HomeMy WebLinkAboutProduct Approval Michelle Franklin,CFA—Saint Lucie County Property Appraiser—All rights reserved.
Property Identification EFEB
EIVED
Site Address: 7302 MYSTIC WAY
Parcel ID: 3322.620-0022.000.2 13 2018
Account#: 135840
Map ID: 3322N Use Type: 0100 n�y, Permittin
Zoning: PUD - - - - g
City/County: FILE COPY Stint Lucie County
Ownership
George R Penole
422 N 4th ST
Lehighton,PA 18235
Legal Description
MYSTIC PINES AT THE RESERVE LOT 17(OR 3897-217)
Current Values
lust/Market Value: $265,900
Assessed Value: 5265.900
Exemptions: s0
Taxable Value: $265,900
Taxes for this parcel:SLC Tax Collector's Office 0
Download TRIM for this pawl:Download PDF D
Total Areas
Finished/Under Air(SF): 2,316
Gross Area(SF): %359
Land Size(acres): 021
Land Size(SF): 9,054
Building Information(1 of 1)
Finished Area:2,316 SF
Gros Total Area:3.359 SF
Exterior Data
View: Roof Cover:Clay Tile Roof Structure:Hip
Building Type:HB- Year Built 19% Frame:
Grade:B+ Effective Year.2006 Primary Wall:CB Stucco
Story Height 1 Story No.Units:I Secondary Wall:
Interior Data
Bedrooms:3 Electric:MAXIMUM Primary Int Wall:
Full Baths:2 Heat Type:FredHotAir Avg HgYFloor.0
Half Baths:0 Heat Fuel:ELEC Primary Floors:Carpet
A/C%:100% Heated%:100°/. Sprinkled%:0°/.
Ba�E 14
r 3 73 26 SPM
10 n (na)
11 n l (�
Iass z0 s
— 'FY-- V Intel I
` i6
6 n
OPPH 0 '
(64) 7y 20� 17 n aM ,s
21
This information is believed to be correct at this time but it is subject to change and is not warranted.
CCopyright 2018 Saint Lucie County Property Appraiser.All rights reserved
m
CC) E
Design Data and Installation Schedule GEORGE PETROLE PAGE -01 w N a
H C� C
C
Opening Shutter Anchorage Shutter Wind Anchor Type Max. Anchor NotesU '—` o
Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing W m
C, M,W Inches PSF Neg. Lag ect. Inches Lj-
U er/Lower Upper/Lower J
1 28 GAUGE STEEL CEMENT 71 39.4 TAPCONS 12/12 N
2 28 GAUGE STEEL CEMENT 30 39.4 PANELMATES 12/12
3 28 GAUGE STEEL CEMENT 45 39.4 PANELMATES 12/12
4 28 GAUGE STEEL CEMENT 45 39.4 PANELMATES 12/12
5 28 GAUGE STEEL CEMENT 97 39.4 TAPCONS 12/12 FRONT DOOR SIDE LIGHT
6 28 GAUGE STEEL CEMENT 48 39.4 PANELMATES 12/12
7 28 GAUGE STEEL CEMENT 76 39.4 PANELMATES 12/12
8 28 GAUGE STEE CEMENT 76 39.4 PANELMATES 12/12
9 28 GAUGE STEE CEMENT 76 39.4 PANELMATES 12/12
10 28 GAUGE STEE CEMENT 69 39.4 PANELMATES 12/10
11 28 GAUGE STEE CEMENT 105 39.4 PANELMATES 12/12
12 28 GAUGE STEE CEMENT 105 39.4 PANELMATES 12/12
13 28 GAUGE STEEL CEMENT 102 39.4 PANEL/TAPCON 12/12 BACK DOOR
14 28 GAUGE STEEL CEMENT 82 39.4 PANELMATES 12/12
15 28 GAUGE STEEL CEMENT 82 39.4 PANELMATES 12/12
16 28 GAUGE STEEL CEMENT 56 39.4 PANELMATES 12/12
17 28 GAUGE STEEL CEMENT 82 39.4 PANELMATES 12/12
18 28 GAUGE STEEL CEMENT 45 39.4 PANELMATES 12/12
19
20 IL R
21
22
23
24
25
26
27
01/11/2018-12:06pm interni V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017_b FBC WIND CHARTA"
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 150 MPH MRH S 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
ENCLOSED STRUCTUREFLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONE- PRESSURES 1 EXTERIOR ZONES PRESSU ,RES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES PSF -Z NE 4 Mean DESIGN PRESSURES PSF -ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4)OR EXTERIOR(ZONE S)PER THE
(2:,
Roof Area of Openin - 3 URE BELOW LEFT OR IN %(HEIG -
16CtUOKPENIN THERS.
