HomeMy WebLinkAboutEngineering 1 L ERGO' INc.
TILLIT TESTING& EN.GINEERING COMPANY
.tilte( ,aol.com
'FL P.F_Lkcm No,44167
FL C'A.Licarse No.0006719
September 1,82019
19-070.
Mr.Tim Robinson
Managing Partner.
Global.Protection Products,LLG;
4.800.SW 51Street,
Davie, Florida`33314
Re : . State of Florida Approval Drawing.#17-1 . Add'itional limitations for use"of
._Component"9A" (sleeve=spacer)for gage Galvanized,Steel Storm. panel
installation into wood frame structures".
Dear Mr:Robinson;
As per yo r request, following.are additional.limitations for the use of I-
#"9A"fo anel installation at existing wood'frame structures.
These limitations are an addendumto"limitatio's already ndicated in approved Drawing
ff 17=142 and..shall be,'strictlyenforced:
Spacer"9A"may be"! '/"Long if the.following additional'limitations are complied with:
(1) Installation.is limited to a one story Buildings with 15'-O.Max mean roof height.(this is
a.restriction from:any building height-currently indicated'on sheet 11•of approved Drawing
#17 142)
(2).Anchors,going thru.component"9A" (panel mate female 1D or.panel mate plus) shall
be spaced maximum at 6 Y4" O.C. (this is a restriction from 12 '%zn O.C. Spacing allowed
on-sheet 6 of approved Drawing# 17=142.)
(3) Max 24 gagd paneL'length is, limited to;66. at any opernng,(th.is js a restriction from
larger panel lengths:allowed on.schedule,: heet I I of approved Drawing:# 17-142)..'
{a) 1;`'/z"{Long.'Spacer component# �"9A" shall be as indi.cated.,on sheet 2 of approved
Drawing#17, 142_ Installation of.1.'h long spacer"9A"shall be similar to detail 2W' sheet
b355."N W 3.6tfi:9treet,'Suite 305,Miami"Florida'33166 Phone:`(My 871=15.30=Fax: (305)871-,1_531
�e
6 of approved Drawing#17-142, and its valid only to wind zones 1, 2 and 3 as deferred
by ASTM;E-1.99&standard and.the 2017 (WhEdition).of the florida Building Code.
Sincerely,
Walterx Tillit.Jr, `P.E.*_
President Tilteco,' Inc:. M1 = _
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GENERAL NOTES
(VALID ID FOR REGULAR, I SALTY& E-7 HANG STORM PANELS ST; (C) TO EXISTING-WOOD (MIN.'SPECIFIC'GRAVITY. G'_ 0.55'M11,11:
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR'.COMPLIANCE IN ACCORDANCE - 1/4"0 TAPCON ANCHORS.'AS MANUFACTURED BY I.T.W. BUILDER, INC:
WITH THE 2017 (6th EDITION),OF'THE FLORIDA BUILDING CODE:THIS STORM.,PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUSANCHORS, AS MANUFACTURED-BY ELCO CONSTRUCTION,PRODUCTS.
VELOCITY HURRICANE ZONES (MIAMI-DADE./ BROWARD-COUNTIES),. 1/4"0 LAG SCREWS PER N.D.S.
R DESIGN WIND LOADS SHALL.,BE,DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOA.BASIC WIND. -"7/16'0 x 5/81" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT& SPECIALTY.CO.
SPEED AS REQUIRED BY-THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR'
KD-0.65, USING ASCE 7-10 AND SHALL NO.EXCEED THE MAXIMUM (A.SLD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS £I) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2"AND V FOR ELCO PANELMATE PLUS
3; 9 THRU 12 & 17, 18.. .AND PA,IELMALE FEMALE ID.
IN ORDER,TO"VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST
REDUCED TOA.S.O. DESIGN PRESSURE.RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO.COMPARE'THESE W/ MAX: (A.S.D.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD,FRAME UNIT SHALL BE 1 1/2". NO THREADED
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3„9 THRU 92 & 17. 18. PENETRATION INTO STUCCO SHALL-BE"CONSIDERED AS PART OF THE REQUIRED,THREADED PENETRATION.
IN ORDER TO VERIFY THAT ANCHORS ON.THIS P.E.D. AS TESTED WERE NOT OVER STRESSED,A 33%.INCREASE IN ALLOWABLE
STRESS FOR WIND.LOADB.WAS= USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS,,INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING:
ACCORDANCE WITH N.D.S. 2015.
STORM PANEL'S.ADEQUACY'FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN'ACCORDANCE WITH.SECTION 1609.7.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL.BE 5/8°. 1/,47.0-20 SCREWS USED SHALL BE'1. 1/2" LONG MINIMUM
THE ABOVE MENTIONED CODE AS-PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS.#0814.01-01 AND #0219.02-04, AS SHOULD STUCCO,EXIST, AND I" !MINIMUM FOR-WALLS WITH NO'STUCCO.
PER SSTD 12-99 &ASTM E 330-02 STANDARDS,,AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123.01--10 AS PER C.S) IN CASE THAT PRECAST STONE, OR,PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
FLORIDA AND TAS-203 PROTOCOLS. AND,AS PER CALCULATIONS PERFORMED IN,ACCORDANCE W/ SECTION 1604 OF THE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE PANELS,
AIN STRUCTURE RWBEHIND SUCH PANELS.
FLORIDA BUILDING CODE. ANCHORAGE SHALL L AS MENTIONED ENOUGH
T),REAC & E M
2. ALL ALUMINUM EXTRUSIONS TO,BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2' (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF':THE RECOMMENDATIONS.AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL.HAVE 3105-H14 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS.4
4..ALL STEEL SHEET METAL PANELS SHALL HAVE.STRUCTURAL QUALITY.STEEL, ASTM A-653-GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT'THAT HEADERS(2&® SHALL NOT BE.USED.
STEEL DESIGNATION W/FY= 92!2 kei'(AFTER ROLLED). - 9. IT•SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'TO VERIFY THE SOUNDNESS OF THE'.STRUCTURE WHERE SHUTTER-IS TO ElE
5. ALL SCREWS TO BE STAINLESS STEEL 304.OR 316 AI51 SERIES OR CORROSION RESISTANT_ 'COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS,..SHUTTER.SHALL.ONLY BE ATTACHED TO CONCRETE. BLOCK OR.;WOOD FRAME
BUILDINGS
50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH AND,SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
2411.3.3i4. - 10. EACH REGULAR STORM PANEL WITH.LENGTHS OVER 90'.AS PER SECTIONS 1,.2, 4..5, 6 AND ALTERNATIVES 1W, 3W.& 4W ON
6. BOLTS TO BE ASTM A-,307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH: SHEETS'•4, 5, 6 & 7 RESPECTIVELY.'SHALL HAVE A LEGIBLE AND READILY.VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
:SECURE PANELS WITH APPLICABLE'REINFORCEMENT DURING PERIODS.OF HURRICANE(YARNING.
7.-ANCHORS TO WALL SHALL-BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS:TO SEAL/CAULK•ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN,CONTINUOUS CONTACT WITH
THE.BUILDING TO PREVENT WIND/RAIN INTRUSIQN.
(A):-TOEXISTING POURED_CCNCRETE: - -
1/4'0 TAPCON,ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC (Min. fc=3192 ps Q 12. STORM PANEL INSTALLATION SHALL COMPLY WITH-SPECS IIDICATED IN,THIS DRAWING'PLUS.ANY_BUILDING AND ZONING REGULATIONS
1/4" 0 x 7/8" CALK'-IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS,APPLIED TO.
1/4"- (Min. x 3/¢"SOLID-SET ANCHORS. AS DISTRIBUTED BY ALL POINT.SCREW,.BOLT&,SPECIALTY CO. 1.3. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O:) PREPARED BY THIS ENGINEER ISGENERIC AND DOES NOT PROVIDE INFORMATION
(Min, TO PANELMATE
ATE FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
- #14-10 PANELMATE FEMALE ID &' PANELMATE.PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
A:1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO:POURED CONCRETE SHALL BE 1 3/47: 2" FOR ELCO PANELMATE AND BASED.ON THIS P,E:D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS'DETAILED_ ON THIS DOCUMENT.
CONSTRUCT
1 3/4" FOR ZAMAC NAILIN ANCHORS. ION SAFETY•AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
A.2) CALK-IN'&'SOLID-SET ANCHORS SHALL BE EMBEDDED 7(8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c).THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID,IF MODIFIED.
'STUCCO SHALL BE PERMITTED..1/4"0-20 SCREWS USED SHALL BE t 1/2"LONG MINIMUM SHOULD STUCCO EXIST, .(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
AND 1" MINIMUM FOR WALLS WITH NO STUCCO; AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.)'FOR THE PROJECT AND WHO WILL BE,RESPCNSIBLE FOR THE
BUT WITH WING NUTS: PROPER USE OF THE,P.E.D. ENGINEER OF'RECO% ACTING,AS A.DELEGATED ENGINEER TO THE
P.E.D. ENGINEER, SHALL SUBMIT TO THIS'LATTER THE.SITE SPECIFIC DRAWINGS FOR REVIEW:
A.3) IN CASE THAT PRECAST STONE,-PRECAST CONCRETE'PANELS„PAVERS,-STUCCO OR WOOD BOARDS BE FOUND ON,THE
.EXISTING'WALL.OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (6) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND.SIGNATURE'OF THE PROFESSIONAL
.ANCHORAGE SHALL BE AS MENTIONED IN A.1)AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT.
,,B) TO EXISTING CONCRETE BLOCK"WALL ASTM C-90:' i4. SHUTTER 'MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH.SECTION 1709:9.2 OF FLORIDA BUILDING CODE. ONE LABEL
SHALL BE PLACED FOR EVERY OPENING. LABELING;TO COMPLY WITH SECTION 1709.9.3 OF THE
- 1/4" 0 x"7/8"'CALK-IN ANCHORS,,AS MANUFACTURED BY.POWERS FASTENERS'INC. FLORIDA, BUILDING CODE.
- 1/40 X 3/4 SOUR SET ANCHORS AS DISTRIBUTED BY.ALL POINT SCREW BOLT& SPECIALTY CO.
--#14 10 PANELMATE FEMALE ID AND:PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO.CONSTRUCTION PRODUCTS.
- 1/4 0 ZAMAC NAILIN ANCHORS,,A5 MANUFACTURED BY POWERS FASTENERS WC. 11yIIf�`G�
8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEUMATES..AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE YT Q` E••• � � FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone),
BLOCK UNIT SHALL BE 1 1/4":
AA'' an S zo1;uLTEco,Ir:c: 24 GAGE GALVANIZED STEEL STORM PANEL
3.2) CALK-IN & SQUO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE'BLOCK UNIT. NO EMBEDMENT INTO aV®•44 7
STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST,. ? p/► - GLOBAL PROTECTION' PRODUCTS, CLC. 08 ',E'•'
AND 1" MINIMUM FOR WALLS WITH NO STUCCO. �' ` '� E C O INC.
'j(�T R 1 TILER TETI 9800 S.W.Sl STREET
ssSNG&ENGINEERING COMPANY
'v ! .s.Sos. n.3Tae DAME;R.33314
0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO.OR WOOD BOARDS BE FOUND ON THE �D A 44 11 Pn,!.;:4w�j ml_uoo, (M!)eTr-:6yr PHONE:(95f)6B9.7515,FNf::(95<)689-8797 17-142
ORID.
EXISTING•'NALL, ANCHORS SHALL 6E LONG ENOUGH TO REACH THE !MAIN STRUCTURE BEHIND.SUCH PANELS: 'r ^^'0'°SKOOetl ^' rrzo,,,o„ „rz erz ORAWING No:
ANCHORAGE SHALL BE AS'MENTIONED IN B.1 AND IN B.'e. E. r w E6-0006719
) `�' ALTER A.TILLM Jr..P.E. etv SHEET I OF 16
FLORIOA U, <4167
COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
(SCALE 1/2=1-)
-- 75.125 (TOTAL WIDTH) 2.187"
12.500'(EFFECTIVE WIDTH) 7 1 -193• 1/4-0-20.3/4'
cL l 1 1 250" --�.750'f S.S.STUD RIVETED
fi 1/4'(TYP.) r .374- TO'ANGLE 6-6 t/4•
4 1.350 1.3 0•- 1:350;- 1.250" ' 'f00' .188" .°86" I-- OR o t2 S/2'.O.C.
:500 -1 I t I / �1.500" I I r .31 D- - I (MAY BE REVERiEO)
( ( I 1 I - .640"
.250 I\ ! I I �� .088" I / .668"
CU 0.024•MIN.THICK' I q y_J0 \/ 3.375' 5.675 `. I i 1.50° T'T' 4 HEMMED GALVANIZED'SIE0. `J f r(�
EDGE ASTM A653 TYP. I r - 0"2.CI 0" .°84" .084• Aos2,1.OI15• 5 2 1 +
GRADE 80 MINIMUM HEMMED�, 2 125' f
C-6o caLv. EDGE
L-DETAIL.A 48' Jl, I t J 084" I-1.SC0•--1 •125'
L_ STORM PANEL �L ___..___.___.._ -� j .375" �TYP:} (TYP.)
1 350"- 1 350" DETAIL AJ 1--2.00°•
2.367
PANELS SHALL BE INSTALLED ALWAYS '
"-
FROM LEFT TO RIGHT V!/ t/z•LEG .O AT END AT LEFT SIDE OF PANEL "H" HEADER O3 "F" TRACK ® ANGLE WITH STUD
ill
\ l` IT TOP EDGE
1 HEIS ENO CIE ] FANEL. 0.025"(Min.)
W/HE1dh1E0 EDGE.', �\ I .375'I ¢.270' GAL•✓ANIZ�D STEEL
.t0.05 Ff.
