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DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY
MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO.
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-104470
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS.
COLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS.
2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED
MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o
10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE
MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE %0
DIRECTION OF THE LICENSED / REGISTERED ENGINEER . 0—
RESIST BOTH AXIAL AND BENDING FORCES.
4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARELu
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FOOTINGS AND ANCHORAGE -COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS'
(SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY, O
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CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Q0000 Z
(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED CD 0
WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). r ^ ICL
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TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 z
OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S.
PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH LjLj
USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS.
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FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" �.
O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR W F
BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. m
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ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED `' 0
AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE
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AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT = `
STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 0
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SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME Fc�—, �
STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON O V _j
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EXTERIOR.
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TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ! ` 0
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CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. v o
GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ALL p
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SIDES OF THE BUILDING. co
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EARTHQUAKE DESIGN DATA TABLE -J
0.2 SEC SPECTRAL RESPONSE 0.178 g
ACCELERATION (Ss) Z
1.0 SEC SPECTRAL RESPONSE 0.050 g
ACCELERATION (Si)
SEISMIC DESIGN CATEGORY B
RISK CATEGORY (TABLE 1604.5) I
DRAWN BY.- ANW
SITE CLASS D DATE: 1/29/2021
LIGHT FRAMED WALLS SHEATHEDfr; �/j REVISED DATE.' ----
E ID CHECKED BY: JMD
BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS 15 U
SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR DATE: 2/23/2021
STEEL SHEETS CURRENT LUMBER SPECIFICATIONS (06-01-2013) NOV 1 S 2011
RESPONSE MODIFICATION FACTOR (R) 7
ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SIZE DESCRIPTION BENDING VALUE Fb BUILDING DEPT. REVISED DATE.
• ----
SEISMIC DESIGN BASE SHEAR 500 LBS 2x4 NO. 2 SPF 1313 PSI TOWN OF SOJTHOLD
�REVISED DATE:DA TE: ----
2x4 NO. 1 SYP 1500 PSI
2x4 2100f MSR SPF 2100 PSI
----
2x6 NO. 2 SPF 1138 PSI
SHEET INDEX 2x6 NO. 1 SYP 1350 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS
2x6 2100f MSR SPF 2100 PSI BUILDING DESIGN CRITERIA BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT
SHEET # DESCRIPTION 2x6 2400 MSR SYP 2400 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED
2x8 NO. 1 SYP 1250 PSI USE GROUP U PROFESSIONAL ENGINEER.
G1 OF GI SPECIFICATIONS &SHEET INDEX
S1 OF S7 COLUMN PLAN 2x8 2400 MSR SYP 2400 PSI CONSTRUCTION TYPE VB Date. 2021 .03.04
S2 OF S7 TRUSS PLAN 2x10 NO. 1 SYP 1050 PSI RISK CATEGORY 1 1 1
S3 OF S7 TRUSS DRAWING & DETAILS 2x10 2400 MSR SYP 2400 PSI BUILDING AREA 1200 SQ. FT.
2x12 NO. 1 SYP 1000 PSI BENJAMIN J. OBRIST, P.E. �9.43F w ��
S4 OF S7 ELEVATIONS BUILDING DESIGN ELEVATION 0 FT BENJAMrist@aOBRI T, naes.com �P �� J. O
2x12 2250f MSR SYP 2250 PSI ROOF SNOW LOAD 20 PSF ben.zobrist@oliieddesignaes.com 209
SS OF S7 SECTIONS & DETAILS � ��
1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI * J+
S6 OF S7 SECTIONS & DETAILS GROUND SNOW LOAD 20 PSF DIGITALLY CERTIFIED BY BENJAMIN J.ZOBRIST ON DATE m �
ADJACENT TO SIGNATURE ABOVE.PRINTED COPIES OF
x15" GLU-LAM 1650 PSI
WIND SPEED V ULT THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND r
S7 OF S7 DETAILS SEALED AND THE CERTIFICATE MUST BE VERIFIED ON
1 0 MPH
5 1/4"x16 1/2" GLU-LAM 2400 PSI ?5
WIND SPEED (VASD) 101 MPH ELECTRONIC COPIES. SCALE:AS NOTED
5 1/4"x19 1/2" GLU-LAM 2400 PSI 102832
FO �• SHEET NO.
A'�oFEsslONa�" G 1 OF G 1
FFICE.•
CUTCHOGUE, NY
JOB NO.
128-104470
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LOCATION DIMENSIONS 1'-0"VENTED SIDEWALL OVERHANGS
A l'-O"NON-VENTED ENDWALL OVERHANGS
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DATE: 1/29/2021
CHECKED BY: J MD
DATE: 2/23/2021
REVISED DA TE' ----
REVISED DA TE'
REVISED DA TE'
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REVISED DATE: �j
COLUMN PLAN LEGEND
a - 3-2x6 LAMINATED COLUMN LOCATION ,tDf N[4,
HEADERED TRUSS LOCATION J. "o
- 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT
HINGE WITH CLOSER, LOCKSET
- (5) 6430 MB FIXED WINDOWS
0 - (4) 10'-2"x10'-1"OVERHEAD DOORSCt:
- 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION)
- SNOW RETAINERS102832
- ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS
- PERIMETER SEAL PACKAGE (COMPLETE BUILDING)
- 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) ROUGH OPENING SCHEDUL_ 04 lff,,,,?02
18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE Ll,"o
UNIT SYMBOL DIGITALLY bIGNLD AND SEALLLk,'�,NJAMINJ ZUBRISI CLHIIHCATE
PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE WIDTH HEIGHT MUST,8E VERIFIED ON LETRONIC COPIES PRINTED COPIES OF THIS
COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x1 4"THREADED ROD FROM LEGEND 2' 81 DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
WITH AN ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST CONCRETE ED 38 114" 81 SCALE: =R�F= 1- (OSCALE. AS NOTED
COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN Q 76 1/4" 36 1/4" 1 4' 16' SHEET NO.
IN ONE OPERATION. Sl OFS7
OFFICE.•
CUTCHOGUE, NY
JOB NO.
128-104470
TRUSS SPACING 7'-6" O.C.
LIVE LOAD 20 PSF
DEAD LOAD 4 PSF
CEILING LOAD 2 PSF
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TIGHT BEFORE FASTENING CLIPS) Z
2x4 BUTTED PURLIN DETAIL
(PURLIN CONNECTED WITH 60D R.S.NAIL) DRAWN BY.' ANW
SCALE: 1 1/2"= l'-0"
DATE: 1/29/2021
CHECKED B Y.• J MD
DATE.' 2/23/2021
REVISED DATE: ----
REVISED DA TE: ----
REVISED DA TE: ----
REVISED DATE: ----
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DIGITALLY SI�NENANN ELALLU IC COPIESINJNTED ISf CGS IIFKATE
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NOT CONSIDERED
COPIES PRINTED SEALED THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
SCALE:AS NOTED
SHEET NO.
S3 OF S7
OFFICE.-
DESIGN AND EXPLANATORY NOTES �_ CUTCHOGUE, NY
JOB NO.
1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-104470
OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.
VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER.
2.) * -STITCH SCREW ROOF STEEL LAP RIBS 6 L.F. FROM EACH ENDWALL W/ #9x1"
S.S.I.D. SCREWS W/WASHERS. SEE SHEET S7 OF S7 FOR DETAILS. I = o
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DATE: 1/29/2021
CHECKED 8 Y.• J MD
5"O.G. GUTTERS DATE: 2/23/2021
REVISED DA TE., ----
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REVISED DA TE.* ----
HI-RIB STEEL SIDING
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T#21 CORNER TRIM REVISED DATE. ----
T#167 TRANSITION TRIM
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NORTH ELEVATION MUST O VERIFIED ON NOTCON I COPIES SIGNED
OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
SCALE.AS NOTED
2' 8'
SCALE: SHEET NO.
1' 4' 16' S4 OF S7
OFFICE:
DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY
JOB NO.
1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-104470
CONDITIONS MAY REQUIRE MODIFICATIONS.
2. CONCRETE FLOOR NOTES:
a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o
b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U
DISTANCE OF 10' PLUS OVERHANG WIDTH.
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c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. N
UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING
MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLLu
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BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT.
d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. O o
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3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF fZ
LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V
LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND r
TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. V
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4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING
WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1
FLUOROFLEXTM 1000 HI-RIB STEEL CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION LjLj
2x4 PURLINS @ 22"O.C. INSTRUCTIONS.
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T#167 BASE TRIM
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4 2x4 NON-TREATED BASEBOARD DRAWN BY. ANW
1 1/2"xl" BLOCK &T#109 BASE TRIM DATE: 1/29/2021
4"CONCRETE FLOOR*
4' WIDE R-10 PERIMETER INSULATION* CHECKED BY. J M D
3' BLACK PLASTIC LOWER COLUMN DATE: 2/23/2021
8 PRECAST CONCRETE
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FINISH GRADE `'" `5 ''t'`° " 4 COLUMN
INSTALLATION
REVISED DATE. ----
4"MINIMUM COMPACTED GRANULAR BASE♦ 3/4"ADJUSTMENT ROD REVISED DATE.' ----
OR IN SITU GRANULAR SOIL WITH BASE PLATE 1. INSTALL PRECAST CONCRETE REVISED DA TE: ---
2x6 TREATED BOTTOM PLATE ,`•,:; , COLUMN W/ADJUSTMENT ROD &
BASE PLATE IN THE AUGERED REVISED DA
360M & 370M BRACKETS FASTENED TO MFS UNDISTURBED SOIL
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4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH HOLE.
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(1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M &
PLUMB PRCAST CONCRETE
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AROUND EXPOSED REBAR CAGE AND 3/4"x14"
1910 THREADED ROD WITH AN ADDITIONAL MINIMUM 1"
4. POUR READI-MIX CONCRETE INTO C�
ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. THE HOLE AS SPECIFIED. 2S ��
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF �`�A 102832
LOWER COLUMN IN ONE OPERATION. MPACT THE
LOWER COLUMN 5 ANNULAR SPACE OAROUND THE SSIO�� / _.. . .
ISOMETRIC COLUMN TO GRADE WITH SOIL oF/Ilar2oZ1
SIDEWALL SECTION A AUGEREDFROMTHESITE.
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MUST BE VERIFIED ON ELETRONIC COPIES PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDER E O SIGNS O AND SEALED
SCALE: 1/2"= V-0" .71
SCALE:AS NOTED
SHEET NO.
S5 OF S7
OFFICE:
NY
JOB NO.
128-104470
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3-2x6 STUB COLUMN
DA TE: 2/23/2021
HEADER FASTENING SCHEDULE REVISED DATE.• ----
4'-0" 2x6 BLOCK (NO 110 HE
ADERS REVISED DATE.: ----
HEADER STUB JAMB
T#124 T#15 MEMBER COLUMN COLUMN REVISED DATE: ----
ds T#129
O.H.D. EA. 2x10 6 6
2x2 BLOCK ALUMASEAL
REVISED DATE ----
NOTES:
�': Ad T#151 T#152 1. NUMBERS ABOVE ARE 4"STRUCTURAL
T#154 T#105 SCREWS REQUIRED PER CONNECTION. ��OF NE�
18" 2x3 JAMB (BEYOND; 10'-3" 2• PRE-DRILL HEADERS AS REQUIRED
TO PREVENT SPLITTING. '`Q'P �N oy0
BOTTOM 2'TREATED) GRADE TO BOTTOM �,3. IF NUMBER OF SCREWS REQUIRED FOR I
3-2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION
2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING,
BOTTOM 2' TREATED) THE EXCESS SCREWS MAY BE INSTALLED r CL_
IN HEADER SUPPORT BLOCKING.
ENDWALL SECTION B OHD HEADER SECTION C �sFOA 102832
SCALE: 1/2" = 1'-0"
SCALE: 1"= V-0" fss
04 ?021
DIGITALLY St—EU AND:,tALEU�'.BENJAMIIJJ UL,11Sf DLRTIFICATE
MU ST BE VERIFIED ON ELETRONIC COPIES PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND SFALED
SCALE.-AS NOTED
SHEET NO.
S6 OF S7
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-104470
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GUN NAILS. NAILED 3" O.C. WASHERS INTO EACH PURLIN =
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LAMINATED COLUMN #9x1"S.S.1.D. SCREWS WITH #9x2"S.S.I.D. SCREWS WITH WASHERS
WASHERS INTO PURLINS INTO PURLIN AT EACH HI-RIB 1 1 1
#9x1"S.S.I.D. SCREWS WITH 1 1 I
T#16 GABLE TRIM WASHERS USED TO STITCH LAP
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LAMINATED COLUMN SCREWS CENTERED IN FLATS p
FLUOROFLEX 1000 WITH (1)60D R.S. NAIL `a0
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OSB SHEARWALL DETAIL OSB SHEARWALL DETAIL o _,
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_ _ _ _ _ _ _ _ _ _ THE GABLE TRIM TO THE STEEL BETWEEN PURLINS = O
7/16"OSB 7/16" OSB • ° X
- - - - - - - - - - - - - - - - O
2x4 NAILERS 7 m
2x6 VERTICAL BLOCKS @ 2x4 NAILERS FIRST SCREW IN THE Z
FLAT AT THE TOP AND C
__ _ _ __ _ = — — — — — — — BOTTOM PURLINS WITH v
— — — — — — — —
1 2 '3
COLUMN BETWEEN NAILERS #9x1"S.S.I.D. SCREWS Z
I 1 1 =
- - - - - - - _ PERIMETER OF OSB SHEETS - - - - - - - - Q w
SCREW LAP RIB FIRST
THEN THE OTHER TWO a,
= —'— = = =— = NAILED W/1-3/4" RING SHANK = - - -— - RIBS. USE #9x2"S.S.I.D. Q N
COIL GUN NAILS SPACED 3"O.C. SCREWS
i W g
- - - - - - - - - - - - - - - J
EXTRA NAILERS — — —— — — — — — — ` — — ` — ` EXTRA NAILERS ADDED >_
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BETWEEN STD. OSB NAILED TO INTERMEDIATE (MAX.SPACE TO BE 24")
NAILERS — —.` - - ^— - SUPPORTS W/1-3/4" RING SHANK -—•— - - -— -
(MAX. SPACE
- - - - - - - - COIL GUN NAILS SPACED 6"O.C. - - - - - - - -
TO BE 24")
• + DRAWN BY.• ANW
— ` — ` - - - - - - - - - - - - DATE. 1/29/2021
CHECKED BY: J MD
LAMINATED COLUMN LAMINATED COLUMN
DA TE: 2/23/2021
- - - - - - - - - - - - - - - - REVISED DA TE: ----
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REVISED DA TE: ----
- `.- - - -- - - -,- - - -- - REVISED DATE. ---
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(IF PROTECTIVE LINER (IF PROTECTIVE LINER • °
— — —— — — — — IS INCLUDED) — — — — — — — — IS INCLUDED) °
— — — — — — — — 2x8 TREATED BASEBOARD — — — — — — — — 2x8 TREATED BASEBOARD #9x1"S.S.I.D. SCREWS WITH WASHERS .��,OF N[4,
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7/16" OSB SHEARWALL ELEVATION 0 7/16" OSB SHEARWALL ELEVATION °IG'ST BE JimN[DANN SEATEDIC COPIES
PRINTED
ISTIERTF CERTIFICATE
MUST SOCUMEVERIFIED ON NOT CONST COEDS SIGNED
SEALED
SCALE:
THIS
SCALE: 1/2"– 1'-0" (1'-0"OVERHANGS) DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
SCALE: 1/2"= V-0" SCALE: 1/2" = V-0" SCALE:AS NOTED
SHEET NO.
S7 OF S7
SITE PLAN HATCH KEY:
/ PROPOSED BUILDING ADDITION ��� d O
Q ys
+ U
PROPOSED AGGE55ORY STRUCTURE w Z O
O ago w N
P� 3
PROPOSED 2ND STORY 73 J W
w y.
Z
L � O Z
DRAINAGE SYSTEM CALCULATIONS - MORTON BUILDING ONLY ..J J
O �
a22%A° SURFACE COVERAGE AREA RATIONAL RUNOFF IL Lo it
PEAK RUINOFF O O
5 TYPE COEFFICIENT (GFS)
ROOF (k# 12" O.H) 1215 S.F.
N TOTAL PEAK RUNOFF OF ALL SURFACE TYPES (GFS): 0.056 NEVI MORTON BU I LID I NO; THIS SGOFE OF NOR< I NGLUDES: (5-001 .00 PROJECT LOCATION & SCOPE zo
- FLAGEMENT OF BU I LD I NO ON SITE SITE PLAN & ZONING DATA = p
rn TOTAL STORAGE REQUIRED (FT ) 200 - DES I ON OF BU I LD I NO'S CONCRETE SLAE3 FLOOR ~
ZO TOTAL DEPTH OF 8'0 STORM DRAIN POOLS REQUIRED (FT) IL 4.5 Q w
sa NO. OF PROPOSED 95-0, 5' DEEP STORM DRAIN POOLS 1 �-002 •00 GENERAL NOTES J 00
13, GONSTRUGTI ON DOCUMENTS AND SFEG I E 1 GATI ONS }�FOR� 5U II�LD I NOS• Z � �
O - CALCULATIONS
PEAK RUNOFFV(GBS�N PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH Q = CIA WHERE: STRUCTURE FRO X I DED SEPARATELY �Y MORTON 5U I Ll)I NOS, INV. ENERGY TABLE J
111 G = RATIONAL RUNOFF COEFFICIENT STRUCTURAL DESIGN CHARTS �c O
I = RAINFALL INTENSITY (IN/HR)
A = DRAINAGE AREA (ACRES)
Z - RAINFALL INTENSITY HAS BEEN ASSUMED AS 2 IN/HR PER TOWN OF RIVERHEAD ZONING CODE SECTION •OO Z
301-5060A.e) FOR PROPOSED WORK AFFECTING LE55 THAN I ACRE OF LAND. O DATA : PROPOSED FOUNDATION PLAN N J
- TOTAL STORAGE REQUIRED HAS BEEN CALCULATED A55UMING A TOTAL RAINFALL OF 2 INCHES,A5 PROPOSED FIRST FLOOR PLAN Li wCD
PER TOWN OF RIVERHEAD ZONING CODE SECTION 301-506(5.4.e) FOR PROPOSED WORK AFFECTING Lo m vi
LESS THAN I ACRE OF LAND. P _ Lo
PROJECT I ZONING DATA - O
TAX MAP # 1000-63-3-18.1 ®2O •00 DESIGN DETAILS
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[LOT AREA 5.6 ACRES -
U
Cof0 - I-FAMILY DWELLING #Z-5434; SEPT. 10, 1x73 w
F- U
GofO - I-FAMILY DWELLING w/ J
THREE ACCESSORY STORAGE #Z-2aaao; FEB. 02, 2004
SHEDS $ ONE LARGE BARN
SUE3.JEGT Q
GofO - WINDOW REPLACEMENTS #Z-40504; JULY 16, 201a
FEMA FLOOD ZONE X
BUILDING DESIGNATIONS
SUFFOLK COUNTY HD APPROVAL G-20-0107 360.2 GPD
�` � ,gat• �� °,...:
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PROPOSED MORTON BUILDING DATA `'..�';
EXISTING I-FAMILY DWELLING: ;,,
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- OCCUPANCY CLASSIFICATION U
6 BEDROOMS
F.F. EL.
CONSTRUCTIONCLASSIFICATION V-B t:\• :. g : . ,.
EXISTING ART15T WORKSHOP: gg
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O I-STORY WD. FR. BLDG. ON SLAB (NO BASEMENT) > .e,
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TYPE B OCCUPANCY GRO55 FLOOR AREA 1,200 S.F.
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DESCRIPTION (FOOTPRINT) AREA �- \�• �.,.,,,,_
t.
O WD. FR. ACCESSORY STORAGE BLDG. COVERAGE
DRY BLDG.
PROPOSED MORTON BUILDING: TOTAL LOT AREA 243,075 S.F. LOCATION MAP
O WD. FR. BLDG. ON SLAB
TPROP. SLAB EL. = 2YPE U OCCUPANCY • CULTIVATED AREAS 152,242 S.F. 62.695
a.1' SCALE: 1" = 300'-0"
EXISTING I-FAMILY DWELLING ("A") 18a1 S.F. IL 0.&%
EXISTING ARTIST WORKSHOP ("B") 1,122 S.F. 0.595
FARM �05 SITE PLAN NOTES EXISTING SHED ("G") 1445 0.15
PROPOSED DRY WELL EXI5TIN5 SHED ("D') 200 S.F. 0.1%
OI 6V x 5' EFFECTIVE DEPTH;SEE AL50 DETAIL I/A-201. EXISTING SHED ("E") 170 S.F. O.I�
DRY WELL SHALL MAINTAIN 10' 4 5' MIN. SETBACKS FROM N
BUILDING FOUNDATIONS b PROPERTY LINES, RESPECTIVELY. PROPOSED MORTON BUILDING ("F") 1,200 S.F. 0.595 ~
rn z
X 2 O EXIST. DRY WELL TOTAL AREA OF ALL STRUCTURES 4727 S.F. I.q% �
EXIST. SEPTIC SYSTEM0
,
p O 5GDH5 REF. #G-20-010"1 APPROVED OS-o7-2020;EXIST. MAXIMUM COVERAGE OF 5TRUCTURE5 ALLOWED = 20% (R-80) / 40% (HB)
O� SYSTEM SHALL NOT BE AFFECTED BY SCOPE OF WORK w
O PROP. CONNECTION TO EXIST. SEPTIC SYSTEM REWIRED REC-ULATIONS - PROPOSED MORTON BUILDING
NEW SANITARY LINE 8 4'0 DIRECTIONAL MANHOLE(5)
CONNECTING MORTON BUILDING TO EXIST. SEPTIC SYSTEM
OF ARTIST WORKSHOP, PER PENDING 50DH5 APPLICATION MIN. REQUIRED MIN REQUIRED PROPOSED COMPLIES Q
O PROP. WATER SUPPLY LINE (HB)
/ 5
l LINE SHALL MAINTAIN MIN. 18" VERTICAL SEPARATION FROM
C) EXIST. 6A5 LINE FRONT YARD 15.0' 60.0' 52.0' YES (I) PROJECT:
I. OPROP. BURIED ELECTRICAL LINE
LINE SHALL MAINTAIN MIN. 18" VERTICAL SEPARATION FROM SIDE YARD 10.0' 20.0' 20.0' YE5
EXIST. GAS LINE TI BETT
I BOTH SIDE YARDS 25.0' 45.0' 130.4' EYES
_ C O EXIST. OVERHEAD ELECTRICAL WIRES 0
REAR YARD 25.0' 75.0' 728.6' YES M RTO N BLDG.
EXIST. BURIED ELECTRICAL LINE
)))
LOT SIZE 20,000 S.F. 80,000 S.F. 243,075 S.F. YES
Oa EXIST. WATER SERVICE LINE
4 �?p�N H� EXIST. GAS LINE LOT WIDTH 60.01 175.0' 207.7' YES 56995 MAIN RD LOT DEPTH 100.0' 250.0' x66.2' YES SOUTHOLD, NY 11971
5 i
MAX. PERMITEMAX. PERMITTED2o.
(HB) (R-80) PROPOSED COMPLIES DRAWING TITLE:
4
10.0 0 O 1O• BUILDING HEIGHT 35.0' 35.0' ICI.&' YES PROJECT LOCATION &SCOPE
5 -
6 Is�so2q,00"W STORIES 2 2.5 I YEs SITE PLAN & ZONING DATA
o.i
Dl5• S2 � �-FRONT YARD SETBAGIC OF 52.0'CORRESPONDS TO THE I-FAMILY DWELLING,WHICH IS LOCATED FULLY WITHIN ZONE F!B(15.0' �
MIN.REGEUIRED).THE FRONT YARD SETBACK OF THE PROPOSED MORTON BUILDING,WHICH FALLS PARTIALLY WITHIN ZONE
__ ----" EXIST. N %' \ R-80,15 211.2'(60.0'MIN.REQUIRED).
RGA 10
DRIVEWAY �`
' o °\ � PAGE:
8
G-001I. 00
b•b'
O DATE: 11/11/21 1 OF 4
sa SITE LAYOUT NOTES:
5� I. THIS IS AN ARCHITECT'S SITE PLAN d IS
SUBJECT TO VERIFICATION BY A LICENSED
2o�,6q SURVEYOR. THE INFORMATION
REPSENTED ON TH15 SITE PLAN
(Dill,
' oP�' ARGHHIITEGT'S BEST OF KNOWLEDGES TO THE
pR
6���U ��,26-Iy�5o2q,0° W O ( 5• R 2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED MARCH 4, 2021
�°2 3�� R AND PREPARED BY:
PEGONIG SURVEYORS, P.O. r` �f 1
N.Y. STATE LAND SURVEYOR
LIG. 04a618
Po BOX aoa
SITE PLAN`l 1230 TRAVELER STREET �',!.a[LO[�:G DEBT.
5OUTHOLD, N.Y. IIcI'11 TOWN OF SOU!'HOLD
TELEPHONE: (631) 765-5020
SCALE: 1" = 50'-0"
NOTF-5 $ 5PEG-I F I GATI ONS FOUNDATION, CONCRETE, AND MASONRY 455REVI AT 10NJ
IT 15 THE r-ONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT a)TbC.
6ETHER AT ALL TIMES. IT I5 AL50 THE ONTRACTOR'S RESPONSIBILITY TO READ ALL NOTE-5, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. -1 INSULATION a U
SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK
CW Z O
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR
rl
GENERAL 2. ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) W N
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE - J W
APPLICABLE BUILDING DEPARTMENT. 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Q W �
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM O Z
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM �MEGH. MECHANICAL -j Z
5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ---- _
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. �IMINIMUM _ � I- Lf)
AND AUTHORITIES HAVING JURI5DICTION. U IL BACK FILL SHALL O PLACED AGAINST FOUNDATION WALLS G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF IaBB 0 0 O
UNTIL I� TIER OF FRAMING 15 IN PLACE.
