HomeMy WebLinkAbout51372-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 51372 Date: 11/12/2024
Permission is hereby granted to:
David Moltz
259 Clifton PI
Brooklyn, NY 11216
To:
Construct deck addition and interior alterations to existing single family dwelling as applied for,with
SCHD approval.
Premises Located at:
1600 Alvahs Ln, Cutchogue, NY 11935
SCTM# 102.-4-8.1
Pursuant to application dated 09/25/2024 and approved by the Building Inspector.
To expire on 11/12/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $536.50
CO Single Family Dwelling-Addition /Alteration $100.00
Tl $636.50
�� Building Inspector���
xrs�rxm
�r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
of Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 littp //w SOL)tll,oldtoAlLnl,.LloLV
rw.u^cand.x,
Date Received
APPLICATION FOR BUILDING PERMIT _,
D ..
DD
For Office Use Only
SEP 2 5f
PERMIT NO._ 6-131g Building
Applications and forms must be filled out in their entirety.Incomplete PU T) ,G rrr.
TO*applications will not be accepted. Where the Applicant Is not the owner,an >1 � 41T
Owner's Authorization form(Page 2)shall be completed.
Date:09/24/24
OWNER(S)OF PROPERTY:
Name:Kavi Moltz SCTM# 1000-102-04-8.1
Project Address: 1600 Alvah's Lane, Cutchogue
Phone#:917 612 566 1 Email:kavi.ahuja@gmail.com
Mailing Address: 1600 Alvah's Lane, Cutchogue
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address: PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address: PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure BAddition *Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Interior Kitchen Alteration and deck/hot tub addition $ 100,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ®Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC Non-Conforming I
this property? Eyes 9No IF YES, PROVIDE A COPY.
R 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 210AS of the New York State Penal Law.
Application Submitted BY rint name):AMP Architecture BAuthorized Agent ❑Owner
Signature of Applicant Date: Gt 1741Z4
STATE OF NEW YORK)
SS:
COUNTY O �U�\\<_, )
Coo being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing ontract) above named,
(S)he is the ...........,--L A" ��1 ' —
( ntractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of See+CM'0Ct- , 202LI
Notar Pu c
DARCE'EAUFEN NGER
PROPERTY" OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK
Registration No. 01A00019644
(Where the applicant is not the owner) Qualified in Suffolk County
Commission Expires January 9,2028
Kavita Ahuja Moltz residing at 1600 Alvahs Lane
Cutchogue do hereby authorize AMP ARCHITECTURE to apply on
my behalf to the Town of Southold Building Department for approval as described herein.signed /A�
K / Kavita Auja
Date:Ily 20240223Y13:19:07h05'00' Sept. 24, 2024
Owner's Signature Date
Kavita Ahuja Moltz
Print Owner's Name
2
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1600 ALVAHS LANE
CUTCHOGUE,NY 11935
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SITE INFOREIATION
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- - _ 547' 25'2011 G�,SSeSSoizS �l3E AGRICULTURAL � �
LAND 100.00' SITE PLAN HATCH KEY:
PROP. NEIGHBORING PROPOSED BUILDING ADDITION
WELL UNDER 5GDH5 I a
REF. NO. R-20-0006 ® PROPOSED ACCESSORY STRUCTURE Q
I i �^ o
PROPOSED 2ND STORY
W
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PROPOSED MIN. 4'-0" -I y)
HIGH FENCE AS PER NYS
POOL CODE 1
0 '77 .- �ww.�' ..�.;g.r lan.s �c^ es ..an.'A.+�m..�*.*�,P^. -e*y ••.,.��..,,,., •, Q ;� N
SITE LAYOUT NOTES: rs "_.� �
I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS APPROVED 0
0 SUBJECT TO VERIFICATION BY A LICENSED ~• _ R YED AS NOTED
u? SURVEYOR. THE INFORMATION r' {"�' "r "> '- w
l(r1 m � ° DATE a-a B.p OCCUPANC OR � }
N �. REPRESENTED ON THIS SITE PLAN 15 TO THE Y Ry : - _' j
" O
d o ARCHITECT'S BEST OF KNOWLEDGE. A ;r USE IS UN L WFUL N
q. r FEE BY: a L Y
*� 4 NOTIFY BUILDING DEPARTMENTAT WITHOUT C RTIFICAT `�
L.=17.23' 00 2. SURVEY INFORMATION HAS OBTAINED r' �.°� a ••
o I FROM A SURVEY DATED MARCH 25, lag6 631-765-1802 8AM 70 4PM FOR THE p ate-, CV
` 1 AND PREPARED BY: F �'�; , .<° `.r: « OF
' FOLLOWING INSPECTIONS: ^ �/ O m (9
1. FOUNDATION OCCUPA ICY
O +-'
�^ 0 REQUIRED N cu
I o` I PEGONIG SURVEYORS, P.G. 4 "�• `'^ FOR POURED CONCRETE O
N.Y. STATE LAND SURVEYOR w - ' .•; , , "„ 2. ROUGH-FRAMING&PLUMBING RETAIN Q °-
0 1 LIC. #04a618
EL.=17.0:2 `� P.O. BOX "toll �' "f 'P "' 3. INSULATION N STORM W ER RUN
Q� 1230 TRAVELER STREET � ° Y' f .; �«• 4. FINAL-CONSTRUCTION MUST PURSUANT TO CH 6
SOUTHOLD, NY 1la- 1 ' 'e . "` BE COMPLETE OF TER 236
(63 U 765-5020 {•"! *`: LETS FOR C.O. THE TOWN CO
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS
� ENTS OF THE CODES OF NEW �
YORK STATE. NOT RESPONSIBLE FOR PLUIVIBI G
•�% `�' �+" ,' 'ti, ,,� -.$ �°' .a� � `� �:- ,� � �`,"'�` �'<! DESIGN OR CONSTRUCTON ERRORS ALL PLUMBING ASTE
v �`. >. �1 ;:.� e.,.. &WATER LINE ;NEED
TESTING BEFORE OVERiNG
A COMPLY WITH ALL CODES OF
. NEW YORK STATE&TOWN CODES
w 1 r f' t ► '' AS REQUIRED AND CONDITIONS OF m
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I �y O L1 I LAND .. '
1 t= EXIST. EXTERIOR HOSE I n,> x' ,; "' • A I• a SOTQ: �>< IST�S
0-1 ),- BIB w/ WATER SUPPLY 1 !' �'-'� � „: '� Ia6N. N.Y.S.DE�'i U
3 p I LINE CONNECTED TO I LOCATION MAP a - sflUTNOIDNgC s- �
� `. THIS FIXTURE ONLY
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w - - _ _ SCALE: NTS (f
1 EXIST. I-5TRY WD.
FR. BUILDING w/ Q
DECKS (DRY BLDG.) F O,�E G T 5(f--,0f=E :
I I 1
PROP. SEPTIC - FROPOSED INTERIOR �GITGHEN RENOVATION
EXIST. WELL AS EXIST. I i LEACHING POOLS; �
PROPOSED BE SLATE SEE SGHD PLANS fi�ROi�. WD. REAR D GK W/ HOT TUB -�� •OO PROJECT LOCATION & SCOPE
ABANDONED UNN DER PATIO 1 SITE PLAN & ZONING DATA
SGDH5 REF. NO.
R-20-000(o I
OO2 .00 GENERAL NOTES
1 TEST
EL.=IQ.32' ENERGY TABLE
1 I - _ _ _ PROJECT / ZONING DATA
STRUCTURAL DESIGN CHARTS
EXIST. 6'-0" HISH _ 4- - - -i - - - _ _ _ 1
STOCKADE FENCE - - - I Lu - - TAX MAP•# 1000-102-04-5.1 - I O I •O O
w/WIRE MESH; FENCE I I - _ I PROPOSED DEMOLITION PLANS
COMPLIES AS PER NYS I L I ZONING DISTRICT AG NON-CONFORMING
PROPOSED POOL CODE - _ _ - - -;�- - - - - - - - - - - - - - - PROPOSED FOUNDATION PLAN
DWELLING w/ I I 1 0- - ' - - I LOT AREA 1.0 ACRES
PROPOSED w _ 13_ _
PRIVATE WELL 1 _ - - - 1)r - �, - - - - - - - - - - - - - - F��`_ _ I GofO - MAIN DWELLING 4 05/O6/g6; #Z24332
�n I DETACHED GARAGE - I O2 .00 PROPOSED FLOOR PLANS
`�+ - - - r - - - - - .Gofo -COVERED PORCH 12/50/15; #38008
PROP. RELOCATION OF I - - -
WATER SUPPLY LINE TO _ - 1I - - - - - - - - _ GofO - SHED 02/OI/05; #Z30736
REAR YARD HOSE BIB 1 - I - - - i w
- 1 PRIOR VARIANCE APPROVAL 02/07/08; #6120
_ -20 I ,00 PROPOSED EXTERIOR ELEVATIONS
PROP. RELOCATION OF EXIST.
8'x12' I-STORY ND. FR. SHED I i - - - _ �3, SUFFOLK COUNTY HD APPROVAL R-24-1083; 4 BEDROOM
(<22' HEIGHT) (DRY BLDG.) _ - - - I - - - -I- - - - - - _ - -f,ROP _ 1 FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2,50-207 (A)(1)(b)
_ � _ _ _ POOL 4 HABITABLE Ross
- �tI .00 DESIGN DETAILS �
I I i - - - -D.N.- _ _
I
SPACE AREA PROPOSED STRUCTURAL PLANS 0
- �- - FIRST FLOOR AREA 1,203 S.F. 1,203 S.F.
-PROVIDE STAIRS TO ACCESS REAR SECOND FLOOR AREA 105q S.F. 10" S.F.
I _ - ' - I EXIST. DRJVWAY - Q I •QQ PLUMBING RISER DIAGRAMS
YARD; TBD SIZE/COUNT IN FIELD I , - ' �
1 _ - - - - - ItPATIOTOBE �c\,' � z;l
r - ' 1 AREA TOTALS 2,262 S.F. 2 262 S.F. �.
GAS RISER DIAGRAM a
PROP. 4'xe>' POOL EQUIP. PLACED
MIN. 15' FROM SIDE YARD 1 j wI
PROPERTY LINE; PROVIDE BURIED I 18.0' I jl -�8 LOT GONN/ERAGE
ELECTRIC WIRES FROM EXISTING I /p �/ pj EXIST. RETAINING WALLS PROJECT:
DWELLING (UNDER SEPARATE FILING) 5OUTHOLD TOWN CODE (SECTION 250-124)O
p/I 2q
PROP. RETAINING WALL j �' p I _
(UNDER 5EP. FILING) 0 O//- �I - ' _ PROPOSED MIN. 4'-0" DESCRIPTION (FOOTPRINT) AREA �' LOT TZ
I � z i0 !LI EXIST. F� 4 HIGH FENCE AS PER NYS COVERAGE RESIDENCE
j �71 5 E:m �I TRELLIS _ POOL CODE
TOTAL LOT AREA 42,c176 S.F.
EXIST. SHED TO X ST. I-5TRY.
BE RELOCATED I IL - ND. FR. _ /'� EX15TINO DWELLING 1,115 S.F. 2.6%
GARAGE w/ , 1
I SLAB Fc.; EXISTING COVERED PORCH I81 S.F. 0.490 1600 ALVAHS LANE
EXIST. WELL AS PROPOSED
TO BE ABANDONED UNDER-0 PROP. 7x7 HOT =-.1_ J N - I (DRY BLDG.) EL.=32.44' EXISTING STEPS FROM DWELLING CUTCHOGUE NY 11935
TUB WITHIN PROP. - LAB E .=3 34 S.F. 0.1%
SGDHS REF. NO. R-20-0006 I - (TOWARDS DRIVEWAY)
RAISED DECK I �___ �--------- EXIST. _
� ASPHALT LINE o EXIST. EXISTING ACCESSORY GARAGE 552 S.F. 0.15%
\ GARAGE OGATION
DRAWING TITLE:
PROF'. HOUSE DECK � I \ DRIVE TO
ADDITION kBE MODIFIED 1 A� SHOWN EXISTING TRELLIS 156 S.F. CA PROJECT LOCATION & SCOPE
I I .
RELOCATED OUTDOOR SHOWER UPON VACANT
EXISTING SHED 101 S.F. 0.2% SITE PLAN & ZONING DATA
DECK DRAINING TO 3'4) DRYWELL w/ 1 I 7 15.7' I (TO BE RELOCATED)
TRAFFIC-BEARING COVER 8 TOP LOT
L 00 I EXISTING SHED 702 S.F. 1,690
EXIST. 4'-HIGH FENCE AS �� (TO REMAIN)
PER NYS POOL CODE
I EXISTING WD. FR. BLDG. w/ DECKS I15 S.F. 0.5%
11!O' I EXIST. 2-STRY. I I FROP05ED RAISED DECK W/ HOT 2 PAGE:
1 ( I ND. FR. I ` I T)B 83 S.F. 0.7Y
I i I DWELLING w/ I I I BASEMENT $ � �C PROPOSED INGROUND POOL 612 S.F. 1.40 G-001. 00
1 GRAWLSPAGE �
EXIST. BURIED (4 BEDROOMS) `�' 1 TOTAL AREA OF ALL STRUCTURES 3,72�i S.F. 8.73b
GAS LINE �It w I F.F. EL.=5-1.25'
[Y W
MAXIMUM LOT COVERAGE ALLOWED: 20%
3 58.9 I DATE: 09/25/24 1 OF 7
�Q EXIST. COVERED Q ZONING REGULATIONS MAIN BUILDING
W, PORCH
'p I 50JTHOLD TOWN CODE ( 280 - 124 )
1 Q n I EXIST. PROPOSED COMPLIES 5OUTHOLD TOWN CODE 250-207 (A)(1)
cV ,I EXIST. TEST
z I 0,lj WELL EXIST. HOLE #I
�' SLATE 3 +ENO LOT SIZE / AREA IN 42,g76.0 S.F. 2,�i76.0 S.F. ALLOWABLE TOTAL
O MIN. FRONT YARD 50.0' 2CI.7' 2a.7' EXCESS OF 40,000 GFA GFA
1 _N, I I WALK 1_ry Z (EXIST.) •
F
Xi in *NO (e) LOTS CONTAINING
I. MIN. SIDE YARD 20.0' 11.0' 11.0' UP TO 80,000 S.F. MAX.
(EXIST.)
i MIN. COMBINED ALLOWABLE S.F. /
17\ n
_*- 1 f 2 40.0' 6a.�' bCi.�{ YES PLUS 590 OF EXCESS
EXIST. UTILITY POLES N4'l' 08'4o"W - - - ,002 51ME YARDS LOT AREA OVER 5,100.0 S.F. 148.8 S.F. 5,248.8 S.F. 2341 S.F. a.
-_ �
� - - - 100.00'
EL. 35,6a i - - - - - - - - - - - - - - - - - _ MIN. REAR YARD 60.0' 346.2' 331A, YES 40,000
FROPOSEI7 S 1 TE PLAN
EXIST. UTILITY POLE MAXIMUM HEIGHT 55.0' 22.8' 22.8' YES
I A L V A H S L A N D SCALE: I" = 15'-0
"
* PROPOSED WORK DOES NOT INCREASE EXISTING NON-CONFORMING SETBACK
FLUMBING
CARPENTRY WOOD FRAMING MATERIAL STANDARDS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) \ / /� }�I
NOTES 4 5FEG I F I GAT I ONS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 8,15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. A55RE Y I AT I O I` S
IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY
TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPON515IL17Y TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. BD. BOARD INSUL. INSULATION
2. ALL LUMBER IN CRAWL SPACES TO BE I8 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TESTING BY AN APPROVED
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION BFE BASE FLOOD ELEVATION INT. INTERIOR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE AND AT BASE OF VERTICAL WASTE PIPES.
GENERAL 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 BLDC. BUILDING K KIPS (1000 LB5)
PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE To THE CURRENT AMERIGAN WOOD Lu
I. NO WORK TO START UNTIL APPROVED 'PLANS ARE OBTAINED FROM THE 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER LL,I
APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,A5
Fool. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS J
APPLICABLE AS A DERIVED WORK). cu
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: B.O. BOTTOM OF MAX. MAXIMUM m
EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - DISH WASHER.........................................2" Q + (11
ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXI5TIN6 PREFABRICATED WOOD I-JOI5T5, STRUCTURAL COMP051TE LUMBER, - KITCHEN SINK........................................2" '_
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, &YP5UM, HARDBOARD, „ BOT. BOTTOM MEGH. MEGHANIGAL a)
AND STRUCTURAL - LAVATORY...............................................2
FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - SHOWERMB..........................................2" B.O.W. BOTTOM OF WALL MIN. MINIMUM O Z)
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES RULES SPECIFIED IN 1.1 THROUGH I.B. TOILET........................................................3
AND AUTHORITIES HAVING JURISDICTION.
b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - LAUNDRY .................................................211 G.J. GEILIN6 JOI5T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I�i88 •+--+ = � CD
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - FLOOR DRAIN..........................................5" L z O
OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE N i
7. ALL BEAMS, OIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A6ENGY 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT 5TAGK AND INCREASED TO 4" CL '- Lr) ,[
WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, 5UGH AS THE THROUGH ROOF. co , U �
S. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER �
SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TD BE (2) 2 xl0 UNLESS OTHERWISE NOTED. C 0 X � N
6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISFfABLE MARK OR "I. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 O a•-�+ I
WITH THE WORK. INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OGG. OCCUPANCY 0 O Q0
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW � m 'a=, r
P.T. REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-q9. PROTECTION. }+ O N LO
6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG O N
UNLESS APPROVED BY THE ARCHITEOVEN&INEER• 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET O
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q 2 2 O
-1'. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1010.1 STRUCTURAL GLUED LAMINATED WITH BACK FLOW PROTECTION.
ROOF AND 15 OF GDX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS.
BEFORE THE START OF FRAMING D.J. DECK JOISTS P. GONG. POURED CONCRETE
1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED
FOR `
ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN t' THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS.
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 EA. EACH PL. PLATE
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR
4. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TO CONGEALMENT OF PLUMBING. ELEV. ELEVATION PLYWD. PLYWOOD
DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL
to.CERTIFICATES,
ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EQUIP. EQUIPMENT P.T. PRESSURE TREATED
GERTIFIGATES, CERT. of OCCUPANCY OF: COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR I1. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE.
APPROVED EQUAL. EVALUATION REPORT. NO NOTCHING AND BORING OF 5TRU07URAL MEMBERS SHALL BE PERMITTED
NOR ANY POTENTIAL DAMAGE THEREOF. EXIST. EXISTINCC REQ'D REQUIRED
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES ,,,��
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RI RISER
UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. I2. PER NYS PG 425.4,A 4 x3 CLOSET BEND SHALL BE AN ACCEPTABLE
PERMISSION FROM THE ARCHITECT. A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF WATER CLOSET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x3" FLANGE U
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN THE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. F.A.I. FRESH AIR INTAKE RM. ROOM - -
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". 0OVERNINSET FORTHIN THE IMA UFACTURER S ANY
OOD ADDITIONAL
EVALUATIONQUREPORT. AS FOUNDATION. CONCRETE. AND MASONRY FAR FLOOR AREA RATIO R.R. ROOF RAFTER (D D
> 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE I. CONTRACTORS TO VERIFY ALL PIMEN51ONS OF EXI5TINC FOUNDATION AS IT
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. - In
6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE F.A.V. FRESH AIR VENT STL. STEEL '��
WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF �
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. FF FINISHED FLOOR S.V. -� SMART VENT
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE r '�
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL ..ice
CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 ME51ON DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&ES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. F.J. FLOOR JOISTS TEMP GL. TEMPERED 6LA55 U
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL
GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPEGIFIGATION FOR GYPSUM 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS FOUND. FOUNDATION THK. THICK 0)
AND ORDINANCES. FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM 05-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM C-ct OTHERWISE NOTED _
SPECIFICATION FOR 6YP5UM SHEATHING BOARD. FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.N. TOP OF WALL Q
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING
COMPLETION OF PROJECT. AS PER PAGE 0-005. I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD n,
MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS W
ANSI/AHA AL55.6 HARDBOARD SIDING. UNTIL 151 TIER OF FRAMING 15 IN PLACE.
I'i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN FRPR. FIREPROOF TYP. TYPICAL Q
ARCH IT=CT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I.8 STRUCTURAL PANELS: '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR RIESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 8. ALL OPF-NINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED GYP. BD. GYPSUM BOARD VERT. 11 VERTICAL
CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE SOLID WITH CONCRETE.
Aam
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK INDUSTRIAL PLYWOOD U.S. DEPARTMENT OF COMMERCE VOLUNTARY q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003.
ITSELF INGLUDIN6 THE L055 OR USE RESIULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER EP SILL PLATE, DECK CONSTRUCTION,
WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 HDR HEADER W/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUAINOOD-BTION
STRUCTURAL- USE PANELS, APPLICABLE CODE DAYS OF 4,000 P.5.1., U.O.N.
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. HNGR � HANGER WD. WOOD
BE LIABLE REGARDLESS OF WHETHER OR NOT ►T I5 CAUSED IN PART BY A A. WEYERHAEUSER TRU5 J015T 2.OE MIGROLLAM LVL II. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH
PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER HOR. HORIZONTAL ZR ZONING RESOLUTION
PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. (I) WALL TIE PER (5) 50. FT. I I
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, I I SUL A7I OI V $ FENE57RA71 ON REOU I RE1�ENTS
AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE: MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
AUTHORIZATION OF THE ARGHITEOVENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.I AND ANY MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE
NEEDED, UNLESS OTHERWISEFROM FOOTING TO 2"
SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE COMPONENT COMPLIES
PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS ABOVE FINISH GRADE. VALUE CITATION (PER 2020 NYSEGGG)
RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN5I/AHA A114.1 CELLULOSIC I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. OF 40"F AND FALLING, UNLESS APPROVED BY ARCHITECT/EN6INEER. NO EXTERIOR (2"x4") R-15 CAVITY BATT MIN. R-VALUE = 13 (CAVITY) + 5
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WOOD FRAME INSULATION (CONTINUOUS)
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN I'T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY YES
SPECIFICATIONS,UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ARCHITECT/EN6INEER. EXTERIOR WALL R-5 CONTINUOUS RIGID PER TABLE R402.1.2 - CLIMATE
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I R-VALUE INSULATION ZONE 4 NOTE (h)
22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OP THE ACTUAL DEPTH. BORED (PS- 1), THE &OVERNINO BUILDING CODE, AND ANY ADDITIONAL ,
H
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND l�
NOTCHES AND HOLES NOT BE CLOSER
ER THAN
IN THE SAME CROSS-SECTION.FHESTUD. REPORTS. WHERE EVER APPLICABLE. GOMt�I- L I�NG� STriT�M�NT:
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE
UNAUTHORIZED USE UNDER FEDERAL LAW, BY THE ARCHITECTURAL WORKS2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A I,�I
COPYRIGHT PROTECTION ACT OF IcIclO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALL5, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.77. MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. TO THE BEST OF MY KNOY�4LEDC�E, 5EL I EF, AND PROFESSIONAL
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, PROVIDE TWO #4 DEFORMED BARS CON71UOUS IN THE FOOTING. ALL 4" THICK OS I t�,t
GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING J SCHEDULE 2.2.1. BOLT5: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. UDENT, THESE FLANS AND 5FEG I f I GAT I ONS ARE IN
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). N
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED Z i
CONSTRUCTION;55TD 10-aa AND 2018 5BC: HIGH WIND EDITION WORD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" GOMfi�LI NGE W TH THE 2020 5 NERCY GONSERIl>4T1 ON
CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAG SGREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/
I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN&S, FOUNDATION WALLS, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'5). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). DEEP 4 3'-O" BELOW GRADE. GON5TRUGT 1 ON GORE US I NC GHAF7ER 4 [RE]. W
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS. MECHANICAL CONNECTIONS: m
2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
2. APPROVED CONNECTORS, ANCHORS ,AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMP50N" MAY BE v
INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.
