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1600 Selva Marina Drive 14-00001210 (Canopy) (2) ,c Sze CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 Revision Request Sheet Date: 2' "�lL Received by: Resubmitted: , Permit Number: Clearance Sheet Number: t-[ A Original Plans Examiner: 11 Project Name: ` Project Address: 1�o✓//-� Sct va a n1c� !DK- Contractor: v - T W _�r) Contact Name: I odd Contact Phone Number: Contact Fax Number: Revision/Plan Check/Permit Fee(s)Due: $ �-, @ GLA VanceA Cl Wn (00. Description of Proposed Revision to Existing Permit: Pending Hold: WY� Structural: Plumbing: Mechanical: Electrical: Misc.: // Q.Oj -Tuaa Additional Increase in Building Value: $ (J 2—0©e Additional Square Footage: Clearance Sheet/Site Plan Revised: Environmental Health Approval: By signing below,I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: Plans Examiner Date Created 08/05/08.jlo i GENERAL NOTES - - - - - - - - 1. ALL MEMBERS SHALL BE 6063-T6 ALUMINUM TUBE. 2. ALL OTHER MATERIAL SHALL BE 6063-T6 ALUMINUM (U.O.N.) 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE (LATEST EDITION) - - - - - - - - SILKAFLEX CAULK 4. COVER ALL WELDS WITH CORROSION RESISTANT COATING. 1"X2"X0.125" 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH SECTION 21 1"X2"X0.125" (TYP.) RAFTER (TYP.) AND SECTION 16 OF THE FLORIDA BUILDING CODE (2010) - ASCE ELEV: 12'-2" . ,-- �- 1"X2"X0.125" PURLIN (TYP.) TOP OF AWNING FRAME 6. AWNING COVERS SHALL BE REMOVED IN PERIODS OF HIGH z z ARCH. DETAIL: WINDS; SPECIFICALLY WINDS IN EXCESS OF 75 M.P.H. AWNING ii W/ COVER WILL SUSTAIN 105 M.P.H. (3 SECOND GUST) - RISK %2" THICK X 1" WIDE SCROLL CATEGORY II, EXPOSURE C. I n� 1" X 1" X .093" BOW # 7. FRAMES WITHOUT FABRIC WILL SUSTAIN 180 M.P.H. WINDS (3 z z FASTEN 1"X2"X0.125" (TYP.) ECOND GUST), EXPOS RED a } TO WOOD BLOCKING8. LL L D. (BY OTHERS) WITH 3/g" X 611 9. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS. w u LAG BOLTS @ 24" O/C 8" LADDER TRUSS: 10. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO Q Q z THRU FRAME. 1"X1"X0.093" (TYP.) FABRICATION. lu w o 4"X6"X0.125" } > > BEAM (TYP.) ALL FRAMING TO BE 1"X1"X0.093" (U.0.N.) 4" Q1 X .125" ELEV. 8-6 COLUMN (TYP.) BOTTOM OF FRONT TRUSS APPLICABLE CODES (INCLUDING LOCAL AMENDMENTS). • 2010 FLORIDA BUILDING CODE /ASCE 7-10 o LACE BAR • 2010 FLORIDA FIRE PREVENTION CODE N - O ANY INDEPENDENT FRAME SECTIONS TO BE CONNECTED W/ 5/6" X 2%2" S.S. BOLTS 24" O/C MAX (TYP.) z 4" 0 X .125" -,! COLUMN (-P(P.) (D `U U N / U)/ N � W � J L1. �N 4"X6"X.125" BEAM J z Z o FASTEN COLUMN TOcn SLEEVE W/ (1) 3/8" ¢ O Q COLUMN - ARCH. DETAIL W In C 1 `��, THRU BOLT z � „ (� Q �, F- NTS J 5"0 SLEEVE z = � T g 6-0" ------ 8'-1o3/a -- (10" LENGTH) m � V 11'-0" 1'-0" WELDED TO BEAM Q Q o 8'-103/46 " a w W FASTEN COLUMN OX .LUM1N5n W E Q i TO EXIST. CONC. FOOTING C U o U W/ (4)Y2" X 6" WEDGE ANCHORS ___ TYPICAL BEAM TO COLUMN CONNECTION z o C) �"' o 3 N THRU 6"X6"X3/$" PLATE (WELDED N.T.S. Q �° 8-10/4 TU COLUMN). > 12o 1"X 1"X.093" LADDER TRL SS - - .:.. -,.. .<...,., .._.... ... TYPICAL SECTION , r i 8'-10y4' 3/4' = 1' FILLET WELD cl 6"0 X.125" V COLUMN(TYP.) 2"X2"X%4" ANGLE 1"X2"X0.125" RAFTER CLIP 2" LONG I'`I o co FASTEN TO BEAM W/ 6"X8"X.188" BEAM w FASTEN 1"X2"X0.125"(TYP.) 3/"X S.S. THRU BOLT z ,8 TO WOOD BLOCKING (BYOTHERS)WITH %8'x6" ' EACH ISIDE (NOT SHOWN) Z o LAG BOLTS 24"O/C g'_ p3 z m W z GO) ao THRU FRAME. �( 1 /4 U v EXIST. BUILDING / I Z ¢ 0 v P TYPICAL RAFTER TO BEAM CONNECTION 0 " 2 `2 0 1"X2"X.125" w cn r-- PURLIN(TYP.) I N.T.S. C/� Q ^ i y u- � v W O U 2- 8'-103/4„ U N LO r 34'-8y", 1"X2"X.125" I RAFTER(TYP.) 1"X1"X.093" 6"0 X.125" 1'�2"X.125" LADDER TRUSS 1"X2"X.125" t 3 58, COLUMN(TYP.) PURI�IN(TYP.) (TYP.) RAFTER(TYP.) T-10/4" ` 14'43/4' -6" - 14'-6" 14'-6" 1"X2"X.125 �RD A. 71 SIC JIB pE. NO 12'4" DATE: 03/26/14 (2)1"X2"X.125" SCALE: N.T.S. DRAWN: MT FASTEN 1"X2"X0.125"(TYP.) TO EXIST.CONC. CHECKED: LT WITH)/2"X 4"WEDGE ANCHORS @ 24"O/C THRU FRAME. JO(3 No.: 04512051 11 it 11 SHEET 70'-0" 34'-8Y2" FASTEN 1"X2"X0.125"(TYP.) tt TO EXIST.CONC. 1"X2"X.125" i WITH)/2"X 4"WEDGE ANCHORS (TYP.) PLAN VIEW � @ 24"O/C THRU FRAME. �4 1 OF 2 SHEETS ,