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1600 Selva Marina Drive 16-CNEW-954 (Revision 08.08.2016) CITY-OF ATLANTW BEACH J �I \ Ss1 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: - $ - (o Received by: Resubmitted: Permit Number: I(P. C rug-w - q 5 N Original Plans Examiner: Project Name: Roe IS Turn- ABC C Project Address: 1600 Se Iva A wr►n a IDr. Contractor: kPC General d0Yw1rac4or5 Contact Name: X15 Contact Phone : go-qI• gyll, Contact e-mail: Vahrl e .Co Revision/Plan Check/Permit Fee (s) Due: $ S-0 .O (, Description of Proposed Revision to Existing Permit: an E�� t s fl ,r Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: )01� Public W/U Approval: By signing below. I(print name) i'1 4( tSaffirm that the above revision is inclusive of the posed changes. latU f Contractor/Agent(Contractor must sign if increase in valuation) Date m Office Use Only Date: _ Approved: Rejected: Notified by: Plan Review Comments: De ment review required Yes No Building Zoning Tree Administrator Plans Examiner Public Works Public Utilities Public Safety Fire Services Date Created 8/20/15 Rev.2 FASTEN TO MEMBER W/2 EA. 3/4" GENERAL NOTES: m #12 TEK SCREWS 1. ALL MEMBERS SHALL BE 6063-T6 ALUMINUM TUBE. FASTEN HEADBAR INTO WOOD FRAMING ALUMINUM TRACK 2. ALL OTHER MATERIAL SHALL BE 6063-T6 ALUMINUM (U.O.N.). W/%" X 4" LAG BOLTS AT 24" O/C 4"X6"X.125" BEAM (TO HOLD FABRIC) THROUGH MEMBER OR USING Z-CLIP 1"X1"X.093" PURLIN ( P.) I I 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE (LATEST \ FASTEN COLUMN TO EDITION). 4. COVER ALL WELDS WITH CORROSION RESISTANT COATING. \ SLEEVE W/ (2) %2" 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH SECTION THRU BOLT p TOP MEMBER 31 AND SECTION 16 OF THE FLORIDA BUILDING CODE (2014-5TH \ 1"X2"X.0 3" YO SLEEVE EDITION) - ASCE 7-10. ---- 6. AWNING COVERS SHALL BE REMOVED IN PERIODS OF HIGH \ (6" LENGTH) WINDS; SPECIFICALLY WINDS IN EXCESS OF 75 M.P.H. AWNING 3'-0" WELDED TO BEAM W/COVER WILL SUSTAIN 105 M.PH. (3 SECOND GUST) - RISK CATEGORY II, EXPOSURE C. 4"0 X .125" 1/8"X 1""T'CLIP 7. FRAMES WITHOUT FABRIC WILL SUSTAIN 140 M.P.H. WINDS (3 TO FIN.GRD. COLUMN FASTEN TO WALL @ SECOND GUST), EXPOSURE D O„ � 2'-0"O/C 8. ALL CONNECTIONS SHALL BE FULLY WELDED (U.O.N.). S.2: COLUMN CONNECTION DETAIL S.1 TYPICAL Z CLIP DETAIL 9. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS. / FASTEN COLUMN 3'_0" 10. VERIFY ALL DIMENSIONS IN FIELD. } TO 4X6"X/$ BEAM / PER DETAIL S.2 i ANY INDEPENDENT FRAME SECTIONS (IF APPLICABLE) TO BE FASTENED TO BLDG CONNECTED WITH 5/16" X 2 1/2" S.S. BOLTS @ 24" O/C MAX. (TYP. a / W/ %4" X 4Y2" S.S. SCREWS U.O.N.) o 4" O COLUMN THROUGH FRAME @ 24" O/C / 1"X2"X0.093" ALL MEMBERS TO BE 1" X 1" X 0.093" (U.O.N.) d z / 141-611 81_611 1"X2"X0.093" m \ / 4"X6"X%8' BEAM V Q /� / 10"X10"X3/8" PLATE A.F.F. z \ / 23'-0" FASTENED TO EXIST. 0 \ CONC. SLAB W/ (4) oft CO U %2" X 4%2" WEDGE ANCHORS J �- / ujLL Xc \ 1"X2"X.093" FASTENED TO BLDG 21-611 0 4"X6"X%$" BEAM co 12'-0" \ / W/ %4" X 4%2" S.S. SCREWS z ~ THROUGH FRAME @ 24" O/C 0 1"X2"X0.093" 0 Q ca z O U O R 1/ '0 Z 2,_611 6 z > 4"X6" BEAM W FASTEN COLUMN 611 1" O X .125" SPEAR ARM 3 0 o = o TO 4"X6"X%$' BEAM /4 O LACE BAR Q � V z PER DETAIL S.2 ARCH. DETAIL: d W 2 %2" THICK X 3/4" 0 LACE BAR 2'-611 W `� m a 1" WIDE SCROLL ~ 1" X 1" X .093" BOW 4"X2"X%4" PLATE o U w 21-611 FASTENED TO BLDG (� Z 0 W/ (2)%4" X 4%2" S.S. Q o SCREWS > N Z 1" 0 X .125" SPEAR ARM 31-011 (] J 4" 0 X .125" 4"X2"X%4" PLATE _ - COLUMN (TYP.) RIRST {V D TO BLDG .. AWNING B - SIDE-ELE-VATION -- ---- Q S.3 ARCH. OLUMN DETAIL SCREWS Y4" X 02" S.S. B - ISOMETRIC 3/41 - 11 S NTS 23, , AWNING A - ISOMETRIC NTS W f6 co O 29 Z © 29 W z m a ° 0 Ev UJ (UD' X zO ON ~ N d N � H Ln0 LL � CD o , w U) ti T CD LACE BAR ~ 3 W O 3'-10" " 0 00 fi N Ln L:0lxl- + e A TRUSS TRUSS 23' 12' FASTEN COLUMN TO 4"X6"X%8" BEAM PER DETAIL S.2 REVISION BP# I - �^1��• - `� DATE Z� DECORATIVE COLUMN PER 4 SIGNED DETAIL S.3 L ARp A 71'LKA ,IR PE cin FL. LIC. NO. 31138 4" 0 COLUMN � DATE. 6/24/16 10"X10"X%" PLATE j SCALE: N.T.S. FASTENED TO EXIST. DRALLN: MT CONC. SLAB W/ (4) CHECKED- LT %2" X 4%2' WEDGE ANCHORS ,�A�► E � � JOS No.: 04572161 AWNING A - FRONT ELEVATION I SHEET %" = 1' 2 rr— TRUSS TRUSS AWNING A - PLAN VIEW %2" = 1' OF 1 SHEETS