$(5Q f Area of Opening( Ft I.I. ANY QUESTIONABD THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 40 - fight 10 20 30 40 50 S. ill 2 IDENTIFY THE BUILDING MROM THE LOWEST GROUND ELEVATION.IF
-31.9 -30.6 -29.8 29. -39.4 36.7 -35.2 -34.1 -33.2 1 MEAN ROOF HEIGHT CANNK(HIGHEST)ROOF HEIGHT.
0-15 ft 15ft 2.1. ALWAYS ROUND UP VALUE.
+29.4 +28.1 +27.3 +26. +29.4 +28.1 +27.3 +26.8 +26.3 2 VALID FOR ALL ROOE AN ENGINEER FOR REDUCTIONS.
-33.2 -31.8 -31.0 -30.4 -40.9 -38.2 -36.6 -35.4 -34.5 3 CALCULATE THE TRIBUTARION AS THE GREATER OF(HEIGHT
TH)OR THE SPAN LENGTHH OF 1/3 THE HEIGHT(HEIGHT n/3).
18ft +30.6 +29.2 +28.4 +27.8 +27.4 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 3.1. USE THE AREA BETGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
20 ft -33.9 -32.5 -31.7 -31.1 -30.6 20 ft -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
+31.3 +29.9 +29.0 +28.4 +28.0 +31.3 +29.9 +29.0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 ®TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
N READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 I ACCORDANCE WITH CODE.
S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
-36.9 -35.4 -34.5 -33.9 -33.4 -45.6 -42.5 -40.7 -39.5 $r5_ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 _ ERAL NOTES:
35 ft -38.2 -36.6 -35.6 -35.0 -34.5 35 ft -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH'ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+35.2 +33.6 +32.7 +32.0 +31.5 +35.2 1 +33.6 +32.7 - 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
"WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
-39.2 -37.6 -36.7 -36.0 -35.5 -48.4 1 -45.2 -43.3 1. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft +36.2 +34.5 +33.6 1 +32.9 +32.4 40 ft +36.2 +34.5 +33.6THAN THE RATED LIMITING WIND VELOCITY ABOVE.
. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43.0 - 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 1 +34.4 1 +33.7 +33.2 HVHZ=HIGH VELOCITY HURRICANE ZONE.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
-41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7, THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
50 ft +37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-42.0 -40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE
55 ft +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR
APPLICABILITY OF THE USE OF THESE TABLES I D-HER@IN.
-42.7 -41.0 -39.9 -39. -�38. -52.8 -49.2 -47.1 -45.7 -44.5 10. THIS SPECIFICATION DOES NOT R A V D CERTIFICATION. REFER TO ANY SEPARATELY
60 ft +39.4 +37.6 +36.6 +35. ` +39.4 +37.6 +36.6 1 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS T CCORDANCE WITH GOVERNING CODES.
I 11. ADHERE TO ALL LOCAL IMPACT S.
12. NO CERTIFICATION IS OFFERED H057 STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVID ER ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4), EXTERIOR HT EXPLAINED LEAE HORIZONTAL C01"1102 M O o M__„O
DIMENSION m�G)m 0n A(il--m GI
a= 10°6 OF LEAST HORIZONTAL DIMENSION OR 40%OF ROOF 41F
EAK ROOF z 2IO Z C 3- m A Z Z
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THANHEIGHT 5 5 m g p 3-4=X-_q�+m m X O 0
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT Ap m D y y n c z Z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPMEAN 5 4 i o z p p z or",-, m 3
REQUIRED. MEANVE HE GHT �2-OZA to m3 D tjmO" t D D
a a ROOFOF nD 2p�OD2�. T Of1 f t HEIGHTHT O O G2G)r-w.OaS r) m
O z X22, �1455m m O 90
5 Q5 ��Zo;,0 zTo�� cz z (n PLAN VIEW ® GDz m►"'+CIn $ rn 171COMPLEX T �rn ITT-i z Ln -n zr
ELEVATION SOMETRIC CORNERS 5 5 �°°s� fn m0 y o o
[A o REMARKS DRWN CHKD DATE WHO #"
C) P WIT ISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING ���H O o o�
2017 EXPRESS® o N
m REV•ADJUSTED HEIGHTS GSS TSB 04109/12 <r a
m REV 2014 FBC DGM TSB 06/10/15 o
(� = ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z *[c)
wUPDATES,2017 FBC FLB FLB 12/17 160 SW 12th AVENUE, SUITE 106 aZDESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 n
MASTER PLAN SHEET P:(954 354 0660 F:(954)354-0443 '" W
I THIS DOCUMENT IS THE PROPERTY OF ENGINEERNG EXPRESS, ) OO
4 �^ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 i CERT OF AUTH ATIM -, �
o ~O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / 1 0 E:HELLO@ENGINEERINGEXPRESS.COM IMA o ;n 5 �► p
ADDITIONS,OR OTHER IIT� ® PERMITTED AND INVALIDDAEOURGRTIFICATION. '��ENOT ENGINEERINGEXPRESS.COM "` 00 m
2/12/2018 Florida Building Code Online
17i• ♦ ProfessionalRegulations
—.
ratliariui
BCIS Home i Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
dbor
Product Approval
USER:Public User
„_ ykCW
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail RECEIVED
FL* FL12856-R6
e � Application Type Revision FEB 13 2018
Code Version 2017
Application Status Approved ST. LUCie County, Permitting
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderd L 39
(954)493-
(954)tomj4c-al .
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954) 970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Frank I. Bennardo
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
,' Validation Checklist- Hardcopy Received
Certificate of Independence FL12856 R6 COI Indepl.2.3.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvEmlfWvK4bEBhusG5°/p2bcgdcJAT4l UvLC7Ac3wE2vTs9LQ°/p3d%3d 1/3
2/12/2018 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R6 Equiv Equivl.Ddf
FL12856 R6 Equiv Equiv2.pdf
FL12856 R6 Eauiv Equiv3.12df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL# Model, Number or Name Description
12856.1 0.050"Aluminum Storm Panel ;0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwgl.odf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Shutter meets requirements for"Wind Zone 4"and FL12856 R6 AE Evall.Ddf
Missile Level"D"as defined in ASTM E1996. See installation Created by Independent Third Party: Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
.12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels, 28ga (0.018"")Steel, 0.022"
Alum (Pert and Non-Pert),Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwg2.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +54/-54 Evaluation Reports
I Other:This product is not valid for use within the HVHZ. See FL12856 R6 AE Eval2.Ddf
Evaluation Report and engineering drawing for additional Created by Independent Third Party: Yes
limitations and conditions of use.
-- —--- - --- _. -- ---..............._.. - ........_. .......... ...._......_.._............................
_..._
12856.3 24ga Steel Storm Panel 24ga (0.0232")Steel Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwa3.Ddf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +100/-100 Evaluation Reports
Other:This product is not valid for use within the HVHZ or FL12856 R6 AE Eval3.Ddf
Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party: Yes
for additional limitations and conditions of use.
Back Next
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:
MW do ® E..
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 fWvK4bEBhusG5g/o2bcgdcJAT4l UvLC7Ac3wE2vTs9LQ`/`3d`/o3d 2/3
"SAFETY EDGE" & POLYCARB STORM PANELS ' �N14MOO V.E.
