HomeMy WebLinkAbout49721-Z rr �t TOWN OF SOUTHOLD
BUILDING DEPARTMENT
i x TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49721 Date: 9/19/2023
Permission is hereby granted to:..
Mouzakitis, Fote ne
50-63 42nd St
Sunn side, NY 11104
To: legalize "as built" laundry room in existing single-family dwelling as applied for.
Additional certification may be required.
At premises located at:
1560 Pike St, Mattituck
SCTM # 473889
Sec/Block/Lot# 140.-3-17
Pursuant to application dated 8/21/2023 and approved by the Building Inspector.
To expire on 3/20/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $527.20
CO-ALTERATION TO DWELLING $50.00
Total: $577.20
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 lett s:f/www.soutl oldtc wnn .goy
Date Received
APPLICATION FOR BUILDING PERMIT
L) E cc R�V E
I 1
For Office Use Only r 0
PERMIT NOT Building Inspector: AUG, 21 P023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an .,LIG g
Owner's Authorization form(Page 2)shall be completed. "TOW � �° � T` h
Date:08/21/23
OWNER(S)OF PROPERTY:
Name: Foteyne Mouzakits SCTM#1000-140-03-17
Project Address: 1560 Pike Street, Mattituck NY 11952
Phone#:646-319-8223 Email:Foteyne@gmail.com
Mailing Address:1560 Pike Street, Mattituck NY 11952
CONTACT PERSON:
Name:Michelle Sarabia, AMP Architecture
Mailing Address: 10200 Main Road, Mattituck NY 11952
Phone#:631-603-9092 Email:msarabia@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo, AMP Architecture
Mailing Address. 10200 Main Road, Mattituck NY 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:N.A
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[i]Other Legalize existing laundry room within existing dwelling
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo
1
Existing use Tof property Intended use ofproperty:,T .._.
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[Zone or v4strut i which premises Is situated: Are there any covenants and restrictions with respect to
this property? LJYes K/No IF YES,PROVIDE A COPY,
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STATE OF NEW YORK)
COUNTY OF s- [!�
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual ing contract)above named,
(S)he is the
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(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
a ;that all statements contained in this application are true to the lest of his/her knowledge and belief;and
thatftvwk will be performed in the manner set forth in the application file therewith.
M
BARBARA H.TANDY
Swam ItieIore me this Notary60
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Qualified In Suffolk AM9?A
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(Where the applicant is not the owner)
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residing at
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MY ;half to the Towof uthold Building Department for approval as described herein.
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EXISTING I
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Nv) RESIDENOE
� (5-001 .00- LEC AL I ZE EXISTING LAUNDRY ROOM WITHIN EXISTING DWELL I NC PROJECT LOCATION &SCOPESITE PLAN & ZONING DATA
NO CONSTRUCTION OR DEMOLITION WORK 15 FROFOSED
1 � -NO NEW PLUMB I NC WORK 15 PROPOSED
(5_002 .00 GENERAL NOTES
ENERGY TABLE
FRO J E T DATA :
ATAe STRUCTURAL DESIGN CHARTS
EXISTING FLOOR PLANS
DWV/ WATER SUPPLY RISER
PROJECT / ZONING DATA
TAX MAP # 1000-140-03-17
ZONING DISTRICT R-40 / NO
LOT AREA 0.3 ACRES
GofO - POOL , FENCE 4 DECK #Z-18424; 08/26/89
CofO -DECK ADDITION #Z-23722; 06/21/95
z
GofO - MAIN DWELLING 4 SHED #37354; 1/5/15
0
U
O LOT COVERAGE
SOUTHOLD TOWN GORE a
l % LOT
DESCRIPTION (FOOTPRINT) AREA I COVERAGE
-
PROJECT:
TOTAL LOT AREA 13,000.0 S.F.
EX15TINO DWELLING 828.8 S.F. 6.4% MOUZAKITIS
EXISTING REAR DECK 360.0 S.F. 2.5% AS-BUILT
O TOTAL AREA OF ALL STRUCTURES1188.8 S.F. 9.190
O -
MAXIMUM LOT COVERAGE ALLOWED: 20% 1560 PIKE STREET
` IMPERVIOUS SURFACES < 8” FROM GRADE MATTITUCK, NY 11952
EX15TINO ASPHALT DRIVEWAY 763.4 S.F. 5A%
EXISTING WALKWAY 75A S.F. 0.6%
EXISTING GONG. REAR PATIO 199.1 S.F. 1.596
DRAWING TITLE:
X 15TI NC SITE FLAN TOTAL LOT COVERAOE INCLUDING 222-12 S.F. 17.1% PROJECT LOCATION &SCOPE
STRUCTURES <8" FROM GRADE SITE PLAN & ZONING DATA
SCALE: 1" = 10'-0"
PAGE:
G-00 .1m00
DATE: 08/10/23 1 OF 3
SITE LAYOUT NOTES:
I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN IS TO THE
ARCHITECT'S BEST OF KNOWLEDOE. ( �' it�^ t;�t �P> ;���:A
2.5URVEY INFORMATION HAS OBTAINED
FROM A SURVEY DATED DEC. 10, 2014
AND PREPARED BY:
5CHNEPF 4 MURRELL, P.G.
