HomeMy WebLinkAbout49457-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
�M 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#: 49457 Date: 7/10/2023
Permission is hereby granted to:
Kessler, Emily
405 Kerwin Blvd
Greenport, NY 11944
To: Legalize "as built" finished basement. Construct alterations to first floor and construct
a basement apartment to a single family dwelling as applied for. Rental Permit
Required.
At premises located at:
375 Tucker Ln, Southold
SCTM # 473889
Sec/Block/Lot# 59.41-7
Pursuant to application dated 6/2/2023 and approved by the Building Inspector.
To expire on 1/8/2025.,.,
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $615.20
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $239.60
CO-ALTERATION TO DWELLING $50.00
Total: $904.80
..................................................._ - ......._..-
Building Inspector
,19` 40 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
R Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 httL)s://www.southoldtownny.gov
'°"
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Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
JUN 2 2023
PERMIT NO. 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:06/02/23
OWNER(S)OF PROPERTY:
Name:Emily Kessler SCTM#1000-59-11-07
Project Address:365 Tuckers Lane Southold NY 11971
Phone#:917-969-1173 J Email:emilyjacklynkessler@gmail.com
Mailing Address:365 Tuckers Lane Southold NY 11971
CONTACT PERSON:
Name:AMP Architecture, Michelle Sarabia
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631-603-9092 Email:msarabia@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box , Mattituck, N.Y. 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone M Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
El Other Legalize existing finished basement and proposing accessory aparment $n/a
Will the lot be re-graded? ❑Yes iiNo Will excess fill be removed from premises? ❑Yes liNo
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Resldential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 NC this property? ❑Yes No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted rint n P Architecture ■❑Authorized Agent ❑Owner
Signature of Applicant: Date: 0(10) OD-l 2�-3
STATE OF NEW YORK)
----A -k��L)
COUNTY OF
I
l I C 3a ra U 1 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Agent
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.�� 34 .
BARBARA H.TANDY
Sworn before me this Notary Public, State Of New York
No. 01 TA6086001
Qualified In Suffolk County, /5 ,,
a day of , 20 073 Commission Cresj3gM,0 -1
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Emily Kessler residing at 375 Tuckers Ln Southold
I
NY 11971 AMP ARCHITECTURE
do hereby authorize to apply on
7beto the Town of Southold Building Department for approval as described herein.6/1/23
wner's Signature Date
Emily Kessler
Print Owner's Name
2
As-<:r� -ssor,
SITE PLAN HATCH KEY:
PROPOSED BUILDING ADDITION Q
® PROPOSED ACCESSORY STRUCTURE W
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--`-------------�-� -------------- -' � �< ` �� �� 0-001 .00 PROJECT LOCATION &SCOPE
-�LEOAJ�I ZE EX I STI NO F I N I SHAD SASEMENTSITE PLAN & ZONING DATA
-FROFOS I NO AOC E550R%r ? FARTMENT
GONG. � 4.�'
��LC �—OO2 ,QQ GENERAL NOTES
EX I ST I NO - X I ST ENERGY TABLE
I STORY Jn(QQ i F RQ�E�T DATA : STRUCTURAL DESIGN CHARTS
DNELL I NO DC' I (5-005.00 HOLDOWN, ANCHOR BOLT,
-8.O , .;, DETAILS
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FASTENING SCHEDULE
REMA INS —
TAX MAP-# 1000-51-11-07
® w� Q2 m _ 25 I ZONING DISTRICT R-40 NO A- Q 1 .00 PROPOSED DEMOLITION PLANS
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LOT AREA 0.3 ACRES
AREA I GofO - ADDITION Z-10201;1180
PROPOSED FOUNDATION PLAN
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�`� ROOFED DECK 38324;2016 w
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EXISTING EXISTING I OBJ•OO PROPOSED FIRST FLOOR PLAN
HABITABLE GROSS >
SPACE AREA
BASEMENT AREA 261 S.P. 13"11 S.P.
425
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FIRST FLOOR AREA 1583 S.F. 1816 S.P. — I O I .00 DWV/ WATER SUPPLY RISER a
AREA TOTALS 1582 S.P. 3275 S.P. PROJECT:
ILI LAND I N( ASTABLE PROR055 D
0 5PACE AREA K ESS L E R
01 I 0 BASEMENT AREA '113 S.P. 13-11 S.P.
o __ ---- RESIDENCE
GONG. F I RST FLOOR AREA 1583 S.P. 1816 S.P.
NAL < O -
° N AREA TOTALS 2376 S.P. 3275 S.F.
365 TUCKERS LN
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DRAWING TITLE:
EXIST. PROPOSED COMPLIES PROJECT LOCATION & SCOPE
-- - SITE PLAN & ZONING DATA
MIN. FRONT YARD 35.0' 36.0' 36.0' YES
I`67°45 1OO"N �O.O FRONT GONDARY 20.0' 21.7' 21.7' YES
MIN. SIDE YARD 10.0' 25.7' 25.7' YES PAGE:
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ER L A E MIN MAX PROPOSED COMPLIES DATE: 5.17.23 1 OF 7
l� MAIN HOUSE HABITABLE S.F. 16005.F. - 1852S.F. YES
APARTMENT HABITABLE S.F.
SITE LAYOUT NOTES: (MAX IS 40% OF MAIN HOUSE
I. THIS IS AN ARCHITECT'S SITE PLAN $ IS HABITABLE SPACE AND 4505.F. 7415.F. 5245.F. YES
SUBJECT TO VERIFICATION BY A LICENSED CANNOT EXCEED 750 S.F.) � E®
SURVEYOR. THE INFORMATION __ s
REPRESENTED ON THIS SITE PLAN IS TO THE PARKING SPACES 3 - 3 YES ���
ARCHITECT'S BEST OF KNOWLEDGE.
2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED AUG. I, 2023 AND 2Z j
PREPARED BY:
1 2
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E L E
ID E N
NATHAN TAFT CORWIN III
;HE 152
LAND SURVEYOR
1586 MAIN ROAD,
C I-I � FLAN�I JAMESPORT, NY I1c147
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SCALE: 1" = 10'-0"
NOTES $ SPEC 1 F I OATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS &LASS WINDOWS AND DOORS AE3 3RE Y I AT I O I VS 0-
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOalMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL OLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. Q
TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY r0 READ ALL NOTES, OTHERWISE NOTED. of ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRE50RIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER
2. ALL LUMBER IN CRAWL 5PACE5 TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANGE5 ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR W
8" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR
GENERAL
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOOR5,5KYLI6HT5, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LBS) _j ry
. P.T. , SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENTR WITHIN I5" OF FINISHED FLOOR,SHALL BE OF INSULATED TEMPERED CLASS,I.-NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3SILLS TO BE PAND SECURELY FLASHED WITH A TERMITE SHIELDALSO PROVIDE 51LL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED.
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. SPEC.s� MANUFACTURERS SPECIFICATIONS N
APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM Q 0- LO
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. 11
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL O
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN&5 IN PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE.
MIN. =
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MINIMUM .-
AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR }' � N 0 Q
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88 L- LO Z �
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE �- •� `- c%q
OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL D "
7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER &RADINO OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. X U
5. ANY OMISSIONS OR DISGREPANIVE5 OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER C O
SHALL BE CLARIFIED WITH THE ARGHITEGT/EN&INEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 O m -N
WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINC705HABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCG. OCCUPANCY
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE "C 04
6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL 5Y5TEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION +' N 0
UNLE55 APPROVED BY THE ARGHITEGT/EN6INEER. ANOTHER WINDOW MANUFAGTURER, IT IS THE RESPONSIBILITY OF THE Q 0
10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE n `
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVI51ONS OF ANSI/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERI57IG5 OF THE ANDERSEN WINDOW SPECIFIED. THE w
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E61RE55 EA. EACH PLYWD. PLYWOOD
APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS.
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM 05055
q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E57ABL15HIN6 AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED
NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 TEMPERED GLASS.
10. OWNER/BUILDER ARE RE5PON515LE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE OOVERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. 11 EQUIPMENT REQ'D REQUIRED -}� _
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. °
APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI RISER
II. THESE 5ET OF DRAWIN05 ARE THE PROPERTY OF ANTHONY FORTILLO, RA MI551LE TEST OF A5TM Elcicib AND ASTM EI88b AS MODIFIED BY 2020 NYS BG \/
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM
PERMISSION FROM THE ARCHITECT, t= AN APPROVED IMPACT-RESISTANT STANDARD OR � W
UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENT5 O.
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER
14. PROVIDE 'X' GROSS BRAC INO AT JOISTS, 5TUD5, AND RAFTERS WHEN 51-ANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-0" AND AT EVERY &-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO 5TL. STEEL
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL •
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRE5H AIR VENT 11 5.V. 1 5MART VENT
14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS 6OVERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE
BROOM GLEAN. NECESSARY. SET FORTH IN ANSVTFI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL.. TEMPERED GLASS U
CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DE51ON DRAWIN65, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND OENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I5. AT "WET WALL" PARALLEL TO J015T5 FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: OYP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W.
CES. __1TOP OF WALL
AND ORDINANGENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM ° -
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IG, SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7 �9 FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr � TREAD /rl
V J
TI;E 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING SPECIFICATION FOR GYPSUM SHEATHING BOARD.AND STRAPPING PLUMBING FR. FRAME TYP. TYPICAL n 1
COMPLETION OF PROJECT. A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FIREPROOF UNLVJ
MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF
I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DW) U.O.N.
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. FRPR. E55 OTHERWISE NOTED
ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING.
ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL
A&AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES.
ATTORNEYS FEES ARISING OUT OF OR RE51,11-TIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Le) STRUCTURAL PANELS:
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHAN6E5 IN DIRECTION GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WASTE PIPES.
INJURY IB OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH
ITSELF INCLUDING THE LOSS OR USE 1 5F PRO THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANGERS, NAILS, 5GREW5, FLA5HING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER WD. WOOD
ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (F52) PERFORMANCE STANDARD FOR
CONTRACTOR, ANY SUBGONTRAGTOR, WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: I HNOR HANGER ZR ZONING RESOLUTION
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
DISH WASHER.........................................2"
BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN IAE MICROLAM _ HOR. HORIZONTAL
PARTY INDEMNIFIED HEREUNDER. KITCHEN SINK........................................2
B. GEORGIA PACIFIC 2.0E G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND - LAVATORY...............................................2"
F5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
18. ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION NAILING,
INCLUDING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE: PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - SHOWER/TUB............................................
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING - TOILET........................................................3"
ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FENESTRATION
I /"�I I �/�
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY TI-E CONTRACTOR - LAUNDRY .................................................2° INSULATION I `l S TR T I ®I `� R �C�1 I R I I I `t TS
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................3"
APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4"
AUTHORIZATION OF THE ARCHITEGT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF.
CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY
19. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. PROVIDE FROST-PROOF HOSE: 5155 WITH EASILY ACCESSIBLE DRAIN a PROPOSED DESIGN CODE PRESCRIPTIVE VALUE �
NEEDED, UNLE55 OTHERK15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOPE BOTTOM EDGE SOLID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN GOOKS AS REOV. HOSE BIBS 5HALL BE PROVIDED WITH BACKFLOW COMPONENT COMPLIES
PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE:
RAFTER SPAN. NOTCHES IN THE PROTECTION. VALUE G I TATI ON (PER 2020 NYSEGGG)
OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.1 CELLULOSIC 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB ARE TO BE PROVIDED -�
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BOrZP HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. WITH BACK FLOW PROTECTION.
U-VALUE = 0.25 MAX. U-VALUE = 0.32
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE AIR LEAKAGE = 0.30 0FM/5F MAX. AIR LEAKAGE = 0.30 CFM/5F YES
SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING, STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER R402.4.3 8 TABLE 8402.1.4 - CLIMATE ZONE 4
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S.
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES N THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I
22. PROVIDE FIREBLOGKIN& A5 PER NEW YORK ACCESSIBILITY STANDARDS. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR
MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL YES
TO CONGEALMENT OF PLUMBING. BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR
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 PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c)
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE 0LO5ER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. 11. NOTCHING AND BORING OF 51UDS, JOISTS, RAFTERS AS PER BUILDING CODE.
COPYRIGHT PROTECTION ACT OF 19x0 (AWGPA), WHICH HAS SEVERE PENALTIES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE 5TA1EMENT:
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN
GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 5OUARE AND COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USING GRAFTER 4 [RE]. N
CONSTRUCTION;SSTD 10-1111 AND 2015515C, H15H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES).CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ELECTRICAL:
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 50REWS: LAG 50REW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'s). A5ME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). TO 201'7 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE p
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINO DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ENERGY CONSERVATION CONSTRUCTION CODE. 0
2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR ELATES T�tB1-E R501.1
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL OLIMATIO $ OEOORAPHIG DESION CRITERIA
26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS �
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED 501_10 w/TO FOUND. WALL END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLETION OF WORK.
TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE &OVERLAIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS GROUND SNOW LOAD 25 LBS
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72:
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® - GENERALLY, VERIFY OR ALLOWABLE PROVIDE HARD WIRED w
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND SMOKE DETECTORS w/BATTERY BACK-UP IN: 5TRUGTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH a
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &AGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUGTURAL QUALITY, p
WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL A. EACH SLEEFINO ROOM
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ® RAFTERS HAVING SLOPES 6REAT'ER THEN 3/12 EXPOSURE CATEGORY B
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 1_/180
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S B. OUTSIDE OF EACH SEPARATE SLEEPING W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DF-510N CATEGORY B PROJECT:
STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLT5, CODE EVALUATION REPORTS. AREA IN THE IMMEDIATE VICIT
INY OF
5, RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPs2SPECIFICATION FOR DRIVEN FA5TENER5: NAIL5, 5FIKE5, AND 5TAPLE5. G. EVERY LEVEL OF DWELLING K ESS LE R
5 ® 5TEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG THE BEDROOMS (GENERALLY THE HALLWAY)
RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2x4 LUMBER IS w/b /4 RISE 8 w/(2) � BOLTS THROUGH CENTER LINE OF VERTICAL LEGS .2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD INTERIOR WALLS � PARTITIONS H/180 WEATHERING SEVERE
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003.
RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC) FLOORS $ PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O"SHALLRESIDENCE
SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. GYPSUM WALL BOARD ALL OTHER STRUCTURAL MEMBERS 1_/240
1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS A5 5ET FORTH IN THE TERMITE MODERATE TO HEAVY
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY COMPOUND METHOD. MANUFACTURER'S GORE EVALUATION REPORTS.
EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
Ib' WITHIN 4 OF EXTERIOR CORNERS. 2.2.7. 5GREW5: 5CREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 MECHANICAL, FUEL GAS: ICE BARRIER REQUIRED YES
2. ALL GYPSUM BOARD SHALL N WALLS AND GEILIN&, UNLESS WOOD5GREW5 (INCH 5ERIE5). EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 365 TUCKERS LN
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHOREDOTHERWISE NOTED. WATER RESI1S5 TAA (NT W.RJ AT BATHROOMS AND WHHEE RE I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER DEEMED APPLICABLE. NYS MECHANICAL GORE AND FUEL GAS GORE SOUTHOLD
OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE MECHANICAL CONNECTIONS: EXTERIOR WALLS - WIND LOADS W FLEXIBLE FINISHES L/120
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 2. ALL MECHANICAL SYSTEMS, APPLIANCES, $ EQUIPMENTSHALL BE LISTED,
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL MECHANICAL CONNECTIONS 5FE0IFIED AS "SIMPSON" MAY BE LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURER'S 5PEG.'S $ CODE.
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINOS
CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SHALL BE EQUIPPED w/ FLAME SAFEOUARD DEVICE WHICH SHUTS OFF THE FUEL GENERAL NOTES
CODES AND REFERENCE STANDARD: BY 'SIMPSON" MANUFACTURER. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT 15 EXTINGUISHED. STRUCTURAL DES I CSN LOADS
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ENERGY TABLE
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 4. SUPPLY 6 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED STRUCTURAL DESIGN CHARTS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK USE L11/E LOAD DEAD LOAD
STATE ENERGY CONSERVATION CONSTRUCTION CODE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TO AN R-VALUE OF AT LEAST (NYS EGG 8403.3):
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOADINO VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON"
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ALL OPENINGS. DUGT5 3"(P d GREATER,LOCATED IN ATTIC: R-8 EXTERIOR BALCONIES 40 psf 15 psf
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED DUCTS UNDER 3"-P, LOCATED IN ATTIC: R-6
b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. DUCTS 3"(P B GREATER,OTHER PORTION OF BUILDING: R-6
CONSTRUCTIONMER MANUAL THE AMERICAN FOREST 8 PAPER ASSOCIATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER DECKS 40 psf 15 psf PAGE:
)MER
(AFffPA) AMERICAN WOODD COUNCIL (AWG). DUCTS UNDER 3"�, OTHER PORTIONS OF BUILDING: R-4.2
INSULATION MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER PA55ENOER VEHICLE 6ARAOE5 50 psf AS PER PLAN G-002mOO
PLUMBING GORE. FIBEROLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.
FOIL TO BE PLACED TOWARD WARM SIDE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT < 42") 10 psf 15 psf
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2 PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ARCHITECT ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE
FOUNDATION WATERFROOFIN&. 5. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM ROOMS OTHER THAN 5LEEFIN6 ROOMS 40
CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED psf 15 psf DATE: 5.17,23 2 OF 7
CONSTRUCTION CODE. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE.
- a" R-30 FOR FLAT CEILINGS SLEEPING ROOMS 30 psf 15 psf
- 5.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS
- 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION STAIRS 40 psf 15 psf
- 5.25" R-21 FOR 2"xb" WALL CON5TRUCTION
- 5.25" R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200 psf 15 psf �,?,SD ARC
h�r
12 psf FOR ATTIC 444 �[S�
ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25sf
I� 15 psf FOR CATH.
< /' 0
*ALL 5TRU07URAL DE516N CONSIDERATIONS ARE IN CONFORMANCE WITH
ASCE 7-IG, (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) � �
-y�, 0374 ' 4c)
oF IN
-- _ CONTINUOUS BUILT-UF O I RDERS, 5 OR MORE SUFFORTS I R B�.OG ( � AOR L.A� SRM WOOID � FA5TENINO SCHEDULE A Q
NOTE. THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
CONNECTION PATTERN SCHEDULE (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS,
ASSEMBLY REauIREMENTs: Ld
LWJJ
BETWEEN I/6 AND ROUGH OPENING FRAMING REQUIREMENTS)ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J
E
CONNECTION I/4 OFA WHEN GIRDERS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1)
TTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE A5 FIRE-STOPPINGI. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES
PA . N
MAX. 32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER Q ++ Ln
A (2)ROWS IOd NAILS O 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE
2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST DESCRIPTION FASTENER SPEC. FASTENER � � �
ILS O I2°O.C. SUPPORT. NO TWO
O ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. AND QUANTITY SPACING Q,^
B (5)ROWS IOd NAp. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE W
\�
C (2)ROWS I/2" BOLTS® 12"O.G.STA66ERED> JOINTED ON THE SAME SIDE OF THE SUPPORT. Rf'STOPPIAN6�GTION: THE SOLE AND DOUBLE Ow � T_
DBrwo-PIECE PLATE SERVE AS L.O ENDS J ROOF CE I L I NO FRAM I NC } Q
BUILT UP GIRDER P MAX. 32" -F-� N 1
NAILING:
v (2)Rows 1/2" m BOLTS® 16°0.0. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE L-
JOIST SERVES AS FIRE5TOPPIN6. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 C Lo Z d"
SIDE WITH IOd NAILS, TWO NEAR EACH END OF T_
E (2)ROWS 1/2" m BOLTS®24"O.G. 0-
BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE S 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 0 ,y N
F (2)ROWS 5-5/8"TRUSsLOGK SCREWS O 12"O.G. 8 v4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL �� OR OF NONCOM-BU5TIBLE FILL. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST x U
SCREWED ON(U SIDE OF MEMBERLINE; OR GIRDERS ARE TO BE NAILED FROM EACH C O =3 (D
(2)Rows 5-5/8"TRU55LOGK 5CREW5• Ib"O.C. �' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP O Q m .~
6 SCREWED ON(I)SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" ( AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � Q �.+ (O
JOISTS SERVE AS FIRE5TOPPIN6. ++ 04 4`
(2)ROWS 5-5/8"TRU55LOGK SCREWS 24"O.C. BETWEEN NAILS N A HORIZONTAL LINE. O
I H P ( GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP C Q O 0.
SCREWED ON(1)SIDE OF MEMBER I
THREE-PIECE h� -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q
hJ Rows 5"TRUSSLOGK 5GREw5 m 12"o.c. _ t 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS
J BUILT UP GIRDER P MAX. 32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d
SCREWED ON BOTH SIDE OF MEMBER SERVE A5 FIRE5TOPPIN6. COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE
__ NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 �i�I
K (2)Rows 5"TRUSSLOGK SCREWS O Ib"O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE
SCREWED ON BOTH 51DE OF MEMBER 5 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END
�"�
L (2)ROWS 5"TRU55LOCK SCREWS m 24"O.C. BETWEEN IAb
SGREI^ED ON BOTH SIDE OF MEMBER 8 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE.
9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END
BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO
NOTE: FOUR-PIECE GII7ERS ARE TO BE ASSEMLED AS STRINGER TO SERVE AS FIRESTOPPIN6.
I.BEAMS b HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED -}� •
PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8" OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR WALL FRAMING
$ CONNECTION PATTERN 'B'WHEN 10" OR LARGER P` ` FRAMIN6 SHALL BE FIRE5TOPPED AT THE BOTTOM WITH r 1
APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL v
2.WHEN SCREWING OR NAILING FROM Borth SIDES of MEMBER- PIECE ANCHORING: 2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT
OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT BUILT UP GIRDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO /i' I FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF n ,
MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 �L/
BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE
LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED
AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL STUD TO 5TUD (FACE-NAIL) 2-I6d COMMON 24" O.G. •
PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON
NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY PAGES,WILL SERVE
ALI O FA77ER S FOR 517,)E LOADED 5EA S ( 0 . FLUSH BEAMS> -LOCATIONS REOUIRUNG FIRE5TOPPIN6-
AS FIRE5TOPPIN6. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 1611 O.G. ALONG EDGE5
FIRE- WOOD FIRE-5TOPPINs FIRE5TOPPINB r 1
F'�- TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD
STOPPING v
STOPPING FIRE- FIRE- 50LE
FASTENING RECOMMENDATIONS FOR SIDE-LOADED,
MULTIPLE-PIECE MEMBERS SroPPINC STOPPING
BOTTOM PLATE TO FLOOR J015T, BAND JOIST, 2-Ibd COMMON 1-2PERFOOT
"i
ENDJO15T, or BLOCKING (FACE-NAIL)
NAILED' BOLTED'
N
h
VERTICAL 2 ROWS ROWS
FLOOR FRAM I NC
I d 8 ROWS Ibd 2
2 ROWS 6 15' 2 ROWS�' 15" Q
COMMON COMMON BOLTS•34" BOLTS BOLTS FIRESTOPPIAP WHEN
• « COVERING EI APPLIED
• T
O.G.5 A65ERED°
o b O.G.
O 12 O.G.
O 'O.G. O 12'O G.
12'
I
TO UNDERS DE OF
TWO RO
W5 12"O.G. THREE ROWS 12"0.0.
I�
LOCATION I LOCATION 2 JOISTS LOCATION 3 LOCATION 4 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-95d COMMON PER JOIST
BEAM SELECTION w/ 5TD. NAILING ° ° ° ° °
AS NOTED IN NOTES "7 $ 8 ° ° ° ° o o a o 5N NONCOMBUSTIBLE LOCATION
BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END
FIRE5TOPPING OF CARDER
I.TOP AND BOTTOM ROWS SFIOULD BE 2'FROM EDGES �� WOOD FIRE5TOPPIN6 F1REsroPP1N6 BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END
2.BOLT HOLE5 ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" Two ROWS 24"O.G.STA66ERED TWO ROWS b"o.c. LOCATION 5 LOCATION b
5-16c] COMMON EACH BLOCK
FROM THE TOP AND BOTTOM of THE MEMBER.EVERY BOLT MU5T EXTEND THROUGH THE FULL .. TOP PLATE (TOE-NAIL)
THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O BLOCKING TO SILL or
O O OO
5.STAGGER EACH ROW OF FASTENERS BY 12"• O O O O O O O O O l 2"SPADE NOT ` \
TO O E rl D
B I.LE
NONCOMBUSTIBLE FIRESTGI'PIN6
® LEDGER STRIP TO BEAM - 3-I6d COMMON I IED NAI INC IS FROM EACH SIDE. A PAGE NAIL N EACH JOIST
4.FOR aTHREE-PIECE MEMBER,THE sPEc F L I�I I I I \ ( )
S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO
FIRC-STO1°PIN6 �, APPROX.I INCH THICK
BOTH SIDE of THE MEMBER.
JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER J015T
b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED
FOR 4"O.C.NAIL SPACING. LOCATION -1 BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T
51V NAILIN6 FOR TOP LOADED MULTIPLE-PIECE BEAN•5:
FIRESTOFPIN6 `
9.2 ROWS OF Ibd COMMON NAIL5 02"oc)FOR DEPTHS 12"OR LE55 LOCATION 8 LOCATION a BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT
b.5 RoW5 OF Ibd COMMON NAILS 02"OAJ FOR DEPTH.'OF 14',Ib"< ID•. LOCATION IO
ROOF SHEATHING
STRUCTURAL PANELS:
INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD
PERIMETER EDGE ZONE 5 8d COMMON 6" EDGE /6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G.
