HomeMy WebLinkAboutProduct Approval 1/13/2020 Florida Building Code Online
FPS
z 5.,� °�"#.;"��,�X�'� 5..u.. ,`ar-,tv`3a�``� � §� ..a ,;4, :Y. Y'r' �„�'�"�r^.,��.`�, i1. .a �.':. �• '$�+s
BCIS Home i Log In User Registration ' Hot Topics Submit Surcharge I Stats&Facts Publications i Contact Us BCIS Site Map Links I Search
a
. s
%)Product Approval
'-' :USER:Public User
d.bwr
Product Approval Menu>Product or Application Search>Application List>Application Detail
aI � FL# FL28390
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodriguez@easternmetal.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bennardo
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FL28390 RO COI Indep.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2014
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79XRazdmALplOKM52J36Kwyo8J7CSxQB8A%3d%3d 1/2
1/1312020 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/18/2018
Date Validated 12/17/2018
Date Pending FBC Approval 12/19/2018
Date Approved 02/19/2019
Summary of Products
FL# --_— Model, Number or Name i Description
._........
28390.1 i 2"Clear Bertha Storm Panel (2"Clear Bertha Storm Panel (HVHZ and Non-HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL28390 RO II Dwg l.pdf
Approved for use outside HVHZ: Yes i Verified By: Frank L. Bennardo PE0046549
Impact Resistant:Yes ! Created by Independent Third Party: Yes i
Design Pressure: +60/-60 Evaluation Reports
I Other:See installation instructions for limitations i FL28390 RO AE Evall.pdf
Created'by Independent Third Party: Yes
i 28390.2 12"Clear Bertha Storm Panel- i 2"Clear Bertha Storm Panel (HVHZ and Non-HVHZ)-
j SIMPLIFIED EDITION I SIMPLIFIED EDITION
---............._..........._...._._..,_--- --........_.._..............__......__....._.._........_...__._.._...... .._.._..__.......... ...- --- --....................._..-__........---......_._..........-_........---......................._......
--
Limits of Use I Installation Instructions
Approved for use in HVHZ:Yes I FL28390 RO II Dwg2.pdf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE0046549 f
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other:See installation instructions for limitations and access i FL28390 RO AE Eval2.pdf
to simplified editionCreated by Independent Third Party: Yes
I
-_-7k Kid
Contact Us::2601 Blair Stone Road,Tallahassee.FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® 9
Credit Gare!
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79XRazdmALplOKM52J36KwyoBJ7CSxQB8A%3d%3d 2/2
1111111111111////,
\!• -HSE XL BENMAW,P.E.
a9
EASTERN METAL SUPPLY MAXIMUM ALLOWABLE �. �tio 5A9
2" CLEAR BERTHA STORM PANEL (HVHZ & NON-HVHZ) DESIGN PRESSURES: = LL:
AS NOTED IN DESIGNA'•. OF
SCHEDULES .� ST n10.
THE CLEAR POLYCARBONATE PANELS AnWITH
_ Off. '••.F� `* v*onvc
IN THIS DOCUMENT MAY BE INTEGRATALTERNATE STEEUALUMINUM PAAPPROVALS PROVIDED THE MINIMDESIGN NOTES:
INSTALLATION CONDITIONS OUTLINED WIDTH UNLIMITED POSITIVE&NEGATIVEASD DESIGN PRESSURES FOR USE WITH THIS
ARE NOT EXCEEDED (PERP.TO PANEL SPAN) SYSTEM SHALL BE DET slcNfO nlc,slue yawn Ix
omrtu.wnxuT,a vatKrco
RMINED ON A SITE-SPECIFIC BASIS AND wofmor rhm oocOMSNT
COMPARED TO LIMITING FACTORSAS STIPULATED HEREIN.THEY SHALL K[NOTCOhafP[afa alOhlP
WIDTH UNLIMITED TOP MOUNT(CONN BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE ANPSf D.IFli MMNO
NP. REQUIREMENTS&IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OIGRIL 9GxxTIRE Ox SxfET 1
(TOP MOUNT TYP.p TYPE AS REQ'D) SECTIONS OaTxLs sNEEr ooEs"°'
(CONN AS REQ'D) SECTIONS OF THE FLORIDA BUILDING CODE.THEY SMALL BE LESS THAN OR EQUAL CONT.UN AN EN�xEERS
TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES ouclxu swrutuPEas6u,
-- xz LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. fNls sxfET Is•co
N
TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD C
PLAN VIEW CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR Z s:
HORIZONTALLY AS APPLICABLE.
I E" GENERAL NOTES: LLNLL �W
° _""a
A THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL IL FABRICATED IN Z W W lJ°%z x
ACCORDANCE WITH 7)F R USE REQUIREMENTS OF THE FLORIDA BUILDING CORE Q >¢ a w a
SIXTH EDITION AND
FOR USE INSIDE AND OUTSIDE OF THE HVHZ,PE0.TAS z ¢w 0 0
201,202&203 AND ASTM E330 E1886&E1996 TEST PROTOCOLS. 0 t m
j m m/,) CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING Z X A w
w¢ CODE AMNDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED (iJ IIJ per,,
WQ VI N •s 30 O HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING.
3 ¢ I r u z= 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
PL u p z= m Q j w DESIGN OF THIS SYSTEM.
4 a: z O 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT W
g.4 z O i i 1= SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE w u.
M2§
m O: FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH ,y O
H PERMITTING CNTRACTOR.
COORDI
4. SEPARATE'SI'TE SMALL BE ATSPECIFIC SIGNED AND S°EALED ENGINEERING SHALL BE
uWwi p n m LL REQUIRED IN ORDER TO DEVIATE,INTERPOLATE,AND EXTRAPOLATE FROM
LOADS,DEFLECTIONS,OR SPANS CONTAINED MEREIN.CONTACT THIS '^
ENGINEER AND VISIT THE ACCOMPANYING DIGITAL INFORMATION REFERENCED } w iv
HEREIN FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED. d
5. THE SYSTEM RETAILED HEREIN IS GENERIC AND DOES NOT PROWDE a e LL
R0.297" THE
FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM O Y u j
THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED In u$ O O
m
— -— ARCHITECT'SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN J O z a:
n
CONJUNCTION WITH RES DOCUMENT. Q p,n rA 9°•
9 7 FIELD DRILLED 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED m m v ¢9 a
.� .-• ( / PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. I =70 w
- - - -- / PANEL HOLES SHALL r o
1 0. O ALL FASTENERS RS BE LLB C GREATER SAE GRADE 5 UNLESS NOTED ¢o
BOTTOM NOT EXCEED THE OTHERWISE.FASTENERS SHALL BE CADMIUM•PLATED OR OTHERWISE Z 3 n w¢
MOUNT((CONN ��B 0170f1MOUNT I 1 c LIMITATIONS CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS
AS REQ'D) / CONN TY�Ec A5� 1 SHOWN IN THESE FOR ALUMINUM STRUCTURES'SECTION 3.3.7.2 BY THE ALUMINUM LU ;,I W m ¢
REQ'D) / DETAILS AND SHALL ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL H v 3 Og h
ARCH TOP STRAIGHT TOP CODES. 171
1 \0.578' / 7 NOT HAVE ANY B. ALL STORM PANELS SHALL BE CLEAR POLYCARBONATE,L=0.100'AND Q u LL¢
MAY BE AT TOP IX625. CRACKS/BREAKS CONFORM TO THE SPECIFICATIONS LISTED HEREIN. W O
9. ALL ALUMINUM EXTRUSIONS SMALL BE 6063-T6 ALUMINUM ALLOY OR p
TYPICAL VERTICAL MOUNT ELEVAT N &BDTTDM DGE OF PANEL BETTER UNLESS NOTED OTHERWISE. �
10. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO
N.T.S. ENATION / NON-CRACKED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER
MANUFACTURER'S RECOMMENDATIONS.
1
\� NO THE CONKED RACTOR CONCRETE RESPONSIBLE TO ALL CONLATE CRETE
ANCHORS
TALL
F�6.305 Y MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. o Y!
12- ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS NB y
8 1 112601 SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR, I.al. 9 $
O R INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES
C IL 1 INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL 6 k
FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT
X1.25 / 0.625 WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM
HI
R DEVIATIONS OF TS PLAN, e
6 R0.�44 13. EXCEPT AS EXPFIESSLY PROVIDED HEREIN,NO ADDITIONAL
MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WITH THIS APPROVAL: __ CERTIFICATIONS OR AFFIRMA710NS ARE INTENDED.
.i
SPECIFIC GRAVITY 1.20 G/CC ASTM 0792 MAY BE AT TOP 14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENTg B�
ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. SB ddd
TENSILE YIELD STRENGTH 8700 P51 ASTM 0638 ZDGE &BOTTOM 35, PANELS SHALL BE PEIIMANENTLY LABELED WITH A MINIMUM OF(1)LABEL
FLEXURAL STRENGTH AT YIELD 12500 PSI ASTM D790 OF PER PANEL,CONTAINING THE FOLLOWING.INFORMATION:
PANEL
FLEXURAL MODULUS 340000 PSI ASTM D790 WEST PRAIM�BE�ACH SUP
INC, c,n exclxuuxc ex
NOTCHEDDEIZOD 18 FT-LB/IN ASTM D256 TAS 201,TAS 202&TAS 203
ASTM 02843
SMOKE NSITY - 75 MAX ASTM E330,ASTM E1886&ASTM E1996 - u18-6492�f§ -
FLORIDA PRODUCT APPROVAL NUMBER
RATE OF BURNING C-1 CLASS MAX ASTM D635 / SGLE:NTS UNlE55 NOTED
n SELF IGNITION 1 650 DEG.F ASTM D1929
o�
tttt till lN'A i
OVERLAP- 2.576• L N GfPt�$E '•�Q i
2.000 r 1.50 I 2.000"I-- O
U+-20 STUD Y 9 •.-'(��
-IT----1I 12ae )• 12•D.I Ea LL_
1.003 I 1 1 1.003^ I:L I arse unu ,.o sun:. �..-,�,- LLQ-C
f 7I'7I eB•nw.
� I _ I xl'ea' Paoo�a Pm. a, ow. a P.•P •'. TNTE F ``
I-� 4.749"--1 zc•s eBzaaa z.11n lao z.» Em P••`��`
IF- -"I ms zmav -J1L-
_-.- 12.000"PANEL COVERAG - J •n z.•6•---•� 100Pzzwa z•vse oz•vsPv I-xmP-{ z��:° '"im Iv'1 •�.v��•
14.573"PANELLENGTH o uMelfar}NI A E A ttttt
ANGLE STUD ANGLE
SI121/,1lIAE DN SN II}IYII
0.100•THICK PANEL ♦ - IDX TORE N[E EAGER "U"HEADER S"BUILD-OUT J"HEADER 2•BUILD-DLII•U•HEADER I'BUILD-GUI•U•HEALER + 5 SHEETUCART OfADIGRAIIr
p0. aNA,C 2Iw-C0.W-»0a •lu 3 •0-C0.tq-•a00 A w-C0.DR-JarO •WX le(+U-C0.EN-]»0 uW t•0-C0.oN-)»O) uW -C0.(R-.la nl-fDLON-sw SIGNED/DE,SnAIL rFAVxN IN
Dicrtu wu..ArAlxTeo
PROVIDES 1 SAE G16- C 5 LYroIEr Of TMIAOIL SS BOpIME)R
IW Li AND 2SiAOM EROS,iYP. AND 6CAL[D. 1-IS NDE
11111 f�•e mertALs ou URe aN snEr E
P-3
�a • on» oaee� Rll) OCDNTAI.HANE EWIneENDT
r0O5p Tom'S eiills"AAOD-Dw-
-j AnCMOAS PER
a e•rt l i•• L•A FI» H' 1 a )erl __� a6.95EE TYPE'' CV FD. UWGE-HEAD U.NECDE0. -SMALLBE
DIRECf10Nf it Ovw -- 11Y NiN SCNEOULFS�� fLUSN WRH 1NWUE5E.v.Wv'11 Z_ p O
MAYBE ENDOi IC B W�^L!_
3.9U;I.D-OUT"i"TRACK �,2•RUILC-OUT•F•TRACK E'i I'BUILD-CUT"F•TRACK 7 :"TRACK REVERSED •C ANGLE TRACK /IALT.•P ANCLE ) WA MERED WNGNUT „ALT.BUILD-OU)OPTION ENGLE,Tro. l.�NEYMOLE WASHER Q yi,,,, Out
Fmwo
(•0-00.0R-ala) ALW CJ(w-00.[W-ell{ AWu 'C.`+l•v-00.0K-ala) 4W B w-Caw-arw AWu w-MW-6a0 Awa 2ANAt S ALLOY AwN L'y ALUV W�
_ N
MINIMUM STORM PANELSEPARATION W W o.'1:7
=7 u o,
SCHEDULE 2: ALLOWABLE PANEL Zq W U==<
FROM GLASS(HVHZ,WIND ZONE4& jD 1-.1-!o
ESSENTIAL FACILITIES SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: LJ OLm =_yF
MAXIMUM 2"CLEAR PANELS - 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD rc N O A
SCHEDULE 1: DESIGN INSTALLATIONS INSTALLATIONS W ^"W0
ALLOWABLELESS THAN MINIMUM STORM PANEL SEPARATION FROM GLASS 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUMcoq-'
ALLOWABLE PANEL PR�PSF;RE SPAN(Lmax) ABOV GE RADE GABOVE GRADREATER THAN ED' (WIND ZONE 4&ESSENTIAL FACILITIES) ALLOWABLE STORM PANEL SPAN. SCHEDULE IS OR USE WITH POSITIVE LOADS LESS THAN OR EQUAl�TO LE N�dsW
MAXIMUM NEGATIVE DESIGN LOADS. o w d
SPANS (HVHZ & +/-21 132.0 In 10.501n TIT DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER 2. LINEAR INTERPOLATION BETWEEN LOADS IS DO
NON-HVHZ +/-2B 120.OIn 10.00 in 9.25 In PRESSURE SPAN(Lmax) THAN 30'ABOVE GRADE THAN 30'ABOVE GRA DE ACCEPTABLE,OTHERWISE USE NEI(T HIGHER LOAD.
+/-31 108.5 in 9.50 in 8.50 in (PSF) �L m
2"CLEAR PANELS +/-36 96,51n 9.00 in 8.00 In +/-35 144.0 in 10.251n 7.001n GLASS SEPARATION NOTES: ' mm
-41 845 in 8.50 in 7.25 In +/-00 133.0 in 9.75 In 6.25 in Ja i o LL
+/46 In 8.00 In 6.75 In
./45 I.
ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD a LY LL 0
/ 122.0 in 9.50 in 5.50 in o y
+/-51 61.0 In 7.501n 6.00In +/•50 111.0 In 9.00In 4.]S in TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE U) Ln x ¢o O
3 +/-56 49.5 In 7.00 Ln S.251n +- OPENING TO BE PROTECTED. a O o DF
/55 100.0 in 8.50 In
4.00 In 2. SCHEDULE IS REQUIRED FOR USE WrrH POSITIVE < o m rn o g
8 +/-60 40.0 In 6.50 In 4.751n ./-60 89.0 In 8.00 In 3.01)In LOADS ONLY.INTERPOLATION BETWEEN LOADS IS lu a •t
-SEE SHEET 4 FOR ANCHORAGE OPTIONS SEE SHEET 5 FOR ANLHUKAUI OPTIONS ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD. f -'• m o
-SPANS AND SEP.FROM GLASS LISTED IN THIS TABLE ARE ONLY APPLICABLE FOR 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND 2 3 c m o w
1 _ CONNECTION TYPES C3 AND C2 ONLY. OUTSIDE OF ESSENTIAL FACILMES IN ASTM WIND ZONES 1 Q ,mD�il m
g N V -"H"HEADER,"U"HEADER AND"C3"CONNECTION OPTIONS SHALL NOT BE USED THROUGH 3,THE GLASS SEPARATION SCHEDULE IS NOT FFW Q 3 V W O a
a V WITH THIS TABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE U
-MINIMUM PANEL SPAN IS 36.0".UTIU2E GLASS SEPARATION FOR 89"SPAN TIER PROTECTED OPENING IS REQUIRED, p
K'-xe slcewAlx oR
FOR SPANS LESS THAN SHOWN IN TABLE o
MAp,INE BOLTe Enmrw
2a o.c
wnsnEReD4-O.Cno winnow
rrP. _ pp
g L 0.25'MAX.
d2i 1B W.ALV.SCEEL aENi 0,25"J�E%ISTING CONOLETE y @ Y
RATE Of)3'AS'N.125•
6061-T6 AWK ANGLE MAX. W I`ENIN(� [2)SEINO toAOIETE ovEIUAP oP wAu 9EYOnD BR
WINDOW SWILL BE I.S% -
g 1.000 H w0pD F0.MTIOLLO"BLOCK NG ZTDISI`ANC&,��.BU)LD-OUT I D R
OVERLAP D WALL MWMT CLOSURE DETAIL
t HQ
4"MAX. N.T.S.
