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B-F <br />ROOF FS,41„1ENC; FLAN NOTES: <br />1. RIGID INSULATION ROOFING ON 1 1/2'' 22ga, TYPE "B" <br />GALV G60 METAL DECK SECURED WITH 5/a"O <br />PUDDLE WELDS AT SUPPORTS AND 0110 TEK SCREWS <br />AT SIDELAPS ON OPEN WEB BAR JOISTS AND/OR <br />STRUCTURAL STEEL MEMBERS. PROVIDE A 36/i <br />PATTERN AT SUPPORTS W/ SPACING AT EXTREME <br />SIDES OF 12" CC. (4) SCREWS PER SPAN SHALL BE <br />PROVIDED AT SIDELAPS. <br />AIR -DRIVEN PINS B"I' PNEUTEK MAY BE SUBSTITUTED <br />ONE -FOR -ONE FOR 5/a"O WELDS. THE MANUFACTURER'S <br />REPRESENTATIVE SHALL INSPECT THE INSTALLATION AND <br />PROVIDE A LETTER OF ACCEPTANCE FOR THE <br />COMPLETE ROOF DIAPHRAGM. <br />2. SEE STRUCTURAL GENERAL NOTES FOR BRIDGING <br />REaUIREMENTS FOR OPEN -WEB STEEL JOISTS. <br />3. JOISTS DESIGNATED "KCS" (K-SERIES CONSTANT SHEAR <br />PER "VULCRAFT" TABLES) SHALL BE UTILIZED (IF REO'D) <br />AT CONCENTRATED LOADS (SEE FRAMING PLAN). <br />4. SEE FRAMING PLAN FOR JOIST BEARING ELEVATIONS. <br />5. REF ARCH DWGS FOR INTERIOR DRAINS, SCUPPERS, <br />CRICKETS AND SCUTTLES. <br />6. "BTJ" INDICATES BOLTED TIE JOIST PER OSHA <br />REQUIREMENTS (T`f=)_ SEE GENERAL NOTE SJ12 FOR <br />ADDITIONAL INFORMATION. <br />1. COORDINATE SIZE AND LOCATION OF ROOFTOP UNITS <br />WITH MECHANICAL DUGS. <br />ASCE 7=02 WALL DESIGN <br />WIN® PRESSURES <br />AND SUCTIONS <br />FOR MEAN ROOF HEIGHT :s 60 It <br />WIND PRESSURE <br />AND SUCTION (PSF) <br />EFFECTIVE <br />VALUE DENOTES PRESSURE <br />`H <br />WIND AREA <br />VALE DENOTES SUCTION <br />(SQ GREET) <br />(-) 233 <br />(-) 36.1 <br />20 <br />C+) 25.a <br />(+) 25.8 <br />(-) 20.0 <br />C-) 33.1 <br />50 <br />(+) 24.2 <br />(+) 24.2 <br />(-) 26.4 <br />(-) 30.5 <br />100 <br />(+) 22.9 <br />(+) 22.e <br />(-) 25.3 <br />(-) 2a.0 <br />F�00F FLAN <E'' NOTES: <br />10 W14x22 W/ Cax11.5 T45. 1 (B/ STEEL EL= 3'-2'L). <br />20 RIGID INSULATION ROOFING ON 1 1/2" 20ga, TYPE "B" <br />GALV G60 METAL DECK SECURED WITH 5/8",P <br />PUDDLE WELDS AT SUPPORTS AND 010 TEK SCREWS <br />AT SIDELAPS ON OPEN WEB BAR JOISTS AND/OR <br />STRUCTURAL STEEL MEMBERS. PROVIDE A 311 <br />PATTERN AT SUPPORTS W/ SPACING AT EXTREME <br />SIDES OF 12" OC. (4) SCREWS PER SPAN SHALL BE <br />PROVIDED AT SIDELAPS. <br />M PROVIDE 4 1/2" DEEP JOIST SEAT. <br />M <br />M1 <br />®I <br />O <br />10 <br />I <br />2 1 <br />o� <br />1 <br />o <br />I <br />1 2 <br />�o <br />I <br />I <br />I <br />I <br />I <br />I <br />P LAN VI EW <br />NOTES: (ROOF) <br />1. a = 4 Ft. <br />2. A (Kd) OF 0.85 HAS BEEN USED IN THE <br />DEVELOPMENT OF THESE VALUES. THE <br />USE OF THESE VALUES SHALL ONLY BE <br />APPLIED WHEN USED IN CONJUNCTION <br />WITH LOAD COMBINATIONS SPECIFIED IN <br />SECTIONS 2.3 4 2.4 OF ASCE 1-02. <br />3. PRESSURES AND SUCTIONS ON SOFFITS <br />SHALL BE THE SAME AS CORRESPONDING <br />WALL ZONES 4 4 5. <br />4. DEAD LOAD OF 10 PSF SHALL BE USED <br />TO CONVERT GROSS UPLIFT TO NET <br />UPLIFT FOR OPEN -WEB JOIST DESIGN. <br />BUILDING B <br />ASCE 7-02 <br />GROSS UPLIFT <br />DESIGN PRESSURES <br />FOR MONOSLOPE ROOFS WITH <br />ROOF SLOPE 00-c 0 2s 30 (MRH 2s 50') <br />(0 -- ROOF SLOPE) <br />GROSS UPLIFT <br />EFFECTIVE <br />PRESSURE (PSG=) <br />WIND AREA <br />(SQ FEET) <br />O <br />O <br />O <br />10 <br />(-) 210 <br />(-) 4E.3 <br />(-) 68.2 <br />20 <br />(-) 211 <br />(-) 40.4 <br />(-) 56.4 <br />50 <br />(-) 25.4 <br />(-) 34.1 <br />(-) 41.0 <br />100 <br />(-) 24.1 <br />(-) 29.3 <br />1(-) 29.3 <br />LATERAL DESIGN CRITERIA <br />WIND VELOCITY: 110 <br />IMPORTANCE FACTOR: 1.0 <br />EXPOSURE CATEGORY": C <br />INTERNAL PRESSURE ±0,10 <br />COEFFICIENT: (ENCLOSED) <br />MEAN ROOF HEIGHT: <br />R00F DESIGN <br />LOADS <br />(LIVE <br />DEAD <br />ROAD <br />LOAD <br />20 PSF <br />20 PSF <br />(UNREDUCIBLE) <br />NOTES: <br />1. SEE PLAN FOR <br />CONCENTRATED LOADS. <br />IN <br />STRUCTURAL ENGINEERS <br />Orlando Baca Raton <br />P:407.645.3423 <br />F:407.645.3790 <br />1912 Boothe Circle Suite 100 <br />Longwood, FL 32750 <br />bbmstructuraLcom <br />EB5343 <br />Bora ErbNen P.E. #55996 <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHT AND OTHER PROPERTY <br />RIGHTS IN THESE PLANS. THIS DESIGN AND <br />DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, <br />OR COPIED IN ANY FORM OR MANNER WHATSOEVER <br />WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN <br />PERMISSION' AND CONSENT OF "BURTON BRASWELL <br />MIDDLETROOKS ASSOCIATES", NOR ARE THEY TO BE <br />ASSIGNED TO ANY PART' WITHOUT FIRST OBTAINING <br />SAID WRITTEN PERMISSION AND CONSENT. <br />a <br />U <br />0 <br />C <br />E <br />m <br />2 <br />O <br />0 <br />U <br />U <br />Q� <br />0 <br />Q <br />0 <br />rL <br />V <br />v00 <br />c <br />03 <br />.�Ucy)c: <br />/71 U J O <br />VJ <br />LLI <br />LL <br />E2 caLL <br />Q N <br />�Lc,4Ea�i <br />LL' <br />J <br />�M�__Cn <br />U <br />0 <br />E <br />E <br />0 <br />U <br />L _ <br />co <br />Q� <br />J <br />N�U� <br />0 <br />°6 s U <br />`>, O <br />W <br />- cn Q_ cn <br />o <br />mYNca <br />a <br />W <br />NW <br />I..L� <br />� 1 <br />V J <br />Z <br />Lr..Ln� <br />V <br />z_ <br />�QN <br />U_ <br />W 0 <br />0 <br />F- <br />F- <br />I- <br />w <br />w <br />U) <br />Qcs::) <br />Z <br />W co <br />J_ O) <br />m p <br />L0 <br />W Uk <br />W <br />O a- <br />m <br />ti <br />p <br />LI <br />E <br />.n <br />cE, <br />a`> <br />d <br />w <br />J <br />W <br />O <br />Z <br />rn <br />co <br />iI <br />M <br />W <br />LIJ <br />N <br />o <br />Z <br />� <br />U.I <br />v <br />LZL- <br />U <br />CD <br />ILL! <br />Q <br />File=F: \2007\07146\07146-TECH \07146-SDWGS\07146-Sdwgs\RETAIL B\07146_S102.dwg <br />T <br />Tab=S101 Date/Time= Apr 07, 2008 - 1: 31 pm Plot by feid <br />