28ga (0.018") STEEL & 0.100" POLYCARB 7
GENERAL NOTES No Lo 0
2. 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A
PERFORATIONS 0.018'GALV STEEL
2• 2' MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITTi p N
0.018'GALV STEEL T ,( (OPTIONAL) REQUIREMENTS OF THE FLORIDA BUILDING CODE SDCTH EDIT1
0.378• / \ 0 378• / PERFORATIONS (2017),THE INTERNATIONAL BUILDING CODE(IBC)AND THE T••.. Tit 1L
SAFETY EDGE ry ,ta (OPTIONAL) INTERNATIONAL BUILDING CODE(IRC)CURRENT EDITION,
♦� s ay • 125' (1/M"TVP) s
1 1' M SAFETY EDGE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM i a
•� ry• I ���•1.25"t ry• �� '��t1.25't (1/4•TYP) STANDARDS E330,E1886,QE19965EE PRODUCT EVALUATION REt�OR7F 1T
0.378" V FOR ADDITIONAL INFORMATION. errnn >QV
4.844• 4.844" + 1 4.844' 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN U a
12'COVERAGE 1 }- 6'COVERAGE 0.378" THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Z X L O W
13.5'TOTAL WIDTH 7.531"TOTAL WIDTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. W Wn
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR '�W"o=
1a STEEL STORM PANEL PROFILE lb STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALL BEDETT3RMINEDPER 5t3'ARA,E 3 HE
ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. N K s�+
SECTION 4'-1'-0' SECTION PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH p w
EMW
ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SIXTH O
EDITION(2017)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR
'-
2-j 0.100"POLY- 2' 1 �2"-� NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
F CARBONATE1 _ 0.100"POLY- ANY ASSEMBLY AS SHOWN.
A 1.216• N '\ (*0.010-) -\ 1.216' 0.75" T CARBONATE
G4) THIS LAZING REQUIRED FOR ALL WIND REQUIRED IN M HAS BEEN DESIGNED WITH NACCORDANCE WITH
O SEPARATION OM - H
ti s 1.5" CRITERIA CRITERIA IS ASTM NDEPENDENTLIT IS Y ADOPTEDTABLE BY BY OPTIONALE UNLESS
THE AUTHORITY HAVING y E 0.75" JURISDICTION. W
I I II 5) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
5.000' }- 5.000' 1.25 �T�S.000'--}� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. f
12.5'COVERAGE 6.25"COVERAGE 6) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT N �9
15'TOTAL WIDTH 8.413'TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS =:)gp.e8j
�1 POLYCARB STORM PANEL PROFILE �,1 POLYCARB HALF-PANEL PROFILE
DEVIATE a THE CONDITIONS ARCHITECT sH°A1"LP�`REPiL SITE SPECIFIC =m �y
'L1' 4'-1'-0' SECTION 1Y 4'-1'-0' SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT, c 6
h 0.875 7)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SFFO f
0.085"MIN SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS c
_ 1/4-20 x 3/4'S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. p
03/16" SPACED AT: 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH > >
05/16. 3
D D 12"O.C.UP TO 45 PSF 0.018-(MIN)GALV STEEL PANELS SUCH THAT D TWO a
WIDTH UNLIMITED / �� -6'O.C.UP TO 54 PSF r POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER. !di�
TOP MOUNT MOUNTING i D A ' 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN 7/e'0 WASHERED
(CONN AS REQ'D) SECTIONS - t D D /2'; WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7 IS z
m ... .. ........................._............ ..._..... ~ D /7 USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED. O
L O.D80'TYP
u t, � 05/8" 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED
-- ------------- II THICKNESS t-0.018'CONFORMING TO ASTM A653,STRUCTURAL- -.LL_� '--f QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
�2.0�
KEYHOLE FY-44.S8 KSI.
OPTIONAL ., STUDDED ANGLE WASHER SH')„LL�Fo e;YTR�PAREHT PROTECTION SYSTEMS,STORM
PANELS
WITH
1S5-COVER GE
a J SAN 2 PERFORATIONS 6•-r-0" 3 6'_1-0 THOSE WITH 6.25'COVERAGE SHALL BE MANUFACTURED BY TOWN 8
VIEWS 1 3'=1'-0" ELEVr �rr1 MANUFACTURED
INDUSTRIES,Im.ALL POLYCARB PANELS SHALL BE a
G EXTRUDED WITH THICKNESS t-0.100'(*0.010")AND SHALL BE Ri yE
FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
O I /_ N Aft_p
RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH FV-8.908 KSI,URAL STRENGTH Fby=12.90 KSI,8 FLEXURAL MODULUS IS 328.7 B0
3/8" \ ( rw,swx-� 1} r nn,, 12) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS 4 E
° N 8 ALUMINUM STEEL ]
-PAN NOTED
PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF A
w CLOSURE 55 CLOSURE
ONE LABEL PER
B COUNTRYDINDUUSTRIES g
96 D44'-1'-0• 4'=1-0" FT. N&COUALE,FL
ASTM E1886,E1996 B E330 MISSILE LEVEL D 07YTW FWM L PE
~ I °.w• o.w• FLORIDA PRODUCT APPROVAL NUMBER
.... ....... .... e......... ...�......',....... \ / 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
- MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS.
BOTTOM MOUNT _�_�,��/ REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, PAM oticrarTwN,
(CONN AS REQ'D) 7AN�C oar EIAMAC3 o.os FL)TEST REPORTS 104-004,!04-005,Q*04-006.
�1 TYPICAL ELEVATION 3 KEYHOLE PUNCH Auer °w ""° IS)TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED
or
WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE. a
SS 1 N.T.S. 1 6"-1'-0• ELEV 6 WING NUT WASHERED WING NUT 16)ALL BOLTS S WASHERS SHALL BE ZINC COATED STEEL, �ILJII
NTS N15 GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
IfBaD STRENGTH OF 33 KSI.
FRANK L NENNARDO,P.E.
````��LIK1 PE9D165K
LICENg
EXISTING HOST
No PEOO46549
STRUCTURE EXISTING HOST
ANCHOR PER
ANCHOR SCHED SIRUCTIIE,TYP -_"O: * �•+ O N
(DIRECT MOUNT) 1 ,L), BEND PANEL AROUND
�/4' "R y CORNER&STITCH TO W n s
2"TO S" MAX G C O•'. STATE OF m
(�y ADJACENT PANEL .(� F
EMBED 4 S
WITH BOLTS //sS• IEAZ �a
c
&WASHERED ////COWINGNUTS AT 24" NAuiQ
N
WD
OVERLAP MAX GLE O.C.(TVP) ('�
ui 7
FASTEN PANELS TO EXISTING HOST t KO z
FANCHORS AT 17"O.C.(USE ANY HOST STRUCTURE OR VAR STRUCTURE WW go W
ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE 8'"AJj-• z
tai (TOP&BOTTOM)AT
n MINIMUM 2 TRAP_ MOUNT CLOSURE CORRUGATION VALLEY Kn W d z w
EXISTING SEPARATION 3' 1'-0 --__-- - PLAN CLOSEST TO CORNER OW W
GLAZING PER n Z (EACH SIDE) b O
SCHEDULE �S
F
iv 4CORNER CLOSURE
1 1/4-20 x 3/4"S.S 2 N.T.S. PIAN VIEW - --
STUDS SPACED AT:
-12'O.C.UP TO 45 PSF 1
-6'O.C.UP TO 54 PSF 1 f4' rn Y
WO
MAX u+'
�Fa
EMBED �1��••��•���,, 1II-T ��*
5 —71/4'MAX
ANCHOR PER ANCHOR `(�/JQJ__) -EXISTING M057 Z. d
R SCHEDULE(STUD STRUCTURE
ANGLE ATTACHMENT) E
i MOUNTING SECTION 3 WALL MOUNT CLOSURE
E
PLAN VIEW aS
d
6 � �
- GLASS SEPARATION 1 �7/`
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES:
° 289N(0.018")GALV STEEL PANELS SCHEDULE 1. GLASS SEPARATION SCHEDULE °!e
MAX LOAD: 354.0 Psf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5 a d a a
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR
MIN SPANS: 26' (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT
16" (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17"O.C. d I d t
MRN GALV STEEL PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR i!
0.100'CLEAR POLVCARB FULL-/HALF-PANELS . MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED) ire
MAX LOAD: *54.0 pst
AT OR BELOW 30'ABOVE GRADE: 5.375' SCHEDULE IS REQUIRED FOR USE WITH
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) EXISTING HOST
MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY.
MIN SPANS: 24' (DIRECT MOUNT TOP 8 BOTTOM) STRUCTURE w
15' (ALL OTHER CONDITIONS) GREATER THAN 30'ABOVE GRADE:5.375" 3. SEPARATION FROM GLASS IS
REQUIRED ONLY WHEN INSTALLED
WITHIN ESSENTIAL FACILITIES.
0.100'CLEAR POLYCARB FULL-/HALF-PANELSMIN.GLASS BUILD-OUT [XYR�lf RiAM(L lBWADO PE
• AT OR ELOWE30'MOVEGRADPARATION FOR E: 7.350IONS 5 MOUNT CLOSURE 15-2337
MIN.GLASS SEPARATION FOR INSTALLATIONS moi'
G GREATER THAN 30'ABOVE GRADE:5.375' 3'2 1'-0' PLAN VIEW $CARR, ,,
ANCHOR SCHEDULE STUD ANGLE ATTACHMENT .X4`549"ARUD'PE
Spam Spam Spam $p.m ANCHOR SCHEDULE (DIRECT MOUNT) `������"B' // _
yr; ANCHOR
LOAD Up To Up To Up To Up To . r.-
_ (M S'-0^ 6'!" ^ 9'-Y LOAD Up To Up o Spam, Spm 4 3,1GENSF 8
Up To
1/4•ITW S.S.TAPCON wi 33 16.1 16.0" 16.1 16.1 ANLTKIA (Pof) 5'-0" 6'-r T-6" 9'•Y
To
1-7/4"EMBED,1-1/4'EDGE 16.0" 36.0" 16.01' 16.1 33 12.0" 12.1 12.1 12.0" ` 4• NO PE0046549
DIST.(3192ps1 MIN CONC) 1/4"PANELMATE(PLUS OR - _
{7 16.1 16.1 36.1 16.1 FEMALE)x 1-3/4•EMBED -_
38 12.1 12.1 12.1 12.0"
3• 16.1 16.1 16.1 16.1 (3350psi MI-N IS 12.1 12.1 12.1 12.0-
6.01
2.1 ro•' * _ O F
EMBELCO LATRACON 1-1/r 33 16.1 16.1 U.0" 16.1
EMBED,1'MIN.EDC>E DST. 16.1 16.1 16.1 16.1 yI � 54 6.1 6.0" 6.01' 6.01' !p0 STATE OF W Y
0546.MW CONQ U o
47 16.1 16.1 16.1 16.1 WrIH 1/r RW10E SSC' 33 12.1 12.0" 12.1 12.0" '�COR10p'.• \ RFEf,1 U7LL h$
u 54 16.1 16.1 16.1 16.1 (3295pol19NC S'O.....• W ;,.-Xu= m n
30 12.1 12.1 12.1 12.0" / s w�
Ur ALL POINTS SOLID-SET 33 16.0" 16.1 16.01' 16.1 45 12.1 12.1 12.1 12.1 ///l(NAI"1,1`` Z W u--
ANCHOR z 7/8^EMBED 6 3e 16.1 16.0" 36.01' 16.1 ANCHOR NOTES: c>,- st 6B" 6r 6r 6r R �>Q
1-1/4'MIM EDGE DIST Q
(3000mi MIN WNC) 47 16.1 16.0• 16.01' 16.1 1) "ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE 1/4•ALL POINTS SOLID-SET 33 12.1 12.1 LZ.0" 12.0" Z k S m 2
54 16.1 16.1 1S.r ISA" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. ANCHOR x Ire.EMBED 6 30 121 12.1 12.1 12.0" N O
1-1/4•MIN EDGE DIST W lL ff.4_j�w u
1/4'MILLENIUM MILlFAST 33 16.1 16.1 16.1 16.1 2) ENSURE MINIMUM 2'EDGE DISTANCE FOR ANCHORS (300ops�MIN CONC) 45 12.1 12.1 12.0• 12.1 O W z
W/1-3/4'ENBED,1•MIN. TO CONCRETE B TO HOLLOW BLOCK,U.N.O. EDGE �
EDGE DIST.(]275 pu MIN 36 16.0" 16.1 16.1 16.1 pq �+U•--
N"l6a11 5< 6.1 60"
COMIC) s7 16.1 16.1 16.1 161 DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS TO N W
16.1 16.1 16.1 16.1 WOOD. W w
3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN Sparo Spam Spom Spam ..O
Spam Spam Spam Spw ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE yr;�c LOAD Up To UP To Up To Up To
up io uv To up To Up To LOAD DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER i�G ANCHOR (� S-1 6'-6" T-6" 9'-2•
