Page 32 - Area 51 CDs

TRUSS ROOF NOTES: (BY OTHERS)
A B C C.1 D E F G H I J K 1. DESIGNED FOR LIGHT ROOF COVERING
TOP CHORD:
LIVE LOAD/ SNOW LOAD (PSF):20
DEAD LOAD (PSF): 10
G.T. OR (1) 1 3/4" x 14" LSL G.T. OR (1) 1 3/4" x 14" LSL BOTTOM CHORD:
{FLUSH AT ROOF} {FLUSH AT ROOF} DEAD LOAD (PSF): 10
8 8 2. ALL EXTERIOR HEADERS SHALL BE MIN (2) #2-2x10 UNLESS 1625 LOCUST ST
OTHERISE NOTED. KANSAS CITY, MO 64108
3. CONSULT ENGINEER IF TRUSSES BEAR ON INTERIOR 816.421.3222
WALLS SHOWN AS NON-LOAD BEARING ON APPROVED www.apex-engineers.com
SELF SUPPORTING GABLE END TRUSS
SELF SUPPORTING GABLE END TRUSS
OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF}
OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF}
PRINTS.
4. MIN (4) 2x4 BELOW EACH BEARING POINT OF EACH
GIRDER TRUSS, UNLESS OTHERWISE NOTED.
5. PROVIDE 2x SOLID BLOCKING SUPPORT BELOW ALL
POINT LOADS CONTINUOUS TO BEARING STRUCTURE
AND/OR FOUNDATION BELOW. BRYCE D. CRADY
6.
ROOF IS ENGINEERED TO COMPLY WITH IRC 802.
AT EACH TRUSS BEARING POINT USE UPLIFT CONNECTORS
7.
PER TABLE BELOW UNLESS NOTED OTHERWISE, INSTALL
L IC ENS ED
SELF SUPPORTING GABLE END TRUSS
G.T. OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} G.T. OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} 990-1245 = ASSUMED ROOF TRUSS FRAMING DIRECTION
LBS OF UPLIFT
CONNECTOR
18799
(1) H2.5A
000-495
7 OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} ROOF TRUSSES BY OTHERS 7 PER MANUFACTURER'S SPECIFICATIONS. PRO F ES S I ONA L ENG I NEER
2023.05.08
(2) H2.5A
495-990
(1) HTS20
K A NS A S
"G.T." = ASSUMED GIRDER TRUSS LOCATION
= ASSUMED INTERIOR LOAD BEARING WALLS
SELF SUPPORTING GABLE END TRUSS
STRUCTURAL DESIGN REVIEW
KANSAS ENGINEERING LICENSE:
E-992
6 OR (2) 1 3/4" x 14" LSL {FLUSH AT ROOF} 6 MISSOURI ENGINEERING LICENSE:
2003004673
DEFERRED TRUSS SUBMITTAL:
• TRUSS DESIGN SHALL BE SUBMITTED TO APEX
ENGINEERS, INC. FOR REVIEW PRIOR TO
CONSTRUCTION AND INSTALLATION OF TRUSSES
• TRUSS DESIGNER/ MANUFACTURER SHALL FOLLOW
ROOF TRUSSES ASSUMED TRUSS DIRECTION AND GIRDER TRUSS
BY OTHERS LOCATIONS AS CLOSELY AS POSSIBLE TO CONFORM
WITH HOUSE STRUCTURE AS A WHOLE
ROOF TRUSSES SELF SUPPORTING GABLE END TRUSS OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} SELF SUPPORTING GABLE END TRUSS OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} • IF DEVIATIONS FROM ASSUMED TRUSS DESIGN ARE
BY OTHERS G.T. ROOF OPEN TO BELOW, REF ARCH ROOF TRUSSES BY OTHERS REQUIRED, TRUSS MANUF. SHALL CONTACT APEX

STRUCTURAL NOTES:
- ALL UNMARKED HEADERS
MIN (2) #2-2x10
- ALL HEADERS AND BEAMS MIN
#2 GRADE DF/L (OR EQUIV)
W12X14 W12X14 W12X14 - = BEARING WALL
5 G.T. 5 - ALL STUDS TO BE DOUGLAS FIR- LARCH #2 GRADE
{TOP OF BEAM 1 1/2" {TOP OF BEAM 1 1/2" BELOW TOP OF TRUSSES} {TOP OF BEAM 1 1/2"
G.T. OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} ROOF TRUSSES
4.1 BELOW TOP OF BELOW TOP OF TRUSSES} 4.1
TRUSSES}

BY OTHERS

1

4 4

INFILL NON-BEARING
G.T. OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} LINE OF CLERESTORY BRIAN & JENNIFER CULP
CLERESTORY WALL OVER
LOWER ROOF TRUSSES

ABOVE

BEAM 1 1/2" ABOVE BOTTOM OF ADJACENT
3.1 W12x87 OR W14X68 OR W16X57 {BOTTOM OF 3.1 CULP RESIDENCE 5308 W 65th PL PRAIRIE VILLAGE, KS 38619 KIMBRO ST FREMONT, CA 94538
TRUSSES} FRAME KNEE WALL ON TOP OF BEAM
FOR CLERESTORY (2) 1¾"x14" LVL PROJECT: CLIENT:
3 3
{FLUSH AT ROOF}
WELD
W14X26 {CANT} {TOP OF BEAM 1 1/2" BELOW TOP OF TRUSSES} W12X14
ROOF TRUSSES ROOF TRUSSES
BY OTHERS BY OTHERS {TOP OF BEAM 1 1/2" BELOW TOP OF TRUSSES} PROJECT #: 22-3356

2 SINGLE TRUSS OVER GLAZING 2 DRAWN BY: APEX
CHECKED BY:
JSG

1.2 ROOF TRUSSES W12X14 {CONTINUOUS} {TOP OF BEAM 1 1/2" BELOW TOP OF TRUSSES} WELD WELD 1.2 SUBMITTAL DATE: Issue Date

G.T. OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} {TOP OF BEAM 1 1/2" 1
BY OTHERS
W12X40 {CONTINUOUS}

1 OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} BELOW TOP OF TRUSSES} 1 COMMENTS
SELF SUPPORTING GABLE END TRUSS
PLAN CHANGES CITY REVISIONS

A B C C.1 D E F G H I J K
DATE 5/8/2023 5/2/2023

# 1

5/8/2023 3:31:14 PM

SHEET:
LOWER ROOF FRAMING PLAN
LOWER ROOF FRAMING PLAN
1/4" = 1'-0"

S1.4