HomeMy WebLinkAboutB16-0088_1.1_1478907637.pdfSPECIFICATIONS
REFERENCE MATERIAL AVAILABLE
ARCHITECTURALS YES
NO
GLASS DESCRIPTION
SYMBOL
SYMBOLS
GLASS SIZE CALCULATION
D.L.O. +
PRODUCT
ABBREVIATIONS
SHEET DESCRIPTION
CORRECTIVE PROCEDURE
ALUMINUM
BASIC
WIND
SPEED
MPH
ULT
EXTERIOR
CUSTOMER APPROVAL
ZONE
IF ANY CORRECTIVE WORK IS REQUIRED ON THIS JOB, THE FOLLOWING PROCEDURE
MUST BE ADHERED TO.
BEFORE ANY CORRECTIVE WORK IS BEGUN, THE PROJECT MANAGER AT A.D.I. MUST BE
CONTACTED. THE DETAILS OF THE PROBLEM ALONG WITH RECOMMENDATIONS ON THE
CORRECTIVE REQUIREMENTS SHOULD BE ADDRESSED AT THAT TIME. ONCE THE
PROJECT MANAGER HAS THIS INFORMATION, COURSES OF ACTION WILL BE EVALUATED
WITH OTHER INTERNAL PERSONNEL. AUTHORIZATION WILL BE PROVIDED IF REWORK IS
TO BE PERFORMED. THEN AND ONLY THEN CAN SUCH REWORK BE UNDERTAKEN.
DEPTH
WIDTH
MEASURED CENTER LINE OF BLOCK TO EDGE OF HORIZONTAL
8"
PRODUCT DESCRIPTION
PRODUCT
970-257-7509
970-257-7166
Grand Junction, Colorado
PHONE
FAX
549 South 10th st.
PINNACLE
81501
GLASS,
CO.
ã
DRAFTING
PRODUCED BY:
ASPEN
ENGINEERING NOTES
101
HW-7
A
LB.
WIND LOAD
#
LB.
DEAD LOAD
#
SEISMIC
LB.
#
1
3.1
1
2
4.1
S
1. ANY ITEMS NOTED AS " WOOD BLOCKING", " STRUCTURAL BLOCKING", OR SIMILAR MUST BE
CONTINUOUS AND SUFFICIENT TO PREVENT BENDING OF ANY PENETRATING FASTENERS. DESIGN OF
BLOCKING IN BY OTHERS.
2. ALL PERIMETER FASTENERS INTO CONCRETE ARE BASED ON 3000 P.S.I. NORMAL WEIGHT CONCRETE
U.N.O.
3. ALL PERIMETER FASTENERS INTO STEEL STUD/ TRACK/LIGHT GAUGE FRAMING IS BASED ON 16ga.
MINIMUM MATERIAL THICKNESS FOR PULL OUT/ SHEAR VALUES UNLESS NOTED OTHERWISE.
4. ALL PERIMETER FASTENERS INTO STRUCTURAL STEEL SHAPES/ MISCELLANEOUS PLATES ETC. ARE
BASED ON 1/4" MINIMUM MATERIAL THICKNESS UNLESS NOTED OTHERWISE.
5. WIND LOAD POSITIVE/ NEGATIVE PRESSURE VALUES SHOWN IN PERFORMANCE SPECS MAY BE
INTERPOLATED FOR TRIBUTARY AREAS BETWEEN VALUES SHOWN.
1. THESE DRAWINGS REPRESENT INNOVATIONS NA INTERPRETATION OF ARCHITECTURAL INFORMATION
PROVIDED AND APPLICATION OF PRODUCTS SHOWN TO SATISFY DESIGN REQUIREMENTS. IT IS
IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND FUNCTIONALLY WITH
RESPECT TO ACTUAL ARCHITECTURAL INTENT BY GENERAL CONTRACTOR AND ARCHITECT. A. D.
RELINQUISHES RESPONSIBILITY FOR INACCURATE DIMENSIONS AND RECOMMENDS ALL ELEVATIONS AND
CONNECTIONS BE REVIEWED BY A LICENSED ENGINEER.
2. ALL DIMENSIONS SHALL BE FIELD VERIFIED AND/OR APPROVED BY ARCHITECT AND OR GENERAL
CONTRACTOR PRIOR TO GLASS ORDERING AND FABRICATION.
3. INNOVATIONS NA/ WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE USE
OF THESE DRAWINGS FOR SIZING AND ORDERING OF MATERIALS OR LABOR BY OTHER TRADES.
4. ALL ITEMS MARKED "NBGC" ARE NOT BY GLAZING CONTRACTOR AND ARE SHOWN FOR INFORMATION
ONLY.
5. MATERIALS FOR THIS PROJECT WILL NOT BE RELEASED, NOR WILL FABRICATION PRINTS BE PREPARED
UNTIL RECEIVES RETURNED "APPROVED" PRINTS, OR "APPROVED AS NOTED" PRINTS.