ANCHOR, 5'-0" 6'-8" ]'•b" WALL FINISHES. 1/4•PANELMATE(PLUS OR 33
12.1 121 12.0• 12.1
I/1•ITW S.S.TAPCON W/ 33 14.5" 11.9^ 10.6^ 7.9" 4) ANCHORS SHALL BE INSTALLED 1N ACCORDANCE FEMALE)x 1-3/4"EMBED Iq
1-1/4"EMBED,4"M.EDGE (3350p41 MIN CONC) 38 12.1 12.1 12.0" 12.1 m
DIST 3e 12.6" 10.3'• 9.2" 6.9" WITH MANUFACTURERS'RECOMMENDATIONS. E+
® 45 12.r 12-0" 12.0" 12.1
S4 l.r 6.4^ 7.4" S.r S) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 54 6.1 6.1 6.1 6.1
� St B.r 7.r 65" 4.r BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL W
BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM. I/4.ITW'SAHMYS SSC'
33 12.1 12.1 1x.1 12.1 n
1/4'ELCO ULTRACON W/ 33 16.1 11.01' 13.1" 11.1" WITH 1-1/r EMBED IY 3
1-1/4'EMBED,r Nd.EDGE 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, 38 12,0" 12.1 12.1 12.1
3B 16.1 13.s• 1:.r 9.6" i m 0•' [
840 DIST. EXISTING CONDTRONS MAY VARY. FIELD VERIFY THAT 45 12.1 12.0" 12.1 t2.0" F "7
47 143• 11.7- 3oA" 7.r FASTENERS ARE INTO ADEQUATE WOOD FRAMING 'A pi
54 12.4" 10.r 9.1" 6.r MEMBERS,NOT PLYWOOD. 54 6.1 6.1 6.1 6.1 $n
ALL POINTS SOLID-SET 33 16.1 16.1 16.1 16.01' 7) WHERE ANCHORS FASTEN TO NARROW FACE OF 1/4'ALL POINfS SOLID-SET 33 12.r 111 12.0" 12.1 09 C n
AMCNOR z 7/r EMBED,Y ANCHOR z 7/8'EMBED,3' II!
4 MIN.EDGE OISf. 30 16.01' 16.1 16.1 16.1 STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER MIN.EDGE DIST. 30 12.1 12.1 12.1 12.r 2 .
R q� 47 16.1 16.0' 16.1 15.9" OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE aq�1�67 43 12.1 12.1 12.0- 12.1
54 16.1 15.1" 14.T 13.r DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD M'1pi1 S4 6.0" 6.0" 6.01' 6.0-
1/4-
.0" p
FRAMING). WOOD STUD SHALL BE-SOUTHERN PINE-
_!!:L
1/4'MILLENIIM MILLFAST 39 16.1 1{.9" 14A• 13.r G=0.42 OR GREATER DENSITY,UNLESS OTHERWISE
' W/1-1/r EMBED,1^MIN. 38 16.1 wr 13.3" 11.6" Spam Span Spao Sparo ' E
EDGE DISE. NOTED. LOAD Up To Lip To Up To Up To 4Q
a 16.1 11r S2.r 9A" 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS ' ANCHOR (pif) s'-0" 6•-r 7'-6" W-2• x
SI 14.9" 12.2" 10.9" B.r CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM 1/4•[TW S.S.7APCON OR 33 12.0•• 12.01' 12.01' 12.1
ALLOWABLE ANCHOR SPACING. MAXIMUM N SCHEDULE
ELCO ULTRACON OR 611 12.r o
Spero Spero Spam Sptm SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 38 12.0" 32.1 12.1
LOAD Up To Up To Up To Up To WOOD SCREW OR SMS: IS 12.1 12.1 12.0"
SHALL APPLY. z_�-
