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HomeMy WebLinkAbout49993-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Y, SOUTHOLD, NY rr 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#: 49993 Date: 11/3/2023 Permission is hereby granted to: Brantuk, Jose h 44632 Main Rd Southold NY 11971 To: construct accessory pool house as applied for. At premises located at: 44632 Route 25, Southold SCTM #473889 Sec/Block/Lot# 86.-6-31.3 Pursuant to application dated 10/23/2023 and approved by the Building Inspector. To expire on 5/2/2025. Fees: ACCESSORY $526.50 CO-ACCESSORY BUILDING $100.00 Total: $626.50 Building Inspector 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 11i� ;r°°rr�rv. " � I�olc�tnr� r . t Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V x PERMIT N0. [MqBuilding Inspector; If OC r 1 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. V _. Date:October 13, 2023 OWNER(S)OF PROPERTY: Name:Joseph Brantuk scTM # 1000-86-06-31 .3 Project Address:44632 Main Road, Southold Phone#:516-313-3045 Email:jgbfamily@aol.com Mailing Address:44632 Main Road, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address: PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email:; DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 165,000 Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? ❑Yes *No 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 AC Conforming this property? ❑Yes RNo IF YES, PROVIDE A COPY. ® Check Box After r 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 tothe Building Zone Ordinance of the Town,of.Southold"Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are ` punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name":1AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: \0 -2-37I2°3 STATE OF NEW YORK) SS: COUNTY OF I ) y .�-\(11')0'1 \1 �(`�L:l�10 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the " " (Co ractor, 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. C� H.TAX Dy Sworn before me this Notary S Of No*YO?k No. ONA6088001 Qualified In Suffolk - a day of ,20a 3 Commission Expires . S- moo _1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ww .,e residing at 32-- .ate Q✓ do hereby authorize AMP Architecture to apply on my behalf to the Town o 'Southol Building Department for approval as described herein. A Lawn14 r s Si Lure Date Print Owner's Name 2 Young & Young 400 Det—der Av—.Riverhead, New York 9190t Tyw'wne cc.. �yacm�. 0w"y t M .batt C. Tm4 A-hit R r l a h A tl 6 a Gaar tkN S AntaraWC..W r9e' d$' Fp„m, NOTES ELOT NT�R21M�121'`FILED IN THE QFFIGE OF THE TO OF w LL,BUT NOT FILM IN THE OFFICE OF THE OL RK CP SUFFOLK CWNTY. S ii 1 0 o fo'r CERTAIN AREAS .. .. . r 0.26,H Formerly ;W,, 9 Iwwtt,Y cz��u s.�m acmes r w�T TON or Corey Creek 9�;,. � •.m,,.,, ..�.._ .'”"-�,. ..// WA' ..'... .... "SubJoct to SUPT k C—Aty DeL LLC, Rights! ' a, ,.. ....... LPOT�z EJasarN®PaTwua ......................._�" a 14 �oQz W ova a^.wVS� t A ACAIMS 511'52'40"Ed1rM«+t21 Twwt^ �A•• ��„,d..��-^” ,� PARCEi 8 5-`r t2R+ ^� A OF THIS MAP LLl:ACTION IS IT 15 ATHER INTENT THAT PARCEARCELL A WILL BY NANCY JOSE c ":..,,,."..—" "•-•'"'• „-•. THAT PARCH 6 WILL 5E OMWED BY.do.,FPH PEARSfJN AND eRnNruK a PATR1ua SRANflAc. KEY MAPSCALE,0.6oa I a t �..,mm �/ . - L " s� REfrrEv owNERs l000-06.0691 NANCY G.PEARSON (sub Development 5758SOUTH �µwIoHARBOR aRvO-A�aD "Mohring Enterprises II'Lot 4 Minor 5ubdlvlelon yLOT a'� � BRAXTUK 6P4TwclADnow or formorl INN 50'9'25"tat Pjaw Of,KAY N TIIothyffey 144692 INROA IL /.UTHOLD,NY11411 at to SuFkDmoot RI hts) gq t g '70,49 q M 1 row 7 ✓" �„ M1 ,o kx" d .._ _. ._.,..,... ,.....�,m,......._ „ '9f M a TY LI 1 er ". r,"�,,,✓" r __ , .. Fan � l , 4sCA NuGtO ar Nwa .,,,.L.,..,,,aR...._. .-.r...: wu5 aw s'" I e.ar ttl SURVEYORS G TIFIGATION e rar� �25° m�r y _ _ q ��" h�'"Or" "kM ✓r N15'41'25'H 'M'" ""40'.28°W N ry k, qy,, JJ1H1 AND FROM FROM MAPS a ACiil�ED yM F1oGPERTY Llt� 26'Tt 5u.fr5 4 „216HT OF WAY X5 f, 4 m � '� " t �'"�LINE c noW or Formerly 0 o 00 Little Boor Realty,IncId . . ro tri L m y o w aa m RIGHT of WAY s1 > tVlSl^iT 01F KAY PROPOSW -I PROPEMM LIQ y "�,�,..+•P' M.w w, S �°'� r'� 6(I Is w w✓�s ,mN. 4r „a .k^ l 6me RIGHT OF WAY ' 40r ------ view or KAY - ` 4PY MAP PREPARED FOR S� N ' eb G er v .eRooM c 11ss°4 "44V ', JOSEPH BRANTUK 4 �e q'S MGH H„en uns�b I9k Sc r a" ,m er nous,.aaa BJ95"'4Fi?„4°'VM Er 1 "";. .se a a«n 55.22Y� NANCY G. PEARSON a P DETAIL RICHMOND GREEK ie@ At Peconla,Town of Southold Suffolk County,New York BOUNDARY ALTERATION MAP .e ...���. yl Mr5-4e4' Brr PENCE AR 2T 20 1 OGT. 29. 11RIGfMOND GREEK MAP 2eSfHa��0 PREPARED..m..... _. ........ NOV 09,20oa � o.r�ue.�w� NI•.o+e.exr revm fl•srAse x* ♦.arux.tae® "5cap.E 1 9490 .. No 20, op I Gryµ*y., q„015�,�OII_CiOl01 alt �6 _G _31 .3 Q "/7 FD Lu fY cc C Ln O O 0 c: N z 0 ca Y c x N 51 TE LAYOUT NOTES: ,E�T S�0 F E : A S E <E Nr : O O O O � 1 m - 6 4-1 1. THIS IS AN ARCHITECT'S SITE PLAN 4 ISN Q CII LO SUBJECT TO VERIFICATION BY A LICENSED Q p; SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE FROFOSF-1� FOOL HOUSE (5-001 .00 PROJECT LOCATION &SCOPE ARCHITECT'S BEST OF KNOWLEDGE. SITE PLAN & ZONING DATA n1 2. SURVEY INFORMATION WAS OBTAINED W 511052'40"E 403.aQ FROM A SURVEY DATED MAY 16, 2018 AND PREPARED BY: YOUNO AND 25' ACCESSORY SETBACK 400 05TRANDER AVENUE C�-OO2 .00 GENERAL NOTES ___ __-_____________ ENERGY TABLE RIVE 1-121- 14 II9ol �RO,Z�7 ATA : STRUCTURAL DESIGN CHARTS �� 631-'12'1-0144 v, 1 • PI<.pP. C�-QQ�,QQ HOLDOWN, ANCHOR BOLT, DRYWELL EXIST. EXIST. TRACTOR FOR P.H. SHED SHED (NOT PART EXIST. OF THI5 FILING) ACCESSORY SHED PROJECT / ZONING DATA FASTENING SCHEDULE & NAILING DETAILS ,,,,�� (NOT PART OF TAX MAP # 1000-86-06-31.3 _ fin "'� EXIST. INGROUND THIS FILING) 21.6' SWIMMING POOL 0-0014.00 FRAMING GRAPHICS (NOT PART OF ZONING DISTRICT AG CONFORMING BEAM CONNECTION PATTERNS U PROP. POOL THIS FILING) LOT AREA 5.6 ACRES FIREBLOCKING DETAILS HOUSE W/ COVERED PORCH CofO - SINGLE FAMILY #Z-2'1632; 04/18/01 HEIGHT < 22'-0" DWELLING PROPOSED LAYOUTS •�/� EXIST. CofO - INGROUND SWIMMING #Z-28083; 11/26/01 v ACCESSORY POOL GARAGE (NOT PART OF CofO - ACCESSORY #Z-28380; 04/30/02 TRACTOR SHED THIS FILING) CofO - ACCESSORY GARAGE #Z-30577; 11/23/04 A-201 .00 PROPOSED ELEVATIONS cam EXIST. ARBOR PROPOSED BUILDING SECTION (NOT PART OF GofO - ACCESSORY SHED #Z-30685; 01/13/05 THI5 FILING) GoPROPOSED CONSTRUCTION DETAILS fO - ARBOR ADDITION TO #Z-30686; 01/13/05 EXIST. 