REV-18-3734.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY:
INSPECTION LINE PHONE NUMBER: (305) 762-4949 —
FBC 20
BUILDING Master Permit No. ((9-220
PERMIT APPLICATION Sub Permit No.1-2:\/Ie ' 3 3
BUILDING ❑ ELECTRIC ❑ ROOFING tgf REVISION ❑ EXTENSION ❑ RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 0 CHANGE OF ❑ CANCELLATION ❑ SHOP
/�
CONTRACTOR DRAWINGS
JOB ADDRESS: 0 0 K I 1 th COU r+
• TAn
F c 1 3 2018
City:
Miami Shores County: Miami Dade Zip:
Folio/Parcel#: i t-- 2 2 .7 _- 028 - 0500 Is the Building Historically Designated: Yes NO A
Occupancy Type:
Load: Construction Type: Flood Zone:
BFE:
FFE:
.(. Phone#: 954- 505_ b76
Address: , e + ,� 44 0 ,
City: Nt(7 . Ny \1 L a e-Q State: `. L Zip: [ 41
Tenant/Lessee Name: Phone#:
Email: nictr sU cr. 6\ yq ha3,41.
OWNER: Name (Fee Simple Titleholder): MOM (C 11 IOU 2.
CONTRACTOR: , Company Name:
Address• (22.0 Wr Ls 54- �'��
City: Vern, ,, I ntS State: r L .
/�
Qualifier Name: --ar Cra'
°ha m ioe.r< cd\s4rucitiel co. Phone#: 166 - 54 . "36 8 6.
Phone#:
Zip: S� c 32 5 .
State Certification or Registration #: c (: j� (' 5c% Certificate of Competency #: ,1
C
DESIGNER: Architect/Engineer: T Wen ern'i l �, Phone#:i 8 G - 54-. 5'c -C
Address: 16 49-c 1 i E C t �. City: NO- m State: FL Zip: e3316r�_
Value of Work for this Permit: $ " • 1tboo Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Repll�a__c1e Demolition
Description of Work: I F . l cj L ci t ( I j"� rn ok \,-' dj9t+i7i1
q��
C nz 5. r Ca L' 2toor, rem �.5s C
f � � Ie oG AU/.
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ Io 0 • clz. CCF $ 1 •^^ coicc
d$
Scanning Fee $ Radon Fee $,Q . DBPR $ • W Notary $
Technology Fee $ vim• 'C5 Training/Education Fee $ 0 " 60 Double Fee $
Structural Reviews $ Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ ('�
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person -
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged beforee me this
12) day of P.-CIO , 20 I V , by
Marc.�VO U 7_ , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
************
APPROVED BY
Stephen Fkel
NOTARY PUBLIC
STATE OF FLORIDA
Expires 1 /18/2020
1'3
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20 1 , by
who is personally known to
m a o'h'a's prod iOUsi\
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
1" Plans Examiner
Structural Review
Stephen H idekel
NOTARY PUBLIC
STATE OF FLORIDA
d11M4111M`FRI#4'>**************
Expires 1/18/2020
as
Zoning
Clerk
(Revised02/24/2014)
?ecv- Door
_1
Busines & Professional .Regulation
ECIS Home i icyIn j Usei'Registration
s't ieFtoEbr.'SU-
.t SEMETARY
Product'Approval
USER: Public User
'Hot Tapia I Submit Surcharge i Stet's Facts. 'Publications I FBC Staff I BdS Site Mop 'Links Search 1
ProductAbbrovel Men¢ > Product or Anolimtioo'Seciiib 1 APitl!(ttian list s
• Application Distill
FL14569-R7
Application. Type Revision
Code -Version 2014-
Application Status Approved
"Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
;Comments
Archived,
Product Manufacturer )ELD-WEN
Address/Phone/Email3737 Lakeport Blvd
Klamath'FallS, OR 97601
(800) 535=3936'
"fbc1@jeld-wen.com,
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Kaede McLaughlin
foci @ jeid-wen. com
JELD-WEN Corporate Customer Service •••••• .• • • • •••
3737 Lakeport Blvd. • • • • ••• •
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Klamath Falls, OR 97601 • •
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(800) 535-3936 • • • • •
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customerserviceagents@jeid-wen.com • • • • • • •••••• • ••
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Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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Compliance Method Certification Mark or Listing
Certification• Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute.
Referenced Standard and Year (of Standard) Stantlard
Year.
TAS 201- 1994
TAS'202 1994
TA5 203 1994,
' 'Equivalence of Product Standards
Certified By
Product Approval Method Method 1'Option A
Date Submitted 11/11/2015
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Date Validated,
Date"Pending'FBC Approval
Date'Approved
Date Revised
Suniniary of Products
FL#.
14569.1
Model,:Number or Name
11/13/2015
11/20/2015'
06/30%2017'
Contours Steel; Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use 'outside ,HVHZiYes
Impact Resistant: Yes
Design Pressure: +60/-60'
Other: Product must be installed per manufacturer
Instructlons as stated on drawing )W0509-03
14569,2 I Contours Steel, Wood Edge
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-65
Other:
14569.3
Contours Steer, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside" HVHZ: Yes
Impact Resistant: Yes
Design Pres"sure: 4-50/-50'
Other:
Description
Full Lite Door, Outswing, 6'-0" Z-6'-8
Certification AgencyCertificate
FL14569',R7 'C CAC- NI006255=R7 Certificate odf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
FL14569 R7 II )W0509-03 Installation,od(
Verified By: Hermes Norero 73778:
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R7 AE PER3392:odf
Created by Independent Third party:'. Yes'
Full Lite Door; Inswing; 6'-0"`x'6'-8"
Certification Agency' Certificate-
FL14569 R7 -;C CAC -N1006255.02-R3'CPrtificate.bdf.
Quality Assurance Contract Expiration Date
06/30/2019
Installation Instructions'
FL14569 R7 II .3W0509-04 In'stallatein.odf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R7 AE PER3393.60
Created by Independent Third Party: Ygs' • - • • • •
• • •
Full Cite boor; Outswing, 6'-0" x 8* d" •
Certification. Agency Certificate • • • •
FL14569 R7 C CAC NI006754f45•CA-Fificate,odf •
Quality Assurance Contract Expiration Date • •
•
09/30/2019 • • • • • • •
Installation Instructions: • • • • •
FL14569' R7 -II )W0509-01 SS•243115,g1202;odf • •
Verified By: Hermes Norero 73471•'• - ' • -• • •
Created by Independent Third Po Par•ty• :fes • • • •
Evaluation Reports • .. •
FL14569, R7 AE'PER3391.odf • • •
Created by Independent Third Party:: Yes
•• •
14569.4
Contours Steel,' Wood Edge'
Limits of. Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes -
Impact Resistant: Yes
Design Pressure: N/A
Other:
•
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Opaque Door, Inswing/Outswing,14/ or W/o Irnpaat& Non-
ImpactRated Glazed Sidelites, 12'-0` x 6'-8" • • •
•• •
Certification Agency`Certificaie
FL14569 R7 C CAC NI011062 N1011062,01-Certifcate.odf
Quality Assurance Contract Expiration Date
04/30/2020:
Installation Instructions
FL14569 R7-II-)WQ37017FL Installation.pdf•
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
Fl14569'R7-AE PER3321.od('
Created by Independent Third' Party: Yes
14569.5 ( Contours:Steel,'Wood Edge
Limits of Use
?Approved for use in'HVHZ: Yes.
Approved for use outside HVHZ:, Yes
Impact Resistants Yes
Design Pressure: +45/-45
Other:.
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Impact Rated Rated Glazed Sidelites; 8'-4" x 8'-0' "
Certification Agency Certificate
FL14569 R7' C CAC='N1011061-R1 Certificate:odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL14569 R7' II 3W072012E.L-'lnstallation:odf
Verified By: Hermes Norero 73778 "
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R7 AE PER3322.pdf
Created by Indep4ndent Third Party: Yes
Contours Steel, Wood Edge._ Opaque Door, Outswing; w/ of w/o Sidelite, 8' 11" x 6'-8"
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Limits Of Use
Approved for use in HVHZ: Yes
Approved for use outside'HVHZ:_Yes
Impact Resistant: Yes
Design, Pressure: N/A
Other:
14569.7 + Contoiirs Steel, Wood Edge
Limits of Use
Approved for usein`HVH2: Yes
Approved for; use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure'N/A
Other:
Certification Agency'Certificate
FL14569 'R7'r C CAC NI011082-R1 Certificate odf
QualltrAssuranceContract Expiration Date
08/31/2019';
Installation Instructions
FL14569 R7 I1 S-7104 •Installation:odf
Verified By: Hermes Norero :73778"
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R7 AE PER3398.pdf,
Created by Independent' Third Party:'Yes,
Opaque Door, Outswing, w/ or w/out Sidelites; 8'-i1" x 8'-0"
Certification Agency Certificate
FL14569 R7 C CAC NI011096-R1-NI011096.01-.
RI Certiffcate.odf
Quality Assurance Contract Expiration Date
08/31/2019
Installation Instructions
1FL14569.R7 fI ,S-2108-01,odf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R7 'AE PER3832:odf
Created by Independent Third Party: Yes
sonnet Us :: 160181alr Stone Road. Tellehessee'Fl 77jyq phony i b50 `487-1824
'The -State of Florida k'an AA/EEO employer, toovrioht 2007-2013 State of Fiorhfa, :: privacy "Statement ..fAc eWblihv Stateme0f •9ytefund Statement
;Under Florida law emailaddiesies arc public records. if
mail to this entity. Instead, -contact the officeyou dayour t you U address i ny question inlease contact
to t050 k87.1305 rePumj, nt et ohsS/275
by i phone'or isby-traditionalnsnmaa. tf you have a mny quesst provide please women t with n ernil •pursuant to Section a 4ee. The
(l), Florida Statutes, effective October 1, 2012; Ikensees licensed under Chapter 455, F.S.'must provide the Department with In emi8 tddgss'M theyfly
emalis provided may be used for official' communication with the ikensee. However emall addresses are publk record. If you do nateth t;suppiy �� The
please provide; the Oepartment with an email address which can be made available to the public: To determine if you are a ikensee undo Chapter 4�5! �S.,afleases� dick bat.-
Produet Approval Ac��,a�ptai • • •
FEIONEWI
IM
Credii Card
-- Safe
S('t'tll'il y,t l l I I(',
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jELDWEN9 Steel
como6ARisTEI2 D004 w000 EDGE
T-R• OpADOE olirSsiva 8/PROF DOOR UNITS
1107714 1119171007710•4NPACTSIDELIT7i3
GENERAL NOTES
Iris PRODUCT LS DESIGNED 'TO coaky riot THE ouRREAT iLoRIDA suiLDRic
.CODE MO HAS EIEEN,TESTED,IN ACCORLIMCE MTH NIGH VELOCITY HURRICME
,
106IE NIOtt• REQUIREMENTS..
2. ROOD SUCKS 6Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LQ10S_T0 THE 'STRuCniac
2. PRODUCT 0610:HORS SHALT. BE AS LISTED AND SPACED PER MCHOR LOCATION
DRAIIWGS-+MCHOR EMBEDMENT TO BASE. MATERIAL STALL BE BEYOND WALL
DRESSING OR STUCCO.
A SEE TABLE ION DOS SHEE1'FOR'DESICN PRESSURE Rums.
4.„r&s PRODUCT MISS THE kula REOLRREAENTS FOR Ilytfr MKS SEE
ME DESIGN PRESSURE CHART 13a0w.
O. DOORS ARE IMPACT RATED AND DO NOT REQUIRE IMMN-DADE
APPROVED IMPACT RESISTANT .SHUT
7., 4114411-(MDE 'APPROVED IMPACT RESISTANT ,SHUTTERS ARE 'REQUIRED
FOR SIOEUTES
8. S/DEUTLS ARE AN OPTION AND CAP. BE USED IN. "DR DOUBLE
03NFEURATION.
Resoefraw. mi.suATro slat Dote iccmmon lo all kVA, COTIOCIV
cauPoniewr 674.4srmicrioNs•
Fa* 'hi.. 24 '40: (0.020, minimum thicknees,..Colviniied Steil A-525
:correnercial. quality - AKDD per AVIA 620 with overage minimum yield
strength *Fy(ove.).24,600
few de-Mpi• &Podded polystyrenesiLk 1.0 to 1.25 ex./cf density, by
VEL0-1601, INC. -
gag Panel Constructinn• The &dive and neebrs panels ore constructed from
2404. (0.020' min.) galvanized steel. The face sheet taps and bottoms we
bent 97 aver the top and bottom roil:. The top LVI.,rad measures 1,67'
wide a 1.042' high The . steel bottomroil us rail formed 0.022 patvanIzed
iteel.raeasuring 1.67' sides!1.21...high. -The sides *One Ease sheet 'are
,roll formed onto the ut latch stile and Ponderosa Pine hinge stile which
meoiun` 1.67' x 1.0'. The (Molar cavity' is tilted /Oh polystyrene. The,
fact sheets ore glued to the polystyrene -
fixed l ite Cost- The sash is constructed from 244 (0.020' min.) galvanized
etae& The edges of the tom sheet ore bent 90* over the eayalyrene core
land glued to IL The Waite panels ere routed to receive the 00( Lip Lite
'Frames or the optional Triunity Light Frames: (See sheet 7 for glazing
-*Nis.) The Me frames are e/ DSO gtozing-compound on the
, . exterior.
ffeasaaeltizii2a: The homes are construckd 'from Ponderosa 'Pine jambs
measirring,125',vkle!x 4.5625. deep. The dear and sideite head jambs
are+mortised old MI joined to the side Jambs and attached with (3) 1604.
1.7", 7/16",cown.vike staples. The watts use a standard bump tore Peneco
!threshold measuring 4.041' deep x 1.0".high. The threshold is attached to
the frame with (3) I6G4. 2' x 7116. crown wire staples. '
SHT
2
3
S
-7
8
TABLE OF CONTENTS
GE14ERAL NOTES AND TYPICAL ILEVATIONS
10101 CROSS SECTIONS AND &L OF MATERIALS
HORIZONTAL CROSS WL•TIONS '
HORIZONTAL CROSS SECTIONS MO NOTES
MI561C441610 LocAnoms AND DETARS
AsCHORING LocAnOnS AND DE7AIES
cu204 DUALS
LINT comPordENTS
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74.5' MAK OK FRAMO•1141)41 • • • • • .875. ,TrP. • • • a -a
.725- • • • • • • .5
7"
36.625' MAX. OA. • • • • • • • TIP.
- +PANEL Immo • • !a OA
• • • •
'III/ASTRAGAL • IWIN • • • • • •
• • • •
81.25'
81.25'
MAX
FRAC.
HDGFIT
I :
0,625'
_ r
: lEgi PI .0. CD
•• •••
,,,,,„, • Aeof• • • • • • •
•=• •=1. .4=7 a •••?• : : :•• :.
no'
'MAX. • • • • • • • • "
• • • • • '83.'
• • • • • C.
OOA AWL
A. • .
PANEL
HEW
e ,MEIGHT
4=w e2=.
3) .1
'BO
• 7-----4
,37.75• MAIL OAFRMf
] "ERNIE WIDTH
.875. )?.
PANEL MOTH
CEO 1:01
,110•
MAX.
OA
'PANEL
,HE1GHT,
4c=w 4:s
rt:ZZe
0.625'
yggiLE ourswoc IMPACT UNIT DQ(1
.ffilEILEULATUVR
,S•GiE OUTSKRAG impocr uoir-
TABLE , 426910211anag
1 DESIGN PRESSURE RATRac-pcx. Iltillt
ANTURA604 RECUREIVO S MEMO
SAW DOM Off (X OK AL OAR " .46 psi _yo pit
I
16/1101101HIFIC WORTS
80'
MAX
OA
•RAREL
Rpqm..
81.25".
MAK.
OA
MAME
HECK
0.75'
AAA
!0.4.
'FRAME'
0.75' -
1.875.
0.625'
7925%144X. OA :FRAME WOW
MARL fir Aux. OA _
tteR SOGAT FAME MTH
36' MAX OA '
'PmEL. mom
107' MAX OA FRAME WIDTH
- .125' 75' MULL:
36.625" 664X V.A.
PANEL 111DIN 36. MAX. OA.
WASTRtcAL .PANEL'ISIOTH.
Dote# ocoR O;CouL fr•M) +52 psi -57 NI 'Nhettitliy Fired by Hemet F. Noma. PE
'WOO 1121-11FACT scans - Reason: I am appnbrIng thbbocutnent
Pair 2015.02.1e 1E44:49 -qs•ao!
VI
6-.• MAX.
• D.LO.
ROTH
63.125'
MAX
OA,
HEIGHT!
Z2Ealattet-BaCi'
HNIT fOXrl) W/ NON -APACE
21XLIELKWELIMpago
155' LW. OA
=EWE KRUAE W10111
14' MAX. OA
PANEL 1170111
6'MAX
Q.A. aLo.
W IN
i63.125"
MAX.
OA
ozo.
HEIGHT
DOME OUISIMNG NMI
..LINIT (MN r/ me-Accr
ZELLUMEELEgaumage
PrepMed Dts
BUILDWG DROPS, INC
'Phone:, 954-3994478
'For 954-744-4758
a
in
1
A
a
5
in ••••••rg
a
a
✓ e.
Gee
WAAL ! .N.T.S..
OW. Or /WI
cm. Er! S. SWELL
Wenn ti10.,
S-2104 '
WIT 2,1_,
.0.75'"MIN.
EDGE DIST
t50-
-iMW
0.250' EMa
WX
1444
ff
81.25'
MAX.
CA
FRAME
'HEIGHT
80.0'
A1Ax.
OA
-PANEL
HEIGHT
.625'
0.250'
M4x
SHIM
1.25'
MIN.
2.50' AM. CONCRETE/ EMI,
DIST. I4ASONRI'
,BY OTHERS
'VERTICAL CROSS SECTION
-WITH. HIGH DAM THRESHOLD
0.75'- MW.
'EDGE'DIST.
'1.50"-
IMIN.
EMB.
"SEE 'DETAIL ,,7
:ONzSHEET'5:
NOTE 6 ON
SHI. ,4
-CON
MASO
BY 0
1J50',.MIN°
,PANEL THK.
SEE NOTE 2 ON
SHT: 4
81.25'
MAX.
OA
FRAME
.HEIGHT
0.125'
CUSS ;INK.
MIQR
SEE GLAZING
DETAILS, SHEET
7
SEE .NOTE 2 ONN
SHT. 4
SEE NOTE 6.0N
.SHT. '4
EE NOTE 8;ON
SHL 4
SEE DETAIL 7
ON SHEET 5
1.75' 2.50' MIN
MW. EDGE DIST.
VERTICAL CROSS SECTION
,AT SIDEUTE SASH
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5
6
7
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SEE NOTE 3
aS 4
• • I
• 1T
21
22
23
24
25
26
27
28
'29
80.0. :30
IM'X• 31
OA 32
PANG 33
NEIGH 34
SEE
NOTE- J
ON : :4.
CONCRETE/
MASONRY
BY OTHERS
DOOR46 ED. FACE SHEET 240A (0.02EE2
Mar ItAD FINER JOINTED-PONCEROSS1 PRE).
FRAM *a 4118IFINGER JOMrEO PONDEROSA PINE
FRAM6ME16H JAM0 FINGER JOINTED PONDEROSA PWE)-
4' r 4' BUR NNGE .120a. - ler RICER)
/9.x 1' PFH W0 0 SCREW OM TO'000R) ..
DOOR LATCH VILE
eJWSWWC POMO BUMP FACE THRESHOLD
-TRHtI14IL 16C. X 1` (FOR WILTON CAP)-
NOOK TOP Rm. 1p . -
DOOR HWiOE_STILE '(F1'RCER'JoR4mED PONDEROSA PINE)
i10 x 1 3/4' PFH WOOD SCREW
LOCK BOCK NIGER JOINTED PONDEROSA PINE) _
J/16'.11W TAPCON ANCHOR w/ 1 1/4' WN.+EMBED.
EXPANDED PaYSTYRENE 11.0 'to L.25 Ib./d DENSITY) BY JELD-WEN
NOT USED
2r "SUB BUCK
SHIM(0.25' MAXTHK. HIGH DENSITY PLASTIC OR GREATER)
KWIKSEI 400 SERIES KNOB
KWIKSEI TRAM 700 SERIES 06AOB&r (Nor:SFHOWN)
8 x :1 I/2' PUSCREW (oDLARE ERAmE)
x 2' PFH 1/7300-SCREW'
e
8 r 2 y2' PFH WOOD scRov
io 1 I ;PFH W000 SCREW (IMPERIAL ASTRAL L,TO'DOOR)
10 x 2' PEN WOOD SCREW
MULLION CAP .-. .
SILICONE CAULK (CR LAWRENCE 33 C) _
MATING CONFOUND (OSD.Br aIL)
BRAD TRIM nuL 160A 1 3/4' (FOR 3/8' QUARTER. -ROUND.)
J/8' WARIER ROUND SIDEUTE STOP
CORNER BLOCKS FOR STEEL DOOR BOTTOM RANI
SCHLACE KNOB SET iFS
1
35 SCHIACE OEAD80Lr ]8360 (Nor SHOWN)
J6 SIDELRE STEEL FACE SHEET 2404. (0.020' MIN. STEEL)
37 1/8'.TEMPERED CLASS (By PPG) _.
38 Oa 'LATE`FRAME SG (SPARrECH POLYCDM PP5530 C13) -. -
39 PRESSURE TREATED MUWON BAR :(3/4' x 4 9/16 x 81 -1/4 )
40ALUMINUM. EXTRUDED ASTRAGAL (BY WIPERML)
41 AS1rd4d1. STRYaE' PLATE (BY IMPDTL4L)
42 " YALE' KNOB HERITAGE SERIES
13 . YALE DEA08ar HERITAGE SERIES (NOT SHOO) - -
44 SIDEUTE FRAME HEAD, SILL AND JAMBS(FWCER JOINTED PONDEROSA PINE)
45, UTE FRAME 8Y TRWRY FOR 1/2' I.C.U.
46 1/2' INSULATED -TEMPERED GLASS (BY 1RNTY/ArPAC) -
47 LFJE FRAME BY TRIMLY FOP •1'
48 1 INSULATED TEMPERED CLASS BY�TRAY/AMPAC) .
49 UTE FRAME SCREW. 164 11/2 LONG PANNEAO: (BY TRINITY) '
50 CLA2ING COMPOUND 00W 1199
51 • lie Md7AUAnov SCREW w/ 7.50' mot EMBEDWDTT-
s2 POOR LATCH BRRYCE Pu►E
53 : DOOR LATCH DEAD BOLT STRIKE PLATE
WOOD
W'000
STFF1
STM
LW.
_ALUMINUM
STEEL
`STEEL
4000
'STEEL
WOOD
UEEL
FQW
8000:
STEEL.
STEEL
STEEL
.STEEL
STEEL
STEEL
- WOO 0
' SWORE
STEEL
W000
MDF
STEEL
STEEL
'STEEL'
,POLYPROP.
P.L WOOD
ALUMINUM
STEEL
STEEL
STEEL
POUPROP°
'GLASS.
POI. YPROP-
GLASS
STEEL.
SUCONE
STEEL
STEEL
STEEL
PT4PareO ,By
DULLING DROPS, yRC:
Phone: 954-399+8478
Ear: 954-744-4739
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DRAWING NO.;,
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1.50. MIN.'
CONCRETE/ 'EMBED.; '
1(ASGMIRY BY OTHERS
INACTIVF
OHORIZONTAL • CROSS SECTION
LATCH JAMB TO BUCK
SEE NOTE I
ON SHY 4�
Y Q
///
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SEE DETAIL
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,AT:IMPERIAL. ASTRAGAL
• • ••• • •
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Phone:-954-J99-8478
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SHT.
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DETAILS,
SHE? 7
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ON ,SHT. 4
0.750'
00 40
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• • • •
• • • •
• • •
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• • • •
• • ••
• •
SEE NOTE 5
ON SHE 4
SEE DETAIL 5
ON SHEET 5
ak.HORIZONTAL CROSS SECTION
111019 -AT SIDEUTETO .LATCH JAMB
NOTES:.
1-SPACING FOR ITEM /26 THE /10 W 1-.PEH SCREWS ATTACHIM; THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR 5 AS FOLLOWS: ROM THE TOP DOWN & THE BOTTOM "UP. LC, 2.5; 4.0', 5.5', Jac', 18.0et26.07.
2. .sPaciNG FOR ITEM 123 THE/6 x ;1 1/2' PIASCREW IS AS rouciws:
70P & BOTTOM. HORIZONTALLY SIDELITE PANEL; 3.0" IN FROM EACH CORNER.
'ON THE SIDES: VERTICALLY. FOR THE- SIOELITE PANE1S. 30", 13.0", 26.0 :39.0: 52.0"& 63.0".
3. SPACWG,FOR ITEM .131 THE I6GA r 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE AND
ITEM /9 THE 16GA. X 1" BRAD -TRIM Mk ATTACHING THE MULLION COP TO THE MULLION BAR VERTICALLY, IS AS
,(1) NAIL MID -SPAN.
FOLLOWS: TOP .& BOTTOM HORIZONTALLY (FOR THE" 3/8' QUARTER 'ROUND); '1.25" IN FROM EACH CORNER WITH
ON THE SIOES VERTICALLY (FOR BOTH 3/8' QUARTER ROUND & MULLION YL cAP-25" FROM EACH END & SIX MORE
;EQUALLY SPACED ON THE FIELD.
4. WHEN ATTACHING .THE STRIKE PLATE TO ',THE JAMB AND BUCK USE 'ITEM /25, A /8 x 2 .1/2" PFH WOODSMEN.
WHEN ATTACHING THE;STRUCE PLATE TO THE,JdUIB AND SMITE JAMB AT THE -MULLION USE ITEM 124, A 18 x'27
PEN WOOD SCREW. ,
5. SPACING FOR ITEM /25' INC x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT -THE MULUON,
IS AS FOLLOWS.:.6.0. FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY 'SPACED on THE FIELD.
6. INC SlDEUTE PANEL IS SECURED INTO INC SIDEUTE JAMB W/ ITEM /29 SIUCONE CAULK -ON THREE SIDES AND
3/8' QUARTER ROUNDS SECURED.WITH /31 BRAO TRIM NNLS x 3/4' LONG.
075
7.. WHEN ATTACHING INC HINGE TO INC JAMB AND BUCK USE ITEM /27, A 110 x 2" PFH SCREW. WHEN -ATTACHING THE HINGE TO INC JAMB AND SIDEUTE JAMB AT INC MULUON USE REM /14. A /10 x,1 3/4" WEI '1,1000 SCREW EIS{
8. SPACING MR GEM /49 INC /6 'x 1 1/2' PANHEAD 'SCREW (TRINITY UTEFRAWE) IS AS FOLLOWS:
SIflFuw 11TEERANE FROM INC TOP DOWN VERTICALLY. 3.25', 18.0625". -32.8125; 47.5625' & 62.625". '1 .
SIDELITE UTEFRAME TOP & BOTTOM. FROM INC LEFT. ONE (I) SCREW AT 4.4375'
9. ALTERNATE CONCRETE/MASONRY :INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED ,UPON APPROVAL OF INC ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION.
10. filSE ITEM ,/51 ;WHEN INSTAWNC INTO w000 suosoulr AT HEAD & JAMBS USE ITEM /25 MEN INSTALLING INTO
MULLIONS: 14 ITEM /16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SUETY SILLS.
•
CONCRETE/
MASONRY
ar OTHERS
• • • • • •
• • • • • •
•
•• ••
• • • • • •
• • • • • • • •
.1.750MIN.
fX166OR INC.
• • • 111011 ••
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SEE NOTE 7
ON SHL 4
SEE NOTE 5
ON SM. 4
SEE DETAIL 5
ON SHEEL5
1..\ HORIZONTAL CROSS SECTION
'<41./.AT SIDEUTE ,TO ,hiNct Jam
1.50" 1194.
EMBED.
SEE NOTE 3
ON SKr. 4
SEE GLAZING
DETAILS, SHEET 7
;SEE 'NOTE.2
ON. SHT. 4
SEE NOTE 6'
on .snr. 4
SEE GLAZING
DETAILS, SHEET 7
'EXTERIOR
1 1 ,
ai25 i611.. rINTERIOR
GLASS INC
SEE NOTE 2
'ON S'Fir.
HORIZONTAL CROSS SECTION
SEE NOTE,6 toMiAlikLITE -TO BUCK
sS F. Aif
0 0
SEE DETAL 5
'ON SHEET 5 , I
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Q250" MAX.
MCI
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0 13.85",
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• • • • • • • •
• • • • • • •
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• • • • • •
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12.50'
TYR_
6.66'
.00' TYP.
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12.125'
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SEE DETAIL .3
ON RS SHT.
DOUBLE DOOR -VITHOUT SICEUTES 'ANCHOR LOCATIONS
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ASTRAGAL STRIKE PLATE
SEE DETAIL 4
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HINGES TO ,JAMEt & DOOR
70.25' WX OA FRAME WIDTH
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SEE DETAIL 6
ON RS 2ff.
• 45.507'
36.625'
3.00' Typ:_i
. DETAIL 5
STRIKE PLATES TO ASTRAGAL
TYP.
SEE NOTE 5
ON SHEET 4
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FOR ANCHORS
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'HORDING DROPS, PC
Phone: 954-29-8428
'Far 954-744-4736
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$ S-2104
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81.25'
MAX.
OA
FRAMEiHEXHT
450 ,TYP."--
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3.00
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O 13.85'
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107.00' MAX. 0A FRAME WIDTH'
tSEE DETAIL,2
ON SHEET 5
16.41 " ,TYP,
E7.00" TYP.--L
7.00 TYP.
13.41" Tr.
I s.00' TYP.
TYP
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7.00' TM.
SEE -,DETAIL
ON SHEET 5
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VIEWED FROM ;NITEMOR.
7.375'
3T'
31,".
SEE,DEWL 4
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5
SPACES
13.85
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6
SPACES
O 11.54'
• •
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• • • • • • • • •
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FRAME WIDTH.
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• • • • ••
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SEE DETAIL 1.
7,37'/ ON SHEET 5
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EXTERIOR
INTERIOR
0.125" MIN.
TEMP.CLASS
ICKNESS
0.50•
Cl ASS
BITE
SEE NOTE 2
ON !SHT 4
QLAZ/NG DETAIL
COL UTE FRAME SINGLE PANE
ILE TEMPERED CLASS
SPARTECH
POLYCOM PP5530 C13
75' x .50. INTERCE
0.50" STEEL SPACER
CLASS
BITE
"SEE NOTE .8
lXl SHT. 4
6LAZINC LIETAIL J
TRINITY UTE FRAME
.1' INSULATED TEMPERED CLASS
LUPOY'EU-5007
0.125' TEMP.
,GLASS
0.125' TEMP.
CLASS
EXTERIOR
INTERIOR
• • • •
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0.500• MIN,
CLASS `M K.- 0.125' TEMP.
class .1
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0.50 INTERCEPT GLASS
GLASS STEEL ,SPACER
BITE
SEE NOTE 8
ON SHT. 4
GLA2WG DETAIL "2
TRINITY UTE ,FRAME
T/2• INSULATEO'TEALPERED.CLASS
„LURJY EU-5007
45,
0.250• AIR
SPACE
•
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ALL 'GLAZING COCONf1GURAITONS
SHALL COMPLY WITH SAFETY'
GLAZING ,REQUIREMENTS OUTLINED
IN FBC SECTION 2406.
Propane_ 8y:
!MOW DROPS, ANC:
Phony 954-399-8478
For .954-744-4738
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PINE
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NOcK
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Seves USA, Inc.
6605 Cypresswood Drive, Suite 450
Spring, TX 77379
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mia mid ade.aov/cconomv
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservethe right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Seves, Week and Vitrablok non -impact Glass Block Systems
APPROVAL DOCUMENT: Drawing No. 1614, titled "Seves Spa/Weck Non -Impact Glass Block System"
sheets I and 2 of 2,,dated 09/23/2008, with revision Al dated 10/29/2010, prepared by W. W. Schaefer
Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade
County Product Control revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the following: MDCPCA and each packaging unit
labeled with the manufacturer's name or logo, city, state, model/series and following statement "Miami -Dade
County Product Control Approved".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been r1J hange
in the applicable building code negatively affecting the performance of this product. • • • • . ; •• •
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or champ an dt�e•••
•
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endosseger& of anyprotltict, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cosaply•rith any section of •
this NOA shall be cause for termination and removal of NOA. • • • • • •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displii;d; .hen it sbali �� done
in its entirety. •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactm$r oA it$ distributors and
shall be available for inspection at the job site at the request of the Building OfficiaL • . •
This NOA revises NOA II 13-1017.08 and consists of this page I and evidence page -e, as well §, agptoval •
document mentioned above. • • •
The submitted documentation was reviewed by Carles M. Utrera, P.E.
•
.
. •
•
.•
NOA No. 14-0513.11
Expiration Date: February 4, 2019
Approval Date: August 7, 2014
Page 1
.
Seves USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 11-1122.05"
1. Drawing No. 1614, titled "Seves Spa/Weck Non -Impact Glass Block System" sheets 1 and 2
of 2, dated 09/23/2008, with revision Al dated 10/29/2010, prepared by W. W. Schaefer
Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E.
B. TESTS "Submitted under NOA # 08-1124.02"
1. Test report on 1) Air Infltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of their Glass Block, prepared by
Hurricane Test Laboratory, LLC, Test Report No. 0471-0505-07, dated 07/23/2008, signed
and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS "Submitted under NOA # 13-1017.08"
1. Anchor verification calculations prepared by W. W. Schaefer Engineering & Consulting, P.A.,
dated 10/08/2013, signed and sealed by Warren W. Schaefer, P.E.
"Submitted under NOA # 08-1124.02"
2. Anchor verification calculations prepared by W. W. Schaefer Engineering & Consulting, P.A.,
complying with F.B.0 2007, dated 10/06/2008, signed and sealed by Warren W. Schaefer,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CER 1 D ICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 and 5th edition (2014) FBC issued bX
Schaefer Engineering & Consulting, P.A., dated 04/10/2014, signed acid spitted by W9i'rbn W.
Schaefer, P.E.
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"Submitted under NOA # 13-1017.08"
2. Statement letter of no Financial interest issued by W. W. Schaefer Engilledittg & Cans ifting, •
P.A., dated 09/04/2013, signed and sealed by Warren W. Schaefer, P.E.' • •'
"Submitted under NOA # 11--1122.05"
3. Distributor agreement dated 09/28/2011.
• •
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••
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I •• •
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 14-0513.14
Expiration Date: February 4, 2019
Approval Date: August 7, 2014
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E -1
IEtE(1AI NOTES'
1, TII15L: CIA55 0(OCK SYSTEMS IONE /TEEN TESTED, /10J.Y2ED 41 APPROVE° EON UESICII PRUSLIRES
NOT 10 EXCEED THOSE SHOWN in 1HE. 'ALLO'NAOIE DESIGN PRESSURE TN111:(5).
2, OPFNDNM, DU01(I(0 & 0UCKIRO ITSIENEIIS MUST DE PRUPCRLY DESIGNED & IRSIAULY) 10 IRANSECT
WIND LOADS TO THIS STRUCTURE.
3. All IMMURE k 1'A51EINAOS SHALL OE III ACCORDANCE WITH i11ESE 011AWA(GS & "1101. I100 VARf
UNIE55 SPECIFICALLY MENTIONED ON TIE ORAWINI(5. SPL'C11R:D ANCHOR EMBED Y0 WOE MAT1RL0L SIU,II
0E DEY0N0 WAIL 1NUS11 ON STUCCO.
4, THE DE0NLS & SPECiFICATIORS SHOWN TIERED, REPRESENT 111E PRODUCTS 1ES1E:0 & PROPOSED FOR
41ATER, AIR, 1'OTLCEO ENTRY k U11N'M(UI STATIC at PRESSURE, TESTING IN C01IFI00IM00E YNlli THE FLORIDA
(0)1011441 CODE PROTOCAI TAG-202 FOR NON -IMPACT GLASS MOCK SYSTEMS,
0. THESE CUSS 010CK SYSTEMS HAVE OI:EN OISR:HW O1 A0000II CC Wt111 Nlfl MEET I111:
REOUIREAIENIS OF DIE FLORIDA OUAUD(0 C00E (�F0C) INCLUDING INGII VFLOCIN HURRICANE ZONES (NNW).
0. THESE CIASS BLOCK SYSTEMS ARE N(NI-IktilgT'IWF:11 k OUST Hf. SINr160E0 1RIII A (L01ROA CO(0.
N'PRENEO SHUTTER MIME IH/0Lp (ff CODE,
7, All ANCHORS SECURING 1HE GLASS BLOCK SYSTEM TO PRESSURE 1REA1E0 BUCKS. ON ROOD IRAUINO
SIVLI. OE CAPMIL0 0f' RC:11611 MG CONHU510N CAUSED IA' RIE PRESSURE T(EAONG C1111II1CAl5 IN 111E
WOOD.
6, 001400INE FILE POSIINE & HD)AINI: DE510N TOADS TO USE MIEN REFFRUICING THESE FKKIVI/it111 (11
ACCORDANCE I'RII TOE 0105INIIN0 CODE AND CGVE7(NINO Stil3N) WAGON/T. FOR WINO LOAD CALCULATIONS
III ACC0R0AMCF. WRIT TEIE FLORIDA 1111ILOi110 COOL; A DIRECTIONALITY ('ACTOR OF Kd m 0.05 MAY DE
APPLIED PER THE ASSCE 7 STNINT°
0. No INCREASE IN ALIO/ABLE STRESS IIAS 11F.E11 USED 111 TIE CERTIFICATION OF THIS PRODCCT. 0110
LOAD DURATION FACTOR Cd . 1.6 WAS USE0 FON W000 SCREW ANALYSIS Only,
10. PATFRWS, 11101Eg(RO OUT 1107 111AIE0 TO 611:11.0d1of1TS 11IAT COME INTO CONTACT WITH011I(R
OISSDAIN1 f1ATE/IU40 COHII LIEET 111E RECIRR0.(EET3 OF FLORIDA DURUM CODE CI W4EI1 2D.
11. THIS GLASS °LOCK SYSTEAI IS N0t1-1.0A0 MARINO AND STALL NOT DE USED 10 SUPPORT
CONSTRUCTION AUOW: THE MERINO,
•
PRtwUCE RI;VLSiD
e mmplyirlg w14 tlm flod,00
Pukkg Lair
Mama* Nn
GLAS, .QLQc"J(( SYSTEM CQNBTRUOM;
mone 13ETWEEN ALL BLOCKS SHALL BE TYPE Al Olt S MORTAR PER ASTM C2'/0.
MORTAR SHALL DE PLACED FULL DEPTH OF All. RI00170 BOTH HORIZONTALLY &
VERTICALLY. MORTAR JOINTS SHALT. 13E MINIMUM 1/4" TO MAXIMUM 3/8" TRICK.
1 AI)D1'R RFINFOR,C,INOL SHAH. BE PI ACED IN ALL HORIZONTAL MORTAR JOINTS (12"
0.0 AND BE CONTINUOUS FROM ONE SIDE TO THE. OTHER. SET. ",ADDER
REINI'ORCEMENT BFTA11." ON STIFF!' 2 P0R DETAIL OF REINFORCEMENT,
PANEL ANCHORS( SHALL BE PLACED Al EVERY HORIZONTAL MORTAR JOINT EACH SIDE
OF THE OPENING, ANCHORS SHALL UIi BENT 90 DEOHEES SUCH THAT A 16" LONG
LEG IS EL#3F.IXIED IN THE MORTAR JOINT AND AN D" LEG IS AGAINST THE
SUPPORTING SUBSTRATE. SECURE THE ANCHORS TO THE SUBSTRATE PER THE
ELEVATION. SEE "PANE,. ANCHOR DETAIL" ON SHEET 2 FOR DETAIL OF ANCHORS.
p_EjmETER EXPANSLQlIITRIPS1 MAXIMUM 3/11" HOCK EXPANSION STRIPS SHALL BE
PLACED IN 24" LENGTHS AT THE SIDES AND (,SAD, STRIPS SHALL BUTT TOGETHER
AT ENDS TO FORM A CONTINUOUS STRIP AROUND THE .3 SIDES OF THE GLASS BLOCK
OPENING. SET: "EXPANSION STRIP DETAIL." ON SHEET 2 FOR DETAIL. OF STRIP.
PERIMETER SEAIANL SEAL AROUND ENTIRE BLOCK SYSTEM P1RBALIE1( MTI1 A HIGH
GRADE FLEXIRI.F. SEALANT THAT IS RATED FOR PROPER ADHESION 10 00111 THE CIASS
BLOCK AND THE SUPPORTING SUBSTRATE. CHOICE AND PLACEMENT OF THE
PERIMETER SEALANT IS THE RESPONSIBILITY OF THE 114STAI l ER,
PANEL ANCHOR REQUIREMENTS TABLE
PNiN -- -- ..._
OPENING TYPE CLIP TO OPENING FASTENER TYPE AHINM1AlIM MINIMUM
(SUBSTRATE) • • • � •• EMBED EOG1 DIST.
THIN. 2X4 WOOD FRAME OR Eal�K II"• • • • • • i
(MIN. OR, 3 k G 0.55)• 0) 70/4' ClNCRETE•SCIiEW• • 1 1/4" 3/4."
i •• 1 • •- • • • • •
MIN, 18 GA. 54 KSI MLTAI. ST110•N0, 1/1-14 GR. 5•-S�ELR' 'fRP/ tIL h;1'(EW FULL. 1/2"_MIN. 1/8" TIIK A36 STEEL• • NO.. V1-1414 �3Z. T SELF lAP/DRILL SCREW FULL - 1/2"
LAIN. 1/8"'INK GOG3-35 ALEN. N0. 1/4•-14 GR. 5 SELF TAP/DRII.I. SCREW FULL 1/2"
C-90 CMU(2500 PSI CONCRETE (1) 1/4" CONCRETE. SEREST 1 1 4" 2 1/2"
(i) CONCRETE SCREWS SHARE OL•LtlU UL1 A , C0•CRETE.! , 11;4 I MSGT/RED
HEAD TAPCONS OR I .I 1''IK- ON II (II D. E..D . LEI. OR S,"•). • •
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• 72" MAX, UNIT WIDTH - -- - -
EXTERIOR ELEVATION;
GLASS BLOCK SLSII
SCN.5: 3/4" = 1'-0"
ALLOWABLE BLOCi_SIZE TABLE
11.75" X 11,75" (NOMINAL 12X12)
7.75 X 7.75" NOAINA1 8X8
5.75" X 5.7:" NO INAL OTC
5.75" X 7.75" NOLINAL 6X8
3,75" X 7,75" NOMINAL 4X8,
' ALL SIZES STATED liWE A BLOCK
DEPTH OF 3 7/8". '
* ALL GLASS USED WITH THE BLOCKS
IS ANNEALED,
•
Til .-F 401144 NIT N'4Ei Ix 1 u. 'nnw , n n aA c AO- in.
SPF.OD11O, MIT I/45 110E DE US10 f0R RIE A551110LY rxa kWa
µ11/OI Yr01A IIOII Of /Eff O'RI13( PRODUCT 110K TAY m 1, =i-
nIA)' DE MLO TOR (HIA0NAL N(0/OR LOCAL APPROVAL ...IT 0111J/tR
M' INf PRODUCT NOT 01I0OUGTO Of I(12 UAIU('/F1URf1
;3AU11 ON lnisc Dn>rg2gy.__
3 7/8" WEEP HOLLOW GLASS
BLOCK WITH 1/4" TO 1/2"
GLASS WALL THICKNESS
CONSTRUCTED OF 2 HALVES
OF PRESSED GLASS' PARTIALLY
EVACUATED k PERMANENTLY
SEALED T3Y HEAT FUSING THE
2 HALVES TOGEIIIER, BLOCK
SUPPLIED BY ST',VES SPA C/o
WEEK CIASS BLOCK, (SEE
SIZE 'FABLE ON THIS SHEET
FOR APP)HCAR1F. BLOCK
DIMENSIONS.)
-SUBSTRATE PER "PANE,.
ANCHOR REQUIREMENTS
TABLE" ON THIS SHEET
-• I'ANLL ANL'13011 Ay EACH
HOIIIZONTAI. JOINT END
BE1WFF.N GLASS BLOCKS.
REF, "PANEL ANCHOR
DETATI" ON SHEET 2,
rPANEI, ANCHOR SCREW
"2 PER ANCHOR). SCE
PANE,- ANCHOR
REQUIREMENTS TABLE"
ON 11115 SHEET FOR
REQIRKF:MEN I S. MACE
MAX, 1 1/2" UP FROM
ANCHOR BEND HEAL.
PRODUCIf iL110IJ71U
a complying with mD audea
At 2 DS
�!?
PAalaUCyWT�RWq/ PbWo0
'641 � 'iyt• x\Y.1k.4•0I-to4`',
ALLOWABLE DESIGN FHPRnSSUEM(omLNl YRa
+1-70 PST z O
41�►:r:
1
kg R
r
7-
:i
woo. NO.
1 61 4
REV.
A
MET 110,
1 00 2
SUBSTRATE BY OTHERs•-•.,
PER "PANEL ANctioR 3/0" MAX.
REQUIREMENTS TANLE SPACE
.)1•Z/ 47/./1"
SEALANT 11y•
OTHERS
a"
TYPE M OR S ••-• •/
MORTAR (REF)
I EXTERIOR
•• •
•
SEALAN• HY•
OTHERS • •
EXPANSION STRIPS
(RFF.)
F
-PANEL
ANGTIOR PER
ELEVATION
ikr TO 3/8"
3/0" MAX SPACE --I
PANEL --
ANCHOR
SCREW PER
ELEVATION
EXPANSION -----
STRIPS (REF.)
SUBSTRATE BY OfIIER;\"'
PER 'PANEL ANCHOR
REQUIREMENTS TABI.C"
-LADDER
REINFOliormENT (REF.)
-MASS 8LOC1(
(REF.)
TYPE Al OR S MORTAR
OV. ••
• • • •
• • • •
• ••• •
• •
i/4" MAX.
SUBSTRATE BY OTHF:RS.----- •SPACE.
PER "PANEL. ANCHOR
SECTION -A
REQUIREMENTS EARL E", •• VC: 1 /4•FUc
4I.
.
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• • • • • • • • • • • •
• • • • • • • • • • •
1/4” TO 3/8''
MORTAR SPACE
-GLASS BLOCK -TYPE OIL s
(REF.) MORTA (RE.F.)
/
•
A t-
ANCiloR
-PANEL
• •••-- SEM ANT ,IIV
OTHERS PER ELEVATION
SECTION
,§CALE: 1/4 FULL
OD
2
N
N .
0 GAGE (o.i5" DIA,) HOT DIPPED
GAIVANIZED STEEL. SIDE & CROSS RODS
(CROSS Roos AT 113" MAX. D.C.
EIECTRIOALIY WF.I.DED TO SIDE RODS)
JAMEANEORCQADEDETAIL
3/0" MAX, THICK POLYETHYLENE
- 24'
EXPANSION STRIP DETAIL
0"
1 1/2" _
MAX.
••().
1 3/11
2" TO 3"
,-BEND LINE
/ MIN. 20 GAGE (0,036" THIN 33 KS1
HOT DIPPED GALVANIZED STEEL
16"
24"
PANEL ANCHOR DETAIL
PRODUCT ROWED
as mapbiso with tho Flosids
0)1.
•
Atte•Unt• Net •••• •
Reptftlidl,,fLPOI '
:14446e:rmiett Colette.*
PRODUCE0,1111WED
ta comply* With the Midi
fivl Mine CoA0
Moettenoilie -04 .4'0
PY
Miss.;
1511 UWE WNW.%)
coniply4 sIthbiflil6M
Ltuildhig Cod,
Amigo/10
N,930•1
Alt
eirke •
1114 er"
wAu.
A
2 r •
, 1A ,
onmeANG fx3JRFN.
14
SIMI' 6.
2 C'F 2
•