ANCHOR (DaO S-01' 6'�" T3^ 9'-2" 2'EMBED �-s 111
9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" z€ D� 54 6.0" 6.0" 6.1 6.01'
1/4'ITW S.S.TAPCON OR 33 16.1 IS.T 15.5" 15.Y N
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY
o. WOO S R EW OR 934 16.1 II.r 11.3" 13.r 1/4"UG SCREW O0. 33 12.01' 12.0" 110" 11r
HAVE EITHER A PAN HEAD,TRUSS MEAD,OR WAFER 38 12.0" 1101, 1101• 110"
WOOD SCREW OR SMS x i V' "ANGER BOLT z D!EMBED
2.EMBED Q 16.1 LI.r 12A^ 1o.r HEAD('SIDEWALK BOLT')U.N.O. L9� ���
E C ___ 54 16.0" 13.3" 12.1 9.3" pQ �® 45 32.01' 12.1 12.0" 12.1
1/4'LAG SCREW OR 73 16.0" 15.6" 15.7'' 15.5" 8' TE 54 6.0" 6.01'
N MANGER BOLT Y 2•TM =N 1 El[O PAMFWATE
a r 10 16.1 15.1 U.r 13A• 33 12.0" 12.1 12.1
V EMBED (FEMALE,NATE,DR RLS)w/
N 16.1 13.r 12.r 1o.9" 1-7/B•MIN EMBEp 3B 12.0" 12.1 12.1 12.1 a d d a
oO' 54 16.0" 13.W' 1x.1" 9.5" 45 22.01' 1Z.r 32.1 12.01'
1 4 E LMA 33 16.0" 1S.r 35.5" 15.2" * ®�
5• 6.0" 6.0" 6.0" 6.0" dgd
(FEMALE,NAME.OR PWS)W/ g
1-7/B'MDI EMBED W_ 16.1 1{.r 11.3" 13.Y
17 M.1 13.r 12.r IO.T r
n * Sporn Spero Spam Span $poo
.^, 54 16.1 13.Y 12.1 9.3" ANCHOR LOAD Up0" Up To Up6" Up4- Up To
(Del) 51-011 6,�„ p-6., 8'-4" 9,-2. �
.Fr�o$F33 LOAD Spam Spam Spurt $para SPao 1/4'ITW S.S.TAPCON OR 33 12.0' 12.0" 12.1 12.0" 12.0" ,
I C ANCHOR Ip C" 6'$" Up TO Up Ta Up To
ZZ YI (�I) s-0" 6'-6" Tom" e•-4• 9•-2" ELCO SCREW
OR x14 30 12A" 12.0• _12.1 12.0 12.1 E'
' WOOD SCREW OR SMS
x �¢
1/4' UL S.S.TADCON OR >3 16.1 SI.W' 14.6" 13.9" 13.1" z Z'EMBED -s 45 12.1 12.1 12.0" 12.0" 12.1 Z
ELCO ULTRACON OR 414 38 16.0• 14,0" 13.3" 12.4• 110• q � 54 6.0" 6.1 6.0" 6.0" 6.1
WOOD SCREW OR SMS x 7 160" 13.0" 12.0" 11.1^ 10.4'
z 2'EMBED _ o{E l/4•LAG SCREW OR 33 12.0" 12.1 12.0• 12.01 12.r CDI/6DR RMM(L N3NAIO0►E
i w.mux� S4 15.1" 12.5" 11.3" 10.6" 9.3" 1t7 HANGER BOLT x 2•EMBED 36 12,01• 12.0" 32.0" 12.0" 12.1 15-2337
c S 1/4•UG SCREW OR 33 16.0" 15.r IS.r 15.4" 15.3" 43 12.1 12.r 12.r 12.0" 12.r SCALM
t3 HANGER BOLT z Y EMBED 54 6.r 6A" 6.0" 6.0" 6.r PAW�KWII
tPT W.20 >e 16.1 14.9" 14.1" 13.8•• 13.3^ O
47 16.0" 13.r lir 11A" lo.r O (F MALE,PALE.OR PULS)W/
m {"ELCO PANELMATE
33 12.0" 12.r 32.r 12.0" 12.r
8 � 51 16.r 13J" 12.01' IO.T' 9A" 1-7/r MIN EMBED 3B 12.11 12.r 12.0" 12.0" 12.0"
4 ELCo PANFIMATF 33 16.0" 15.T lS.r iS.r IS.Y ® yy,y 12.r 12.0" 12.0" 12.0" ,or�
(FENALE,NAIF,OR RLS)W/ - 45 _
1.7/8'MIN EMBED 38 16.0" !4.r 16r 1].r 13.r 54 6.0" 6.r 6.01' 6.0" 6.0"
® 47 16.0" 13.1- 12.r SI.r 10.T
QDl 54 16.01 133" u.0" lox 9.3"