2 STORY DWELLING DWELLING (NOT PART OF THI5 FILING) LOT COVERAGE O DESCRIPTION (FOOTPRINT) AREA LOT GOVERA5E TOTAL LOT AREA 241,2aq.0 S.F. EXISTING DWELLING W/ ARBOR 3,83-vi.3 S.F. 1.696 EXISTING INGROUND SWIMMING Q00.0 S.F. 0.490 POOL EXISTING TRACTOR SHED 1584.7 S.F. 0.796 i - - ` EXISTING ACCESSORY GARAGE 4018.6 S.F. 1.795 7 FRESHWATER EXISTING ACCESSORY SHED 2ao.4 S.F. 0.190 WETL.AND5 EX15TINO SHED 68.8 S.F. 0.090 i ` PROP05ED POOL HOUSE 341.0 S.F. 0.1% w I O 1 N �BRANTUK POND 1 z O (MANMADE) I m TOTAL AREA OF ALL STRUCTURES 11042.8 S.F. 4.6% dJ � � PROPOSED COVERED PATIO 4.75.0 S.F. 0.1% g "MAXIMUM LOT COVERAGE ALLOWED - 20% 0 AGGE55ORY STRUCTURE REGUIREMENT5 50Q°251281'E 50' R.O.W. 70.47' 5OUTHOLD CODE 280-15 N09°40 8"WT.Npq°Ip'26,"y,I 148.0' NOa°25'28"W POOL HOUSE RQRD. PROPOSED COMPLIES � 51.63' PROJECT: MAXIMUM MAXIMUM HEIGHT 22.0' 15.0' YES +/- 1,854 ' 70 MAIN ROAD 6N MIN. SIDE YARD 25.0' 121.6' YES B RANTU K N MIN. REAR YARD 25.0' 64.8' YE5 POOL HOUSE m BUILDING MAX. S.F.; 5% OF TOTAL 7,23 1 S.F. 816 S.F. YES PARCEL POOL HOUSE M.S.F. 350 S.F. 341 S.F. YES 44632 MAIN ROAD SOUTHOLD, N.Y. 11971 DRAINAGE CALCULATIONS DRAWING TITLE: NEW IMPERVIOUS SURFACE AREA; 816ROJECT LOCATION & SCOPE PROPOSED POOL HOUSE S.F.s.F. SITE PLAN & ZONING DATA 2" RAINFALL EVENT (.17) X SURFACE AREA = G.F. OF REQUIRED STORAGE 136.0 G.F. ° (1) 8'(P DRYWELL PROVIDE5 42.2 G.F PER FT. OF DEPTH s 07 X SURFACE AREA) / 42.2 = RORD. 5.2 VER. FT. PAGE: VERTICAL FEET OF DRYWELL PROVIDE (I) 84) X 4' DEEP DRYWELL u-001000 530000'4ci"E DRAINAGE SYSTEM INSTALLATION NOTES: 15.0' A MINIMUM OF 10' SEPARATION 15 REOUIRED BETWEEN DRYWELL5 8 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE DATE: 10/23/23 1 OF 6 EDGE OF ALL FOUNDATION WALLS N A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 74 5 1 TIE PLAN SCALE: I" =50'-O" NOTES $ SPEOIFIOATIONS CARPENTRY MOOD FRAMING MATERIAL STANDARDS 51TE WORK A55 E V I ATI OI VS IT 15 THE CONTRACTOR'S RE5PONSIBILITI'TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 # BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD l INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORKPRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, a- 2. 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. BFE 11515E FLOOD ELEVATION I INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 6ENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRA WIN65. BLDG. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING W PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS _J co APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ APPLICABLE AS A DERIVED WORK). 4. NEW AND EXI5TIN& BACK FIL_ MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE Q ' N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY ENER.AL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. -� BOTTOM MECH. MEGHANIGAL � �E � PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, _ 0 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYP5UM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. Q 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM _ AND AUTHORITIES HAYING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ -0 �-- O RULES SPECIFIED IN 1.1 THROUGH 1.8. FOUNDATION, CONCRETE, AND MASONRY G.J. CEILING JOIST I�NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 �+; 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _____ i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PON51BILITY 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Z O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE CV OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SUB-GONTRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF a- �CO -Y d" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS �• ALL BEAMS, &IRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION ASENGY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONT. CONTINUOUS O.G. ON CENTER >, 2 X 0 - SHALL BE CLARIFIED WITH THE ARCHITECT/'ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE _ WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT. THE 0 O +-J 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL DBL. -][DOUBLE OCG. OCCUPANCY - C9 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE N5 GDA OF THE 6LR.AD N6 A ENGY WHIG L INCLUDE AN EASILYHGOMPLI IIES WITH TSHABLE HE OR 4 m 4-J � 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE F.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION � CV p Ca UNLESS APPROVED BY THE ARCHITEGT/EN&INEER. Q O a O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLE55 DIM. DIMENSION P. GONG. POURED CONCRETE "1. CONTRACTOR TO VERIFY DIMENSIONS Of' FOUNDATION WITH FLOOR PLANS OTHERWISE NOTED BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHIN& 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GPX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. 1 PLYWOOD ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS ______ W 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-J015T5 SHALL MEET THE PROVISIONS OF ASTM P505ITORI UNTIL 151 TIER OF FRAMING I5 IN PLACE. ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. OWNER/BUILDER ARE RESPONSIBLE FOR, ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 -T, FOOTINGS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EXIST. EXISTINGEVALUATION REPORT. RI RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. SOLID WITH CONCRETE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NSLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. / , UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF v 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM D5456 5TANDARD SPECIFICATION FOR EVALUATION OF 10. ALL CONCRETE TO HAVE AN JLTIMATE COMPRESSIVE STRENGTH AT 28 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE X CRO55 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE n RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-O" AND AT EVERY &-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 DAYS OF 4,000 F.B.I., U.O.N. FAR FLOOR AREA RATIO STL. STEEL Vf 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH F.A.V. FRESH AIR VENT S.V. SMART VENT -I"� W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-003. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES U51NO PREFABRICATED • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 BROOM GLEAN. NECESSARY. SET FORTH IN AN5VTPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 13. BRICK VENEER TO BE ANCHORED WTE WITH CORROSION RESISTANT TIES - FF ELEV. FIRST FLOOR ELEVATION MP GL. -I[TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, (1) WALL TIE PER (3) 50. FT. U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLYWITH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, L AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. FOUND. FOUNDATION TOP TOP OF WALL GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 03? SPECIFICATION FOR GYPSUM LATH, OR ASTM 6-19 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD ! n THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM SHEATHING BOARD. v / FR. TYPICn` AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FRAME TYP. AL VJ 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENSINEER. NO FRPR. FIREPROOF EU.O.N. UNLE55 OTHERWISE NOTED Q 20. P.T. SPECIFIES PRE55URE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DIN6. ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND CONCRETE SHALL BE PLACED 04 FROZEN SURFACES. ASAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 29b COPPER 1.8 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ARCHITECT/ENGINEER. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNIE55, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE H.D. HOLD DOWN -� w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WHERE EVER APPLICABLE. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF TH < I E ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS ANY OF THEM MAY WOOP-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTIN6. ALL 4" THICK PARTY INDEMNIFIED HEREUNDER. A. TRU55 JO15T MGMILLIAN 1.9E MIGROLAM CONCRETE SLABS TO HAVE 6x610/10 WELDED WIRE REINFORCING. HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JO 15T McMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AS IN SOLID $ BOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x &" . .'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I NSULA�TI ONENESTRA�TI ON fi�'EOU I REMENTS AOF CONCRETE, ETC. ARE TO BE GAREFULL7' SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANUSPECSTANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP rt 3-O BELOW GRADE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINSPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL 5TANDARD5 SECTION, THE GOVERNING BUILDING CODE, - AUT SPECIFICATIONS OF WILL NOT BE PERMIT ED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFAGTURER'5 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GLASS WINDOWS AND DOORS AUTHORIZATION OF THE ARGHITEGT/ENGINE3.R. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWI5E SPECIFIED. COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 RECUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NYSEGCC) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 2. &LASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED. - OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX.U-VALUE ■ 0.32 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED U-VALUE ■ 0.25 20. CONTRACTOR To REMOVE � RELOGAT!° A5 REQUIR.ED ALL EXISTING WORK FENESTRATION U-VALUE MAX.AIR LEAKAGE • 0.50 GFM/SF YES AIR LEAKAGE = 0.30 CFM/SF PER R402.4.3 8 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 6208 STANDARD SPECIFICATION FOR WITHIN 18 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CATHEDRAL GEILIN6 R-49 SPRAY FOAM INSULATION T' MIN.R-VALUE - 49 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN 4. ALL GLASS UNITS SHALL BE 145TALLF-D IN STRICT ACCORDANCE WITH R-VALUE THICK(R-'i PER INCH) PER TABLE R402.I.2 -CLIMATE ZONE 4 YE5 SPECIFICATIONS, UNLE55 NOTED OTHERWISE' 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'5 5PECIFICATION5. MIDDLE ONE-THIRD OF THE STUD LENSTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2"xb") HOOD R-21 BATT 1NSULAr1oN MIN.R-VALUE a 20(CAVITY) YES 22. PROVIDE FIREBLOGKINS AS PER NEW YORK AGGE5515I1-1TY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FRAME WALL R-VALUE PER TABLE R402.1.2-CLIMATE ZONE 4 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 ENERGY CONSERVATION CONSTRUCTION CODE. OF THE HOLE SHALL NOT BE OL05ER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. TO STATEMENT: UNAUTHORIZED USE UNDER FEDERAL LAW BY W ' THE ARCHITECTURAL ORKS TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN COPY'RIOHT PROTECTION ACT OF 1990 (AW(:PA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-5EC7I0N. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 25. FOR NEW WALLS, A PERFORATED SHEARWALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS 5PEGIFIED IN M 2.2.1 THROUGH M 2.2.1. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, -7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 0-003 b 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME E, 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. to 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 8. ALL GLASS 15 TO BE FREE OF 50RATCHE5 AND IMPERFECTIONS. GLASS w NEW YORK STATE PROPERTY MAINTENANCE: CODE, AND 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 STATE ENERGY CONSERVATION GONSTRUG7"ION GORE. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 3 MANU. SPEC.'s). A5ME 5I5.2.1 5GUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 9. ALL WINDOWS TO BE MARVIN. IF CONTRACTOR IS TO SUBSTITUTE WITH 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE AM RVIN WINDOW 5PEGIFIED. THE w (AFbPA) AMERICAN WOOD COUNCIL (AWG). TREATED WOOD b FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERI5TIC5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, WALL w/ STEEL SHIMS d A MIN. 314" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM 1'0 THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REOUIREMENT5. PLUMBING GORE. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, TEMPERED CLASS. a MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS COPE. WIDE 3 COUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRAD .E 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TA ALE R501.1 HOWEVER, WHEN COLUMN OR P05TINO IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE AND ANY & CLIMATIC. $ OEOORAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S EXTERIOR GLAZING SHALL BE PROTECTED FROM RNE DEBRIS. GORE EVALUATION REPORTS. GLAZED OPENING PROTECTION SHALL MEET THE REQUUIREMEIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA?O AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) b ANCHOR BOLTS, MISSILE TEST OF ASTM E1996 AND ASTM E1886 AS MODIFIED BY 2020 NYS BG GROUND 5NOW LOAD 25 LBS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SECTION 301.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET B RANTU K H/6" RI5E 6 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5.SPECIFICATION FOR DRIVEN ASTENERS: NAILS, SPIKES, AND STAPLES. THE REGUIR.EMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. AN51/DASMA 115. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: DEFLEGTI ON POOL HOUSE 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADAPTED FROM STANDARD FOR HURRICANE: RESISTANT RESIPE4TIAL 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH EXPOSURE CATEGORY B CONSTRUCTION;55TV 10-99 AND 2018 SBC, HIGH WIND EDITION 1^00D FRAME SHALL MEET THE REQUIREMENTS EN THE GOVERNING BUILDING CODE A THICKNESS OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 8' SHALL RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE r� I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE FLOORS,5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES 2.2.7. 