09-667-008-
STRUCTURAL NOTES: . = = w = REVISIONS:
STRUCTURAL DESIGN SHALL CONFORM WITH ALL LOCAL & FEDERAL ORDINANCES AND LUMBER:
BUILDING CODES (FLORIDA BUILDING CODE 2007)
ALL LUMBER SHALL BE MINIMUM CONSTRUCTION GRADE (1000 PSI) UNLESS OTHERWISE NOTED. MIN. 3/4" CD PLYWD. W/ 8d RING SHANK m
DRAWING DIMENSION & COORDINATION: ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WITH A NAILS 0 8" o/c (4" o/c 0 LEDGER) MIN. 3/4 " CD PLYWD. W/ 8d RING SHANK
RECONIZED WOOD PRESERVATIVE OR PROTECTED BY METAL PLATES OR OTHER APPROVED NAILS 0 8" o/c (4" o/c 0 LEDGER) TOP OF PLYWD. DECK (BEYOND)
DIMENSIONAL INFORMATION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT CONSTRUCTION MATERIAL.
DOCUMENTS IN TOTAL. COORDINATE ALL THE REQUIREMENTS OF CIVIL, ARCHITECTURAL 2 "x12" P.T. JOISTS 0 12" o/c - -- »L -3p m - -
STRUCTURAL, MECHANICAL, ELECTRICAL, AND INTERIOR DESIGN DRAWINGS TO WOOD TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. "A
SUPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER 2 "x12" 0 12" o/c P.T. JOISTS
FOR APPROVAL. THESE DRAWINGS SHALL SPECIFY EACH TRUSS NAD JACK TO BE SUPPLIED BY ry A
REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. THE MANUFACTURER AND ALL TRUSS TO TRUSS CONNECTORS. THE TRUSS CONNECTORS SPECIFIED
SHALL BE SUBMITTED WITH THE TRUSS DRAWINGS FOR APPROVAL AND SHALL BE INSTALLED IN `a
WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ANY TRUSS DAMAGED IN DELIVERY WALL REINF.
NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A I � WALL REINF.
NEW WORK PLACED MATERIAL CON AMORE RESTRICTIVE TOLERANCE THAN THE OR ERECTION SHALL BE REPAIRED IN ACCORDANCE WITH SIGNED AND SEALED DRAWINGS FROM
IN -PLACE MATERIAL. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED THE TRUSS DESIGNER. THE TRUSSES SHALL BE LIFTED, PLACED, SECURED AND BRACE IN
TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES ACCORDANCE WITH THE RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE, UNLESS SPECIFIED
EXCEEDING 3% BETWEEN FIELD MEASURED DIMENSION AND SCALED DRAWING OTHERWISE IN WRITING BY THE DESIGNER. FILL W/ CONCRETE (AS SHOWN)
DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE F =1250 PSI UNLESS OTHERWISE NOTED. "NVHC" CUPS BY NU -wE
FILL W/ CONCRETE "NVJH28" HANGER jL • 2- 2 "x8" 0 12" o/c P.T. JOISTS W NVJH28" HANGER AT EACH END
WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL, AND FIREPROOFING SHALL BE IN ACCORDANCE WITH ALL LOCAL BUILDING CODES. AS SHOWN BY NU -wE 2"x8" / / »
BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR; THAT ( ) 2- 2x8 CONT. P.T.
SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL PLATE W/ 3/4 "0 GALV. 3- 2"x12" 0 12" P.T. SCREWED TOGETHER (REFER TO PLAN)
INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND STRUCTURAL DESIGN CRITERIA: "L -1p A.B. 0 24" o/c
CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS AND
............ . ..........: . , .- ........., : ;.......... _..£ G ;____..£ : s.__.. ...£ ; I«...»...: a =. «. ...0 4 i...
ALL MECHANICAL AND ELECTRICAL OPENINGS. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ' ` ' ` `
Mq _ -•I i : -w = i F °_. 8 "X8" CONC. CAP W/ r
2 +007 AND OTHER REFERENCED CODES AND SPECIFICATIONS SHALL BE LATEST • `•""� ` «"`` CONT. I
, £.,�.. i.,.....,.,. £ F 2- #5 ........; i £ '"'°"••: � i_.. �.^ .,...,._.
CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK, EDITION AT THE TIME OF PERMIT.
AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND ENGINEER FOR € £`
APPROPIATE ACTION.
WIND LOAD CRITERIA:
#5 �t 48 » a/c VERT. IN _
CAST IN PLACE CONCRETE: a ° ' FILLED CELLS
BASIC VELOCITY -- 146 MPH, AT A HEIGHT OF 30 FT. (F,B.C. 2007) ° L ° "WF22" ° "WF22" , "WF22"
TO BE MIXED AND PLACED IN ACCORANCE WITH ACI 301. ALL REINFORCING
C
CONCRETE TO HAVE 2$ DAY COMPRESSIVE STRENGTH OF FI -3000 PSI., U.O.N. EXPOSURE CATEGORY: • ° ®• a • •® 4 • ® • • �• • P F•
G/C SHALL SUBMIT ALL CONCRETE MIX DESING FOR REVIEW. CO CRETE MIX SUBMITTAL BUILDING CATEGORY: 2 MATCH EXIST. a MATCH EXIST.
SHALL COMPLY WITH SECTION 4.3 OF A.G.I. 318 AND MUST SHOW STRENGTH DATA IMPORTANCE FACTOR: 1.0
AT 7, 14 AND 28 DAYS. STANDARD DEVIATION AND MODULOS OF ELASTICITY.
CONCRETE COMPRESSION TESTING TO COMPLY WITH LOCAL BUILDING CODES. PROVIDE GCPI = + -0.1$
CONCRETE INSERTS AS PER ARCHITECT OR MECHANICAL ENGINEER'S REQUIREMENTS. *} SEE ARCHITECTURAL DRAWINGS FOR REQ'D VENTS
DESIGN LOADS: & CRAWL SPACE ACCESS
PROVIDE CORNER BAR AT ALL BEAM INTERSECTIONS AND CORNERS. CORNERS
BARS SHALL BE SAME SIZE AND QUANTITY AS SCHEDULE BEAM REINFORCING SEE PLAN FOR LOADING INFORMATION.
EXTENDING 30" BOTH DIRECTIONS. I SECTION 2 SECTION
FOOTING NOTE: 52.1 3/4" =1' -0" S2.1 3/4"= 11-0"
CONCRETE REINFORCEMENT: NEW FOOTING DES /6N CAPACITY = 3,000 P.S.F PER SO /LS REPORT BY "DYNATECH
ENGINEERING" MA Y 6, 2009
WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318,
CRSI "MANUAL OF STANDARD PRACTICE ". BARS SHALL CONFORM TO ASTM
SPECIFICATION AG 15(51), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185.
CONCRETE COVER REQUIRED AS FOLLOWS:
* CAST AGAINST AND EXPOSED TO EARTH 3"
* FORMED, EXPOSED TO EARTH OR WEATHER
# 6 AND LARGER 2"
# 5 AND SMALLER 2"
* SLABS AND WALLS, NO WEATHER EXPOSURE
2 HR. FIRE RATING & LESS 1"
3 HR. FIRE RATING & MOSE 1"
CONTRACTION JOINTS IN SLABS IN SLABS & BEAMS MAY OCCUR WITHIN THE MIDDLE 1/3
PORTION OF THE SPAN. CONTRACTION JOINTS SHALL BE KEYED WITH 1 -1/2" KEY.
MIN. 3/4" CD PLYWD. W/ 8d NEW EXIST.
PRECAST CONCRETE LINTELS SHALL BE PROVIDED AT ALL MASONRY OPENINGS AS REQUIRED. MIN. 3/4" CD PLYWD. W/ 8d RING SHANK RING SHANK NAILS 0 8" o/c SEAL.
WHERE NO MASONRY EXISTS FOR LINTEL BEARING, PROVIDE DOWELS FROM COLUMN AND » p p » MIN. 3/4" CD PLYWD. W/ 8d I 1 -1/2" FULL KEYWAY W/ BONDING AGENT � _T
POUR IN PLACE. SHELF ANGLES MAY BE USED IN LIEU OF CAST CONCRETE (4 "x 4 "x 3/8'" NAILS ®8" o/c (4 a/c LEDGER) 2x12 12 o/c P.T. JOISTS (4" o/c LEDGER) RING SHANK NAILS 8" o/c FILL BLK. DELLS W/
WITH 2 3/4" DIA. ANCHOR BOLTS ). (4" o/c 0 LEDGER) GONCR. ®A. BOLTS 4 0 8" T. &B. (EA. WAY) ' REMOVE EXIST. BLK.
_..
LOCATIONS # WALL
p p
NVHG CLIPS BY NU -E _ NN
..................... . . . . .. ................. ...............................
STRUCTURAL STEEL: _._ . ' _ CLR. --- ::::::.: :::::::::.-
ALL STRUCTURAL STEEL SHALL BE DEATILED FABRICATED AND ERECTED ACCORDANCE WALL REINF. -- SLOPE
WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC}
"SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR' FILL BLK. CELLS W/ _ 1 -1/2 C • • ° '�'T a • -ten x
BUILDINGS ". STRUCTURAL STEEL TO BE DOMESTIC ORIGIN AND CONFORM TO: FILL W/ CONCRETE CONCR. sit A. BOLTS � ` % #3 (TYP.) o � i_... STEM
ANGLES &PLATES ASTM A36 (AS SHOWN} LOCATIONS »L -2» » p m L_ EXIST. W / " w
p p 2x12 ®t t 2 ? 1 -1 2 CLR. .. WALL "
PIPE ASTM A53, GRADE B 2- 2x8 CONT. PLATE W/ • "L -1" `; - SPACE ° ' 6" .mm . IN EPDXY
TUBES ASTM A50Q, GRADE B 3 /4 "tD GALV. A.B. ®24" a/c WALL REINF. 2 "x12» t2" o o/c P.T. •/'"
JOISTS �• •5 CONT. , �-+ �, Q ,, U
Q P.T. JOISTS _ ./ a ° (F EL VERIFY) " x
ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH 8 "X8" CONC. CAP W/ "NVJH28" HANGER BY NU -wE » • `D #5 024" IN FILLED
BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ SPECIFICATIONS. ALL ; ;
L -2" ® / _?.- CELLS
GRADE TO BE FIELD PAINTED AND COVERED WITH A
2- #5 CONT.
EL AT AND BELOW FINISHED .:.._..._; . ,._ ; , ,......_.; ; ;.... : :.......... . :......_.; , ; .... -, ... :.: .. . ° . :.: £ i.. ._ .-.. •--. v s ,.,., ., , .. a
W
__ :: w: ; :..,_.:: _.::: _�; i _ : -::.• - , : ; :.,_: _ < :. °...,,, a
MINIMUM OF 2 CONCRETE. CONTRACTOR TO VERIFY STRUCTURAL STEEL FIRE PROOFING
.._.,^ a. i— «.,.._i [ :.._.__.? _...., ` ^; i £._....,..., "s --- °• °°'£ £_...,e. i i j DO __ — s .. `C —: E i• — °i' °_ _ ,m..a s h"'1 Li .o a
WITH ARCHITECTURAL DESING. '
... _
0 5 0 48 o/c VERT. .
IN FILLED CELLS
TESTI
TING: .... _...
ALL TESTING SHALL BE MADE IN ACCORDANCE WITH THE F.B.C. 2004 RECOMENDATIONS,
• ° • • • • a ° ° 2- #5 TOP. & BOTT. " 4 ® EXIST. FTC. °
Q Q v - "WF54" "WF22" ® ° EXIST, FTG. WF18" ° Q a Q
GROUTING USED FOR SUPPORT OF BASE PLATES IS NON- SHRINKI GROUT 5000 P.S.I. "
WELDING MATCH EXIST. q• ° • • ®• • MATCH EXIST. ° 4 Q • ® • 4
Q
ALL WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) *) SEE ARCHITECTURAL DRAWINGS FOR REQ "D VENTS
"STRUCTURAL WELDING CODE STEEL" D1.1 - AND AS INDICATED ON THE STRUCTURAL & CRAWL SPACE ACCESS <
DRAWINGS. WELDING ELECTRODES. WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS
e
TEMPERATURES TO BE IN ACCORDANCE WITH "AWS" SPECIFICATIONS. ANY STEEL DAMAGED IN
WELDING TO BE REPLACED OR ACCEPTABLE REINFORCED. ALL WORK SHALL BE IN ACCORDANCE SECTION SECTION SECTION
WITH ALL LOCAL AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS, 3 5 SECTION 3/4"=I'-O"
52.1 3/4" = 1'4' 52.1 394" =1' -0" 52.1 1) VERIFY EXIST. CONDITIONS - REPORT 52.1 3 /4"" = 1" -0"
DISCREPANCIES FOR ACTION
MAXIMUM SLAB OPENINGS: 2) SEE ARCHITECTURAL DRAWINGS FOR VENTS IN
THE EQUIVALENT OF STEEL INTERRUPTED BY OPENINGS TO BE ADDED TO SIDE EXIST. WALL (VERFIY REQ'S.) CITY OF soUTH MIAMI
AT MINIMUM SPACING (2" C /C). BARS SHALL EXTEND WITH A MINIMUM LAP OF
4 -1/2" TIMES BAR NUMBER BEYOND OPENINGS. BUILDING
01 • S' old
NEW COL.
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Lu
z
10—ALL WALLS SHALL BE BRACED UNTIL THE STRUCTURE IS FULLY INSTALLED AND COMPLETED. NEW WALL REINFORCING BETWEEN NEW COLUMN BETWEEN EXIST. BEAM &
(Typ') EXIST. BEAM ;. FOOTING •• DETAIL
11—CONCRETE MASONRY # O GROUTED. • 1 SCALE) (NOT TO
�k
;
STANDARD HOOK (TYP.)
ROOF _
77E SPACING` (SEE SCHEDULE
FOR "S" SPACING)
VERT. STEEL
TIE SIZE (SEE sCHEDULE)
SEE DETAIL FOR
SIZE & REINFORCEMENT
` DOWELS TO MATCH COLUMN
REINF. SIZE AND NUMBER
TYPICAL CONCRETE COLUMN DETAIL
N.TS.
WON
BAR
L-- BOTT. BAR
HOOPS OR STIRRUPS
SPACED FROM SUPPORT
FACE AS SCHEDULED
0-36-1 0.35-2
F_ BAR
,— TOP BAR
NxWw
BOTTOM : • ' BARS
BENDING DIAGRAM • CAST IN PLACE
CONCRETE
STRUCTURI
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