HomeMy WebLinkAbout110 S Palmetto AveRevisiop e
Response to Comments
Permit # 162934
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date 6/14/2017
Project Address: 110 S. Palmetto Ave. Sanford FL 32771
Contact: Benjamin Paulus
Ph: 321-231-1067 Fax:
Email: Jennifer@benbuiltinc.com
Trades encompassed in revision: General description of revision: ~:
MF(O-1
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Building Using different system than originally planned when permit was pulled. Plumbing
Electrical
Mechanical
F/^ #%b Life
Safety tp Waste
Water ROUTING
INFORMATION Department
Approvals Utilities
Waste
Water Planning
Engineering
Fire
Prevention 0-
Building
lid
STOREFRONT NOT RATED FOR IMPACT.
THIS QUALIFIES PRODUCTS FOR INSTALLATIONS OUTSIDE HVHZ ONLY
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
YES 45-Fl
ALUMINUM FLUSH GLAZE STOREFRONT SYSTEM
DESIGN LOAD RATINGS FOR THIS SYSTEM TO BE LIMITED AS PER CHARTS
SHOWN ON SHEETS 2 AND 3.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY'WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR'
NON HIGH VELOCITY HURRICANE ZONE.
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER"
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANSHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN INTHESEDETAILS ARE
NOT PART OF THIS. APPROVAL. A
LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
THE CURRENT FLORIDA BUILDING CODE. s
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Reason:
I am approving this document 7 K K101 Date:
2015.07.02 12`:56:16-04'00' SHEET: 1 OF 5
I GLASS LOAD CAPACITY (PSF)
NOMINAL DIMS. (in) INSUL.LASS
DLO
WIDTH
DLO
HEIGHT
EXT.
I NT.
23.0
25.3
26.8
66T48 28.8
28.8
25.6
23.0
20.9
28.8
25.6
231.0
22.6
54
00
NOTE:
GLASS CAPACITIES ON- THIS SHEET ARE co
BASED ONASTME13OO-04(3SEC. GUSTS). AND
CHAPTER 170FTHE FBCFOR SIZES l OTHER THAN TESTED.
1/4"ANN.
GLASS 1/4" HEAD
STREN'D GLASS 1/4"TEMP.
GLASS AIR SPACE GLASS
o oa
L114"
MULLION DESIGNLOAD
CAPACITY - PSF NOMINALDIMS. DESIGN 60
66
72
GLAZING
DETAIL
TT
m MULLION
DESIGN
LOAD
CAPACITY - PSF NOMINAL DIMS. DESIGN
PRESSURE WIDTH
W
FRAME
HEIGHT EXT.
INT.
42
STANDARD
MULLION
ANCHOR LOAD CAPACITY - PSF
EXT. (+) & INT. (-)
NOMINAL DIMS. ANCHORS
TYPE W
ANCHORS
TYPE'B' WIDTH (W) FRAME HEIGHT
24.0
60.0
90.6 108.0
30.0 72.5 108.0
36.0 60.4 96.1
42.0 51.8 82.4
48.0 45.3 72.1
54.0 40.3 64A
60.0 36.3 57.7
66.0 33.0 52.4
72.0 30.2 48.1
24.0
66.0
82.4' 108.0
30.0 65.9 104.9
36.0 54.9 87.4
42.0 47.1 74.9
48.0 41.2 65.5
54.0 36.6 58.3
60.0 33.0 52.4
66.0 30.0 47.7
72.0 27.5 43.7
24.0
72.0
75.5 108.0
30.0 60.4 96.1
36.0 50.3 80.1
42.0 43.2 68.7
48.0 37.8 60.1
54.0 33.6 53.4
60.0 30.2 48.1
66.0 27.5 43.7
72.0 25.2 40.1
24.0
78.0
69.7 108.0
30.0 S5.8 88.7
36.0 46.5 73.9
42.0 39.8 63.4
48.0 34.9 55.5
54.0 31.0 49.3
60.0 27.9 44.4
66.0 25A 40.3
24.0
84.0
64.7 103.0
30.0 51.8 82.4
36.0 43.2 68.7
42.0 37.0 58.9
48.0 32.4 51.5
54.0 28.8 45.8
60.0 25.9 41.2
ANCHOR LOAD CAPACITY - PSF
EXT. (+) & INT. (-)
NOMINAL DIMS. ANCHORS
TYPE W
ANCHORS
TYPE 'B' WIDTH (W) FRAME HEIGHT
24.0
90.0
60.4 96.1
30.0 48.3 76.9
36.0 40.3 64.1
42.0 34.5 54.9
48.0 30.2 48.1
54.0 26.9 42.7
24.0
96.0
56.6 90.1
30.0 45.3 72.1
36.0 ' 37.8, 60.1
42.0 32.4 51.5
48.0 28.3 45.1
54.0 ." . 25.2 40.1
24.0
102.0
53.3 84.8,
30.0 42.6 67.9
36.0 35.5 56.5
42.0 30.5 48.5
48.0 26.7 42A
24.0
108.0
50.3 80.1
30.0 40.3 64.1
36.0 33.6 53.4
42.0 28.8 45.8
48.0 25.2 40.1'
24.0
114.0
47.7 75.9
30.0 38.2 60.7
36.0 31.8 50.6
42.0 27.3 43.4
24.0 -
120.0
45.3 72.1
30.0 36.3 1 57.7
36.0 30.2 48:1
42.0 25.9 41.2
INTERMEDIATE
HOP17nK]TAI S
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WIDTH (W) _
W1 + W2
2
HEAD/SILL ANCHORS SPACING:
OPTION #1:
ANCHORS AT 16" O.C. MAX. AT HEAD AND SILL
OPTION #2:
ONE ANCHOR AT EACH SIDE OF MULLION
1) INTERMEDIATE ANCHOR READ. AT HEAD AND SILL
ONLY WHEN SPACING IN BETWEEN MULLIONS EXCEEDS 48 INCHES.
INTERMEDIATE ANCHOR
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TYPICAL ANCHORS TYPICAL ANCHORS
EE ELEV.'FOR SPACING SI
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4 CONCRETE -a
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TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE'A' - 1/4" DIA. TAPCON BY'ITW' (Fu= 120 KSI,-Fy= 92 KSI)
TYPE'B' - 1/4" DIA. ULTRACON BY'ELCO' (Fu= 177 KSI, Fy= 155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC.
1-3/4" MIN. EMBED INTO CONC.
DIRECTLY INTO CONC.
1-3/4" MIN. EMBED INTO CONC.
TYPE 'B' - 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO METAL STRUCTURES
STEEL: 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM: 1/8: THK. MIN. (6063-T5,MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ANCHOR EDGE DISTANCE
INTO CONCRETE = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN.
C-90 HOLLOW/FILLED,BLOCK AT JAMBSfm = 2000 PSI MIN.
SEALANTS:
ALL FRAME CORNERS SEALED WITH JOINT SEALANT
TY
SEE ELEV. FOR SPACING
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4.501
3.501
F
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FRAME HEAD/JAMB/MULLION
1.315
T
2
0.874 0.071
3.5
4.476
FRAME SILL
4.476
1— 1.315
0.087
0.102
2
0.878
1.315-1.847-1.315
FRAME HORIZONTAL
T :
1283 {
I0. 55
1.30 1.196
L
1.087
GLAZING STOP
2.438
SILL FLASHING (OPTIONAL)
SUBSTRATE
BY OTHERS
TYPICAL ANC
SEE ELEV. FOR
0.713 }
0.087 1.847 3.5
4
1
0.374
POCKET FILLER
0.374 tT
0.087
3.5
SNAP IN COVER
ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 E9-1013 AS READ. FRAME HEAD/JAMB/MULLION 6007T5
2 E9-1089 AS REOD. FRAME SILL 6063-T5
3 E9' 1016 AS REQD. FRAME HORIZONTAL 6063-T5
4 E9-1015 AS READ. GLAZING STOP" 6063-T5
7 E9-1012 AS REQD. POCKET FILLER 6063-T5
8 BE9-2578 AS REQD. SILL FLASHING 6063-T5
9 E1-1054 AS REQD. SNAP IN COVER, 2-1/2" LONG 6063-T5
10 E2-0052 AS REQD. GLAZING GASKET EPDM
11 E2-0020 AS REQD. SETTING BLOCK EPDM
12 PC-1216 2/ CORNER I ASSEMBLY SCREWS FHSMS CRS 12 X 1" PPH SMS
EXTERIOR
FRAME WIDTH
i 1 3/8„ METAL STRUCTURE
TYPICAL ANCHORS
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1229 HWY 441 BYPASS
DUBLIN,GEORGIA'31021
PH: (478) 277-1955 FX:(678)838 6001.
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