HomeMy WebLinkAbout1000-55.-2-8.12 fOFFICE.-
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 128-087347
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 U '�
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 . Q_ N
RESIST BOTH AXIAL AND BENDING FORCES.
4.)e THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT AREuj
�—
FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4-0 BELOW 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 o
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CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS Q-100 Z
(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED r O
WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). !v^
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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. Q/
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. I 1 1
Z
FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" W ♦ 11
O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR z
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BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.
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ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ry
AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE
AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT
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STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. G
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SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME O ! 1 2
STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON 1 1 Iy J
EXTERIOR.
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TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 0
CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS.
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GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH LIN 0
SIDES OF THE BUILDING. z m
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EARTHQUAKE DESIGN DATA TABLE C� H
W $
0.2 SEC SPECTRAL RESPONSE 0.153g —�
ACCELERATION (Ss)
1.0 SEC SPECTRAL RESPONSE 0.056g Z
ACCELERATION (SO
SEISMIC DESIGN CATEGORY B
BUILDING CATEGORY (TABLE 1604.5) I
SITE CLASS D DRAWN 137 CMD
LIGHT FRAMED WALLS SHEATHED
BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS DATE.* 3/12/2019
SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR CHECKED BY.• ----
STEEL SHEETS
RESPONSE MODIFICATION FACTOR (R) 7 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DATE. ----
ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE CURRENT LUMBER SPECIFICATIONS (06-01-2013) BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT REVISED DATE.* ----
SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED
SEISMIC DESIGN BASE SHEAR 500 LBS SIZE DESCRIPTION BENDING VALUE Fb PROFESSIONAL ENGINEER. REVISED DATE.• ---
2x4 NO.2 SPF 1313 PSI Date:2019.04.03 REVISED DATE ----
2x4 NO. 1 SYP 00 PSI
21
2x4 2100f MSR SPF 2100 PSI 18:52:55-05'00' REVISED DATE.• ----
2x6 NO.2 SPF 1138 PSI ADAM CRUTCHLEY, P.E.
2x6 NO. 1 SYP 1350 PSI adam.crutch/ey@allieddesignoes.com
SHEET INDEX 2x6 2100f MSR SPF 2100 PSI DATE: REG.# Y
of: NEw
2X6 2400 MSR SYP 2400 PSI � G1U 0�
SHEET# DESCRIPTION 2x8 NO. 1 SYP 1250PS1 BUILDING DESIGN CRITERIA CD P� tir
G1 OF GI SPECIFICATIONS &SHEET INDEX 2x8 2400 MSR SYP 2400 PSI USE GROUP U
2x10 NO. 1 SYP 1050 PSI n La
OF S7 COLUMN PLAN CONSTRUCTION TYPE VB
2x10 2400 MSR SYP 2400 PSI
S2 OF S7 TRUSS/BRACING PLAN & DETAILS 2x12 NO. 1 SYP 1000 PSI RISK CATEGORY I
S3 OF S7 TRUSS DRAWING & DETAILS 2xl2 2250f MSR SYP 2250 PSI EUILDING AREA 3984 SQ. FT. BAR �OQ214 P�'�
S4 OF S7 ELEVATIONS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI ROOF SNOW LOAD * 20 PSF
oFES S10N
S5 OF S7 SECTIONS & DETAILS 3 1/2"x15" GLU-LAM 1650 PSI GROUND SNOW LOAD 20 PSF
S6 OF S7 SECTIONS & DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI WIND SPEED (VOLT) 130 MPH
S7 OF S7 SHEARWALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI WIND SPEED (VASD) 101 MPH SCALE.AS NOTED
SHEET NO.
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OFFICE.•
CUTCHOGUE, NY
JOB NO.
