOUNDATION 1ST [FFF GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING/STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 3 INSPECTOR ho�aoP souryo� L-1 b 9 -7 �- # TOWN OF SO.UTHOLD BUILDING. DEPT. . 631-765-1802 INSPECTION , [ ] FOUNDATION 1 ST/ 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 �7 1'I . - INSPECTOR t MAR 1 4 ?024 REMM Q'P* LVSq 3 March 14, 2024 To Whom it May Concern: This letter is to serve as confirmation that Rescomm did not complete or test any of the Plumbing, Heating, HVAC or Gas work at 39100 Main Road in Orient. We would like to be removed from the permit. Thanks, Nick Soullas 65 Oak Drive Calverton NY 11933 • P: 631-722-2200 • ELD INSPECTION REPORT DATE COMMENTS ao FOUNDATION (IST) W ---------------------------------- � FOUNDATION (2ND) ROUGH FRAMING& PLUMBING r r INSULATION PER N.Y. y STATE ENERGY CODE 101 FINAL Z DITIONAL COMMENTS �- .� o z /00 Ic Gdt -/ qc/ o m O y �SUFFot,rooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-09.59 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov ,r Date Received APPLICATION FOR BUILDING PERMIT iIII, w# it For Office Use Only 2 FEB 10 PERMIT N0. J Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:02/10/23 OWNER(S)'OF PROPERTY: Name:Barbara.Nicoll SCTM#1000-15-8-19 Project Address:160 Cedar Birch Rd Orient 11957 Phone#:g17-575-4275 Email:BIN ICOLL918@GMAIL.COM Mailing Address:160 Cedar Birch Rd Orient 11957 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11962 Phone#:631-603-9092 Email:MSARABIA@AMPARCH ITECT.COM DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo -- — - Mailing Address:P.O-Box 1.52 Mattituck NY 11952 Phone#:6.31-603-9092 ,-� 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: ElOther Proposed dormers at existing garage $ I Will.the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo ' 1 t i PR OPERTY 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 R_80 NC this property? ❑Yes BNo IF YES, PROVIDE A COPY.- Check Box After Read" The owner/contractor/design professional is responsible:for all drainage and storm water issues as provided by Chapter 236 of the Town_Code;`APPLICATION i5 HEREBY MADE.to the Building Department for the Issuance of:a Building permit pursuant to the Buiiding Zone Ordinance of the Town of South"old,Suffolk,County,New York and;other applicable Laws;Ordinances or kegula_tlons,for the construction of buildings; additlons,alteraflons orforremoval or`demolltlon as herein.destribed.The appllcant,agrees to complywkh,all applicable laws,ordlnances,:buliding code, hou'sing code and'regulatlons andtaadmif autFiorizedlnspectors on premises and In buflding(s)for necessary" fn5pectlons False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210 45 of the New York State Penal _- I�(lr'11�- NYCn Ibw+t;fel Application Submi d By( Int n me): I�1 '� l� �l� `Authorized Agent ❑Owner Signature of AP lican _ Date: a a STATE OF NEW YORK) S: COUNTYORaltrbw ) being duly sworn, deposes and says that(s)he is the applicant ( ame of individual ssiignniing contract)above named, (S)he is the f ,V �'1 T (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 off. ,20 Notary Public g• lA dp' Deborah Orlowski ' ; Notary Public,State of New Yon;; PROPERTY OWNER AUTHORIZAT# J1t'ueu'a •'* No.olOR6280392 Qualified in Suffolk County (Where the applicant is not the owner',,,y,4'g6'P .• CoromisslonExpiresos/13/20� 1\Co �� residing at �6( (�• l��L(� i Or`�L� do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector +' TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 t Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information;Required) Date: �a Company Name: e 1° Electrician's Name: 0 o cc�T i w License No.: 2 Elec. email: Elec. Phone No: request an email copy of Certificate of Compliance Elec. Address.: c 136 6 3g-" if , 4-t,'XIt lV JOB SITE INFORMATION (All Information Required) Name: 9 GO f Address: Cross Street: o)(,4 Phone No.: 31 603 Bldg.Permit#: 409"1 -3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): CCAJ1,0,4 S014(�I'k Pg/VL4Z—' - Squ ootage: Circle All That Apply: ��Final Is job ready for inspection?: �Z YES ❑ NO ❑Roh I�� 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 Pole Work done on Service? Y N Additional Information: do PAYMENT DUE WITH APPLICATION a0�pq 1 0-0 �� C4 16 aq9 EXTERIOR GARAGE i Doorbell 1: Outlets 7 Ceiling Mount Fixtures 2 GFI Outlets 3; Coach Lights 6 Switches 7 Spot Light Camera 6' Keyless 2 Water Resistant Outlet 4 ;Ceiling Lights 6 Garage door opener w/C 3 Outside Spotlight 1 Soffit Light 8 Homeline Single pole 20 3- Homeline Single pole 15 2 G�� )s://does.google.com/spreadsheets/d/15tjTzW8chl9YJVN5WHdjYLyFVmV2G3SjcnuczFATgMQ/edit#gid=0 3/4 SITE PLAN HATCH KEY: Q PROPOSED DORMER Q , Y, r0 W Oc: L J Z V i r Sc t, C % CO O Om -+� � �6 & O ++ L0 N o v O \� 2 SUBJECT PROPERTY 0- � � �p SITE LAYOUT NOTES: r ti pp �J t i I. THIS 15 AN ARGHITECT'5 SITE PLANS IS o v 9 p ° - �p°�4°I,d`� SUBJECT TO VERIFICATION BY A LICENSED a 5 1 to SURVEYOR. THE INFORMATION � O39 REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. gr p° 1 2. SURVEY INFORMATION WAS OBTAINED " k 132 -}-� FROM A SURVEY DATED MAY 27, Igg2 AND A PREPARED BY: VAN TUYL 4 SON 1 �° 1 - GREENPORT, NY II1144 I `- Q h� 5 a d LOCATION MAF TEST HOLE DATA Q �1 MGDONALD 6EOSERVIGES SCALE: NTS C� 1 I POB 1255 SOUTHOLD,NY,119"fl L.