6. REQUEST FOR REVISIONS AFTER HAS BEEN RELEASED FOR FABRICATION WILL RESULT IN
HANDLING CHARGES AND ENGINEERING CHARGES PLUS THE COST OF THE FABRICATED MATERIALS (IF
FABRICATED). DELAYS TO DELIVERIES MAY RESULT DUE TO CHANGES OF THIS NATURE. THIS MUST BE
APPROVED IN WRITING PRIOR TO REVISIONS BEING COMPLETED.
7. PROJECT MATERIALS MUST BE PROTECTED IMMEDIATELY FROM STAINING BY WET CARDBOARD PAPER
AND FROM THE ACTION OF HARSH ALKALIS AND SAND IN CONCRETE, STUCCO, MORTAR OR PLASTER.
THE SETTING OF THE PROJECT MATERIALS PRIOR TO THE SETTING OF THE OTHER MATERIALS REQUIRES
GENERAL CONTRACTOR TO CLOSELY SUPERVISE OTHER TRADES SO AS TO PREVENT MARRING OR
DISCOLORATION FROM ANY CAUSE. A. A BITUMINOUS PAINT/ZINC CHROMATE FINISH OR EQUAL, SHOULD
BE USED TO PREVENT ALUMINUM SURFACES FROM COMING IN CONTACT WITH STEEL, CONCRETE OR
ANY OTHER DISSIMILAR MATERIAL.
8. ALL GASKET JOINTS, BUTT JOINTS, LAP JOINTS, HEEL BEADS, TOE BEADS AND CAP BEADS SHOULD BE
SEALED WATERTIGHT FOLLOWING SEALANT MANUFACTURER RECOMMENDATIONS AS TO SIZE, METHOD
OF APPLICATION AND COMPATIBILITY WITH ADJOINING MATERIAL.
9. ALL GLASS AND FINISHED MATERIAL MUST BE PROTECTED DURING WELDING OPERATIONS,
FIREPROOFING OR ANY OTHER PROCESS THAT MAY BE HARMFUL TO THE APPEARANCE OR
PERFORMANCE OF THE PROJECT MATERIALS.
10. THE BUILDING STRUCTURE AND COMPONENTS THEREOF MUST BE CAPABLE OF SAFELY CARRYING
THE LOADS IMPOSED UPON IT BY THE PROJECT MATERIALS, INCLUDING DEAD LOADS, WIND LOADS AND
SHOWN HEREIN ON DRAWINGS AND OR CALCULATIONS, THERMAL LOADING, SEISMIC LOADING, LIVE
LOADING, ETC. (GENERAL CONTRACTOR TO VERIFY THIS WITH ENGINEER OF RECORD)
11. THE ROUGH OPENINGS PROVIDED MUST BE SQUARE AND WITHIN SPECIFIED BUILDING TOLERANCES.
12. THESE DRAWINGS SHOULD BE USED IN CONJUNCTION WITH ALUMINUM MANUFACTURES PUBLISHED
INSTALLATION INSTRUCTIONS.
DEAD LOAD
WORK POINT
DOOR NUMBER
REVISION
NUMBER
A
SETTING BLOCK
LOCATION
DETAIL REFERENCE (TYPICAL):
B
DETAIL NUMBER
SHEET NUMBER
INSULATED GLASS UNIT
SURFACE ILLUSTRATION
YES
NO
YES
NO
YES NO
NUMBERS:
LATEST DATE:
MILL FINISH
CLEAR ANODIZED - CLASS II
BRONZE ANODIZED
CHAMPAGNE ANODIZED
MEDIUM BRONZE ANODIZED
1 3/4"
MANKO 450 STOREFRONT
4 1/2"
GENERAL NOTES
PGC
PGC
PGC
SHEET INDEX
WIND LOAD PERFORMANCE SPECIFICATIONS
116
2015 IBC
C
1.0
II
55'
190'
25.1 21.6
31.0 24.1
175"
3/4"
1 DETAIL
SCALE: 6" = 1'-0"
3 A3.24
2 S4.10
1 FRAME ELEVATION
SCALE: 1/2" = 1'-0"
1ST FLOOR
1'-10 1/4"
MANKO 450 STOREFRONT 5/8"
1/3.1
2/3.1
INSULATION
BRICK
PLYWOOD
CONCRETE
SEALANT
CMU
WOOD
STUCCO
GRAVEL GYP BOARD
CODE:
EXPOSURE:
IMPORTANCE FACTOR:
BUILDING CATEGORY:
MEAN ROOF HEIGHT:
BUILDING LEAST WIDTH:
ZONE 4: TYPICAL ZONE
ZONE 5: CORNER ZONE
ALLOWABLE
DEFLECTION
FRAME HEIGHT < 13'-6"
= L/
FRAME HEIGHT ≥ 13'-6"
= L/240 + 1/4",
PRINT NAME:
SIGNATURE:
MAX/LITE =
AREA
10
4
5
NOTE SHEET 1 1.1
2
3
PAGE
4
FRAME ELEVATIONS
3.2
5
DETAILS
4.1
6
7
4.2
8
10
11
14
15
17
18
19
20
21
22
23
24
26
27
29
30
31
32
34
35
37
38
39
42
45
46
48
49
51
52
54
55
56
57
59
60
62
63
64
66
69
70
72
73
75
76
78
79
80
81
82
83
84
85
86
1/4 PTS.
NOTES FOR BLOCKS AT NONSTANDARD LOCATIONS
1/8 PTS.
WARM EDGE
SPACER
SURFACE 3
SURFACE 4
CONVENTIONAL
SPACER
SURFACE 2
SURFACE 1
REACTION @
WIND LOAD
REACTION @
SEISMIC LOAD
RE: ARCH./STRUCT. SHEET NUMBER
RE: ARCH./STRUCT. DETAIL NUMBER
ALUM. ENTRANCES
& STOREFRONTS
FINISH HARDWARE
GLASS & GLAZING
ADDENDUM'S
LATEST DATE:
STRUCTURALS
GLASS SCHEDULE
COMMENTS
ERECTION MARKS
COVER SHEET 1
MATERIAL SYMBOLS
1/4" CLEAR ANNEALED
VALUE ABOVE IS MFR. RECOMMENDATION: INSTALLER TO ADJUST FOR GLASS TOLERANCES.
INTERIOR
STAMPS
SETTING BLOCKS
FINISH SPECS
1.0
WIND LOAD
SPLICE
ANCHOR
LOCATION
HARDWARE TYPE
GLASS TYPE
GRID LINE
DOOR REFERENCE:
SHEET NUMBER
DETAIL NUMBER
1/4" CLEAR TEMPERED
CLEAR ANODIZED - CLASS I
PAINT -
DARK BRONZE ANODIZED
BLACK ANODIZED
STEEL
EARTH
DATE:
100
9
12
13
16
25
28
33
36
40
43
44
47
50
53
58
61
65
67
68
71
74
77
REACTION @
DEAD LOAD
ELEVATION
MARK
ELEVATION LABEL:
DETAIL LABEL:
MATCHLINE
A.F.F. ABOVE FINISH FLOOR
A.S. AIR SPACE
A.D. ANCHOR DIMENSION
A.R. ARCHITECTURAL REFERENCE
B.O.M. BOTTOM OF MULLION
C.L. CENTER LINE
C.O.C. CENTER OF CLIP
C.T.C. CENTER TO CENTER
C.T.R. CENTER TO ROUGH OPENING
C.T.S. CUT TO SIZE
D.T.E. D.L.O. TO EDGE OF GLASS
D.L.O. DAYLIGHT OPENING
D.O. DOOR OPENING
E.O.O. EDGE OF GLASS
E.T.D. EDGE OF GLASS TO D.L.O.
E.T.M. END OF MULLION
F.T.C. FACE OF CAN
F.D. FRAME DIMENSION
F.F. FINISHED FLOOR
F.S. FRAME SIZE
G.S. GLASS SIZE
H.S. HEAT STRENGTHENED
I.L. INSERT LENGTH
M.L. MULLION LENGTH
N.B.G.C. NOT BY GLAZING CONTRACTOR
N.T.S. NOT TO SCALE
O.D. OPENING DIMENSION
R.L. RAFTER LENGTH
REF. REFERENCE DIMENSION
R.O. ROUGH OPENING
R.T.B. ROUGH OPENING TO BOTTOM
OF MULLION
R.T.C. ROUGH OPENING TO CENTER
R.T.T. ROUGH OPENING TO TOP OF
MULLION
S.L. STOCK LENGTH
T.O.M. TOP OF MULLION
T.T.R. TOP OF MULLION TO R.O.
T.T.T. TOP OF MULLION TO TOP OF
MULLION
T.O.S. TOP OF STEEL
W.P. WORKING POINT
A GLAZING ADAPTER
AN ANCHOR
BR BRAKE SHAPE
CH HEAD CHANNEL
CL CLIP
G FRAME GASKET
GB GLAZING BEAD
GT GUTTER
H HORIZONTAL
HB HORIZONTAL PRESS. BAR
HC EXT. HORIZONTAL COVER
HT INT. HORIZONTAL TRIM
P PURLIN
PB PRESSURE BAR
R RAFTER
S INT. STOOL/ CEILING TRIM
SC SILL CHANNEL
SC STARTER CHANNEL
SP SPLICE SLEEVE
V VERTICAL
VB VERTICAL PRESS. BAR
VC EXT. VERTICAL COVER
VG VERTICAL GLAZING ADAPTER
VP VERTICAL PRESS.
VT INT. VERTICAL TRIM
WELD
41
2 1/2"
MANKO 250 CURTAINWALL
6"
MANKO 250 CURTAINWALL 1"
C 9/16" TEMPERED LAMINATED
VARIES
MANKO W.S. DOORS WITH 10" BOTTOM RAIL
1 3/4"
FRAME ELEVATIONS
3.1
DETAILS
DETAILS
5.1
Occupancy Type: R-2
Building Type: II-FR
1
06/01/16