_PANEL r .
R•0.0]2• l
tAVL I ` �
.133'I 0.270"
I 0.625" I 0.375'G r I�r1�,Il,'L� °.250`0
G. ��_"' 1.407" 0.625' fl----I _
HEMMEI , r.
2.591" ,�� IM.621
ISOMETRIC VIEW DETAIL A 133"! ;00 ! 0..70-�JEL 15 OR.
J.0721'
ROUNDED CORNER G ENDS OF PANEL'S r=M'a.085• JAL
�2 378" ENO LIP'W/HEMMED EDGE. -� \1 0.625TYP .125"
cN.T.S) .375• 1 E
C0" OFTPIf1JEL DETAIL 1
1.091• 067" -5O KEY HOLE WASHER
3.7'0' I 750• 1.7501
(TYP•) • 3105-H154 ALUM(. ALLOY KEY HOLE AT PANEL2.i�24 .091' --I.750"L_ .813'
0" I 37s O SLEEVE 2 1/8" ir:725" 1
1.zs
{ I I ` MAX. LENGTH ( ) a.12s' i
I-2.000--I 2.000-
' (--193' 3.750"
-2.548"----- 125' 2.000" R.0.06]
1�.118T (YP•)I
7.050.0
O REV.. "H" HEADER ® "U" HEADER O - -( ( I75°" (�)
.--I, MIN.TO 5"max. j
SLEEVE 1" MAX. L-2.000"
LENGTH 10 ANGLE 11 "J" TRACK 12 PANEL HANGER
.374' 5.000• 384• 6067-T6ALCDY •(1 1/4" WIDE)
r-----• r 00t 1 (USE ONLY FOR E-Z FANG STORM PANEL
n j I ,,,
.311• .656• -'�r50" 470" .275' �08�-II ,( ��A:TIL(�j✓ _ SYSTEM) 6063-T6 AI UM. ALLOY
1.6
71' ' I 1 I• t ' ' �1 '• CjENS. 9 FLORIDA BUILDING CODE (Non High.Velocity Hurricane Zone)
I 2.000' , 'T P 1.725• •860- 250 A7 P
i 11.000 T ,123" ' MIN.O 5®IAIN.®® 1 - e 2017 TILTECO.INC. WL
Dab" I 1 zo1"( r + 44167 24 GAGE GALVANIZED STEEL STORM( PANEL
ORANN er:
2.000• I $ `SEE SECTICNS I L.zso• •(* GLOBAL PROTECTION PRODUCTS, LLC. 08/e]/t'
L MIN. ` �(? R E C 0 mc. D E:4
.204" '� TILLIT TESTING A ENGINEERING COMPANY 4000 S.W.51 STRF-r
�� ]4 n..xe.vacMA c.acDrs.n J]lae DANi,FL 3J}t♦ 1 7-142
13 BUILD-OUT "F" 14 BUILD-OUT "C TRACK 15 & 5®WASHERED WINGNUT =9�iC '••..�..••' ' ,'m PHONE:(954)689uR 5<5,FpX:(954)609-8797
EB-0006719 ^ram^'•*' DRAWRC N.:
TRACK ANGLE (ZAMAC 3 ALLOY) •� pTE WALTER A:TILDT Jr.,P.E. 0�lo-c:a oe wJly �+
FLORIOA U..A<4167 SHEET 2 OF 10
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5
MAXIMUM SINGLE PANEL nLENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 tW/6, 2W/6, 3W/7 & 4W/7 i
ANCHORS(SEE SCHEDULE.ON
PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD (t) 3 MAX SHEETS 9, 10&11) 3"MAX
SINGLE PANELSa UNRESTRAINED SINGLE PANELS M RESTRAINED AT EACH r1' MIN. I 1`MIN.,
b o 0
AT TOP.OR BOTTOM * END WITH TRACKS (1).Q. Q& Ifal OR- O O'O' __ _ ___ _ __
D..M_ 2:,. 3 4 - r-- -- - - -- ,
WITH TRACKS n OR n DIRECT MOUNTED AT EACH END
MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH ®' i 3 of 4
OR %-" (ft.) D "L+" OR "L-" (ft.)S) /
/
MAXIMUM A.S.D. MAXIMUM A.S.D.
CONCRETE&-'Yf00D CONCRETE&.WOOD A / a
DESIGN DESIGN w a
ii
PRESSURE RATING INSTALLATIONS t PRESSURE RATING INSTALLATIONS•r ,/,A, t�• I =
.(Ps.r.) (+0r-) L+ L- (Ps.i.) (+.or-) L+ L- '� I/ t` �- + o
20.0 12'-0' 12'-0' 20.0 14•-4' !3•-0'
A
25.0 /2'-O' 11'-8' 25.0 r2'-10' l i'-7" / - -- _
J0.0 11'-8' 70'-9' 30.0 I1'-8' 10'-7"
35.0 70'-10" 10'-0" J5.0 70'-10' 9'-9' UNBOLTED PANELS \=�� BOLTED PANELS YJ/ 1/40-2011" z
S.S. M.S. BOLT VJ ® EA. OVERLAP
(SEE SECTIONS AS /
40.,0 7°' 9•-4' 40.0 9•-6' 9'-2' APPLICABLE) (SEE SECTIONS AS APPLICABLE)
s5.0 9'-6' W-9' 45.0 9'-T' B'-7' / I I I I -I I I z
50.0 9•-J w 8'-4' 50.0 8. 7. 8•-2' �% L-.j-l-L-1 I a
55.0 8"-7` B'-0" 55.0 8'-3' 7•-9'
60.0 8'-J' 7'-7' 60.0 8'-0' 7'-5'
65.0 6'-0'. 7'-4' 65.0 7'-8' 7'-2'
70.0 7•_8.. .Y-°- 70.0 T-s• 6•-rr D. -
75.0 7'-5" '6•-10' 75.0 7'-2' 6'-8' C _ i O o.._ o o .O_
80.0 7'-2• 6'-7,' 80.0 7•-O.' 6.'-5' @ Or® 3"MA%_I T 3"MAX
85.0 7'-0" 6'-5" 85.0 7-0• 6'-3' ( 114, 3/4, 4/5, 5/5 & 6/5
90.0 6-9" 6,--2" '90.0 6 ,�'-9' 6.'-1- ) 2/4 1W/6, 2W/6, 3W/7 & 4W/7
.95.0 6'-9" '6'-0' 95.0 6'-7` 5,-10' L- ANCHORS (SEE SCHEDULE ON SHEETS 9. To&11)�
100.0 6'-3" 6•=7' REGULAR STORM PANEL n ELEVATION
JO5.0 6'-3" 5'-9' 105.0 6'-3' 5'-4'
5'-7' 110.0 - 5'-1' 2.687' N.T.S. 1/4"-'1TAGs. GAP
115.0 - 4'-10' Y (MIN OYERLA'=1 Y.1"JLE VALLEY) �I.