5CREW5: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS 6 PARTITIONS H1180 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING HOODSCREW5 (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERIN6 SEVERE 44632 MAIN ROAD 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 8 PLASTERED CEILINGS 1-/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ON THE BUILDING. FR05T LINE DEPTH 3-0SOUTHOLD, N.Y. 11971 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 3. METAL PLATES, CONNECTORS, 5GREWS, 5OLT5 AND NAILS EXPOSED AND WATER BARRIER FROM ED6E OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ALL OTHER STRUCTURAL MEMBERS 1-/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO 5ALT CORRO5ION IN COASTAL LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PLUMBING DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DHy) EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WSYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. WITH AN APPROVED EQUAL PRODUCT. ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA 5PEGIFIED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER 5TUD5 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE of OPENING. 5PEGIFICATION5. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL WASTE PIPES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER A LOCATED IN UPPER THIRD OF ATTIC 5PCE AND ATTACH TO EACH PAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 6AGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" FOOT. RAFTERS. PERMITTED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: OJTRUOTURA�L DES I CSN LOA17)5 PAGE: 6 '1. PROVIDE (2) LAYERS . UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - DISH WASHER.........................................2" 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN SINK........................................2" 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - LAVATORY...............................................2" USE LIVE LOAD DEAD LOAD 16' WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT 5HINOLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - SHOWER/TUB..........................................2" THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - TOILET........................................................3" G-002.% mOO 8. SILL PLATE TO FOUNDATION ANGHORA&E;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAUNDRY .................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - FLOOR DRAIN..........................................3" OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40sf 15 sf PROVIDED WITHIN (b TO 12 INCHES OF EACH END OF EACH PLATE, ANCHOR ARCHITECT 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 41' p p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'f" IN GONGRETE/MA50NRY THROUGH ROOF. DATE: 10/23/23 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE 5UE35TITUTED WITH A TOP MOUNTED 7• PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN GOOKS AS REG'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ELECTRICAL: PROTECTION. I. ALL NEWAPPLIANCES LY INSTALLED ELECTRICAL WORK OR APPNCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLE55 1. 201'1 NATIONAL ELECTRIC CODE, NFPA 'TO AND LIA NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ENERGY CONSERVATION CONSTRUCTION GORE. DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION. •. I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf � `^� r''''.''�,t 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 5. 515", ONE HOUR RATED, TYPE 'X' GYP5UM BOARD ON GEILIN6 AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL p p <;6Y" .• nx�•,6 "ev ,', COMPLETION OF WORK (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. e: fi • " . , -, „ SLEEPING ROOMS 30 sf 15 psf `'` •?ll , .,- `'•°;, ,`; IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING P P C 3. SMOKE DETECTORS, IN CONFORMANCE INITH NFPA '12: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR p'? , 'a'`t, �"" CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO CONCEALMENT OF PLUMBING. �" k' r STAIRS 40 sf 15 sf ""' - GENERALLY, VERIFY OR PROVIDE HARD WIRED p p �• � :`��i'"I'' SMOKE DETECTORS w/BATTERY BACK-UP IN: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE < P� I„ I:` y .M 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. II. NOTCHING AD BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ^ i` r TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 psf 15 psf $i �, d. II, � � .' A. EACH SLEEPING ROOM �� - ' ' ' !':`;• TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. a �I - 9" R-30 FOR FLAT CEILINGS �' C -°[kap='�'�1� B. OUTSIDE OF EACH SEPARATE SLEEPING 12 psf FOR ATTIC, i�•��`_-F.---I" AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD To BE USED ON ALL OUTSIDE CORNERS AND AROUND - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILING5 MECHANICAL, FUEL GAS: ROOF LOADING (LIVE = 6ROUND SNOW LOAD) 25 psf p s " ALL OPENINGS. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION p 15 psf FOR CATH. fir- CA y THE BEDROOMS (GENERALLY THE H?LLWAY) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. - 5.25" R-21 FOR FLOORS I. MECHANICAL AND FUEL 615 SYSTEMS SHALL COMPLY w/THE G. EVERY LEVEL OF DWELLING NY5 MECHANICAL CODE AND FUEL OAS GORE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) A50E 'T-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOW N DETAILS 7"rF GAL NAIL I NC/STRAFF I NO REOU RE= IENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s; MANUFACTURER U F L I F T/ SHEAR/ $ LATERAL !tel N D RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-5-003 FOR 5TRAPPING AND NAILING REQUIREMENTS, Q ALL 57RAPPING TO BE V4"x 20 GAUGE* -- "SIMPSON" EQUIVALENT - 0520 (COILED AND ROUGH OPENING FRAMING REOU I REMENT5) STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu FASTENER SPEC. FASTENER ccm HOEDOWN HOEDOWN '5' GONNEGTION A NA L I NC CSR I D DESCRIPTION AND QUANTITY 5PAGING FOR, UNDATIONSTROOF GE I L I NG FRAMING AT RAFTER TO RIDGE — O I.DIM's ARE ALL MIN.M's BASED ON USE OF ONLY A Ibd >: (D ENDWALL •-'1111" CONNECTION: �+� � "„....-- COMMON NAIL w/o PREBORED HOLES. L. ENDWALL ” , RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER z O (3) 2x FULL (3) 2x FULL CORNER STUD ". """1111 �^ 2 2.WOOD IS ASSUMED TO BE D F,•2 d BTR. IN DRY USE N I HEIGHT STUD HEIGHT STUD CONNECTED TO =::, FOR STRAP - 3 e, d* COMMON R.R. 2.. SERVICE d �CD -Y CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST To TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T T U CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c X CV TRANSFER SHEAR "SIMPSON" HD06 N • • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP O a--+ CD FOR ROOF SLOPES UNDER 5:12 WITH • fin HOLE5,5ET NEW MEMBER. O m HOLDOWN ANCHOR ® 2-I6d COMMON 2-I6d COMMON LOCATIONS NO NAILS ® 6" O.G. 8 ROOF SPANS OF 24 OR GREATER, • • • • • • � +-+ 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV NAILS ® 6 O.G. b USE 4 8 d COMMON NAILS ® EA. GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-I6d COMMON EACH LAP C Or— CORNER, O O" O.G. IF BLOCKED ON PLANS 10' O.G. IF BLOGKE `''�,, „„ • • CORNER POST END OF STRAP. G J ?