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1 I 1 11 1 1 1 _ 130'-8" 9'-01, 3'--4' 48'-4' 3'-4" 26'-8' 3'-4' 36'-8" 3 1 3 1 3 1 S-2 S-2 S-2 S-2 9 ----------_-----_. — —--------------— — — — — — — — — — — — — — — — — ------ — — — — --------- S-2 I '.. '� I I I•I I I.I I I I•I ' I A BE POURED RETHIS AREA D REDATALATER DATEI . I FINISH FLOOR E:i.EV1 ICN SHALL COMPLY WI"I'li ENGINEERED DESIGN I,I AND/OR CITY OF ZF.PHYRHILLS S-2 I ORDINANCE I I �•I CU it l I I I I I s-2 I I I I I I I I•I •• • .1 P,•49•• • • • • • • ••10•• • •• ----....------.---L 9 2 1 9 2 3 2 9 9 2 3 9 1 3 2 9 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S- S-2 S-2 S-2 37'-4" 6'-4° _ 43 -4' 6'- 4' 20'-8' 6'-4" 10'-4" 0 7 I it.l S-2 130'-8' 1 FOUNDATION PLAN S —1 SCALES 1/8' = 1'-0' 130'-8' TOP OF STEEL EL. 12'-9 1/2' aD 8 S-2 36 X36' R OF CUB FOR FUTURE VERIFY W/ MFGN j� � II II II II II II II II 36 X36' R)OF� CUB FOR FUTURE — SU PLY F N (V RIFY / MFG.) ROOF CURB FOR ROOF CURB FOR FUTU E RTU' FUTURE RTU'S (APPR X, 3'-1 X (APPR❑ , 4'-2' X 5'-7' TYP, 2) 6'-6' 1 YP. 2) m s Y OD Cu M 6 \—TOP OF STEEL 6 S-2 EL, 13'-4' S-2 130'-8" Z ROOF FRAMING PLAN S — 1 SCALE, 1/8' = 11-0' a� FOUNDATION NOTES & SPECIFICATIONS 1, FINISHED FLOOR ELEVATION = DATUM EL,+O'-O'(FOR ACTUAL ELEVATION REFER TO SITE PLAN.) 2. ELEVATION TOP OF COLUMN AND WALL F❑OTINGS -1'-4' BELOW FIRST FLOOR DATUM, 3, FUTURE SLAB ON GRADE TO BE 4' THICK REINFORCED WITH WWF 6X6-W1.4XW1,4 CENTERED IN SLAB. PLACE SLAB ON 6 MIL POLYETHELENE VAPOR BARRIER, 4. PROVIDE 1' DEEP SAW CUT CONTRACTION CONTROL JOINTS IN SLAB ON GRADE (6-12 HOURS AFTER POUR) IN EACH DIRECTION TO FORM APPROXIMATELY EQUAL PANELS NOT EXCEEDING 12 FEET IN EACH DIRECTION. 5. PROVIDE #5 VERTICAL REINFORCING IN MASONRY WALLS AT LOCATIONS INDICATED ON PLAN. DOWEL VERTICAL BARS INTO FOOTING AND LAP 30' AT INTERMEDIATE SPLICE LOCATIONS, HOOK BARS INT❑ TIE BEAM AT ROOF LEVEL OR EXTEND BARS INTO PARAPET WHERE APPLICABLE, 6, PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS AT L❑CATIONS INDICATED THUS 'CJ' ON PLAN, 7. ALL STEEL COLUMNS SHOWN ON PLAN ARE TS4X4X1/4 WITH BASE PLATE 10'X10'X3/4', FOR COLUMN BASE DETAIL, SEE SECT,6/S31 I ROOF FRAMING NOTES & SPECIFICATIONS I 1. ROOF CONSTRUCTI❑NI 22 GAGE, 1 1/2' FLUTED METAL DECK (PAINTED) WITH RIGID INSULATION AND MEMBRANE ROOFING SUPPORTED BY OPEN WEB STEEL JOISTS C 4'-0' O,C. (SLOPING), 2, REFER TO PLAN FOR JOIST BEARING ELEVATIONS, 3, ELEVATION TOP OF STEEL BEAMS INDICATED THUS (+ ) ON PLAN REFERENCED TO FIRST FLOOR DATUM, 4. PROVIDE ANGLE FRAME L4X4X1/4 AT 4 SIDES OF ALL ROOF OPENINGS LARGER THAN 6'X6', EXTEND ANGLE TO FRAME BETWEEN JOISTS. 5, PROVIDE ANGLE FRAME L4X4X1/4 BENEATH PERIMETER ROOF CURB OF ALL ROOF TOP MECH, UNITS (REFER TO MECH, DWGS, FOR LOCATION), COORDINATE SIZE AND L❑CATION WITH MECH. EQUIPMENT MANUFACTURER, EXTEND ANGLES TO FRAME BETWEEN J❑ISTS, -,6, PROVIDE H❑RIZONTAL JOIST BRIDGING Ll 1/4X1 1/4X1/8 AT TOP AND BOTTOM CHORD OF JOISTS SPACED IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS, LINE OF JOIST BRIDGING NEAREST MIDSPAN TO BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT THE CHORDS AND INTERSECTIONS. IN ADDITI❑N, PROVIDE DIAG❑NAL CROSS BRIDGING AT i EXTERIOR END 3 J❑IST PANELS, PROVIDE SINGLE ROW OF HORIZONTAL JOIST BRIDGING AT FIRST PANEL P❑INT OF JOIST BOTTOM CHORD FOR `. UPLIFT REQUIREMENTS. w U� 2 $ 0O 06 � n C c a co " S o CO 6 00 n L N 2 Q 0 a� 0 L LL 0 o� U° •— in 0 0 N cn' ago z 0 oLll N U J C O J � LL 06 U O C cc ti O O N crUJ o -J z O LLJ.. - W co LL 5 J Z0Cl) Q :3 Q U = momItt W a' M = a- z N UJ Q0N Revisions; L— Q f 0 06 Z . Z o z 0 F- Q a. 0 ; -� q io o 177 D 0 LL LL Project Number 06082a Date 03-19-07 Sheet Number S-1