Review Comments

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Permit Number:	01 5563
Permit Type:	Commercial Building Permit - None BldgNew
Address:	7010 SAND LAKE RD Anchorage
Location:
Work Description:	Work Descr: 3600 sqft Type VN, no a/c, no sprinkler, Remarks: gjs
Status:	Closed
Project Name:	FISH & GAME WAREHOUSE
Review Type:	Structural
Result:	Correction
Result Date:

Comments:

	Code Section	Review Comment	Status

Advisory Information:
. C(1): Package incomplete as of 6/18/01; missing metal building drawings, foundation design, calculations. No review done. MOA response 8/27/01: There are still no metal building drawings or calculations, or foundation design calculations. ICBO or AISC certification for metal building still no received. Drawings are incomplete for review. No review has been done. MOA response 10/8/01: Foundation design approved. F/F Issued. Remainder of comment unresolved. JG C(2): Reinforcement Requirements. The area of longitudinal reinforcement for noncomposite compression members should not be less than 0.01 or more than 0.08 times gross area Ag of the section. Also, the minimum number of longitudinal bars in compression membersshould be four for bars within rectangular or circular ties, three for bars within triangular ties, and six for bars enclosed byspirals. Please update the pilaster reinforcement on sheet S1.2 to comply. (Section 1910.9) C(1): Package incomplete as of 6/18/01; missing metal building drawings, foundation design, calculations. No review done. MOA response 8/27/01: There are still no metal building drawings or calculations, or foundation design calculations. ICBO or AISC certification for metal building still no received. Drawings are incomplete for review. No review has been done. MOA response 10/8/01: Foundation design approved. F/F Issued. Remainder of comment unresolved. JG C(2): Reinforcement Requirements. The area of longitudinal reinforcement for noncomposite compression members should not be less than 0.01 or more than 0.08 times gross area Ag of the section. Also, the minimum number of longitudinal bars in compression membersshould be four for bars within rectangular or circular ties, three for bars within triangular ties, and six for bars enclosed byspirals. Please update the pilaster reinforcement on sheet S1.2 to comply. (Section 1910.9)