119.6 - 5•-5' 119.6 - 4-'_8' :^'•/i%: -�
All
I 1 )
1/4"
MINIMUM SEPARATION TO GLASS.SCHEDULE MAX. GAP + l✓.
L� SECTION A-A 0
MAXIMUMWIND SPEED 5 170 p.h WINO SPEED> 170 m.p:h N.T.S.
PANELLENLENGTH
m.
GTH
('^) UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED NOTES:
30 OR LESS i' 1" 6• 6 1/4' ()(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN.POSITIVE A.S.O.DESIGN LOAD.
L-:MAX.ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD.
>33 TO 90 1' 1' 7 1/2- .7 1/2" (2)PROCEDURE TO DETERMINE MAXII.!UM PANEL LENGTH: _
GIVEN A POSITIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH'L+FROM SCHEDULE.
>90 TO 145. 1 7 1/2• 7 1/2" GMN A NEGATIVE A.S.D.DESIGN LOAD,DETERMINE MAXIMUM PANEL LENGTH"L-'FROM SCHEDULE.
FINAL-?"MUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE,MINIMUM DETERMINED PANEL LENGTH
>145 TO i68. 1' 1- - 7 1/2' BETWEEN 'L+"AND 1-'.
(3) SEE SCHEDULE BELOW FOR MIN.PANEL LENGTH FOR POROSITY QUALIFICATION.
MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION I t INSTALLATIONS INTO,7VOOD ARE LIMITED TO±95 P.s.1.MAX.A.S.D.DESIGN PRESSURE RATING
BUILD-OUT BUILD-OJT �fSPJ( &'-11 FOR MAX.A.S.D. DESIGN LOADS&MAY..PANEL LENGTHS FOR
�U, 1.$'X1.5• �F• F'TPAC11 •F'TPACT I1 `�ff,,
TOP DIRECT h' STUD ANCLE 64 /S•WHEP7 FC S USED.
BOTTOM MOUNT HEADER HEADER ANGLE TRACK Vl/SIDE CL SIDES �t
cLosuREs Y \�+ S FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
EF
UNT 46" 32 32" 35' 55' 50- so- .2017'T.TECd,
NO.44167 24 GAGE GALVANIZED STEEL STORM PANEL 0RAVm eY:
4 7TUD AN
35" 32' 32" 32" 42' 38' 38' * '
3 " 55' 32' 3< bz- 67• 60• Bo• GLOBAL PROTECTION PRODUCTS, LLC.
IL EC®ING. ��
B `F`TRACK ANCLE s8C0 SW.5t STREET
50" 32• 32' 38' 60" 56' 56' �./ TILLIT TESTING @ ENGINEERING COMPANY DAMS,. ]STROSURES 6A]HR-S,_4�_.YAK A f c-,R m-
B 'F"TRP3314
CY, �-��"' �'��!t ear.:6 OSURES 50• 32" 32• 38" 60• S6' S6'- „• )tnl-� Ew:(]mX m+-t]Tt PNC,E:(954)689��545,FAX:(94a)699-8797
e-,nsx:kYaceoad.<cm eRzrnm DRAWIIX:No:
• EB-G006719
/DATA WALTER A.TLLR P.E. a,!-oxx m/m/+t "v SHEET 3 Or 19
FLORipA Lie.➢44 t4167
INSTALLATION DETAILS FOR REGULAR PANELn
INTO POURED CONCRETE OR' CONCRETE BLOCK STRUCTURES
_EXISTING POURED CONCRETE. EXISTING POURED CONCRETE.
�OR CONCRETE.BLOCK OR CONCRETE BLOCK
REQUIRED. REQUIRED.
CONCRETE ANCHORS J//i' CONCRETE ANCHORS
(SEE SCHEDULE ON (SEE SCHEDULE ON�-;l° 1%
�-�" �[,', EXISTING POURED
SHEETS 9 THROUGH 10) / :—.{�) SHEETS 9 THROUGH'10) 7 �G - 2 CONCRETE OR.
CONCRETE BLOCK .3 1/4'o=20aY
b.
% i t/Z• 1 4' REQUIRED. w51 o 6 1/4B O.C.
MAX. ';. 1•IA%. CONCRETE ANCHORS �r
(SEE SCHEDULE.ON
E.D. /jif I j E.D. SHEETS 9 THROUGH 10)
EOI
ED
t A t/fY-2oat• 8,--��/ t/s•o-2m1^ E.D. !"%"' I.
r Min: .5.BOLTS W I I� A11n. 5.5.DOLTS w�
SEPARATION AT FA o• II 'SEPARATION
L— TO GLASS. I I (L E itxt PANEL II TO GLASS. I NGE FOR Pa 2 /
EXISTING 1 (SEE SCHEDULE I LETS orsi Y�ry 'Mox. (SEE SCHEDULE I uAx,TM o�Y-6•)
GLASS— ON SHEET U3) I 1 } PANEL LENGTH II 0N.SHEET 3) I I
(SEE SCHEDULE IL I 'L'Max. 'IM i1. SEPARATION L Hax„
1 I ON SHEET 3) II .I PANEL LENGTH .1 TO GLASS. I PANEL LENGTH
CONCRETE,ANCHORS_ 1 II (SEE SCHEDULE -°1(SEE SCHEDULE � (SEE SCHEDULE
T -� I ON SHEET 3) ON.SHEET 3)
(SEE SCHEDULE ON ,I I I II 1 I ON SHEET 3)
SHEETS 9 THROUGH 10� I I II I I 1
507. I 1
I Iu OF L" CLASSI; ; I EXISTING I
�/!/j�%i i p MAX. 1 50% clAss 1
OF L'
E.D / ./J9 s NEx hFAD BDLTs
1/4-O.C. %/.r��f/j/ 1 I r z �r I I
�r I
I
I E.D.
EXISTING POURED %r 1 I
16 12 1/2'O.C. I (AS APFU )
CABLE!
CONCRETE OR r
1 n'RLx WASRSR NFAD CONCRETE BLOCK t CONCRETE ANCHORS' �j J I
L I BUIIDEx TEK SCREW OR I, I
O I / REQUIRED. (SEE'SCHEDULE ON ///
1- OOO------ 1/4'-IO�I'S.S.M.S:w NUT
--ED--r-E jii .SHEETS 9 THROU^vH 10) '1;;
fr, I ALTERNATE t Min. _ YMEN-SOUR. ✓�/
LEG LOCATION %:. SET&CALK-IN ANCHORSEXISTING POURED CONCRETE
ARE USED &W/®WHEN OR CONCRETE BLOCK
ALTERNATE CONCRET�L �LXISTING POURED CONCRETE PANELAVES.ANCHOR 5 REQUIRED.