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 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED
3. METAL PLATES, CONNECTORS, SORE!-IS, BOLTS AND NAILS EXPOSED SECURE w/(2) I/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® BY 'SIMPSON" MANUFACTURER.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND TABLE R50I.1 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES w
POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR P05TINC 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON„ GROUND SNOW LOAD 25 LB5 p
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. ALLOWABLE
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH PROJECT:
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" R15E 4 w/ (2) 3/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE05 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B IVI 0 LTZ
2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES W/ NO FINISHED CEILING ATTACHED TO RAFTERS
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4"' LUMBER 15 SET 6" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF L/I80
RAFTERS. SITE WORK SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SEISMIC DESIGN CATEGORY S
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFT D SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ER BEARING. 1. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR AND ANY AD
DITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS 4 PARTITIONS H/150 RESIDENCE
MANUFACTURER'S CODE EVALUATION REPORTS. WEATHERING SEVERE
„ 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, "1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY
-I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY ARCHITECT
I6" WITHIN 4' OF EXTERIOR CORNERS. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. 2.2.'T. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 FLOORS # PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-O"
WOODSGREW5 (INCH SERIES). 5. ALL CONNECTORS SPECIFIED AS A "5IMP50N" TOP MOUNTED BEAM
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HAN6ER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED ALL OTHER STRUCTURAL MEMBERS L/240 1600 ALVAHS LANE
TERMITE MODERATE TO HEAVY
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ASPHALT ROOFING SHIN5LES THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SITE. STOCKPILE ALL EXCAVATED MATERIALS. I. ALL SLOPED ROOFING SHIN&LES SHALL BE GAF-6LA55-A ASPHALT ROOFING BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CUTCHOGUE NY ,.1935
OF J" AND 3"x3"xj" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SHINGLES OR APPROVED EQUAL. CLASS WINDOWS AND DOORS EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/560 ICE BARRIER REQUIRED YES
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 11 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONGRETE/MASONRY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE EXTERIOR WALL5 - WIND LOADS WI/BRITTLE FINISHES L/240
FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12" OR CORNERS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL CLEARANCES ARE PROVIDED. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 GENERAL NOTES
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 3. ALL 5LIDIN6 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED
3. PROVIDE FLASHING NECESSARY FOR WATER TI6HT AND WEATHERPROOF WITHIN le)" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ENERGY TABLE
CODES AND REFERENCE STANDARD:I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20. UNLESS OTHERWISE NOTED.
NEW YORK CONSTRUCTION. STRUCTURAL DESIGN CHARTS
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 ELECTRICAL: 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S
TO 2011 NATIONAL ELECTRIC CODE, NFPA-O AND 2020 NEW PORK STATE SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS.
STATE ENERGY CONSERVATION CONSTRUCTION GORE. ENERGY CONSERVATION CONSTRUCTION GORE. STRUGTUR�L DESIGN LOADS2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. NAILING OF ROOFING SHALL BE TO CODE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME ENERGY CONSERVATION CONSTRUCTION CODE. I
PAGE:
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION COMPLETION OF WORK. b. CORROSION RESISTANT II 6AOE ROOFING NAILS AND 16 GAGE STAPLES ARE b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR USE FLIVE LOAD DEAD LOAD
(AF4PA) AMERIGAN WOOD COUNCIL (ANC). PERMITTED ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE.
3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72:3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE - GENERALLY,VERIFY OR PROVIDE HARD WIRED "f. PROVIDE (2) LAYERS OF 15 '1'. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL
# ASPHALT BUILDING FELT UNDERLAYMENT FOR EXTERIOR BALCONIES 40 psf 15 psf -®®
SMOKE DETECTORS w/ BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES GmOO
PLUMBING CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS.
DECKS 40 psf 15 psf
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE A. EACH SLEEPING ROOM 8. ASPHALT 5HIN&LES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF g. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55
MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS CODE. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN
B. OUTSIDE OF EACH SEPARATE SLEEPING
5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"I NATIONAL ELECTRIC AREA IN THE IMMEDIATE VICINITY OF DATE: 09 25 24
� THE BEDROOMS (GENERALLY THE HALLWAY) 9. ALL WINDOWS TO BE GLOBAL WINDOWS SYSTEM. IF CONTRACTOR IS TO UNINHABITABLE ATTICS WITHOUT STORAGE � 2 OF 7
GOD, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION MEGHANIGAL, FUEL GAS: SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY (MAX CLEAR HOT < 42"9 10 psf 15 psf
CONSTRUCTION CODE. OF THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW
G. EVERY LEVEL OF DWELLING UNINHABITABLE ATTICS WITH STORAGE
GYPSUM WALL BOARD (BASEMENT I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE MATCH THE CHARACTERISTICS OF THE GLOBAL WINDOW HOT >S SYSTEM WINDOW (MAX CLEAR H 42 ) 20 psf 15 psf
I. 6YP5UM WALL BOARD SYSTEMS SHALL_ BE OF A TAPE JOIST AND JOINT , FIRST FLOOR, 4 SECOND FLOOR, ETGJ NYS MECHANICAL CODE AND FUEL OAS GORE SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO:
COMPOUND METHOD. DEVON PRESSURE, ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND HABITABLE ATTICS 4
2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, EGRES5 REQUIREMENTS. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf
2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS INSULATION LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFAGTURER'5 5PEG.'S 4 CODE.
OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ROOMS OTHER THAN 5LEEPINO ROOMS 40 psf 15 psf /
DEEMED APPLICABLE. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 TEMPERED 6LA55. .
FOIL TO BE PLACED TOWARD WARM SIDE. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. SLEEPING ROOMS 30 psf IS psf 3. 5/8", ONE HOUR RATED, TYPE 'X' 6 YP5UM BOARD ON CEILING AND WALLS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE P P " ` ` ' - '
(WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION MISSILE TEST OF A5TM EIQ,i6 AND ASTM E1886 A5 MODIFIED BY 2020 NYS BC ''
IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET STAIRS 40 psf 15 psf
EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR
CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. FOUNDATION WATERPROOFING. TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): AN51/DA5MA 115. GUARDRAILS AND HANDRAILS 200 sf 15 psf 1 "
12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH p p
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EMOE5 SHALL BE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: DUCTS 3"4' 4 GREATER, LOCATED IN ATTIC: R-8 A THICKNESS OF NOT LF55 THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL
TAPED AND RECEIVE THREE GOATS OF .JOINT COMPOUND. ALLOW 24 HOURS - a" R-50 FOR FLAT GEILIN65 DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND - �. .
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 DUCTS 3"O 4 GREATER, OTHER PORTION OF BUILDING: R-b ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 psf 15 psf . '
- 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION DUCTS UNDER 3"4', OTHER PORTIONS OF BUILDING: R-4.2 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE
ALL OPENIN65. - 5.25" R-2I FOR FLOORS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT
CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
b. FASTEN GYPSUM BOARD AS PER FASTENIN6 SCHEDULE ON PACE 6-005. ON THE BUILDING. ASCE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES)
0ENERAL SNrM50L <E"',r :
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. STL. Q
EXISTING TO REMAIN WHEN APPLICABLE) 4-Il 15-Q D 0
Lu
NEW WOOD FRAME (L.G, NEW FOUNDATION WALL g N J
co
STL. WHEN APPLICABLE)
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' � UN
WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS
WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL
F05T FOR 6" WALLS), U.O.N.
NEW 2-HR FIRE RATED Q
WOOD FRAME (L.G. STL. MECHANICAL SYSTEMS: - — — — — — — — — — — } 0
m O
_ in
WHEN APPLICABLE) I. IN5TALL/REROUTE ALL EQUIPMENT AS PER MANU. 5PEC.'s — — — — — — QO. •� �
2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL — — _ •--
UNITS AS PER NYS MG 506.1 DBL. F.J. -
5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES — — �„ O 0 0 a-J C4 REQUIRED PER NY5 MG 504. I I 1�3" 4'-6"-- I'-3 I O
.� 0 m +� r-
4•IF APPLICABLE,EQUIPMENTO EXIST. PrIP NG S REQ.V.� RECONNECT NO �
O PROPOSED 15" SPA Q 0 a 0
TTTTTY�ICAL MECHANICAL AREA NOTES: x
I. FOR 14D. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY _ "ry l� I OU S.F. BENCH
- 4 16UNITE .: Q
DEMOLITION NOTE: "DUROCK" (OR EQUAL) r I I SPA I r
PROVIDE 5HORING AND SUPPORT TO ALL AFFECTED 2. FOR NO. FR. WALLS - PROVIDE (1) LAYER OF 5/5 NEW 2 x8
O�NYJRALtO EM15EITION S PRIOR.
T THE COMMENCEMENT TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) I I m F.T. O.G. s
N. 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. Q A-401
5PEC.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE
4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT 13I TPL. F.J.
IT CONFORMS TO NYS MECH. AND FUEL OAS CODE u� _
5. COMB. AIR VOLUME AS PER MANU. SFEG.'s - PROVIDE - PROV. HANGERS
REMOVE BILGO FRESH AIR INTAKE FROM EXTERIOR .
DOORS BUT BILGO b DBL. F.J
. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL U
STAIRS TO REMAIN; EMER6ENGY SHUT OFF SWITCH - IL IL 1L _
PROVIDE NEW RELOCATE -1• FOR 6A5 SERVICE PROVIDE 6A5 SHUT OFF SWITCH d - '
REMOVE FLUE ACCESS HATCH r7----I--—�, SHOWER EXISTINO OUTDOOR 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER I �`fl m
WITHIN WOOD DECK I I CLEARANCES AS PER CODE Q Q /'I 1
REMOVE AND 1 r= ___ 9. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT r€ EXIST. STAIRS 3 ? PROP. DECK 2' X 5' M
REPLACE W/WIDER I� CONNECT TO SANITARY SYSTEM AS PER NY5 w I 1 1 I i i t z Q W/NEW HIDDEN Q AGGE55 HATCH
WINDOW I i l PLUMBING CODE I BILGO AGGE55 I . —
r_ ____, I 1 i i 1O.APPLIANCES JOINED THROU&H A COMMON NATURAL HATCH a 1
I-0 i DRAFT VENTING 5Y5TEM SHALL COMPLY WITH ALL 4 Q I
- - - -—+'
L --_ J I __ � I SECTIONS OF 2020 NY5 RG 0242'T.
L——- - REMOVE SHOWER
------ _ s------i
r_DW �- EXIST. UP r ,
��-- II �r�� v
j REMOVE d EXIST. -
��� REPLACE GAS
J lei II II BATHROOM METER O
f--F-7--4��-=3 ----- ------ �i �\ II �� �� FIXTURES O
IN
REMOVE AND III 1 =_��
REPLACE W/WIDER I III � �I I / � REMOVE WINDOW
I AND WALL FOR �� EXIST. BATH
WINDOW 1-1 — DOOR OPENING EXIST. EXIST. GAS
I III �� 54.1 SF. WATER W/H 8 BOILER
I III L- J J r-_ REMOVE WALL RELOCATED X FILTER
I III EXIST. KITCHEN �DooR FOR DOOR BOILER m
��/ OPENING VENT EXIST.
210.0 Sr. ��_ UNEXGAVATED
REMOVE ALL -- -
---- AREA T
KITCHEN GABS AND I
j APPLIANCES b 1\
L -------1 REMOVE b BASEMENT
I REPLACE DOOR DN 188.9 SF.
------------� i
EXIST. 2X8 F.J.
1
® I6" O.G. V.I.F.
EXIST.
LAUNDRY EXIST. EXIST. ELEG.
ROOM MUDROOM PANEL
55.4 SF. 42.4 SF. EXIST.
UP ELEG. EXIST.
METER AGGE55
OPENING
EXIST. DINING —
ROOM
165 SF
Z
w
O
— U
EXIST. LIVING
ROOM
400 5F
EXIST. EXIST.
11.3 5F. CRAWLSPACE
Q
0
EXIST. 2Xa F.J. PROJECT:
® 16" O.G. V.I.F.
EXIST.
MOLTZ
II.O SF.
RESIDENCE
EXIST.
105 5F. 1600 ALVAHS LANE
CUTCHOGUE, NY 11935
DRAWING TITLE:
EXIST. PROPOSED DEMOLITION PLAN
8.,5F. PROPOSED FOUNDATION PLAN
EXIST. COVERED PAGE:
PORCH
160.0 SF. A-1.01. 00
DATE: 09/25/24 3 OF 7
,r A
it
PROPOSED DEMOLITION F I R5T FLOOR PLAN PROPOSED FOUNDA71 ON, FLAN 5,
50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" `" +
EN Ea R/4'-\L ALL NEW WINDOWS SHALL BE GLOBAL WINDOWS SYSTEMS; INSTALL AS PER MANU. 5PEG.'s.
* SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER
* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS CL
- WOOD FRAME (L.G. STL. Q
EXISTING TO REMAIN WHEN APPLICABLE) WINDOW CHART
Lu
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL EGRE55 CLEAR LIGHT VENT
Lu
STL. WHEN APPLICABLE) WINDOW DIMENSION OPENING
PROV. PROV. m J
TAG COUNT TYPE MODEL # WIDTH REO'D: 20" AMP PER UNIT PER UNIT NOTES
® 2"x4" STRUCTURAL HE16HT REO'D: 24" Q ' (V
WOOD FRAME (L.G. STL. POST FOR 4" WALLS WIDTH HEIGHT OPEN REO'D: 5."I S.F. (S.F.) (S.F.)
NEW I-HR FIRE RATED MIN. (2) � •� �
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL r-
P05T FOR 6 WALLS), U.O.N. EA ( 4 AWNING SL�ML NE 2'-6' 3'-2" 4.21 2.48IF MULLED -6 "- O
WOOD FRAME (RATED. S . � 5L MLINE ++ � Z 0
WHEN APPLICABLE) B 4 TRANSOM GWS O' MULLED a C Y O
2 TRANSOM SLIMLINE 3-0 I -O MULLED � X U N
pO O 4--+ i
Om ZQ0
DOOR SCHEDULE C N O co Lo
FLOOR PLAN NOTES Q � a 26
DOOR NOTE: DOOR MATERIAL
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT �`- IS'-q° FIRE RATING
ON PLANS BY 'JELD-WEN' (OR EQUAL). I TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 0 WIDTH HEIGHT O Q SELF-CLOSING
ON PLANS BY 'THERMATRU' (OR EQUAL). - O W
5.NOTE DOES NOT INDICATE EACH NEW DOOR ® 0 `J O
PROPOSED;SEE DE5I5NATION5 4 DOOR SCHEDULE.
4.PLACE DOORS 4 MIN. FROM PERPENDICULAR
�m
WALLS,U.O.N. FIRST FLOOR
5. INSTALL AS PER MANU SPEG.'s -
6.PROVIDE (2) 2"xIO" HDR.,U.O.N. DN 101 SINGLE SWING JELD-WEN 3'-O" b'-8" • -i I �J v
W POW NOTE: ' " �OP• 8" WOOD GLOBAL ��--� OUTSWING v,
O I. ALL NEW WINDOWS 4 DOORS SHALL BE CLOBAL WINDOW POOL COPING TO 102 DOUBLE SWING WINDOW 6'-0" b'-8" • • FRENCH
SYSTEMS CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS PROPOSED MATCH DECK `,1 f
2
NOTED). INSTALL A5 PER MANU. SPEC.'S. SYSTEMS DOORS _A
HOT TUB (L JT J1
.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; BULKHEAD HIDDEN
SEE DESIONATION5 4 WINDOW SCHEDULE. NO 8 TE Q 103 DOOR LUGIGOLD 4'-5" 5'-6" • �i END HINGE
5.FOR SUBSTITUTIONS, SEE NOTE #Q IN "6LA55 WINDOW5 GLOBAL �1
AND DOORS" ON PAGE G-002. IN-DECK 104 DOUBLE SWING WINDOW 5'-O" 6'-8" • •
4.ALL CASEMENT WINDOWS TO HAVE 5TRAICHT ARM HINGE.
5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH S SYSTEMS
6.IN GENERAL, TEMP. CL. SHALL BE PROVIDED: Z v r 1
b.1. FOR ALL SKYLI6HT5 4 OPERABLE PANELS OF O U O V
SWINGING,SLIDING, 4 BIFOLD DOORS Q
6.2. WITHIN 15" OF F.F.
6.5. WITHIN 24" OF A DOOR d ! PROP. DECK 2' X 3'
6.4. WITHIN STAIRWAYS 4 WITHIN 56 OF A LANDING
_ - PROPOSED
6.5. WITHIN TUB/SHOWER ENCLOSURES AGGE55 HATCH
b.b. SEE ALSO GENERAL NOTES ON PACE 0-002 DECK BELOW nl
1. WINDOW FALL PROTECTION SHALL BE PROVIDED PER 283.5 S.F. m W
NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS um
LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" RELOCATED 37x4Q Q
ABOVE GRADE OR THE ADJACENT SURFACE AT THE 103 I OUTDOOR 5HOWER
BUILDIN6 EXTERIOR. (OPEN TO ABOVE); RIZM
EGRESS NOTE: 3'-5" 2'-10' 4 ---� i ® r� 4"x4" P.T. POSTS w/
IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 jh WOOD PANEL 51DINO
CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 2 A 2 \
EGRE55 SHALL BE FOLLOWED: F 1 V
NET CLEAR OPENINO........... 5.1 S.F.
NET CLEAR HEIGHT............... 24" MINIMUM A . (:2) .5" L L HDR. 1o2 O -
NET CLEAR WIDTH................. 20 MINIMUM � p EXIST. 2X8 RAFTERS
2 0 3 •
NEW FLOOR: REF MODIFIED ® I6" O.G.
O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); MODIFIED 3 ATH 3X8 COLLAR TIES
50REW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G.® A _ _ i / �'
INTERIOR. f K210 S.F.N r �R I EXIST.
IY BATHROOM
2.NEW FINISHED FLOOR TO MATCH EXISTING I ld EXIST.
NEW BASEMENT DOOR: I 101 BEDROOM 62.1 5F.
I. NEW HIDDEN AGGE55 DOOR WITHIN DECK OVER EXI57IN6 - - 200 5F. 11
O BILGO STAIRS. 6
9 -
2.INSTALL LUCI60LD BULKHEAD DOORS (OR APPROVED Q
EQUAL ) O `� EXISTING EGRE55; 5.5 O
3.INSTALL AS PER MANU SPEG,'s '
(V
Oo Oo iq 5 EXIST. S.F. CLEAR OPEN; 2-I"
OEXISTING FLOOR: iv DN CLEAR HEIGHT; 51"
I. EXISTIN6 FLOOR TO REMAIN 104 CLEAR WIDTH
2'-6"-�k-4'-O"
EXIST. EXIST. 2X6 G.J. I I lU
LAUNDRY ® 16' O.G. W/4-I/4" I EXIST. EXIST.
ROOM T61 FLOOR JOISTS 51STERED MUDROOM
33.4 SF. CL-
EXIST. 42.4 5F.
UP
N
EXIST. Z
CL. w
14.8 5F. 2
>< O
U
- - j
EXIST.
54.5 5F. EXIST, w
a
EXIST. DINING 343 SF.
ROOM �j EXIST.
1655F U GL. PROJECT:
��® EXIST.
M 0 LTZ
N
°" RESIDENCE
uXi N
EXIST. LIVING 2'- "
2" 4
EXIST. ROOM
CL• 400 sF EXISTING EGRE55; EXISTING EGRESS; 1600 ALVAHS LANE
113 sF. -7.0 S.F. CLEAR "1.0 S.F. CLEAR CUTCHOGUE, NY 11935
\EX15TIN(5 AC
OPEN; 24.75 OPEN; 24.75
CLEAR HEIGHT; 41" - CLEAR HEIGHT; 41"
CONDENSER CLEAR WIDTH CLEAR® CLEAR WIDTH DRAWING TITLE:
EXIST. r PROPOSED FIRST FLOOR PLAN
CL.EXIST. BEDROOM �
11.0 SF. Isa sF O EXIST.
EXIST. PROPOSED SECOND FLOOR PLAN
BATHROOM BEDROOM
� 5F. p I?O 5F.
REMOVE 4 `fl
EXIST. REPLACE
DEN BATHROOM
105 SF. FIXTURES PAGE:
EXIST. 2X6 G.J.
® Ib" O.G. W/ IT-1/4"
1ST EXIST. 2X6 RAFTERS PROP. 4' EXIST. 2X6 RAFTERS T61 FLOORJOISTS SISTERED ® I6" O.G. RECESSED ® IbCABINET " O.G. A-102mOO
EXIST. 2X6 G.J. EXIST. 2X6 G.J.
EXIST. ® 16" O.G.
8.?SF.
DATE: 09/25/24 4 OF 7
EXIST. COVERED
t
PORCH
160.0 5F.
❑ ❑ ❑ ❑
FROFOSEI7 F I R5T FLOOR FLAN SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0" 5CALE: 1/4" = I'-O"
ELEVATION NOTES
NEW DIRECT VENT FOR EXIST. MEGH UNIT:
OI NEW WOOD FRAME DECK 4 STAIR O INSTALL NEW VENT AS PER MANU. SPEC.'S FOR QL
EXISTING OAS BOILER. IN FULL CONFORMANCE w/ Q
VENTING CLEARANCES REQUIRED PER NYS MG 804.
SEE ALSO NOTE ® FLOOR PLANS.
O NEW WINDOWS $ DOOR Lij
O HATCHED AREAS INDICATE NEW SIDING TO MATCH J cu
EXISTING (TYP) C7
O3 NEW 2" AZEK WINDOW TRIM
� C �
O
O4 REBUILT OUTDOOR SHOWER, OPEN TO ABOVE
�'- C04
5 NEW HORIZONTAL WOOD SCREEN UNDER DECK O O N z
a • _O
co
c 2x :3cm
p O O �-+ C4
O m
c NO � cu
-I--� -0
U •—
U
� m
LLLL�L
L�l _11 �L I �L__1�i H I i I
U �
Q •cn
QD
cl
Ll
a -
X J 102
I
r
F.F. F.F. 3' MIN.
rr
PROPOSED 6UNITE 5
HOT—TUB
FROPOSED EAST ELEVATION (REAR)
50ALE: 1/4" = I'-O" FROF05F_D NORTH ELEVATION (LEFT 51 DfE)
5GALE: 1/4" = I'-O"
z
W
E
ALLOWABLE H6T. PER PYRAMID LAW E
O
U
Li.l
/ a
0
PROJECT:
EXISTING ROOF M O LTZ
UNDER CO #Z24332; RESIDENCE
05/O6/96;
/ 1600 ALVAHS LANE
CUTCHOGUE, NY 11935
140
DRAWING TITLE:
PROPOSED EXTERIOR ELEVATION
PROPOSED POOL SECTION
DESIGN DETAILS
4� PAGE:
A-20loOO
DATE: 09/25/24 5 OF 7
4
104 � l
0
6RADE
PROPOSED ACCESS--
HATCH PROPOSED (5UNITE 5
HOT—TUB
FROFOSE7) SOUTH ELEVATION (RIGHT SIDE) FROPOSED NEST ELEVATION (FRONT)
5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0"
STRUCTURAL PLAN NOTES g)vj
OI FOUND $ POSTS FOR WD. DECK: Q
b"xb" P.T. POST UPON 12"0 P. GONG. PIER
0
FOR WOOD STAIRS a GRADE: j�2 -�-- T '
W
CD
2O 4" THK. P. GONG. PAD 6" WIDE x REQ'D LENGTH UPON _ `--�_ _ - - - _ wco
6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® J
- o — — — — — — — o Q ' N
MAX. 16 O.G., U.O.N. (MIN. 3 STRIN61=R5) -IANIGAL SYSTEMS: m _� — — — m � � L0
)TALL/REROUTE ALL EQUIPMENT AS PER MANU. SPEG.'s — — — — —
O %INTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL
RESERVE T5 AS PER NYS MG 506.1 DBL. F.J.
JNTAIN ALL APPLICABLE VENTING CLEARANCES — —
QUIRED PER NYS MG 604. I I i z
TYPICAL LEDGER BOARD a EXT. DECK: APPLICABLE,DISCONNECT,REROUTE, $ RECONNECT I >Y 0 N O
4 I. (1) 2 x P.T. BD. TO MATCH DEPTH OF JOISTS UIPMENT TO EXIST. PIPING AS REQ.D.
I= w PROPOSED CD
Ca In
2. SECURED w/(2) 5/6" 0 x 5" LONG H.D. GAL. LAG BOLTS O HOT B 15" SPA T '
® I6" O.C. GAL MECHANICAL AREA NOTES: x- I 4q.0 S.F. BENCH c x x N
� p i
5. INSTALL H.D. 6ALV. JOIST HANG-ERS BY 'SIMPSON' (OR )R HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY - 4 I 6UNITE ' O 0 O 4-
C4
EQUAL) JROGK (OR EQUAL) m �+
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING )R WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" r z NEW 2"xe, I SPA I r � 0 +J V)
a c N O CB
BENT OVER TOP EDGE OF LEDE)ER BD. PE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) I I m ®I6" O.G. I 5 Q 0
5. SEE NOTED DETAIL BEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. Q A-401
"EG.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE _
C-N EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT Q TPL. F.J. I L
CONFORMS TO NYS MECH. AND FUEL 6A5 CODE to PROV. HANOER5
)MB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE - d _
MSH AIR INTAKE FROM EXTERIOR L — WOOD n
MNTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL ? DBL. F.J. (Q�J - DECK 6 W
1EROENGY SHUT OFF SWITCH a O a a _ O
)R 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH
)GATE MECH. EQUIP. TO ALLOW FOR PROPER I Q x
.EARANGES AS PER CODE N ® iV ® n TILE STRIP
AT TOP;H.O.
:OVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 3 EXIST. STAIRS ? PROP.3 �
DECK 2 X 3 1 II ,%
-?
)NNECT TO SANITARY SYSTEM A5 PER NYS 0 W/NEW HIDDEN O ACCESS HATCH II• TO SELECT
UMBIN& GODS I BILGO ACCESS H I &UNITE r ,
°PLIANGES JOINED THROUGH A COMMON NATURAL a $ HATCH a / / / / / / II % d FINISH HOT TU5 U
ZAFT VENTING SYSTEM SHALL COMPLY WITH ALL L4 Q \\/\\/\\/\\/\\/\\ II
iCTIONS OF 2020 NY5 RC C242"1. _ _ _ _ _ _ //\//\//\//\//\// •II SEE SECTION n 1
J� \/\/\/\/\/\ d II d 4 PLANS FOR V/
EXIST. UP \\/\\/\\/\\/\\/\\ I lU DEPTHS m
EXIST. �\UNDISTURBE / Q • ~
GAS / / EARTH / / I >
METER o
O (I) #4 BENT H
BAR
\ \\ \\ \\ \\ \\ \\ II PI• I6" O.G. U c
EXIST. EXIST. 6A5
/ // // // // // // / d 4 GONG. SLAB
WATER W/H $ BOILER /\\j\\j\\j\\j\\j\\j\\j II Jr
RELOCATED FILTER \ \ \ \ \ \ \ II II X6-IOXIO W.W.M. BETWEEN T�1
// // // // / l l I I• ° (2) # 4 REBAR CENTER UPPER OF SLAB
BOILER m //\\//\\//\\//\\//\\//\\//\\// ,II II ', CONTINUOUS SECURED IN PLACE DURING POUR �0-
VENT
UNE AREA TED EXIST. /�\) #\4 RE\BAR\\\%//\\/\\/ ul,I .d INSULATION
/\\%\\%\\%\\%\ \ \ °I I • ' VAPOR BARRIER
T _ 0
ISI I GONG. GRADE, \ .-- -----'-I I a_ , "_L 6" COMPACTED
BASEMENT 'I.d ���_-_
BEAM (4,000 PSI - GRAVEL BASE
05A SF. \ \�0 h
5 STIRRUPS -=-- _-------4 \ \ \ \ \
a-----5•
EXIST. 2X6 F.J. I I I I \ (5) #4 REBAR� ' • //�UNDISTIJRSEl7//\/
® 16" O.G. V.I.F. \�r��r��r\�r\
EARTH
(1) #4 REBAR/
1 \bVER EA. PILE \\ \\ \\ \\ \\ \\ \\ \\
EXIST. ELEG. /\\\\\\\\\\\/\\\\ \ \ 2\`
EXIST. PANEL / / /
ELEC.. EXIST.
METER AGGESS
OPENING
HOT TUE3/DE0< DETAIL
A_ .401.001SCALE: 3/4" = I'-O"
i ROP05ED FOUNDATION STRUCTURAL PLAN
SCALE: 1/4" = P-O"
z
W
O
U
Q� R
w�Ou H
`fl W l(1
m 4 Q O MIN. 4" BETWEEN EDOE5 OF PROJECT:
p m 1-1/2 SQUARE BALUSTER
(STYLE TO SELECT)
MOLTZ
51MP50N RAFTER RESIDENCE
TIEIE (O(OR EQUAL)
5/4"xb" P.T.DECK
5/4"xb" P.T. BOARDS
DECK BOARDS P.T. DECK JOISTS AS
NOTED ON PLANS 1600 ALVAHS LANE
5/4" x REQ'D L CUTCHOGUE, NY 11935
HE16HT P.T. R15FR (2) 1/2 41 HOT DIPPED 6ALV. EXTERIOR SHEATHING AS
BOLTS ® EA. POST w/ OVERSIZED
PER SECTION NOTES
�� �� - - --- - - -- - P.T. D.J. AS t -= WASHERS 0 END NUT PREBORED
DECK BOARDS PER PLAN N INTO BEAM, POST,DECK TIE t SIDIN6 MATERIAL AS DRAWING TITLE:
2"x BLOGKIN6 ® EA. = RIM BOARD A55EM5ELY PER SECTION NOTES
STRINGER TO MATCH SIZE P.T. BEAM AS NOTED BUILDING PAPER +t HOUSE WRAP DESIGN DETAILS
OF P.T. DECK JOISTS SOLID BLOCK ® 12" O.G. EX157. STUD WALL TO FULLY OVERLAP FLASHIN& STRUCTURE PLANS
FASTEN STRINGER TO (2) SIMPSON DJT14Z (1) 1/2"0 H.D. 6ALV. THRU
FASTENERS)
(MIN. 6 DECK JOEA. POST BOLT
END NUT PREBOREZEDD INTO R "Z" FLASHING 5/4"xb" P.T. DEGKIN6
FASTENERS) N.O.N. ON PLAN/
i• POST 8 DECK JOIST TIE i
Nose "SIMPSON" ABA44 CAP FOR SECTION/DETAILS)
fn'QJ �� �� ® COLUMN SASE DRAINAGE PAGE:
2'xI2 P.T. STRINGERS ® 16
4" THK. x R WIDE x WIDTH O.G. (MIN. 3 STRINOER5 ® iV 4"x4" P.T. POST
OF STAIR P. GONG. PAD i EA. STAIRWAY) 11 &RAPE - r
" 12"0 'SONOTUBE' FILLED ° 1j - A-40J. 00
2"xb" P.T. BLOCK IN BETWEEN NOS, SOLID w/ P. GONG. oI °
EA. STRINGER. FASTENED TO ALL DECKING SHALL BE FASTENED (MIN. 4,000 PSU Z
P. GONG. PAD w/ IcI/64" x m w/COATED DEGKIN6 SCREWS BY ° „Z„ METAL DTT DECK TENSION
5-1/2" CONCRETE SCREWS GALIBURN (OR EQUAL) - MIN.BY r' JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMP50N' (OR
DECK MATE (OR EQUAL) o - 5/6" m x 5" LONG HEAVY DUTY 6AL. FLASHING EQUAL) DATE: 09/25/24 6 OF 7
O
(5) SCREWS PER BLOCK 0" MIN. LAG BOLTS ® 16" O.G. INTO MUD SILL 3
RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER
w/(2) 5/6"O x 5" LONG APPROVED FLASHING P.T. DECK J015T
GRADE GRADE , o MASONRY ANCHORS ® 16" O.G. AS PER PLAN
EXIST. FOUNDATION WALL
2 XTER I Oil NOOD 57A I R DETAIL EX7ER I OR NOOD 17ETA I L LF-DOER OONNEOT 1 ON DF_7A I L r^
A-401.00 A-401.00 A-401.00 `
SCALE: 5/4" = I'-V SCALE: 5/4" = I'-a" SCALE: I" = P-O"
a.
Q
W
W
co
J m
Q ;+_' N
C IUD
O = �
O
} (.0
L IX
O C (v z 0
a_ •CD Lr)
X = N
0 O O 4-+
O m Z;
N
C O
Q � a � o
70
U • -
4� D
+-J m
U �
EX15T. FRESH AIR VENT
THROUGH ROOF
�I
I v J
I Wnn 11
I
a..
i oO
a i L a
I 0
I NOTE:
I ALL PLUMBING WORK
I SHALL CONFORM TO
1 LOCAL PLUMBING CODE
I •
I
I EOEND
1 =ULL BATH
I
I EXIST. BATH �------� HOT KATER
SUPPLY NOTE:
1 ALL PLUMBING 4n,
—�--——————— ____ _ _ GOLD WATER O FUEL 6A5 WORK r' ~ SHALL CONFORM
SUPPLY
REPL. 2 I TO LOCAL
I I LAV. I 2111 1 O p� REPL. PLUMBING CODE d
p I PROVIDE "ABESGO FF200 FR O 1 FUEL OAS
X 1 1211 ( 1 REFL. J LAV. PROVIDE "ABESGO FF200 FR
p 1 I IEXPANDING FOAM" (OR EOUALI u-
�} 1 1 1 WG• AT ALL PENETRATIONS IN FIRE Q I 4 REPL EXPANDING FOAM" (OR EQUAL)
I z I I AT ALL PENETRATIONS IN FIRE N
N I I NEW. I RATED WALL5 AND O p�
ISHOWER I FLOORS/CEILIN65. PRODUCT w 1 I� �1 Iv W v FLOORS/GEILIN65D PRODUCT
I I I- I CONFORMS TO ASTM E 814, t� =I U NEW �I = _ CONFORMS TO ASTM E 814, „
PIPING PENETRATIONS:
I i ASTM E 54, AND UL 14-7a NI 1- SHOWER N I IN ASTM E 84, AND UL 14'Iq 1. PROVIDE ABESGO FF200 FR
EXPANDING FOAM (OR EQUAL)
I 2 G.O. AT ALL PENETRATIONS AT WALLS
_..1.._.._.._.._.._.._.I_.._.._..J AND FLOOR5/CEILINGS.
MODIFIED 1 2.PRODUCT CONFORMS TO ASTM E
MODIFIED BATH
KITCHEN NOTE: I I 514, A5TM E 84, AND UL 14'14
ALL PLUMBING WORK MODIFIED KITCHEN I MODIFIED BATH MODIFIED
2" SHALL CONFORM TO I 1 p KITCHEN
Rr ——— ————— LOCAL PLUMBING CODE I
r---- -- --- -- ----� I O
OO 12" RELOC.2"I „1 0 I I
12 I 2 O RELOG. I Q4 RELOG.
� RELOG. LAV. 1 I GLEAN OUT O i
j RELOG. AS REO'D LL K•5• i 1 q4 LAV. VENT
~ I I I 'Q RELOC. z
I 1 WG• EXIST. F.A.I. TO F,7 RELOC, w
u REMAIN 1 I �J 1 1 W.G. p� RANGE �t
" I 1 :0 I 1 .0 Q I m REGULATOR
LOG I- i *1 ry n RELOG j I s 1 IN c0�
RELOG. nl �� P-E I n 2I U
�I I —I I m nl 1= PROPOSED
G.O. r4lil
G.O. OUT. -----I----- 'J— L ' -----=--------- -----�I RELOC. EXIST. GAS HOT
SHOWER L.._.._..—.._..—..�._..T--._ .I.._.._.._.I._.._.._.._.._.._. _.._.._.._..J OUT. SUPPLY TUB
SHOWER
EXIST. HOUSE I CONNECT TO TO 5A5
MAIN DRAIN G.O. 506. DRYWELL ( EX151. WATER MAIN QD
11 5UPPLY SYSTEM I TO STREET
WATER MAIN Q PROJECT:
TO SEPTIC j i_.. _..�
J
SYSTEM � � i U
N� X EXIST. M O LTZ
w BOILER RESIDENCE
X
lu
1600 ALVAHS LANE
CUTCHOGUE, NY 11935
FLUME3 1 NC R 15E=R - 17RA I N / NASTE / VENT PLUMB I NC RISER - SUPPLY' OA5 RISER - SUPPLY DRAWING TITLE:
SCALE: NT5 SCALE: NT5 _ SCALE: NTS PLUMBING RISER DIAGRAMS
GAS RISER DIAGRAM
PAGE:
P-mlomoLmoo
DATE: 09/25/24 7 OF 7
.�:is •. - s-.