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY � �� Lo it
4. THE UNNOTED
NO "f. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE
-- d' m
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED
SHALL BE CLARIFIED WITH THE ARCH]TECT/ENSINEER BEFORE PROCEEDIN6 50LID WITH CONCRETE. GOVT. _ CONTINUOUS O.G. ON CENTER
WITH THE WORK. 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. DBL. DOUBLE OCG. OCCUPANCY
uj
6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE ME51ON FLOOD ELEVATION O.H. � OVERHANG ~
UNLESS APPROVED BY THE ARCHITECT/EENOINEER. DAYS OF 4,000 P.5.1., U.O.N. Z
Q J
DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION � J 00
1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
D.J. DECK JOISTS P. GONG. POURED CONCRETE J �
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PL. FLA-E Y rl O
9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION PLYWD. PLYWOOD
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,
(1) WALL TIE PER (3) 50. FT. Z N
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED LL W cfl
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
Ii. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING -� REQ'D REQUIRED _ L�
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Ri RISER
PERMISSION FROM THE ARCHITECT.
FROM FOOTING TO 2" ABOVE FINISH GRADE.
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F.A.I. FRESH AIR INTAKE RM. ROOM
RESPONSIBLE FOR DEVON INTENT ONLY., 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO R.R. ROOF RAFTER - 1
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
F.A.V. FRESH AIR VENT STL. STEEL � W
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY w
TIMES. AT THE COMPLETION OF WORK, TI4E CONTRACTOR SHALL REMOVE ALL ARCHITECT/ENGINEER. FF FINISHED FLOOR SI V• SMART VENT
RUBBISH, WASTE MATERIALS, TOOLS, ETC:., GLEAN OLA55 AND LEAVE WORK FF ELEV. FIRST FLOOR ELEVATION TBD � TO BE DETERMINED U
BROOM GLEAN. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND W
WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL F.J. FLOOR JOISTS TEMP GL- --ftEmPERED GLASS = J
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODE5 14. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
AND ORDINANCES. MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. 1 THICK V J
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGS -� FLOOD RE515TANT CON5TRUG7ION ELEVATION1T•O.W. TOP OF WALL Q
THE 5UB-CONTRACTORR S FOR A PERIOD OF AT LEAST ONE YEAR AFTER IFR. FRAMEE Tr TREAD
COMPLETION OF PROJECT. 20. FOSECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 6
IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 4 3'-0" BELOW GRADE. OF TYP. TYPICAL
ARCHITECT/ENOINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND
AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INGLUDIN6 FTG. FOOTING f U.O.N. UNLESS OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR FE5ULTIN6 FROM THE PERFORMANCE OF
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) GYP. BD. GYPSUM BOARD VERT. VERTICAL \
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO - -
INJURY TO OR DESTRUCTION OF TAN6I151_E PROPERTY (OTHER THAN THE WORK H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
ITSELF INGLUDIN6 THE LOSS OR USE REEWLTINb THEREFROM). (B) 15 CAUSED IN
WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE HDR -� HEADER l�w/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY HNGR HANGER WD. WOOD
BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A
HOR. HORIZONTAL ZR ZONING RESOLUTION
PARTY INDEMNIFIED HEREUNDER.
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRUCTION INGLUDIN6
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR INSULATION FENESTRATION R E O U I R E M E lel T S
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATION5,
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN
AUTHORIZATION OF THE ARCHITECT/ENGINEER.
la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAwIN6COMPON
s PROPOSED DESIGN GODS PRESGRIPTII�E VALUE
ENT \/ALUE CITATION (PER 2020 N)"SEGGG) GOMP'LIE5
NEEDED, UNLESS OTHERWI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED'.
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EX15TINO WORK WINDOWS: MAX. U-VALUE = 0.55
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. VERTICAL FIXED TO BE SPECIFIED BY MORTON MAX SHOO = 0.43 _
FENESTRATION U-VALUE 4 BUILDING MANU. SPEC.'S MAX. AIR LEAKAGE = 0.30 GFM/5F
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS 5HGG W P.F. = 0.2 TO 0.5 PER TABLES 0402.4 s 0402.5 - CLIMATE ZONE 4
SPECIFICATIONS,UNLE55 NOTED OTHERWISE.
DOORS: MAX. U-VALUE = 0.45
22. PROVIDE FIREBLOCKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. VERTICAL OPERABLE TO BE SPECIFIED BY MORTON MAX 5HGC = 0.36
FENESTRATION U-VALUE BUILDING MANU. SPEC.'S MAX. AIR LEAKAGE = 0.30 CFM/5F -
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY SHOO w/ P.F. < 0.2 PER TABLES 0402.4 4 0402.5 - CLIMATE ZONE 4
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5
COPYRIGHT PROTECTION ACT OF 1490 (AWCPA), WHICH HAS SEVERE PENALTIES. R=38.1 w/ a" THICK BLANKET
GORES AND REFERENCE STANDARD: GEILING/ROOF R-VALUE INSULATION PER MORTON BUILDING MIN. R-VALUE = 55
MANU. SPEC.'S PER TABLE 0402.1.3 - CLIMATE ZONE 4 YES
I. ALL NEN WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK (R=4.3/INCH ASSUMED) W
STATE BUILDING CODE, 2020 NEW YORE: STATE PROPERTY MAINTENANCE R=25.8 w/ 6" THICK BLANKET w
CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATIOV CONSTRUCTION WOOD-FRAMED WALLS INSULATION PER MORTON BUILDING MIN. R-VALUE = 13 (CAVITY) + 3.5 (CONTINUOUS), OR
20 (CAVITY) YES 2
GODS. ABOVE OVERHEAD DOORS MANU• SPEC.'S 2
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF R-VALUE (R=4.3/INCH ASSUMED) PER TABLE 0402.1.3 - CLIMATE ZONE 4 0
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD-FRAMED WALLS R-21 SPRAY FOAM INSULATION MIN. R-VALUE = 13 (CAVITY) + 3.8 (CONTINUOUS), OR
(AF4PA) AMERICAN WOOD COUNCIL (AWG).
R-VALUE 3" THICK (R='7/INCH) 20 (CAVITY) YES �
PER TABLE 0402.1.3 - CLIMATE ZONE 4
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE
PLUMBING CODE.
FLOOR (ABOVE GONG. PIT) R-30 BATT INSULATION MIN. R-VALUE = 30 YES
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEN YORK STATE R-VALUE PER TABLE 0402.1.3 - CLIMATE ZONE 4 0
MECHANICAL GORE AND 2020 NEW YORK STATE FUEL 6A5 GORE. - -- -
R-10 RIGID INSULATION (2" THICK, MIN. R-VALUE = 10 EXTENDING DOWNWARDS 24"
S. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC UNHEATED AT R=5/INCH) EXTENDING 24 MIN. FROM TOP OF SLAB AT SLAB PERIMETER YES PROJECT:
GORE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION SLAB-ON-GRADE R-VALUE DOWNWARDS FROM TOP OF SLAB PER TABLE 0402.1.3 - CLIMATE ZONE 4
CONSTRUCTION CODE. AT OUTSIDE OF FOUNDATION WALL
COMPLIANCE STATEMENT: TIB ETT
TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN
1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR MORTON BLDG■
TE WORK COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE],
I. ST
. 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY,
RECEIVE CLARIFICATION FROM ARCHITIE0T/EN6INEER, PRIOR TO PROCEEDING.
CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65.
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING56995 MAIN RD
SITE. STOCKPILE ALL EXCAVATED MATERIALS.
GROUND SNON LOAD 25 LBS SOUTHOLD, NY 11971
4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
BASIC WIND SPEED 130 MPH
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE,
EXPOSURE CATEGORY B DRAWING TITLE:
5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING.
SEISMIC DEGENERAL NOTESSIGN CATEGORY B
ENERGY TABLE
WEATHERING SE`/ERE STRUCTURAL DESIGN CHARTS
FR05T LINE DEPTH
TERMITE MODERATE TO HEAVY
PAGE:
ICE BARRIER REQUIRED YES
TABLE 1604.E
002 . 00
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
I DATE: 11/11/21 2 OF 4
STRUCTURAL MEMBER ALLOWABLE
DEFLECTIION
FLOOR MEMBERS L/360
STRUCTURAL DES I CCN LOAD5
USE LI\/E LOAD DEAD LOAD
FIRST FLOOR AREAS (GONG. SLAB) 100 psf 50 psf
FIRST FLOOR AREAS (NON-GONG. SLAB) 100 psf 15 psf
6UARDR I-5 AND HANDRAILS 50 plf / 200 lbs 15 psf -
(LIVE = LINEAR / POINT)
*ALL STRUCTURAL DEVON CONSIDERATIONS ARE IN CONFORMANCE WITH
ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES)
0EN RAL 5)'M50L <E)'00' :
Q U
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. 5TL. ` z 0
�--�
W N
F----i EXISTING TO REMAIN WHEN APPLICABLE) rq
NEW FOUNDATION WALL _I W
NEW WOOD FRAME (L.G. Q W >-
5TL. WHEN APPLICABLE) / Z
NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL
WOOD FRAME (L.G. 5TL. W
' POST FOR 4" ALLS O J
WHEN APPLICABLE) (MIN. (2) 2"x(o" 5TRUCTURAL J
P05T FOR 6" WALLS), U.O.N. � O
-,� NEW 2-HR FIRE RATED O O O
WOOD FRAME (L.G. 5TL. a LA Er
WHEN APPLICABLE) }- 'd' m
Z
O
FOUNDATION FLAN NOTE5 POURED CONCRETE AND STEEL REINFORCEMENT NOTES:
Q J
OTYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT
I • P. GONG. FOUND. WALL A`i PER DETAIL UPON FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND
• P. GONG. FOOTING AS PER DETAIL DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN65
Z
• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR T-1 Tq
� (o
• B.O. FOOTING 3'-0" BELOW GRADE MIN. 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION -J O
• 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR Y
APPLICABLE) ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER Z 4
• AIR ENTRAIN P. CONG. FOR PORCHES/PATIOS / ENCOUNTERED Z N
STOOPS (WHEN APPLICABLE) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN.OF 14 DAYS 4a'-9" LL W CI
• MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET
FOR HEIGHT OF WALL 6 SLAB (WHEN APPLICABLE) 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT
28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE — — — — — — — — — — — — — _ r- _ Lo
18"mx2l" DEEP P. GONG. PAG, FTG. w/PRECAST GONG. ;
O2 COLUMN, AS PER MORTON BUILDING MANU. SPE0.15. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED — — — — — _ _ _ —
— — — — — — O
CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT I — — —
(NOT INCLUDED IN THI5 SCOPE OF WORK) (�
NEED TO BE EPDXY COATED
O
16"x5" DEEP P. GONG. CONTINUOUS FOOTING b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ( I W
AS PER NOTED DETAIL (TYP) SHALL BE STA66ERED
I I w
NEW b" 7NK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN
O REINFORCEMENT AS PER DETAIL PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I W
COVERAGES, AND FLUMBNE55
6. GEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WE1614T I �- U
CONCRETE U J
GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE
I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I "
CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE
HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE
6"7
\_
'
2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS NEW REINFORCED
4 2 ..
