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112 TEK O 16" D.C. <br />1Y2'xl)i*xl6 GA. GALV.--" <br />ANGLE CONTINUOUS <br />COMPOSITE FASCIA <br />PANEL <br />112 TEK <br />��rliw. aoxn. <br />ANGLE <br />4'-0" MAX. SPACING <br />PURLIN <br />- - - - - 112 TEK SCREW (TYP.) <br />10 PAN HEAD O 12* O.C. ABS DRAIN PIPE WITH WHITE <br />1 30" SHEET METAL COVER, SLOPE <br />TO COLUMN y' PER FOOT <br />l I 1 TYPICAL SIDE FASCIA DETAIL <br />N. i.S. <br />*NOTE TO INSTALLER: <br />1"x1"xYe• ANGLE <br />4'-0" MAX. SPACING <br />CLAMP THIS BRACE AT <br />Y"x6%3" PLATE <br />ALL (3) LOCATIONS NOTED r <br />(2) EA. 112.-" <br />y'x6"x8"- <br />TO INSURE PROPER FIT, <br />STRUCTURAL SCREW <br />SPLICE PLATE <br />THEN INSTALL SCREWS <br />16' <br />(TYP.) <br />110 PAN HEAD f3 12" O.C. <br />RAIN CUTTER <br />r <br />GALVANIZED AN <br />/ GALVANIZED ANGLE <br />52" <br />s PURLIN -� <br />--------------- <br />112 TEK O 16" O.0 � 112 TEK <br />ANGLE ON INUGA. GALV. <br />ANGLE CONTINUOUS a � <br />1"x1"xYe• ANGLE <br />4'-0" MAX. SPACING <br />112 TEK <br />SCREW (TYP.) <br />COMPOSITE FASCIA <br />PANEL <br />16' <br />(TYP.) <br />110 PAN HEAD f3 12" O.C. <br />RAIN CUTTER <br />52" <br />1 L 1 TYPICAL <br />END FASCIA DETAIL <br />N.T.S. <br />6' <br />y'x6"x2' PLATE <br />EXISTING Ili �r- NEW PURLIN <br />PURLIN <br />(2) EA. 112x1' NOTE: TACK WELD SPLICE PLATE TO <br />3" 20 GA. TEK SCREWS EXISTING PURLIN BEFORE BUTT <br />DECK PANEL TYP. (2) PLACES WELDING PURLINS TOGETHER. <br />l 5) PURLIN BRAIDNG DETAIL n PURLIN SPLICE DETAIL <br />N.T.S. N.T.S. <br />15079 <br />V-6. <br />14' GAGE <br />v <br />SECTION A—A <br />3/16 <br />(4) -"O <br />BOLTS <br />Ar <br />e <br />3" 20 GA. <br />DECK PANEL <br />Y" STIFFENERS %BEAM <br />(BOTH SIDES) / <br />A <br />J4'02'x118' CAP PLATE J �2�'x2'x3f6 ANGLE <br />20 GA. COLLAR x 4'-0' LLH <br />HEAVY MASTICI TS 10"x10"zy' <br />COLUMN <br />�COLUMN/BEAM CONNECTION DETAIL CONNECTION DETAIL <br />N.T S. <br />COVER PLATE WITH ACCESS <br />FOR SEALING AND FITTING <br />- SEALING FITTING <br />(INSTALL NO COUPLINGS B <br />SEALING FITTING AND ABO <br />DRIVE SLAB) <br />-ELECTRICAL CONDUIT(S) AS <br />REQUIRED EXIT ELEVATION <br />DIRECTION PER GENERAL <br />CONTRACTOR. COORDINATE <br />WITH KUSTOM KANOPIES <br />COLUMN <br />ANCHOR <br />AND FO <br />E <br />BO A-307 ---tWF BEAM <br />BOLTS ---t <br />PURLIN - <br />F <br />STRUCTURAL NOTES: <br />A. GENERAL <br />1. The contractor shall verify oil conditions end <br />dimensions at the site. <br />2. Observation visits to the site by the design engineer <br />sholl neither be construed as inspection nor approval <br />of construction. <br />3. During and after construction, builder and/or owner <br />shall keep loads on the structure within limits of <br />design loads. <br />4. Typical details and sections shall apply where specific <br />details are not shown. <br />B. DESIGN CRITERIA <br />1. Building Code . . . . . . . . . . . UBC 1997 <br />2. Live Load . . . . . . . . . . . 20 P.S.F. <br />Dead Load . . . . . . . . . . . 10 P.S.F. <br />3. Wind Design: <br />Wind Velocity . . . . . . . . . . 70 M.P.H. <br />Exposure . . . . . . . . . . . . . C <br />Importance Factor . . . . . . . . . . . 1.0 <br />4. Seismic Design: <br />Zane . . . . . . . . . . . . 4 <br />Importance Factor . . . . 1.0 <br />HOLE C. FOUNDATION <br />1. Soil Bearing Pressure - 1500 P.S.F. (not tested) <br />2. Design Lateral Soil Pressure. 150 P.S.F./Fl. of depth. <br />ELOW 3. All footings sholl be placed on and against undisturbed <br />VE sod or granular fill mechanically compacted to not less <br />than 95% of modified proctor density (ASTM 0-1557)- <br />D. CONCRETE AND REINFORCEMENT <br />1. All concrete shot[ hove a design 28 -day compressive <br />AND strength of 2500 P.S.I. <br />2. Reber - ASTM A615 grade 60. <br />E. STRUCTURAL STEEL <br />1. Structural steel shall be fabricated and erected in <br />JAN 15 200Aaaa dance with the latest edition of the following: <br />(a) AISC "Specifications for the Design Fabrication <br />and Erection of Structural Steel far Buildings . <br />$l�N,e (b) RISC "Code of Standard Practice excluding the <br />SLS M `i� [allowing sections: 1.5.1, 3.3 (first sentence), <br />4.2, 4.2.1, 4.2.2, 7.5.4, and 7.11.5. <br />Gey ) AISC 'Specifications for the Design of Cold <br />F ed Structural Members", <br />u lural steel shall conform to ASTM A36 for plates <br />angles, and A53 Type E or S Grade B Fy = 35 k.s.i. <br />for pipes, and ASTM A992 Grade 50 for all beams <br />d purlins. <br />FOF ALFA old -lamed structural steel tubing shall conform to <br />ASTM A-500, Grade B. <br />4. All welding shall be performed by certified welders in <br />K P I R E S accordance with the American Welding Society using <br />E-70XX electrodes. <br />3 200 On oil balled connections, use ASTM A-307 boils <br />7 unless otherwise specified (no special inspection <br />required). <br />6. Metal roof deck shall be 20 Go. ASTM A-653 Grade <br />50. <br />F. PAINTING <br />1. All exposed structural steel shall be primed with Alspor <br />13-12-79 coating or approved equal. <br />2. All welds and other exposed areas shall be primed with <br />prune cool after fabrication. <br />STO. PANEL CLIP O 16" O.C. J � 3" 20 GA. <br />STAGGER EACH SIDE OF PURLIN DECK PANEL <br />FRANZEN HILL <br />t /) BEAM/PURUN/DECK CONNECTION DETAIL 1100 NORTH J STREET <br />N. LS. TULARE. CALIFORNIA 93274 <br />PHONE: (559)688-2977 <br />FAX: (559) 688-1467 <br />