HomeMy WebLinkAboutSLIDING DOOR SET UP-INSTALLATIONS1%4"V
SCANNED
BY
St. Lucie County
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES-750
ALUMINUM SLIDING GLASS DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
6" HEAT STREN'D GLASS
090" Interiayer
SentryGlos
By 'Kuraray America, Inc.'
6" HEAT STREN'D GLASS
GLASS TYPE 'A'
7/16" OVERALL LAM. GLASS
I
OX (SHOWN)
XO
APPROVED CONFIGURATIONS
SILICONE
DOW 899
TEMP. GLASS
3/8" AIR SPACE
6" HEAT STREN'D GLASS
090" Interlayer
SentryGlas
By 'Kuraray America, Inc.
6" HEAT STREN'D GLASS
SILICONE
DOW 899
0 � �
\ CARDINAL XL
\ 29 EDGE SPACER
ST. STEEL
GLASS TYPE 'AI'
1" OVERALL INSUL LAM. GLASS
GLAZING OPTIONS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE�aC/+OUNTY
BOCC
LAMINATED GLASS
INSUL. LAM. GLASS
LARGE MISSILE IMPACT
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�O�i .� TEOF �y�� drawing no.
Mismi'D/adep^r6�ductCaattal %` `� •• ��oP..'�®`L,` 18-20D
4 3/8"
5" MAX. 12 1/2-
HEAD MAX.
CORNERS HEAD
--
96"
CLUSTER OF
6 ANCHORS
AT INTERLOCK ENDS
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CORNERS
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6 ANCHORS
AT INTERLOCK ENDS
TYPICAL ELEVATION
ox
ALTERNATE SIZE UNITS:
MAX. FRAME AREA OF DOORS NOT TO EXCEED
THE TESTED FRAME AREA OF 64 SO. FT.
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AT INTERLOCK ENDS
TYPICAL ELEVATION
MAXIMUM DESIGN LOAD RATING = + 70.0 PSF ox
(FOR SIZES SHOWN ABOVE OR SMALLER) - 130.0 PSF
EXTERIOR(+) LOADS SHOWN ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS.
FOR 2" SILL HEIGHT LIMB EXT.(+) LOADS TO 47.0 PSF
DOORS WITH 1" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE
SEE SHEET 3 FOR DETAILS
DAYLITE OPENINGS WIDTHS:
PANEL WIDTH -
7.125"
DAYLITE OPENING
HEIGHT:
PANEL HEIGHT -
6.50"
PANEL HEIGHT =
DOOR FRAME HEIGHT - 1.5625"
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Date _
NOAA
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
J
CONCRETE
3 K§b UIN. .
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1BY OR 28Y WOOD BUCK
NOTE SHEET i)
40NCRETE
°/(SEE
'$' �KSI MIN.I
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
EDGE DIST. 3-1/8"
METAL
STRUCTURES
1/8" THK.
(SEE SHEET 4)
ANCHORS
FOR
LOAD BEARING SHIMS 1¢
OR
POURED & HARDENED
HIGH STRENGTH GROUT 13
NON -SHRINK, NON-METALLIC
f'c = 5000 PSI MIN.
x
f=J Mw
=
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SILL WITHOUT RISER m LIMIT MAX.LIMIT MAX.
NOT APPROVED FOR EXT.(+) LOADS EXT.(+) LOADS
WATER INFILTRATION RESISTANCE TO 47.0 PSF TO 70.0 PSF
SILL HEIGHTS VS WATER RESISTANCE EXT.(+) LOAD
r------------------------------
I MIAMI—DADE COUNTY APPR'D MULLION II
SEE SEPARATE NOA m !I
I (SEE SHEET 4) II
I I( Imj 3-1�/B� (Ill I I
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
WEEPHOLES:
W1 = 1-1/2" LONG NOTCH AT EACH END.
W2 = 3/16" X 7/8" LONG WEEP NOTCH AT 5" FROM ENDS
AND 21-1/2" O.C.
W3 = 3/16" X 7/8" LONG WEEP NOTCH AT 3" FROM ENDS
AND 22-1/2" O.C.
PILE PADS:
P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION
1-1/16" LONG X 7/16" WIDE X 7/16•' HIGH
P2 = SELF ADHESIVE PILE PAD
1" X 3/8" X 1/4" HIGH
P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN
2-1/2" X 1" X 3/8" HIGH
P4 = OPEN CELL FOAM AT INTERLOCK
2" LONG X 1-7/16" WIDE X 7/16" HIGH
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drawing no.
O TDB;.•'
1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
- FTYAT HEAD — — — — —
PE 'A'— 1 /4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI)
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE
TYPE 'B'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
1-3/4" MIN. EMBED
TYPE 'C'— 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —
— — — AT SILL — —
[—TYPE 'B'— 5/16" DIA, ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
2' MIN. EMBED
—AT JAMBS— —
[—TYPE 'A'— 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. OR BLOCKS
1-1/4" MIN. EMBED INTO CONC. OR BLOCKS
TYPE 'B'— 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONC. OR BLOCKS
TYPE 'C'— 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
L— —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f e = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
J
� EDGE
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
GONGR�TE: < .:
34KSl MIN.: f:
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TYPICAL ANCHORS
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E TYPICAL ANCHORS SEE ELEV. Z q n m
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FOR SPACING
AND QUANTITY
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ITEM, #
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E701
1
FRAME HEAD (2 TRACK)
6005—T5
—
2
E702
1
FRAME SILL (2 TRACK)
6005—T5
—
3
E703
2
FRAME JAMB (2 TRACK)
6063—T6
—
4
E704
2/ PANEL
PANEL TOP AND BOTTOM RAIL
6063—T6
—
5
E705
AS RQD.
PANEL LOCK STILE
6063—T6
—
6
E730
AS READ.
PANEL H.D. OUTER INTERLOCK
6063—T6
—
7
E707
AS READ.
PANEL INNER INTERLOCK
6063—T6
—
10
E710
AS REQD.
GLAZING BEAD 7/16" LAMINATED GLASS
6063—T6
—
11
E711
AS REQD.
GLAZING BEAD 1" INSULATED GLASS
6063—T6
—
13
E713
AS REQD.
2" SILL RISER
6063—T6
—
14
E714
AS REQD.
2-3/4" SILL RISER
6063—T6
—
15
E715
AS REQD.
FIXED PANEL CUP (CONTINUOUS)
6063—T6
—
17
E717
AS REQD.
INTERLOCK STIFFENER (FULL PANEL LENGTH)
6063—T6
—
18
#10 X 3/4" HWH SMS
AS REQD.
FRAME ASSY. SCREWS
ST. STEEL
—
18A
#10 X 1" FH SMS
AS REQD.
PANEL ASSY. SCREWS
ST. STEEL
—
19
#8 X 1/2" PH SMS
2/CUP
FIXED PANEL CUP SCREWS
ST. STEEL
AT 3" FROM ENDS & 16" O.C.
20
#10 X 1-1/4" PH SMS
1/ ROLLER
ROLLER INST. SCREWS
—
NOT SHOWN
21
WEATHERSTRIP
AS REQD.
FRAME AND PANEL WEATHERSTRIP
—
FIN SEAL .190 HIGH BY ULTRAFAB
22
E235
AS REQD.
INTERLOCK BUMPER BULB
SANTOPRENE
ULTRAFAB
23
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
24
PR03-6005
2/ MOV. PANEL
TANDEM NYLON WHEELS IN ST. STEEL HOUSING
—
INTERLOCK (1/2" MTG. SPACER REQD.)
25
E718
2/PANEL
FIXED PANEL SKATE
DELRIN
—
26
#8 X 1/2" PH SMS
2/CUP
FIXED PANEL SKATE INST. SCREWS
ST. STEEL
27
—
AS REQD.
3 PLY DUAL POINT LOCK ASSEMBLY
—
BY INTERLOCK
28
AS REQD.
BUMPON (SILICONE SPACER)
SILICONE
BY FRANK LOWE
29
AS REQD.
SETTING BLOCKS AT 1/4 POINTS
EPDM
DUROMETER 80±5 SHORE A
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
as comellitt8 with the
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FRAME HEAD
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101
OO PANEL TOP & BOTTOM RAIL
.915
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149
062 J
1.540 �1
15 FIX. PANEL CLIP
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07 PANEL INNER INTERLOCK
O PANEL OUTER INTERLOCK
INTERLOCK STIFFENER
125
tG GLAZING BEAD
1" INSUL LAM. GLASS
.210
.068
16
1.937
1.047
t3 2" SILL RISER
to
.693
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.062 1
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11 7/16" LAM. GLASS
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NOTES
GENERAL
1) All work shall be done in accordance with the Florida
22i—�"
Z
Building Code 2017 and all other applicable codes and
;S 4k
ordinances, including all subsequent supplements.
2) The builder shall verify all dimensions by taking
o t" S
measurements on site and shall be responsible for
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: •d.: . ;, ' ' + ': n 9 e .:. •+ .a d . n• ' ' • ,.
+, I'
their correctness. Any discrepancies shall be
•
reffered to the Designer for adjustments corrections.
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3) The builder shall coordinate with respect to all
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sub -contractors or their representatives for any
provisions for proper installation of materials and or
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equipment.
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4) The builder shall provide all necessary shoring for
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existing and new buildings.
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I ) Completely remove all trees, shrubs, stumps, sod
antian
organic matter from area to be covered
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2) All fill shall be sand, dean and free of organic debris.
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3) All fill under concrete slab to be deposited in
:•e"
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maximum of 8° layers, sloshed, tamp and
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compacted to the required density as speafied by
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by the engineer of record, prior to pouring of conc.
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CONCRETE
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1) Foundations and slabs are designed for minimum soil
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of 2500 psf. (soil undisturbed sand
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and rockbearing ).
2) Concrete footings, slabs and beams shall have a
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e
d
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+ '•
maximum crushing strength of 5000 psi. at 28 days.
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REINFORCING BARS
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1) Unless otherwise specified, reinforcement shall be
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new billet steel me ling A.S.T.M. A 615-Gr. 60. All
reinforcing bars shall be securely wired together.
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Columns, beams and stirrups shall be tied sufficiently
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to hold them securely in place.
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2) Plaang of bars shall conform to CP51 recommended
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practices for placing reinforcement bars.
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3) Cover to reinforcement shall be :-
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3" - for concrete deposited against earth.
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2" - for concrete exposed to weather t
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1- 112" -for concrete beams and columns.
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FINISHES
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1) All paint shall be primer and finished coat.
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2) All finished paint shall be smooth without runs,
CONCRETE SLAB PLAN
saggmg or defects.
SCANNED SCALE: 1/2" = 1°-0"
BY
St. Lucie County
#5 BAR ® 10" O.C. EACH SPAY
#5 BAR LATERAL
AROUND ® 24" O.C.
I 36" I. I. 36" I�
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_x REVIEWED FOR
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LUCIE COUNTY
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98% COMPACTED SOIL\/\\/\\// \\j (3)#5 BAR CONTINUE TOP &BOTTOM v
-8 i% \\\\\ W/#3 STR. BAR ® 10"
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SCALD: 1/2" = 1°—D"
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