HomeMy WebLinkAboutPLANS 2OCEAN DUNES CONDO
10980 SOUTH OCEAN DRIVE
ABBREVIATIONS
M.O.
MASONRY OPENING
R.O.
ROUGH OPENING
F.S.
FRAME SIZE
D.L.O.
DAYLIGHT OPENING
A.F.F.
ABOVE FINISHED FLOOR
STL
STEEL
ALUM
ALUMINUM
HORIZ.
HORIZONTAL
VERT
VERTICAL
ELEV.
ELEVATION
N.T.S.
NOT TO SCALE
N/A
NOT APPLICABLE
P.S.F.
POUNDS PER SQUARE FOOT
REQ'D.
REQUIRED
TYP.
TYPICAL
BOTT.
BOTTOM
V.I.F.
VERIFY IN FIELD
M.P.H.
MILES PER HOUR
O.C.
ON CENTER
KSI
KIPS PER SQUARE INCH
LMI
LARGE MISSILE IMPACT
SMI
SMALL MISSILE IMPACT
SYMBOLS
O-- ELEVATION MARK
O-- DETAIL MARK
-- SLAB/STEEL LEVEL
0 -- REVISION NUMBER
-- REVISON CLOUD
NOTE:
THESE PLANS CERTIFY THE STRUCTURAL
ADEQUACY OF THE PROPOSED SYSTEM IN
ACCORDANCE WITH THE STRUCTURAL
REQUIREMENTS OF THE BUILDING CODE ONLY.
WE OFFER NO CERTIFICATION NOR REVIEW
THAT THE PROPOSED UNITS MEET ANY EGRESS
REQUIREMENTS. ALL EGRESS ISSUES ARE TO
BE ADDRESSED BY THE PERMITTING
CONTRACTOR AND THE LOCAL BUILDING
OFFICIAL.
JENSEN BEACH, FL
EXCLUSIONS
CLEANING AND PROTECTION OF
MATERIALS IN PLACE, WOOD
BUCKS, ANYTHING NOT
SPECIFICALLY LISTED ON
PROPOSAL
6101DIaICe
sl.LUC, ca tln�om4Uaa
p{e.Rev►�rnl� f.�
i
CODE ASCE 7-10
PRESSURES WERE PROVIDED BY OTHERS AND
ARE NOTED AS:
t 75 Psf.
INSTALL ALL SYSTEMS PER VALID FLORIDA
PRODUCT APPROVALS
ANY STEEL AND STEEL CLIPS SPECIFIED SHALL
BE A-36 ALLOY MIN., ANY ALUMINUM AND
ALUMINUM CLIP SHALL BE 6063-TS MIN.
UNLESS NOTED OTHERWISE. PROTECT METALS
FROM OTHER DISSIMILAR MATERIALS WITH A
COATING OF HEAVY BODIED BITUMINOUS
PAINT OR ISOLATE WITH STYRENE SHIMS.
FASTENERS SHALL BE AS SPECIFIED AND BE
ZINC OR CADMIUM PLATED OR NON-MAGNETIC
STAINLESS STEEL. FASTENERS IN EXPOSED
AREAS ARE TO BE PAINTED TO MATCH FINISH.
EXTERIOR SYSTEM NOTES:
STANLEY DURA-STORM 3000 ALUMINUM AUTOMATIC
ENTRANCE DOOR
FIELD VERIFY ALL DIMENSIONS PRIOR TO
FABRICATION
GLAZED FRAMING DOES NOT REQUIRE AN
IMPACT PROTECTION SYSTEM.
SCANNED
BY
St. Lucie County
o
FRANK L. BENNARDO, P.I
04G549
GENERAL NOTES:
1) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF
09 I
/L `
SUPPORTING THE LOADED GLAZING SYSTEM AS VERIFIED BY
TROY s. BISHOP, P.
THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST
OPEOC 13
STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED
VALID FOR(1)JOB
L
BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE
VAUDOILYWHORGMENGWERS
FOR THIS SPECIFIED SYSTEM. NO WARRANTY OR GUARANTEE
TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS
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OFFERED WITH THIS CERTIFICATION.
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2) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES
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AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT
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SHALL REMAIN IN CONFORMANCE WITH PRODUCT APPROVAL
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REQUIREMENTS AND LIMITATIONS OF THIS PLAN. THE
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CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO
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INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND
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FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF
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THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED
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SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION..
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3) THE AUTOMATIC DOOR SYSTEMS ARE TO BE THE BRANDS
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AND MODELS AS NOTED HEREIN. SUBSTITUTION OF ANY PART
IS NOT PERMITTED UNLESS SPECIFIED OTHERWISE HEREIN.
ALL MATERIALS USED & FABRICATION METHODS SHALL
CONFORM TO THE MANUFACTURER'S PUBLISHED AND APPROVED
REQUIREMENTS.
4) THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE
NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM
INSTALLATION. COMPONENTS AND FASTENERS NOT
REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION
'L
OF THE SYSTEM SHALL BE PER MANUFACTURER PUBLISHED
O❑
SPECIFICATIONS.
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5) EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO
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SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF
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STUCCO OR OTHER FINISHES.
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6) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL
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DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE
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PERMIT HOLDER/CONTRACTOR, et. al. INDEMNIFIES, DEFENDS,
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& SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,
STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
7) EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
INTENDED.
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8) USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE
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PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND
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INSTALLATION REQUIREMENTS.
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9) ENGINEERING EXPRESS HAS NOT VISITED THIS ]OBSITE.F
INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR
SE
SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR
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ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK
SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
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ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN
OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY
OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION
OF EXISTING FIELD CONDITIONS AND FABRICATION AND
COPYRIGHT ENGINEERINGE(PRESS
INSTALLATION OF MATERIALS.
15-2815
10) SEALANT AND WATER PROOFING SHALL BE APPROVED BY
SCALE: SEE DETAILS 101
PAGE DESCRIPTION:
OTHERS AND IS NOT IN THIS CERTIFICATION.
11) ANY SPECIFIED PAINT SHALL BE THE EQUIVALENT TO THE
ONE ON ORIGINALLY TESTED UNIT.
12) CODE REQUIREMENTS FOR SAFEGUARDS MUST BE
OBSERVED FOR ANY KIND OF GLASS BEING USED.
SEE COVER SHEET
{PACKAGE WIDTH
SU-10 SENSOR ELECTRICAL
STANGUARD
1/4" MAX. DLO. -
.,so. \\
„SX" \
0
ELEVATION IElo
N.T.S.
M"a
LJ
\\-2"x 6"x 1/4" ALUMINUM
TUBE (6063-T5 MIN)SE
TUBE ATTACHMENT DETAIL
ON SHEET 4
• -- DIRECTIONAL
/ MOTION
SENSOR EACH
PACKAGE WIDTH SIDE OF
DOOR
INTERIOR -
jl I ,1SO'l
jIIEXTERIOR/ "SX" % \
III /1
��
I III i i
UP
EMERGENCY CLEAR SU-100 &
BREAKOUT SIDELIGHT DOOR OPENING STANGUARD SENSOR
& SLIDING DOOR
PLAN VIEW
N.T.S.
NOTE:
DOOR IS NOT APPROVED WHERE WATER
INFILTRATION RATING IS REQUIRED.
ACCESS TECHNOLOGIES
DU RA -STORM
3000
BI-PART
IMPACT
GENERAL NOTES:
1) THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS AS STATED HEREIN. ALL LOCAL CODES SUPERSEDING THIS
CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN DESIGN & MAY REQUIRE
ADDITIONAL ENGINEERING.
2) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED
GLAZING SYSTEM AS VERIFIED BY THE PERMIT HOLDER. NO WARRANTY, EITHER
EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.
3) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN:FORCES AND OTHER DESIGN
CRITERIA. THEY.MAY VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS
PRIOR TO INSTALLATION.
4) THE STOREFRONT SYSTEM TO BE AS NOTED HEREIN. ALL REFERENCES TO
EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MFR. SPECS AS SUMMARIZED
HEREIN.
5) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
6) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO CERTIFICATION OR AFFIRMATIONS
AREINTENDED.
ENER SCHEDULE:
INTO CONCRETE: 01/4" POWERS PERMASEAL TAPPER CONCRETE SCREW
WITH 1 1/2" MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 3" MIN. EDGE DISTANC
INTO STEEL: 1/4-20 SAE GRADE 5 SMS SCREWS INTO 3/16" MIN. THICK A-36 STEEL MIN.
FULL THREAD ENGAGEMENT AND 1/2" MIN. EDGE DISTANCE
INTO ALUMINUM: #14 SAE GRADE 5 SDS SCREWS INTO 1/8" MIN. THICK ALUMINUM
(6063-TS MIN) WITH FULL THREAD ENGAGEMENT INTO ALUMINUM AND 1/2" MIN.
EDGE DISTANCE.
INTO WOOD: #14 WOOD SCREWS INTO WOOD (G=0.55 MIN.) WITH 2" MIN. PENETRATION
INTO WOOD AND 3/4" MIN. EDGE DISTANCE.
HEAD: REFER TO HEADER ANCHORING DIAGRAM ON SHEET 4
SILL: REFER TO SILL ANCHORING DIAGRAM ON SHEET 4
IAMBS: REFER TO JAMB ANCHORING DIAGRAM ON SHEET 3
R NOTES:
1) ALL ALUMINUM PARTS ARE 6063-T6 ALUMINUM
2) GLAZING: 916" LAMINATED GLASS.
3) CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE BUTT JOINTED, SECURED WITH
(4) FULL WIDTH 5/16" THREADED TIE RODS AT TOP RAIL, INTERMEDIATE HORIZONTAL
MUNTIN BAR AND BOTTOM RAIL. ALL JOINTS' ARE ALSO` WELDED.
4) THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF ALL SLIDING DOORS
SHALL COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS AND
METHODS OF TEST FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS.
5) FINISH: SPECIAL FINISH, TIER 1 PAINT, WHITE.
6) KEYSWITCH -'6 POSITION
7 FAILLSAFE SOLENOID LOCK ONLY
DOORS REQ'D (1 )
DOOR #: -
PACKAGE HEIGHT INFORMATION FOR SURFACE APPLICATIONS
PACKAGE
HEIGHT
HEIGHT ROUGH
OPENING
CLEAR OPENING
UNDER HEADER
CAULKING
ALLOWANCE
95 1/4"
95 1/2"
85 3/4"
1/4"
PACKAGE WIDTH INFORMATION
PACKAGE
WIDTH
WIDTH
ROUGH
OPENING
CLEAR
SLIDING
OPENING
(SX) DOOR
WIDTH
(0)DOOR
WIDTH
I CAULKING
ALLOWANCE
95"
95 1/2"
39 7/8"
48"
1 48"
1/4" / SIDE
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PAGE OESCNIPTION:
OF
4
Q3
EXTERIC
( 95" ) PACKAGE WIDTH
( 95 1/2" ) ROUGH OPEN
SEE FASTENER SC. �.,,,LL
HORIZONTAL SECTION
N.T.S.
"x 1/4" ALUMINUM
i (6063-T5 MIN.)
MAX PACKAGE WIDTH
CLUSTER OF ANCHORS CENTERED AT PANEL
OVERLAP. QUANTITY PER CLUSTER PER
ANCHOR SCHEDULE, ANCHORS IN CLUSTER
13" O.C. MAX BETWETl r J_EN SPACED 3" O.C. TYP.
INTERMED. ANCHOR, TYP.
6" 611
3" O.C.
4" TYP. 4"
C/L
PANED o
OVERLAP`! w
(2) �" DIA. ULTRACONS (1 %q"
EMBEDMENT INTO 3000 Psi.
CONCRETE MIN.) AND MIN 2 Y2",
MIN. EDGE DISTANCE.
2"x6"x Y4" ALUMINUM TUBE
(6063-T6 MIN.)
#14 SMS SCREWS
(4) PER ANGLE—G
1 X"x 5 Y8"x W
ALUMINUM "U" CHANNEL
(6063-T5 MIN.)
ALUMI
N.T.S.
//[NOTCH SLOTS ON ALUMINUM TUBE
TO ALLOW TUBE INSTALLATION.
ti
I TUBE ATTACHME
JAMB BRACKET - -� INTERLOCK
MOUNT HOLES HEADER ANCHORING CLUSTER
N.T.S.
CLUSTER OF ANCHORS IN (2) ROWS CENTERED
AT PANEL OVERLAP. QUANTITY PER CLUSTER
PER ANCHOR SCHEDULE, ANCHORS IN
SPACED 3" O.C. ALONG ROW, TYP.
.yI }
rTYP
ALO ROW,
O.C. MAXI3"1 /CLUSTER
�4
� /__r_ \
INTERMEDIAT PANEL! I INTERLOCK l END
END ANCHORS OVERLAP EXT CLUSTER CLUSTER
LUSTER
MAX PACKAGE WIDTH
THRESHOLD ANCHORING
N.T.S.
JAMB BRACKET
MOUNT HOLES
NOTE:
ALUMINUM IN CONTACT WITH
MASONRY OR CONCRETE TO BE
COATED WITH ALKALI -RESISTANT
COATING.
DETAIL_
AND BOTTOM)
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OCEAN DUNES CONDO
10980 SOUTH OCEAN DRIVE L"'
e•S
JENSEN BEACH, FL F1
ABBREVIATIONS
M.O:,
MASONRY OPENING
R.O. °
ROUGH OPENING
F:S..„
'FRAME,SIZE.
D.LO%
..,,D'AYLIGHT:OPENING"'-
A'.F.F. "
''ABOVE FINISHED FLOOR
STL
STEEL
ALUM
ALUMINUM
HORIZ.
HORIZONTAL
VERT
VERTICAL
ELEV.
ELEVATION
N.T.S. NOT TO SCALE
N/A
NOT APPLICABLE
P.S.F.
POUNDS PER SQUARE FOOT
REQ'D.
REQUIRED
TYP.
TYPICAL
BOTT.
BOTTOM
V.I.F.
VERIFY IN FIELD
M.P.H.
MILES PER HOUR
O.C.
ON CENTER
KSI
KIPS PER SQUARE INCH
LMI
LARGE MISSILE IMPACT
SMI
SMALL MISSILE IMPACT
SYMBOLS
0--
ELEVATION MARK
0--
DETAIL MARK
--
SLAB/STEEL LEVEL
A-
REVISION NUMBER
( `) -- REASON CLOUD
NOTE:
THESE PLANS CERTIFY THE STRUCTURAL
ADEQUACY OF THE PROPOSED SYSTEM IN
ACCORDANCE WITH THE STRUCTURAL
REQUIREMENTS OF THE BUILDING CODE ONLY.
WE OFFER NO CERTIFICATION NOR REVIEW
THAT THE PROPOSED UNITS MEET ANY EGRESS
REQUIREMENTS. ALL EGRESS ISSUES ARE TO
BE ADDRESSED BY THE PERMITTING
CONTRACTOR AND THE LOCAL BUILDING
OFFICIAL. U
J
EXCLUSIONS
CLEANING AND PROTECTION OF
MATERIALS IN PLACE, WOOD
BUCKS, ANYTHING NOT
SPECIFICALLY LISTED ON
PROPOSAL
FLORIDA BUILDING CODE FIFTH EDITION (2014)
PRESSURES WERETROVID'ED BY OTHERS AND
ARE NOTED AS:
t 75 Psf.
INSTALL ALL SYSTEMS PER VALID FLORIDA
PRODUCT APPROVALS
ANY STEEL AND STEEL CLIPS SPECIFIED SHALL
BE A-36 ALLOY MIN., ANY ALUMINUM AND
ALUMINUM CLIP SHALL BE 6063-T5 MIN. UNLESS
NOTED OTHERWISE. PROTECT METALS FROM
OTHER DISSIMILAR MATERIALS WITH A
COATING OF HEAVY BODIED BITUMINOUS PAINT
OR ISOLATE WITH STYRENE SHIMS.
FASTENERS SHALL BE AS SPECIFIED AND BE
ZINC OR CADMIUM PLATED OR NON-MAGNETIC
STAINLESS STEEL. FASTENERS IN EXPOSED
AREAS ARE TO BE PAINTED TO MATCH FINISH.
EXTERIOR SYSTEM NOTES:
STANLEY DURA-STORM 3000 ALUMINUM AUTOMATIC
ENTRANCE DOOR - NOA# 15-0127.07 SCANNEL)
BY
St. Lucie Counr
FIELD VERIFY ALL DIMENSIONS PRIOR TO
FABRICATION
GLAZED FRAMING DOES NOT REQUIRE AN
IMPACT PROTECTION SYSTEM.
GENERAL NOTES:
1) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF
SUPPORTING THE LOADED GLAZING SYSTEM AS VERIFIED BY
THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST
STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED
BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE
FOR THIS SPECIFIED SYSTEM. NO WARRANTY OR GUARANTEE
TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS
OFFERED WITH THIS CERTIFICATION.
2) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES
AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT
SHALL REMAIN IN CONFORMANCE WITH PRODUCT APPROVAL
REQUIREMENTS AND LIMITATIONS OF THIS PLAN. THE
CONTRACTOR IS TO VERIFY ALL FIELD. DIMENSIONS PRIOR?O
INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND
FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF
THIS DOCUMENT'CONSTITUTES'ACCEPTANCE OF THE PROPOSED.
SYSTEM-LAYOUT;.COMPONENTS'SELECTED,AND INSTALLATION..
3) THE AUTOMATIC DOOR SYSTEMS ARE TO BE THE BRANDS
AND MODELS AS NOTED HEREIN. SUBSTITUTION OF ANY PART
IS NOT PERMITTED UNLESS SPECIFIED OTHERWISE HEREIN.
ALL MATERIALS USED & FABRICATION METHODS SHALL
CONFORM TO THE MANUFACTURER'S PUBLISHED AND APPROVED
REQUIREMENTS.
4) THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE
NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM
INSTALLATION. COMPONENTS AND FASTENERS NOT
REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION
OF THE SYSTEM SHALL BE PER MANUFACTURER PUBLISHED
SPECIFICATIONS.
5) EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO
SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF
STUCCO OR OTHER FINISHES.
6) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE
PERMIT HOLDER(CONTRACTOR, et. al. INDEMNIFIES, DEFENDS,
& SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,
STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
7) EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
INTENDED.
8) USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE
PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND
INSTALLATION REQUIREMENTS.
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9) ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.
INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR
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ARE SUBJECT q0 ANY COF i&CTlONS --m O _
MQUIRM BY P19LO �' z
SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR
ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK
SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.do
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN
OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY
OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION
OF EXISTING FIELD CONDITIONS AND FABRICATION AND
INSTALLATION OF MATERIALS.
APPROVED BY
OTHERS AND IS NOTA NETH SOOFING SHALL CERTIFICATION.
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PAGE DESCRIPTION
INSPECMRS THAT � o
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11) ANY SPECIFIED PAINTSHALL BE THE EQUIVALENTTO THE
ONE ON ORIGINALLY TESTED UNIT.
-
ALL APPLICAME CODES.
12) MnE REQUIREMENTS FOR SAFEGUARDS MUST BE
OB• QED FOR ANY KIND OF GLASS BEING USED.
[�
DESIGN NOTES. L.BENNARDO,P.E.`
SEE COVER SHEET
ACCESS TECHNOLOGIES- ZI14��� N°Te: DURA-STORM TROY • t. €9 6131FILE DOOR IS NOT APPROVED WHERE WATER
INFILTRATION RATING IS REQUIRED. 3000 VALID FOR(1)JOB(S) ONLY
VN.DONLY WITH ORIGOLENGNEEtSEAI
BI-PART rn
} PACKAGE WIDTH —{ IMPACT u o't
SU-10 SENSOR ELECTRICAL I � ® .y 7 o 1.GENERAL NOTES: Irk 1,121n sz
STANGUARD 1) THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE U.I aii 01 - �r oLL OL
WITH THE REQUIREMENTS AS STATED HEREIN. ALL LOCAL CODES SUPERSEDING THIS W W "' m
CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN DESIGN & MAY REQUIRE Z O w = V o k
ADDITIONAL ENGINEERING. .n w>,L) .S p,LL
2) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF -SUPPORTING THE LOADED IJ�. E'a a a L
GLAZING SYSTEM AS VERIFIED BY THE PERMIT HOLDER. NO WARRANTY, EITHER ,Z �/ pt m o o W
EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. L ^ a N o r< x
3) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGNTORCES AND OTHER DESIGN 'LU p;. N o w Wz3
CRITERIA. THEY MAY VARY SLIGHTLY. CONTRACTORJS,TOVERIFY ALL FIELD DIMENSIONS.
PRIOR TO INSTALLATION. N
x / / 4) THE STOREFRONT SYSTEM "TO"BE AS NOTED HEREIN.- ALL REFERENCES TO w ?�+ o
w / / EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MFR. SPECS AS SUMMARIZED 'o Lu s "
HEREIN. .y o o.
47 1/4" MAX. DLO. 5) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN
\ 2"x 6"x 1/4" ALUMINUM ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
a \ \\ TUBE (6063-TS MIN)SE HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
\ \ TUBE ATTACHMENT DETAIL APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
\\ \ ON SHEET CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
\ \\ FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
\ \ 6) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO CERTIFICATION OR AFFIRMATIONS
\ \ ARE INTENDED.
"sx" \ \ FASTENER SCHEDULE:
W
\ ANCHORTYPE
1 INTO CONCRETE: 01/4" POWERS PERMASEAL TAPPER CONCRETE SCREW o o LL
WITH 1 1/2" MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 3" MIN. EDGE DISTANCE p z
1E10 INTO STEEL: 1/4-20 SAE GRADE 5 SMS SCREWS INTO 3/16" MIN. THICK A-36 STEEL MIN. o a ^ N 6 Ua
ELEVATION FULL THREAD ENGAGEMENT AND 1/2" MIN. EDGE DISTANCE Oow w O ll
N.T.S. INTO ALUMINUM: #14 SAE GRADE 5 SDS SCREWS INTO 1/8" MIN. THICK ALUMINUM �'" a x m
THESE 13LANS AND ALL PROPOSSD WORK (6063-TS MIN) WITH FULL THREAD ENGAGEMENT INTO ALUMINUM AND 1/2" MIN. r m a z ODE
ARE SUBJECT TO ANY CORASCTIONu EDGE DISTANCE. � w ° z 5 ' w
INTO WOOD: #14 WOOD SCREWS INTO WOOD (G=0.55 MIN.) WITH 2" MIN. PENETRATION .. L) o •,
REQUIRED BY PIFL® INSPEC RS THAT INTO WOOD AND 3/4" MIN. EDGE DISTANCE. a O o
"AY BE NECMA*Y m CAM TO ANCHOR SPACING �
CONFILY WIT H ALL APPLICABLE CODES. HEAD: REFER TO HEADER ANCHORING DIAGRAM ON SHEET 4
SILL: REFER TO SILL ANCHORING DIAGRAM ON SHEET 4
JAMBS: REFER TO JAMB ANCHORING DIAGRAM ON SHEET 3
— — DIRECTIONAL DOOR NOTES:
/ MOTION 1) ALL ALUMINUM PARTS ARE 6063-T6 ALUMINUM w
SENSOR EACH 9
SIDE OF 2) GLAZING: /6" LAMINATED GLASS.
PACKAGE WIDTH �B
3) CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE BUTT JOINTED, SECURED WITH G x=; E.
DOOR (4) FULL WIDTH 5/16" THREADED TIE RODS AT TOP RAIL, INTERMEDIATE HORIZONTAL x m g
i
INTERIOR __--- — MUNTIN BAR AND BOTTOM RAIL. 'ALL JOINTS ARE ALSO WELDED. LL ' =g
/ 4) THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF ALL SLIDING DOORS w pz F� 3
II _ / SHALL COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS AND c3
III "SO" METHODS OF TEST FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS.
o?
I.
EXTERIOR/ j "SX" // 5) FINISH: SPECIAL FINISH, TIER 1 PAINT, WHITE. W a §
6)KEYSWITCH -6 POSITION `-ffi
I III / 7 FAIL SAFE SOLEN ID LOCK ONLY. cacao
aim
DOORS REQ'D (1
DOOR #: -
PACKAGE HEIGHT INFORMATION FOR SURFACE APPLICATIONS COPYRIGNTENGINEERNG EGRESS
EMERGENCY CLEAR SU-100 & PACKAGE HEIGHT ROUGH CLEAR OPENING CAULKING 15-2815
BREAKOUT SIDELIGHT DOOR OPENING STANGUARD SENSOR
& SLIDING DOOR HEIGHT OPENING UNDER HEADER ALLOWANCE SCALE: SEE DETAILS Ol
PLAN VIEW 951/4" 951/2" 853/4" 1/4" PAGE DESCRIPTION:
PACKAGE WIDTH INFORMATION
N.T.S.
PACKAGE WIDTH CLEAR (SX) DOOR (0) DOOR CAULKING oE4
WIDTH ROUGH SLIDING WIDTH WIDTH ALLOWANCE -
OPF^L*yi OPENING LT , 95" 951 39 7/8" 48" 48 - V4" / SIDE
0
ANY ANCHOR
PER ANCHOR
SCHEDULE,
TYP.
JAMB ANCHORING
N.T.S.
COVER
K
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THRESHOLD
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N.T.S
THEM: PLANS AND ALL PROPOS5D WORK
ARE SUBJECT TO ANY CO%gECTlONu
REQUIRED BY PNFLD IANSpEC"S THAT
14AY BE NECENAZY IN Oyu TO
COMPL Y @A T H ALL APPLIChME CODES.
S. BIS P.E.
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15-2815
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( 95") PACKAGE
SEE"FAS"
�z1 HORIZ'ONTAL SECTION.,
N.T.S:
/
11
I 1
1,
f
6„
4"
"x 1/4" ALUMINUM
:+(6063, T5 MIN.)
PACKAGE WIDTH
13" O.C. MAX BETWEEN
INTERMED. ANCHOR, TYP.
3" 0.
TYP(
I I .
(2) 1" DIA. ULTRACONS (1 %4"
EMBEDMENT INTO 3000 Psi.
CONCRETE MIN.) AND MIN 2 YZ'
MIN. EDGE DISTANCE.
2"x6"x Y4" ALUMINUM TUBE
(6063-T6 MIN.)1
#14 SMS SCREWS
(4) PER ANGLEI
1 %"x 5 %"x Ya"
ALUMINUM "U" CHANNEL
(6063-T5MIN.)
NOTCH SLOTS ON ALUMINUM TUBE
TO ALLOW TUBE INSTALLATION.
a
NOTE;
ALUMINUM IN CONTACT WITH
MASONRY OR CONCRETE TO BE
COATED WITH ALKALI -RESISTANT'
COATING.
ALUMINUM TUBE. ATTACHMENT DETAIL.
N.T.S. (TYP. AT TOP AND BOTTOM)
CLUSTER OF ANCHORS CENTERED AT PANEL
OVERLAP. QUANTITY PER CLUSTER PER
ANCHOR SCHEDULE, ANCHORS IN CLUSTER
SPACED 3" O.C. TYP.
® ® ® ® o 1
PANELI
OVERLAP ui
KET INTERLOCK
ES CLUSTER
HEADER ANCHORING
JAMB BRAC
MOUNT HOL
N.T.S.
13" O.C. MAX 3" O.C.
�ALONYPOW,I 1 TYP_-.
CLUSTER OF ANCHORS IN
CLUSTER SPACED 3"
(2) ROWS CENTERED
JTITY PER CLUSTER
ANCHORSIN
ALONG ROW, TYP.
�4"-
5/B1
IN
END
TERMEDIAT PANEL INTERLOCK END
ANCHORS OVERLAP EXT CLUSTER CLUSTE
LUSTER
MAX PACKAGE WIDTH
THRESHOLD ANCHORING
N.T.S.
N
N
0
r�
■
JAMB BRACKET
MOUNT HOLES
THEDS PLAINS AND ALL PROP0850 WORK
ARE SUBJECT TO ANY CORRECTIONG
REQUIRED BY P19LO INSPHCXMS THAT
MAY BE NECENADY IN QMW TO
CO%4P L Y WI T H ALL-UPLICAME CODES.
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