WS-19-664&top 16
W4w'AlAi 106
i *
44-1111C
Miami Shores Village
Building Department 'r`t
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY:
BUILDING
PERMIT APPLICATION
F-IBUILDING ❑ ELECTRIC ❑ ROOFING
V d 1 2h19
FBC\ 120i j
Master Permit No. VJ
Sub Permit No. W S 'v3 -1 c�
VISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 913 u6 i 03 P" <,, -
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 1) 2 13 LP o i 3oLt i D Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 62U �_fV5 GBAV (.(,[_ Phone#: _70LP j 3qi 6 77 y
Address: (050 1V_C 3at �ii� 04Lf o9 bO3
City: PA-V-11 State: W, Zip
Tenant/Lessee Name: Phone#:
Email: —
33137
CONTRACTOR: Company Name: 04u i L owoww &W Phone#: -gam b--7cl
Address: 24.0 ON 821 t4- Nt Lc;421
City: �&(,4,44 State: Zip: 3 3c fS
Qualifier Name: �tC�4irV+j� Pr, &&A� Phone#:
State Certification or Registration #: (A U 1 '52L 3 NJ 1 3 Certificate of Competency #:
DESIGNER: Architect/Engineer:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/LinearFootage of Work:
7
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑" Repair/;Replace ❑ Demolition
Description of Work: SYIt}k-VCV 5 V,'OY1 1 Lfiyv�1' aV �
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW, DUE $ 4- 1
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 .
NER or AGENT
The foregoing instrument was acknowledged before pme this
V
--�5+ day of 1 Oy 20 I by
Kn'AS-' kock b, I
is personally known to
me o v�o has produced L as
Signatur�
CONTRACTOR
The foregoing instrument was acknowledged before me this
dayofNWemb�P-- 20 l"1 by
ha R V who is personally known to
me or who has produced L- 6)oy as
We ificatl n an who td take an oath. identification and who did take an oath.
NO RY P LIC ��� '1�N. F/p NOTARY PUBLIC:
iG�'H25 ��
sA
Sig i
_
� • o : * `Sign:
Z • Z #GG 287268
Print:
Q r o ��d �� �-S' Prin
i��{ �b��c 0npe p� �� : a. NotaryPublic- StateofFlorida
Seal: /// �1 STAi0" ���\` Seal: I �
MyComCommSExPlre Ma�y22 2021
8059
;I III III Bonded through National Notary Assn.
,e Z
APPROVED BY ` v° Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
M IM I®D�ADE
•
DEPARTMENT OF REGULATORYAND ECON
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
,9
MIAIVII-DADE COUNTY
r ODUCT CONTROL SECTION
RESOUR 0 11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
(786)315-2590 F (786)315-2599
www.miamidade.ew/economy
Florida Storm Panel Supply, LLC L
NG REVIEW
14475 N.W. 261 Avenue
Opa-Locka, Florida 33054 VED
SCOPE: ....."""""'., '—•
This NOA is being issued under the applicable rules and regulations governing the use of:co als. • • • ...
The documentation submitted has been reviewed and accepted b Miami -Dade CountyFJEM- Pioduct.'CpaQpl •
Section to be used in Miami Dade County and other areas where allowed by the Au on j.%Ong Jurisdiction ' • • • • •
.... ......
This NOA shall not be valid after the expiration date stated below. The Miami-Dade.pty Prod'uc� Control'
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CountX)'irserve thrrightto have
this product or material tested for quality assurance purposes. If this product or materiel fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may unmed lately revoke. ;
modify, or suspend the use of such product or material within their jurisdiction. RER resejrgs the right 18 revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section thAfthiS product of materM
fails to meet the requirements of the applicable building code. • • • •
This product is approved as described herein, and has be,m designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-UH ", sheets
1 through 4 of 4, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on September 29,
2017, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and
the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the
following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS-
202, and TAS-203, unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change 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 change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
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 displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #17-1017.19 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
MAMFDADE COUNW �. &C4� '' NOA No. 18-1114.03
. Expiration Date: 01123R020
0 / o %�� q Approval Date: 01/10/2019
Page 1
Florida Storm Panels, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02
A. DRAWINGS
1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last
revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E.
B. TESTS
1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test d..:,
Cyclic Wind Pressure Test prepared by Construction Testing Cordara`iari
4q, Report
No. 02-041, dated November 18, 2002, signed and sealed by Yamil G.-Kuril PZ."' •
2. Test report on fastener by Construction Testing Corporation, RepAr rNo? 02-007A,
dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. ."". ."• •.
3. Test report on Wood Bushings by Construction Testing Corporatiglj,, sport 1Vo.�02-
038, dated October 07, 2002, signed and sealed by Yamil G. Kuri,.B..W.' : • • •' •
C. CALCULATIONS
1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, Vheg!q 1 through,26
of 26, dated November 18, 2002, prepared by Frank L. Bennard3,'P.E., sided t�pd
sealed by Frank L. Bennardo, P.E. 0 0
2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L.
Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report.
2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number
1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
E - 1
kt-� d. ktllloll—
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-1114.03
Expiration Date: 01/23/2020
Approval Date: 01/10/2019
Florida Storm Panels, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01
A. DRAWINGS
1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets
I through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed
and sealed by Yiping Wang, P.E., on April 06, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
•..• •..•
D. QUALITY ASSURANCE
1. By Miami -Dade County Dept. of Permitting, Environment, and Regt ta" y Affpl ,s; ;
E. MATERIAL CERTIFICATIONS
I None
••
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL It 12-1210.01
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
I. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0615.06
A. DRAWINGS
1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets
1 through 4 of 4, prepared by MCY Engineering, Inc., last revision #1 dated May 27,
2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
E-2
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-1114.03
Expiration Date: Ol/23/2020
Approval Date: 01/10/2019
Florida Storm Panels, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-1017.19
A.
DRAWINGS 0 •
1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Pane1;LMI•'�, sheet/
I through 4 of 4, prepared by MCY Engineering, Inc., signed and seaftl byYipin��Wan
P.E., on September 29, 2017.""'
•
B.
TESTS
.... •.••
1. None.
.....
....,,
C.
CALCULATIONS •
1. None. :
•
D.
QUALITY ASSURANCE
•
1. By Miami -Dade County Department of Regulatory and Economic Resources (MR).*
E.
MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Letter of Compliance with the FBC, 2017 Edition, prepared by MCYEngineering, Inc., signed and
sealed by Yiping Wang, P.E., on September 29, 2017.
7. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-1114.03
Expiration Date: 01/23/2020
Approval Date: 01/10/2019
E-3
C;v-�C16� kxyl��lS sa0e��
—sha� �rn��npaw o ds
s
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c v-
-(iouTHaNi owiL) zow 3.37S MAX
O.S7T tl,31,17"*
W POLL ,3Br TOPMwUHf
1.Stz (WNNME
ASREQD)
I? rr`�751•
OPOOHM im4o STITCH
BOLTS WIM WWSHERs
WNGIUTS FASTENED
OVERLAPS GI MIDBPµ
(LSE APPROPRIATE
SPANTABLE) .
1 gEL = 4 BUCK y TRACK PLNI NEW
00r
000' Xi
1S GAGE (M.OS1rOALV.
—{ 0.125-M. STTFI,GRADE sO)
e
t.or MN SAW MAX QQ MAX s.00? 1 ( p S 1.00r
ei B MOUNT
PQOTB MN (CONK TYPE
DED ANGLE
BULL DOUTICLOSURE AND J-PAN CLOSURE hWABHER®YYINONUT HER /.�1HEAug cm CAP /AATYPICAL MOUNT EL AT10N
RAMAC� Vi MAY BEAT
0 0 B 7/ ��RILD MY•�Ta DEEP TI'PK'Al NTi O
OPTIRMLREOIMED ONLY TOPS��� O+pWp
20Ar AANCH TRL•a HEAD = 1D
CMKN/O
1.97r
toe •. satr '
GENERAL NOTES: O.Dr OGSS- tp . 82•r 0.08T TOP MOUNT LAST PANEL TYPICAL PANEL ABOWE
0. (COHI1 TYPE OEFO PAT$ PANEL
ADTION
AS SOD)
iRUCTION pyEiiL/Ap Z
1. THY SHUT" SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE 0.00r }j,
MISSILE IMPACT PROTECTIVE SYSTEM 14ACCORDANCE WITH THE STH �y IP 12,011,
0.083• R
EDITION FLORIDA WBMZ01 DG CODE 7 AND PROTOCOLS TAS 01 FOR $
LARGE MISSILE IMPACT, TAS 202 FOR UNIFO.1 STATIC AJR PRESSURE AND 0' 0.0er O.OSS'
TAS 203 FOR CYCLIC WIND LOADING. 1.93r 0.011T 5.317 0l
LLLTMATE DESIGN LOAD OBTAINED FROM ABCET-10. MULTIPLY BY 0.0 1.537• R;2L
SHALL W LE36 THAN OR EQUAL TO MAX DESIGN LOAD N THIS
NT. 11 r\TOP "M TRACK DOTTOM "H" TRACK 1s @ is 80TTOM •U' TRACK i
DOCUMEM 2
3. NO3L3%INCREASE N ALLOWABLE STRESS HAS BEEN USED N TIE
DESIGN OF THE ANCHOR SPACING TABLES.
7V4,
C POSITIVE AID NEGATIVE DESIGN PRESSURES TO BE USED WTHI THESE SDRAWINGS SMALL BE DETERMINED BY OTHERS ON A JOB-SPECWIC ISIBN ACCORDANCE WITH THE GOVEM14G CODE WREN ASCE 7.10 Y USED a260*
TO CALCULATE PRESSURES FOR LSE WITH THIS PRODUCT. THE USE OFA OR MAC NDIRECTTONAUTY FACTOR KO"0.0513 ALLOWED. VA IIHEREe"
S TIE SHUTTER SYSTEM DETAILED HEREIN Y GENERIC AND DOES NOT
PROVIDE INFORMATION FOR ASMCIFIC SITE F SITE CONDITIONS
1.Oor 1
1 TOP MDLINT
0
(CONNTYPE
OPilOMIL 1N1-p 6 STITCH BOLTS WITH
MKTEFROMTHECDNDITIONSDE7ALEDHERNBN:ALIMN6®'
1e GA AALVSTEEL
VERLAP
AS REGO)
V069HOOED WNGMIfS FA67INE
ENGINEER OR REGISTERED ARCHITECT SHAD PREPARE SITE SPECIFIC
BENT PLATE
+MAX
0OVERLAPS o MKWAN
DOCUMENTS TO BE USED N CONAINCTION WITH THIS DOCUMENT
A06r SWLTHK
ORrxrgD.12V
CONCRETE HOLLOW
BLOCK OR WOOD
[USE APPROPRIATE SPAN TABLE)
e. PERMIT HOLDER SMALL VERIFY THE ADEQUACY OFTHE EXISTING
SOSITOAWMANW
FRAMING
STRUCTURE TO WITHSTAND ADDITIONMRA MID LOADS.
CACORNER CLOSURE
DETAIL
IZICAL MOUNT ELEVATION
D N.TJ. NfB.
AROUND OBSTRUCTIO
7. STORM PANELS SMALL BE 22GA STEEL IG LVAN® THICKNESS I"IL02r
MN) CONFONnNG TO ASTM ASH. STRUCTURAL OUA7TY. GRADE 6O.M0
OVERLAP WALL BEYOND WIDOW DISTANCE
GALV. COATING WITH A MIN, 6-UA pl. ALL WMIRM NULL BE
GREATER TW W OR EQUAL. TO 1.6 TIMES
6013-TO ALUMINIUM ALLOY.
BUILD -OUT DISTANCE (2001 FSC SECT.2413.73)
EXISTING r— A,UNL ANGLE ® OR J PAN CLOSURE
6.PANELS $HALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE
MAX
MAX
DLL
CONCKOR WOOD
BPtAMNG WDOD
MARKING PER PANEL AS FOLLOWS:
FTiAMNG
FLORIDA STEM PANELS' ANC
1
RBI OPA.LOCKA FLOA
MAMWDADE COUNTY PROD. CONTROL APPROVE
MUM. ANGLE ( OR J PAN CLOSURE
yy,, • •
N
PIECE ®(SEE DETMS ROVE).
I. STORM PANELS HAVE BEEN OESIGED AND TEST® TO 71E MAXIMUM
LEG DIRECTION MAY BE REVERSED
•
SPANS AND LOADS SHOWN ON THESE DRAWINGS REFERENCE
CONSTRUCTION TESTING OORPORA71ON (C7C). OF M NML FL. TEST
1•
•
REPORT NO.02.ON1.
-
10. TOP 6, BOTTOM DETALS SHOWN N MAY BE BRERCIAII® AS FBID
EXISTING
CONCRETE HOLLOW
BLOCK OR WOOD
FASTENS R GI tr O.C. FOR M•GN
LOADS LEE3X.N 0R E=,;W'
EMBED
�$1�
CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY VJ40M
FOR MOl11TIN6 CONDITIONS NCLUDINC'IH• GR V
FRAMING
p, ,BEE ANCHOR SGIfIDILE FOR
ANCHD¢ FM N)E9ION
AYiQN the FTGd
APPLICABLE. IXCEYf
HEADERS. PRODUCTRSNfi,-7ED
ANY ACCEPTABLE
LADES GREATER tHHAN
BTW USE ALUM ANGLE CLOSURE
2or
MN
eei`�im
>�NB SjP%0
ALsg1�106 N0�/ p
M ccmTiyia3 MIL*.
11. ALL Bala S vAA•ERs SNAIL BE LAIC COATED. GALVANIZED ( IQiDB C—
the FiuOitia
PIECE ONLY WITH ANCLDRS • lr O.C.
,
�OBb
STANLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF B01(SI,aUCi`(PpIMCc Ma ! i .�;
-
•
G1g0. I X)OX1 :i1tt O
To E NT.S
MOUNT CLOWME21aW
gT�{L610L _
PIECE (2) (SEE DETAILS ABOVE)
O.IRXILEG DOW.MWMAY BE REVERSE
'
0.2W
OVERLAP
MAX
TA &Rt1TSLC.F•RD®I�.-
•rHJ'�Il,
TO,
•
r.��
EXISTING ?9fi
J c ) R•QkRy( N•
,9
CONCRETE
HOLLOW
0 CLOMJRE• • •
BLOCK OR WOOD
E ONLY WITH ANCHOR$ 9 tr O.C.
FRAMINGFl-
FLORIW "REI2iIR$SL�R)ATON
X : .
Kul 11
,aT.L • • • '" dV AD12-32
•• • • •• •• ��'i{, :.1.tort
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
REFERNCEANCHOR
SCHEDULE
cHEDue n F'011 MAX.LL
*ACM SHORT LEG My 0
FIVIERSED r— THEOPENROroRRR06
BfJEW a NUT e'r
CONNECTIONS)
MAXIMUM ALLOWABLE MINIMUM SEPARATION
l 9 SPAN SCHEDULE FROM SCHEDULE
Z$
2 � 1
z$ 1$
D
W2 o
DMTRO DONLTE7. �R�—W.CIE/E BC11lW �E \ ^ D*7�
IDuOwaoaoR - Z1 M1O1A^A'ZrQQ SPAN SCHEDULE NOTES: TABLE T2 NOTES:
Bn+EDLAETaFORMAIL HOLLOWBLOCKOR
WOOD FRAHOR •+sr �v�• _._ j` •, NOWFRANOW nCCMREIOMT LENRRSPAN OECOlE Y4TH NEGATNE DEfDM +.ERERBMN SCHEDULE WITH POSITE OEEDH
(SEE ANCHNOR SPADIIA Oc•;m'dY'IY ".A(. lF"�m:'.Id¢ ISEEAMM REFEINCEANCHOR
SCHEDLLE 73 Su:lci=g Cnii BCIEDUL Tn BOEL FORMAL LOADTOOETFRNRE WUIMIALLOItIif ETOIM. LOAoro DETErDSHE HLSMYALLOWALE STOW
SAYDOVTYPE .°'j MSEDONTYPE LVGIq PANEL SPAR. SOKEDCM NB A PTALE POR ICE PANEL SEPARATION FROM CLASS OR DOOR TO BE
OPINSDONUREI A:x;,.,N,4i;DI - of SfRw'+DTMq wn, POErtHYE LOAoe LEsa THAHae EOUA`ro PROTEOLEA SCHEDULE 0 noMAR[D FOR UE
IEGATNE DERNI LOWS, VWTH POSRIYE LDAOE ONLY.
BUILD-0UT MOUNT SECTION e S`s0R0� Zo
H WALL MOUNT SECTION LNIEIEOATOIMETWEENLOADS15 2RRERPOLATDNMTWEENLOADS 13
ACCEPTABLE OT/ERN6E USE NEXT HIDER LOAD. ACCEPTABLE. DTH VISE USE NEXT HE7HER LOAD.
HLTA
EMS
a CoGSn► VdkU. R It
sw DA NIOODlEESES WALL RN" . Cj
EXa11Ho CONCRETE HoDDN EW D.C. MAX
CI CONNRlIDN71PE EGS8UOCKOd)NOInUMNLLOW BLOCK OR WOOD FRAYIAp TEEL TUN TO BOTTOM tRU6 W
ANCHORS TO BE AT,2r fALD SOS Rff ANCHOR ECIEOULE CHODSW(SI,MYEMBED Z }
O+&WMC.(AFFERENCE tPSEDONTYPEOFS+RUOA.RE) BAS®oHTYKOPeTIM1CtUW LAOSCREWS EALNTRUSS Qa
ANCHOR SCHEDULE Pr or_ Wig (L n
USE RE�ABLE
y�DIBII HEADER
a
HEADSTEEL
MAX BPACeOSPACM OAe®ABOETJ OORANCHORS MY OCONEBCIION TYPE PtROArMINSYEELTUM
aFpt
� 4$�
C COWNS—DYTTPE
REFERENCE AMMON
BCXEDLLE T] FOR MAX
SPACM
e EO ED
STUDANOLE e
DRECfpN MAY
E REV*R""
AS 00" C2WHECTDNTm
IEFEIENCEEANCHDR
SCHF.OL4.E TS FOR MAX
8IAL11q
e °
10
e a
11
71 WOW
OPIIO AL EILDOUT
MOUNTMCOMGLMTDNe
(AT HEADER oR MU
EAST*iM
GL.aHe
T ,QLASS NDN
rCLAM
FTAEE TA
aI
+ L�
d 6
Ej0
W TARET O6
eEsnw ,
GAZERS
1MaOtW BA'
INE SCREWS
•12r GGLED o
VAYK-k
REYDEi
6 1e
DDsrRtc CONCRETE -
HOUMLOOLOR •'c+•+ESL*E'^'E
WOOD FRASRD ei2ro.
OR c gt%+NIB'IOM T7A
(SEENC/CS CON/Ni+DNTYPE RBERdfY ANN]NOII
SCHEDULE REFS ENCE ANCHOR SCHEOAFTI FOR MAX
OF EDP 0PAACCOU»LE TSFOR WX dPAON6
"F" TRACK /DIRECT MOUNT SECTION LINOIFLOOR MOUNT SECTION
� PL
LOAD
NSF)
Ne SEd
eft
IAIAXnO
S"BNM
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LiANM11a
25
10'-r
10'-r
30
101S
101-S
35
/0'-0"
10'-0'
39
r$'
9'$'
40
W4r
r-r
45
94"
9'-r
49
r-11'
91-r
50
r-t0'
9'-2'
55
a'-5"
81-11"
58
r-r
8'-1(r
80
e•-t'
8'4r
85
r-r
a'-r
70
r$'
r$'
72
ram'
r$'
75
r-r
r-r
80
r-r
8'4r
90
r-r
6-0'
100
5W
ram'
1f0
4'40-
4'-10'
120
W-8'
4'$"
130
4'-1'
4•-11
Pu•w
LeM n"BFl
BpM
Lae
T)riN:
MpeNPlbn
hN�)
a.ND
BapMaSM
nil
.eee
30
a•-r
2.75"
122'
8'4r
2.75"
1.94"
10'-r
3.0r
3.Or
35
01-0'
216'
125"
a'$'
2.75"
.2.1r
10'-0"
3.00'
3.00"
40
81-0"
2.75E
12r
0•-r
2.75'
220E
r$'
3A0'
3.0r
45
01-0"
175"
1.3r
a'$"
2.75"
2.41"
914"
2.Or
2.9r
50
814"
2.75E
1.38E
81-10'
2.75E
2.73"
80
T-W
2.75E
1A3'
r-1"
2.75'
2.44"
70
2.75E
1.51"
2.75E
22A"
4.4 LIAO TO PLATE O V O.C. BE1YE NTRUSSESEMSTRIG LLg
pL� PRODLx7REVBED 0, a = 8
aLAm+e FRE°D�L : T10M t eailm CD& the Ftnw,� O 3 i
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, 19 Z O_ g
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•• ••• • • TO SE AT 12T OR I
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• • • • STATE OF
• • • • 11ATEPeO+NMLRME• • • • i �^ , yHt•S A
• • • • PRQMDROtRJ*A • 1-4D12-32
L AOrFSE. WALL MO:N7 S�C . • : • ��� 0't-.
• • • • • • •S,•
••• • • • •• ••
PENETRArom BLOCK cot
CONCRETE. I OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS
QR BLOCK ON 4C PEom
(tEE ANC1101H tp�lAE
taw ON rTPE OF FrmLE;URE) Ex■nmoccomETENaLow
d co■■c"rm tLOCKCRNOOOPRA■N&
REFERENCE ANCHOR MESOHEMAR HEADER TRACK ISOMETRIC
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rAcm
to
coN■HSTION Im
PJWVVDACM IlA PCHM FOR NAX.
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x
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VR OD FRAMM
CSC EDULETV" Cl CONNIMM TVRE
ANCHOR �E�RENCE�INpEt11
BASMONTYPE
_ tSCEDUIC E TA FOR MA
BCNmTIi TA P01H WIC
sPAallo
0
WALL MOUNT SECTION �CEIUNGIFLOOR MOUNT SECTION
SECTION
M vwu MWR MO 0.NTA. N MD OPTIONAL KASM ion•
E)UT
E106TINO CONCRETE NHd1OW BuiLdins .,Il
nLoac aC CaaD illAMrC a Fx Ce [dJ y` BLOM OR ONCI■TAMPA.
�1C o'(,O `OCR OR Vg0p PHNANONO.
tA�Em T EOF ifitUCRME) PENETRAA'nCN (SEE ANCHOR SCHMULE
ANCHOROCHWME
i
A T4 Y FODW1.aN�
ANGLE OT MRACK
A x 0M$ TO TRACK
TOPNTRACKOR
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I
TOOFASTEN TO K
O
STRE.CJTO
SECTIONS! PLR
SECilON8T0 LEFT)
n
Z • L`
IC HSHDR
'
TO EABE PANEL
TOlNEPANURAL EEi
OETNL�TOLEFn
Z 4
m�
1
WZ
8
Zo
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Z Z
BOT'N'
1(�
W
rTOMTRAC
BDTRACVKffA tTRl i0
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y J
ET EPER
o
�
oETALSK To LEM
�
GO
iI
I
OR eJSEDONrTPEOFmHucnAeEl R SILLTRACKISOMETRIC
Ct ('<1DtN MAY BE NEW/f%mod nPE BOOT W rRACRNT.B.
PTO YA% i J I t .Cm
a0•e ICHEOM TI FOR MAX MY10ENf
PAN¢ LW PMML HOUSED
taHEa r. roR MAR
SCHM
EXW"
wADN0
IImOCHAtl
ta1RL•f
G
DY DON■TM!
m
q "-"�[(dJ ` IEo wr SEE HENr
jC( TO. ao wK
ONEA•atrtrCAaaaNANOLE.N.DERISILL MOUNT 3ECTION
rw.s
. , HEADER FROM WERM OF E000
TTP ray' • TOP PER
DETALT TYPICAL ADJACENT
OYFIMA/ IANQ
OLALND
J • z�rR NmuUN • � �'Qb
•
r
AN4A1101•D "WSi • PAN■.(
MOR
DFREOlr VIM• LI•MO•UNi E;It.•_
4yATIO N
`
EN
FASTEN EACH PANEL ADJAOP TO LW
�PW�
v ;;; pET/yL'I I.N.TA • • • •
MODUCTREVISED
t fAt KrERMF TMLY.�
PAND TOreN WEN
ro FR C•A
iE IXtOP V-4 W!III me PIMC::
fit!( .
�l4 4bJE
OOERN S OF IAtO PANEL
CORNERSLAST
I7ANGH0^d
�tt+prmce No � 0O 1�
P DIRECT WALL MOUNT SECTION
• • • • • • • • .,�
• •T�yl'
(REP.OETNLS}NT.
•
•
• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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U
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^ul
�
a
ce
id
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W
lu
o
a 3i258
i
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a PANEL
�
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a
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LIRA
man
FL
ca.K z8677
Sr,-- or
r
J�1b12-32
Zr EDGE DISTANCE
PANS UP TO 5.50R
SPAUP TO SA711
AN UP TO 10.6M
ANCHOR ! LOAD
CONN TYPE
CONN TYPE
CONN TYPE
(D4
Ku
W
Cl R Cf a
CI n Q u
C1 Q ltl U
114'x1-W EMBED 39
12r 7e.0' 16.P 1a.1
12.r 11116.r 11 -
12.r ICIr 11-V I3.5•
ELCO TAPCON 49
12r tar 16.P 16.r
12.5 Car tt.r 11Y
12.r 15.r a.4. 10.r
(MIN 3320 P• CONC) I Be
12A• lCor Wor IC
12.r iLir 6.r 11.1-
12r 19.r Cr 10,3-
Tcap(tb) -463.0E ( 72
12.r tar 13.r 14.r
ILr ICf- 9.r 10.Y
If" 16.r N' 10.3•
VeAp(10)-475.00 I 130
12.r 1a.r e.P 10.r
72r tar ar 10.r
12r 76.W e.r 10,r
1N•X1-7K EM ' 39
12r 16.r tarl6.P
IN 14 1 to
tx.s le.P 10.r 121•
ALL 01-3SOLUSET ' 49
12.r16.r16.r'tar
/2r16.a-10r11.r
12.r76.r 7A• ar
LEAD SHIELD ANCHOR i ' 59
12.r 11.0-/6.r ".a"
12s 1e.r 7.r ar
12.5' IC V 7.1- 92-
Temp(lb) -42e 72
12 r to.r 11.r 12-r
72.r 15.0- 7.I- 9r
12.r 16.r 7.1• er
Z
p
t]
Vvp(b)-4" 130
12.r 16.r 7.1' Cr
12.r IL 7.7. 9r
12r 76.P 7.1' 9r
114• xUr EMBED ]9
1 v.r 76.r tar
12.r tar 13.r 1aT
ur 16.r 6r ILr
ELCO PANEL6ATE U
12A• 16.P 16.r ".Y
12.r 16.r 6.r 124•
iLr 16.P b.r or
(MIN 3350 ►31 CONC) j 66
12S te.P 1{.P 16.r
12.r /6.r 6.r t0.4'
12r tar br 9.6•
Tcap(lb)-772.00 72
i2r 16.P t0.P 13.r
72r 18Ir 6r 9.r
t2-r 16.P er 9.6•
V."p) • $66.00 ' 13C
12F 1t.r 6S oA'
12.r te.r 61 o.r
12.116.r 6r 0.6'
IW x1-IW EMIM 39
10. 2.r
11. 12.r' 6r 7.r
10.r 10. 4.3 6r
ELCO TAPCON 49
t0.P I, r ICr tar
Cr Cr 4r 6.1•
ar &1 1.1 4.r
56
tar 12r 6.P 6M
Cr Cr 3r 6r
5.P 7.T {.Y
Teop0b)•216.00 { 72
10.PION 4.T br
Cr 7.r 4.r
s.r 7.T ar
1
Vcap(b)•3K00 Ise
5.r Tr 4.r
ar 7.T IY
Co- 7.r 4.r
1/{•xt-7K
39
1o.r 12.r 12.r 12r
10.r Itr 10.1' 0. -
10.r 72.r 7.r ar
ALLPdNTS AOUDSET
j 49
10.r 12A• 12.r 1DA'
10.r 12A' 6.r Cf-
10.r 12.r 4.r ar
LEAD SHIELD ANCHOR
M
tar 12.r tt.r ar
10.r 12.r Sr 5.5•
111 r 12T 4.r Cl
Tcappb) • am
tt
10.0' 72.r 7.r 7.0-
10; 12-r 4.r 5:1'
10.r Tor 4.r s§
Z
Vnpp)•246
' 130
10.0.12.r 4.r &1-
10.r 12.T 4.r ai'
10.r 12.r 4.r a1•
a
tl1 X7-1 W
E1C0 PANELMATE
Ml
: 19
IO.P 12.r t2.r 9,
10.P 12r 9.S 7.T
t0.r 11 5. 5.1'
s.r 7S ar 4.I
S. 97 Ir
e.r' 7.r
ZIP
3.r
• 6t
10.r 12r a.r 6.4•
5.7 7r ar 4.1
6.r 7.7
3.r
TcapSb)•204.75
72
9.P ar A.4• Sr
s.r 72'3.T
S.r 7r
].T
vp(b)-233.50
1]0
B.r 7 3.T
6.r 7r i.r
6.r 77
aT
0.77 EDGE DISTANCE
7 x HREAD 1 39
PENETRLAG SCREW 48
66
Tap(b)-359.63 72
V-PP)-BL97 130
12.6.76.r".P
72.6'ti.a- l6.r a.Y
12.r 1$ 0114.r 6.1"
12.E-16s ar 4.1'
12.r tar 6.7
12. te. 1 4A'
12r tar cr 3.r
12r tar Cr 3r
12.r tar ar
12r "A' 6.0
72rtar 6.r ar
72r Ie.P ar 11•
12VI 6.r Be.
12.v ie.P 6.P
12r ".P ar
eN x 7-tQ' TNRFJVI ]f
12.5 16.r 1a.r 7.7
72r "' 6.3' 4.0•
12S 1].r s.r 3.r
PENETRMOOD SCREW { N
12r 113.r 6.7"
72.513r ar 3.r
63r 10.T 4.7' 3.1'
} So
12816.r Cr 5.1'
67r11S 4.r S.r
6.2rt0A• ar
TcapLb) -2M.00 72
12.r 14r Cr 4.1-
0?S' 10.1' ].P
6.2r 10.r 3.r
ap( Veb)-OL74 IN
83r10.0 3.r
e.2b-I0.4• S.r
6.2r IO.r J.r
7/16'x Sr EMBED 3f
' 1e.r ".r Mar
12S ".r a.r Li'
126. 1]A• 5.T 6.r
BRASS BUSHING 6 49
72r 16.r tar 10.r
IIr 13.7' G.I.a4'
6.2s 10A' 4.P a7
TN-2D SCREW i 60
72r 16.P fr 0.T
92r II 1' 4r 5.4'
6]r 10.r 3.r 9A•
Tcap(Ib)-231.50 1 72
2.S".P 6S 6.r
e.2r 0.r ].r Co,
I
6.2r 10.r 3.r S.r
Veap(R)-232.50 I 130
6.2S t0.Y ].r fi.r
62r10.Y ].r 50
ANCHOR NOTES:
�4 ANCHOR SPACING SCHEDULE
2r EDGE DISTANCE
F
UP TO
SPANS UP TO
SS&j
ANCHOR
LOADSPANS
asen
e.e7R
(pal
CONN
TYPE
CONN TYPE
C6
CS
C6
C6
1W xl-W
36
16.P
te.r
I6.P
16.r
CO TAPCON
43
16.r
i6.r
11.4'
".r
(MIN 3320PSI CONC)
36
t6.P
te.r
7.r
/60
TcwM) • 443.00
65
14r
16.0'
ar
16.0'
VnP(b)=476.0E
172
t10
/6.0,
6.0'
160
t/ xt-7Ir
30
16.r
16.r
14.e•
Gj
ALL -POINTS SOLID-SET46
"a.
16.r
10./'
H.r
LEAD SHIELD ANCHOR
56
1s"
16.r
c pl.)-4L.00
6i
12r
76.P
5.r
16.P
-426,0E
72
IN+e.r
9.r
+6.P
Wx1-7 EMBED
) 30
".r
1e.r
t2.r
tar
ELCO PANELMATE
43
I6.P
160
or
16.0-
MIN 3350 PSI CONC)
!' 65
tar
16.r
e.r
1aP
cp(b)-372.00
M
11.P
/6.P
4.r
tar
Vnp(b)-965.00
�' 72
e.r
160
4.6'
16.0*
1N'x1-1/{'EMBED
30
12r
fir
6.P
12r
ELCO TAPCON
N
12r
12Y
4.7'
10.T
as
t.r
12r
4.6'
YY
Tnp(b) - 2/6.00
t 72
6.1•
17 r
7.r
VeNb)-JN.00
( ISO
40
10.r
7.T
1H xi- 6
39
72r
12.r
9.9"
11r
m
ALL-POIN73 SOUPaET
4f
12r
12.r
ex
12r
LEAD SHIELD ANCHOR
i • 6f
12.r
12.4'
4.r
12r
Tt+q(b) • 36aoo
72
IA'
12r
3A•
72r
Vnp(b)-24f.00
130
e.r
12.8'
3.5'
12T
Vr x1N+•EMBED
36
.12r
1as
s.6•
1I.r
PANF2MATE
49
'12.r
12.r
3.r
ICI
• 6t
er
1. .r
Cr
Te9p(b)-204,75
72
4r
t3.r
7r
Vup(b) • 2JJ.S0
130
].r
9.a'
7r
0.7r EDGE DISTANCE
Wx THREA
39
1
".P
U
t6.r
PENETRLAG 3CREW
45
116.r
I6.r
eS
Iar
SS
,..r
".P
S.r
19.4'
Tc>pOb) - 359.53
as
.10.r
1e.r
4.r
I
Vap(b)-BZ97
72
tr
16.P
4.4
414x 7-lAr THREAD
39
1,
PENETR v OOD SCREW
49
79.P
".P
S.r
i4A•
69
tI.r
IsAr
3.r
It
Tcap(b)•234.00
as
6.r
15.7-
10.r
Vafp(b)-OL74
72
t B.r
14.7
t0.r
71Ir x Sr EMBED
39
'16.r
16.P
ar
tar
BRASS BUSHINGS
43
16.r
16.P
5.r
"S
IM-20 SCREW
65
i11.T
16.P
3.r
1t.r
TcWp)-231.60
66
6.r
15.5
10.Y
Vnp(b)-232.50
72
S.r
14.r
10.Y
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE Tt).
2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 6 ANCHOR TYPE SELECT DESIGN LOAD
GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO
SHUTTER SPIN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2
a 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WT( MANUFACTURERS' RECOMMENDATIONS.
9. WHERE EXISTING STRUCTURE 18 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
I ANCHOR 3PACtNG SCHEDi)> F
2(r EDGE DISTANCE
SPANS UP TO
SPANS UP TO
ANCHOR
j LOAD
S.SOR
8.67R
(P
CONN TYPE
C7 Cl
CONN TYPE
CT Co
1/P xia/4'EMBED
I 39
/6,01 15,r
73.r 9.T
ELCO TAPCON
45
t6.r 17r
11.r ar
(MIN 3320PSI GONG)
55
ts.7 10.r
9.r ar
Tup(b)-3M.40
j e6
12P er
or a.P
Vnp0b)-360.00
1 72
11.6' sr
a.r e.r
Illuuu
1N•xt-7/ EW
j Jo
16.P 16.P
15.7 10.r
G
ALL-0dMS SOl1D-SET
46
16.P 14.T
tar 9.r
LEAD SHIELD ANCHOR
66
1aP t2P
IO,r 7.r
f83
TeapDI)-42e.00
a3
14.4' tDr
9.r C7,
Veap(b)-429.00
1 72
13.0r 9.r
Cf, aT
IN x1-7 EMBED
39
a 11.r
10.r 7.4•
ELCO PANELMATE
45
14.r 10.r
(MIN 3390 PSI CONC)
I ' 65
11.5' t.T
7.r Sr
T�(b)•207.60
M
9.T 7.r
a.r 4.r
V5'ap(b)-2BL60
I 72
e.r e.r
6.r 4.r'
1Kx7-7N•EMBED
So
10.r
s.
e.r
4.1-
ELCO TAPCON
41
e.T
S.r
. a6•
30
so
7.T
ar
4.S
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3�
Teap(b)H74.00
72
6.r
3.r
4.r
y
Vap(b)-31e.00
1]5
5.r
3.r
4.r
"r xt-7 MB
1 30
12.r
9.r
e.3-
Cr
ALL -POINTS SOL"ET
j 49
I7.r
a.r
7r
5.
LEAD SHIELD ANCHOR
se
9.r
Cr
B.r
4.r
T.mpp)-356.00
I 7z
7.r
Cr
6r
3.r
V."&)-249.00
130
7./•
Cr
sr
3.r
1W XI-IW EMBED
39
6.
6
s.r
4.
ELCO PANELMATE
49
7.r
6.r
4.r
3.r
• a
a.r
4.r
4.r
Tcappb) - 201.50
72
6.r
Lr
i.r
V.P(b)-IMSG -
130
4.r
3F
3.r
0.75'EDGE DISTANCE
1Kxr THREAD
' So
7.r
6.r
4.r
4.7
PENETRAAG SCREW
45
6.S
S.r
4.1• '
63
5.r
{.r
IA'
e3p(b). sae.53
a6
4.r
Ir
VCWO)-a297
72
4.T
3s
014x1-1?
»
7.7'
B
4.r
3.r
PENETR.WOOD SCREW
1 45
b.r
6.r
4r
3.r
55
6A'
4.r
3.r
Tcappb)-234.00
as
4.r
].r
2.r
Vnppb)-26.74
72
4.1•
S.r
3.r
7/1r x SR1'EMBED
39
1S.P
9I
ar
6.r
BRASS BUSHING
46
ttr
aP
7.1'
Cl.
I"
55
9r
6r
6.r
4.1•
Tnp6b)-231.W
65
1
7.r
6.r
6.1•
3.T
Vup(b)-2S2a0
M
7.P
aP
at'
3.T
•• ••• • • • • 000
T1 �917
e. WHERE LAO SCREWS FASTEN TO NARROW FAC;F STUD FRAIRNO.•AtY<NE�SLINL L IN CENTER of
NOMINAL 7 x 4" (MIN) WOOD STUD (34' EDGE DISTANCE IS ACC§PBABL•FO�WOfiO SHALL BE
`` Et�> j��/' 7/
\� `�� . • - _ • - 'IPt
E
SOUTHERN PINE G-0.55 OR GREATER DENSRI'. LAG SCREW SHAD NAE PH/WT,# PAS H NE%
��
`�' . • tC c
7.•DESKMTED REMOVABLE ANCHORS, WHICH AI�REGUMFEF'•R DIR�MOUt� IM)S7
Z WANC. P.E:.
_
a MACHINE SCREWS SMALL HAVE MINIMUM OF V7 ENGAGEMENT OF THREADS IN BASE A M MIOLRY HAVE
*
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