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PICA <br />r <br />p� c <br />PCB <br />PCC <br />PCD <br />PCE <br />PICA <br />6� e <br />PCB <br />PCC L 5e <br />PCD <br />PCE <br />3 HIGH ROOF FRAMING PLAN <br />Scale 1l8"=1'-0" <br />L Scale 1l8"=1'-0" <br />ROOF FRA" LING PLAN NOTES: <br />1_ ALL LIGHT GAGE METAL TRUSSES SHALL BE DESIGNED <br />AND CERTIFIED BY TRUSS MANUFACTURER'S REGISTERED <br />ENGINEER. ALL TRUSS -TO -TRUSS CONNECTIONS SHALL <br />BE DESIGNED AND SPECIFIED BY THE TRUSS MFR. <br />2. THE TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS <br />AND SUBMIT SHOP DRAWINGS TO ARCHITECT FOR <br />APPROVAL. <br />3. SEE ARCHITECTURAL BUILDING SECTIONS, STRUCTURAL <br />FRAMING PLANS AND TRUSS ELEVATIONS FOR ROOF <br />PITCHES (TYP). <br />4. SEE ARCHITECTURAL BUILDING SECTIONS, WALL <br />SECTIONS AND STRUCTURAL FRAMING FLAN(5) FOR <br />BEARING HEIGHTS. <br />PRE-ENG'D METAL TRUSS <br />OVERFRAM ING. <br />NOTE TO GG: <br />ALL TEl IPORARY AND PER„LANENT BRACING <br />FOR THE TRUSS SYSTEM 6HALL BE DESIGNED <br />BY A SPECIALTY ENGINEER. PROVIDE SIGNED <br />AND SEALED SHOP DRAWINGS FOR REVIEW <br />PC1 II PC2 I I PC3 ) I PC4 I I PC5 I I PC6 ) ( PC7 ) ( PC8 ) 1 PC9 <br />2'- 13'-4" 14'-0" <br />SEE NOTE 14. I <br />DPCA <br />-,a CiK� Ci <br />PCB F46 F46 <br />PCC — — <br />PCD <br />DP <br />— — <br />1 FOUNDATION PLAN <br />Scale 1l8"=1'-0" <br />14'-0" <br />I SEE NOTE 14. I <br />I � I <br />I F46 I cl <br />= F50 <br />Ir <br />I - <br />15' —8" <br />I' C1 <br />F46 <br />1 <br />S301 <br />18'-3" <br />SEE NOTE 14. <br />CI /T Fa06 0 <br />F46 C2 <br />F46 <br />N <br />5. TRUSS SPACING SHALL BE MAX 2'-0" CC (UNO). <br />6. REFER TO ARCHITECTURAL DRAWINGS FOR FRAMED - <br />DOWN CEILINGS, VOLUME CEILINGS AND OTHER INTERIOR <br />TREATMENTS. <br />-1. SEE PRE -FABRICATED COLD FORMED STEEL TRUSS NOTES <br />IN GENERAL NOTE SHEETS FOR BRIDGING REQUIREMENTS <br />FOR METAL TRUSSES. <br />S. ROOFING SHALL BE PLACED OVER 15/32" A.P.A. RATED, <br />EXPOSURE "i" TYPE PLYWOOD SHEATHING W/ 24/0 SPAN <br />RATING. CONNECT PLYWOOD TO METAL TRUSSES W/ #10 TEK <br />SCREWS 6 6" OC EVERYWHERE. <br />9. SEE SECTIONS FOR STEEL BEAM ELEVATIONS. <br />PRE'-ENG'D METAL TRUSS <br />OVERFRAM ING. <br />NOTE: <br />NO POUJDER ,ACTIVATED FASTENERS <br />NOR EXFANSION BOLTS TO BE USED, <br />ROOF DESIGN <br />LOADS <br />LL�VE <br />DEAD <br />(LOAD <br />LOAD <br />20 PSF <br />20 PSF <br />(UNREDUCIBLE) <br />NOTES: <br />1. SEE TABLE ON SHEET PCS301 <br />FOR GROSS UPLIFT LOADS. <br />2. SEE PLAN FOR <br />CONCENTRATED LOADS. <br />PRE-ENG'D METAL TRUSS <br />OVERFRAM INC. <br />PC10 PC11 PC13 PPCIT - PC16 PC17 <br />28-1'-OBCCCC <br />12'- 5 le 12'-5" 14'-5" -6" 10'-2" -6" 1-1'-8" 15'-8" 14'-5" 14'-5 1/2 1 14'-5 1/2" <br />I I I I I I I /-SEE NOTE 14. I I <br />I I <br />C2 C2 <br />F46 <br />FOUNDATION PLAN NOTES <br />�—{- SEE NOTE 15 <br />I G2 <br />F46 11000 <br />L -I <br />CI CI <br />(2 )C3 I C2 I F56 I F46 I F46 <br />If 90F FRI/== <br />F46 <br />— — — — <br />PC21 <br />14'-5 1/2" <br />I <br />PICA <br />PCB <br />PCC <br />PCD <br />PCE <br />PCA <br />S PCB <br />PCC <br />PCD <br />PCE <br />PC22 PC23 PC24 <br />I <br />13'-9 1/2" 2'- " <br />SEE NOTE 14. <br />— PCA <br />I <br />C1 C1 <br />F46 F56 <br />I PCB <br />J ray <br />PCD <br />1. <br />REFERENCE THE PUBLIX DRAWINGS FOR SLAB INFORMATION. <br />6, <br />ALL FTGS ARE CENTERED BENEATH BEARING WALLS <br />AND COLUMNS (TYP, UNO). <br />2. <br />T/ SLAB EL = 0'-0" (TYP, UNO), REFERENCE ONLY - SEE <br />G CIVIL DWS FOR ACTUAL ELEVATION. <br />7 <br />TYP SPACING OF FILLED CELLS SHALL APPLY ABOVE <br />AND BELOW OPENINGS ALSO. <br />3. <br />T/ WALL FTG EL =-(2'-0") (TYP UNO). <br />a. <br />SEE SHEETS PC5001, PCS002 AND PC5003 FOR <br />STRUCTURAL GENERAL NOTES. <br />4. <br />T/ GOL FTG EL =-C1'-4") (TYP, UNO). <br />9. <br />MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR <br />B • B • M <br />5. <br />STEP AND/OR LOWER FOUNDATIONS WHERE SHOWN AND <br />SLOPES AND DEPRESSIONS. <br />AS NECESSARY TO AVOID INTERFERENCE WITH OTHER <br />TRADES. SEE CONCRETE GENERAL NOTES FOR DETAILS <br />10. <br />FOR FOUNDATION SCHEDULE SEE SHEET PC5301. <br />AND SECTIONS. PARTICULAR ATTENTION SHALL BE PAID <br />11 <br />POUR FOOTINGS ON GRID LINE PCA MONOLITHIC WITH <br />TO DOWNSPOUTS ENSURING THAT PROPER ACTIONS HAVE <br />PUBLIX FOOTINGS. <br />BEEN TAKEN TO PREVENT PIPES FROM CONFLICTING WITH <br />THE FOUNDATION SYSTEM. <br />12. <br />SEE SHEET FG5301 FOR WIND PRESSURE CHARTS. <br />B•B•M <br />13. <br />EXTEND FOOTING WHERE REQUIRED TO SUPPORT <br />S <br />STRUCTURAL ENGINEERS <br />Orlando Boca Raton <br />ARCHITECTURAL COLUMN BASE. <br />P:407 645 3423 <br />F:407.645 3790 <br />14. <br />PROVIDE (3) FILLED CELLS W/ *17 VERT BAR. <br />1912 Boothe Circle• Suite 100 <br />Longwood, FL 32750 <br />15. <br />PROVIDE 12"x24" GONG. TIE COLUMN (TC1). SEE <br />bbma.com <br />5343 <br />Bora ErbEen P.E.#55996 <br />2/PC5301 FOR REQUIREMENTS. <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, CHANGE <br />OR COPIED IN ANY FORM OR MANNER WHATSOEVE <br />WITHOUT FIRST OBTAINING THE EXPRESSED WRITTE <br />PERMISSION AND CONSENT OF "BURTON BRASWEL <br />MIDDLEBROOKS ASSOCIATES", NOR ARE THEY TO B <br />ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAININ <br />SAID WRITTEN PERMISSION AND CONSENT. <br />O � <br />o <br />0 <br />0 <br />U <br />c1� <br />ao <br />� <br />U <br />•� <br />ra <br />_V <br />U <br />�w <br />W <br />>o E <br />o O <br />w <br />� <br />R <br />a3 U <br />oi <br />kn v <br />0, a <br />U <br />b <br />z <br />W <br />z <br />0 <br />n <br />Z) <br />0 <br />Q <br />UW <br />Z <br />_Qw <br />� <br />�(D J <br />(DZ <br />U <br />M O <br />WQ�¢ <br />Q w <br />—/2Qw <br />�-•� N 2 W <br />LU cy)H(n <br />_J <br />U <br />C) <br />orf <br />LU <br />M <br />06 <br />C/) <br />Uo <br />0< <br />LLL <br />_I Z <br />/\OJU <br />LU <br />JY�U <br />z <br />~ <br />U <br />o <br />�U)0-() <br />Q-�N(L <br />a <br />U) <br />Z <br />Q <br />n <br />0 <br />CZ <br />G <br />LL <br />LL <br />0 <br />0 <br />orf <br />M <br />z <br />Q <br />z <br />0 <br />70 <br />w z <br />J <br />~ J <br />0 w <br />w <br />0 <br />M <br />O <br />0 <br />.N <br />E <br />U) <br />x <br />U <br />w <br />LIJ <br />a <br />_ <br />4 <br />o <br />z <br />rn <br />o <br />o <br />W <br />N <br />z <br />V <br />m <br />LU <br />LU <br />IX <br />¢ <br />PCIS101 <br />File=F: \2007\07122\07122_TECH\07122_SDWGS\07122_Sdwgs\PUBLIX\07122_PCS101.dwg Tab=PCS101 Date/Time= Apr 17, 2008 — 10: 43am Plot by jbrower <br />