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07-816-002
ALUMINUM CONSTRUCTION GENERAL NOTES: GENERAL NOTES: 1. ALL CONSTRUCTION AND ALUMINUM FABRICATION AND ERECTION, SHALL BE DONE N COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES (WITH THE FLORIDA BUILDING CODE, LATEST EDITION). 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT ANDIOR THE ENGINEER OF RECORDS OF ANY DISCREPANCY. S. CONCRETE FOR ALL WORKS EXCEPT AS SPECIFIED NOTES fc7-i,000 PSI MINIMUM 28 DAYS STRENGTH, SLUMP 48 NCHES MAXIMUM, ALL ADMIXTURES M Wl CONFORM TO A.S.TAL C4% TYPED' WRH A CEMENT FACTOR OF SIX (6) SACKS BY CUBIC YARD MUM M. (CONCRETE BY ROCKITE}. 4. ALL STRUCTURAL ALUMINUM MUST COMPLY WITH THE SPECIFIC DESIGN ALUMINUM ALLOY, AS PER PLANS SPECIFICATIONS, AND BE FABRICATED, DETAILED AND ERECTED N ACCORDANCE WITH THE ALUMINUM ASSOCIATION STANDARDS. & ALL WELDED CONNECTIONS, SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY STANDARDS, AND THE ALUMINUM ASSOCIATION STANDARDS. 6. ALL CONSTRUCTION SHALL BE DONE USING ALUMINUM ALLOY 6061-T8. 7. ALL MEASUREMENTS ARE VERIFIED IN FIELD STATEMENT: TO THE BEST OF MY KNOWLEDGE AND BELIEF AND IN MY PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. I THE ENGINEER OF RECORDS. TYF ALL WELDS SHOP WELDED w/ALUMINUM WIRE #5356-.035 ALUMINUM SURFACES IN CONTACT WITH LIMEMORTAR, CONCRETE,OR OTHER MASONARY MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT, COATINGS, SUCH AS HEAVYBODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. m TYP. FENCE — DETAIL 3/4" = i' @ SIDES OF HOUSE F.V.D. TYP. ALUMINUM BALCONY RAIL — DETAIL 3/4» = 1' © 2nd FLOOR F.V.D. SELF-CLOSING LATCH CAP RAIL # 141 ALUMINUM 6061-T6 2"x2"x1/4" ALUM. POST 6061-T6 SELF-CLOSING SPRING HINGES 3/4" SQUARE ALUM. PICKET 6061-T6 2"x1"x1/8" ALUM. CHANNEL 6061-T6 FILL WITH CONCRETE 2500 P.S.I. CAP RAIL # 140 S THICK ALUMINUM FLATBAR 2" x 2" x 1/4" ALUM. POST 6061-T6 ALUM. CAP RAIL # 140 6061-T6 1-1/4" x .062 SQUARE ALUM. PICKET 6061-T6 2"x2"x1/4" ALUM. POST 6061-T6 2"x1"x1/8" ALUM. CHANNEL 6061-T6 CORE DRILL AND FILL w/NON-SHRINK GROUT CAP RAIL—SECTION N.T.S. MINIMUM( FnrF DIS cV i ( FIELD VERIFY ALL DIMENSIONS) - x2"x j" kLUM. POST 5061-T6 CORE DRILL AND FILL w/NON-SHRINK GROUT TYP. POST ANCHOR 1-1/2" = 1' ( FIELD VERIFY ALL DIMENSIONS) Sof.- �/.. Ni!`�•�1 �;O;'q.m.pp �o I cll� � o .'sem N C) Ln I. IF ry F - Q U' O_ LJ N O L0 00 O N �LL_ Lo I Z O -� LLJ O Lo QOM Z OOZLiIQ N Q LL_ LLJ U O _j Q O . N � Y � O LLJ 2 Q O z o Ln — °' Z (n d- O r__ Of I= U ::D U) 1— LLJ LLJ (0 Q — o z LL_ O U 'q- 00 w0c) J rY C) LL U z � M 00Z LLJ J Ln a_ (o (n d- (O r__ Of bi Oz�O oO III w0c) J W —I LL Ln O Q = rY : zl�-QX — U � V) LLJ "'d- 00 Q J J U> O O I) C)cy)00 V)0�� Q F-_ J UO�� LLJ U T- 0 - DATE: 04 - 11 - 07 DRAWN BY: A.J.H. CAD FILE: 2OF2