�..1... z I (631)?65-36?7 P R 0 J E� I S�O F E : F A �i-�(�-1-7 E MGD6E0®6MAIL.WM � I EL=4.3' OL DARK BROrui LOAM PROPOSED DORMERS @ EXISTING C ARAOE 0-001 .00 PROJECT LOCATION & SCOPE I ° SITE PLAN &ZONING DATA 1 ML BROWN SILT 1 36.4' 41 b, PROP PR P. -�� DORMER Do M ENERGYL NOTES 5' ROPI___ 10 q.3"� 21 O -o \ SW BRONW FINE TO TABLE MIN \\pW MIN. cv EXISrIN �� Ns 2 eb COARSE SAND STRUCTURAL DESIGN CHARTS FRAME GA GE N S\ ` ,'' PROJECT DATA : 12.0 VyHOEDOWN ANCHOR BOLT,TEST STRAPPING, & NAILING DETAILS � I i i i WATER IN HOLE �`� ,' BROWN FINE TO y DEL. a.5 s° s"`,' OOARSE SAND PROJECT / 20NIN6 DATA FASTENING SCHEDULE 1 /' TAX MAP # 1000-15-8-1 q Po��y� o FRAMING GRAPHICS cn \ ZONING DISTRICT R-80 NG Q1L O I ���.0 \� O n.o� -- iv i N COMMENTS:E G�TER D 6.6' LOT AREA 0.6 ACRES BEAM EBLOCKING DETAILS �ERNS • I x \ BELOW SURFACE _ 70 \ \ GARAGE CofO No RECORD AVAILABLE EXIST.tHALT DRIVEWAY \ _ 0 .00 PROPOSED GARAGE PLAN FEMA FLOOD ZONE X PROPOSED ROOF PLAN O WETLANDS DISTRICT N/A DEC DISTRICT N/Ats .®® PROPOSED EXTERIOR ELEVATIONS z _ BUILDING SECTIONS ui I PROP. 32� \ o HABITABLE SPACE (GARAGE) EXISTING PROPOSED G GHIM. v i 34.0' \ \ FIRST FLOOR AREA O S.F. O S.F. w 12.0' \ APPROVED AS NO ED O LOT COVERAGE w - #.. OCCUPANCY OR 3. B.P• 3 a % LOT DATE: � 3 0 Q to NG \ DESCRIPTION (FOOTPRINT) AREA COVERAGE O pr � w EXISTI m �., \ USE IS UNLAWFUL FEE a9 � BY..- TOTAL PROJECT: m p Ul ry I STORY O p LOT AREA 24,885.0 S.F. NOTIFY BUILDING DEPARTMENTAT � i o ® ° FRAME HOUSE 1O 3 WITHOUT CERTIFICATE 631-765-1802 BAM TO 4PM FOR THE OO m m \ EXISTING HOUSE 1,15q.0 S.F. 4.79� OF / FOLLOWING INSPECTIONS: I OCCUPANCY 1. FOUNDATION-TWO REQUIRED N I CO LL O PROP. 3 EXISTING GARAGE 7&4.0 S.F. 5.29b FOR POURED CONCRETE RENOVATION 1 51 2' I STORY dJ Q __ ___ ADDITION I m PROP05ED HOUSE ADDITION 12.5 S.F. 0.1% 2.3. INSULATIONOGH-FRAMING&PLUM13IN13- - ---- - PROPOSED COVERED PORCH 117.0 S.F. 0.5% COMPLY WITH ALL CODES OF 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.Q. 25.4 7.o NEW YORK STATE & TOWN CODES 160 CEDAR BIRCH ROAD 1 \ PROP. PATIO(ABOVE GRADE) 132.0 S.F. 0.59b , 55.6 Ex15T.0 -- TOT L A - - A S REQUIRL: E AND CONDITIONS OF REQUIREMENTS OFT ECOD SOFNEALL CONSTRUCTION SHALL MEET EWW ORIENT, NY 11957 [P] AG PROP. EXIS . GEN. COVERED � TOTAL AREA OF ALL STRUCTURES 2204.5 S.F. 8.g90 SpUTHOID TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR 1 I PORCH \ _ "MAXIMUM LOT COVERAGE ALLOWED - 203o DESIGN OR CONSTRUCTON ERRORS u �, _ SOUTHOLDTON,PLMININGEYAD DRAWING TITLE: IS' SIDE YARD_O �- ------ in ACCESSORY STRUCTURE REOUIREMENTS PROJECT LOCATION & SCOPE o SOUTHOID TOWN TRUSTEES EXIST. BURIED - - PROPANE \ EXIST. PROPOSED COMPLIES N.Y.S.DEC SITE PLAN & ZONING DATA - � TRUSS�'LA0,4�E�1�14�Ita REQUIRED MAXIMUM HEIGHT 18' 15.5' 15.5' YES _ _ _ - 150.00, MINIMUM SIDE YARD 10.0' y 115.6' - - 115.6' YES �---- - � 57q°43'b0"W _.-_ _ PAGE: MINIMUM REAR YARD 10.0' 24.1' 24.q' YES �' RETAIN STORM VvArEI1, MAX. SQUARE FOOTAGE 1200 75 F. 784.0 S.F. YES PURSUANT TO CHAPTER L36 G-001., 00 - -- OF THE TOWN CODE, 0 S 10 20 50 Io so DATE: 09/26/22 1 OF 6 SITE FLAN ,�� I..15, SCALE: i 15-O c " ELECTRICAL I!:SFCMOM REQMREQ DRAINAGE SYSTEM CALCULATIONS (GARAGE ONLY): DRYWELL/DRAINAGE STRUCTURE NOTE: PROP. ROOF AREA = 754 5q,. Ft. A MINIMUM 10' SEPARATION 15 REQUIRED �EDaRC NOTE: 784 5c[. Ft. X 0.17= 155.5 BETWEEN WATER SERVICE I. FLOOD MAP DATA FROM SURVEY 154/42.2= 5.2 VERTICAL FT. OF 8' DIA POOL REQUIRED LINE/LATERALS/MAIN5/5EPTIC/LEACHING MAP#: 561050005aH PROVIDE (1) 95W X V-6' DEEP DRYWELL /SEWER AND THE EDGE OF ALL STORMWATER MAP DATE: Oq/25/200q DRAINAGE LEACHING STRUCTURES 0 �� FLOOD ZONE X SURFACE WATERS OR WETLANDS ARE DRAINAGE SYSTEM INSTALLATION NOTES: - ` t LEADER NOTE: � 2. NOS A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 N CONNECT ALL LEADERS COMING FROM �.LOCATED WITHIN 500' OF THE PROPERTY. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC .� 0 �. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE GUTTERS TO NEAREST DRYWELL. -9� 374Q EDGE OF ALL FOUNDATION WALLS 0 F N E`N • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL NOTES � 5FEG 1 F 1 GAT 1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DCGUMENT BINDER /� �� \Y,I �I�i 'I�� I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 675) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE J CL � TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. Q TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING BD. [BOARD f INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED Q 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION 8" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE INT. INTERIOR [Ai GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDO. BUILDING W 3. SILLS SILL BE P.T. AND SECURELY FLASHED WITH A TERMITE ,HELD, ALSO �K KIPS (1000 LBS) -� O I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS APPLICABLE AS A DERIVED WORK). Q � (V 2. ALL E NSTNS, CON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. B.O. BOTTOM OF MAX. l •C 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, EQUAL. - O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BO BOTTOM MEGH. �EGHANIGAL Z) 1 0 5. MINIMUM, DOUBLE HEADER, AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL _ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM 0 'a AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. - O G.J. CEILING JOIST �� 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, ) NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 1 �- z 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, O U.O.N. OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYG BG �[NEW PORK GIN BUILDINGC GODS •� � N "1. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER 0 U SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBE. DOUBLE OGG. OCCUPANCY 1 O O 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - - O -1--+b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. - Lo - UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. P.T. DFE DESIGN FLOOD ELEVATION � PBFE PRELIMINARY BASE FLOOD ELEVATION 4-1 ON O 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET I� �� Q � O l0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE DIM. DIMENSION P. GONG. POURED CONCRETE �. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE PROVISIONS OF ANSI/ALTG A 190.1 STRUCTURAL GLUED LAMINATED ON PAGE G-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND BEFORE THE START OF FRAMING TIMBERS. ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS D.J. __] DECK JOISTS l PL. � PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED �� APPLICABLE. EA. EACH PLYWD PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ELEV. ELEVATION NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIPMENT REQ'D l REQUIRED 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EVALUATION APPROVED EQUAL REPORT. l , ` II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EX15TINO RISER v Ri AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES - PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF W EXT. EXTERIOR RM. ROOM ^^ UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF n 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE EXCEED 8'-O" AND AT EVERY 8'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FRESH AIR INTAKE R.R. ROOF RAFTER Q/ 14. PROVIDE 'X' GROSS BRAGIN6 AT JOISTS,STUDS, AND RAFTERS WHEN SPANS RESPONSIBLE FOR DESIGN INTENT ONLY. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF ��INISHED FLOOR � TBD�� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN 5TANDARD FOR METAL PLATE BROOM GLEAN. NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, IFF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS U 1�. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S GODS EVALUATION REPORT. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL F.J. FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF A57M 036 SPECIFICATION FOR GYPSUM FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM C51 SPECIFICATION FOR GYPSUM LATH,OR ASTM G'lcf FLOOR SHALL NEVER EXCEED A I6" SPAN. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr 1 TREAD (n 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. `J J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. I.T HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. (FRAME TYP. TYPICAL AS PER PAGE 6-003. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC, HARDBOARD OF 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. _]UNLESS OTHERN15E NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.5 STRUCTURAL PANELS: FTC. f FOOTING l VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALLGYPSUM BOARD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE -_ CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER f w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING,ANCHOR BOLTS, ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (S) 15 CAUSED IN INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, - - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR �I HEADER D. � CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE ( W WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY EVALUATION REPORTS. HNGR HANGER BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN 1.9E MIGROLAM 1.8.2. ORIENTED-STRAND BOARD (O,B), WAFERSOARD ORIENTED-STRAND HOR. II HORIZONTAL ]� �l B. GEORCIA PACIFIC 2.OE G-P LAM PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 51FEG.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR TABLE R30I.1 CLIMATIC OEOORAPHIG DESIGN CRITERIA SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GODS, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY GROUND SNOW LOAD 25 LBS CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE STRUCTURAL MEMBER ALLOWABLE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS EVALUATION REPORT. DEFLECTION BASIC WIND SPEED 150 MPH NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTERS HAVING SLOPES GREATER THEN 5/I2 EXPOSURE CATE60RY B SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC L/I80 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL. EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR W/ NO FINISHED CEILING ATTACHED TO RAFTERS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED SEISMIC DESIGN CATEGORY B IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER IN5ULATIN6 BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. INTERIOR WALLS d PARTITIONS H/ISO • SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL 51DIN& STRUCTURAL PANEL SIDING USED IN WEATHERIN6 SEVERE 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRD, OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD i FLOORS d PLASTERED CEILINGS L/360 FROST LINE DEPTH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P`-'- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ALL OTHER STRUCTURAL MEMBERS L/240 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. TERMITE MODERATE TO HEAVY COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS 5E✓ERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER R REQUIRED YE5 25. FOR NEW WALLS, A PERFORATED SHEAWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2•I. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND CONSTRUCTION;55TO 10-99 AND 201b SSC HI0H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES).CONSTRUCTION EXTERIOR WALLS - WIND LOADS IN/ FLEXIBLE FINISHES L/120 ,PEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2•2 2• LA6 SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ _ w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASME 50.2.I SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'5). 2. APPROVED CONNECTORS, ANCHOR, AND OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN STRUCTURAL DESIGN LOADS U BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) I/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® USE LIVE LOAD DEAD LOAD AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY - w C.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" 6A&E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, H 4. WHERE W POSTING ® WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL EXTERIOR BALCONIES 40 psf 15 psf SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S DECKS 40 psf 15 psf AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66-T STANDARD RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" RI5E d w/(2) s/4"(P BOLT5 THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. N I CO L L LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET booDIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf RENOVATION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 'T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 16" WITHIN 4'OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2.2.1. 50REKS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18bb.1 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOOD5GREWS (INCH 5ERIE5). SLEEPING ROOMS 30 psf 15 psf 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LINE. a 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. &LASS WINDOWS AND DOORS 160 CEDAR BIRCH ROAD OF J" AND 5"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. ALL CLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. STAIRS 4o psf 15 psf ORIENT, NY 11957 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF'1" IN CONCRETE/MASONRY CONSTRUCTION. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GUARDRAILS AND HANDRAILS 200 psf 15 psf FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CLEARANCES ARE PROVIDED. AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DRAWING TITLE: SPECIFICATIONS. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 12 psf FOR ATTIC - -_ - - WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CAT,..,. GENERAL NOTES CODES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. UNLESS OTHERWISE NOTED. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ,� ENERGY TABLE STATE BUILDING CODE, 2020 NEW PORK STATE RESIDENTIAL CODE, 2020 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PERMITTED MANUFACTURER'S SPECIFICATIONS. A5CE 7-Ib (MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES) STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 2-12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. WOOD FRAMING, AND CONNECTION TO ER FOUNDATION - 200 AP WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR (AFdPA) ME PAGE: CONSTRUCTION MANUAL BY THE AMERRIGAN WOOD COUNCIL (AWG).IGAN FOREST d PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CONNECTIONS: 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL G-002mOO SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PLUMBING CODE. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE &. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC BY "SIMPSON" MANUFACTURER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DATE: 09/26/22 2 OF 6 CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA,AND EGRESS ELECTRICAL: LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" REQUIREMENT,. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO 201-7 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ENERGY CONSERVATION CONSTRUCTION CODE. TEMPERED CLASS. D eq�C�' 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDSORNE DEBRIS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE COMPLETION OF WORK. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER (� MISSILE TEST OF ASTM EI996 AND ASTM E1886 AS MODIFIED BY 2020 NYS BG 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: SPECIFICATIONS OF THE PRODUCT BEING INSTALLED t SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET � � )�p - GENERALLY,VERIFY OR PROVIDE HARD WIRED THE REQUIREMENT, OF AN APPROVED IMPACT-RESISTANT STANDARD OR SMOKE DETECTORS w/BATTERY BACK-UP IN: 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ANSf/DASMA 115. ARCHITECT A. EACH SLEEPING ROOM �� 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 03-74 B. OUTSIDE OF EACH SEPARATE SLEEPING HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN &' SHALL AREA IN THE IMMEDIATE VICINITY OF BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND OF NE`N D ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE THE BEDROOMS (GENERALLY THE HALLWAY) PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE G. EVERY LEVEL OF DWELLING R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT (SASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. OL_D®VAIN DETAILS TYF I GAL= NA I L I NO/STRAFF I NO REGU I REMENTS FOR FASTENING SCHEDULE A Q ' ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFLa I FT, SHEAR/ LATERAL Y`4 ND RES STANGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J p "ALL 5TRAPPINO TO BE IY4"x 20 GAUGE** -- 'SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE M *USE 106 NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) N - - - Q +' LO HOLDOWN 'A' HOLDOWN 'B' DE50RIPTION FASTENER SPEC. FASTENER c 0) CONNECTION A NAIL= I NC G R I D --- AND G2UANTITY SPACING w (00 FOFOUNDATIONST ROOF � GE I L I NC FRAM I NC � -p • o I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd N ENDWALL COMMON NAIL w/o PREBORED HOLES. L_ Lo Z � ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER •_ I - T_ (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE ' 2„ 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE p N HEIGHT STU CORNER STUD HEIGHT STUD ONNECTED TO R.R. 2• SERVICE x U.TRANSFER SHEAR CONNECTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST � � � I ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR CIE `h • • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL.) SEE PAGE 6-003 EACH LAP 0 0 m -_t T_ "SIMPSON" OR a FOR STRAP - 3 8 d COMMON . • • v HOLE5,5ET NEW MEMBER. HOEDOWN ANCHOR ® 2-Ibd COMMON 2-I6d COMMON NAILS ® EA. END OF STRAP. LOCATIONS NOTED NAILS ® 6" O.G. d /• • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED �-+ N 0 °� NAILS ® 6" O.G. t ON PLANS 10" O.G. IF BLOCKED ,� / • • • • CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) 5-I6d COMMON EACH LAP C C) p ° O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J./G.TIES ?" 5.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO Q t— G C 0 CORNER P057 , TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE �I 1 ROOF SPANS OF 24 OR GREATER, COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE W "SIMPSON" HDaB USE 4 8 d W) COMMON NAILS a ry GRAPHIC BELO EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOEDOWN ANCHOR® / SECTION 12.4-PLACEMENT OF NAILS E SPIKES d TABLE LOCATIONS NOTED e d SLOPES OF 5:12 AND GREATER. CR 4-1. ON PLANS - e RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END [CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOLDOWN INSTALLATION OPTIONS: • CONNECTION: U � FOR NEW P. GONG. FOUND.'s o FOR STRAP - 3 8 d COMMON NAILS a B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON 1 PER FOOT m HOLDOWN CAST IN PLACE w/7/b-0 THREADED ROD • • • EA. END OF STRAP: . Q, W sIM WHEN IN TOWN OF I5LIF OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • rroTE 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 1 GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY E31 MAX. NAILING &RID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. • ADHESIVE), # FOR TEMP.'s O"F-40°F USE "SIMPSON" AT I SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC, ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD r FILL TOP 2 COURSES SOLID E CAST IN PLACE HOLDOWN USE SAME J CONNECTION FOR G.J. TO R.R. - of 16 d COMMON NAILS w/7/8"m THREADED ROD REGUIREMENT5 FOR • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLDONN 'G' HOLDONN 'D' _2 _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMI NO FOR NEW d EXIST. . JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATIONS FOR NEWLY POURED CONNECTION CI s C2 FOUNDATION ® ONE STORY ONLY — • (5) 2x FULL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD Z-NDKALL NER STUD ONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-&d COMMON EACH END TRANSFER SHEAR "SIMPSON" HDab AT STUD TO FLOOR ASSEMBLY (5) 2x FULL • Cj2 TO STUD CONNECTION: BLOCKING TO SILL IL HOLDOWN ANCHOR® 2-Ibd COMMON HEIGHT STUD • I TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. d ° - ON PLANS IC," O.C. IF BLOCKEDGI I FOR STRAP - 5 8 CI COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST ° NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST p FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G M N - BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST _ NAILS ® " O.c. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT • • ROOF SHEATH I NO e d STRUCTURAL PANELS: INTERIOR ZONE bd COMMON b" EDGE / 12" FIELD ' a "SIMPSON" S D14RJ CONNECTION DI D2 SOLID CIN6 PERIMETER EDGE ZONE s bd COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS: m EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON 4" O.G. FOR NEW P.GONG. FOUNO.'s A _ -.- UP TO 9" RAKE OVERHANG HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD .�'" - � • FOR EXIST. P. GONG. OR NEWLY CURBED FouND.'s • • AT STUD TO FLOOR A55EMBLY TO SI LL GE I L I NC SHEATH I NO THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) ,-ONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY I/2" MIN. ADHESIVE), a FOR TEMP.'s 0°F-40°F USE "SIMPSON' AT FRRORNMER h, ° FOR STRAP- 3 8 d COMMON NAILS ® EA. I I GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC, ADHESIVE) I - - ONE #4 REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL) � FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED ON D ° WALL SHEATH I NO TYP. FOUND. NOTE • FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN ° ° _2 _I6_ d COMMON NAILS STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD w/7/8"� THREADED ROD � e d ALTERNATE GONFI&URATION - ABOVE STUD TO STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / ID" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR Z EQUAL) a PLATFORM TO SILL PLATES OF NAILS® EA.END NA I LS I NO/5TRAFF I NO W NDON/DOOR HEADER STANDARD/ALTERNATE OF EA.STRAP TO — --- - ui — EA.JOIST-(FOR FLOOR SHEATH I NCO (SUBFLOOR) 2 ALTERNATE USE O SIMPSON H25A) - 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF &d NAILS ® EA. END OF STRAPPING(2018 WFGM,TABLE 51,P. 189) CONNECTION E -' I" or LESS: bd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 523B,P. 291) -^ - GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD 0 - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2012, WFGM,TABLE 3.250,P. 242; • • ALTERNATE AS PER TABLE 3.25D,P. 293) • — D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. til A D (201b WFGM,TABLE 3.7,P. 181) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUD5 ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 2890 PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER O G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5b,P. 191) ° a ad • SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ge e a d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER Or- FOR PROJECT: B E . ° e e `° ° STRAP - 3 6d COMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B e d° ° < a e SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE N ICOLL F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS e 9e FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _16_ d COMMON NAILS A NOTATION ROUGH OPNG 160 CEDAR BIRCH ROAD 2'-0" 2 I I 1 I 1 ORIENT, NY 11957 4'-0" 4 1 2 2 2 2 JPLa I C I NO OF T®F FLAT CABLE ENDWALL - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 5 I 3 3 3 3 BRAGINO/STRAFFINO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb' (MIN.) FOR RAKES OR HOLDOWN, ANCHOR BOLT, }-- TOP PLATE --- --- BLOCKING 2 LESS PROVIDE 72 3 4 4 4 I LSPLICE ENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS 4�BACK o.C. To HIVE RAKE°oH. STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 640 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICV'2- ` BUILDING MINIMUM SPLICV'2-•4 — DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 5d NAILS EA. EN 12'-0" 2'-O"/2'-6" 12-0" OF EA.STRAP /� A N G H O R S O L.T 5 F E G I F I �A T I ®N GG J 3'-O"/3'-a" I6'-0" ATTIC G-003m00 4'-O" - - i i 20'-0" 4'-O"/5'-0" 20'-0" 5'-0.. BLOCKING 2 BAYS b"-12• SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.25, P. 15-1-160) CORNER gq• 24'-0" 4'-0"/5'-0" 24'-O" 6-0.. BACK® 4-0 o.C.j_X DATE: 09/26/22 3 OF 6 CONDITION FOR ALL STRUCTURES: - .. g/e"V ANCHOR BOLTS a 3-1" D.G. 2B'-O" • 32'-O" 6'-O"/7'-6" 52'-0" 8'-O" n SECOND FLOOR _ :o RE' NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE DAP CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPADING SHALL BE REDUCED IN ORDER TO GKING 2 BAYS �� �`( �• A y��� PROVIDE AN EQUIVALENT NUMBER OF NAILS C Q • w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® W-0" O.G. (V +gam END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-O" I3'-O" A: ' CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP.STRAP w/(3) TOP TWO COURSES SOLID OF EA.STRAP bd NAILS EA.EN B.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/15'-O" bo'-O" I6'-O" 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT rj LATERAL LOADS SHALL BE MULTIPLIED BY H/5; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" FIRST FLOOR 14'-0" �0 iq_O� 0A 9 3740 p� PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR O'� !j 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-01. 22'-0° " ' L " OF N��fS FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 _ (SEE DIAGRAM TO LEFT) lo'WALL- 1.2s BLOCKING 2 BAYS II'WALL- 1.5-15 ) 12'WALL- IS THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-UP GIRDERS 5 OR MORE SUPPORTS Q F I REBLOGK I NCB FOR PLATFORM HIL (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A OOD FRAMINO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMEItTS: FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPE'.'s FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED LW KING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINT PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J Q BLOGS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT AMAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. P7 (2J ROWS IOd NAILS m 12"O.C.o.c. P THE SPAN LENGTH FROM AN INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q +� STUDS STUD B (3)ROW5 lod NAILS o 12'o.G. SERVES AS FIRESLOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROWS 1/2' m BOLTS O 12'O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O SUBFLOOR G TWO-PIECE SOLE PLATE j DBL• ENDS BUILT UP GIRDER P MAX.52" PLATE SERVE AS FIRESTOPPING. � NAILING: D i(2)ROWS I/2" m BOLTS o I6'O.G. � -Q SOLE PLATE TWO-PIECE4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 'a GIRDERS ARE TO BE NAILED FROM ONE Olsr SERVES AS FIRESroPPiNG. '}' � N E (2)ROWS 1/2" m BOLTS• 24•D.G. 1 SIDE WITH IOd NAILS, TWO NEAR EACH END OF m Z BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O Q 5 5. STOPPING SHALL BE 2 INCHES OF WOOD BLOCKING .- r- � (F SC ROWS ON(1)SIDE O OGK SCREWS o 12'o.c. s 1/4 of A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. Q •'N ��SCREWED ON(U SIDE OF MEMBER 1 LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ G (2)ROWS 3-5/8•TRU95LOCK SCREWS o Ib•o.c. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON( j !( U SIDE OF MEMBER JOIST, OTHERS 5TAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O m �, 2)ROWS 3-3/8•TRUSSLOGK SCREvs& 24.O.G. JOISTS SERVE AS FIRESTOPP BETWEEN NAILS IN A HORIZONTAL LINE. _ NO. •— JOIST �I`•-'G�Y'lED ON(I)SIDE OF MEMBER P � O -1-� II� tl MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK SCREWS o 12"O.G. THREE-PIECE 'I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -c N O -r•-+ J J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q .. OI5T DEPTH,d SCREWED ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/TWO NEAR EA. END OF EA. Q MATCHED SIZE OF BLOCKING W (2)ROWS 5"TRUSSLOGK SCREWS• Ib"O.G. 4 SERVE AS FIRESTOPPING. UNDER NON-LOAD BEARING FIRESTOPPING AND K 5CREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 52" O.G. BLOC IN U STU OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 6. THE HEADER SERVES A5 FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGIC SCREWS o 24"D.G. BETWEEN 1/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. ----- _-- --_----------- -_- - _ - - 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE OIDERS ARE TO BE A55EMLED AS © - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO 'E I L I NO BRAG I NG NOTE: STRINGER TO SERVE AS FIRESTOPPING. 'ANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 4 • — STUD 2.WHEN SCREWING 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 GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v 505FLOOR LE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o b'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING /� \ BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE w GIST 2 IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON ' 10) Sd N J I L I N O P A T T E R S FOR SIDE LOADED B E A IM S (I c , FLUSH SEAMS) -LOCATIONS REQUI RUNG FI RESTOPP I NG NONCOMBUSTIBLE L ATH, EXTENDING TO CHIMNEY FACES, WILL SERVE NAILS FIRE- AS FIRESTOPPING. • FIRE_ WOOD FIRESTOPPING FIRESTOPPING FASTENING RECOMMENDATIONS FOR 51DE-LOADED STOPPING STOPPING FIRE- FIRE- ' STOPPIN6 STOPPING SOLE r 1 MULTIPLE-PIECE MEMBERS v rm JOIST . 5a COOLER NAILS® Io^O.C. NAILED BOLTED I BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS Ibd ROWS Xs' 2 ROWS y2• 2 ROWS Xs' VERTICAL w/(4) 10d NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS FIRESTOPPIN6 WHEN • • O.G.5TA56ERED O 12'O.G. O 12.O.G. O 12'O.G. O b'O.G. COVERING IS APPLIED • P 20 a.STRAP TO UNDERSIDE of Q 5111D GYPSUM BOARD 9 Two ROWS 12.O.G. THREE ROWS 12"D.G. LOCATION I LOCATION 2 LOCATION 3 JOISTS d!I , DOUBLE PLATE 0 5d COOLER NAILS o 10"O.G. (10)Sd NAIL BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ;GTE: ENDWALL 5 AS NOTED IN NOTES 8 ° ° ° ° ° ° n S DENOTES ALT.FOR USE OF DRYWALL SCREWS NONGOPIBUSTIBLE ALTERNATE (D FIRESTOPPING LOCATION OVER STUDS,UNLESS TOP PLATE 15 4"O EDGE/12"o FIELD FULLY BLOCKED SOLE OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS ttb- (Yq'TYPE IN OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. FIRESTOPPIN6. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL I� INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O U O O 0 O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. p° p° O 0° 0° 0° O 2'SPADE NOT \ It ATTAGHMENT @ VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING Is FROM EACH SIDE. Ili', TO BE FILLED \ / i i'' �','ll�„� \ - ® NONCOMBUSTIBLE FIRESTOPPING /F 5.FOUR-PIECE MEMBER5 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FlRESTOPPIN6 !!' \ APPROX.I INCH THICK CV'\ BOTH SIDE OF THE MEM®ER \ 1 N b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED \FOR 4'O.G.NAIL SPACING. LOCATION 1A111 VE STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: vi STRAPPING W/ FIRESTOPMNG 4 8d NAILS �.2 ROWS of Ibd COMMON NAILS 02.O.GJ FOR DEPTHS 12.OR LESS LOCATION 8 LOCATION 4 ® EA.END o R.R. b.5 ROWS OF Ibd COMMON NAILS(12'O.G.1 FOR DEPTHS OF 14%Ib•t Ib'. LOCATION 10 FULL WIDTH 2" BLOGKIN z O GONSTRU�T I ON DETAILS I$ WIND LOAD PATH �ONNEG T I ON DETAILS TOP PLATE DRILL O INTO ROOF NOT TO SCALE INTERSECTION DETAIL DECK FOR STRAPPING INSTIL. OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAIL NOTED CONT. BLOCKING TOP FLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KING STUDS--() PLAN VIEW Roo,SI RMI AR r SHED' WOOD JOIST -O WOOD JOIS 'RIPPLE STUD - - O BLOCKING JOIST HANGER HEADER GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR - . ; -O W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER :. WOOD GIRDER JACK STUDS 0 WOOD JOIST w AIN MEMBER yil � a JOIST FRAMING OVER WOOD GIRDER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS/ DIAM.x 5 APPROX. 50• w/THE MAIN MEMBER d STARTED APPROX. JS THE LENGTH OF THE NAIL FROM THE MEMBER END, N I CO L L I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN.OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN o MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST RENOVATION SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. NS,NO MORE THAN 2 TOE NAILS SHALL 0 BETNSTALLED IN O AVOID 1 TT AI SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD E) WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE f�IN A. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 160 CEDAR BIRCH ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE ORIENT, NY 11957 'HIM. CHASE SECURINO Q STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (sM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) N PAGE: TOP PLATE ® O M WIND RESISTANT GONSTRU�TI ON CONNECTORS 'HIM. CHASE WALL a z 1) X CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO o�w Q RIDGE-TO-RAFTERS G520 (9 21 " APPLY TO EACH PAIR OF RAFTERS a z d ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 09/26/22 4 OF 6 ROOF o O a RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER REQ'D BLOCKING TO ALIGN w/STRAPPING Q PLATE-TO-WALL STUD '520 @ 18" APPLY TO EACH WALL STUD w t j o EA. LEVEL ABOVE N THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD R`,EDARCy HEADER-TO-JACK STUD G520 @ 12 FLOOR/GLG. ® APPLY TO EACH JACK STUD � CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD o SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER- '520 WRAP UNDER DOUBLE SILL PLATE �'� 03740 <'t� SILL PL,4TE (USE WITH 3" SQUARE WASHERS) �TF 74 '�� SIDE VIEW FLAN VIEN OF NE k USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED IN5TALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q NEW PARTIAL HEIGHT 0 _ EX15TINO TO BE DEMOLISHED WOOD FRAME (L.O. STL. W EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL N STL. WHEN APPLICABLE) Q +' L() C NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL 1 POST FOR 4" WALLS ('o^ w r� W WOOD FRAME (L.O. STL. O w T_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL = •v >1 O P05T FOR b" WALLS), U.O.N. ++ C14 NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. 0 c WHEN APPLICABLE) •v CV 0 1 O O m -W V_ O +� Ill FLOOR PLAN NOTES C 04 O O °° WINDOW NOTE: n , O O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN �✓ CASEMENT,DOUBLEHUNG,OR GLIDING(AS NOTED); INSTALL AS PER MANU. SPEG.'5. FOR SUBSTITUTIONS,SEE NOTE #q IN "OLA55 WINDOWS AND DOORS" ON PAGE 0-002 IF CASEMENT WINDOWS - ALL 05MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH 3.ALL &LAZING WITHIN IS" OF FF TO BE TEMP. OL. 4.SEE PA&E 0-005 FOR FRAMING ELEMENTS AROUND WINDOWS(TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"X8" HEADER U.O.N. EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: NET CLEAR OPENINO........... 51 S.F. NET CLEAR HEI&HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM VJ l� V-0" I6-2" dJ EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. EXIST. 2"x6" R.R. ® 24" O.G. ® 24" O.G. ® 24" O.G. 4"x5" ALUM. Q DOWNSPOUT \ w (TYP) A-501 A-301 A-501 \ MODIFIED EXIST. v O �t x n EXIST. 2"xb" R.R. d� NEW 2"xb" R.R. OVERHEAD > GARAGE ' ' ' ® 24" O.G. ry ® I6" O.G. b"x3" ALUM. DOOR / 3 ON SLAB s &UTTER(TYP.) x / X SM/GO ul / FALSE BARN DOORS GUTTER HIGH (8'W x-I'H) POINT(TYP) IF__ — V EXIST. 2"xb" R.R. ® 24" O.G. EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. ® 24" O.G. ® 24" O.C. �' - _ _ TRPL. R.R. ROOF LINE ROOF LINE L 4"x5" ALUM. \ I DOWNSPOUT \ I m 1 (TYP) \ I C; NEW 2"xb" R.R. ® Ib" O.G. \ 1 EXIST. 2"xb" R.R. ® 24" O.G. EXIST. > ~ m OVERHEAD DOOR / w lu / � U I MODIFIED Q a = OUTTER(TYP) GARAGE O 1 O' EXIST. 2"xb" R.R. j NEW 2"xb" R.R. �+ N ® 24" O.G. ON SLAB A — — I � F � ® Ib" O.G. Q -EXIST. STORAGE ABOVE- � N r � EXIST. 2"xb" G.J. \ \ W \C7UTTER ITYPj PROJECT: i \ ® 24" O.G. O \ SISTER. 2"xb" G.J. 1' \ i ® 24" O.G. I N I CO LL EXIST. > ADD 2"xb" G.J. RENOVATION OVERHEAD BETWEEN EA G.J. NEW 2"xb" R.R. DOOR / 12 O.G. EXIST. 2"xb" R.R. ® 24" O.G. ® I6" O.G. 2- A-301 A-301 ' A-301 160 CEDAR BIRCH ROAD / (1 2) 1 ® t I " EXIST. UP m EXISTINO (I) T ® t85" - - ORIENT NY 11957 �ELEGTRIGAL � TRPL. R.R. SUB-PANEL 6 EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. 4"x3" ALUM. ® 24" O.G. DOWNSPOUT — — _ ® 24' O.G. (rtP) DRAWING TITLE: PROPOSED GARAGE PLAN 24-2 PROPOSED ROOF PLAN PAGE: 0 5 10 20 0 5 10 20 GRAPHIC SCALE 1/4"=f-0" GRAPHIC SCALE 1/4"=1'-0" A-1 OLOO �'fi�0i-'OS�I7 C�fi��C� i�L.��l i=i�Oi�OS�D fi�00� i�L.�N O S.F. HABITABLE SF AGE; -7P 4 S.F. CROSS AREA SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" DATE: 09/26/22 5 OF 6 ti ti "K a W A& � a MO (P 374 F4F N��S n.. Q ELEVATION NOTES Ld OI HATCHED AREAS INDICATE NEW WORK (TYP.) Ld J 0 OTYPICAL ROOFING: 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - — — _ - _ CONSTRUCTION STANDARDS -- _ �_ - _ -. I Q - L0 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION - — -- - 4 // � •C (y) O BEFORE INSTALLATION ---=- -- (D OPROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. 12 ;- — 3 +� N O TYPICAL SIDING: - --- -_-- - - 41 Lf) Z � O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM •D -- -- / CONSTRUCTION STANDARDS _—_ -_ 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION _ BEFORE INSTALLATION - in - - O ++ Ln C � .. J 15 - - ./ i✓• ,/'q •�;';ii�' l.. 1, r,. ,i',, �• / `I 1. ./' ,/' ./ .%" IL'lu�,•../u. U � 4 /'� \ PROPOSED DORMER w I I m I SOUTH ELEVATION (FRONT) EAST ELEVATION (RIOHT SIDE) + SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" U � 12 r(D) Q • - 14 i - - - -- - 2 -- -- ----- -- - - - ----- ._. ..- - - - 2 12 i 4 / 1 PROPOSED DORMER PROPOSED DORMER PROPOSED DORMER NEST ELEVATION (LEFT 51DE) SCALE: 1/4" = 1'-0" NORTH ELEVATION (REAR) z w SCALE: 1/4" = 1'-0" 0 U CU Q 0 PROJECT: NICOLL RENOVATION EXISTING RIDGE TO REMAIN _ PROP. RIDGE HEIGHT _-____--_-----__--_ 160 CEDAR BIRCH ROAD ELEV. +I5.4 ------- ORIENT, NY 11957 BU I LD I NO SECTION NOTES �� sue'•. EXISTING RIDGE TO REMAIN I - New ROOFING NOTE (TYP.): DRAWING TITLE: OMATCH PITCH ® MATCH PITCH I. INSTALL NEW ASPHALT ROOF SHINGLES,OR STANDING MIRROR EXISTING PITCH OPPOSITE DORMER EXISTING 2 OPPOSITE DORMER PROPOSED EXTERIOR ELEVATIONS SEAM ALUM. METAL;PROV. ICE/WATER COMP. UNDER PN STORAGE METAL (SEE ELEV. FOR LOCATIONS) I -" 12 3 I R P�RP1, nr� ` 12 4 BUILDING SECTIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2 R P�PN EXIST \5�'R R p� k ALI SOFFIT AND FACIA 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS R PER R• X OVER N� BAN u� EXIST G.J. PER PLAN SISTER PER PLAN 5.INSTALL 15 # BUILDING FELT N.O.N) OVER - NEW G.J. PER PLAN X 4.1/2" GDX PLYWOOD SHEATHING(BLOCK ALL SEAMS) Q EXISTING 5.GAP 5HIN&LE OVER RIDGE d HIPS (AS REQ'D) NEW HEADERS ABOVE ALL WINDOWS +£ b.PROVIDE RIDGE PENT(AS REQ'D) EXISTING EXISTING TO REM IN CEILING HE16HT DOORS PER PAGE: '1. FLASH ALL VALLEYS ALIGN W/EXISTING CEILING HEIGHT EXI5TIN6 TO REMAIN TO REMAIN STRUCTURAL PLANS b.INSTALL DRIP EDGE AS REO'D SOFFIT AND FACIA TO REMAIN 2"xb" SILL 4. INSTALL ALL AS PER MANU. SPEG.'s 3 MODIFIED TYPICAL ROOF 8 CEILING CONSTRUCTION: GARAGE MODIFIED PLATE G GARAGE ® WINDOWS. A-201m00 2 NEW ROOFING AS NOTED q LINE OF EXISTING 3 O 1/2" GDX PLYWD SHEATHING(BLOCKING ® ALL LINE OF EXISTING ROOF RAFTERS 4 PLYWD SEAMS) ROOF RAFTERS TO REMAIN • R.R.,G.J., b G.T. AS NOTED ON PLANS(® SPANS TO REMAIN 11 LEDGER DATE: 09/26/22 6 OF 6 OVER b' INSTALL "X" BRIDOINO ® CENTER OF SPAN, U.O.N.) EXISTING SLAB ON GRADE � EXISTING SLAB ON GRADE BOARD • MIN. OF R-49 SPRAY FOAM INSULATION IN LATH.;R-401 BATT INSULATION IN FLAT CL6. _ AVERAGE GRADE TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): ELEV. +O.O' POUR GONG. O • UPON "VENTED TYVEK" HOUSE WRAP(OR EQUAL) — HAUNCH FT6. r ��tED RRC • PLYWD SEAMS)PLYWD. SHEATHING (BLOCKING ® ALL _ — _ — — — M • 2"xb" STUDS ® lb" O.G. w/DEL. TOP PLATE _ _ _ _ _ _ f • 2" FOAM INSULATION W/R-13 BATT INSULATION (R-2l) (� +�� • 5/6" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYP): O I. INSTALL NEW HARDI LAP OR 545 510INO (REF. TO ELEVATION) SECT 1 ON I --I/A-5O 1 SF-GT 1 ON 2-2/A-5O I 2."TYVEK' HOUSE WRAP (OR EQUAL) ��. �374Q yC1� 3.INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR PROPER SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" �OF N�� INSTALLATION 5.51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL