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SIMON PROPERTY GROUP
GLAZING SHOP DRAWINGS
FOR
PASION DEL CIELO
5701 SUNSET DR I SUITE C11 C
SOUTH MIAMI, FL 33143
DESIGN CRITERIA
SHEET TITLE
GENERAL NOTES
GENERAL NOTES AND PLAN
100
ENLARGED PLANS, ELEVATIONS, DETAILS
2010 FLORIDA BUILDING CODE
STEEL DETAILS n
1. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
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WIND LOADS PER ASCE 7 -10:
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2. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISHES
OR STUCCO.
—BASIC WIND SPEED: 186 MPH
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— EXPOSURE CATEGORY: C
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3. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /ALUMINUM, THAT
COME IN CONTACT WITH OTHER
DISSIMILAR
MATERIALS SHALL MEET THE
— IMPORTANCE FACTOR: 1
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REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE SECTION 2003.8.4
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—WIND DIRECTIONAL FACTOR Kd: .85
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—MEAN ROOF HEIGHT: 62 FT
4. ALL STEEL PLATES TO BE A36, ALL STEEL TUBING TO BE A500, GRADE
B (Fy =46 KSI).
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5. ALL WELDING TC BE PER THE AWS SPECIFICATIONS.
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GLAZING SYSTEMS
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6. WOOD BUCKS TO BE 1X OR 2X FULL DEPTH OF GLAZING FRAMES
TO SUBSTRATE AS FOLLOWS: 1/4" TAPCON
WITH 1-1/4" EMBED ® 12"
A. STOREFRONT — LARGE MISSILE IMPACT
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O.C. INTO CONCRETE OR #14 SMS /TEKS ® 12" O.C. INTO METAL.
PROVIDE CLUSTER OF [2] AT JAMB ENDS AND EACH SIDE OF MULLION,
NOA # 14- 0203.01
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AND MUST ADHERE TO EDGE DISTANCE AND SPACING LIMITATIONS.
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SERIES "3000— RESISTOR" ALUMINUM STOREFRONT /WINDOW
WALL SYSTEM
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MANUFACTURER: TRUELITE GLASS & ALUMINUM SOLUTIONS,
LLC
7 DLGE WILL NOT PROVIDE A STATEMENT OF INSPECTION UNLESS CALLED PRIOR TO INSTALLATION.
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GLAZED WITH:
8. SHOP DRAWING COVER STRUCTURAL REQUIREMENTS ONLY.
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9/16" THICK OVERALL LAMINATED GLASS
9. FOR FINISHES SEE ARCHITECTURAL DRAWINGS.
INBOARD: 1/4 HEAT STRENGTHENED GLASS
INTERLAYER: 0.090" SENTRYGLASS INTERLAYER BY "DUPONT"
10. ALL SHIMS TO BE 1/4" MAX.
OUTBOARD: 1/4 HEAT STRENGTHENED GLASS
11. G.C. TO PROVIDE OR REPLACE FIRE PROTECTION ON ALL STRUCTURAL MEMBERS, NEW AND EXISTING, AS NECESSARY, TO MEET FIRE RATING
B. ENTRANCE DOOR — LARGE MISSILE IMPACT
REQUIREMENTS BY APPLICABLE CODES.
NOA # 13- 0325.02
SERIES "HC- 5000" ALUMINUM OUTSWING DOOR W /WO REINFORCED
12. G.C. TO PROVIDE CLEANIN'S AND SPOT PRIME AT ALL RUSTED AREAS AND APPLY PROPER COATINGS
FOR PROTECTION OF METAL.
LOCK— STILES
MANUFACTURER: ALUMEX INDUSTRIES, LLC
GLAZED WITH:
SCOPE OF WORK
9/16" THICK OVERALL LAMINATED GLASS
INBOARD: 1 /4" HEAT STRENGTHENED GLASS
INSTALLATION OF NEW STOREFRONT AND STOREFRONT FRAMING IN EXISTING OPENING, AND STRUCTURAL
STEEL NECESSARY FOR LATERAL
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INTERLAYER: 0.090 �� SAFLEX PVB INTERLAYER BY EASTMAN
SUPPORT
CHEMICAL CO."
OUTBOARD: 1/4" HEAT STRENGTHENED GLASS
ABBREVIATIONS
® AT DWG. DRAWING
MIN.
MINIMUM N.I.C. NOT IN CONTRACT
SMS SHEET METAL SCREW
SYSTEM
ABBREVIATIONS
ALUM. ALUMINUM EA. EACH
MIR.
MIRROR O.C. ON CENTER
STL. STEEL
ATT. ATTACHED E.DIST. EDGE DISTANCE
MTL.
METAL O.D. OUTSIDE DIAMETER
STRUCT. STRUCTURE
CW
CURTAIN 'NALL
BLDG. BUILDING EMBED. EMBEDMENT
N.I.C.
NOT IN CONTRACT OPG. OPENING
THK. THICK
ED
ENTRANCE DOOR
BOT. BOTTOM EXIST. EXISTING
HORIZ. HORIZONTAL P.T. PRESSURE TREATED
TYP. TYPICAL
FX
FIXED WINDOW
C.C. CENTER TO CENTER F.D. FRAME DIMENSION
HSS
HOLLLOW STRUCTURAL SECTION PL. PLATE
U.O.N. UNLESS OTHERWISE
HM
HOLLOW METAL DOOR
C.L. CENTER LINE H. HEIGHT
M.O.
MASONRY OPENING R. RADIUS
NOTED
HR
HORIZONTAL ROLLER WINDOW
CLG. CEILING HORIZ. HORIZONTAL
MAT'L.
MATERIAL R.O. ROUGH OPENING
V.I.F. VERIFY IN FIELD
LV
LOUVER
COL. COLUMN HSS HOLLLOW STRUCTURAL SECTION MAX.
MAXIMUM REINF. REINFORCEMENT
VERT. VERTICAL
SF
STOREFRONT
CONC. CONCRETE M.O. MASONRY OPENING
MFR.
MANUFACTURER REINF'D REINFORCED
W. WIDTH
SGD
SLIDING GLASS DOOR
CONT. CONTINUOUS MAT'L. MATERIAL
MIN.
MINIMUM REQ'D. REQUIRED
W/ WITH
SH
SINGLE HUNG
D. DEPTH MAX. MAXIMUM
MIR.
MIRROR SIM. SIMILAR
WD. WOOD
SKL
SKYLIGHT
DIA. DIAMETER MFR. MANUFACTURER
MTL.
METAL SL. SLOPE
WW
WINDOW WALL
SYMBOL LEGEND
DETAIL NUMBER (TYP.)
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OX XX -XX
X - X
LOAD= + XX•X PSF
SHEET NUMBER (TYP.)
XX XX
T.O. -
- XX.X PSF
NORTH ELEVATION OVERALL
SECTION TAGS DETAIL TAGS SYSTEM WINDOW
COLUMN SYSTEM ID
ELEVATION
WIND LOAD
ARROW TAG ELEVATION TAG
DETAIL TAG TAG
TAG TAG
MARK TAG
DIMENSIONS SHOWN ARE NOMINAL, GLAZING / STEEL FABRICATOR TO OBTAIN FIELD DIMENSIONS PRIOR TO FABRICATION
THE EXISTING STRUCTURE AND SUBSTRATE SHOULD BE VERIFIED, BY OTHERS, TO SUPPORT THE LOADS IMPOSED BY THE GLAZING SYSTEM
CONTRACTOR TO REPORT ANY DEVIATIONS BETWEEN FIELD CONDITIONS AND DETAILS SHOWN ON THESE DRAWINGS TO DLG ENGINEERING PRIOR TO INSTALLATION
INDEX OF DRAWINGS
SHEET
SHEET TITLE
000
GENERAL NOTES AND PLAN
100
ENLARGED PLANS, ELEVATIONS, DETAILS
200
STEEL DETAILS n
PROJECT
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SCALE 1,18.. = 1' -0' N
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REVISIONS
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No
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DATE
10 -29 -2014
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DATE
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SCALE
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DRAWN
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CHECKED BY
PROJECT
14 - 021
DRAWING NO.
SD14- 021 -00
SHEET
000