128-087347
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7-7 1/2" 7-6" 7-6" 7-6" 7-6 7-6" 7-6" Lo 7-6" 10 7'-6" 10 7'-6" 7-7 1/2"lo
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COLUMN PLAN LEGEND o M °`
❑ - 3-2x6 LAMINATED COLUMN LOCATION `o r' `n N K ib
o - 3-2x6 LAMINATED COLUMN W/ADD'L LAMINATE LOCATION N OO
■ - HEADERED TRUSS LOCATION
DRAWN BY.• CMD
- 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, RIGHT DATE.' 3/12/2019
HINGE WITH CLOSER, LOCKSET
❑2 - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT COLUMN PLAN
CHECKED 8 Y.• ----
HINGE WITH CLOSER, LOCKSET
- (2) 15'-0"xl4'-0" DOUBLE SLIDING ALUMASTEEL END DOORS DATE.' ----
Q - (2) 15-0"x14'-0" DOUBLE SLIDING ALUMASTEEL SIDE DOORS REVISED DATE.' ----
- 83 LF HALF PANEL SKYBELT REVISED DATE.• ----
- (2) 3'-6"x3'-6" FUNCTIONAL CUPOLA WITH 18"4220 CFM FAN
WITH 'M' 30"WEATHERVANE REVISED DATE: ----
- 1/2" HEAVY DUTY THERMAX (ROOF ONLY) REVISED DATE.• ----
- SNOW RETAINERS
- ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS ROUGH OPENING SCHEDULE --
Q - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7)
16"M - 16" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE UNIT SYMBOL WIDTH HEIGHT
PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE FROM LEGEND
COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD ❑j 38 1/4" 81" c''�P�' UT�,yO;9
WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE '�°
COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 02 38 1/4" 81"
IN ONE OPERATION. W
24"M - 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETEui
PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE
COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD CFO �Op219 �C�
WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE
COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN ROFESSI4N�
IN ONE OPERATION.
30"M - 30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE
PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE
COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD 2' 8' SCALE.'AS NOTED
WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE SCALE:
COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 1 4' 16' SHEET NO.
IN ONE OPERATION.
S 1 of S 7
48'- 2x10 (NO.I SYP) OFFICE:CUTCHOGUE, NY
END RAFTER ASSEMBLY
JOB NO.
128-087347
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(8) 20d R.S. NAILS PER CONNECTION
2-2x6 END COLUMN EXTENSION OR w
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RAFTER ASSEMBLY AS SHOWN AND TO p z
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EACH INTERSECTING WEB. FASTEN TO (l/
HEADER AND FRAMING MEMBER WITH (2) Z
16d R.S. NAILS INTO EACH END COLUMN
EXTENSION MEMBER OR UPRIGHT. r
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DETAIL B rN--000
SCALE: 1 1/2"= V-0" Li-1
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DRAWN BY.' CMD
TRUSS/BRACING PLAN DATE: 3/12/2019
TRUSS/BRACING PLAN LEGEND (2) 20d R.S. NAILS IN OVERHANG FRAME CHECKED BY., _=—
DATE:
i -48' 2090 R.C. TRUSSES @ 7'-6"O.C. 2x4 BEV. PURLIN �'I REVISED DATE.• ----
2 -48' END RAFTER ASSEMBLY TOE NAIL OVERHANG RAFTER X REVISED DATE., --
s -2x4 TRUSS TIES TO OVERHANG NAILER WITH
a - 2x6 DIAGONAL END BRACES (1) 16d R.S. NAIL EACH SIDE
• REVISED DATE.• ----
(TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) REVISED DATE.' ----
OVERHANG FRAME 48' - 2xl0 (NO.1 SYP)
2x6 OVERHANG NAILER END RAFTER ASSEMBLY cftu EWr
(7) 20d R.S. NAILS
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CJ W
N3-2x6 CORNER COLUMN 4 do �aot1
R�FES SV3
DETAIL A 2' 8' SCALE:AS NOTED
SCALE: 1 1/2"= V-0" SCALE: = I
SHEET NO.
1 4' 16' S2 OF S7
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-087347
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TRUSS SPACING 7-6" O.C. N
LIVE LOAD 20 PSF rl
DEAD LOAD 4 PSF Q_ >
CEILING LOAD 0 PSF Lu
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TOTAL LOAD 24 PSF
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20 GA. GALVANIZED
BOTTOM CHORD 0 PURLIN CONNECTOR 20 GA. GALVANIZED
OF TRUSS o PURLIN CONNECTOR DRAWN BY.' CMD
DATE: 3/12/2019
o• �� \ CHECKED BY.• ----
` • .� DATE.'
---
(1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) REVISED DATE:
ON EAVE SIDE IN HOLES SHOWN. (1) #9xl" HWH SCREW ON PEAK SIDE AND REVISED DATE.• ----
(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) (2) #9xl" HWH SCREWS ON EAVE SIDE OF REVISED DATE.' ----
PURLIN IN HOLES SHOWN (JOINT MUST BE
TIGHT BEFORE FASTENING CLIPS) REVISED DATE.• ---
2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL
(PURLIN CONNECTED WITH 60D R.S. NAIL) Etvr
SCALE: 1 1/2"= 1'-0" �TL,y`
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SCALE:AS NOTED
SHEET NO.
S3 OF S 7
[OFFICE:
DESIGN AND EXPLANATORY NOTES _CUTCHOGUE, NY
JOB NO.
1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-087347
OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.
VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE
kl—OWNER.
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T#21 CORNER TRIM
T#167 TRANSITION TRIM
HI-RIB STEEL WAINSCOT
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DRAWN BY.' CMD
T#5 RIDGECAP
DATE: 3/12/2019
CHECKED B Y.- ----
DA TE., ----
REVISED DA TE.* ----
5"O.G. GUTTERS REVISED DA TE.-
REVISED DA TE.-
�REVISED DA TE.-
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T#167 TRANSITION TRIM
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WEST ELEVATION 00 SCALE: = f SHEET NO.
1 4' 16' S40FS7
OFFICE:
DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY
(JOB NO.
1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-087347
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. C6
c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. �—
FLUOROFLEXTM 1000 HI-RIB STEEL UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING
2x4 PURLINS @ 23"O.C.
(NO. 2 SPF) MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL o— w
TRUSS IN COLUMN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m
1/2" HEAVY DUTY THERMAX SADDLE
d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS.
(2) 1/2"x5 1/2"M. BOLTS & LAMINATED COLUMN O
Z
(8) 20d R.S. NAILS ui
3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF ! /^� Z
2x4 BEV. PURLIN 12 LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V
WIRE MESH 4 LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND f
T#527
TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. V
7
2x6 BEV. FASCIA Z
4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING
5"O.G. GUTTERS WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE
T#144 & 146 FASCIA TRIM 48' 2090 R.C.TRUSS CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1
SOFFIT •° INSTRUCTIONS. L J
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CONNECTIONS AND W/ (4) 16d R.S. NAILS AT SPLICE LOCATIONS T#71 TRACK COVER
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T#167 BASE TRIM 1 1 1 g
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YELLOW ZINC SCREWS
4 SCALE: 1"= 1'-0"
Z
5"CONCRETE FLOOR*
FINISH GRADE 4t•. ? ',t.�'n "'''.��,.., . .•C•Y'L DRAWN BY. CMD•
4" MINIMUM COMPACTED GRANULAR BASE
DATE.* 3/12/2019
OR IN SITU GRANULAR SOIL CHECKED BY., ----
PRECAST CONCRETE COLUMN LOWER COLUMN
F DATE.* ----
4'-0"
W/(2) HUS P 6x40/5SCREW ANCHORS EACH INSTALLATION
REVISED DATE.' ----
(1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 3/4"ADJUSTMENT ROD
• 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS WITH BASE PLATE 1. INSTALL PRECAST CONCRETE REVISED DATE., ----
• MFS PRE-CAST CONCRETE COLUMN "::y COLUMN W/ADJUSTMENT ROD &
UNDISTURBED SOIL REVISED DATE.• ----
"�' BASE PLATE IN THE AUGERED
a' 21"THICK CONCRETE PAD(2500 PSI MINIMUM). '' ''':1 REVISED DATE. ----
. ' 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN
HOLE.
AROUND EXPOSED REBAR CAGE AND 3/4"xl4"
24"Q} ; ;;. ';" 2. PLUMB PRECAST CONCRETE
THREADED ROD WITH AN ADDITIONAL MINIMUM 1" '�: COLUMN IN BOTH DIRECTIONS
ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF :: ';; •:' Ne
LOWER COLUMN IN ONE OPERATION. • :' 3. ADJUST HEIGHT UP OR DOWN �'� GRUT r0
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5. BACKFILL AND COMPACT THE v'
ANNULAR SPACE AROUND THE �dp r0ox14
LOWER COLUMN COLUMN TO GRADE WITH SOIL
ISOMETRIC AUGERED FROM THE SITE.
SCALE:AS NOTED
SHEET NO.
S5 OF S7
OFFICE.•
CUTCHOGUE, NY
JOB NO.
128-087347
FLUOROFLEXTM 1000 HI-RIB STEEL
GABLE PURLIN FLASHING 2x4 PURLINS @ 23"O.C.
T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS I = to
2x6 FASCIA v
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SOFFIT i & INTO BRACE w
END BRACE STRAP W/ PRE-PUNCHED co
HI-RIB/SOFFIT CAP TRIM i / I! 2'HOLES (BEND TO FIT) FASTENED W/
48' -2x10 NO.I SYP
END RAFTER ASSEMBLY i I' (3) 0.140 x 1 1/2" R.S. NAILS Q� w
12 i / 2x6 DIAGONAL BRACING FASTENED OQ
4 2-2x6 E.C.E i / / TO COLUMN W/(4) 16d R.S. NAILS
.
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48' 2090 R.C. TRUSS
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48' 2090 R.C.TRUSS 1 1 1
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FINISH GRADE "=
DATE. 3/12/2019
CHECKED BY: ---
DA TE: ----
4'-0" 4'-0"
REVISED DA TE.' ----
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' REVISED DATE.• ---
REVISED DATE.• ---
24" 16"
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SHEET NO.
S6 OF S7
rOFFICE:
CUTCHOGUE, NY
JOB NO.
12
2x6 BLOCK BETWEEN NAILERS 128-087347
3" 4 NAILED TO COLUMN W/20d
OVERHANG RAFTER 60d R.S. NAILS IN 6., GUN NAILS. NAILED 3"O.C.
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1 1/2"x2" BLOCK LAG BOLT, 11" BELOW M. BOLT & 2 1/4" IN FROM EDGE 7/16" OSB •G-
14'-0" I OF COLUMN (CENTERED ON 3-MEMBER BEAM). LAMINATED COLUMN Q�
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T#25 JAMB TRIM ADDITIONAL 2x6 TREATED LAMINATE FOR HEADER
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- - - - - -- - - - -- - -- - - - _J
EXTRA NAILERS ADDED - - - - - -- - - - - -- --- - - Z
BETWEEN STD. NALERS
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- ----- -- - -- -- - --- - COIL GUN NAILS SPACED 6"O.C.
DRAWN BY.' CMD
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STEP 1: — _ - -- - - -- - - -- -- -- DATE: 3/12/2019
2xl 2 HEADER SPLICE AT JAMB ATTACH MEMBER #2 TO MEMBER #3 WITH - - - - = = = = CHECKED BY. ----
COLUMN. NAIL TO BEAM WITH 1 Od R.S. GUN NAILS @ 8" O.C. STAGGERED
20d GUN NAILS 4 O.C.
SET NAILS 2" FROM TOP AND BOTTOM LAMINATED COLUMN DATE.
OF THE MEMBERS.
STAGGERED &TO COLUMN WITH
REVISED DATE.•
(5) 20d R.S. NAILS -- - -- - - - --- - --- ---
2x3 JAMB
- -- - - -- - --- -- - - -- - REVISED DATE:
CUT TREATED LAMINATE REVISED DATE. ---
OFF AT BEAM SUPPORT
- - - -- - - -- ---- -- -- -_ REVISED DATE.' ----
4„ ---- --- - --- -�-- - -
5/4x6 NAILER
STEP 2: (IF PROTECTIVE LINER IS INCLUDED)
ATTACH MEMBERS #1 AND #4 WITH 20d GUN
OUTSIDE VIEW NAILS @4"O.C. AT TOP AND BOTTOM OF —.-- - - - - - - - -- -•- ---•— ,4 EWy
BEAM. SET NAILS 2" FROM TOP AND 2x8 TREATED BASEBOARD ,�P G UTc 0
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-- MEMBER #1
:
MEMBER #2MEMBER #3
MEMBER #4 AR�FEssjo �
8"
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7/16" OSB SHEARWALL ELEVATION --
SCALE:AS NOTED
NAIL PATTERN PLAN VIEW SCALE: 1/2"= V-0"
SHEET NO.
NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS. S7 OF S7
CERTIFIED TO,
WESTCOR LAND TITLE INSURANCE CO.
ADVOCATES ABSTRACT
JOHN MURNANE
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LOT Q TESTA TE OF ANTONE.GRIGONIS"
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_ SUFFOLK COUNTY,N.Y.
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ANY Al TERA170N OR ADDITION TO THIS SURVEY IS A WOLAT70N
' AREA OF-LOT 5 = OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PECON/Z"'SURVEYORS,P.C.
ACRES EXCEPT AS PER SEC770N 7209-SUBDIVISION 2, ALL CER77FICA77ONS - - (631) 765 5020 FAX(631) 765 - 1797
T..3.31
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 1/971 06-185
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