EX-NTB-11-17

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NORTH SIDE ELEVATION
7-1 SCALE : NTS
PLEASE UNDERSTAND THAT THESE PLANS CANNOT BE REDRAWN OR
REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
LYALL, PE, PLS. ANY PARTY THAT TAKES PART IN DOING SO MAY BE IN
VIOLATION OF COPYRIGHT LAWS AND MAY BE HELD ACCOUNTABLE
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR
BUILDER TO CONFORM TO ALL STANDARDS , PROVISIONS,
REQUIREMENTS, METHODS OF CONSTRUCTION AND USES OF MATERIALS
PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C.
UNIFORM BUILDING CODE, LOCAL AGENCIES AND IN ACCORDANCE
WITH GOOD CONSTRUCTION PRACTICES. VERIFY ALL DIMENSIONS
PRIOR TO CONSTRUCTION.
SCALE: 0.75' = 12' 5/8•DIA. X ID"
GALV. STEEL BOLTS
BEAM i
4" STRAP CONNECTING BAND
OR GIRDER TO PILE. PER
i DETAIL NO. 7, ON OUTSIDE
FACE OF JOINT. STRAP
MAY BE OMITTED WHEN
4• LESS THAN 50X OF PILE
AREA IS NOTCHED.
8X8 PILE
DETAIL NO. 10 - TYPICAL HEADER TO POST
CONNECTION
SCALE: 0,75' = 12' 5/8"DIA. X 10•
GALV. STEEL BOLTS
HEADER
TPOST
P; 3/16"
XIS'LONG GALV.
L. ONE STRAP,
IDE FACE OF JOINT.
8"X8• PT PORCH
TYPICAL STRUCTURAL LOADS
FLOOR DEAD LOAD - 20 PSF
FLOOR LIVE LOAD - 40 PSF
INT. WALL DEAD LOAD - 8 PSF
EXT. WALL DEAD LOAD - 10 PSF
ROOF LIVE LOAD - 20 PSF
ROOF DEAD LOAD - 20 PSF
WIND LOAD - 130 MPH ASCE 7-05
GENERAL NOTES:
1: SPECIFICATIONS FOR THIS SITE ONLY
2: UNLESS STATED OTHERWISE ALL LUMBER
SPECIFIED AS NO.2, SYP. USED AT 19% MAX.
MOISTURE CONTENT, PRESSURE TREATED
GENERAL NOTES:
WHERE EXPOSED.
1) REPORT ANY PROBLEMS TO
3: LVL MATERIAL IS SPECIFIED AT MINIMUM
ENGINEER FOR RESOLUTION. ANY
GRADE: E=2,O Fb=2950. LVL MATERIAL
APPLICABLE STATE REQUIREMENTS
MANUFACTURED BY OTHERS OF EQUIVALENT
MUST BE MET FULLY. CONSULT
SPECIFICATION IS ACCEPTABLE.
BUILDING OFFICIAL OR ENGINEER FOR
4: HANGERS SPECIFIED AS SIMPSON STRONG TIE, INC.
ANY CLARIFICATIONS NEEDED FOR
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ASPECT OF CONSTRUCTION NOT
OTHER HANGERS OF EQUIVALENT DESIGN AND LOAD
ILLUSTRATED SPECIFICALLY ON THIS
.RATING ARE ACCEPTABLE.
DRAWING.
5: THE APPLICABLE BUILDING CODE FOR THIS PROJECT
2) USE TREATED OR APPROVED -
IS THE NORTH CAROLINA STATE BUILDING CODE,
MATERIALS BELOW THE BFE.
RESIDENTIAL.
3) ALL FRAMING AND/OR
6: ANY CHANGES TO THE STRUCTURAL SPECIFICATIONS
CONSTRUCTION NOT SHOWN SHALL BE
SHOWN HERE IN ARE TO BE MADE UPON WRITTEN
CONSTRUCTED PER CURRENT NCSBC.
APPROVAL OR WITH PERMISSION OF OFFICIALS.
DETAIL NO. 4 - TYPICAL BUTT JOINT CONNECTION
SCALE 0.75'
= 12' 5/8"DIA. X 10"
FULLJBEAM
� GALV. STEEL BOLTS
BUTTBEAM
JOINT
2" STRAPS CONNECTING BAND
OR GIRDER TO PILE, PER
DETAIL NO. 7, ON OUTSIDE
FACE OF JOINT. STRAP
I— 325"MAY BE OMITTED WHEN
LESS THAN 50% OF PILE
AREA IS NOTCHED.
DETAIL NO. 11 - TYPICAL HEADER TO POST
WITH BUTT JOINT CONNECTION
*POS3'2­�
BUTT JOINT
SCALE: 0.75" = 15/8"DIA. X 10"
GALV. STEEL BOLTS
HEADER
S; 3/16" X
18" GALV. STEEL, TWO
S OUT SIDE FACE OF
B"X8• PT PORCH
DETAIL NO. 9 - TYPICAL PORCH HEADER CORNER
CONNECTIONS
SCALE: 0.75' = 12"
OVERHEAD VIEW
3/16• X 4• X I8"L
GALV. STEEL STRAPS
5/R'Diw x IP GALV. STEEL BCLT3r--' DER
:j:
HEADERPORCH POST
INSIDE VIEW
HEADER, NOTCHED INTO POST
HEADER, NOTCHED INTO POST
5/8•DIA X 10•
GALV. BOLTS
3/16• X 4• X 18"L
GALV. STEEL STRAP 8•XB• PT PORCH POST
NOTICE
THIS DRAWING APPLIES ONLY
TO THE SITE SPECIFIED HEREIN,
ANY OTHER USE IS PROHIBITED.
NO PART IS TO BE COPIED,
MODIFIED, REDRAWN OR USED
OTHER THAN INDICATED HEREIN.
ANY VIOLATION WILL BE A
DIRECT COPYRIGHT
INFRINGEMENT AND IS
CONSIDERED ILLEGAL USAGE.
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DETAIL NO.. 7
GALVANIZED STEEL
STRAPS, 3/16• THICKNESS
18' LENGTH„ 2• AND 4'
WIDTHS SPI_CIFIED.�11
STRAP BOLT 13.5'
PATTERN 18, 91
TYPICAL
3.5'
I
NOTE = OTHER BOLT PATTERNS ARE
ACCEPT q BLE PROVIDED THE BOLT HOLE
PATTERN DOES NOT VARY MORE THAN 2"
FROM THAT SHOWN
DETAIL NO. 12 - TYPICAL PORCH POST CONNECT I❑
SCALE: 0.75' = 1*DECK
5/8"DIA X 10•
STEEL BOLTS
DECK POSTGALV.
DECKING
DECK BANDP
CONNECTING BAND
IRDER TO PILE, 3/I6•
X I8•LONG GALV.
L, ONE STRAP,
IDE FACE OF JOINT.
B•XB" PT OR 6"X6' P
POST OR B"XB• PT PILE
FROM BELOW.
SEE DETAIL NO. 2
DETAIL NO. 5 - TYPICAL FND. CORNER CONNECTIONS
SCALE: 0.75' = 12'
OVERHEAD VIEW
4-STRAPS PER
DETAIL NO. 7
5/B'DI- X ID'
GALV. STEEL BOLTSr�'72
NT OR
R BAND
SIDE BANDD
INSIDE VIEW
FRONT OR REAR BAND OF PILE
FOUNDATION, NOTCHED INTO PILE
SIDE BAND, NOTCHED INTO PILE
LOWER EDGE OF FOUNDATION
BAND AND PILE NOTCH
5/e'DIA. X 10•
GALV. BOLTS
4" STRAP PER
DETAIL NO. 7 8" X 8' PILE
DETAIL NO. 8 — TYPICAL USE
GALVINIZED ANGLE BAND CONNECTIONS
OVERHEAD VIEW BAND/GIRDER
TO GIRDER CONNECTION
5/8"DIA. GALV. STEEL BOLTS
n SHEATHING
RIM BAND/
GIRDER NOTE: ALL GALVINIZED ANGLES TO BE
1/4"X4"XB" LONG WITH 2.-5/8" BOLTS
DECK IRDER THROUGH EACH FLANGE
INSIDE VIEW
ON GIRDER/BAND CONNECTION
T— i EX BAND BEHIND
EXTERIOR SHEATHING
NOTE: ALL GALVINIZED ANGLES TO BE
�GIRDtERI/4"X4*X13'
DECK LONG WITH 2-5/8- BOLTS
TO SCALE THROUGH EACH FLANGE
NOT
WESTON LYALL, P. E,
Harold Thompson
1703 Utopia St.
North Topsail Beach,N
DETAILS
TE: SCALE:
04-10-11 1/4" = 1'-0"
214 HIGHWAY 17 N, SUITE 1
HOLLY RIDGE, NC, 28445
PHONE: [phone]
STRUCTURAL ENGINEERING
CIVIL ENGINEERING SHEET:
LAND SURVEYING 4 OF 4
DRAWN BY: FILENAME:
GMD Thompson- Utopio.dwc