ANCHORS OR CONCRETE•BLOCK REQUIRED. CONCRETEDANCHOTUD ARE USED:
(SEE SCHEDULE ON - STAGGERED UL STUD
SHEETS 9 THROUGH 10) SHEETS C SCHEDULE
TO)'
BUILD--OUT MOUNTING WALL MOUNTING WALL MOUNTING DIRECT MOUNT
SECTION 1 SECTION 2 SECTION 3
SCALE 3/8=1" SCALE 3/8=t' SCALE 3/8-1-
1Itt
P: N FLORIDA BUILDING CODE-(Non High Velocity Hurricane Zone)
C7017 TILTECO,INC.
No.44167 4 24 GAGE GALVANIZED STEEL STORM.PANEL
i .OR4WN BY:
NOTE FOR COMBINATION OF SECTIONS: Vol,.
1 OB/03/17
E.D. = EDGE DIsrANGE GLOBAL PROTECTION PRODUCTS, LLC.
(SEE SCHEDULE ON TOP & BOTTOM IAOUNTINGS CAN BE : _ I L E C O 1 Na. DAIE:
\ •4STIIFE\ TIWT TESTING 6 ENG-NERINGCOMPANYSHEETS 9 & 10), COMBINED IN ANY WAY TO SUIT ANY ' w \\ esss x.a.xln.sr,m.aaa. waFra.n.:rze OS-7 tti FAj1( 17-142
INSTALLATION. CO 57 (aoet mt-uao.ro::,c••mt B71-Iv: PHONE:(05f)fiE9-7545,FAX:(954)6e9-8]97
• 1 : Y 111ccaOcd.can DRAMIr No:
• Cxy•� LB-0006719
I�T-ptT�' ,fit WATER A. 0067 �' SNFFT f Or 1B
�1\'/^'��' FLORVC4 Lic. :tat67
INSTALLATION DETAILS FOR REGULAR PANEL n
INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
ALTERNATE CONCRETE
ANCHORS LOCATION
CONCRETE ANCHORS i (SEE SCHEDULE ON EXISTING POURED CONCRETE
(SEE SCHEDULE ON
EXISTING POURED CONCRETE I. SHEETS 9 THROUGH 10)
OR CONCRETE BLOCK-
SHEETS 9 THROUGH 10)\ OR CONCRETE BLOCK REQUIRED. r /
%'/': REQUIRED.
E'D'%
TERNATE LEG
EXISTING POURED 1 ' / LOCATION CONCRETE ANCHORS
CONCRETE REQUIRED %,%, j/j i (SEE SCHEDULE ONs O
�• /ti SHEETS 9 THROUGH
1/4•xl'HEX WASHER HEAD
6UILDIX 7EK'.SCREW OR / /' 1/2' tl 4••
j t/e Y I a•-20.T•S.S.U.S.W NUT �j/, /
MAX: /
II I CONCRETE ANCHORS /l 0 12 1/2'
IIII ,I 1 I1/2• ( , t/Po-20x1 O.C.
(SEE SCHEDULE ON
SHEETS 9 THROUGH 10) _ E.iID
I
II $ I I I 5
aTS
E.D 0 8 1/4-O.C.
L bX.
II I ` �': ( Y///ij; , . i PANEL LENGTH
EXISTING 11 I II E.O. �Ii 1 I '.• ','>-.�7j/�j/� (SEE SCHEDULE
GLASS p I 1 1 I 'ON SHEET 3
II I t<'A-2G:t' %''%!'-I'/,' j/ I , Min. I I FOR SPACER
09
II //.1:�%I,/ 1 SEPARATION I I 1
S.S.BOLTS W t /j�� I I 1 I I & SCHEDULE
AT EA OARAP %;I%ss ', I 7 —1 TO
C1A55. ON SHEETS
II I ((USE FOR PANEL
OVERT-6y IMin. PARATIGN TO GLASS. I ) i/Pe-2orY I(SEE SCHEDULE I 1/a'o-2o.1' 91& 10�FO•�R
p 'L" Max. —, (SEE SCHEDULE ON 7 S.
Fa o7i�.W+a� I. 1 ON SHEET 3) A, c_PACER`27�
I I I AT EA,R PANE
PANEL LENGTH ( SHEET 3) P (USE Ta(PANEL
(USE FOR PA'v21 "L"Max.
(SEE SCHEDULE. I UICN OVER r-67 PANEL LENGTH I I I tEnG11(OVDt 7�'1.
F,(SEE
ON SHEET 3) (SEE SCHEDULEEXISTIN,IEPARATION I I� GXIASS G I — ON SHEEP 3) C1A55� jTO GLASS.SCHEDULE I I I '
II ON.SHEET 3) 1 I 50% r1 1 7 ' 50R
II 1 I OF"L" %// `/ .I I OF"L"
i• ( %../ / I sod
II E.D. % I / SPACER I OF
15
12 1/2'O.C.I I / _ i r E.I. j LENGTH I I
% .x'15 O 6 1/4.O.C. --- ,
\ CONCRETE M`1CHORS /_f/ I CONCRETE ANCHORS ! I
EXISTING POURED_� ���\\\� �� �� (SEE SCHEDULE ON/ —® (SEE SCHEDULE ON ' !
CONCRETE \�\\ �\ \\��� �� EDCE OF VIALL OR SLAB' SHEETS 9 THROUGH 10) N:. SHE 9 THROUGH 70) % 9 2 1/8"LONG MAX. ALUMINUM
REQUIRED - ' 3/4 (ALT. CONDITION) SPACERS® 6 1/4"O.C.VALID FOR
-EXISTUJG POURED CONCRETE EXISTING POURED CONCRETE I ALENGDHSI PERGN OSDEET 3.S AND PANEL
OR CONCRETE.BLOCK'
CONCRETE ANCHORS i I %j OR CONCRETE BLOCK 1" 61i.X. LONG ALUMINUM.SPACERS
REQUIRED.
(SEE SCHEDULE ON I E.D. I / R/ REQUIRED. 9A 12 1/2"O.C. (SEE TABLE#1 ON
SHEETS 9.THROUGH 10)
SHEETS 9 do 70.)
CEILING AND FLOOR MOUNTING BUILD—OUT MOUNTING WALL MOUNTING /DIRECT MOUNT WZSPACERS C9�OR l�
SECTION •4 SECTION 5 SECTION 6
SCALE•3/8=I" SCALE 3/8-1" SCALE 3/8=1-
FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
C2017 VLTECO,WC. Y.L
44167 i 24 GAGE GALVANIZED STEEL STORM PANEL
O.RAWN BY:
E.D. n EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: P rr GLOBAL PROTECTION PRODUCTS, LLC. W/03/17
SEE SCHEDULE ON ;• `+® 1 N c. OAr:
( TOP & BOTTOM MOUNTINGS CAN BE .Boo S.W.51 srRO:r
••. TILDT TEST I NG'h ENGINEERING COMPANY
.SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY '9 •`�ti v!!u.Y.oau.ri.s<..w3.V.ncww w�oaxl.R JNE6 DA'^E•FL uT14 17-142
INSTALLATION. 0 C0A1Q c Ena+.:(!off en-taYJ. PHONE.(954)689-7545.FAX:(954)669-8797
l! •rtal 4Ncaecdsxw
[AL(�!�NA(,� EB-COC6719 rt _x. DRA'MI♦r No:
'- (JALS'l1W.T�R OAT{ 'WALTER A iILOT Jr:,F.E. otD 1!-o!x oe�/t) '-NCET 5 OF 16
4 G/(77 P5L FLOMM lie. <4167
INSTALLATION DETAILS FOR REGULAR PANEL (1�
_ INTO WOOD STRUCTURES _T�/
SEPARATION I I 1 1
_WOOD.ANCHORS s'III �-- TO GLASS:
i' l.� (SEE SCHEDULE A 1/s•a-za.1•
1 / (SEE SCHEDULE ON % ;/ 1/4fe-zo=r I I 9 ss:eaLTs w I I
I J .� •% �� j ss N,:x NFin Sous I ON SHEET 3)
SHEET 11) I Ar Fw orita.+a�
/Y/� (LSE F PAMI O 6 1/t O.C. 1 OR
IEhCR1 GhA T-6.) I
I i I 'L'Moo.
EXISTING I PANEL LENGTH
WOOD HEADER / \ \ / , 2 WOOD ANCHORS �. \ % I GLASS. I I I (SEE 'C. ULE
REQUIRED ,1 1'1 ,f III (SEE SCHEDULE ON �' I !I,' ' ON SHEET It FOR
%' I 1/4' SHEET 11) / 1.� \•i =(EO1 If I 509. SPACER®)
�1/2' EOI y OF"L'SPACER I 1 I LENGTH I '�
WOOD HEADER
`i j,./1 •, /'2'�\\`•)1'.I 7 EOI \ " iI II -_/2
Min.
I 1
E0 '� �- - _- I I
• 1 I ��'� I t 1 I�; I �1"MAX. LONG ALUMINUM SPACERS
LLLLJJJJ 1���� I I 1 ) II l I 12 1/2'O.C. (SEE TABLE #1 ON
1 Min. I I I I 1 I ,` V I SHEET 11.)
SEPARATION I I "L" MAX. 1. I PAt EL LENGTH `��` I I
1_-- TO GLASS.: I 1 PANEL LENGTH I I I
(E SHEET 3)E I I (SEE SCHEDULE I I 1, (SEE SCHEDULE �--,! I I,1 I
1 , ON SHEET 3) �, I �PANEL-MATE FEMALE ID OR PANEL MATE
I I ,/4•a_ZO,1• ON SHED J) r �' 1—� \ I I 11><�i PLUS(SEE SCHEDULE ON SHEET 11)
u FA�Or�aAP'® I Min.
(trg Fai Pav1 1 SEPARATION I. V
1 I I if11GiN ortll Y,� EXISTING I TO GLASS. I 2'x4'V7000-�
EXISTING
-I GIASs-- (SEE SCHEDULE I PLATE REQUIRED
I I I I ON SHEET 3) I 1 DIRECT MOUNT W/ SPACER Q
ALTERNATIVE 2W'
SCALE 3/6=1"
I I I O I u - - SEE TABLE S. ON SHEET 11 FOR MAX. PANEL LENGTHS &
I I 50% i \ I I ® 12 1/2"O.C.'
OF "L' ECti. MAX.A.S.D DESIGN LOADS FOR THIS INSTALLATION.
0 12J 1/2' O.C. EO.
EO
WOOD ANCHORS * NOTE:
c0 �� ` _ __) , y 11I STAGGERED W/ STUD
!' `�.. Ii (, ' 11 I (SEE SCHEDULE ON 1' MIN. SEPARATION TO GLASS INDICATED
SHEET 11) ON SHEET 3 MAY BE REDUCED TO 1/4'
2"x4"WOOD �\ 111t 'I AS LONG AS THE FOLLOWING CONDITIONS
PLATE REQUIRED I I 11 I l 1 ARE COMPLIED WITH:
tL II CO'
ANCHORS
'1 1 STAGGERED lY/STUDS II I: 2"x4'WOOD
SHEET SCHEDULE T 1 !`` ! 1=1 PLATE REQUIRED (1) MAXIMUM ASD DESIGN PRESSURE
\, ) `� RATING IS +60, -65 p...l.
(2) MAXIMUM STORM PANEL.LENGTH IS
\ I I 1 72 71� (3) STORM PANEL INSTALLATION IS ONLY
INTO AN EXISTING WOOD FRAME WALL.
WALL MOUNTING WALL MOUNTING / DIRECT MOUNT
(a)
ALTERNATIVE 1 W ALTERNATIVE 2W INSTALLATION VALID ONLY FOR WIND
ZONES 1, 2 &3.PER ASTM E
SCALE 3/8=1' SCALE 3/6=1- 1996-06.
NOTES: FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone)
1. INSTALLATION.ARE ONLY VALID FOR MAX. A.S.C. .2WTILTEco,i'C. WL
NOTE FOR COMBINATION OF SECTIONS: DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL GRAM er:
TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR o9/O3/17
COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') L E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. DATE,
INSTALLATION. 4500 S.W.51 STREET
TILDT TESTING&ENGINEERING COMPANY
2:FOR NEW WOOD FRAME CONSTRUCTION: WOOD osu x...a-s_ac.=m c.;n.mco DAVE.IL 33311
MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Fnen� e71•U60,��F�e�, PHONE..
(954)689-7543,FAX:(954)689-8797 1 7-142
DENSITY OF 0.55 OR EQUAL E8-0006719 oRAwwc N,:
P.E.S SIGNATURE DATE an 1a-on w/m/1 EA'E/ J WATER A.TILDT Jr..P.E. SKEET 6 OF 16
RGRIOA Gc.144167
.INSTALLATION DETAILS FOR REGULAR PANEL M INTO WOOD.
4`x8" (Min), EXISTING WOOD // / / % --FALCATIONE'LEG
BEAM REQUIRED.STRUCTURAL '•,.5 / -OCATIOM
ADEQUACY OF EXISTING WOOD
BEAM TO.BE CERTIFIED BY
REGISTERED'ENGINEER OR E0./'I E0./, j �'•Y '��' ,/ ^
ARCHITECT'PRIOR TO SHUTTER
'INSTALLATION:
�. WOOD ANCHORS ALTERNATE WOOD ANCHORS: •%, / II I 1'Min,
/ / SEE SCHEDULE ON (SEE SCHEDULE ON �. r� ! � t/4',1"HEX WASHER HEAD
( r r},:�__ f0 E0- Irw-204' TES(SCREW OR
Y SHEET 11) SHEET 11) �' A e lI 1 0 12 102-S.S.us.'w/ Ur
EO E4/f f/ / 1,t�.,/'...'I. I 1/2" I. o Iz t/z'a[.
}i/a'
t
• MAX. WOOD HEADER t/2' }
1 p REQUIRED
EXISTING 1 I tEx HEAD BOLTS
GLASS—I `/ I /I ` } I W 15 O 6 1/4 O.C.
{ WOOD ANCHORS t2 t�
I I (SEE SCHEDULE ON
Yin., III SHEET lt) ) •` 1 III I I
.SEPARATION TO j-A GLASS.(SEE
/ 3 I
SCHEDULE I 7/4•o-zoxt' j
i ON'SHEET 3 ss.BDlS w t . ' Min. SEPARATION,T0.GLASS.
_ (�OR Wa 9--(SEE SCHEDULE ON SHEET 3) I / - `L'MAX:
1 4 e Y0.1-
I ss..BOUi Itg PANEL LENGTH
1 I LUCIN O)E4 T-E) 'V MAX. AT EA o+asJa
I I PANEL LENGTH (USE FOR PA.c1 (SEE SCHEDULE
( (SEE SCHEDULE EXISTING 1 f I TM T-67, ON SHEET 3)
�,• I ON SHEET 3) GLASS_T ,
I
1 71 �
y
sIz
OF-L-
'MAX.
i i T5 MAX.
® 12 1/2" D.C.
1 I I EO 1/2"
NO F1141SHI {— —, t
S S.H-cX HEAD BOLTS
ALLOWED I t _EQ �/ ( •, i I W 15 O 6 1/4'O.C.
- -- 2`Xe 2'xa'
"WOOD WOOD'PLATE
DEC.( REQUIRED
WOOD ANCHORS REQUIRED t ! 1 I 1VOOD ANCHORS
\ { } .(SEE SCHEDULE ON
'(SEE SCHEDULE ON _ .3/4" --- �' f I ?I I SHEET 11)
SHEET 11) �'—
2.
1 1/\I "I I
�-- Min— I.f1,.:
CEILING AND FLOOR MOUNTING BUILD-OUT MOUNTING
ALTERNATIVE 3W ALTERNATIVE 4W
SCALE 3/8=1"
SCALE 3/8=1"
Aay�P.T:+�pfNg 9 3_
�� :" �. � ••'•• FLORIDA BUILDING CODE (Non High Velocity Hlirricane'Zone)
NOTES: No.4,4167 • 'Cz017'TILrco,'6VC. M,L•
NOTE FOR COMBINATION OF SECTIONS; 24 GAGE GALVANIZED STEEL STORM PANED ORaem1 BY:
1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
TOP & BOTTOM MOUNTINGS CAN.BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I L E.0 OINC, GLOBAL .PROTECTION PRODUCTS, LLC. ar;.
COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
INSTALLATION. ••., / �4 IBM S.w.51 STREET
.2. FCR NEB! WOOD FRAIJ,E CONSTRUCTION: WOOD � , nwr TESrINc(t ENGINEERING COMPANT OAV1E.F1,�"114
MEMBERS TO BE SOUTHERN PINE No.2, W/ SPECIFIC L�f.`•R!?•::7"•"•' � tl azssvxr:ops. 17-142
^C,^-- f]w1.en-tiro. (]Ca)nl-t]]t PHONE:(954)E89-7545.,FM:(954)689-8757
U i� .- m 0006 w...m an oRAWtnc No:
.DENSITY OF 0.55 OR EQUAL. 'S E8-0006Tt9
�•E 5 �jF./OATE ViALTER A.TILLN Jr..P:E. al to-an m/oVn
FLCRIOA'lie.{44]ET SHEET 7 OF 1B
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, .LIFE
SAFETY & E-Z' HANG STORM PANEL n SYSTEMS
���, 0 mil'®'� •!� 0 R POURED CONCRETE.
CONCRETE BLOCK
OR
Q Q O 2" J" 093' M-14 OR
VARIES 2
j
'>id'WOOD,FRAME 6063-T6'ALLOY CO NT.ALUM.'
REQUIRED ANGLE'AITH 1/4*0 z 1 3/4"��
9 t
_z t/2"J: TAPCON O 12"D.C.
POURED CONCRETE,CONCRETE 8 - Mi^�
BLOCK OR 2'z4'WOOD FRAME POURED CONCRETE, I{ 1/4"0 x 1 3/4'TAPCON( 2 1/2" \� ��}I
REQUIRED CONCRETE BLOCK-0��' .6'.CH0 O 12 O C 1 (\7J1-�\•
;•� 2'4 OD FRAME tI
REQUIRED \ 8 ORO \`\\.�\ \�I 1•`\\ HALF PANEL 11 4'GAP
Cur PAVEL 1 1/a'0 a 1 3/<' u 1 +
l,1in TAPCON PNCHOR ➢ 2'z 2'z.055'70 �L7ERNATE LEG LOCATION j
f1 O 12"O.C.
VARIES 2' S' O55'CONT. �>
/!'r 5' OP,
99<L<13`i; 2 ALUM.ANCLE OR
5
/ r^1 I tAox. .080.3105-H154 SHEET CONCRET'�
3 1 —�__-__' TRACK METAL ALUM.BENT.PLATE ' POURED CONCRETE,,
2'%4"%�125' / /.'�. 1• t t �-- BLOCK OR,27x4'hY000'FRAME
3,05-HI4 OR i ' f 0 (1YP.) •1 'kEOUIFEO
6063-T6,ALLOY 2 1/2" `2�--I
CONT.ALUM.ANGLE j I Min Mo% t 1/4"
GAP
1/4'0 BOLT' L4'x 4'x'072'.
O 12"'0
.C. 3105-H14 OR 6063-T5 ALLOY
W/IACKNUT Cont.Alum.'ANGLE
CASE A (PLAN) CASE B (PLAN) CASE 'C (PLANS CASE D (ELAN
SCALE 1/4"=1" SCALE 1/4'=1" SCALE 1/4"=1, SCALE
SOLID-SET OR CALK-It.
OR ELCO PANELM1ATE
�� POURED CONCRETE, IXP.BG TRIM AT FFJJALE 10 AND
�O•®T\ •� OR CONCRETE BLOCK I FTOI BOTTOM OR PANELMATE PLUS(SEE
1.5% POURED CONCRETE \ II , pR.2 xi'W'000 S DES OF OPENING SCHEDULE ON SHEETS 9 T
(MITI.PANEL CONCRETE BLOCK 3,T' VARIES O ® FRAME REQUIRED I AS APPLICABLE tp @ 11) r
_—OVERLAP'BEYOND \ 2"z4 Yl00D.FRAME
OPENING WIDTH) POURED CONCRE_fE,CONCRETE REQUIRED- \ f�.�
BLOCK OR 2'x4 WOOD FRAME \
FEOUIRED 3/4 Maz.
