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I. <br />I _ <br />I _ _ 1 <br />II 1 <br />1 I___ <br />I I <br />I 1 11 <br />I 1 d <br />ul II r111 II'I I II' I11[111111111 <br />II I111! 111'111&1 111 111 <br />1r I I I 1' <br />1' <br />■ <br />2 <br />■ <br />3 <br />■ <br />4 <br />■ <br />■ <br />6 <br />■ <br />1 <br />■ <br />8 <br />■ <br />9 <br />■ <br />10 <br />■ <br />11 <br />■ <br />1.2 <br />■ <br />13 <br />■ <br />14 <br />■ <br />15 <br />16 <br />■ <br />17 <br />■ <br />18 <br />■ <br />19 <br />■ <br />20 <br />R <br />■ <br />i <br />P <br />■ <br />0 <br />■ <br />N <br />■ <br />_ m <br />D <br />■ <br />L <br />■ <br />K <br />■ <br />H <br />■ <br />G <br />■ <br />■ <br />E <br />D <br />■ <br />C <br />■ <br />B <br />r <br />■ <br />0 <br />"s <br />A <br />0 <br />., <br />O O O <br />O O O <br />o o <br />a a <br />PLAN VIEW <br />( ROOF ) <br />NOTES: <br />I. A (Kd) OF 0.85 HAS BEEN USED IN THE DEVELOPMENT OF THESE VALUES. THE USE OF THESE VALUES <br />SHALL ONLY BE APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN <br />SECTIONS 23 4 2.4 OF ASCE 1-10. <br />2. PRESSURES AND SUCTIONS ON SOFFITS SHALL BE THE SAME AS <br />CORRESPONDING WALL ZONES 4 4 5. <br />3. IF THE STRUCTURE IS AN EHPA OR IS INSURED BY FACTORY MUTUAL (FM) THE GROSS UPLIFT DESIGN <br />PRESSURES SHOWN HEREIN SHALL BE DOUBLED FOR ROOF COVERINGS. <br />4. THE 'ULTIMATE' WIND LOADS SHOWN IN THE COMPONENTS AND CLADDING SCHEDULE SHALL BE <br />MULTIPLIED BY 0.6 TO REDUCE THEM DOWN TO 'SERVICE' LEVEL FOR ALL TESTED ASSEMBLIES, <br />INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS AND ROOF ASSEMBLIES. <br />5. PARAPET WIND LOADS ARE BASED ON A 'SOLID' PARAPET WITH NO INTERNAL PRESSURE. ACTUAL <br />PARAPET CONSTRUCTION MAY DICTATE THAT INTERNAL PRESSURE BE ADDED TO THE EXTERNAL <br />PRESSURE IN ACCORDANCE WITH ASCE 1-10 SECTION 30.S. <br />6. UPLIFT VALUES FOR ZONE 2 MAY BE USED IN LIEU OF ZONE 3 FOR CORNER ZONES IF PARAPET HEIGHT <br />WITH RESPECT TO FINISHED ROOF IS GREATER THAN 3 ft. <br />' I've s." <br />. <br />'7 <br />E',.A liter J " zone <br />FLOOR FRAMING PLAN KEY NOTES: <br />o3 1/2" CONCRETE SLAB REINF WITH 6x6-W2.1xW2.1 WWF <br />OVER 1 1/2'-22ga TYPE "C" CONFORM DECK, Sq0 GAL\/. <br />SEE NOTES ON SHEET 5002 FOR DECK REQUIREMENTS. <br />12 ROOFING ON 1 1/2'I-22ga TYPE "B" SALV S90 MTL DECK <br />SECURED WITH #12 TEK 5CREW5 AT 5UPPORT5 4 #10 TEK <br />5CREWS AT 51DELAP5 ON LIGHT GAGE METAL MEMBERS. <br />PRO\/IDE A 36/7 PATTERN AT SUPPORTS. (1) SCREW PER <br />SPAN SHALL BE PROVIDED AT 51DELAP5. <br />13 LIGHT SAGE FRAMING $ THEIR CONNECTION5 SHALL BE <br />PE516NED BY A 5PECIALTY ENGINEER, SEE NOTE 5E3 ON <br />SHEET 5001. SEE SHEET 5131 FOR ROOF DE51ON LOADS. <br />Al <br />1/8" = 1'-0" <br />FLOOR DESIGN LOADS <br />DEAD (PSF) <br />LIVE (PSF) <br />100 <br />50 <br />FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 <br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 <br />B , B , �Y� 1►A P: 407 ° 645.3423 <br />F: 407.645 -3790 <br />1912 Boothe Circie Suite 100 <br />Longwood, FL 32750 <br />www.bbmstructural.com <br />EB5343 <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHT AND OTHER <br />PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN <br />AND DRAWINGS ARE NOT TO BE REPRODUCED, <br />CHANGED OR COPIED IN ANY FORM OR MANNER <br />WHATSOEVER WITHOUT FIRST OBTAINING THE <br />STRUCTURAL ENGINEERS EXPRESSED WRrTTEN 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 WRFFTEN PERMISSION <br />AND CONSENT. <br />SEAL <br />Rg <br />5 <br />NA;LNG\ <br />BO PRI81LEN, P.E. <br />Florida Professional Engineer No. 55996 <br />Florida Hospital <br />Zephyrhills <br />ED EXPANSION & ORTHO <br />RENOVATION <br />Hunton NU <br />A R C H I T E C T <br />DATE SUBMISSION NO. <br />04.15.16 CONSTRUCTIONM DOCUMENTS <br />06.04.16 CCD NO. 1 2 <br />FLOOR FRAMING PLAN - 2ND <br />LEVEL - AREA 1 - PHASE 1 <br />PROJ. NO. H-15021.00 SHEET <br />DRAWN BE/RH/TC <br />S1211 <br />IN 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 />t <br />