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FL# FL12856-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Emall 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 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
;-�7 Validation Checklist-Hardcopy Received
Certificate of Independence FL12856 RS COI Indeo 2 odf
111-12856 RS CO! Indeo 3 odf -
FL12856 R5 COI Indeo 4 odf
FL12856 R5 COI Index odf
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4b... 7/27/2015
rlunua,nullulug>_uue vnnne rage L of j
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R5 Eauiv Equiv 2.1)df
FL12856 R5 Equiv Equiv 3.odf
FL12856 R5 Eauiv Equiv 4.Ddf
FL12856 R5 Eauiv Eguiv.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/22/2015
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 R5 II Dwa.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:N/A Evaluation Reports
Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval.odf
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-fl uctions.
A
56.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"
V Alum(Pert and Non-Perf),Clear Polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856 R5 II Dwa 2.odf
Approved for use outside HVHZ:Yes Verified By:Frank L Bennardo,P.E.PED046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+54/-54 Evaluation Reports
Other:This product is not vali a within the HVHZ. FL12856 RS AE Eval 2.odf
See Evaluation engineering drawing for Created by Independent Third Party:Yes
Imitations 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 RS II Dwa 3.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:+100/-100 Evaluation Reports
Other:This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3.13df
Wind Zone 4.See Evaluation Report and engineering Created by Independent Third Party:Yes
drawing for additional limitations and conditions of use.
12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12856 R5 II Dwa 4.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:N/A Evaluation Reports
Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval 4.edf
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.
-_-_ Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The state or Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::PrWacy 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
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDovEmlfWvK4b... 7/27/2015
"SAFETY EDGE" & POLYCARB STORM [PANELS yIIMDO.P.E.
\\\1 to �'YPpppp
\ t �p••p
28ga (0.018") STEEL& 0.100" POLYCARBN
GENERAL NOTES; �p
1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A L6G*; E9
RATIONS TY :
f--2"-----I {--2'— I-2"—"I 0,018"GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH T;IE.O t, (FN
GALV STEEL (
(O AL) ,( REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC),THE •11•, 4
\ PERFORATIONS INTERNATIONAL BUILDING CODE(IBC)AND THE INTERNATIONAL��
0' �', SAFETY EDGE 0,370" iv d (OPTIONAL) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE THE�� ���
r1• a r P As 11.125" /4°TeP) 1-1 a r SAFELY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330,E1886,&'pip° 0
• 'V�'�''I^^I �• •1'25'1 0 78" .,G-ry.—.IL �\ 11'25"1 (1/4"TYP) E1996 SEE PRODUCT EVALUATION REPORT FOR ADDITIONAL oil {f
4,844" � __ M1844� INFORMATION.
4.844• a
ssrl " I 2) LGN O 00 INCREASE 1N ALLOWABLE STRESS HAS BEEN USED]N a t9
12"COVERAGE }- 6"COVERAGE--{ 0,378' THE DESIGN FTNIS PRODUCT.WIND LOAD DURATION FACTOR
1"TOTAL WIDTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.
13.5"TOTAL WIDTH 7.53L�1 ~ "
3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR
n STEEL STORM PANEL PROFILE STEEL HALF-PANEL PROFILE USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE
a 4'=P-O" SECTIO 1 b M1"=1'=0° 'SECTION ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. c
„ PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITHlog
ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH O
EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR a
2•-12 NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR N
BONATE •� 0.100"POLY- ANY ASSEMBLY AS SHOWN. ri
(*0.010") CARBONATE 4) THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM oR
1.216" 1.216" (}0.010") GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH 'd,,.(•
b h 9v d d 0.75' "+ ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
1•-I ry' `+ 1.5"J ry• `P+ t-1• 1" ti V; 1,5" CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING ,
0,75" JURISDICTION. W'
4---5.000°---4Y ,({-----5.000"— I �I 5) DESIGN SURES TVI NOTED A 1.5 S ARE BASED ON MAXIMUM g
12.5"COVERAGE 1•ss.. I I�'�'5.000"--� TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. F I!
F"—"-6.25"COVERAGE 6) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT N
15"TOTAL WIDTH 8,413"TOTAL WIDTH PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS P e° ,
DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ¢,
POLYCARB STORM PANEL PROFILEPOLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC E
4"=1'-0" SECTION Id 4"=1'-0" SECTION DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT.
0.875" 7) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
-- 0.085"MIN SUPERIMPOSED LOADS IS OUTSIDE TME SCOPE OF THIS
1/4.20 x 3/4"S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. v
SPACED AT: 09/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH c g
j -12"D.C.UP TO 45 PSF 0.018°(MIN)GAZV STEEL PANELS SUCH THAT NO TWO
-�-�•
WIDTH UNLIMITED �, D 11 g -6"D.C.UP TO 54 PSF To IPOLYCARBONATE,PANETS ARE ADJACENT TO EACH OTHER.
TOP MOUNT MOUNTING i m " ,., .� 9) N .3 KEYHOLE WASHER REQUIRED ONLY WHEN W 0 WASHERED
(CONN AS REQ'D) SECTIOND S ��''� 1 WING NUT No.6 IS USED.WHEN LARGE WASHERED WING NUT No.7 I
1 D D I 0.080"TYP USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED.
.L O5/B" 10) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED 666''T
D i I I THICKNESS t-0.018"CONFORMING TO ASTM A653,STRUCTURAL
(— —1 QUALITY GRADE 40,WITH G60 GALVANIZED COATING AND MIN
--------------,,,- z,aao" KEYHOLE FY-44.50 K57.
g OPTIONAL ST_UDDEDANGLE WASHER, SHALL 13E MFDBYTRANSARENTPROTECTIONSYSTEMS,EAR POLYCARBONATE STORM PANELS WITH InCOAND 0 X51
PLAN z PERFORATIONS 2 6"-1'•0" 3 6"=1'-0" THOSE WITH 6.2S"COVERAGE SHALL BE MANUFACTURED BY TOWN& ��
& m 9.
r. S VIEWS ], 3"0 1'-0" ELEV )--r-1 COUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE 9
$ �, , T- EXTRUDED WITH THICKNESS t-0.100"(*0.010")AND SHALL BE d
I MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER
Z -- , 00170, RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.908 KSI, I
£ z I TMp FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 d -
io.us•rn KSI.
3/8' \� �--r nus,5•MAX i �--r Hol,V iuz--� 12)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS � �y'
S.3/8
ALUMINUM STEEL]-PAN NOTE.11PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF
CLOSURE CLOSURE ONE LABEL PER PANEL ASFOLLOWS: � �
4 5 -- TOWN&COUNTRY INDUSTRIES
+ 4"=1'-0"` O 4'=1'-0• FT.LAUDERDALE,FL ��all.s El-
ASTM E1806,E1996&E330 MISSILE LEVEL D CGrypp�RRyWIL¢RLLVmDPE
+II-- \ �°.a�• �o.ar ) FLORIDA PRODUCT'APPROVAL NUMBER
14 STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337
1-BOTTOMNT -------------- MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. ocaLo,
(CON REQ'D) \�-•�� / °�� s� REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI, EBgD DDs MELON,
mhwc o,Os ♦ UMAc3 o.os FL)TEST REPORTS 004.004,604.005,&004.006,
o.ss• AuoY 0,2r SS)TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS
TYP AL ELEVATION 3 KEYHOLE PUNCH FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED w
WASHERED WIDE BASE HORIZONTALLY WHERE APPLICABLE.
EIEV WING NUT � WASHERED WING NUT 16) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,
NTS NTS — GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI.
tie iIP4V84V34���RO�P.G
RMINIMUM
ANCHOR PER EXISTING HOST �i lei
STRUCTURE SYP
ANCHORSCHEDMOUNT ' 1 BEND PANELAROUND
(DIRECT MOUNT) 1 4' `� CORNER&STITCH TO
2"70 5' i4lAX t qG �"'y ADJACENT PANEL
,r,�•�•t .f �iq0 WITH 1/4.20 BOLTS
&WASHERED
! WINGNUTS AT 24" y(� J2T4 '�. O.C.{LYP) >q' OVERLAP FASTEN PANELS 70 h GLE EXISTING HOSTANCHORS AT 17'O.C.(USE ANY HOST STRUCTUREORSTRUGCIIREANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE
(FOP&BOTTOM)AT2 TRAP MOUNT CLOSURE CORRUGATION VALLEY
—.