126 MAIN ROAD Op rE�`d'►
5AYVILLE, N.Y. 11782 "���•••
TELEPHONE: (631) 589 1522
CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY
I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
NOTES SPEC I I G TIONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY �� �I �I®��
APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE <
Q
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
T06ETFfER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT ORcl
GREATER 5TRUG
GTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2• ALL FOOTINGS TO BEAR ON FIRM, VIRGIN,UNDISTURBED SOIL BFE BASE FLOOD ELEVATION INT. INTERIOR
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT J
GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEA?INC CAPACITY OF (1) TON/50. FT., U.O.N. BLDG. BUILDING K KIPS (1000 LBS)
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS
APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A MN. OF 4'-0" BELOW GRADE, UNLESS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS (v
4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED - Q (n
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B O. �FOTTOM OF MAX. MAXIMUM C
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. O
STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MECHANICAL (0
FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL B_ PLACED AGAINST FOUNDATION WALLS - - O r-
3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM _ O
AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, N
U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -- - 0 C T z T_
OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 0
WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. - x U N
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. II ON CENTER
SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. --- - O O m
WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OCG. OCCUPANCY
P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 - - _c0 • '�� Ln
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 4-1 N O
UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - -
ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATEDDIMENSION P. GONG. POURED CONCRETE
D „Q in: :2 O
e-. 1 (V�JI
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEII. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH L
E FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DIM - - -----
BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS PL. PLATE
APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EA. EACH �PLYWD. PLYWOOD
II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
q. DO NOT SCALE DRAWINGS, WRITTEN DIMEN51ONS TAKE PRECEDENCE NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER(3) SQ. FT. ELEV. ELEVATION P.T. PRESSURE TREATED
DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL _
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT REQ'D REQUIRED ' J
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. -
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXI5T.� EXISTING l RI RISER ( l
15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ---- -- - -- \./
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR RM. ROOM
PERMISSION FROM THE ARCHITECT. A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF _ (D
m
14. PROVIDE 'X' CROS5 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES F A.I. FRESH AIR INTAKE R.R. ROOF RAFTER W IJJ
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 5'-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLE55 APPROVED BY ARGHITECT/ENGINEER. NO
RESPONSIBLE FOR DEVON INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. [FAR FLOOR AREA RATIO � BTL. � STEEL �J
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 5-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED
WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE A HI ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ENGINEER. -
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF FINISHED FLOOR TBD TO BE DETERMINED J
18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
RUBBISH, WASTE MATERIALS,TOOLS,ETC., GLEAN CLASS AND LEAVE WORK CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, ----
WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS
BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT.
EV
- -- -
Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA F.J. FLOOR JOISTS THK. THICK
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. Lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. ____]I I
� 7�1
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL
�J
AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING.
FRGS
Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 141. SPECIFIGATION FOR GYPSUM SHEATHING BOARD. FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V J
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 0-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID O SOUND CONDITION WITH IS EXIST. FOOTING OF MIN. 16"BE WIDE 16" FR. FRAME f T1'P. TYPICAL
COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP d LID BELOW GRADE. __ n
20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING.
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED l
ARCHITECT/ENGINEER,AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: PLUMBING
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. GYP. BD. GYPSUM BOARD V.I.F. 1 VERIFY IN FIELD
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. - -- -�
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION --
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE AND AT BASE OF VERTICAL WASTE PIPES. HDR HEADER WD. WOOD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. -
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUS JOIST 2.OE MIOROLLAM LVL 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/6" PER HNGR HANGER �I ZR ZONING RESOLUTION 1
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC, 2.OE 6-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (0513), WAFERBOARD ORIENTED-STRAND FOOT. _ -
PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET �HOR. HORIZONTAL
A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - - --
I6. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED A5 PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT - DISH WASHER.........................................2"
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - KITCHEN SINK........................................2"
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - LAVATORY...............................................2"
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, - 5HOIo^ER/TU3••••••.•••••••••••••••••••••••••••••••••••2"
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - TOILET........................................................3"
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A206.1 AND ANY - LAUNDRY .................................................2"
AUTHORIZATION OF THE ARCHITEOVENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE - FLOOR DRAIN..........................................3"
23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT.
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4"
NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS THROUGH ROOF.
PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AM4.1 CELLULOSIC
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0206 STANDARD SPECIFICATION FOR 7. PROVIDE FROST-PROOF H05E 5155 WITH EASILY ACCESSIBLE DRAIN #
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. PROTECTION.
1.6.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I WITH BACK FLOW PROTECTION.
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL
22. PROVIDE FIREBLOOKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL
OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. HEALTH DEPARTMENT STANDARDS AND REGULATIONS.
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION.
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR
COPYRIGHT PROTECTION ACT OF IggO (AHcPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. TO CONGEALMENT OF PLUMBING.
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 22.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/ASME B 18.2.1 SQUARE AND II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE.
GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL HEX BOLTS AND SCREWS (INCH SERIES). NOR ANY POTENTIAL DAMAGE THEREOF.
CONSTRUCTION;55TD 10-qq AND 2016 550 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 22.2. LAG SCREWS: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ Z
12. PER NY5 PG 425.4, A 4"0" CLOSET BEND SHALL BE AN ACCEPTABLE W
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). ASME 1316.2.1 SQUARE AND HEX BOLTS AND 56REW5 (INCH SERIES). WATER CLOSET CONNECTION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS.
2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. V
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION,
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
WALL w/STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFoRGIN6 (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, w
H
WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TABLE R501.1 CLIMATIC 4 OEOORAPHIO DESIGN CRITERIA
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS.
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 6" LONGALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT:
2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD
V4/6" R15E $ w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION GROUND SNOW LOAD 25 L65
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING � SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ----
RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER I5 SET b DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. ALLOWABLE MOUZAKITIS
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH
RAFTERS. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AS-BUILT
AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - -
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. L/160 MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY 2_ SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 22.7• SCRW/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 SEISMIC DESIGN CATEGORY B
I6" WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES).
INTERIOR WALLS d PARTITIONS H/160
6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL GLA55 WINDOWS AND DOORS WEATHERING SEVERE 1560 PIKE STREET
LINE. 6 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED.
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FLOORS a PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-O" MATTITUCK, NY 11952
OF J' AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLA5HINC NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. CLEARANCES ARE PROVIDED. ALL OTHER STRUCTURAL MEMBERS L/240
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONCRETE/MASONRY TERMITE MODERATE TO HEAVY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPEC]FIGATION5. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ICE BARRIER REQUIRED YES GENERAL NOTES
5. NAILING OF ROOFING SHALL BE TO CODE. UNLE55 OTHERWISE NOTED.
GORES AND REFERENCE STANDARD: ENERGY TABLE
EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. CORROSION RE51STANT II GA6E ROOFING NAILS AND I6 GAGE 5TAPLE5 ARE 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
STRUCTURAL DESIGN CHARTS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AW 2020 NEW YORK 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - --
STATE ENERGY CONSERVATION CONSTRUCTION CODE. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ENERGY CONSERVATION CONSTRUCTION CODE.
2:12 PITCHES TO 4:12 PITCHES - ------
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. STRUCTURAL DESIGN LOADS PAGE:
CONSTRUCTION MANUAL BY THE AMERICAN FOREST # PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6361.
(AFSPA) AMERICAN WOOD COUNCIL (AWG). 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GYPSUM WALL BSCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS.
BOARD SCREENS
LIVE LOAD G-002mOO
PLUMBING CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 6. ALL &LASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS - -
COMPOUND METHOD. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXTERIOR BALCONIES 40 psf IS psf
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH
OTHERWISE NOTED. WATER RESISTANT(WR) AT BATHROOMS AND WHERE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DECKS 40 psf 15 psf
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC DEEMED APPLICABLE. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH
CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DATE: 08/10/23 2 OF 3
THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PASSENGER VEHICLE GARAGES 509f AS PER PLAN
CONSTRUCTION CODE. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, p
(WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET fOU0H OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS
IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING REQUIREMENTS. ATTICS WITHOUT 5TORA&E (MAX CLEAR HOT< 4211) 10 psf 15 p5f
EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL
INSULATION CONCRETE PANELS OF 5/6" THIGKNE55 MINIMUM. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE
I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 psf 15 psf
TEMPERED CLASS. r
FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE
FOIL TO BE PLACED TOWARD HARM510E. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �C;7 � �,04
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE
FOUNDATION
2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR DATION MISSILE TEST OF ASTM Elggb AND ASTM F-1556 A5 MODIFIED BY 2020 NYS BG SLEEPING ROOMS 30 psf 15 psf
�• s a
WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND
SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NCT TO DAMAGE ALL OPENINGS. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR
FOUNDATION WATERPROOFING. AN51/17)A5MA 115. STAIRS 40 psf 15 psf
6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-003.
3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH GUARDRAILS AND HANDRAILS 200 psf 15 psf �j
- q" R-30 FOR FLAT CEILINGS A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL
- 5.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND �� w=--=�'` �) J,
- 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE12 pep FOR ATTIC 0
- 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH.
- 5.25" R-21 FOR FLOORS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE
8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT
CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED "BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
ON THE BUILDING. ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
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DATE: 08/10/23 3 OF 3
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