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TYPICAL DOOR FRAMING
HEADER STRAP
i— EQUAL TO
HUGHES HLSTA 24
(1260# UPLIFT)
swm
- X
O 16 4 O.C.
STUD HURRICANE
ANCHOR EQUAL
(1250# UPLIFT)
TYPICAL FRAMING
SCALE: 3/8" = P-O"
III
MAX
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\ ( -LX4 111f2
2 -2X4 SYPf2
2 -2X4 SYPf2
O f6' O.C.
TYPICAL WINDOW FRAMING
FLOOR PLAN
SCALE: 1 /4" = F-0"
LAV LAV
SUPPLY LINE IS BASED ON AN ASSUMED
AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN
INLET. ALL STUB -UPS 1/2'
SUPPLY
COLUMN STRAPPING SCHEDULE
A INDICATES TYPE OF STUD
TI INDICATES TYPE OF TIE DOWN STRAP
INDICATES WITH RIDGE BEAM BEARING
■ STIFFENER ( SEE RIDGE BEAM NOTES
FOR SPECIFICATIONS)
COLUMN STRAPPING SCHEDULE
0(2) 2x4 SPF #2 THIS HALF O(2) 2x4 SPF #2 EACH HALF
0(3) 2x4 SPF #2 THIS HALF &3) 2x4 SPF #2 EACH HALF
0(4) 2x4 SPF #2 THIS HALF F&4) 2x4 SPF #2 EACH HALF
(0, (5) 2x4 SPF #2 THIS HALF D(5> 2x4 SPF #2 EACH HALF
(6> 2x4 SPF #2 THIS HALF 0(6> 2x4 SPF #2 EACH HALF
0(7) 2x4 SPF #2 THIS HALF L&7) 2x4 SPF #2 EACH HALF
M (8) 2x4 SPF #2 THIS HALF N&8) 2x4 SPF #2 EACH HALF
NOTES -
I, ALL COLUMN STUDS SHALL BE NAILED TOGETHER PER NDS AND
FASTENED TOGETHER WITH 100% PVA GLUE COVERAGE.
2. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED.
3. INSTALL ONE TIE DOWN STRAP FROM RIDGE BEAM TO COLUMN AND
FROM COLUMN TO FLOOR RIM JOIST FOR EACH STUD OF COLUMNS.
(le- 3 STUD COLUMN WILL REQUIRE 4 TIE DOWN STRAPS)
4. STRAPS SHALL NOT BE OVERLAPPED OR DOUBLED UNLESS SPECIFIE
OTHERWISE.
TIE DOWN STRAP DESCRIPTION
TI 20 GA. X I - 1/2' GALV. STEEL STRAP WITH (7) 0.148'OX3' NAILS
EACH END. TWO 26 GA. X 1.5' GALV. STEEL STRAPS MAY BE
SUBSTITUTED FOR ONE 20 GA. X I - 1/2' STRAP. NAILS MUST
PENETRATE 2' MININUM INTO ALL MEMBERS. PENETRATION MAY
BE REDUCED TO I - 1/2' IF 8 NAILS ARE USED IN LIEU OF 7.
IN NO CASE SHALL SPLITTING OF WOOD BE PERMITTED.
2' VTR
1
SINK 3,
INSTALL e
FACTORY
3'
3' TO WASTE 3' TO WASTE 3' TO WASTE
TERMINAL TERMINAL TERMINAL
AALLLL SINK 6 LAV'S PROVIDEED WITH 1 1/2'
TRAPS WITH SLIP JOINT CONNECTIONS.
DWV
PLUMBING RISER
SCALE: 3/8" = F-0"
e
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THIRD: JULY 14TH, 2020
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No.38769
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2020.06.23
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
0
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENTARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
O
VERIFIED ON ANY ELECTRONIC COPIES.
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND, FL 33813
PE LICENSE #38769
REVISION DATE:
DATE:
05-20-2O19
DRAWN:
R.L.G.
JOB #.
CPX-114722
0
SHEET NO.
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