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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 128-130202
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS.
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 •
DIRECTION OF THE LICENSED/ REGISTERED ENGINEER .
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RESIST BOTH AXIAL AND BENDING FORCES. M
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 D
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CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED 1N PLACE TO THE SPECIFIED THICKNESS 0/ Z
(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED C O
WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). fv^
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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 1 1 1
USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. Liu
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FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" 1`1
O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR
BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. Z `z
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED Q
AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 0 0
AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT
STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. rV O LL1- .
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SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUMEso
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STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ONA zi� Ll
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TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, , 1
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CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. o
GUTTERS -5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ` 0
SIDES OF THE BUILDING. z
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DATE: 1/1 1/2024
CHECKED BY. JMM
DATE.• 1/16/2024
CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DATE.' ----
SIZE DESCRIPTION BENDING VALUE Fb REVISED DATE.' ----
2x4 NO.2 SPF 1313 PSI
REVISED DATE.' ----
2x4 NO. 1 SYP 1500 PSI
2x4 2100f MSR SPF 2100 PSI REVISED DATE.' ----
BUILDING DESIGN CRITERIA BUILDING
HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS
2x6 NO.2 SPF 1138 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT
2x6 NO. 1 SYP 1350 PSI BUILDING CODE 2020 BCNYS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED {�
SHEET INDEX 2x6 2100f MSR SPF 2100 PSI USE GROUP U PROFESSIONAL ENGINEER.
SHEET # DESCRIPTION 2X6 2400 MSR SYP 2400 PSI CONSTRUCTION TYPE VB IN
1 SYP 1250 PSI O
G1 OF G1 SPECIFICATIONS 8�SHEET INDEX 2x8 NO. RISK CATEGORY I gf,
S1 OF S7 COLUMN PLAN 2x8 2400 MSR SYP 2400 PSI * 4
ADAM CRUTCHLEY, P.E.
2x10 NO. 1 SYP 1050 PSI �� C7G
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S3 OF S7 SECTION 6 DATE: REG.# �+ �
S4 OF S7 SECTION C 2x12 NO. 1 SYP 1000 PSI �►� �C7
2xl2 2250f MSR SYP 2250 PSI Op 700219 ��•
S5 OF S7 FLOOR JOIST LAYOUT 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI RaFF$$10NP
S6 OF S7 DECK HEADER DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Date. 20�"//��f.O .�JQ ��JJ- 29/2024
S7 OF S7 CONCRETE FOOTING DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI O: �:� _06�00
5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE: AS NOTED
SHEET NO: OF:
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OFFICE:
DESIGN AND EXPLANATORY NOTES r CUTCHOGUE, NY
JOB NO.
1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW 128-130202
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CHECKED 8 Y.- J MM
DATE., 1/16/2024
REVISED DATE.' ----
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OFFICE:
DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY
JOB NO.
1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW 128-130202
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DRAWN BY.• MILICH
2x4 BRACING
DATE: 1/1 1/2024
CHECKED BY.' JMM
2x4 STUDWALL @ 16" O.C. DATE: 1/16/2024
STRINGERS MUST BE SUPPORTED
@ 8' O.C. MAXIMUM. REVISED DATE.' ----
Jl-- REVISED DATE.' ----
7 3/8" 2x4 TREATED BOTTOM PLATE
�— FASTENED TO CONCRETE W/ REVISED DATE.' ----
7" 2x4 TREATED KICKER 1/4"x2 3/4"TAPCONS REVISED DATE.' ----
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OFFICE:
DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY
JOB NO.
1.) BUILDING STRUCTURE IS EXISTING EXCEPT FOR DECK ITEMS LABELED BELOW 1 28-1 30202
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4'-2 1/4" i i I I HEADERS (Fb 2800) 'l 4'-011 FL A FLATHEAD
0.19"x6.0"♦ CHECKED BY.• JMM
1 1'-2 3/4" I I FLATHEAD LAG SCREW
I .• DATE.' 1/16/2024
GUARDRAIL ELEVATION 6' REVISED DATE: ----
I I I SCALE: 1/2"= 1'-O" T REVISED DATE.' ---
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III I I REV/SED DATE.• ----
1/2"x9"M. BOLT♦
W/ WASHER REVISED DATE. ---
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1-1/2"xl 6" LVL HEADER (Fb 2800) 2xl 2 RIM JOIST (NO. I SYP) 2eOFFICE:
FASTENED TO COLUMNS W/ (1( FASTENED TO COLUMNS W/ S6 CUTCHOGUE, NY
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4"STRUCTURAL SCREWS (5) 4"STRUCTURAL SCREWS
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DRAWN BY.- MILICH
DATE., 1/11/2024
CHECKED BY.• J MM
2x8 JOISTS (NO, 1 SYP) 9 16" O.C. DATE: 1/16/2024
2x8 JOISTS (NO. 1 SYP) Ca 16"O.C. REVISED DATE: ----
REVISED DATE.,
REVISED DA rE.*
2x12 HEADER (NO. I SYP) (REVISED DATE.,
FASTENED TO COLUMNS W1
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1-1/2"xl 6" LVL HEADER (Fb 2800)
FASTENED TO COLUMNS W/ (10) FASTENED TO COLUMNS W/ SCALE: 3/8"= 1'-0" SHEET NO: OF:
4"STRUCTURAL SCREWS S6 (5) 4"STRUCTURAL SCREWS
S5 S7
OFFICE: NY CUTCHOGUE,
EXISTING 2x6 LAMINATE
EXISTING 3-2x6 LAMINATED COLUMN JOB NO.
1-1/2"xl6" LVL HEADER (Fb 2800) 128-130202
FASTENED TO COLUMNS W/ (10)
4"STRUCTURAL SCREWS
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(2800 fb) SCREWS AND TO (3) LVL DECK HEADER W/ o•
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W/(3) 5/16"x3" LAGS AND BOTTOM OF BEAM.
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(3) 1 -1 /2"xl 6" LVL NAIL PATTERN DATE: 1/11/2024
3-1/2"x3-1/2"xl 1 GA.STEEL COLUMN (PLAN VIEW) CHECKED BY.- JMM
DATE., 1/16/2024
REVISED DATE.' ----
REVISED DATE: ----
(3) 1 -1 /2 xl 6" LVL BEAM HEADER @ STEEL SUPPORT COLUMN DETAIL 3 REVISED DATE: ----
REVISED DATE.' ---
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SHEET NO: OF.-
S6 I S7
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-130202
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PERIMETER OF CONCRETE PAD �`--� PERIMETER OF CONCRETE PAD REVISED DATE.' ----
PLAN DIMENSION II REVISED DATE.' ---
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PLAN DIMENSION I VISED DATE: ----
STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL
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