HomeMy WebLinkAboutSHOP DRAWINGSSIGN HOMES
4410 N HWY AlA
FORT PIERCE, FL 34949
RAILING SHOP DRAWINGS
INDEX OF DRAWINGS
SHEET DESCRIPTION
SD-0 COVER PAGE
SD-1 GENERAL NOTES
SD-2 GROUND FLOOR KEY PLAN
SD-3 FIRST FLOOR KEY PLAN
SD-4 SECOND FLOOR KEY PLAN
SD-5 GROUND FLOOR PARTIAL PLAN
SD-6 FIRST FLOOR PARTIAL PLAN
SD-7 SECOND FLOOR PARTIAL PLAN
SD-8 INTERIOR RAILING R-1 SECTION & ELEVATION
SD-9 EXTERIOR RAILING R-2 SECTION & ELEVATION
SD-10 INTERIOR RAILING R3 & EXTERIOR RAILING R4 SECTION & ELEVATION
GD
G&U BUILDING
SOLUTIONS
Danap FermanAex, P.E.
CC - C. No. 77141
CA. LIC.1 .3 ]A
1310N 6771k
IaYFAw . R 33034
3 .M.]9T3
... iq WWIF11npHW--
REVISIONS
37
6
6
DATE: 04-01-2021
SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
SD-0
1
2
3
4.
5.
6.
7.
8.
9.
10
11
12
13
14
15
16
17
IN
GENERAL NOTES:
ALL WORK SHALL CONFORM TO 2020 FBC 7th EDITION.
IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ENGINEER.
EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO
VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL
EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT
EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO REPAIR OR REPLACE ALL DAMAGES.
THIS WORK REQUIRES A BUILDING PERMIT, DO NOT BEGIN WORKING UNTIL A BUILDING
PERMIT IS OBTAINED.
CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT.
DO NOT SCALE DRAWING, DIMENSIONS GOVERN.
ENGINEER'S VISITS TO THE SITE, AS PER G.C. OR OWNER'S REQUEST DURING
CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION.
THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL
BARRICADES, ENCLOSURES AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO
PROTECT ADJACENT PROPERTIES.
THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OF WORK
WITHOUT PRIOR NOTIFICATION TO THE OWNER.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION
AND FOR SEQUENCES AND PROCEDURES TO BE USED.
EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLY FOR
FAMILIARIZING WITH CURRENT SITE CONDITIONS AND SHALL REPORT ANY DISCREPANCIES
TO THE ENGINEER PRIOR TO STARTING WORK.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE.
ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES
OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER
DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND
TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND / OR INSTRUCTIONS.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING
CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE
AFTER COMPLETION OF WORK.
DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. G&D
BUILDING SOLUTIONS, INC. WILL NOT BE RESPONSIBLE FOR ERRORS OR
MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED
DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE
DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST.
DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS
SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER.
G&D BUILDING SOLUTIONS, INC. HAS GENERATED THIS SHOP DRAWINGS BASED ON A
PROVIDED DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A
COMPETENT LICENSED DESIGN PROFESSIONAL ENGINEER WHO CONFIRMED COMPLIANCE
WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES.
G&D BUILDING SOLUTIONS, INC. HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND / OR
BUILDING COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA
BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.
19. ELEMENTS WILL BE AS DESIGNED BY G&D BUILDING SOLUTIONS, INC. AND AS
APPROVED BY ARCHITECT AND / OR OWNERS, TO CONFORM GENERALLY WITH THE
ARCHITECTURAL DRAWING AND SPECIFICATIONS.
20. 2020 FLORIDA BUILDING CODE 7th EDITION LOADS:
RAILING:
P: CONCENTRATED LOAD OF 200 LBS IN ANY DIRECTION AT ANY PLACE OF TOP
MEMBER.
W: DISTRIBUTED LOAD OF 50 LBS/FT AT TOP MEMBER.
WIND LOAD AS PER ASCE 7-16
KD=0.85, CATEGORY III, EXPOSURE D.
WIND VELOCITY AS PER ASCE 7-16
FORT PIERCE
CATEGORY 2--------------------- 170 M P H
21. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR
SYSTEMS. ENGINEER ON RECORD OF THE PROJECT SHALL VERIFY THE STRUCTURE
FOR SUCH LOADS.
22. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE
ARCHITECTURAL DRAWINGS.
23. ALL DIMENSIONS TO BE SITE VERIFIED.
STRUCTURALSTEEL
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS
NOTED OTHERWISE ON THE DRAWINGS:
TYPE ASTM GRADE FY
ALL STANDARD STEEL SHAPES A36 ------ 36 KSI
3. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH
ALKALI -RESISTANCES COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT
OR WEATHER -WHITE METACRYLATE LACQUER STEEL CONNECTION WITH
ALUMINUM SHALL BE PAINED WITH WITH 850-Y-01 FAST DRY ZINC
PHOSPHATE.
STAINLESS STEEL
1. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATION:
ALL ROLLED SHAPES: STIFFENER, PLATES, CHANNELS ANGLES, PLATES AND
BARS:
ASTM A176-85a, ASTM A240-86, ASTM A276-85a, ASTM A666-84.
TUBE AND ROUND BAR: STAINLESS STEEL 304 OR 316 (1/2 HARD) --- Fy = 58 KSI
GLASS NOTES
1. INTERIOR GLASS RAIL TO BE 1/2" LAMINATED TEMPERED GLASS COMPOSED OF
(2) Y4" TEMPERED GLASS, 0.060" INTERLAYER BUTACITE (PVC).
2. EXTERIOR GLASS RAIL TO BE 1/2" LAMINATED TEMPERED GLASS COMPOSED OF
(2) Y4" TEMPERED GLASS, 0.060" INTERLAYER SENTRYGLASS.
��
G&D BUILDING
SOLUTIONS
Oanay Fernandez, P.E.
C.E. C 4, 71:4.
L.A. LIO, W3 34
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305.113.1913
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signed by
Ay 02 Danay
Fernandez
of ¢ Date:
2021.04.08,
14.41.00
DANAV FOZ, P.E.
P�10�1
REVISIONS
2
5
6
DATE: 04-Ot-2021
SCALE: AS Shown
DRAWN: D.F.
CHECKED: D.F.
SD-1
G&D BUILDING
SOLUTIONS
Danay Fernandez, P.E.
UP P[ LC. N. 77:42
C.A. LIC. W "L,
1$10 MW 071h TM
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STORAGE DRIP ® °„o ,,, z e
ROOM O DRY s of Fernandez
o; a ;'Date:
••�SS/ONAIEN."`, 2021.04.0$
14:41:17
POOL P.E.
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DANAY FERN;NDEZ,
BATH
REVISIONS
1
4
DATE: 04-01-2021
GROUND FLOOR SCALE: AS Shown
N DRAWN: D.F.
CHECKED: D.F.
KEY PLAN
SCALE: 1/8"=V-0" SD-2
G&D BUILDING
rFIF®R
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:- Dana
Fernandez
MASTER w `Date:
BATHROOM I� Fs` Tq ... 2021.04.081
�� o ;`j1DANAV FET2NANb.E.,
u_ REVISIONS i
1
4
6
1-2021
FIRST FLOOR DATE SCALE: As Shown
As Shown
NDRAWN: D.F.
KEY PLAN CHECKED: D.F.
SCALE: 1 /8"=11-0" SD-3
��
G&O BUILDING
SOLUTIONS
oanq Fernandez. P.E.
e.L. L C. No. 77142
G.A. LIC. O MiA
1310 NW 67M Ab
11oi1"v . ft "�.
305.T13.19�]
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Dat : P�T� EZ' P.E. I
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SECOND FLOOR DATE: As Shown
N SCALE: As Shown
DRAWN: D.F.
KEY PLAN CHECKED: D F.
SCALE: 1/8"=11-0" SD-4
GD
G&D BUILDING
SOLUTIONS
Panay Fernandes, P.E.
CL. L C 1b. 7714
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SCALE: 3/8"=1' 0" LL026
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RAILING R-2 ALL WORK SHALL CONFORM TO 2020 FBC yw=
w awou
7th EDITION
INTERIOR RAILING: 3 .3
0
P=CONCENTRATED LOAD OF 200 LBS SEA-: Digitally
IN ANY DIRECTION AT ANY PLACE OF TOP signed by
Danny
D) MEMBER. ° .711.°z..
.:Fernandez
SD-10 W= DISTRIBUTED LOAD OF 50 LBS/FT AT -°`'T'aE�` ` Date:
s,..oA.oe. �: 2021.04.08 i
Pt EN...�
TOP MEMBER ...�' DANAV�E&44APE.
REVISIONS
1
2
3
4
6
6
DATE: 04-01-2021
SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
ALL DIMENSIONS TO BE FIELD VERIFY SD-5
G&D BUILDING
SOLUTIONS
oanq Fernandez, P.E.
rr. LcC r,]T42
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SEAL- Digitally
signed by
s^ F Danay
Fernandez
s
D2 orE €Date:
ems<A :
,d„pCEQ�°`• 2021.04.08
SD-10 �.ti„ 14:42:20
DANAY FP�t�%Z, P.E.
REVISIONS `+'{�
1
ALL WORK SHALL CONFORM TO 2020 FBC 77
7th EDITION 5
6
INTERIOR RAILING: DATE: 04-01-2021
P=CONCENTRATED LOAD OF 200 LBS SCALE: AS Shown
DRAWN: D.F.
IN ANY DIRECTION AT ANY PLACE OF TOP CHECKED: D.F.
MEMBER. EALL DIMENSIONS TO BE FIELD VERIFY
W= DISTRIBUTED LOAD OF 50 LBS/FT AT SD-6
GD
I I I I I I I I I I =
I I I I I I I I I I
G&D BUILDING
I I I I I I I I I I
SOLUTIONS
Danay Fernandez, P.E.
LL-
F.E. DC. w. n 4a
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signed by
ALL WORK SHALL CONFORM TO 2020 FBCLL a E seoF; Danay
7th EDITION _ s..,Eo. W=Date: e
O 1.9" BALUSTER POST w ;Date:
SS 316 MODEL 0916 M o ss`^ e
2021.nA n
INTERIOR RAILING: w I I IJANAY PER UEZ P E.
P=CONCENTRATED LOAD OF 200 LBS Pia°�
REVISIONS
IN ANY DIRECTION AT ANY PLACE OF TOP
MEMBER.
W= DISTRIBUTED LOAD OF 50 LBS/FT AT D4 W
w TOP MEMBER
SD 1 1 > DATE: 04-01-2021
�o
J SCALE: As Shown
W
DRAWN: D.F.
CHECKED: D.F.
ALL DIMENSIONS TO BE FIELD VERIFY
SD-7
DIMENSIONS
1/2" LAMINATED GLASS
(SEE COVER PAGE FOR
SPECS)
GAPPED TO REJECT
0 6" SPHERE
1/2" LAMINATED GLASS
(SEE COVER PAGE FOR
SPECS)
GAPPED TO REJECT
0 4" SPHERE
6"x6"x %" A36 STEEL PLATE WELDED
TO TUBE WITH %"FILLET WELD 1" MAX
& 0.75" MIN WELD LENGTH
BACK PLATE
SEE DETAIL D3/SD-8
CONCRETE
STEP
-ICV
m
3500 PS
L
y
(4) KWIK BOLTS TZ2-CS % x5
2%" MIN. EMBEDMENT,
1 %" MIN. SPACING &
1 %" MIN. EDGE DISTANCE
0 1 1/2" HANDRAIL BRACKET
SS 304 MODEL 0719
%jo;
0 1 1/2" BALUSTER POST
G0 BUILDING
SS 304 MODEL 0913
SOLUPONS
6anay Farnande'. P.E.
C.E. ut %. ]]:42'
BALUSTER BRACKET
`R L I k.1to1fYv
MODEL 0551 SS 304
.FLJ
"- FL3]a
305.]]0.]9E3
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(2) 0 3/8"-16 GRADE 2 ASTM
A307 STEEL FASTENER
FRONT PLATE
VA
RI S SEE DETAIL D2/SD-8
MAX "
0 2"xY" A36 STEEL TUBE WELDED
TO PLATES WITH %"FILLET WELD
1" MAX & 0.75" MIN WELD LENGTH
TYP. RAILING R-1 SECTION
D1
SCALE: 1 "=1'-0"
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12 111, /12 TO HHS 0 1.9"x0.18" A36 STEEL TUBE Q o
4 WITH %"FILLET WELD 1" MAX & 0.75" L j o o
c MIN WELD LENGTH J o3y
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6"x6"x /" A36 STEEL PLATE WELDED
TO HHS 0 1.9"4.18" A36 STEEL TUBE rl"E signed by
" Danay
WITH %"FILLET WELD 1" MAX & 0.75" a`E e e2" ,' Fernandez
MIN WELD LENGTH - OT a°w Date:
111 1" oE�
ST:
a EHY.•° 2021.04.08
4" HHS 01.9"4.18" A36 STEEL TUBE „' 1DANAY F W313E2, P.E.
WELDED TO PLATES WITH
co Y"FILLET WELD 1" MAX & 0.75" MIN REVISIONS
WELD LENGTH
co '
6"
(4) KWIK BOLTS TZ2-CS a x5
2%" MIN. EMBEDMENT, 6
1 %" MIN. SPACING & DATE: 04-01-2021
1 %" MIN. EDGE DISTANCE SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
BACK PLATE DETAIL D3 SD-8
SCALE. 1 -1-0
ALL DIMENSIONS TO BE FIELD VERIFY
01-%" HANDRAIL TUBE SS 304
MODEL 8925
PART NUMBER: 13.8925.038.12
4'-0" MAX
sD 8
2'-0" M I N
0 1 2" HANDRAIL BRACKET SS 304
MODEL 0702
GLASS CLAMP
PART NUMBER: 13.0702.038.12
01.9" BALUSTER
SS 316
MODEL 24
GLASS CLAMP SS 304
z POST
SS 316
MODEL 24
1/2" LAMINATED GLASS
MODEL 0916
(SEE COVER PAGE)
0 1-/„ BALUSTER POST SS 304
MODEL 0952
PART NUMBER: 13.0952.438.12
°
°' °
d °
°
01 %" BALUSTER BRACKET SS 304
a ° a
CONCRETE BEAM a
°
MODEL 0551
° °
m A
3000 PSI (BY OTHERS), °
a
°
a a
PART NUMBER: 13.0551.038.12
4
3'-111 3'-011
3'-0" 14"
9'-911
hm
RAILING
R-1 ELEVATION
— B.
SCALE: 1 /2"= l'-0"
D1
SD-8
0 1-%" HANDRAIL TUBE SS 304
MODEL 8925
PART NUMBER: 13.8925.038.12
CONC. BEAM "
3000 PSI
(BY OTHERS)
2'-211 4111
0 1-%" HANDRAIL BRACKET SS 304
MODEL 0702
PART NUMBER: 13.0702.038.12
GLASS CLAMP SS 304
MODEL 24
0 1-%" BALUSTER POST SS 304
MODEL 0952
PART NUMBER: 13.0952.438.12
0 1-%" BALUSTER BRACKET SS 304
MODEL 0551
PART NUMBER: 13.0551.038.12
RAILING R-1 ELEVATION — C.
SCALE: 1 /2"=1'-0"
BALUSTER BRACKET MOD. 0551 304 SS
BALUSTER BRACKET MOD. 0555 304 SS
HANDRAIL BRACKET MOD. 0719 304 SS
GD
G&0 BUILDING
SOLUTIONS
Dway Fernandez, P.E.
P.E. LIC., a.T] C
C.R. LK. M. 30614
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Digitally
signed by
Danay
SF:Fz
:Fernandez
o ,E f : ,€Date:
S;o 2021.04.08
DANAV P.E.
REVISIONS
1
6
DATE: 04-01-2021
SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
SD-9
GLASS CLAMP
SS 316 MODEL 2500
0 1.9" HANDRAIL TUBE
)0
0 1.9" HANDRAIL BRAKET
SS 316 MODEL 0711
0 1.9" BALUSTER POST
SS 316 MODEL 0916
0 1.9" COVER CAP
SS 316 MODEL 0511
0 1.9" HANDRAIL TUBE
SS 316 MODEL 0900
PART NUMBER: 14.0900.248.12
GLASS CLAM
SS 316 MODEL 250
RAILING R-2
ELEVATION
PLAN
D1
SCALE: 3/8
0 1.9" HANDRAIL TUBE
0 1.9" BALUSTER POST
SS 316 MODEL 8925/0900
4'-0" MAX
4'-0" MAX
SS 304 MODEL 0916
2'-0" MIN
2'-0" MIN
PART NUMBER: 14.0916.448.12
GLASS CLAMP
SS 316 MODEL 24
0 1.9" BALUSTER POST �j
1/2" LAMINATED
GLASS
— z
G5 EPDXY ADHESIVE WITH
SS 316 MODEL 0916
(SEE COVER PAGE)
0 Y2R SS THREADED ROD WITH
2" MIN EDGE DISTANCE
0 1.9" COVER CAP
14
SS 316 MODEL 0511
4" 4'-0"
4'-0"
2'
RAILING R-2 ELEVATION PLAN
SCALE: 3/8"=V-0"
ALL DIMENSIONS TO BE FIELD VERIFY
0 1.9" HANDRAIL BRAKET
SS 316 MODEL 0711
PART NUMBER: 14.0711.248.12
TEMPERED CAT II
SAFETY CLEAR LOW-E
LAMINATED GLASS
0 1.9" COVER CAP
SS 316 MODEL 0511
PART NUMBER: 14.0511.038.12
TYP. RAILING R-2 SECTION
SCALE: 3/4"=1'-0"
��
G&O BUILDING
SOLUTIONS
Danay Fernandez, P.E.
CC. L C. "b. 71:42
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REVISIONS
1
2
3
5
6
DATE: 04-01-2021
SCALE: As Shown
DRAWN: D.F.
CHECKED: D.F.
SD-10
M
0 1.9" HANDRAIL TUBE 4'-0" MAX — 01.9" HANDRAIL BRAKET
SS 316 MODEL 8925/0900
2'-011 MIN
% SS 304 MODEL 0711
GLASS CLAMP
SS 304
1/2" LAMINATED GLASS
MODEL 2500
0 1.9" BALUSTER
9
(SEE COVER PAGE
POST
FOR SPECS)
SS 304
0 1.9" COVER CAP
MODEL 0916
SS 304
MODEL 0511
d a
11
4N 3'-1 LI c4 a a °31' o„ a < a H 47
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as e a
4 CONCRRTE BEAM 30QO PSI (BY OTHERS) 4
a 4
a a a4
TYP. RAILING R-3 ELEVATION
SCALE: 1 /2"=V-0"
01.9" HANDRAIL TUBE
SS 316 MODEL 0900
01/2" CROSSBAR TUBE
SS 316 MODEL 0900
4' ° 4 a
4
4 4' 0" MAX e _4'-0a MAX °4
n a a 44
CONC%ETEBEAM,3000?S1,(BYOTHERS)
4
° a 4
TYP. RAILING R-4 ELEVATION
SCALE: 1 /2"=V-0"
ALL DIMENSIONS TO BE FIELD VERIFY
BALUSTER MODEL 0916 304 SS
BASE COVER MODEL 0511 304 SS
0 1.9" HANDRAIL BRACKET
SS 316 MODEL 0719
0 1.9" BALUSTER POST
SS 316 MODEL 0916
0%" CROSSBAR HOLDERS
SS 316 MODELS 0830 (CENTER)
0832 (LEFT), 0833 (RIGHT)
0 1.9" COVER CAP
SS 316 MODEL 0511
GLASS CLAMP MODEL 2500 304 SS
STRAIGHT SADDLE MODEL 0711 304 SS
01.9" HANDRAIL TUBE
SS 304 MODEL 0900
PART NUMBER: 13.0900.038.12
GLASS CLAMP SS 304
MODEL 2500
0 1.9" BALUSTER POST
SS 304 MODEL 0916
PART NUMBER: 13.0916.448.12
G5 EPDXY ADHESIVE WITH
0 %" SS THREADED ROD WITH
2" MIN EDGE DISTANCE
01.9" HANDRAIL BRAKET
SS 304 MODEL 0711
PART NUMBER: 13.0711.248.12
TEMPERED CAT II
SAFETY CLEAR LOW-E
LAMINATED GLASS
0 1.9" COVER CAP
SS 304 MODEL 0511
PART NUMBER: 13.0511.038.12
TYP. RAILING R-3 SECTION D2
SCALE: 3/4"-1'-0"
01.9" HANDRAIL TUBE SS 31A
MODEL 090
PART NUMBER: 14.0900.248.1
0 1.9" BALUSTER POS
SS 316 MODEL 091
PART NUMBER: 14.0916.448.1
35 EPDXY ADHESIVE WITH
SS THREADED ROD WITH
2" MIN EDGE DISTANCE
0 1.9" HANDRAIL BRACKET
SS 316 MODEL 0719
PART NUMBER: 14.0719.248.12
0%" CROSSBAR HOLDERS
SS 316 MODELS:
0830 (CENTER) PART NUMBER
14.0830.048.12
0832 (LEFT) PART NUMBER:
14.0832.048.12
0833 (RIGHT) PART NUMBER:
14.0833.048.12
0 1.9" COVER CAP
SS 316 MODEL 0511
PART NUMBER: 14.0511.048.12b
TYP. RAILING R-4 SECTION D4
SCALE: 3/4"=1'-0"
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GD
G&D BUILDING
SOLUTIONS
Panay Fernandes P.E.
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ally signed by
y Fernandez I
2021.04.08
,gV! yDEZ, P.E.
S42
REVISIONS
i
4
6
DATE: jAs
jShown
021
SCALE:
DRAWN: CHECKED:.F.
SD-11