UP TO a" RAKE OVERHANG
OE I L I NG SHEATH I NO
GYPSUM WALLBOARD �5d COOLERS -1" EDGE / 10" FIELD
WALL SHEATH I NO
STRUCTURAL PANELS Sd COMMON b" EDGE / 12" FIELD
GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD
w
NA I L I NO/STRAf='F I NO 9 W I NDON/DOOR HEADER FLOOR SHEATHING (SUBFLOOR)
0
NOTATION: v
STRUCTURAL PANELS:
A - NUMBER OF bd NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 5.1, P. 189)
/
B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.235,P. 29 I" or LE55: 8d COMMON 6" EDGE 12" FIELD1) GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD �
G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.250,P. 292;
ALTERNATE AS PER TABLE 5.250,P. 293)
D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE. w
A D (2018 WFGM,TABLE 5.7,P. 189) ALTERNATIVE NAILING 50HEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q
E - NUMBER OF JACK STUDS a EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 288) FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE SHEAR CAPACITIES, NAILINO REQUIREMENTS FOR 5TRU07URAL MEMBERS SHALL BE DOUBLED, OR
(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.8,P. 191) 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT:
- WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
E NAILS SHALL BE PERMITTED To BE REDUCED TO 1-I6D NAIL PER FOOT.
5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH
FASTEN I NCS SCHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE K ESS L E R
F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS USED.
(IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOW RESIDENCE
A
NOTATION S I ONAOE FOR TRUSS TYPE PRE-ENGINEERED
ROUGH P` B G D E F G WOOD, AND/OR TIMBER CONSTRUCTION
OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 365 TUCKERS LN
2'-0" 2 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD
RE51DENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR
4'-0" 4 1 2 2 2 2 � /- O �O � � GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE
PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 L I G I I tel
lm/ BRAGIN5/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE:
� -
(B) - REaUIRE5 SILL PLATES OF 2"xb" (MIN.) _ FOR RAKES I2"OR HOLDOWN ANCHOR BOLT
FOR WIND - EXPOSURES B$G - BLOCKING 2 LESS PROVIDE ' '
7 2 5 4 4 4 SPLICE -} TOP PLATE SPLICE REQUIREMENTS r TOP PLATE SPLICE REQUIREMENTS BAY5 BACK a LOCKING a 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS
TOP P I I
FOR WIND - EXPOSURES BSG -
-O O.G. \<TOACHEIVE RAKE O.H.
LENOTH BE "1", "11", "111", "I\/", OR "V" TO INDICATE
ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE
= - THE STRUCTURE UNDER SECTION 602 OF
BUILDING MINIMUM 51PLIGE"4 BUILDING MINIMUM 5PLIGE';2`4 THE NY5 BC.
PIMEN51ON (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT)
TYP. STRAP w/(5) PAGE:
8d NAILS EA. END DE51ONA71ON FOR STRUCTURAL
12'-0" 2'-O"/2'-(q" 12'-O 5-O OF EA. STRAP 6" DIAMETER
COMPONENTS THAT ARE OF TRUSS TYPE,
16'-O" „
ATTIC PRE-ENGINEERED WOOD, OR TIMBER
41-01' CONSTRUCTION A5 FOLLOWS: G-1003MOONG OR BOL-7G IGA7ON
-- �I
20'-0" 4'-0"/5'-0" 5'-O" " = FLOOR FRAMING, INCLUDING
I 20'-O"
- BLOCKING 2 BAY5 GIRDERS 4 BEAMS
CORNER
W-12" SPECIFICATION (2018 WFGM TABLES 5.2A 4 3.28, P. 15"1-160) 24'-0" 4'-O'/5-O 24'-0" 6_011 BACK a 4'-0" O.C. - "R" = ROOF FRAMING
5q
CONDITIONFOR ALL STRUCTURES:
- - "FR" = FLOOR 4 ROOF FRAMING DATE: 5.17.23 3 OF 7
* . %"0 ANCHOR BOLTS 0 5q" O.G. 28'-O" 5'-O"/6'-3" 28'-O" "1'-O"
6'-0"/`7'-6" 32'-0" 51-0"
SECOND FLOOR
P
56'-O"
NOTES: 1.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE
CONNECTION USING 2-16d NAILS PER FOOT.FOR 5HOR7ER SPLICE �yy
I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 81-D"/10'-O° 401-0" 111-0" BLOCKING 2 BAYS �R�DAP%0,
♦ PROVIDE AN EQUIVALENT NUMBER OF NAILS 00 �/
5" SQUARE WASHERS AND END NUT SETUP; - r BACK a 4'-0" O.G.
END I5" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 501-011 101-0"/121-6° 501-01' I5'-0" �1
CONDITION IN EXPOSURE B STROKE
_ TYP. STRAP w/(3)
N TOP TWO COURSES SOLID 8d NAILS EA. END
T 3. TABULATED 5PLICE LENGTHS ARE BASED ON 8 FOOT WALL b0-0.1121-011/151-01, (001-01, I( _011 HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT OF EA. STRAP
2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR t i
LATERAL LOADS SHALL BE MULTIPLIED BY H/8; �� FIRST FLOOR
PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR W
5HEARALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY B
THE ABOVE '70 1-0" 14'-0"
7O1-01' 19l-o
NOTED MIN. SPLICE LENGTH BY THE FOLLOWING FACTOR CAS
5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): „ " 0,774
So-0 16-0 80-0 22-o11 9�, D
FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL - 1.125 -_ REFLECTIVE REFLECTIVE E=0
(SEE DIAGRAM TO LEFT) o' WALL - 1.25 BLOCKING 2 BAYSF N�
II' WALL - 1.375 RED PANTONE WHITE
12' wALL - 1.5 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. #IB.T
4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0" WALL
4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL
2'-3" d' 10'-8y2" 5'_-7--------------
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
22'-9"
WOOD FRAME (L.O. 57L. Ld
� W� EXISTING TO REMAIN WHEN APPLICABLE)
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J 0
5TL. WHEN APPLICABLE) Q N
EXIST. c (3)
u MIN. (2) 2"x4" STRUCTURAL 0
NEW I-HR FIRE RATED ® GRAWLSPAGE
WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL = e-
O � �
POST FOR b" WALL5), U.O.N. 3'0" GL6. , N0
NEW 2-HR FIRE RATED HOHT. LO z 'CI"
WOOD FRAME (L.O. 5TL.
.— r WHEN APPLICABLE) N
>1 o
c co
O O m +�
_r_ O L0
c N
Q O M O
U
4) m
EXISTING WATER
HEATER TO BE EXIST. =
RELOCATED PER UNFINISHED m
— PROPOSED PLAN BASEMENT
(STORAGE) v
'i'o" CLO.
HOHT.
OXBOX AIR
e
HANDLING 2
REMAIN UNIT TO-\] "i'o" GLC. (�
H6HT_ n v/
EXIST.
UNEXCAVATED in FINISHED
BASEMENT
EXIST.
UNFINISHED
BASEMENT
(STORAGE) _
/
"I'O" GL6. I I
HOHT. I I
I (
I = m
1 � r
I I �
I I
ELECTRICAL
I PANEL
TO
REMAI
FROFOSF_D FOUNDATION DEMOLITION FLAN
50ALE: 1/4" = P-O"
EXIST. EXIST.
BEDROOM BEDROOM
z
w
O
711" CLO. '1'II" GL6. L J V
HOHT. HOHT.
Ir I
w
I-
a
0
PROJECT:
EXIST. EXIST. KESSLER
CL. GLS- - - - RESIDENCE
7'3/4" GL6. �+ 365 TUCKERS LN
H6HT. _ s� EXIST.
FOYER SOUTH O LD
'TII" GL6.
,'11" GL6. H6HT. DRAWING TITLE:
EXIST. SUNROOM
HOHT.
(FINISHED AND EXIST.
GL.
CONDITIONED)
EXIST. 2'-10" PROPOSED DEMOLITION PLANS
BEDROOM
c11
� �
m
VI/2" CLO.:
H6HT. W EXI5T.
I ALLWAY PAGE:
7'll" G EXIST. 0 �
H&H� BATHROOM �'
A-10 . ®
C 0 � Ll
EXIST. TI I' GL6. EXIST.
GARAGE LB
HOHT. BATHROOM DATE: 5,17,23 4OF7
O
O O Tl I" GL6.
REF. HOHT.
H6HT. EXIST. LIVING
HOW. ROOM � R D 1QR
DEMO PORTION- EXIST. DINING
OF FLOOR TO .---- ROOM
ACCOMMODATE ,o' EXIST. (� ,tom ; � �„�'
FOR A FLOOR 6°_ KITCHEN 2 �'� G
HATCH TO SUMP EXIST. . <
PUMP _rym I FOYER °"' ' �-./ • '(
_ \ (P
0374 l �0-
�4F NE'`�
PROPOSED FIRST FLOOR DEMOL 1 T I ON PLAN
GENERAL
EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. 5TL. /I w
EXISTING TO REMAIN WHEN APPLICABLE) /
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J 0
M
5TL. WHEN APPLICABLE) Q N
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL
P05T FOR 4" WALLS C0
WOOD FRAME (L.G. 5TL.
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL
O
P05T FOR 6" WALL5), U.O.N.
NEW 2-HR FIRE RATED L-
WOOD FRAME (L.G. 5TL. 10'-5y2" Z '�
WHEN APPL I GABLE) �� N
>1 o I
DWK WALL HATCHI O O m -+-j V_
INSULATED AGGE55
FOUNDATION PLAN NOTES DOOR OR EQUAL ++ N O -�-+
DOOR NOTE: WINDOW NOTE: NATURAL LIGHT 4 VENTILATION 5 - Q Q
OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN (HABITABLE SPACE) -
ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG,OR 6LIDIN6 (AS NOTED).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. r
ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; FLOOR AREA 228 S.F.
3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DE5I5NATION5 6 WINDOW SCHEDULE. EXIST.
PROPOSED;SEE DESIGNATIONS S DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #a IN GLASS WINDOWS S.F. REO. S.F. PROV. CRAWL5PACE T
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. v
WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. LIGHTING;MIN. 9,%
5. INSTALL AS PER MANU SPEC.'S 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH OF FLOOR AREA 18.2 S.F. 4.0 S.F.
6.PROVIDE (2) 2"x10" HDR., U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: m 310" CLO. ° -
VENTILATION;MIN. in HCHT. 1
"I. SEE PAGE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF a.I S.F. 2.2 S.F. NATURAL LIGHT � VENTILATION - v
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING, SLIDING, 4 BIFOLD DOORS 4% OF FLOOR AREA 10'-7" 0:k
6.2. WITHIN 16" OF F.F. ARTIFICIAL LIGHT (HABITABLE SPACE)
SMOKE DETECTOR / GO DETECTOR NOTES: 6.3. WITHIN 24" OF A DOOR HABITABLE REG. ROOM AREA: 228 50. FT. m
O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 6.4. WITHIN 5TAIRWAY5 d WITHIN 36" OF A LANDING REQUIRED LIGHT: 6 FOOT CANDLES/50. FT. FLOOR AREA 115 S.F.
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.5. WITHIN TUB/5HOWER ENCLOSURES (1) 40W LED BULB = 450 LUMENS i 1
HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 S.F. REO. S.F. PROV.
2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES 7. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND 6 FT. CANDLES X 228 50. FT. = 1,368 1I
SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM LUMENS LIGHTING;MIN. 895
ARE NOT INTERCONNECTED, AS PER NY5 R314.4. (2) 2"x10" HEADER U.O.N. 1,368 LUMENS /450 LUMENS = 3.04 OF FLOOR AREA 1.2 S.F. q.2 S.F.
3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER MINIMUM (3.04) 40W LED LIGHTS REQUIRED VENTILATION;MIN. ;
PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NY5 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 4.6 S.F. '7A S.F.
4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" MINIMUM (4) 40W LOW VOLTAGE LIGHT 495 OF FLOOR AREA STORAGE NATURAL LIGHT VENTILATION V
HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS ABOVE GRADE OR THE ADJACENT SURFACE AT THE FIXTURES REOUIRED - 20 S.F. '-q" = 15'-4" (HABITABLE 5PAGE)
4 OPENIN55 TO BATHROOMS w/SHOWER OR TUB. BUILDING EXTERIOR.
MECHANICAL VENTILATION
5. INSTALL ALL AS PER MANU. SPEC.'S REOUIRED VENTILATION: 0.35 CFM /HOUR FLOOR AREA 260 S.F.
6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR EGRESS NOTE: (AGH)
IN COMPLIANCE WITH LOCAL GODS IN COMPLIANCE WITH NEW YORK STATE BUILDING -6"�I .� V. 4'-O" Q °
S.F. REQ. S.F. PROV. ' ^
TYPICAL BATHROOM NOTE: CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF HABITABLE REG. ROOM AREA: 225 50. FT. `n EXIST. UP v)
EGRESS SHALL BE FOLLOWED: GEILIN6 HEIGHT:?-O I I L16HTING;MIN. &%
- 15.2 S.F.
O i. WALL BOARD EXI5TIN6 2x8 20.8 S.F. n \
(228 X"1 X .35) /60 = q.31 CFM 13 -'� " " 5 � OF FLOOR AREA w
I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN NET CLEAR OPENINO........... 5.-I S.F.
ALL BATHROOMS F.J. ® Ib" O.G. VENTILATION;MIN.
NET CLEAR HEIGHT............... 24' MINIMUM q IY 10.4 S.F. q.0 S.F.
1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND q PROP. 2'-4" X 4'-O" � „ � 4;'S OF FLOOR AREA
NET CLEAR WIDTH................ 20' MINIMUM "f
TUB SURROUNDS I DWK WALL HATCH ARTIFICIAL L16HT
2. SHOWER FLOORS NEW PLUMBING FIXTURES: A-lot INSULATED AGGE55 = HABITABLE REG. ROOM AREA: 225 50. FT.
2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Ip ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. A x DOOR OR EQUAL REQUIRED LIGHT: 6 FOOT CANDLES /SQ. FT.
2.2. CONCRETE MUD-SET (SLOPE 1/6" PER FOOT SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. PROP. 6 (I) 40W LED BULB = 450 LUMENS
2.3. WATER PROOF MEMBRANE TO COVER SHOWER
BEDROOM
FLOOR, WRAP DRAIN 6 ATLEAST 16" UP WALLS 6 FT. CANDLES X 228 50. FT. = 1,368
RESERVED
TOWARDS DRAM UPON =ry 115.5 S.F. LUMENS
6 1,368 LUMENS /450 LUMENS = 3.04
II
V
OFIRE RATED DOOR: STAIR B RAILING NOTE: �' = MINIMUM (3.04) 40W LED LIGHTS REQUIRED
I HR. SELF-GLOSIN6 STEEL DR. 12 t- N
I. ALL NEW STAIRS SHALL HAVE MAX. 6-I/4" RI b MIN. 10" MINIMUM (4) 40W LOW VOLTAGE LIGHT
Tr - RISERS SHALL BE CLOSED FIXTURES REOUIRED
O
2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 7'-O" 13'-I" 3'-O" r RESERVED - 'C = MECHANICAL VENTILATION
NOT EXCEED THE SMALLEST BY MORE THAN I REOUIRED VENTILATION: 0.35 CFM /HOUR
3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-6". GC_L. � � (AGH)
4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS:
NEW INTERIOR WALL GON5TRUGTION: 5' O Z m
O 6 - N
(, 2 4.1. BETWEEN CLEAR HEIGHT t HANDRAILS: 36 MIN. 1 00 T
"x4" STUDS ® I6" O.G. w/DBL. TOP PLATE AND 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. , m Q 7'O" GL6. HABITABLE REG. ROOM AREA: 228 50. FT.
TREATED SHOE PLATE 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. PROPOSED 005 O H6HT. GEILIN6 HEIGHT:7'-O"
• MIN. R-15 INSULATION 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN TR1T = 'F (225 X 7 X .35) /60 = q.31 CFM
• 5/6" MSM 7YP5UM BD. WALL FINISH �0 T , dJ i EXIST.
• PROVIDE THIS WALL CONSTRUCTION UNLESS OTHERWISE ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 25 S.F. OO2 'i O" GL6. cV N FINISHED
OR MORE RISERS, AND WHERE 5HOWN ON PLANS. UNEXCAVATED m I-0„ II H6HT. 004 I-10 trzi
- - BASEMENT
GALLED OUT ON PLANS 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED �I-HR. FIRE RATED INTERIOR WALL GONSTRUGTION: WALKING SURFACES LOCATED MORE THAN 30" ABOVE 6A O j f---3' " 3'-10" H'" SUM BD. ON FINISHED FLOOR OR GRADE, d WHERE 5HOWN ON PLANS. PROPOSED x I .PROVIDE (I) �" TYPE X FIRE RATED GYP O7. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO �.� KITCHEN/ LIVING iv F. O
WALLS BETWEEN GARAGE AND OCCUPANCIES (INCLUDES ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH �/ SPACE IV Q, OOa N
GEILIN6). - )0I z m
HANDRAIL 6 SPINDLE SPACING NOT TO ALLOW 0 EXIS 228 S.F. ® 4
PASSAGE OF A 4" 0 SPHERE. to /% N W
NEW FLOOR: 6. 6RIPPABLE RAIL AS PER CODE. i bA 6 7 X u_ Q
O I. NEW LAMINATED FINISHED FLOOR PER H.O. SELECTION a. RAILING TO BE WOOD. Q _ RO
2.PRIOR TO INSTALLATION PREPARE GONG. SLAB TO EGRESS WINDOW WELL: 003 �� O H
ENSURE LEVEL INSTALLATION OF FLOORING 13 PROVIDE NEW EORE55 WINDOW WELL d COVER BY AS OPOSED \,'/ (L IL
3.INSTALL PER MAN. SPECS. ROCKWELL:;66 "W.X 60"H. OR EQUIVALENT. INSTALL -
PER MAN. SPECS. BATHROOM ra
NEW TILE FLOOR: ROS a -
8� I. NEW TILE FINISH (H.O. TO SELECT) UPON 6 6 `\ - EXISTING 2"xb"
! SUMP F.J. ® I6 O.C.
2.ONE LAYER THINSET(LEVELED PROPERLY) UPON PUMP ) �� ® r.
10 OO OO
3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON ���� I 0 I I O N
4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW);
O I,_ y2" 2 1�2, 2. 4„ z
50REW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" D.G.
INTERIOR.
I I O
a'-lOy2 A U
PROP. 3'1" x 12"
WINDOW WELL
LU
PROJECT:a
13 D
0
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PROJECT:
FROPOSEU FOUNDATION FLAN KESSLER
�of3 S.E. H�AE3IT�AE3LE SFAGE; I5-71 S.F, CROSS AREA 50ALE: 1/4" = 1'-0" RESIDENCE
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FIRE
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I WIDTH HEIGHT
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PROPOSED FOUNDATION PLAN
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JELD-WENOR ,1 001L I 1CHT HAND SWING 3-OV-511
EQUAL
002 LEFT HAND SWING JELD-WEN OR 2'-O" -
FINISHED C= _� EQUAL
PAGE:
FLOOR JELD-WEN OR ` µ' .'_ .<
003 LEFT HAND SWING " „ "`iii \ ': \
C-- - 2-O
- FINISHED EQUAL
in JELD-WEN OR T
GRADE 004 LEFT HAND 5WING " `°\\ri'\ ''\''
C -� EQUAL " a
A-102m00
JELD-WEN OR
005 LEFT HAND SWING I'-6"
IIL��� _ EQUAL
IF
006 RIGHT HAND SWING JELD-WEN OR I'-6" 6'-6" • �-
LLL��� - -_� EQUAL L_
\; DATE: 5.17.23
50177
' JELD-WEN OR \ \\\ o , O\r' DOOR TO BE GUT
00'1 LEFT HAND SWING .
EQUAL \ \ �\\\ \ \< TO T HEIGHT
'I`- 008 ::1 RIGHT HAND SWING JELD-WEN OR 1'-6" 2'-6" r "`' ''x ,..mm I DOOR TO BE GUT
BASEMENT r- o\ \ \
C-- EQUAL \ "\ \ TO FIT HEIGHT
JELD-WEN OR „ „ �D A�
FLOOR --' OOa RIGHT HAND SWING EQUAL 2-8 6-8 � -,\ '+ ` : o
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\ .G?iwE�lil�ItS WINDOW DIMEN51ON CLEAR LIGHT VENT # `
EOREJ5 hli NDOhI DET I L TAG TYPE \ :\ \ OPENING PROV. PROV.
MODEL # TEMP.
A- 02.00 `aa \\ WIDTH REQ D: 20" PER PER 37 O ��
\': \\ \. HEIGHT REQ'D:24" UNIT UNIT T�
YI\ \° p >'iEI \ " WIDTH HEIGHT
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SCALE: I/4 = 1'-0" .>
OPEN REQ D: 5.'f S.F. 01F N
A =ANPERSEN GWI4 ': " ^~µ 4f 2-4 g" 4'0„ 6.8 S.F. '1.2 6.8
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ANDERSEN AR251 \\\\\2-4 2-4 I-5 I.1 S.F. 2.0 I.I
J WHIN
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EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT
HOOD FRAME (L.G. STL. Lw
EXISTING TO REMAIN WHEN APPLICABLE)
NEW WOOD FRAME (L.O. NEW FOUNDATION HALL
STL. WHEN APPLICABLE) Q +' L0
NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL w C C)
ME G. ST ® PO5T FOR 4 HALLS O
WOOD FRA (L L
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
� � O
NEW 2-HR FIRE RATED POST FOR b" HALLS), U.O.N. L N
OOD FRAME (L.O. STL. 1
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HHEN APPLICABLE) �- v "CV
>1 o 1
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FLOOR PLAN NOTES -_r_�' N p
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ONEW ACCE55 HATCH: Q m O
I. CONSTRUCT USING SAME SIZE F.J. AS EXISTING, DOUBLE a—
JOIST AT PERIMETER OF HATCH.
2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309
3.DBL. FRAMING WHEN NEW OPENING
4.WEATHER 57*1:;MP ACCESS OPENING d PROVIDE R-30
INSULATION BELOW ACCESS HATCH
5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS.
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EXIST• EXIST,
BEDROOM BEDROOM
'V]I" GLC. '7'II" CLO.
HOHT. HOHT.
EXIST. GILT• �-
GL. X —
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EXIST.
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HOHT.
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EXIST. SUNROOM HST• EXIST. w
(FINISHED AND PROPOSED GL. E T. DN
GOND 1 TI0NED) DEN 0
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75.7 S.P. U
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15'1/2" CLO. 'i'-10" m H
1 HOHT. EXIST.
HALLWAY o
_ -7'11' C EXIST.
HOH • BATHROOM PROJECT:
OOo _
KESSLER
EX15T.
'I'll" CLO. EXIST.
GARAGE ( (�(D HOHT. BATHROOM RESIDENCE
O �
O OO YII" GLC.
1 I REF. HOHT.
o I "1'II" cLC. 365 TUCKERS LN
rn
vEX1 HOHT EXIST. LIVING
` I I CL
XIST. UP GLI!
T HOHT. ROOM SOUTHOLD
EXIST_ EXIST. DINING Li
_ ROOM EXIST.
FOYER DRAWING TITLE:
-
EXIST. UP KITCHEN
PROPOSED FIRST FLOOR PLAN
L- — — — — — — J PUMP EXIST. DN
HA
I ;
J m
PAGE:
FROF05ED FIRST FLOOR PLAN A
A-103m00
1585 S.F. HABI7AE3LE Si=AGE; laci& S.F. Oi,055 AREA 50ALE: 1/4" = I'-O"
DATE: 5.17.23 6 OF 7
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PROVIDE "ABESCO FP200 FR
4" FRESH ,41R VENT EXPANDING FOAM" (OR EQUAL)
AT ALL PENETRATIONS IN FIRE NOTE:
L_THROUGH ROOF RATED WALL5 AND
v I ALL PLUMBING WORK
FLOORS/CEILINGS. PRODUCT
1 SHALL CONFORM TO
Q
5111 CONFORMS TO ASTM E 84, AND UT 1479 14 V LOCAL PLUMBING CODE
I NO WORK Q NO WORK
I
I
i
I
I
---------— EGEND
———__—- OTE:ALL PLUMBING WORK HOT WATER
SHALL CONFORM TO SUPPLY
LOCAL PLUMBING CODE v }
COLD WATER
SUPPLY
tGLEAN OUT t l NO WORK
A5 REOV
p NO WORK ~
R � EXIST. F.A.I. TO p PROVIDE "ABESGO FP200 FR
ILi REMAIN u- EXPANDING FOAM (OR EQUAL)
AT ALL PENETRATIONS IN FIRE
FLTED KALL5 LOORS/GEILNC5D
FPRODUCT
CONFORMS TO ASTM E 814, Z
V—_—_—__ _ - ———_ ASTM E 54,AND UL 14'79 w
G.O. L 1
G.D. .._.._.._.._.. ........ . �
XI Iv ! v
4..
4" HOU5E G.O. I I 1 j ryj !� ITO
1 1 I 2111 1 MAIN DRAIN 31 j3 I I 1 rkslATER MAIN
1 1 1 1 2 11
4" TO SEPTIC z i i �..i _.._..�
2
N I 5 12 I I I SYSTEM 0 64 Iv
d I I m S ivl sl
14" 15HOWER 1-4" w.�. i ��SHOWER w.c. = PROJECT:
I m
' KESSLER
S.P. RESIDENCE
' CONNECT TO
EXIST. WATER
SUPPLY SYSTEM
365 TUCKERS LN
FLUME31 NO RISER — DRAIN / NASTE / VENT FLUME I NC R I SFER - SUFFL)o' SOUTHOLD
SCALE: NTS SCALE: NTS
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
PAGE:
P-101moo
DATE: 5.17.23 7 OF 7
D ASC
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