1 SLAB ON GRADE 4 n-2oi
3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURIN6 SHALL m
CONFORM TO AGI 306.
4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN&ROUND / 3
SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO
TEMPERATURES WITHIN 10° F OF CONCRETE.
5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW.
REMOVE AS REO'D.
b THE 17 O WHEAT HEN NELANKETS CESSARY.R ELECTRIC BLANKETS ARE
SHALLPERM7E'I. FORMk4ORK A MIN. TEMPERATURE OF 55* F
AND SHALL BEWIT IN IOT F OF CONCRETE �RATORE OR HIGHER
8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING.
9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE I `
(AGoa OBE ADDED To G AND ERETE MIXTURE AS PER AGI 306
STM i 2 A 2oV 1
10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL — — — — — - — — — — — — — — — — —
— — — —
AREAS EXCEED ONE SQUARE INCH. .'`, .• a .— — — — • —
11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED
TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS
REACHED A COMPRESSIVE STRENGTH OF &00 PSI.
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306
FROPOSEP FOUNDATION PLAN
SCALE: 1/4" = P-O"
z
W
O
U
W
50'-0" a
— — — — — — — — — — — — — — — — — — o
PROJECT:
TI B ETT
MORTON BLDG.
I I
56995 MAIN RD
SOUTHOLD, NY 11971
DRAWING TITLE:
NEW MORTON BUILDING PROPOSED FOUNDATION PLAN
DESIGN AS PER MANU. SPEC.15
p MOT INCLUDED IN THI5 SCOPE OF WORK)
PROPOSED FIRST FLOOR PLAN
N
I
I I
PAGE:
A-101m00I
I
DATE: 11/11/21 3 OF 4
I
nll 1111
I
I I
- - -
PROPOSE D FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
(L a)
Q U
LV Z O
_I e-1
8" TH I CiG RE I NFORC.ED�C.ONCRETE
TRAFFIC E3EARO24" DIAMETER CAST IRON ~ Z
C R 55 SHOULDER AREA TYi�. J
INLET C RATE FRAME j = Z
F-
d) 0
0O
00
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_� =IIIIII ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
Q w
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o
Vq
Lu ;III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I II Q >
�- III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III III_ m 04
f Lo W ruj Oi
_ fI III , , , I
r- =)
OZ I ( • . . .. . . I I I
�y PREC.A5T GONG.
O ROUND LEACH I NO R I NO. SEE cr
NATER CALCULATIONS ON D
SITE PLAN FOR REO'D
EFFECTIVE DEPTH 0
2'-O" D I AMETER A5 2'-O"
MIN. PER SITE PLAN MIN. Q
CLEAN SAND C RAVEL FILL
titerNIN
STORM NATER DR`I HELL DETAIL �
A-201.00 5GALE: 1/2" = 1'-0"
2'-0" LAP
(TVP)
I II w
----- - 0
II I
I >
II
I II I H
#5 REBAR (TYP)
#5 BENT I I PROJECT:
REBAR (TVP) N
II I
I
EXTERIOR WALL AS PER MORTON TIBETT
PROVIDE 5" (MIN) GONG. COVER BUILDING MANU. SPEC.'S I MORTON BLDG.
OF ALL REBAR WITHIN P. GONG. I I
FOUND. WALLS 4 P. GONG. FT&'S.
GALV. METAL FLASHING 56995 MAIN RD
P. GONG. FOUND. WALL (MIN. 4,000 P50;
CORNER CONNECTION SOUTHOLD, NY 11971
CELLULAR 0 E PROTECTION BD. POUR AROUND PRECAST GONG. COL +€ FTG. DRAWING TITLE:
b P. GONG. SLAB OR COATING EXTENDING b" MIN. PROVIDE 3 (MIN) GONG. COVER
11 BELOW GRADE OF ALL REBAR WITHIN P. GONG. #4 VERT. REBAR;PROVIDE
b"xb"-IO:KIO W.W.M. BETWEEN #4 CONT. HOR. REBAR ® TOP d FOUND. WALLS 8 P. GONG. FT&'S. BESIDE FREGA5T GONG.
CENTER 4 UPPER § OF SLAB 2" THICK RI61D INSULATION BOTTOM OF FOUND. WALL (2 TOTAL) COLUMN 4 ®48" O.G. MAX
SECURED IN PLACE DURING POUR (R=5/INCH) EXTENDING 2'-O" SPACING BETWEEN COLUMNS #5 REBAR(TYP) 2'-0" LAP DESIGN DETAILS
b MIL POLY MIN. DOWNWARD FROM TOP OF
11IOISTURE RETARDER FOUND. WALL (TYf')
sr &RADE GRADE
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