° 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q O a O CORNER POST "w"`""•" TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE 'SIMPSON" HD05 THE ABOVE ASSUMES A RAFTER ±1 GRAPHIC BELOW) HOLDOWN ANCHOR ® 5PAGIN6 OF 16" O.G.; FOR SPAGIN65 n 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-66 COMMON EACH END LOCATIONS NOTED d OF 24" O.G., INCREASE NAILING BY A GERG410N 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END d GONNEGTI ON BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWN INSTALLATION OPTIONS: ,..•• CONNECTION: 4:4 FOR NEW P. GONG. FOUND.'s . '""" o ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. B2 �~�~�~ TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/6"0 THREADED ROD END OF STRAP. . . U • — "~ • • ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA, SIDE FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s ! • • sm WHEN IN TOWN OF I5LIF OR NAILING ^ ` -7/5'4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 11 11 NOTE"s GEOMETRY EXCEEDS THAT PERMITTED IN • • w LLJCONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ----1 B� • • MAX, NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. T M ADHESIVE), 8 FOR TEMP.'S o°F-40°F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE 1 1 1 (HIGH STRENGTH AGRYLIG ADHESIVE) " ""-M" HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES—did • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS + FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN USE SAME : �~~ TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD w/7/6"(P THREADED ROD CONNECTION "--•1111" M • FOR G.J. TO R.R. - q16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U REOUIREMENT5 FOR 1111' -•�, .,," • 2-I6d COMMON I2 PER FOOT RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOCKING (FACE-NAIL) 0 APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW HOEDOWN 'r-.' HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n 1 � ; V/ (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUD FOUNDATION ® ONE STORY ONLY CORNER STUD Q CONNECTED TO TRANSFER SHEAR ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HD06 (3) 2x FULL -~" • HOLDOWN ANCHOR ® 2-16d COMMON HEIGHT STUD .-~''".- G2 1111 " `1111`11`11`" TO STUD CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. b ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3e, d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST I NAILS ® EA. END OF STRAP 1 JOIST ON LEDGER To BEAM (TOE-NAIL) 3-6d COMMON PER J015T FOR EA. PLATE TO STUD ABOVE s OR 2-I6d G M N I BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O.C. ° �'"'••. "'""'"'""'"'" JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT \. """•..""`•M. : \11••11 ° • �'� ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a 'SIMPSON" ST D14R CONNECTION DI D2 SOLID PERIMETER EDGE ZONE ° 8d COMMON b" EDGE / 6" FIELD HOEDOWN INSTALLATION OPTIONS:_ oc 6® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO 9" RAKE OVERHANG ....•-•••-11'11' HOLDOWN CAST IN PLACE w/7/6"4) THREADED ROD • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s "'"~ „ • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING 1/5'41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: DZ CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FRO11 MW IN. h ADHESIVE), 4 FOR TEMP.'s 0°F-40°F USE "SIMP5oN' AT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER ° FOR STRAP - 3 5 d* COMMON NAILS ® EA. ONE #4 REBAR t-� " END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON 1� "•. ° WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/7/8"(P THREADED ROD '` , 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° d ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD rn FLOOR CONNECTION w/ # LPT4 SIMPSON (OR 11.11..•..•"". ... P.STRAP w/(3) Z NAIL NC/STRAFF I NC W NDOW/DOOR +--LEADER �� STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES • •" Sd NAILS® EA.END � OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON 142.5A) U A - NUMBER OF bd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.7,P. 169);WHEN STRAPP N6 CONNEGTI ON E STRUCTURAL PANELS: � REOUIRE5 OVER 14 NAILS, USE SIMP5oN 0516 5TRAPPING (OR EOUAL). „-~1111 1111" I" or LESS: Sd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5235,P. 91) „„. ”-""' „- • GREATER THAN I": Lod COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUD5 ® EA. SIDE OF HEADER(2016 WFGM,TABLE 3.236, P. 29 ; ...1111"""•...." ALTERNATE AS PER TABLE 5.23D,P. 293) - •" 1111" ' I —D b - NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51DE "' - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. A AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2016 WFGM, TABLE 3.7,P. 169) ° ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 6 W _G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (201FGM,TABLE 5.22F, P. 6) ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2016 WFGM,TABLE 3.22F,P. 2 5) ° d ° °d ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE �. , ° <, ° ° ° d ° °d° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2016 WFGM, TABLE 3.5,P. 191) " ��-" ° ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To 1-I6D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH g BANTU K FASTENING SCHEDULE B '""" "•..,. " d° ° d e SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° ° g' FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) M" „ " " " 2 16 d COMMON NAILS POOL HOUSE A NOTATION SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED R�UUGH A B G D (2 PLY (3 PLY F OPENING HDR) HDW WOOD, AND/OR TIMBER CONSTRUCTION THE FOLLOWING 510NASE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 44632 MAIN ROAD 2'-0" 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 II 3 Si�L I G I NC O TOS i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: FOR RAKES 12"OR TOP PLATE BLOCKING 2 0 N, ANCHOR BOLT, LESS PROVIDE 8'-0" 6 2 3 5 i I 5 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKIN6® 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-0" O.G. TO ACHENE RAKE O.H. BE "I" "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - 10'-O" "7 2 4 6 2 I 6 _ —_ ---- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE 5TRU07URE UNDER SECTION 602 OF 12'-0" e 2 5 8 2 1 8 BUILDING MINIMUM SPLICEBUILDING MINIMUM SPLICETHE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 66 NAILS EA. END DESIGNATION FOR STRUCTURAL 3'-0" OF EA. STRAP 01 6" DIAMETER 01 COMPONENTS THAT ARE OF TRUSS TYPE, 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003OO ANCHOR BOLT Si�EG F I GAT ONS CONSTRUCTION AS FOLLOWS: ■ 4'-075'-0" 20'-O" 5'-0" � - "F" = FLOOR FRAMING, INCLUDING BLocK1N6 2 5AY5 GIRDERS $ BEAMS CORNER - "R" SPEGIFIGATION (2018 WFGM TABLES 3.2A 4 3.28, P. 15'7-160) 24-0II 4-o /5-0 241-011 6,-o = ROOF FRAMING II BACK ® 4-0 0 e- CONDITION 39 FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 10/23/23 3 OF 6 5/8"41) ANCHOR BOLTS ® 301" O.G. • 32'-O" 6'-O"/7'-6" 32'-0" 8'-O" SECOND FLOOR 1 T _ k NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 561-011 5,101-010 C.11-011 CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" 8'-011/10'-0" 40'-0" 11'-0" I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS fire_ v }•� • PROVIDE AN EQUIVALENT NUMBER OF NAILS .. ' w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" o.G. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-O" 13'-O" 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL *:., CONDITION IN EXPOSURE B TYP. STRAP w/(3) Er TOP TWO COURSES 50LIM 6d NAILS EA. END STROKE r r r` 3.TABULATED SPLICE LENCTH5 ARE BASED ON 8 FOOT WALL 60-O 121-011/151-01, _501-011161-011OF EA. STRAP :fl HEI6HT5 FOR OTHER KALL HEICHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FORALL BE MULTIPLIED �, PLAN DIAGRAM OF ZONES_ OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LA FOR EALTERNATIVE TNRNP TERAL LOADS icy ALL H 6HTt�oii WITH F ABOVE '10'-O" 14'-0" '70'-0" Iq'-O" FIRST FLOOR yf �.4 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" Q 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-O I6-O &0,-01, 221-011 l FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOCKING 2 BAYSRED PANTONE WHITE II'WALL- 1-675 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- Is FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL M 15CELLANEOU5 FRAM I NC GRAPH 1 G5 CONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A R75LOGK I NCS FOR PLATFORM NOOD FRAM NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REOUIREMENTs: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE)) BE/4 oE"Ab a WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q DESCRIPTION TOGETHER 51DE BY SID: ARE CONTINUOUS OVER BLOCK I NC UNDER LOAD BEARI NC WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPING. Lu NON-LOAD BEARI NC WALL OFFSET FROM SUPPORT A (2)ROHS IOd NAILS a 12"O.G. P W THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST -U CTS STUDS STUD S (5)ROWS IOd NAILS a 12"o.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRE5LOPPINC SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE <I 4-1 (V 5UBFLOOR (1:15L.2) DBLRa ENI ' 0 BOLTS a 12"O.G.STA66ERED; TWo-PIECE JOINTED ON THE SAME 51DE OF THE SUPPORT. PLATE SERVE AS F RESTOPPINGTRUCTI0 : THE SOLE AND DOUBLE fY 50LE PLATE BUILT UP CIRbER P MAX.52" D (2)RONS 1/2" m BOLTS a Ib"O.C. NAILING: SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE J FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O � O JOIST SERVES AS FIRESTOPPING. }- f9 SIDE WITH IOd NAILS, TWO NEAR EACH END OF �'+-+ � E (2)ROW5 1/2" R BOLTS a 24"O.G. L z BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O CV 0 F (2)ROWS 5-5/8"TRUSSLOGK SCREWS a 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN MAILS IN A HORIZONTAL OR OF NONCOM-BUST BLE FILL. d '- to ' SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 2 — L) r (2)ROWS 5-3/8"TRUSSLOGK 5GREW5 a I6"O.G. P' SIDE w/ IOd NAILS, TWD NEAR EACH END OF EACH1 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c X N " 5GREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA00ERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN OO m O �.� 1 (2)ROWS 5-5/8"TRUS5LOCK SCREWS a 24"O.G. JOISTS SERVE AS FIRESTOPPIN6. Qv H �, BETWEEN NAILS IN A HORIZONTAL LINE. JOIST SCREWED ON(1)SIDE OF MEMBER 4-J 4-J L0 MAXIMUM OFFSET THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N Cts J (2)ROW5 5"TRUSSLOGK SCREWS a 12"O.G. BUILT UP 61RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � JOIST DEPTH,d S-IIII D ON BOTH SIDE OF MEMBER 2 INCHES OF WOOb BLOCKING PLACED BETWEEN JOISTS Q MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ T/40 NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. '— �- (2)ROWS 5"TRUSSLOCK SCREWS a 16"O.G. Q UNDER NON-LOAD BEARING FIRESTOPPING AND K 5CREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMC)IATE JOINTS, AND w/ THE BLOCKING 3 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE DOUBLE PLATE L (2)ROWS 5"T 30TH SICK SCREWS a 24"O.C. BETWEEN I/b Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL SCREWED ON BOTH SIDE OF MEMBER d I/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. BE ADDED BETHEEN GE I L I NC BRAG I NC FOUR-PIECE GIDER5 ARE TO BE A55EMLEM AS 5TR NEER TO SERVE AS STUDS RE5TOPPING.N ADJACENT TO n , CANTILEVERED FLOOR 1.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 e"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 3 CONNECTION PATTERN 'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIEGE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 2 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE 'PLATE CABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2'x4' coNrlNuous MASONRY PIERS, NAILED TO WOOD POSTS OR TRUSS THE VERTICAL OPENING 15 5EALED BY PLA5TER ON THE CEILING LATERAL BRACE a b O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U BAND JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n , G PLATFORM FRAME CONSTRUCTION SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON tJ/ I `�A I I I `l/-' FATTERI ` S FOR C 1'")E LOAF,)E1� 5E:A� S (I e . FLUSH I USS 57AA -15) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � m 10) 8d j,- L./ .J l� LOAF,)E:7,) I 1 ` J-. ✓ L.J .J -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. W NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 5TOPPINe MULTIPLE-PIECE MEMBERS ' 1 JOIST " 5d COOLER NAILS a 10"O.G. III v NAILED BOLTED 2"x4" BLOCK NAILED TO EA.BRAGS VERTICAL L BLOCKING 2 Rows 1ba 5 ROWS 16d 2 RowsK' 2 BOWSY�" 2 Rory1�" „i, W/(4) lod NAILS COMMON COMMON BOLT5 a 24' BOLTS BOLTS FIRESTOPPIN6 WHEN e 12"O.G. a 12"O.G. 01%, LTA ;e a 12"O.G. a b"O.G. GOJERIN6 IS APPLIED • O a P TO UNDERSIDE OF 2 .STRAP STUD GYPSUM BOARD g Two ROWS 12"O.G. THREE ROr5 12"O.G. JOISTS Q LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 �+ DOUBLE PLATE "� 5d COOLER NAILS a 10" O.G. (lo) 8d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° NOTE: ENDWALL STUDS AS NOTED IN NOTES 1 8 8 ° ° ° ° 5 JOIST SHALL BE LOCATED DIRECTLY « ° ° ° ° LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS NONCOMBUSTIBLE ALTERNATE OVER STUDS, UNLESS TOP PSOLE LATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FIRESTOPPINe OF ORDER DESIGNED TO CARRY THE LOAD SCREWS#6 VW TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6 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.