CLOSEST TO CORNER'
EXISTINGSEPTION,,,�. ..PER 3"n 1'•O" PLAN VIEW (EACH SIDE) w A i a
GLAZING SCHEDULE
4 CORNER CLOSURE
1 1/4.20 x 3/4"S.S 2 N.T.S. PLAN VIEW
••r. y STUDS SPACED AT: E
m 12'D.C.UP TO 45 PSF 1
L -6"O.C.UP TO 54 PSI: 1/4"MAX
W'
u �ito 1//4"
EMBEDw. .� nn.T y�:.d:•.•+`n' rb' a I+L
�. ft/4'MAX z a
ANCHOR PER ANCHOR EXISTING HOST ''
SCHEDULE(STUD STRUCTURE l
A ANGLE ATTACHMENT) b !=
1 MOUNTING SECTION 3 WALL MOUNT CLOSURE )))
" V-0* 2 3' V-0' PLAN VIEW 9�
G' 1:•-X4.:_1
--�— - GLASS SEPARATION 1 '4��!c
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: o '
n 28na(0.018"1 GALV STEEL PANELS. SCHEDULE 1. GLASS SEPARATION SCHEDULE 4 5
MAX LOAD: *54.0 PSI (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION
MAX SPAN: 9'-2"(ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR s
MIN SPANS: 26" (DIRECT MOUNT TOP&BOTTOM) FACE OF GLAZING(OR OTHER PRODUCT E
16" (ALL OTHER CONDITIONS} BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17'O.C.
" LYCA28g_a{_0018'}GALV--TEEL PANELS OF INSTALLED STORM PANEL.
0.100CLEAR PORB FULL-!HALF-PLS (USE ANY ANCHOR
-€ +- MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED)
MAX LOAD: 154.0 pst AT OR BELOW 30'ABOVE GRADE: 5.375" SCHEDULE IS REQUIRED FOR USE WITH
MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) • MIN.GLASS SEPARATION FOR INSTALLATIONS POSITIVE LOADS ONLY. EXISTING HOST 'i','i w '"°'
MIN SPANS: 24• (DIRECT MOUNT TOP&BOTTOM) GREATER THAN 30'ABOVE GRADE:5.375" 3. SEPARATION FROM GLASS IS STRUCTURE "
15" (ALL OTHER CONDITIONS) REQUIRED ONLY WHEN INSTALLED
WITHIN ESSENTIAL FACLi.titES. 1� T n 'T
0.100"CLEAR POLYCARB FULL-lHA1=NELS BUILD-OUT
i' aOPYANttOukitf&GYI�Du►.E
+ MIN.GLASS SEPARATION FOR INSTALLATIONS
AT OR BELOW 30'ABOVE GRADE; 7.350" 5 MOUNT CLOSURE 15-2337
• MIN.GLASS SEPARATION FOR INSTALLATIONS SCALM
GREATER THAN 30'ABOVE GRADE:5.375" Z 3'-V-0" PIAN VIEW EAoe ocac:uBporn
ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) CHOR SCHEDULEPRAT OEN�dF1gJNAROO,P.E.
-P4 T pLa1 °° °•
Spans Spans Span; Spons
F� LOAD Up To Up To Up To Up To a "•T+'I°F1�:.
ANCHOn (PSO 51•0" 6'-8" 7'4" 9'-2" LOAD Spans Spans Spans Spans
�, Up To Up To UP To Up TO
1/4"ITW S.S.TAPCON W/ 33 _16,0" 14.D" _14.0"_ SG.O_ _ ANCH (PSI) S'-0" 6'•8" 7'•B' 9'-2"
1.3/4"EMBED,1-1/4'EDGE 38 1G.0" 16,0"� 36,0" 1G,0" 1/4°PANELMATE(PWS OR 12.0" l4Y �!1(t '
DIST.(3I72ps1 MIN CONC)
47 16.0" 16.0" 16.0" 16.0" FEMALE)x 1-3/4'EMBED N
_ 54 16.0" _16A" _16.0" 260 (3350ps1 MIN CONC) 38 12__0" 12.0" 12.0" 12.0"
45 1200"
1/4"EIAD ULTRACON 1-3/4' 33 16.0" 36.0" 16.0" 16.0"
EMBED,1'MIN,EDGE DIST. -- 54 6.0" 6.0" 6.0" 6.0°
38 36.0" I6.0" 16_0" 16.0"
(2046ps1 FUN CONC) 1/4'ITW°SAMMYS SSC' 33 12.0" 12.0" 12.0" 12.0,-
EMBED
2.0"
47 16.0" 16,0" 16.0" 16.0" WITH 3-3/A°EMBED
_ _ ANCHOR NOTES. z (3295pSI MIN CONC) 30 12.0" 12.0" 12.0" .12.0
54 16.0" 16_0" 1G.0" 16.0" 3 45 12.0"_y 12.0" 12,0" 12.0" <9' Q
8 1/4"ALL POINTS SOLID•SET 33 36.0" 16,0" 16.0" 16.0" 1) "ELCO PANELMATE"ANCHORS MAY BE ELCO FEMALE Sa
ANCHOR x 7/0'C14000 B 38 16.0" 16.0" 16.0" 16.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. 54 6,0" 6.D" 6.0" 6.0" N p
1.1/4°Mitl EDGE DIST 1/4"ALL POINTS SOLID•SET 33 12.0' 2.. . lY
g (3000ps1 FI1N[DNC) 47 36,0" 16.0" IG.O" 16.0" 2) ENSURE MINIMUM 2°EDGE DISTANCE FOR ANCHORS ANCHOR x 7/8'EMBED&
54 16.0" 16.0" 35.9" 15.9" TO CONCRETE&TO HOLLOW BLOCK,U.N.O. EDGE 3B_ 12V0" 12.0" 12.0" 12.0"_ (A J
DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO f-1/4"MIN EDGE DISI to �,
I/4°MILLENIU41 MILLFAST 33 SG.O'� 16.0" 16__0" 16.0" -(300Dp51•M��IN CONC)
45 .12.0" 12.0" 12.0'__32,p"
YJ/1.3f4'EMBED,1'MIN. W000. q>Q.,. 54 6.0" 6.0" 6.0" 6.0" NCI
EDGE DIST,(3275 X1 MEN 3B 16,0" 16.0" 16.0" _16.0" 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN
CONC) 47 16.0" 16.0° 16.0"_ 16.0" ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
g sa i6,D" 16,0 1G.o" 16.0" DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER �I
Fi WALL FINISHES. G Spans Spans Spans Spas
G Spans Spans Spans Spans 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE rn LOAD Up To U To (LS o
o ANCHOR 71G„ W-2"
o LOAD Up To Up To Up To Up To WITH MANUFACTURERS'RECOMMENDATIONS. _
o ANCHOR (Psl) 5'•0" BIG" 7'•6" 9'•2" 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL 1/4'PANELMATE(PWS OR 33 12.0" 12.0" 12.0" 12.0"
'? a BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL FEMALE)x 1.3/4"EMBED
1/4"ITW S,S.TAPCOtI W/ 33 14.5" 13,9" 10.6" 7.9" 30 12.0" 12,0"
1.1/4"EMBED,4'MIN.EDGE BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM, (3350ps1 MIN CONC) - 11
DIST. 35 12.6" 10.3" 9.2" G.9" 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, 45 12.0"_ 12.0" 12.0"_ 1240"
47 10.2" _0.4" 7.4" 5.6" EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT S4 6.0" 6.0" 6.0" 6,0"
"'"^'� FASTENERS ARE INTO ADEQUATE WOOD FRAMING c
54 0.9" _7.3" 6.5" 4.6" S/4'[TW"SAMMYS SSC' 33 12.0" 12.0" 12.0" 12.0"
l6 - - MEMBERS,NOT PLYWOOD, WITH 1.1/4"EMBED
Eq 1/4°ELCO ULTRACON W/ 33 16.0" ITV 13A" 11,1" 7) WHERE ANCHORS FASTEN TO NARROW FACE OF o m 38 12.0" 12.0"_ 12.0" 12.0" 2 m�
R2 1-1/4°EMBED,1'FEIN.EDGE "38 So.O" 13.5"_ S2.Y'_ 9.G" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER _
4 b. DIST. = 45 32,01' f2.0" 12.0" 12.0" v
47 14.3" 11.7" 10.4"_ 7.8" OF NOMINAL 2x4(MIN)WOOD STUD(LD,3/4'EDGE 54 6.0" 6.0" 1 6.0" 1 6.0" £
DISTANCE 15 ACCEPTABLE FOR ANCHORS TO WOOD
B m H'^'-•°"'" _ 54 iZ.4" 10.2" 9.1" 6.8" 1/4'ALL POINTS SOLID-SET 33 12,0" 12.0" 12.0" 12.01_
3/4°ALL POINTS SOLID-SET 33 6.0" 16.0" 36,0" 1G.0" FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE' ANCHOR x 71ft"EMBED,2'
_ Ga0,42 OR GREATER DENSITY,UNLESS OTHERWISE MIN.EDGE DIST, 30 12.0" 12.0" 12.0" 12.0"
ANCHOR x 7/8"EMBED,2" --
o MIN.EDGE DIST, 38 16.0" 36.0" 16.0" LEA" NOTED. p� 45 12.0" 12.0" 12.0" 12.0"
