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1 . NATIONAL IS RESPONSIBLE FOR DESIGN OF �iicb•sai) to 1-1- ) ',7, 6
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STRUCTURE AND ANCHOR BOLTS. REFER TO ANCHOR D'.,�' � �.•' � � � Q
MANUFACTURERS SPECIFICATIONS FOR PROPER INSTALLATION. 1Oic�► # X
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2. FOUNDATION, FOOTING AND SLAB ARE NOT DESIGNED PROFESSIONAL ENGINEER
OR PROVIDED BY NATIONAL. VERIFICATION OF MASONRY SEAL
IS THE RESPONSIBILITY OF GENERAL CONTRACTOR.
CONFORM TO TOLERANCES PER ACI 117-10.
3. PAINT ANY ALUMINUM IN CONTACT WITH CONCRETE WITH
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CLEAR URETHANE, BITUMINOUS PAINT OR OTHER APPROVED Up
COATING. ) �
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4. ALL GROUTING IS BY OTHERS. I 1
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5. COUNTER FLASHINGS ARE NOT PROVIDED BY NATIONAL. I I j �
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A 6. DESIGN DATA: CDC
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2012 INTERNATIONAL BUILDING CODE, CHAPTER 16 / ASCE 7-10 --I0 �
B - v - ORD A P \ - BAR D - \ S SNOW DISCN < 0
7 c\1
00
SNOW LOAD 100 PSF 0 o
UA 9 CO OH AD 0CL
WHD DESCN o
BASIC WIND SPEED (3 SECOND GUST) 115 MPH / I o
WIND EXPOSURE B Q
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w
VATIR AL SDICflCATO\ S � J
ALL ALUMINUM TO BE BRONZE ANODIZED.
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STRUCTURAL ALUMINUM SPECIFICATIONS: Q z
ALUMINUM EXTRUSIONS WILL BE 6063-T6,
6061 -T6 OR 6005-T5 ALLOY. Q
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BASE PLATES WILL BE 6061 -T6 ALLOY. 12(
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ALL ALUMINUM SHEET AND FLASHING WILL hn
BE 3003-H14 ALLOY. �
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FASTENERS:
ALL SELF DRILL SCREWS AND BAR CAP SCREWS
XD - ARE STAINLESS STEEL.
ALL 1/2" DIAM. BOLTS ARE GALVANIZED A325. r n
SHEET NO. 1 FLOOR PLAN, ROOF PLAN, ELEVATIONS AND CROSS SECTION ALL OTHER BOLTS ARE GALVANIZED A307. U
SHEET NO. 2 ROOF VENT AND EAVE SECTIONS /
SHEET NO. 3 SECTIONS AND BAR DETAILS SYV8OLS LECIN3
SHEET NO. 4 GABLE VENT DETAIL CYI
SYMBOL DESCRIPTION I
ED
Ir_Y
aiii DETAIL
W SHEET NUMBER Z Q (ID
C___D
ELEVATION
Aiii SHEET NUMBER 0
I SECTION LlY
e SHEET NUMBER Z /
0 0
ELEVATION RELATIVE n___
X'-X" TO 100'-0" DATUM O
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0
) 0
D c2
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DATE:
6/22/15
DRAWN:
V DEFOREST
CHECKED:
JOB NUMBER:
P29489
REVISED:
SHEET: