WS-10-1352ALEX SMAC
CHIEF Flo WCIAL OFFICEIt
STATE OF. FLORIDA
R E -SERVICE
DIVISION OF WORKERS'O, 0
09.02-2009
* * P.ERTIFIC,II+TE OF OMM TO BE EXIT FROM FLORA WORKERS` COMPEWSAT ON LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individuffl listed below has elected to be exempt front FWde Workers' Cf>Im111611satiOn law.
EFFECTIVE DATE: 09/0212009
PERSON: LEVY
FEIN: 264754613
BUSINESS NAIVE AND ADDRESS:
-Rod- t —
7645 MW BOTH LAW
FT LAUDERDALE FL 33321
SCOPES OF BUSINESS OR TRADE:-
I—
RADE:1— CERTIFIED GENERAL CONTRACTOR
EXPIRATION DATE: 09402/2099
110811TAIM: Personal to txapter 490 . 05f14). F.S., as officer of a corporation who elects exesption from this cater by filing a certificate of election under this
section my not recover beunfits er compensation soft das chapter. Personal to Chapter 440.051i2f. F.S., Cerdficetea of election to be exeov— apply only within the
wape of the business of trade fisted on the notice d election to be exempt. Perseant to Chapter 440.0S(13L F.S.. Dices of election, to be exert and ce 0kates of
election to be examp shell be subject to revocation it, at say time offer the filing of the notice or the issanace of the certificate, the Farm named ox the notice or
certificate as tenger meets iia rerpiremeats of this section for issuance of s cendicate. The 4epastmeat shall revebe a curtilicite at any time for feline of the parson
aamed ou the certificate to meet vie raofoirements of this section. al)WI 1950) 413-1609
AHC -252 CERTIF ATE O RLECTMN TO BE EXEWT REVISED 09-06
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL W301-1895 -- 954-831-4000
VAUD OCTOBER 1, 2009 THROUGH SEPTEMSER-W_,-�
DBA: Reeeot* 180-229435
Business Name:, RNJ CONSTRUCTION JXC BUShUMTypes: GENERAL CONTRACTOR
ChNner Name: iMW=-D _LEVY _ , CONTRACTOR)
BuMness Locaft11:7645 NW 88 LANE Bushums Opened: 11/24/2009
TAMARAC CCGCC1517632
Bushtm Phone: ExempRon Code: NONMMMPT
ROOMS seaft Employees
2
FvrvamRug animm 6-4
VaWmana TvaM
Tau Amount
TmmW Fee -- NSF Fee
Peri ft Pft Yeas Coftcfim
Cost
TOOK POW
2-1.001
0.001 0.001
0.001 0.001
it
27.00
RAPHAEL D I.I W
7645 NW 88 LANE
TAMARAC, FL 33321
Receipt 0528-09-00001410
Paid 11/24/2009 27.00
s
4
t
07/15/20110 16:59 9543409456 IR40VATIVE IMS-RANCE PAGE 01/02
.-4-QM.- CERTIFICATE OF LIABILITY INSURANCE
PRODlIt6R - - THIS CEWfW='M IS MSUED AS J
Ib1NOttATM 1111,410HRM ONLY AND CONFERS NO MOM
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$461 twzv#sxTr DRIVE, 9103 ALTWME COMM MOM
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SHORES FL 33130
SROIAOANYOFT"HAGMD FOLIMIMGANC611" TMBAPIR8TID1
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NOTICE TO TMCMTF M-MMOLDER UMM'r0 TM LEFT, WT FA9LUM TO DDSQSHALL
MWM 90 OMMTM 04 UANUTV IWAW MW tWWTM 09URMdTSAGSM9Oft
01/04/2006 13:56 3052738421 GUINN AND SONS PAGE 01/01
STATE OF FLOWD,A
=FARC OF HiTSZNESS AM PROFEWTODiiM RMJLATZON
UCKSTRUCTICK MUSTRY L.ZCMC'3XXt3 130ARD 08501 487-1395
2940- XOR;= :XCNRt7E STREET'
` AL iiAESEE. FL 32 39:9 - 0? -83
-LEVrI R"HA,RL D
RNs ' CONSTRUCTIOlf XNC
7645 NW 88TH L NS
TAMAR&C FL 33321
F ��f lations-' h this license you become one of the noarty one niillien
Our professionals and bushOSSes ra. ng�e from aarchllects acht brokers,
boxers to barbeque restauranfa, and they keep Fforide°s ecwwrty strong:
Every day we work Improve tha Way WD ftbuslrmm In Ordsrto sw ve you befter_
For information :about.our servfces,.please log onto �ysriaceease,n.
There you can find more: infomtatiomabout•eur divisions and the MuW. on& that
irt>pact you, subscribe to -dMP8dawft-nswrA0ftrs and learn more about -the
Repar"enfs ir►iliatr+res.
Our mission at the Dopgcirn is Lic;ecjse. Effialently, -F�sgulate Fairly. Wo
constantly strive to setae you better so that you Can serve ywr customers,
Thank yoju for dakV businew in Florkfa, and.: orWrdMabans -an your new. Wensel
DGTACH HERE
MIAMI SHORES
VILLAG.E'
w
12:50
REG, 08,59
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.1 BOG. s5cf. Cc
CHAF-LiE $50. [if]
llMWlf6- i 9.1
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total;
I agree to Pay above total amount
according to cardissue�rreement
hent afire "t if c voucher)
GUINN/MATTHEW D
Merchant Copy
--o
7
1
N.
lzMj
VED FROM
DOLLARS
I RENT
SUNT
CASH
10
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SENT
0CHECK
DUE
OORDER MONEY j BYT
1182
x
M ami Shores Village
APPROVE=D
BY
DATE
ZONING DEP.
BLDG DEPT
7 v
SUBJECT iO CCNIPIJANCE WITH ALL FEDERAL
STATE AND C( UN,'Y MULES AND REGULATIONS
f
Florida Storm Panels, Inc.
14475 N.W. 2e Avenue
Opa-Locka, Florida 33054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHI).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. N this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanizer) Steel Storm Panels Shutter
APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Renewal
stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", 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 # 02-1120.02 and consists of this page 1, evidence submitted page E-1 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
)� NOA No. 0/7003
Expiration Date: O11231/23/z013
Approval Date: 11/01/2007
Page I
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 and
Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report
No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E.
2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A,
dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E.
3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02-
038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E.
C. CALCULATIONS
1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26
of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and
sealed by Frank L. Bennardo, P.E.
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. NEW EVIDENCE SUBMITTED
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.
_Yae:� W. &L/1�
y A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 07-0817.03
Expiration Date: 01/23/2013
Approval Date: 11/01/2007
E-1
I13�• I�2GJ9lLevNaI• L3,9• -..
�.� I I--•C181'J 178I'�1 �C181' I.'IBM1�F -
12900• PANEL COVERAGE
44.438• PANEL ,ENC TH
h BT013M PANEL
r 2'I --II ��••--1'0]'15'
L009' j-2.062' I r 3315' MAx. 0•. --.II S-.492• 0°CTM°9�
_-,jI -j 01ST' 0b59• II ----(FBS. ro Pmm. ePmlr
OIDbt I m 0375• -T
1.
A 0$62. JJ. t $+ I11ry1'I�
J� 0.062' 0 Tlp 0900' 041 � TTP.
0095'
F-L'18I'�0250'
V ^ U ® BUILD -OUT T' TRACK- 5�,^ TRACK
�'H' HEADER
58. STAID 4000'
1 ml5m• r � 18!39 TYP 1000• RmJss• �. �.
gg.1QX- FRI �q1 T !t mID5I6• 0,350 fd83mT• mJzs•
41L �I 0125• G$TEFL.
GRADE 501
0J25' I I
TYP. 1.00 MK Lm0 MPL J-j}i� �I�j-0]50' IO..TM' 0.'f50'
S -I �•�80mm' nAX� 0.089 1�+4✓m865' MIN.
TYP M . mmTs• n
.
/l STUDDED ANGLE nJ-PAN CLOSURE ll -D WwGNUT _=_= END CAP
LJ tl<LPTY9ALi.OT) - l:'J bane BO �ITSPO�f+FiD
RA19 bOPFWeL R90RSD
�Y rooms mrw TRA9
AIRRo9. CALK-wr
4.20 $A SIDEWALK
4. THE SPOTER SYSTEM DETAILED 1 EREN IS GENERIC OR MACHIN BOLT
D .
AND DOES NOT PROVIDE IHFOR'7ATION FOR A SPECIFIC SITE WA&♦EIED uWYd.4f a
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS Z4. O.G TYP.
DETAILED WEEK A LICENSED ENGINEER OR REWST91-ED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO 0OA GAL, STEE
BE USED IN COKWNGTION WITH THIS DOCUMENT. SENT PLATE (004T
S. PERMIT HOLDER SHALL VERIFY THE ADECUACY OF THE
EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IF•OSBD
LOADS.
BM THC) OR 2'
6063-T6 A.UM.
b. STORM PANELS SHALL BE 2299 STEEL (GALVANIZED
THICKNESS U+0029' MIN) COTFORNWG TO ASTM A653.
100•
2181$3'
MRL Fy.92.0 KSI, ALL EXTRUSIONS 5H4LL BE 6063-T6
GENERAL NOTES:
ALUM ALLOY.UNO.
T. PANELS SHALL BE PEOU44WRTLY LABELED WITH A
mm�i5
MINIMUM OF ONE MARCPIG PER PANEL AS FOLLOWS,
2ID61•y
m�3 �1� yf-0063
I. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND
TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN
al
0.015'
dS
BWLD-O
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND
PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAB 202
DISTANT
0.0'63
T-
I
FOR UNIFORM STATIC AIR FRESWFM AND TAB 203 FOR
EXIBTNC
IDMX
CONCRETE.
`
OPi93�
CYCLIC WIND LOADIYs
.LL�
�1.93T-I
100'x-
2. NO 333% INCREASE IN ALLOWABLE STRESSHAS BEEN
TOP 'Nf' TRACK'Ff• TRApG
�BOTTG'I •H• TRAGIC_
USED N THE DESIGN OF TFIE ANCHOR SPACING TABLES.
�
V
3. POS I AND NEGATIVE DESIGN PRESSU000RDAN TO BE
A
USED WTH THESE DRAWINGS SHALL BE DETERMINED BY
AJIVE
OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WTH THE
WITH
GOVERNING CODE.T, ASCE 1-98 IS USED TCALCULATE
PRESSURES FOR USE THIS PRODUCT, THE USE
DII�CTIONWITHE OF 4
ALflY FACTOR ICd+069 16 ALLOWED.
4.20 $A SIDEWALK
4. THE SPOTER SYSTEM DETAILED 1 EREN IS GENERIC OR MACHIN BOLT
D .
AND DOES NOT PROVIDE IHFOR'7ATION FOR A SPECIFIC SITE WA&♦EIED uWYd.4f a
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS Z4. O.G TYP.
DETAILED WEEK A LICENSED ENGINEER OR REWST91-ED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO 0OA GAL, STEE
BE USED IN COKWNGTION WITH THIS DOCUMENT. SENT PLATE (004T
S. PERMIT HOLDER SHALL VERIFY THE ADECUACY OF THE
EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IF•OSBD
LOADS.
BM THC) OR 2'
6063-T6 A.UM.
b. STORM PANELS SHALL BE 2299 STEEL (GALVANIZED
THICKNESS U+0029' MIN) COTFORNWG TO ASTM A653.
STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WTH A
MRL Fy.92.0 KSI, ALL EXTRUSIONS 5H4LL BE 6063-T6
ALUM ALLOY.UNO.
T. PANELS SHALL BE PEOU44WRTLY LABELED WITH A
MINIMUM OF ONE MARCPIG PER PANEL AS FOLLOWS,
FLORIDA STORM PANELS. INC
OPA-LOCK$ FLORIDA
MIAMI -DARE COUNTY PROP. CONTROL AWED
BWLD-O
8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO
THE MAXIMUM SPANS AND LOADS 5HOUN ON THESE
DISTANT
DRAWINGS REFERENCE CONSTRICTION TESTING
CORPORATION (CTC). OF MIAMI. FL, TEST REPORT No. 02-041.
EXIBTNC
10. TOP T BOTTOM DETAILS SHOWN MAY BE
CONCRETE.
INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY
BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT
HOLLOW
BLOCK OR
FOR MOUNTING CONDITIONS INCLUDING l ' OR 'U' HEADERS
IL ALL BOLTS 4 WASHERS SHALL BE ZNC COATED.
GALVANIZED OR STAO&ESS STEEL WITH A MINNWM TENSILE
STRENGTH OF 60 KSI.
--1 4• MAX, I-- \
�ZCOFA'ER CLOSU� DETAIL
u
0J25'
.063' "pi
0.063' ^�tt
L931• _{
rmP�'TR'a`
BOTTOM
035'J
025•
�MAJt. '
�E.'R8T4VG CQJOFETE. HOLLOOI
�[V�{ J� � BLOCK OR WOOD FRAMNG
D WALL MOUNT CL08URE DETAIL
'
.TS.
TYI"e $$ NEGD)�
A TYPICAL MOUNT ELEVATION
.uA
0063' L931'
0.069' 4
0J29' 093' ���a�[1i
�ID93•--%{-� L
9313' 0093'
6
AL 4.20 STITCH
ISF Ta1nE.pIDiED
GP9 • Mm -
PLAN YAEW
AW'[SWTS FA9TFNm s AN TAW -S) • MDBPAN
$IBE dPpROPRIdre SPAN
@
B TYPICAL MOUNT ELEVATIpN AROUND OBSTRUCTION
care �•.a�Vyt•
OVERLAP WALL BEYOND WINDOW DISTANCE6?:iES`g%•?'^,
GREATER THAN OR EQUAL TO IS TIMES T'
BUILD -GUT DISTANCE (2001 FBG SECT. 2413.13) .e�.'«+.r`.•�X2 t< 0,7- &)-3
2`1
...�T-gALUMJ•PAN CLOSUREAILS MAX T.
HOLLL-OWBLOMLEG DIRECTION MAY ME REVERWD. P7t"UE?"d1:::1':-•�r:..:�
T OR MYJOD FRAMING. 'olwl:,`;-:
ALUM 4NG1 ® OR J -PAN CLO= ' 0+ '-
PECE eV (SEE DETAILS ABOVE, p OVER -AP
LEG DIRECTICN MAY BE REVERSED 0 MNIIUM AppraH)d tl°
v F ' FASTENER s 5. OL. `*F
DESIGN LOADS ExiBTIG
FASTENER • I5. OC. FOR DESIGN ISO. LESS THAN OR EWAL TO BIpNM (BEE CONCRETE. D11t 003
LOADS LE85 TWIN OR EQUAL TO ANO SCM DE FOR ANY $CREATABLE M. UI0OR
8lp.f (BEE ANCHOR 6CWXULE FOR ANCHOR). FOR De81GN LOADS GIEAIER i
ANY ACCEPTABLE ANK3bR, FOR 100' THAN BTp4T, USE ALLAY ANGLE QOSUFEE
DESIGN LOADS GREATER THAN 0 PIECE RELY OATH AI•IRNORB s I0' O.G. FRAMING
SW. USE ALUM ANGLE CLOS.M EMBED
PIECE ONLY WITH ANCHORS o I0. O.C. /1 TRAP MOUNT CLOSURE DETAIL
BUILD-OUr MOUNT CLOSUTE DETAIL r N.TS.
E NTS. � 2�•
MIN.
RRANDC L BENNARDO. PE.
'PE00N6649
Z
W 'q
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W W A n at
dQm Nq
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cp Z Blw
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IL
SHEET:
I of 4
aC 4"O L.OR
E TS FMA)1
SPACING SHORT LSI. MAY BE
REVERSED TOWARDS
TIE OPEK
imp. ea Ba
1 �mn•
W
14 TTK SCBE
Ua OR
CREW
I I'll
IZ.,TTP •
ALL 8It ):.!
C2 CLTPNECTION TYPE
R'PERENCE ANCHOR
T9 FOR
MAX SPACOVC
r0r
STm A•aLB
oLa:crNa+rwY
� FaVERDEp.
TTPE
„m�
a F
REO'D SEPARATION
m�
Mw
FROM GLASS
BCHEDWE TD
rREF. TABLE nl
OPTIONAL BUILDOUT
MCV ITMG CONFIGURATIONS
TAT HEADER OR SLL)
KTA
MAX S
MAX SPACING
EmTNG
GLA2IIG
W�
0500'
EXISTING CONCI&TE HOLLOW
BLOCK OR WOOD FRAHW.
(REFERENCE ANWOR BUEDLLE TS
POR MAX SPACWY USE REMOVABLE
C2 CLTPNECTION TYPE
R'PERENCE ANCHOR
T9 FOR
MAX SPACOVC
r0r
STm A•aLB
oLa:crNa+rwY
� FaVERDEp.
TTPE
„m�
a F
REFERENOE ANCHOR
EA WDR
m�
Mw
a EO EO
BCHEDWE TD
'i
5 d
OPTIONAL BUILDOUT
MCV ITMG CONFIGURATIONS
TAT HEADER OR SLL)
p
-V4-20 X 1• Sb.
MACHINE SCREW
e as' Dc,
FRN'IIG (SEE-//
T3 POR MAX.�u�e
SCREW$ 6 OS' OL.
D'
W�
BCHEDWE TD
PWO RSOSEE
ANCHOR SOED.
BASED aN TYPE (-\ BUILD -OUT MOUNT SECTION C�/f
CG aT(y1CTUR:) �"�
KTA
MAX S
MAX SPACING
EmTNG
GLA2IIG
ll p• TRAOGDIRECT MOUNT SECnON
KrA
OST ON tt
ANCHORS TO BE AT k5' O2 625' OL,
EXISTING CONCI&TE HOLLOW
BLOCK OR WOOD FRAHW.
(REFERENCE ANWOR BUEDLLE TS
POR MAX SPACWY USE REMOVABLE
SEE ANCHOR SCIEP BASED
off TYPE M STRUCNFE
�o
EXISTING
�o
m19'
msTwa CONCRETE. £MEED.
HOLLOW BLOCK OR
WOOD FRAMING. SEE MAOJtNE SCREW W)
:wm SOED. BASED WIYd•4R eD5' OC.
tTPE OF STRICTURE C] rO%CTICN TYPE
WALL MOUNT SECTION REFERENCE AHCHOR
13 KTa SMIMLE T3 FDR MAX
SPACIG
EXISTWJS C,=%TE. HOLLOW BLOCK
OR WIND FRAMING. SFE ANCHOR
SC1ED. BASED ON TYPE 0, aTRUCTURe.
804EOULE T3 FOR MAX.
SPACING
MAXIMUM ALLOWABLE MINIMUM SEPARATION
EI'fB.
SCREW$ 6 OS' OL.
D'
EDGE
DIST.
R�IOJ ,
PWO RSOSEE
ANCHOR SOED.
ICFERD(LE ANCHOR
Le TS FOR
P.ABED ON TYPE
MAX S
MAX SPACING
EmTNG
GLA2IIG
ll p• TRAOGDIRECT MOUNT SECnON
KrA
[a
REOTD SEPARATION
10'-r
30
FROM GLA59
W- 5"
35
rREF. TABLE T2)
1(r- 0"
39
91- 9"
Ir- 9"
�Z
�o
EXISTING
�o
m19'
msTwa CONCRETE. £MEED.
HOLLOW BLOCK OR
WOOD FRAMING. SEE MAOJtNE SCREW W)
:wm SOED. BASED WIYd•4R eD5' OC.
tTPE OF STRICTURE C] rO%CTICN TYPE
WALL MOUNT SECTION REFERENCE AHCHOR
13 KTa SMIMLE T3 FDR MAX
SPACIG
EXISTWJS C,=%TE. HOLLOW BLOCK
OR WIND FRAMING. SFE ANCHOR
SC1ED. BASED ON TYPE 0, aTRUCTURe.
804EOULE T3 FOR MAX.
SPACING
MAXIMUM ALLOWABLE MINIMUM SEPARATION
HOLLOU BLOCK
SCREW$ 6 OS' OL.
D'
OR WPOD
R�IOJ ,
PWO RSOSEE
ANCHOR SOED.
ICFERD(LE ANCHOR
Le TS FOR
P.ABED ON TYPE
MAX S
MAX SPACING
OF STRUCnm
ll p• TRAOGDIRECT MOUNT SECnON
KrA
�o
EXISTING
�o
m19'
msTwa CONCRETE. £MEED.
HOLLOW BLOCK OR
WOOD FRAMING. SEE MAOJtNE SCREW W)
:wm SOED. BASED WIYd•4R eD5' OC.
tTPE OF STRICTURE C] rO%CTICN TYPE
WALL MOUNT SECTION REFERENCE AHCHOR
13 KTa SMIMLE T3 FDR MAX
SPACIG
EXISTWJS C,=%TE. HOLLOW BLOCK
OR WIND FRAMING. SFE ANCHOR
SC1ED. BASED ON TYPE 0, aTRUCTURe.
804EOULE T3 FOR MAX.
SPACING
MAXIMUM ALLOWABLE MINIMUM SEPARATION
`J
T2 ROM CLASS SGHEDULE
,.,M
No Stitch Stitch Bolts
Load
Separation
Load (Psf)
Less
Bolts
At Midspan
w (Pso
Lum (it)
Lmm (ft)
25
10'-r
10'-r
30
10' - 5"
W- 5"
35
19- 0'
1(r- 0"
39
91- 9"
Ir- 9"
40
91- 6"
9' - 6'
45
9-4"
9'- 5"
49
8'-11"
8'-3"
50
9- 10"
9- r
55
8'-5'
8'-11"
58
6-r
8'-10"
60
8'-1"
8'-9"
65
r-9,
8'- 3'
70
r-8'
T-8"
72
r- 4"
T- 6"
75
r- 21
r- 2"
80
6'-9"
6'-9"
90
5-0"
6'-0"
100
5-4"
5-4"
110
If- 10'
4' - 10"
1204'
- 8'
4!- 6"
130
4'- i'
4'- 1"
`J
T2 ROM CLASS SGHEDULE
,.,M
Span
Separad.
Separation
Load (Psf)
Less
(inches)
(inches)
LOAD TO DETER'IIE M"MIM ALLOWABLE STORY
Than:
at <= 30'
at > 30•
PANEL SPAK SCHEDULE 19 ACCEPTABLE FOR USE
8' - 0'
2.75"
122"
30
8' - 6"
2.75"
1.94"
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS 15
AC
10'- 5"
3.00'
3.00"
RW
CEPTABLE• OTHESE USE NEMIG
NIGHER LOAD.
6' - 0"
2.75'
125"
35
8'- 8"
2.75"
2.10"
10' - 0"
3.00"
3.00"
z (>
V- 0'
2.75'
129"
40
9- 8'
2.75'
228"
w- 8'
3.00'
3.00'
8' - 0"
2.75"
1.32'
45
8' - 6"
2.75'
2.41*
9' - 4"
2.9r
2.92"
50
8' - 0"
2.75"
1.38"
8'- 10'
2.75"
2.73"
60
6' - 0"
2.75"
1.43'
a - 1'
2.75"
2.44"
70
8'- 0'
2.75"
1.51'
T - 8"
2.75
224
FRANlG L BEMLG� ..PE
•PE004G54%
UMu
ss
OLu A
LL1 3Kt�
QZ I LL m
W W X Z Q W
0�zm
z� ZQ� ®u
1LO7 O � Q
LLu N m� w
SPAN SCHEDULE NOTES:
TABLE T2 NOTES:
Z
L ENTER SPANSCIIIEDULE WITH NEGATIVE DESIGN
L ENTER SPAN 9CFEDULE WITH POSITIVE DE5KdN
LOAD TO DETER'IIE M"MIM ALLOWABLE STORY
LOAD TO DETER LME MNIMkJ I ALLOWABLE STORY
'1'
PANEL SPAK SCHEDULE 19 ACCEPTABLE FOR USE
PANEL SEPARATION FROM GLASS OR DOOR TO BE
W
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
PROTECTED. SCHEDULE 19 REOWRED FOR USE WITH
POSITIVE LOADS ONLY.Z
Lti
( )
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS 15
AC
2. INTERPOLATION BETWEEN LOAD$ 19
ACCEPTABLE. OTHERWSE USE NEXT HKFFER LOAD.
11 1
W (')
RW
CEPTABLE• OTHESE USE NEMIG
NIGHER LOAD.
1\11
(f)
eXI4TIN �TRIame,
Q >
EXTERIOR
LL
z (>
WALL FINNISH
S
.Q
to
Q
STEEL TUBE TO BOTTOM TRLW
E [3) .'x2' EMBED
LAGTRUB
L4G SCREWS
V
aMAFACN
e24- OG MAX))
�z�
4'x12•%0.0415• MIN STEEL TUBE
I
CN i)_1
EMBED TJ' • ^ •—^' TO ROLLED STEEL TUBE W) CENTER N
LH
025• LAG TAS DESCRIBED ABOVE) - TRUSSES 1 14 r.H Q ~
SMS TO PLATE s 6' O.C. BETWEM N TRUSSES V
MAXPIAX V d
RIS
SE ON m 0 ewaraNG !�
EX18TwG a F D Tyra? GLAZIG REO'D 6EPARATION Lorex . S' -m• IMAX SPM!)
FROM GLASS �. 1 V FROM GLASS MAX DESIGN LOAD . tbm per O
GLAZINGrREF. TABLE T2 RJ
� rREF. TABLE nl �
a-ANCHOR6EWLE Tm x t4• Bs. m U n TR1S5 MOUNT SECTION
MACHINE SCREWS w {y 1 L:%ruA ALL" OR GALV STEEL SPACER
OS' A9 RI;OD.
LEG DIR 'S ffi EMBED TO BE AT Q5' OR RENSIONO
REN•ERSED mom• .i m ,� b]S' 04 rREFERT'CE I DA
rMAX. 1 m Z i- a�T9 ROR
USE
EXISTING CONCRETE HOLLOW REMOVABLE ANCHORS, ONW.T
EL OC< OR WOOD FRAM G w
BEE ANCHOR SOLED. BASED LII f
ON TTPE Or alfab=T RE, m 0
O C4 CO<.EGTION TYLE 14 ' • ' I•
REFERENCE ANCHOR Tdi{
e r3 POR MAX . `
SPACING E.,
&ZCEILW-VLOOR MNT SECTION GLAT)NG D -868.1
KTa MOL
@ OFFSET BALL Maar sEcnoN E�T�����5 SHEET:
LJ KTA MOLNTWNG SU ACE 2 OF
I OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS � � °
PENETRATI� HOLLOW BLOM OR -.I
ORE — �D e"Tm Ca+cmm NOLLOO BLOat OR WOOD SFr a °
m TYPE T STRUCNRB. 9a AP=14m . BASED ON TYPE OF SrPXr W E JA
rd olE Ml C TION ,T'affi i>R r1i4aC 180M�TRIC PRA18C L. .!'E.
MAX. $PAcwal � R Tu Pa•Pmmmr•Xr.• we4e
FF UTAP iRAQC bTA
�y/-080m' SPACINGH 74 POR MAX ANQil.O P OND 4 f1,
YY b
SPACING 4a OMB M TRACK
_F
Mn. LDoc9 ° 141
tiy
Mme. 0 "J
FLOW AGAINST b Stu
TOP ry
ILI
T.fEETAAE ] •
CLAIIIPdG nPOR TIN@r11,/ GLA"
A"��TOP W-TRACX OR
/ TOP M.TRACK
(FASTEN TO
RHO'D GLASS BEP. DIST. I ,I ° Vftxnwa
(WV T U" T7 FOR MPf. llm., UZI X •Q
tTW, 7y tt[dd3��1{{
m m ° OPT'ONAL PLASTIC IO40D. {D n
TO RASE PANEL L' SEEDfNOT
DETAIL
Bee -3�
EXISTING MAX pt:tAll t0 LEFT/
Ii omOR Q J T
ANa PIw (11 td DADE(2) GIMS AT MOSPAN P81' PON OUSE V S
BOAR. TO TRACKI UA
TNAN B R
® T DI�ST�. NArSLS LE dND/OR
0800' PR.ASTK: IOtdeB
D
MAX OmACilrF$ CTS
BC�R.D.8.8 Td POR (� ILa4GRLOOq T SHCTION SCNEOULE T4 FOR MAX ®•!•74'.�l1 7�
/.�YIhLL MOU3T RECTION .q�. V PYM.bWf TRAE%6 '• �ACING ^{ 9618• r I -BOTTOMso"� T»
v .Ma++*TQ4Cl6. XtA I I TRACK(PARTEN TOSTIac
L I I m PER
DETAILS M NN 40 (n Ln
OLOCK6CIRC 0 Fl�PAM��� n I I TO LEFT) A Z
PENE7RATICI`! �Y 'J
RXWTPIG CITE NE AN0 19.00K See ANCHOR BOlET). tlASE:T cq
oR urOoO PRATING. SHH .cP STR OR EMBED. ON TYPE
.{�aJC Rr4UCT1.ji,PB. i f \ UNI ILI
ec*eO. eAeep ON f•PTa CF SiRUGr.BW. _._.•._..,_.— F$PeTPl3iCl��Lb�R `..it" �-ms78•�� I � 'Q Qi �
9ONROW$ T4 POR
Q�St'L_ m.80m' SPACINGMAX
Q MAY BE BE T
a8 Appravil rcom111fti9t 60 � Vi Q J
u MAX O Q
Ix s•
—7 r MMmi Z Q Tp
CB C6N4 iTfPP
r'�ciao. rte. Q li ' c��i til
MA/L aP4cwy
ffi} E $adZi PII w•.w*Armm I u` MEOW=
A
SLAWO pGLASS(AB E76ADJACENT IWM/8CE SL
n STPETAL '' ORAPFOR MINIMLIM) 12.5' TOP. PER TYPICAL AVIACONT HC6SP�g�b•BBl1l�oU
(SEE TAVLHn exI PANEL
311PMMPN•gT,
ACRr
14 POR MAX.
SPACNG
•Gt��•If
•Qy QOI
ct
4l •Y7 61.1
e 3U _
Im. EXISTING I IN
W.ALOU BLOC W-4-20 B.S.
PRAOR ulIN& W 0 ELCD PA"IELMAf 7EB 1- 6 MAX STITCH
BOLTS I •
O A �-LEO MAY BE BENT ANCHOR BONED. ! AT BOTTOM OF I I TYPICAL I
Qgr TO 80dsg MAX SPEED an P ADJACENT PANEL i B' MAk I LAST PANELOP PANla MATHB At BOT10M
... TwIGAL ` OF ADJACENT PANELS
�PAVW, EACH PANEL ADJACENT t0 LASi
PANEL s BOTTOM Wl f1, ELCO ®ANEL IATES E A� 1'P1' MAX NCTC4 IN �"APS.i� /U •4.19 POWe49
n •7$ADEWBIL.L TiRINT BeCTKAI t /U ftXVJ b CALK•M. ALTERNATIVELT', LAST PANEL AROAiD W440wt CALK•RL CLOSEST TO LAST
OIRECT !ft
1"CAPIi 6EC71@! USE fa, PANIFLMATES AND NOTGN BOTTOM PANEL !NO NOTG! REO'D! _ I �---
•WnT'!T4►�PRm�gpM5t6X, P�- COWERS OF LAST PANEL tO PIT OVER ��D��'�GT WALL MQLVT EXTERIOR ELEVATION
! .n^�P INNERMOST ANCIdORS• lJB°i.on wmcT a,yL er N. 5NEET:
WT-_1 -,.,.A 3 of 4
/* t4NC�TOR SPACING SCHEDULE
A_ NCWQR N r
I. 8P4NS AND LOADS WWW WERE ARE IM DETW RMNr4G ANCWOR OFAM*4 Q. Y. ALLOWABLE 8TORn PANEL
4"" FOR 5MCMIC LOApS PW87 BE L"19D TO TWOSE SNOYN M MAX ALLOWABLE SPAN SCUMPuLE (TABLE 'TPA
2. INTER AN610R SCa6WLE BAmEp ON ne EX18TNG sTRL'Cumm MATERIAL t ANCHOR TYPE. smecT DESIGN
LOAD &REATER TMAN OR SOUAL TO MOAT'S DESIGN LOAD ON SWRTBR AND SELECT SPAN GRATER TW M OR
9COAL TO 04)TT9R SpAK
3. SELECT CgNNIOTM T`Pa BASED ON APPOOPWATE MOAITNO CONDITION (SES MOUNTING 03TAILS Qv
SWEETS 2 t 3 FOR IDEWPIGA7x7N OF CONGCTION TYPE).
4, ANZWO" SHALL HE NSTALLED N A0OOR04149 WITH MAP41FACTI4RER8' ReCOMPJENOATIONS.
5, 4CRRE EMBTMG 57R=gM 15 W*= FRATIMG, EX18TWG COPC47 Pa MAY VARY. PIELD VERIP" THAT
FABTEt�Rs Aipj{ NTO ADEOU4TE DIOOD PRVIM MEMBIRS. NOT PLYUJOW. FASTENNG 40 PLYWOOD 18
ACCEPTABLE OAT POR 847$ CLOSURE places.
ANCHOR SPACING SCHEDULE
Zr 009 DISTANCE
At
251.F-17 air
SPANS5.60 ft
TOr-
TO P 8.87 R
SWANS U 10.87 R
126" 1&0' 12.7' 12.
R LOAD
CONN TYP@
TYP@
O;pNH TYPE
12.5 16.0' 8.7• 10.5
8.25" 10.4' 4.0' 6,5
Cl C2 CS 04
Cl CL C3 C4
Cl C2 C3 C4
=lar '6.8' awl
V4" -x 1-314' EMBED 39
12S 16.0" latr 16.03
1.5 16.0' &0' 1&0'
1 5 1&0'11.11' 13.5
8M 9.7" 3.6" BA"-
ELCOTAPCON 49
12.8" 16.0' 18.0" 16.0"
128 19.0" 11.8" 13.3"
128" 18.0" 8.4" 10.7°
125" 1 18.0" 1 .0
33fopslcONq 98
126" 1&0'. Jac, 18.0'
125 18.0" 8.9" 11.1"
12.5 18.0" &0' 10.7
12.5" 18.0' 16.0 13.1`
�TwPM=483.00:'.7F -
12 -T-16.0" 13.0° 14.7
125 18.0" 8.0 i10.3"125"
1&0' 8.0'i10.3'.
12.5 1&0" 14.3" 11.0"-
--470.00- ' 130
12.5 1&0" &0" 10.3"
125 16.0" &0' 10.3"
125" 16.0" &0" 10.3"
12.6" 18.0" 9.6" 8.5
tt49c718'EMBED 39
125 l&W 18.0" Wr
120 air 1&2 6.
1 I&tr 106- 12 "
12.5. 18.9" 5.9' 8.4•
L-MNT880U68E7 49
12.5 laO' 16.0' 18.0"
12S" 16,(" 10.2" 11.8"
125 1&0. 7.5 9.5
18.0.1&(r 12Y
LEADSHIEWANCHOR 9< 58
12.5 1&C16.0' 16.0'
125 18.0' 7.9' &8"
12516.0 7.1" 9.7
12; 1&0' 11.9" 9.7"
mP0)•428 72
v
1251&0" 11.8" 127'125
16.07.1* 9.7
125 18.0" 7.1" 97
bbb
oor Ob) ° 429 130
12.5 t&0' 7.1" 9.2"
12.5 167 7.1' 9.2"
125 18.0' 7.1' 9.2"
12.4" SS 6.5"
t74'x2"EAffiEp
1 1& 1&C 18.
12 .0 3.
1 l f
8.25 &1" 3.4' 4.7'
ICOPANELMATE 48
SPM
128" 1&0' 18.0' 16.0
12.5 18.0' 8.9" 12.4"
128" 16.0' 8.5 6.B"
16.0'
3980 PSICONCI s 66
128" 18.0 14.9' 1&C
125 1x0' &9" 10.4"
125 1a(r 62" 6.6"
LEADBHMWANCHOR
Twp (1b) m 428
Top Qb) ° 37208 72
12S" 16.0' 10.0" 13.3"
125. 16.0' 6.7 9.6"
125' 18.0' 6.2" 9.5
18.0*
18.0
Va p (b) ° s85.00 130
125 16.0' 8.7 9.6'
125. 18.0" ex 8.6"
125" 1&0" Sr &8"
A_ NCWQR N r
I. 8P4NS AND LOADS WWW WERE ARE IM DETW RMNr4G ANCWOR OFAM*4 Q. Y. ALLOWABLE 8TORn PANEL
4"" FOR 5MCMIC LOApS PW87 BE L"19D TO TWOSE SNOYN M MAX ALLOWABLE SPAN SCUMPuLE (TABLE 'TPA
2. INTER AN610R SCa6WLE BAmEp ON ne EX18TNG sTRL'Cumm MATERIAL t ANCHOR TYPE. smecT DESIGN
LOAD &REATER TMAN OR SOUAL TO MOAT'S DESIGN LOAD ON SWRTBR AND SELECT SPAN GRATER TW M OR
9COAL TO 04)TT9R SpAK
3. SELECT CgNNIOTM T`Pa BASED ON APPOOPWATE MOAITNO CONDITION (SES MOUNTING 03TAILS Qv
SWEETS 2 t 3 FOR IDEWPIGA7x7N OF CONGCTION TYPE).
4, ANZWO" SHALL HE NSTALLED N A0OOR04149 WITH MAP41FACTI4RER8' ReCOMPJENOATIONS.
5, 4CRRE EMBTMG 57R=gM 15 W*= FRATIMG, EX18TWG COPC47 Pa MAY VARY. PIELD VERIP" THAT
FABTEt�Rs Aipj{ NTO ADEOU4TE DIOOD PRVIM MEMBIRS. NOT PLYUJOW. FASTENNG 40 PLYWOOD 18
ACCEPTABLE OAT POR 847$ CLOSURE places.
ANCHOR SPACING SCHEDULE
1/4"x1-lwEMBED 33
12.51 .0' &C 6.5
251.F-17 air
IFF 12 7.8"
125 i .0' 12. " 4.8"
SL COTAPCON - 49
126" 1&0' 12.7' 12.
6.28" 12.3' 6.2" 7.7'
62P 10.0' 3.5 &2'!
125 18.0' a6" 3.8'
56
12.5 16.0' 8.7• 10.5
8.25" 10.4' 4.0' 6,5
6,25 8.7" 3.6" 6.0"
G-T-Am)-mm
72
=lar '6.8' awl
625 8.7" 3.8" BA'
s2v 9.7" 3.6" air
125 16.0" &(r p
Vtap Ob) °398.00 130
8M 9.7" 3.6" BA"-
625 9.7" 3.5 &0'
8.2W 9.7' 3.6" B.(P
z
U4 mow" ENBED
ALL4101NTS SM04MT
125" 1 18.0" 1 .0
IFF izr1
1 98.0' 8. 6.3°
1 a
49
12.5" 18.0' 16.0 13.1`
12.5° 16.0" 8.5" 8.2"
125' lair 8.7' &5
c1LEAD
SHIELD ANCHOR * 58
12.5 1&0" 14.3" 11.0"-
125" 16.0' 6.5 6.9"
12.5" 15.9" 5.8" 8.4'
8.25 11.2" 4.3' 3.7
(Ib) ° 388 72
12.6" 18.0" 9.6" 8.5
12S' 15.9' S.9' &C
125" 15.9" a9" 8.4"
OTcw
Ymp (Po = 248 130
12.5. 18.9" 5.9' 8.4•
12.5 16.9'5.9' &4'
12.5" 15.9" 5.9' 6.4"
�x
1Wz1-tta"EMeEO 3812.7
18.0.1&(r 12Y
125 14.5° .7 7.7-1_62V
11.8'5.1- S
1 5 1 .0' ar &V
ELOO PANELMATE 49
12; 1&0' 11.9" 9.7"
6.25 11.6" 4.9" 6A"
8&S 9.4" 3.5 48'
125 13.1" 5.5 6.4'
* 58
125 15.4" 8.7 8.1"
625" 9.6" 3.8" 5.1"
8.25' 9.1" 3.4" 4.7•
625 11.1' 4.3" 5.4"
T=P Qb) - 204.75 72 162r
12.4" SS 6.5"
8.25 8.1' 3.4" 4.7`
1625' 9.1' 3.4" 4.7'
02V 10.3" 3.8" 5.0
V=T (1b)=233.50 13p
8.25 &1" 3.4' 4.7'
825' 9.1' 3.4" 4.7"
8.25 9.1"
A_ NCWQR N r
I. 8P4NS AND LOADS WWW WERE ARE IM DETW RMNr4G ANCWOR OFAM*4 Q. Y. ALLOWABLE 8TORn PANEL
4"" FOR 5MCMIC LOApS PW87 BE L"19D TO TWOSE SNOYN M MAX ALLOWABLE SPAN SCUMPuLE (TABLE 'TPA
2. INTER AN610R SCa6WLE BAmEp ON ne EX18TNG sTRL'Cumm MATERIAL t ANCHOR TYPE. smecT DESIGN
LOAD &REATER TMAN OR SOUAL TO MOAT'S DESIGN LOAD ON SWRTBR AND SELECT SPAN GRATER TW M OR
9COAL TO 04)TT9R SpAK
3. SELECT CgNNIOTM T`Pa BASED ON APPOOPWATE MOAITNO CONDITION (SES MOUNTING 03TAILS Qv
SWEETS 2 t 3 FOR IDEWPIGA7x7N OF CONGCTION TYPE).
4, ANZWO" SHALL HE NSTALLED N A0OOR04149 WITH MAP41FACTI4RER8' ReCOMPJENOATIONS.
5, 4CRRE EMBTMG 57R=gM 15 W*= FRATIMG, EX18TWG COPC47 Pa MAY VARY. PIELD VERIP" THAT
FABTEt�Rs Aipj{ NTO ADEOU4TE DIOOD PRVIM MEMBIRS. NOT PLYUJOW. FASTENNG 40 PLYWOOD 18
ACCEPTABLE OAT POR 847$ CLOSURE places.
ANCHOR SPACING SCHEDULE
&?r EDGE DISTANCE I
39
1l4'x2"THREAD 39
12.5 16.0' 1&0' .5"
125 i .0' 12. " 4.8"
125" 16.4r &Ir .9"
V4'x2"THRP-AD
PENETR.LAS SCREW 49
125" 16.0" 16.0* 80'
125 18.0' a6" 3.8'
125" 16.0" 6.3' 3.1"
UP TO
58
125 1&0' 14.4" 5.1"
125 16.0` air 3.7
125 18.0' air
6.67 It
Trop 0)°359,&1 72
12.5" 16.0" afr 4.1"
125 16.0" &(r p
115" lair 610'
TYPE
vm0 48297 130
125 18.tP 6.0
125 16.0" ED'
12.5. 16.0" 8.0
9.7'
014 x 1 u'r THREAp
12 1, 18.0'
1 a
1 13.5 .5
13?
PUNM WOOD SCREW 49
12.5" 16.0' 13.6' 6.1'
125' 13.7' air 3b"
62V 10.7' 4.1" 3.1-
16.01
58
12.5" 18.0" 8.3" &1"
8.25 11.2" 4.3' 3.7
6.25" 10.4" 3.9'
19.0'
Trop (b) a 234.00 72
12.5 14.2" 6.3• 4.1"
625" 10.4" &tr8.26"
10.4' 3.8"
MIN 3320 PSIS
V -P ) ° 98.74 130
&25" 10.4" 3.8"
625' 10.4" 3.9"
8.25" 10.4" 3.8"
7tt8'x5/8'EMBED 39
16.0"
12.6" 16.01 18.0' 12.01
1 5 1 .0' ar &V
12 13.4' .8`
1&(r
BRASS BUSFUNOA 49
12S 16.0" 13.5 10.3"
125 13.1" 5.5 6.4'
628" 10.8" 4.0' S2"
72
114-20 SCREW t SB
12.5 16.0 9.7 &7.
625 11.1' 4.3" 5.4"
625 10.3" 3.8' 5.0'
1&
TcQP (b)=231.50 72
t2S" 14.0' a7 6.9"
02V 10.3" 3.8" 5.0
825" 10.3" 3.6' &(r
14
YCOP (D) ° 232.50 130
&25 10.3" 30 &0'
8.25" 10.3" 3.8" 5.0"
6.25 10.3" 3.8' BAY
A_ NCWQR N r
I. 8P4NS AND LOADS WWW WERE ARE IM DETW RMNr4G ANCWOR OFAM*4 Q. Y. ALLOWABLE 8TORn PANEL
4"" FOR 5MCMIC LOApS PW87 BE L"19D TO TWOSE SNOYN M MAX ALLOWABLE SPAN SCUMPuLE (TABLE 'TPA
2. INTER AN610R SCa6WLE BAmEp ON ne EX18TNG sTRL'Cumm MATERIAL t ANCHOR TYPE. smecT DESIGN
LOAD &REATER TMAN OR SOUAL TO MOAT'S DESIGN LOAD ON SWRTBR AND SELECT SPAN GRATER TW M OR
9COAL TO 04)TT9R SpAK
3. SELECT CgNNIOTM T`Pa BASED ON APPOOPWATE MOAITNO CONDITION (SES MOUNTING 03TAILS Qv
SWEETS 2 t 3 FOR IDEWPIGA7x7N OF CONGCTION TYPE).
4, ANZWO" SHALL HE NSTALLED N A0OOR04149 WITH MAP41FACTI4RER8' ReCOMPJENOATIONS.
5, 4CRRE EMBTMG 57R=gM 15 W*= FRATIMG, EX18TWG COPC47 Pa MAY VARY. PIELD VERIP" THAT
FABTEt�Rs Aipj{ NTO ADEOU4TE DIOOD PRVIM MEMBIRS. NOT PLYUJOW. FASTENNG 40 PLYWOOD 18
ACCEPTABLE OAT POR 847$ CLOSURE places.
ANCHOR SPACING SCHEDULE
5 A� � NCHOR SPACING rSCHEDULE
-
114" x 1.1M" EMBED
39
WE
E MST.
7.61
15. "
V4'x2"THRP-AD
ELOOTAPCON
SPANS
UP TO
SPANS
UP TO
13.4"
NETR. LAO SCREW
45
5.60 R
6.67 It
16.0'
ANCHOR
)AAO
CONN
TYPE
CON
TM
14.6"
16.0"
9.7'
CS
05
CS
06
13?
1/4'x 1.314• EMBED
39
1
6.0'
16.01
16.01
4.4"
ELCO TAPOON
45
19.0'
16A"
11.4"
1&0'
16.0"
MIN 3320 PSIS
55
1&C
16.0"
7.5'
lair
16.0"
Temp (tD)•483.00
65
14.2"
1&(r
60
18.0"
16.("
1&0'
Ymp Qb) P 475.0
72
11.0'
16.0"
6.0"
18.0
1&
1/4'x778'
39
1&C
16.0"
14
Jaw
16.0
ALL-POIN79 SOLID4ET
45
16.0'
18.0"
10.1"
16.0'
16.0'
LEADBHMWANCHOR
Twp (1b) m 428
6 55
85 'i
16.0'
128"
18.0
16.0'
6.5
5.3" '
18.0*
18.0
13.7"
Vmy P 429
72
9.8"
1&0'
$.3'
1&0'
12.6."
114' x 2"
8.1"
1"
16.
15.8'10.3"
18.0'
1 x
ELCO PANELMATE
45
16.0'
1B.0
air
16.0'
10.3"
PSICONP).
# 55
1&(r
16.0'
air
la(r
IN 3390 PBI CONC) *
r80
Qb)° 372.00
65
11.0'
1&0'
4.6•
1&0'
Tcap Qb) = 297.E
Qb)P 585.W
72
&5
1&0'
4.8"
lao"
5 A� � NCHOR SPACING rSCHEDULE
-
114" x 1.1M" EMBED
39
16.0
16.01
7.61
15. "
V4'x2"THRP-AD
ELOOTAPCON
45
/8.0"
16.0'
6.2"
13.4"
NETR. LAO SCREW
45
55
11.0"
16.0'
3.4"
11.0'
TYP@',
Trop (1b) - 218.00
55
6.4"
14.6"
16.0"
9.7'
Twp Ob) P 389.53
Qb) 0 3p.00
72
&(r
13?
16.7
8.7'
1/4'x718' Qd61ED39
72
16.
16.0"
4.4"
12.
1 .
4 x 1.112' THREAD
ALL,PONM SOLIOSET
45
16.0'
16.0"
8.5
16.0
WOOOSCREW 45
LEAD SHIELD ANCHOR
* 55
18.0'
16.0"
8.6"
16.0"
OTemp
(1b) P 358
Vmp (Ib) - 248
85
72
10.5"
8Z"
16.("
1&0'
4.4"
4.4'
15.9"
15.8"
65
V4' x /-U4" DWED
39
16.0'
1&
.1
14.
72
ELOO PANELMATE
45
1&0'
16.0
4.8'
12'
39
16.0'
(` 55
10.3"
16.0'
3.7
10.3"
45
Tmp 0) - 204.75
66
&0'
13.7"
65
9.1"
/` 55
V ° 233.50
72
4.7'
12.6."
4.4"
8.1"
5 A� � NCHOR SPACING rSCHEDULE
-
1/4's 1-14' EMBED
I
' ewwGQi
TI
0"
&2"
V4'x2"THRP-AD
30
18.0"
1
12.
1 .
4.6-
.555
NETR. LAO SCREW
45
16.0'
16.0'
8.8"
16.0'
CONN
TYP@',
55
1a0'
16.0'
8.6"
16.0"
C7i
Twp Ob) P 389.53
65
10.8"
16.0'
4.4"
16.7
lir
YM P 82.97
72
8.7
18.0'
4.4"
16.0'
18.0"
4 x 1.112' THREAD
11.8"
18.0'
16.("
1
16.0'
18.2"
WOOOSCREW 45
16.0'
16.0'
8.5
14.4•
S5
128"
55
11.8"
18.0
3.6"
11.6"
72
Tetap Ob) - 234.00
65
8.8'
15.7"
B.9'
10.4"
39
VeAp QbI" 98.74
72
5.3"
14.2"
11
10.4"
45
e"xwrEMBED
39
16.0'
16.0`
.0'
1B.
55
ASS BUSHING &
45
16.0"
18.0'
5.5
14.7
65
.20 SCREW
fT
/` 55
11.7"
16.0"
3.S'
11.7'
4.4"
wp Ob)=231.50
65
68"
15.8'10.3"
8.1"
1 x
4.4"
(IM P 232.60
72
5.3'
14.0'
10.3"
5 A� � NCHOR SPACING rSCHEDULE
-
1/4's 1-14' EMBED
I
' ewwGQi
TI
0"
&2"
6.S"
ELCO TAPCON
SPANS UP TO
SPANS
UP T
8.9"
4.6-
.555
4.5
5,80 R
8.87 ft
8.9"
ANCHOR
LOAD
CONN
TYP@',
CONN
TYPE
7.5
4.9"
8,0'
C7i
C7
ce
B8"
V4"x1-9M'EMBED
39
lir
19,3.8"
t8"EMBED
k
9.
16.
EL7)O TAPDON
46
18.0"
13.2'
11.8"
8.4"
14.2"
(MIN 3320 Psi CONC)
56
18.2"
10.8'
9.s"
a9"
11.7'
T=p (1b) ° 98&40
S5
128"
9.2" I
8.5'
&0'
air
980.00
72
11.6'
8.3"
8.5
6.0'
B.9'
momP
1/4k71B'EMBED
39
6.0'
1&0'
15Z
10.
11
ALL•POWSSO11D-8ET
45
18.0"
14.7"!
13.2"
9.7
9.7'
I
LmsmELDANCHOR *
55
16.0"
12.0
10.8"
7.6"
7.8"
Twp Ob) 1429
65
14.4"
102'
9.5
6.7"
6.7'
V
4.4"
3
9.7
98
8,T
8.1"
1 x
4.4"
1,
10.
ELOO PANELMATE
10.1'
8.9"
6.4"
IN 3390 PBI CONC) *
1441"
7.3"
5.2"
Tcap Qb) = 297.E
.7"
7.0'
6.4"
4.6"
V Ob) ° 282.50
.8"
6.3"
6.4"
4.fr
I BUSHING 8 45 {
SCREW t 55 19.2" B.5 S.6' 4.1"
Ob)a 231.80 65 7.8" 8.5 5.1" 3.7"
tlel a 232..96 " 7.O° 5.0' 5.1" &r
6. 44ER6 LAO SCOM PAStEN TD NA$ZWW PACE CP STUD FAAHMO. OABTENSR SMALL BE LOCATED M CEN7P.R
OF NOMNAL 2' X 4' (MN.) WOOD 87'.27 ("4' BOOB 015TAN" 18 ACGEI JABLS POP WOOD FRAMM3A WOOD 8TL0
1/4's 1-14' EMBED
39
12.8'
8.
0"
&2"
6.S"
ELCO TAPCON
48
10.9°
7.1"
8.9"
4.6-
.555
4.5
3.4"
55
8.9"
air
&7"
3.7"
p Ob) • 174.0
65
7.5
4.9"
8,0'
3.3'p
) a 319,00
72
B8"
4.5
&0'
3.3'
0.6"
5.4"
t8"EMBED
k
42-
3.4"
16.
12.
10.4
.8'
3.7'
OINTS 60UD-SET
45
14.2"
IO.T'
9.0"
B.5SHIELOANCHOR
>k
55
11.7'
8.7'
7.4"
5.5"
oTaap
Ob) P 358
65
air
7.4"
&S'
4.8"
Vw OD)= 249
72
B.9'
8.7°
BY
4.9"
vo" x t -v4" EMBED
39
11
.!
5.1'
p�
2
FLOC PANELMATE
45
9.7'
I
6.9"
6.2"
4.4"
f
55
7.8"
5.5
&(r
3.5
Twp (1b) ° 201.80
65
6.7'
4Ar
4.4"
3.2"
vamp ° !88.80
TZ
8.1"
43`
4.4"
3.7
I BUSHING 8 45 {
SCREW t 55 19.2" B.5 S.6' 4.1"
Ob)a 231.80 65 7.8" 8.5 5.1" 3.7"
tlel a 232..96 " 7.O° 5.0' 5.1" &r
6. 44ER6 LAO SCOM PAStEN TD NA$ZWW PACE CP STUD FAAHMO. OABTENSR SMALL BE LOCATED M CEN7P.R
OF NOMNAL 2' X 4' (MN.) WOOD 87'.27 ("4' BOOB 015TAN" 18 ACGEI JABLS POP WOOD FRAMM3A WOOD 8TL0
114-x2-TMNEAD 471
(.0- 9.0
...
PENETR. LAO SCREW
45
6.S"
6.7'
4.1"
EITHER A PAN MEAD, TRIWS HEAD, OR WARM HEAD (5329WALK BOLT) UN.O,IL
56
6.3"
4.5
3.4"
Top (1b) P 369.53
66
4.5
3.9"
° 8247
72
4.1"
33"
4.9'
14x1.112"THREAD 39
S
PENETR, YAM SCREW
46
55
0.6"
5.4"
5.4'
4.r
42-
3.4"
S
Tamp Ob) ° 234.00
85
4.5
3.7'
3.0'
I BUSHING 8 45 {
SCREW t 55 19.2" B.5 S.6' 4.1"
Ob)a 231.80 65 7.8" 8.5 5.1" 3.7"
tlel a 232..96 " 7.O° 5.0' 5.1" &r
6. 44ER6 LAO SCOM PAStEN TD NA$ZWW PACE CP STUD FAAHMO. OABTENSR SMALL BE LOCATED M CEN7P.R
OF NOMNAL 2' X 4' (MN.) WOOD 87'.27 ("4' BOOB 015TAN" 18 ACGEI JABLS POP WOOD FRAMM3A WOOD 8TL0
om"w glPBbt6F
8 4LL BE 'SOUTHERN PN8'O"0.55 OZ GREATER DERWY. LAD SCREW SWALL NAVE PWILLe�"S PAN MEAD OR WEX
1. * DE5IGNATE5 RBMOVAM" AWC 10%.{WZ4 ARE REOWRED FOR OIREOT MONT NBTALLAT0'5.
lwft�
Q MAONNa SCREWS SHALL NAYt MP~ O' tj'ENG46MMENT O'THREADS M BASE ANCHOR AND MAY NAVE
EITHER A PAN MEAD, TRIWS HEAD, OR WARM HEAD (5329WALK BOLT) UN.O,IL
PM:8+8?8. 'T
NTC.IOR w�l
10. ® 16 NAYSSS ANPLM
00N01DItd� ARE'OT8 � ABL@ FOR UW.L
5WEET:
4 OF 4
RAMMS ENGINEERING, INC. Kd = 1.00
2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007
Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-05 WIND CODE
DESIGN WIND LOADS (LBS/SQFT) FOR 146 II PH
.Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 146 mph Wind Zone
Height
-(Maximum)
Effective Wind Area (or, Tributary
Area) in Square Feet
60
0.86
0
40 50
1.00
0.950.92
0.89 0.88
15
54.7
52.3
50.8
49.8 49.0
48.4
2058.0
55.3 u
53.8
52.7 51.9
51.2
26
60.5
56.2
55.1 54.2
53.5
30
40
63.1
67.0
60.3
58.6
57.4 56.5
55.8
59.2
64.0
62.2
T 60.9 60.0
67.0
65.2
63.9 62.8
62.0
1 60
72_.8_j
69.5
67.6
66.2 65.2
64.3
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the 146 mph Wind Zone
Height
(Maximum)
Effective Wind Area (or, Tri
utary Area) i Square Feet
60
-0.96
10
30
40
50
AA0
-1.05
-1.02
-0.99
-0.98
15
-59.4
-54.4
-53.6
-53.0
20
-62.9
-60.3
-58.7
-57.6
-56.8
-56.1
25
-65.7
-62.9
-61.3
-60.2
-69.3
-58.6
30
-68.5
-65.6
-63.9
-62.8
-61.9
-61.1
40
-72.6
-69.6
-67.9
-66.6
-65.6
-64.8
50
-76.1
-73.0
-71.1
-69.8
-68.8
:68.0
60
-78.9
-75.7
_-_73.7'
1 -72.4
-71.3
-70.5
Exterior Zones (5 - Walls) Negative Pressures
Exposure C For the 146mph Wind Zone
Height
Effective Wi4d'_Area (or, Tri
utary Area) in Square Feet
60
-1.13
10
20,
30
40
50
-1.40
-1.29
-1.23
-1.10
-1.15
15
-73.3
-68.4-65.5
-63.4
-61.8
-60..5
20
-77.6
-72.4'
-69.3
-67.2
-65.5
-64A
25
-8110
-75.6
-72.4
-70.1
-68.4
-66.9
30
-84.5
-78.8
-75.5
-73.1
-71.3
-69.8
40
-89.7
-83.6
-80.1
-77.6
-75.7
-74.1
50
-94.0
-87.7
-84.0
-81-3
-79.3
-77.6
60
-97.4
_20.9
-87.0
-84.3
-82.2
T -80.5
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS
Juan Rosario
29 N.W.10Cth Terrace
Miami Shores, FL 33150
Galvanized Panels
Dimensions / Zone / Windload pressures
1.
75/51
/ Zone 5
/
+54.7 / -73.3
2.
55151
/ Zone 4
/
+54.7 / -59.4
3.
75/52
/ Zone 4
/
+54.7 / -59.4
4.
37/52
/ Zone 4
/
+54.7 / -59.4
5.
112/52
/ Zone 4
/
+54.7 / -59.4