g ll CORNER CLOSURE DETAIL
0.25"MAX. � Bg
EVSTLNG CONCRETE $B
EXISTING BAr WINDOW HOLLOW BLOCK OR mNC CANOIEIE HOLLOW LOOK
¢sg 8q qi
wood
FRAMING. 3.820" BUILD-OUT OR WOODIMMING.SEE MIO9' 4
33 F3
MA% • DISTANCE SC EDUIE BASED ONTrPE of y i e5
STnum-
' 1.000• 0.25'MAX. ^acNr eNFJNeEu,K:avAess
OVERLAP ALUM.ANGLE(SEE DEruL
x•-20 SIDEWALA OA / FASTENER®IB'O.C.COR DESIGN KABOVE) 1.000"
MACHINEBOLTB LOADS LESS Tr_oa EQUALTD 60 18-6492
WASMERED WINGNUT 02+' 1MIN. PSF
O.C.T,P. MIN. EMBED SCALE:NTSUNLESSNOTED
..000• EXImNG CONCPETE iASTENER p la'O.G f00.DESIGN{AADS IESs TIUN 00.
'+ lr w.GAIV,STE6 N0.LOW BLOpt o0.woOD Wu.LLTD 6D PSP
m BEM PLATE D4 Yx2'X 4"MAX. EMBED /0.AMIHG.SEE AXC♦x)0. 5
.ln•6062•T6AWW 'WON�� � Ll_D-OUT MOUNT CLOSURE DETAIL
C ANGIL o CORNE0.CLOSU DETNL (l TRAP MOUNT CLOSU0.E DETAIL W STRUCNRE.
x.T.s. N.T.S. 1.500
EXISTIFIG CONGETE HOLLOW BIttX PANEL CONNECTION O PTI O N S PE„ETRAT,DN �ON„ECTTON TYPE ,,,\ PE/E L.
BE
O0.WOOD iRAMING.SEE ANCHOR 1\11 1111 N L BEHNA0.Dp,P.E.
PENETRATION SCHED.BASEDONTYPEOFSTFUCTURE.
6549
OR EMBED. COMIECOON,PE ` ..
OR EMBED. REFERENCE ANC100.
4EFFABKE AMCNpR SPACIWLLiOR ••� SE,••
CSC"EDU E FOR MAC. _�•' Y 1
L� SPACING QQ-,
/ D..BD• �: NopE��
�O..BB'
0.150. T 0.25• T ..
TOO ..FAl
�0 • FLO, m 4 D FM�nI
EEi 1.Tms
” p4RT
.IA DIG—
iio qx�w sxnuwExleoN
u — ))111)Il DrTmc DocuMENr
�Nor mnslDmcD nDHm
EXISTING EXISTING A�ilO BEALEO.IF THERE Is NO
GLASS OR GLASS OR f EXISTING DIGOAL SIGNATURE ON SHEET 1
DOOR i DOOR < GLASS OR _1 TIUSµ D NOT
DOOR OR P GIIYLL SIGNATURE A S_,
F MIN,GLASS SEPARATION F Tr1E9�9HEET 19ACOPY
MIN.GLASS SEPARATION a PER SCHEDULE ��(„ MIN.GLASS SEPARATION a `� O N
PER SCHED4..�
�a aW PER SCHEDULEIY� Z •HQ t
Su
..FMS Um
Lu
LL,
w�=��d
s L ZQ >Q x
0.500• __
D.mO• sSuo W W oOJ^®EMBE IOH TYPE E. OEXISTING CONCIEn, EXISTINGATIC. (ND:1IIII WERF CE ANCHOR EE,HOLLAWEXISTING CONWETE, EMBE .•-10X x•5.5.SND MOLOW OU%K O0. SCHEDULE PO4 MAX. BLOCK OR WOOD__ (•PANELFASTENER•) w00D FRAMING SEE BLflOt (-lY I ANW OR 2AN BASDSPACWG INNING(Sf!WORD FlU „G.SEE ANO10R SCHEDULEON TYPE OF ST-A C”`E
ANCH00.$dm.BASED NPE BAS®�ttPEOF SCHEDULE mR MAX.STRUCTURE)W0.EFE4ENCE ANCItlR ALT.WALL MOUNT SECTIOF F S_ U.ORNTS (TOP OR BOnOMj G BUILDOUTMOUNT SECTION sPAONG NTS (TOP OR BOTTOM) J Z
O
e EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE N U,U O O O O
1 ANOIOR 5—.BASED O",PE a STRumFE. EXISTING CONCRETE J Q n =d
1 W_ B oN aR Q O IIn
ANCHOR
SFE pC m fV Q a
7
ON,
SOLED.BASED a ED O
4£y ON hPE Or ST4UCTUPE Z m Q 3
m aT on—
REFERe„rs ANaoR rL �U~I m ��
j •T.L• ^/J SdEOUIE FOR MA%. 112 W �O Q
'Y {.FJ SPACNG N C 3 V LL VFI
/ 1 NC CONNECTION TYPE QO
Q REFERENCE ANCHOR D�
SP f00.MALI. r' O
E 0.15• {.i� SPACING
-
9 EMBED MAX
.'•30•.• y5 EMBED
S.S.STUD
PANEL y^6 MAK @y Y
u
LASS
FASTENE0.•)ATIr c
X y757� C
m MT Y4DR0.5ED
DC F
r
� ea
GU5050P
DDR��
§ FR.TwRH,:H�IHE�NNDEXHX99•
nln.cuss sEI
EXISTING COxCREIE. EMBED. PER SCNEDULE DNE 18-6492
OW FAFMm.SEE EO � REFERENCE ANCHOM1 SGLEINTS UNLESS NOTED
h WOOD FRAMING.SEE /'4 SCHEDULE FOR MAx.
OR$CHT.BAS®
C3 SPACBiG ALT.[E[LLNWFLOOR MOUNT SECTION ��
ONAxttCSTRUCTURE.PE OF STRUCTURE.
/1 CEILING/FLOOR MOUNT SECRON HTS (TOP OR BOTTOM)
TITS (TOP OR BOTTOM)
\11111111110 1f//7rr'
ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ & NON-HVHZ):
2"CLEAR PANELS qp ••.*
EDGE DISTANCES AS NOTED '1 -+- 01 Q'_
ti Spans Up To T-4"(411'1 Spans Up To T-0"(84'1 spaU To ll'-0" 132' - -1 -w-
EDGE DISTANCES AS NOTED LOAD :* oea4 (L-
G Spans Up To 3'•4"(40"1 Spans Up To (84') Spans U To I1'-0" 1321 O ANCHOR (75n CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE
O°C ANCHOR LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE x Cl C2 C3 Cl C2 C3 -Cl C2 C3 \
(Psi 1/4"ITW TAPCON WITH 1-3/8"THREAD 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0"
x ri1 Cl C2 C3 Cl C2 C3 C1 C2 C3 PEN.AND 3/4"MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 11.0"
I/ ITW TAPCON WITH 1-3/q'EMBED AND 23 12,0" 12.0" 12.0' 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G=0,42 MIN
41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0"
1.1/2'MIN.EDGE DISTANCE(3192 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0 ICT )g5 1
CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 1}--�"w � 51 12.0" 12.0" 12.0" SiWUTOaP N9EIRA 1x15
60 12.0" 12.0" 12.0" sNFET is F-T or A DIMTAUY
a_». Sl 12.0" 12.0" 12.0" so-nLF,suW A--
12.0"
- 1N
60 12.0" 12.0" 12.0" 1/4"ELCO ULTRACON WITH 1-3/8"THREAD 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0'-
PEN.
0.0" 'o-
PEN.AND 3/4"MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" AAs r�ior caisra ooa+8errr
1/41.ELCO ULTRACON WITH 1-3/4"EMBED 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 020'..' 12.0" (G=0.42 MIN DFaFp aIGMF
AND 1'MIN.EDGE DISTANCE(2846 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" ) a1 12.0" 12.0" 12.0" 12.0" 12.0" 8.0'• ANo coup.it THERE 1s xp
piGRAL5IGNATWE pN MEET r
CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 51 12.0" 12.0" 12.0" oa TNis sNEEr cors fon
60 12.0" 12.0" 12.0" mnTMnAx exolxeEns
OfU4wAL awxATune A Sul.
51 12.0" I2.0" 12.0" 1/4"ELCO PANELMATE FEMALE,MALE,or 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" Tws s-is Amrr
W 60 12.0" 12.0" 12.0" ( I^ ry
21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" PLUS)W/ ANNE EMBED AND 3/4'MIN. 3l 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" U1/4"ELCO)W/PANELMATE(FEMALE,MALE,oro
PLUS)W/2'EMBED AND 2-1/2'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G=0.54 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" Z
U DISTANCE(3350 Psi MIN CONC) 41 12.0" 12.0" 12.0" 12.D" 12.0" 12.0" O T 51 12.0" 12.0" 12.0" ffYY--a W rl
O 60 12,0" 12.0" 12.0" 1L 'H'm u w
2 51 12.0" I2.0" 12.0" w..
O 60 12.0" 12.0" 12.0" O 1/4'ITW TA ON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" W LL LL m
U 3 EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0 11.0" W W ON 2 iit
1/4"ITW TAPCON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G=0.42 MIN) 41 12.0" 12.0" 12.0" 12.0" I2.0" 8.0" Z¢ w W(J.,z x
EMBED AND 1-1/4'MIN,EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" .7 51 12.0" 12.0 12.0
(3295 psi MIN CONCRETE) 4l 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" T �t>1D 4A Q W w B c
60 12.0" 12.0" 12.0"
51 12.0" 11.0" 12.0" 7 o t m t
1/4-20 PANELMATE INSERT WITH 1-5/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" L
60 12.0" 12.0" 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" W
1/4-20 ALL POINTS SOLID-SET WITH 7/8' 21 12.0" 12.0" 12.0" 12.0" 12,0" 12.0" 12.0" 12.0" 12.0" V W z
EMBED AND 1-1/4"MIN.EDGE DISTANCE 31 I2.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G=0.42 MIND b'"PiWR' 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.0'• 3 LL y
13000 Psi MIN CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" * 51 I2.0" 12.0" 12.0" VI o'>z w
q 51 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" p W W
EI'
1/4'WOOD OR LAG SCREW WITH 1.3/8' 21 12.0" 12.0" 12.0" 12.0" '12.0" 12.0" 12.0" 12.0" 9.S" O
E.
12.0" 12.0" 12.0" .,
MIN THREAD PEN.AND 3/4"MIN.EDGE 31 12.0" 12.0 12.0" 12.0" 12.0"
DISTANCE(G-0.42 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 7.5"
[I=jM IInnaj-R::DM............. 51 12.0" 12.0" 12.0" q
EDGE DISTANCES AS NOTED k}-""T"`EITY' 60 12.0" 12.0" 11,0"
ANCHOR NOTES: a 'ori
G Spans Up To T-4"(40") Spans Up To 7'-0"(84") S Parts U To I V-O" 132' O J
p 0 LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE � O -v Of O>
03 r L ANCHOR (PST) Cl C2 C3 Cl C2 C3 Cl I C2 C3 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM -i Q¢ O Z
Y 1 4'ITW CON WITH 1'EMBED AND 2' 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" 12.0" 12.0" 7.0" ¢ 0
/ ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE
U MIN.EDGE DISTANCE(1900 psi MIN CMU) 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" SHALL APPLY.
O 41 12.0" 12.0" 12.0" 6.0" 9.5" S.5" S G c m 4
4' J 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,& xx
51 12.0" 12.0" 9.5" ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN.LOAD ON SHUTTER AND w e m O F
g' 60 12.0" 12.0•' 8.0" SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECr CONNECTION TYPE BASED ON APPROPRIATE W a
w W 1/4"ELCO ULTRACON WITH 1.1/4"EMBED 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" 12.0" 12.0" 7.0". MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE). N o 3 o
g J AND 1'MIN.EDGE DISTANCE(1900 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" 3. 'PANEL FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS("F"-TRACK,
�r CMU) 41 12.0" 12.0" 12.0" 6.0" 11.5' 5.5" STUDDED ANGLE,ETC.)."PANEL FASTENERS'SHALL BE SPACED AT 12"O.C.ALL END PANEL HOLES SHALL HAVE a
51 12.0" 12.0" 9.5'• PANEL FASTENERS,TYP. O
60 12.0" 12.0" 8.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
O 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 1 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.-2.0" m m
6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. g pA
D: PLUS)W/1-1/4'EMBED AND 2'MIN.EDGE 31 12.0" 12.0" 12.0" 1 12.0" 1 12.0" 11.5" 7• MINIMUM EMBEDMENT AND
O DISTANCE(2000 psi MIN CMU) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.01. EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
�
51 12.0" 12.0" 12.0" WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER 4
ADS TO HOST STRUCTURE. s 9 gp
60 12.0" 12.0" 12.0" 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY.
N 1/4-20 ALL POINTS SOIJD-SET WITH 7/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" 12.0" 12.0" 7.0"
�i 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING PLYWOOD.
CONDITIONS F MAY VARY. FIELD VERIFY THAT a g
O EMBED AND 1-1/9'MIN.EDGE DISTANCE
31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD[S 8ppp
J (1800 psi MIN CMU) 41 12.0' 12.0" 12.0" 12.0" 12.0" S.S., Q 'tl
J ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
q,�._.�_ S1 12.0" 12.0" 9.5"
O m 11' 1
0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER gg
9 S 60 12.0" 12,0" 8.0" OF NOMINAL 2'X 4"(MIN.)WOOD STUD(1"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD.STUD SBS g
SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. S�B�.
11. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET. ><
12. MACHINE SCREWS SHALL HAVE 1/2'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY Nil
HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. S ,
.� 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
14.I�DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SNS SA-c
c 15.* DIRECT MOUNTING CONDITIONS. 6492
Fi 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. SCALE:NTS UNLESS NOTED
17. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS)
a
A-1 ��
\\\\3 //rPANN L BENNApO=,D.E.
gENly Er0046S42
EDGE DISTANCES AS NOTED � �'••" •• "•
ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): G Spans
D To 3'-0 5 anst To 7'-0'Spans Up To LT-0" 2�••�\GENS �-
2"CLEAR PANELS oc NN TYPE CONN TYPE CONN TYPE -r
ANCHOR Cl cx c1 cz cl cz PEp04 - 1
EDGE DISTANCES AS NOTED - NO
3/4'ITW TAPCON WITH 1-3/8"THREAD 12.0" 12.0" 12.0" '12.0" 12.0" _
GSpanso - a o - an o 1 - PEN.AND 3/4-MIN.EDGE DISTANCE " 12.0" 12.0" 12.0"
LOAD CONN TYPE CONN TYPE CONN TYPE �0
rn (G=0.42 MIN) " 12.0" 12.0" 12.0"O ANCHOR (psf) u cz u u u u Iz.o" ix.D^ Iz.o^ TEOF 121
1/4'ITW TAPCON WITH 1-3/4' 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" p " 12.0" 12.0" 12.0"EMBED AND 1-t/2-MIN.EDGE 40 12.0" 12.0" 12.0" 12,0" H-- ' 12.0" 12.0" 32.0" 'r�0,C FLOn\�p'! 3si,ownu�N
DISTANCE(311-912 psi MIN 45 12.0" 1x.0" 12.0" 12.0" // V eTunE ox snEer E.mis
CONCRETE) 50 12.0" 12.0" 12.0" 12.0" PEN.AND S/4T MIN.EDGE DISTANCE 40
40 I2.0" 12.0" 12.0" 12.0" 120" 12.0" S'SIONA�\.siaNm N�sui oaerwNm
55 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN /IL I11Iii \ o�icrtu roDaur,erAprtEo
q�",e"„",,,•� ) 4$ 12.0'• 12.0" 12.0" 12,0" rE[e or TnEspxDfils
60 .12.0" 12.0" 12.0" 12.0" nu xpi rnnuoaaDo cEcxs
1/4'ELCO ULTRACON WITH 1-3/4" 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0"
Anp ewep.tr 1nEMF rs no
55 12.0" 12.0" 12.0" 12.0" IortAl vennTUDe on snEErt
EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12A•' 12.0" oA mis snEEr ooEs nar
(2846 psi MIN CONCRETE) 45, 12.0" 12.0" 12.0" 12.0•' mnrAw•rr ENpinEEAs
1/4-ELCO PANELMATE(FEMALE.MALE,or 35 12.0" .12.0" 12.0" 12.0" 12.0" 12.0" p0.1c6nA1 sicrumaE a sM
D1.__,,�,�,,�� 50 12.0" 12.0" 12.0" 12.0" PLUS)W/1-7/8'EMBED AND 3/4-MIN. 40 12.0" 12.0" 12.0" 12.0" rm�Ts1 SHEET ISAcprr panrt.
L1 55 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G-O.S4 MIN.) 45 12.0" 12.0" 12.0" 12.0" U i0 N
60 12.0" 12.0" 12.0" 12,0•' °
- 50 12.0" 12.0" 12.0" 12.0" Z
F 1/4'ELCO PANELMATE(FEMALE, 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" O �E1101E r� -_mmm T _ SS 12.0" 12.0" 12.0" 12.0" rY•f19n ,w m'3"vu',O
lu MALE,or PLUS)W/2'EMBED AND 40 12.0" 12.0" 12.0" 12.0" O "� 60 12.0" 12.0" 12.0" 12.0" LL Ol J Q
CC 2-1/2"MIN.EDGE DISTANCE(3350 45 12.0" 12.0" 12.0" 12.0" O W a H
1/4'ITIN TAPCON STORM GOURD W/1-3/4' 35 12.0" 12.0" 12.0^ 32.0" 12.0" 12.0" W f T
O psi MIN CONC) 50 412,0" 12.0" 12.0" 12.0" T+ EMBED AND 1.1/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" W O N
O. 55 12.0" 12.0" 12.0" 12.0" (G=0.42 MIN) 45 12.0" 12.0" 12.0" 12.0" Z Q w Q LL 2 w
U 60 12.0" 12.0" 12.0" 12.0" $0 12.0" 12.0" 12.0" 12.0"
1/4'ITW TAPCON STORM GAURD W/ [120" 12.0" 12.0" 12.0" 12.0" 12.0" 55 12.0" 12.0" 12.0" 12.0" Z O t 0] t
1-3/4'EMBED AND 1-1/4-MIN.EDGE .0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" ¢ry O D w m
DISTANCE(3295 psi MIN CONCRETE) .0" 12.0" 12.0" 12.0" W O J
1/4-20 PANELMATE INSERT WITH 1-5/8- 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" U U.1
.0" 12.0" 12.0" 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12:0".0" 12.0" 12.0" 12.0" (G=042 MIN.) 4512.0" 12.0" 12.0•' 12.0" W W.0" 12.0" 12.0" 12.0" �,,pLLL1LL1 50 12.0" 12.0" 12.0" 12.0" '01/4-20 ALL POINTS SOLID-SET .0" 12.0" 12.0" 12.0" 12.0" 12.0" 55 12.0" I2.0" 12.0" 12.0"WITH 7/8'EMBED AND 1-1/4- .0" 12.0" 160 12.0" 12.0" 12.0"MIN.EDGE DISTANCE(3000 psi .0" 12.0" 12.012.01/4'WOOD OR LAG SCREW WITH 1-3/8' 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.5"MINCONCRETE) .0" 12.0" 12.0" 12.0" MIN THREAD PEN.AND 3/4-MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" J m.0" 12.0" 12.0" 12,0" DISTANCE(G=0.42 MIN.) 45 Iz.O" 12.0" 12.0" 12.0" J J i '.0" 12.0" 50 12.0" 12.0" 12.0" 12.0- a o:LL n O LL
p B�\t\ wp SS 12.0" 12.0" 12.0" 12.0"
In U S e ¢
60 12.0" 12.0" 12.0" 11.5" O V ry O Z
S EDGE DISTANCES AS NOTED ANCHOR NOTES:
rl S ans U Tp 3'-0'Spans U To 7-0'Spans Up To 12'-0" f W Q f m p
�n LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE z 3 a %a°;
o ANCHOR (psf) ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. K .�.L
i . 2e Cl 1. Cl Q 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,& .. p a
1/4"ITW TAP ON WITH 1"EMBED 35 12.0" 12.0" 6.0" 11.5" 6,0" 6.0"
AND z•MIN.EDGE DISTANCE(1900 40 12.0" 12.0" 6.0" 10.0" ANCHOR TYPE.SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTE0.AND F v 3 d a
SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.THIS SHEET APPLIES TO CONNECTION TYPE-Cl-AND'C2' Q
psi MIN CMU) 45 12.0" 12.0" 6.0" 9.0" Q D
ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).'H'HEADER AND-U-
psi
50 12.0" 12.0" 6.0" 8.0" HEADER OPTIONS ARE NOT APPLICABLE FOR THESE TABLES.
55 12.0" 12.0" 6.0" 7.0"
O �.. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
J 60 12.0" 12.0" 6.0" 6.0" 4. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK. jig A tO 1/4•ELCO ULTRACON WITH 1-1/4' 35 12.0" 12.0" 12.0" 12.0"_ 6.0" 7,0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. c" ' ' S i g
O EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM;BRICK,AND OTHER WALL FINISHES. a 9
W (1900 psi MIN CMU) 45 12.0" 12.0" 6,0" 10.5" WALL FINISHES SHALLIE LIMITED TO 1/4'MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS
J
a J
50 12.0" _12.0" 6.0" 9.5" TO MOST STRUCTURE. � �8
U" 5512.0" -12.0" 6.0" 8.5" 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY.
Sf Sf IL If 60 12. 0" 12.0" 6.0" 7.0" 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT C
I as k�
O I/4'ELC0 PANELMATE(FEMALE, 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS
=
C MALE,or PLUS)W/1.1/4'EMBED 40 12.0" 12.0" 12.0" 12.0" ACCEPTABLE ONLY FOR SIDE CLOSURE PIKES. g8g8 k
V' AND 2'MIN.EDGE DISTANCE(2000 45 12.0" 12.0" 12.0" 12.0" 9. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OFb"
C psi MIN CMU) 50 12.0" 12.0" 12.0" 12.0" NOMINAL 2'X 4'(MIN.)WOOD STUD(-Y."EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SMALL 8
BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. PB�
55 12.0' 12,0" 1x.0'• 12.0" 5
60 12.0" 12.0'• 12,0" 11.0" 10. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET.
1/4.20 ALL POINTS SOLID-SET WITH 35 12.0" 12.0'• 12.0" 12.0" 6.0" 8.5" 11. MACHINE SCREWS SHALL HAVE 1/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY
HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. cm.awn�"cu
J 7/8"EMBED AND 1-1/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
O DISTANCE(1800 psi MIN CMU) 45 12.0" 12.0" 12.0" 12.0" �Ev
= 50 12.0" 12.0" 6,0" 11.0" 13.Tm DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1$-6492 aEss
14.* DIRECT MOUNTING CONDITIONS.
H60
55 12.0"1 12.0•'1 6.0" 10.0•' 15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. SCA1e:NTs UNLESS NOTED
N 12.0" 12.0" 6.0^ 8.5" 16. PROVIDE KEYHOLE WASHER FOR L/4-20 SIDEWALK BOLTS oE�
Opening. I Size 1r)
(WxH)
1: Accordion 60 x 136 V
2: Accordion 72 x'84 m
3. Accordion 93 x93 JN
<L(9
4. Accordion 136 x 70 c Z L
5. Accordion 44 x45 :)Ln
6. Accordion 44 x 45 e N N
7. Accordion 34x57 c 0F
8. Accordion 57 x 64 a=
9. Accordion 31 x64 Pool/Lanai c ui>LL
10. Accordion 44 x 57 ° M o
CP-1. Panel 53 x 73 4 W wZ Ln
c�a
ZIT
oc � a =4 "W
® a z ® o=
LL g O a
m
0 N
), LLJlez LU LU0
0
7 3
Lu 8 N
9 Front Entry
CO
O
G� U
CP-1 CU LL
_
2 •L rn
10 t -0
U c
O J
U-) M
O 07
O �
O
C a-
O
0
COPYRIGHT-EMPE-COM
SCALE:
NOT TO SCALE
DATE:
Oct 06,2020
PAGE DESCRIPTION:
Site Plan
PAGE: OF
- — 1
1
r
sHUTTE. A CORPORATION
12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455
PH: (772)545-3300 FAX: (772)545.3297
Property Information Building Information
Owner: Donald and Christine Glies Wind Zone: 170 MPH.
Address: 9005 Houndslake Ct Exposure Category: C
Port Saint Lucie,FL 34986 Minimum Building Dimension: 40 ft.
Mean Roof Height: 18 ft.
IL Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max PositiveMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
CPA Int 53 73 7 36.8 -40.1
........................._...._.-................_.........---................._..................................__._....................._............__._....._...._.._.............................---..._...._..............................................-.................................._................__._._.........._..._............_......................—._.................----....._............_..-........................................--
1 Int _ 60_ 136 _ 7 34.8 -38.2
2 End 72 84 7 35.6 -45.3
3 Int 93 93 7 34.7 -38.0
....._.-..._........---........... ... --.............-..........-_.....................-..._._._...-—._._......._....._—._.._...---- -.............__._..._.._.............----.....................---..__......_.._._........---........._ ..__......._. _....----._................._....
----
4 End 136 70 7 34.5 -42.9
._._._.................................----....................-._...._.........._-...._._............_..............---............----._..._........._..._—:..._............-----............................._................._............_.................................._..._._........_..__.......................__.....__....._.......................__.............._......._............_....................---.._..........
5 End 44 45 7 38.5 -51.0
6 Int 44 45 7 38.5 -41.8
_._......_........_..._.._.._._.......__....._...-_.._......__.._...---_---........._..----..-.._..................-.._-.._._........-.__..........................-...-..__.......----.._.................__..._._-......_...._-.............._._...._......._..----..._._......._._.......--._....--------..._..:._..—..__...- ----............._...
____.
7 Int 34 57 7 38.5 -41.8
.—.........................._..---....---......................_............-...._...----..............................---............._...................................---........._.._.._.............................---........................................_.........._ .._.._...........---._.. —........-- - -- ................_....._..-----
8 Int 57 64 7 36.9 -40.2
-----... - ----............-- -—.........__.. __._...._....._..._........._.—_.._..._.._.__._................ .................-----.....---...__.....__......----... --...........-- --......---.................----
-9.._........._----Int
......._..-- ----._........_31— 64 7 38.5 -41.8
_..............--- —.................__._._...- ---.........---........... _.....__._..............__..... _.................--._ _......................--..............
10 Int 44 57 7 37.9 -41.2
Prepared in accorclance x,ilh:ASCE 7-10,Chapter 30. Wind Loads-Canponenis and Cladding.61h Edition(2017)Florida Building Code.
Page 1 of I
-- Ci�I1'riiicarion-Scneau e-i`or Upeilin Yrotecti�te Device or Sysfiem
r1he following minimum infonnation shall he provided to facilitate ph-in review and inspection of thea Proposed installation,Opening,proteetive device or•.systemj
Address: 9005 Houndslake Ct, Port Saint Lucie, FL 34986 Type of Structure: ` '� � PERMIT#:
Dev. Device Device + Shutter Shutter Anchor
# Type Manufacturer Approval �Lt:SSIIR S eA,,6l�aE�E t
Width Height r Spacing
CP-l. Panel EMS FL28390 - 40.1 72 53 73 Tapcon 12 Concrete
1. Accordion A.S.S.A. FL389-R9 - 38.2 133 60 136 Tapcon 12-9-5 Concrete
2. Accordion A.S.S.A. FL389-R9 - 45.3 81 ----- 72 _ 84 Tapcon 10-8 Concrete
3. Accordion A.S.S.A. FL389-R9 - 38.0 90 93 _ 93 Tapcon 12-11 Concrete
4. Accordion A.S.S.A. FL389-R9 -42.9 67 -136 70 Tapcon 10-9.5 Concrete
5. Accordion A.S.S.A. FL389-R9 1- 51.0 42 44 45 Tapcon 10 Concrete
6. Accordion A.S.S.A. FL389-R9 -41.8 42 44 45 Tapcon 10 Concrete
7. Accordion A.S.S.A. FL389-R9 -41.8 54 34 57 Tapcon 10 Concrete
8. Accordion A.S.S.A. FL38_9-R9 - 40.2 61 57 64 Tapcon 10-9.5 IConcrete
_9. Accordion A.S.S.A. FL389-R9 -41.8 61 31 _64 Tapcon 10-9.5 Concrete
10. Accordion A.S.S.A. FL389-R9 -41.2 54 _ 44 57 Tapcon 10 IConcrete