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1 ■ 2 ■ 3 <br />1 I 1 II <br />11 I IT,I <br />1 <br />1-11 "—I III <br />I'll I'If'I' I <br />III 1 II <br />1 1 <br />_ <br />1 <br />' <br />■ <br />4 <br />■ <br />• <br />■ <br />6 <br />■ <br />■ <br />■ <br />■ <br />10 <br />■ <br />I <br />■ <br />12 <br />■ <br />13 <br />■ <br />14 <br />■ <br />15 <br />■ <br />16 <br />■ <br />;i <br />■ <br />18 <br />■ <br />19 <br />20 <br />R <br />■ <br />1 <br />P <br />III <br />■ <br />N <br />m <br />K <br />1 <br />H <br />■ <br />■ <br />F <br />■ <br />E <br />■ <br />C <br />■ <br />B <br />k <br />■ <br />D <br />r <br />�.n <br />Al <br />1/8" = 19-0" <br />ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 <br />�3.1) <br />11.0 <br />I <br />1 <br />I <br />I <br />FLOOR FRAMING PLAN KEY NOTES: <br />21 ROOFINS ON 1 1/2 -22ga TYPE B GALV G110 MTL DECK <br />SECURED WITH #12 TEK 5CREW5 AT 5UPPORT5 4 #10 TEK <br />5CREW5 AT 51DELAP5 ON LIGHT SAGE METAL MEMBERS. <br />PROVIDE A 36/7 PATTERN AT 5UPPORT5. (1) SCREW PER <br />SPAN SHALL BE PROVIDED AT 51DELAP5. <br />22 LIGHT GAGE FRAMING 4 THEIR CONNECTIONS SHALL BE <br />QD <br />DE5I6NED BY A SPECIALTY ENGINEER, 5EE NOTE 5E3 ON <br />SHEET 5001. 5EE SHEET 5151 FOR ROOF DE512N LOAD5. <br />ROOF DESIGN <br />LOADS <br />DEAD <br />LIVE <br />LOAD <br />LOAD <br />ELEV GAP = 75 P5F <br />ALL 07HER5 = 20 P5F <br />20 P5F <br />1 ■ 2 ■ 3 ■ 1 ■ 5 ■ 6 ■ P ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 <br />B , D p , A �Y� /� P: 407 ° 645 ° 3423 <br />F:407°645�3790 <br />1912 Boothe Circle Suite 100 <br />Longwood, FL 32750 <br />www, bbmstructura I. com <br />E65343 <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHTAND OTHER <br />PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN <br />AND DRAWINGS ARE NOTTO BE REPRODUCED, <br />CHANGED OR COPIED IN ANY FORM OR MANNER <br />WHATSOEVER WITHOUT FIRST OBTAINING THE <br />STRUCTURAL ENGINEERS EXPRESSED WRITTEN PERMISSION AND CONSENT <br />Orlando Boca Raton OF"BBM STRUCTURAL ENGINEERS", NOR ARE <br />THEY TO BE ASSIGNED TO ANY PARTY WITHOUT <br />FIRST OBTAINING SAID WRITTEN PERMISSION <br />AND CONSENT, <br />SEAL <br />i `tip <br />�� PJ .• \CEN <br />N .5 • — <br />` e <br />s <br />BORA ERBILEN, P.E. <br />Florida Professional Engineer No. 55996 <br />Florida Hospital <br />Zephyrhills <br />ED EXPANSION & ORTHO <br />RENOVATION <br />i <br />Hunton <br />► <br />A R C H I T E C T <br />DATE SUBMISSION NO. <br />P4.15.16 CONSTRUCTIONM DOCUMENTS <br />D8.04.16 CCD NO. 1 2 <br />ROOF FRAMING PLAN - 3RD LEVEL <br />- AREA 1 <br />PROJ. NO. H-15021.00 SHEET <br />DRAWN BE/RH/TC <br />S131 <br />■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />