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Monroe & Newell
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BRACE � � Engineers, Inc.
P.O.Box 1597
\ ° (12)-I0d X 3" 6 - _ 70 Benchmark Road, Suite 204
NAILS I - Avon,Colorado 81620
3 . . (970)949-7768
- - _ - - - - - - - - - - �J FAX (970)949-4054
_ Email: avon c-monroe-newell.com
3/4" X 14" LVL �
1 3/4" X 14" 1 (2)-14' - 1701 WDenoep, trees,Colorado
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SIMPSON LGD -
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- Email: denver@monroe-new2ell.corn
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5 AND ASSOCIATES, INC.
14„ ARCHITECTURE •PLANNING INTERIORS
> - - --AT 1'-4° 012.0 PO BOX 1976
_ COLUMN Avon, CO 81620
N T 970 949 0257
0-1 F 970 949 1080
m - I www.zehren.com
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Fort Collins, CO 80524
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BRAE F 970.221 .9949
I0 www.logansimpson.com
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B ACE R REV. COMMENT DATE
w sIMP 5' ROOF FR,4MINC� NOTES:
Q HANGER TYp.56/14 I J 1 ADDENDUM 1 8.01 .1 2
I. ROOF SHEATHING 5/8" (40/20 SPAN RATING)AT METAL ROOF. ROOF 5 ASI-005 1 1 .1 4.1 2
-1 SHEATHING SHALL BE 3/4" (48/24) SPAN RATING AT SOD ROOF. STAGGER
PANEL END JOINTS AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL
� I� NEw (�) ' 1 ' I� 6 FOOTING STEP 1 1 .26.12
x 14' SIMPSON/4 x 14' EDGES AND I'-O" MAXIMUM OTHER SUPPORTS.
6 — AT �41/60/2.O m io; v EACE U14HANe � REVISION
2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS
NOT NOTED.
— - -' Ex15TNEw , FOOTING 2.26.1
(2) 1 3 x 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL
4' Lv HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING REVISION
COLUMN ROOP JOI154T, L PLYWOOD SHIMS AS REQUIRED.
CO T P -�� I 20„ x
kNITH SC, —° (L°C 2p" Op Q 4. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM 8 PILASTER 2.01 .1 3
(4)- A (3)_ (2)_,4„ A7 ENING STUDS AND TWO KING STUDS EACH SIDE.
LA (V EACHBEA'v' ,2.. LVL LV RE: ARCH) REVISION
GL 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE
APPL/Ep , ,�2 -- UNLESS NOTED OTHERWISE.
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EXISTING RODE FRAMING 2.20.1 3
T1MBE
BRACE ROOF JOIST 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM REVISIONS
-- -- SHALL USE SIMP50N PLATE CONNECTORS UNLESS NOTED
B OTHERWISE ON DETAILS.
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_ . ALL EXTERIOR WA SHALL HAVE CONTINUOUS STUDS FROM
LADDER , LLS PRAMING - _ — FLOOR TO ROOF (INCLUDING RAKE WALLS). SEAL:
- 8. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED.
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6 q. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT.
30 ' 10. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERFLOW SCUPPER
Q; LOCATIONS.
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COLUMN U I 11. GENERAL NOTES RE: SHEET 5300.
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DATE: 07.26.2012
BGI/ I
Z-1 I Ar 1'_4..g0/2.o JOB NO.: 8727
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DRAWN BY: AVN
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CON NEC I
CENTRAL RESTROOMS
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CD BOLT EACH'5" I I 6X6 TIME I
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