= 47 1§0 _16.0" 16.0" 15.9 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS H't�57 m
CERTIFIED HEREIN,BUT ONLY PROVIDES MAYJ14UM _ __ 54 6.0" 6.0" 6.0" 6.0"
54 16.0"
15.1"_ 1q.7" 13,9" ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE
1/4'MILLENIUM 14ILLFAST 33 SGA" 14.9" 1aA4" 13.3" SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE
W/1-f/4'EMBED,1"MIN. 36 Sfi.O" 14.2" 13.3" 11.6" SHALL APPLY. G Spans Spans Spans Spans
EDGE DIST. 9 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" �� LOAD UP To Up To Up To Up To
VST. 47 16.D" 13.3" 12.0" 9.4" ) O ANCHOR (p59 S'-0" 6'-8" 7'-6" 9'-2"
ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY x
54 14.9" 12.2" 10.9" 8.!" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1/4"PANELMATE(PLUS OR 33 12,0" 12.0" 12.0" 12.0"
rt Spans Spans Spans Spans HEAD("SIDEWALK BOLT')U.N.O. FEMALE)x 1-1/4"EMBED 38 12.0" 12.6_"_ 12.0° 12,0"
rn LOAD UP To UP To Up To UP To vii t 45 12.0" 12.0" 12.0" 12.0" 'a
= ANCHOR
(PSI) S'•0" 6'•0" 7'-6" 912" c�7 54 6,0" 6.0" 6.0" 6.0" $ I 1/4°ITW S.S.TAPCON OR 33_ 16.0". 15.7" 15,5" 15.2'v Su 10.8 STAINLESS STEEL 33 12.0" 12.0" 12.0" 12,o--
1/4- INV f
934 WOOD SCREW x 2' 38 16,0" 14.9" 14.3'_ 13.2" o HANGER BOLT x 2"EMBED 12.0" 12,0" 12.0"_ "¢d a
m SSS EMBED - 38 12^0" _
47_ 16.0" 13.9" 12.8" 10.7" o a -EMBED 1 45 12.0'_ 12,0" 12.0" 12.0" d
B 5q SG.O" EY' 12.0" 9,3" y e
o 54 6.0" 6.0" 6.0" 6.0"
8 �O 11/4"LAG SCREW x 2" 33 16.0" tS.8"
H o„THREAD EMBED 38 16.0" 15,0" 14,5" 13,4"
}y +EMBEDi 47 16.0" 13.9" 12.9" 10.9"_ ri Spans Spans Spans Spans Spans
_�j I
_ _ LOAD Up To Up To Up To Up To Up To 5a
54 16.0" 13.4" 12.3" 9.5" S ANCHOR (Ps0 5'•0" 6'-0" 7'-6" B'-4" 9'•2" sg asa
LOAD Spans Spare Spans Spans Spans 1/4'PANELMATE(PLUS OR 33 12.0" 12.0" 12.0" 12_0"_ 12:0" R 9
Up To Up To Up To Up To Up To FEMALE)x 1-3/4'EMBED 12.0" 12.0" 12.0" 12.0" oOTOCdOFLWacLdtWN.DOPE
= ANCHOR (PSI) BID" 6'•B" 7'•6" 0'-4" 9'•2" 3B 12.0'-_
N 45 ix.a' 12.0" 12.12.-0" 12.0" 12.0" 15-2337
1/q"RW S.S.TAPCON OR 33 16,0" 16,0" 1G.0"_ 16.0"_ 16.0" a -- --1-7-
11411
ULTRACON x 2'EMBED 30 16.0" _15.9" 15.9" 15.B" 15,8" 54 6.0" 6.0" 6.0" 6.0" _6.0" sC e,
E No q--"'"""" 47 36.0" 14.7"_ 14.1" 13.4"' 32.8" .W..V 1/4'10.8 STAINLESS STEEL 33 12.0" 12.0" 12.0" 12,0" 12.0° PA0E 0s�aIPT10N�
o HANGER BOLT x Z"EMBED 38 12.0" 12.D" 1_2.0" 12,0" 12.0"
_• 54 15.1" _1_3.5" 12.7" 11.9" 11.1"
S0-Ut�.1/4'LAG SCREW X2 33 16,0" 15,7" _15.G" 15.4" f5.3" yN FEMBEDi qq '12.0"_ 12.0" 12,0" 12.0" 12.0"-
p q EMBEDMENT -- C 54 6.0" 6,0" 6.0" 6.0" G.0" 45)
Y, I1 30_ 16.0 _14.9" 14.4" 13.8" 13.3"
gt r � 47 16A"_ 13,9" 12.9" 11.0" _10.8"
54 16.0" 13.3" 12.0" 10,7" 9.4"
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name Be,r j ,-ac i5+k-Y-9-er Applicant: �'1�/2 Fxfepetor5 z.d _
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection +59 ' C e
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date: