Page 33 - 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
BOTTOM CHORD:
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
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.
6. ROOF IS ENGINEERED TO COMPLY WITH IRC 802.
7. AT EACH TRUSS BEARING POINT USE UPLIFT CONNECTORS
PER TABLE BELOW UNLESS NOTED OTHERWISE, INSTALL BRYCE D. CRADY
L IC ENS ED
PER MANUFACTURER'S SPECIFICATIONS.
LBS OF UPLIFT CONNECTOR 18799
7 7 000-495 (1) H2.5A PRO F ES S I ONA L ENG I NEER
495-990 (2) H2.5A 2023.05.08
990-1245 (1) HTS20 K A NS A S
= ASSUMED ROOF TRUSS FRAMING DIRECTION
"G.T." = ASSUMED GIRDER TRUSS LOCATION
= ASSUMED INTERIOR LOAD BEARING WALLS
STRUCTURAL DESIGN REVIEW
KANSAS ENGINEERING LICENSE:
E-992
6 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
ASSUMED TRUSS DIRECTION AND GIRDER TRUSS
LOCATIONS AS CLOSELY AS POSSIBLE TO CONFORM
ALL CURBS/PARAPET WITH HOUSE STRUCTURE AS A WHOLE
BUILT INTO TRUSSES, • IF DEVIATIONS FROM ASSUMED TRUSS DESIGN ARE
TYP
REQUIRED, TRUSS MANUF. SHALL CONTACT APEX

STRUCTURAL NOTES:
- ALL UNMARKED HEADERS
MIN (2) #2-2x10
- ALL HEADERS AND BEAMS MIN
SELF SUPPORTING GABLE END TRUSS SELF SUPPORTING GABLE END TRUSS SELF SUPPORTING GABLE END TRUSS #2 GRADE DF/L (OR EQUIV)
OR (2) 1 3/4" x 14" LVL {FLUSH AT ROOF} OR (1) 1 3/4" x 14" LVL {FLUSH AT ROOF} OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF} - = BEARING WALL
5 5 - ALL STUDS TO BE DOUGLAS FIR- LARCH #2 GRADE

4.1 TO BELOW TO BELOW TO BELOW TO BELOW 4.1

MIN (2) 2x6
MIN (2) 2x6
MIN (2) 2x6
MIN (2) 2x6
BUILD CLERESTORY
WALL OVER LOWER
ROOF TRUSSES
NO LOAD BEARING FOR
UPPER ROOF TRUSSES
G.T. OR W12X30 STL BM

4 4

CANTILEVER ROOF ROOF TRUSSES LOWERED
TRUSSES BY OTHERS BY OTHERS ROOF TRUSSES
BY OTHERS

MIN (2) 2x6 MIN (2) 2x6 MIN (2) 2x6 MIN (2) 2x6 CULP RESIDENCE PRAIRIE VILLAGE, KS BRIAN & JENNIFER CULP 38619 KIMBRO ST FREMONT, CA 94538

3.1 TO BELOW TO BELOW TO BELOW TO BELOW 3.1 PROJECT: 5308 W 65th PL

3 3 CLIENT:
SELF SUPPORTING GABLE END TRUSS SELF SUPPORTING GABLE END TRUSS SELF SUPPORTING GABLE END TRUSS
OR (2) 1 3/4" x 14" LVL {FLUSH AT ROOF} OR (1) 1 3/4" x 14" LVL {FLUSH AT ROOF} OR (1) 1 3/4" x 14" LSL {FLUSH AT ROOF}

PROJECT #: 22-3356
DRAWN BY: APEX
2 2
CHECKED BY: JSG

SUBMITTAL DATE: Issue Date
1.2 1.2

COMMENTS

1 1

A B C C.1 D E F G H I J K
DATE

#

5/8/2023 3:31:15 PM

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

S1.5