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAILTHICKNE55 OF THE MEMBER.USE WA51HIMI UNDER HEAD AND NUT. O O O O O O O O O O OVERLAID ROOF 5.STA66M EACH ROW OF FASTENERS BY 12". O 0 O O 0 O O O O \ 2"SPACE NOT \K ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. ( TO BE FILLED vt ® NONCOMBUSTIBLE FIRE5TOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPINB N. APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. j III b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -T \\ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS 12"OR LESSFIREsroPPlNe \ \ 4 86 NAILS LOCATION 8 LOCATION q a EA.END a R.R. 6.B ROHS OF Ibd COMMON NAILS(I2"O.C)FOR DEPTHS OF 14",Ib"8 16". LOCATION 10 FULL WIDTH 2" BLOCKING Z O tu CONSTRUCT ON DETAILS I$ NI ND LOAD PATH GONNEGT ON DF-TA I LS TOP PLATE: DRILL 2"(P INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL XI5T.ORNEN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAIL NOTED CONT,BLOCKING TOP PLATE SPIKED TO R.R.'S ALIGN NEW d EX. R.R. AS SHOWN iG I NC STUDS PLAN VIEW NOTE. OO,R.R. INLR a HED WOOD JO I S WOOD JO I CRIPPLE STUD BLOCKING JO I ST HANGS HEADER GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OE CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -fl � WOOD C I RDER WOOD J JOIST ACK STUDS 11 MAIN MEMBER JOIST FRAM I NC OVER WOOD C 1 RDER JOIST FRAM I NC FLUSH W 1 TH C I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS ,,IAM•x B APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, B R A N T U K I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL II AT A a0° ,ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R BE I�TALLED IAVOID N IE INS, NO MORE THAN 2 TOE NAILS SHALL SIDE O A RAFTER OR CEILING JOIST WALL 5TUD WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x&" TOP PLATE. BATHTUB 5UB FLOOR 44632 MAIN ROAD DOUBLE .JOIST DOUBLE JO15 —0 TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD °`I FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NO (SIM. CHASE WITHIN PLANE OF ROOF DOUBLE JOI57 FOR UNDER A BATHTUB DOUBLE JO157 FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/ STUDS TO ATTIC FLOOR h BLK'(9 TO R/L SIDES w/STRAPPING TO R/L 51DE5) TOP PLATE 0 o -1 Q W ND RESISTANT CONSTRUCTION CONNECTORS PAGE: GHIM. CHASE WALL Qz U CONNECTION LOCATION: PART NUMBER: NOTES: e 4 mOO zQ RI DOE-TO-RAFTERS 0520 ® 21 " APPLY TO EACH PAIR OF RAFTERS ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a Z DATE: 10/23/23 4 OF 6 ROOF o 9 0 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ D BLOCKING O TO ALIGN w/STRAPPING w n PLATE-TO-WALL 5TUD C520 @ 18" APPLY TO EACH WALL 57UD ® EA. LEVEL ABOVE II *kyr' / THE FIRST FL. ® —w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL 57UD 4. z,�� . ® HEADER-TO-JACK STUD 0520 © 12 FLOOR/GLG. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE 57UD I < SHEAR WALL HOLDDOWN ANCHOR 557816 APPLY TO EACH SIDEWALL END i WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 3" SQUARE WASHERS) ,`' SIDE VIEW PLAN VIEN K_ 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. L„/❑ I `4❑ AL 5'*�r I " I50L <E""r : ALL NEN WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING b STRAPPING FOUNDATION PLAN NOTES FLOOR PLAN NOTESFSI�`'OOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT P. GONG. MONOLITHIC SLAB: DOOR NOTE: FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER d. ❑ � WOOD FRAME (L.G. 5TL. O • 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD S Oj I. INSTALL NEW EXTERIOR DOORS BY 'ANDERSEN' Q WHEN APPLICABLE) SILL SEAL 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS WINDOW CHART EXISTING TO REMAIN • ANCHOR BOLTS AS PER PAGE 6-003 3. INSTALL AS PER MANU 5PEG.'s Lu �-•-� NEW FOUNDATION WALL • 4" THK. REINF, P. GONG. SLAB H/6x6-10x10 W.W.M. 4.PROVIDE (2) 2"x8" HDR., U.O.N. EGRESS f� G-003 FOR ALL OTHER FRAMING ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT J coNEW WOOD FRAME (L.G. BETWEEN CENTER d UPPER � OF SLAB 5. 5EE PAGE STL. WHEN APPLICABLE) - UPON 6 MIL VAPOR RETARDER ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. TAO TYPE MODEL # OPENING PROV. PROV. (y) - UPON 4" THK. GRAVEL BASE _ WIDTH REOV: 20" PER PER ,F - UPON GLEAN COMPACTED FILL HE16HT REOV:24" UNIT UNIT NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL �/ • BEARING UPON P. GONG. HAUNCHED FOOTING AS PER DET. SMOKE DETECTOR / GO DETECTOR NOTES: WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.? S.F. 'E L0 P05T FOR 4" WALLS O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT --- - 0 WOOD FRAME (L.G. STL. B.O. FOOTING I'-O" (MIN.) BELOW GRADE. � �� � �� � �� " � r, WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL • PROVIDE I" THK. RIGID INSULATION AS REO'D PER DET. 5MOKE / CARBON MONOXIDE COMBINATION DETECTOR A CASEMENT GXWI45 5'-0 4-5 2-I I 4'-4 10.5 10 O " .-- 0 HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. POST FOR 6 WALLS), U.O.N. = Z3 NEW 2-HR FIRE RAT=D 2.INSTALL ALL AS PER MANU. SPEG.'s }- Y HOEDOWN: 3. 5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR L WOOD FRAME (L.G. STL. O HOLDOWN 'D' AS PER PACE 6-003 IN COMPLIANCE WITH LOCAL CODE p E_ (V0 0 WHEN APPLICABLE) DOOR SCHEDULEQ. '� ul •� OWINDOW NOT=: - 2 x U I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN DOOR MATERIAL O 0 x0 .N CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); 0 m ,. INSTALL AS PER MANU. SPEC.'S. FOR TAG DESCRIPTION MANUFACTURER p Ul NOTES N4--J 5UBSTITUTION5,5EE NOTE #q IN "6LA55 WINDOWS d c C6 AND DOORS" ON PAGE 6-002 IF CASEMENT WIDTH HEIGHT Q 0 a O WINDOWS - ALL 05MNT WNDW5 SHALL HAVE IU STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE FIRST FLOOR TILT WASH 3. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. l - -- ^ ` 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 101 4 PANEL SLIDERS ANDERSEN II'-Q" 1'-II FW612080-4 w WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2)2"X5" HEADER U.O.N.EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE: BUILDING GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EORF-55 5HALL BE FOLLOWED: NET CLEAR OFENINO........... 5.1 S.F. U • NET CLEAR HEIGHT............... 24" MINIMUM i NET CLEAR WIDTH................. 20" MINIMUM (D t ONEW TILE FLOOR: I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 3.NEW CONCRETE SLAB O5 NEW 4"x3" ALUM. DOWNSPOUT (TYPJ U Q •rr—^^ Vn,J W mm m NATURAL LIGHT VENTILATION FLOOR AREA 350 S.F. T N _ 4b REQ. S.F. PROV. _ Q O O QREQ D 25.0 S.F. ?6.4 S.F. Q VENT 14.0 5.F. 64.0 S.F. B 22'-0" - - — — — — — — — — — — — — — — — — — — — — — — ' mw - �._ W_� �- ��. �br� . ' �� - - - - - - - - - - - - - - - - - - - - - ❑ 2 I � I ' - - - — - - - — — — — — — — — � Q ft a �J 12" HAUNCH FT6. POUR LI Q 2 Q I a I I I I z W/ FOUNDATION (UNDER �� Q Q I I I � WALLS ABOVE) I x O( p I Q� cV PROPOSED POOL N 0 I I a `j I 2 A I HOUSEI A ad I O N I ( 0 841 S.F. WO Q F I I x I I _ 3 " tu -I �0 I PROVIDE 4" POURED GONG. - U lu in 5LAE': W/6x6-10x10 W.W.M. in CATHEDRAL ABOVE x z BETWEEN CENTER d UPPER I a WHITE V-GROOVE a x OF SLAB SECURED IN p CEILING p - 0. uj PLACE DURING POUR; I= I A I I I I (- PROVIDE 6 MIL POLY ON 4" 1 0 01 N A-201 GRAVEL SASE BELOW I x 2 x 1L SLAB f " I I I PROJECT: CEILING HIGH POINT ( I 7EE- (2) 1.15"xll 7/5" LVL RIDGE • d) A — — _/— — — — — — — — — — — — — — - —� — — — — — I- — — — — — — — — — — — — — — — — — — -� i (3) POST TO (3) I.,5"xa.5" 2.0E GP (3) P05T TO `t I I N T U K RIDGE - LAM HEADER - RIDGE :. ;. ------ - I L_L------------------=J� POOL HOUSE W a - IOI LD Q w 5+_�/ T01 ROOF LL UP I k-5'4/2" 2 RAFTERS I 44632 MAIN ROAD PROVIDE 4" POURED GONG. Q QSOUTHOLD N.Y. 11971 SLAB W/6x6-10x10 W.W.M. ' OL Q Lu BETWEEN CENTER $ UPPER - t) V PROPOSED R� r OF SLAB SECURED IN O ti W V Q I - v COVERED PATIO I - U v PLACE DURING POUR; 4"f5 S.F.nQ d .►n- O O PROVIDE 6 MIL POLY ON 411O V, x' �p X x= DRAWING TITLE: GRAVEL BASE BELOWdJ O X SLAB r x z ® PROPOSED POOL HOUSE PLANS 24"x24"x36"D P. GONG. _ PAD FOOTING;PROVIDE0. ANCHOR BOLT TO r, �� .�� (2) 1.15"x111/5" 2.0E 6P LAM HEADER; ^? F 17CONNECT COLUMN BASE7HL WRAP W/ Ix CLEAR CEDAR(CLEAR STAIN) m❑ ❑ ❑ 1 L 1, PAGE: A-2ol O 6"x6" PT P057 6"x6" PT POST i N WRAPPED W/ Ix CLEAR i N WRAPPED W/ Ix CLEAR 84'-0" CEDAR (STAIN GLEAM Q CEDAR (STAIN CLEAR) _ _ O m i N d FROPOSEr7) F0UNr7)A71 ON PLAN FROFO�JE� FLOOR PL AN DATE: 10/23/23 5 OF 6 SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" FROPOSEI7) ROOF PLAN SCALE: 1/4" = I'-O" D FS, *�, e 0' ELEVATION NOTES BUILDING SECTION NOTES ONEW SIDING NEN OI 1. Ia SEE AL50 NOTES AT SECTION INSTALL NEW ROOFNG A5 NOTED ON < ELEVATIONS 2. INSTALL ICE AND WATER SHIELD FROM FASCIA Lu IA MATCH SIDING AT DWELLING Lu TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER J CO ONEW ROOFING NOTE (TYP.): 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER _ PROPOSED RIDGE HEIGHT 1 cy) SEE ALSO NOTES AT SECTION 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL _-_-_-_-_-_-_-_-_-_-_-_-—_________— Q _ (V ) ELEV. 16.5 SEAMS) O ..._.....-.�._____ �_,.____..__._ --_ ..... ._..__._...-._._. __....-_.....___.r__,_._....._.........�._ _-.o,.. _ _.__..... 5. GAP SHINGLE OVER RIDGE � HIPS (AS REQ'D - = - NEW ASPHALT SHINGLE ROOFING BY GAF OR EQUAL MIN . .. _ - - - -- 6PROVIDE RIDGE VENT (A5 REQ D) 12 - O 30 YR. WARRANTY),TO MATCH D6•�fELLING ,-:_.._�--..-_. ._z<__�_=r--=,:�-_---_-----�-��:��=_�_-=�_-�=�--_-_-_°-�--�- ---- - - --- -- -- - � _ - --- -� -: -_ - R D i Z - - - - - --- -- --- _ ---- -_--- --- - - -- 7 FLASH ALL VALLEYS B.INSTALL DRIP EDGE BLACK AS EQ NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE INSTALL ALL A5 PER MANU. SPEG.'s a - -- -- -- - = -- = - -_ ---_--- a 1 ,� LO (TYP.) ALUMINUM HALF ROUND -- - - = - - - �-• -� -- - _.�� -.� a- --_— U i -- - - - - --_ ---- --- -- -- -- - - NEW ROO�NGFAS NOTED G CV - CONSTRUCTION: TYPICAL 5/4x5 AZEK WHITE (OP. EQ. : -- - - -- - ---— - _ - - — - - - - - --- . - ._ _ O O ..._�._..._-._._ _._..., ..._ -..__.. ..- _ . F.. _ . w: w _ _. - I/2" GDX PLY SHEA HIN L KIN ALL 2 C O4CD I. PROVIDE AT ALL FRIEZE BOARDS b SOFFITS _>_- -__-_ -==--=-_-_ :__.-_:_-____ -_--- -.-_.:- _ _,:- -, --. __ __ . .. --- - T 6 B OG 6 ® O 2. PROVIDE AT ALL FASCIAS _-.=-- _'_= __�___---__ -= __ --- - -__-- -= --_ -- -�' _--_--- _= _:- PLYWD 5EAMS) +' � 2 � 3. PROVIDE AT ALL WINDOW 8 DOOR TRIMS - ��-.-.._..... _ _-__ _.-�.. w-.`T._- ..--'^____.... _ _ __ _ _-- - ---- - - _ _� _- - _____ -_ R.R., G.J., S G.T. AS NOTED ON PLANS (® SPANS _____ PROPOSED TOP PLATE O N 0 .. - - - ---------------- OVER V INSTALL "X" BRIDGING ® CENTER OF I 1 Q p: O SPAN, U.O.N) II PROPOSED COVERED ELEV. +q.7 ••MIN. OF R-44 INSULATION - - J PORCH R-4Q SPRAY INSULATION® CATHEDRAL CEILIN6 A-201 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) PERMAGA5T p 4 p • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® COLUMN ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. W DBL. TOP PLATE �� • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH PROPOSED FIRST FINISHED FLOOR lol NEW SIDING NOTE TYP. : iv ELEV. +0.3' U . — 4 ( ) I �" BLUESTONE UPON 5 PROPOSED POOL O O 2" SAND BASE HOUSE I. INSTALL NEW SIDING (SEE N07E5 ® ELEVATIONS) UPON --� BASELINE (GRADE) N m 2."TYVEK" HOUSE WRAP (OR EO)AL) ELEV. +O.O' W 5.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL PROP 50UT� ELEVATION (�izONT) -MONOLITHIC SLAB ELEV. -1.3' Sr 1 CALE: I/4" I'-O"= 5 NEW TILE FLOOR: v O I. NEW TILE FIN15H (H.O. TO 5ELEGT) UPON I - I/A-201 SU I L_i7)I NC SECTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5. NEW CONCRETE SLAB </r SCALE: 1/4" = I'-O" n�` W 2"xb" FRAMED WALL 4" P. GONG. SLAB 6"x6"-10x10 W.W.M. BETNEEN CENTER 4 UPPER 2,x ,6 SILL PLATE OF SLAB SECURED IN PLACE DURING POUR _. ....__- -----------_--- ------- - - --_ - - - - - -- - - - - -- = TERMITE SHIELD a GRADE ° - _ O O O O _- _---- _-- -- _ - -- 2 4 HCR. CONT. a O REBAR TOP # 4" &RAVEL BASE UPON BOTTOM (4 TOTAL) GLEAN COMPACT FILL D � a° 6 MIL VAPOR RETARDER HOT DIPPED &ALVANTIZED ANCHOR BOLTS ® 39" O.G. S MIN. 12" FROM CORNERS;PIN INTO GONG. PROVIDE I" THK. SLAB w/MIN. 7" EMBEDMENT. RIGID INSULATION /A-201 MONOL.17H I G 5L AB [�ETA I L_ z W SCALE: I" = I'-O" 0 >U W NORTH EL_E Y AT 1 ON (REAR) TYP. ROOFN& (SEE SECTION NOTES) tii SCALE: 1/4" = 1'-0" Q TYP. ROOF CONSTRUCTION (5EE SECTION NOTE5) '51MP5ON' H2.5A R p l p�Rp�pN PROJECT: RAFTER TIE R BRANTUK POOL HOUSE G.J. AS PER PLAN FA501A BOARD 44632 MAIN ROAD BEAM AS PER PLAN SOUTHOLD, N.Y. 11971 "SIMPSON" P064 DRAWING TITLE: (FOR 5 PLY/ \ N ALVANI ED J015� \ 2/4) „ G SIMPSON BG52 PROPOSED EXTERIOR ELEVATIONS (FOR 2 PLY BM) HANGER 3 PAGE: P.T. COLUMN AS PER PLANS; AM INSTALL AS PER MANU. SPECIFICATIONS P.T. POST AS A-201m00 PER PLAN GRADE ri O DATE: 10/23/23 6 OF 6 12"(P 'SONOTUBE' FILLED • • •it II•' : SOLID w/ P. GONG. II ll: (MIN. 4,000 PSI) 11'•• . Z "51 MPSON" (2) #5 BENT REBAR. P05T BASE PER I " BLUESTONE UPON O POST SIZE 2" SAND BASE F F I �"� ye STONE PATIO NEW 24"x24"x12" II II h/ /�^J� G }-� DEEP P. GONG. PAD f 4�J L�� - �C '. ` 'n a- 5 EVA710N EFT 511 EAST EL_EVATI ON RI IT 511 FTG. (MIN. 4pOO P51) _- : . "a • ( ) #NEW 3 5 HCR. x SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" 3„ REBAR UPON (5) #5 '' ,tia HCR. REBAR (6 TOTAL).. �s 4 2/A-201 PERMAOA57 COLUMN DETAIL. 5/A-201 GOY. FORC H DETAIL. �°� SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"