(2VARIES I —_O, OR® ' BEM W/.ANCHORED FRONT 6:REAR FLAT FV,NGES PARALLEL TO
— 5"AUn. --J WALL(NLYR CUT,END PANEL)
z B.O. DISTANCE I CK
CASE G (PLAN)
WAS'� 1/4'P-70 s.S BCLTS A6'
...C. 1,1 111-20 O 8
G..c.c8'OL 4 L SCALE 1/4"=t'
NACHwE eou a LOCK VALID FOR DIRECT MOUNT INSTALLATION ONLY &
ern o 5'o.e P�IIO/Iif����
t1ttl��L�N.TILJ/?✓�� CERTIFIED
ACED LEVELANEL.VARIATIONS WITHIN 3/4{AT WALLS •!/
CASE E (PLAN) CASE F (PLAN) � ll�^ %'� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
A ^2pi7 TILTECO,INC. M.,
SCALE 1/4"=1" SCALE 1/4"=1.' No."FQ1 �L*•S 24 GAGE GALVANIZED STEEL STORM PANEL Q� �.:.
GLOBAL PROTECTION PRODUCTS, LLC. Di.&;
AO••l�VPf� '•: �A TILLIT TESTING Ft ENGINEERING COMPANY <800 S.W.51 STREET
`liFl DAME.FL.33314
WSS x.M.36P.SL,6N:YJS.NRG 11 GFDa6.R]3116
/C \� , PAm•:(]v3)eP-Is10.Pa":(]03)mt-liSt. PHONE:(95<)689-75<5,FAX:(954)689-8797 1 7—i 42
• ` • 1r�eeOarA'mm ooMa mlw GII Grt ORAWNG Nv:
E8-1006719
v:F.' a GATE m 1A-ov nT '�
WALTER A.71LUf Jr..P.E. SHEET 8 OF 15
FLORICA Lic. 44167
MAXIMUM A.S.D. DESIGN PRESSURE RATING. (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE_& CONCRETE BLOCK STRUCTURES
(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER:SCHEDULE BELOW * APPLICABLE MAXIMUM MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPUCABLE
TO SECTIONS TO SECD01J5 MAXIMUM
DESIGN - PANEL DESIGN PANEL
PANELMATE PANELMATE PANELMATE PANELMATE
PRESSURE TAPCON SOLID-SET ZAMAC-NAILIN CALK-IN A LENGTH PRESSURE TAPCON SOLID-SET ZAMAC-NAILIN CALK-IN LENGTH 1
FEMALE ID PLUS &ANY FEMALE ID PLUS &,ANY "L"RATING "L" RATING j
7o TO Tp TO 7p TO TO To Tp TO 'To TO COMBINATION TO TO TO TO 70 TO TO TO TO TO TO TO COMBINATION
(P.-J.) TO
CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE GO`1 COCONCRETE CONCRETE CONCRETE COt.'CREIE CONCR OF THEM (1l.) (p'S'f') CONCRETE CONCRETE LONORETE CONCRETE CONCRETE CONCRETE���CONCRETE CCY.CREfE CONCRETE CONCRETE CONCRETE OF THEA! (YL)
BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK BLOCK .BLOCK
13" 13" 13" 13" 13" 13" 13" 13' 13" 13" 13" 13" 1 (TOP) 13" 13' 13, 13" 13" 13" 13" 13' 13" 13" 13' 11 1/2'1 (TOP)
43" IS, 13" 13" 13" 13' 13, 13' 13" 13" 13' 13" 1 (BOTTOM) 13" 13" 13" 13' 13" 13" 13" 13, 13" 13" 13- 11 1/2"1 (BOTTOM)
13' 13" 13- 18" 13' 13' 13" 13' 13" 13' 13- 13' 12 (TOP) 13" 13" 13' 13" 13" 13, 13" 13' 13" 13" 13- 11 1/2"2 (TOP)
.13" 13" 13" 13" 13' 13' 13. 13' 13" 13" 13" 13- 2 (BOTTOM) 13' 13" 13" 13' 13, 13" 13" 13' 13" 13' 13" it 1/2'2 (BOTTOM)
13' 13" 13" 13' 13' 13" 13" 13" 13" 13" 13" 13" 3 (TOP) 13' 13" 13" 13" 13" 13" 1 13" 13' 13" 13" 13" 11 1/2"3 (TOP) _
- - 12 1/2"12 1/2" 6 1/4' 6 1/4"12 1/2"12 1/2" - I - 6 1/4' 6 1/4' 3(BOTTOM) 5OR, - - 12 1/2"12 1/2- 6 1/4"16 1/4" 12 1/2'12 1/2" - - 6 1/4" 6 1/4' 3 (BOTTOM) SOR
8' 8' 8' B' 8' 8" 8' 8' 8' 8' 8" 7 1/2' 4 (TOP) LESS 8' .5 1/2" 8" 8' 8' 6 1/2' 8' 7 1/2" 8" 6' 8" 5" 4 (TOP) LESS
8" - 8' - B" - 8' - B" - 8' - 4.(BOTTOM) 8' - 18" - 8" - 8" - 8" - 8' - 4 (BOTTOM)
73" 13" 13' 13". 13" 13" 13' 13' 13' 131. 13" 13' 5 (TOP) 13" 13" 1 13- 13" 13" 13" '13" 13" 13" 13" 13' 11 1/2'5 (TOP)
13" 13" 13" 13" 13" 13- 13"' 137 13" 13" 13" 13" 5 (BOTTOM) 13' 13" 1 13" 13" 13" 13" 13" 13" 13" 13" 13- 11. 1/2"5 (BOTTOM)
13" 13" 13" 13" 13" 13" 13" 13. 13" 13" 13' 13" 6.(TOP) 13' 13" 13' 13" 13" 13" 13" 13" 13' 13" 13' 11 1/2"6 (TOP)
+45. -45 _ 6 1/4" 6 1/4" 6 1/4' 6 1/1 - - - - 6 1/4- 6 1/4' 6 (BOTT.••) +45,.-45 - - 6 1/4" 6 1/4- 6 1/4- 6 1/4- - - - - 6 1/4" 6 1/4' 6 (80TT.••)
LESS 13" 13" 10 1/2" 13- 7 13- 7' 7 1/2 5'1/2 13' 4 I/2" I(TOP) +65T0 65 13" 6' 13' 13" 13" 8 1/2" 13" 8 1/2" 9 1/2" 6 1/2" 13' 5 1/2" 1 (TOP)
13" 7" 13" 13" 13' 9 1/2 13" 19 1/2 10 1/2 7 1/2 13" 8' 1 (BOTTOM) 13- 7 1/2' 13' 13"' 1 13" to" 13" 10' 11" 8" 13' 6 1/2" 1 (BOTTOM)
13' S" 13- 10 1/2" 13- 7" 13' 7' 7 1/2 5 1/2 13- 4 1/2' 2 (TOP) 13' .6" 13- 13- 13" 18 1/2" 13" 8 1/2' 9 1/2• 6 1/2" 13'. 5 1/2' 2 (TOP)
13" 7" 13' 13" 13" 9.1/2 13- 9, 1/2 10 1/2 7 1/2 1 13" 6 1/2-12 (BOTTOM) 13" 7 1/2' 13" 13' 13" 10" 13" 10' 11' 8' '13' 6 1/2' 2 (BOTTOM)
13" 7" 13" 13" 13" 9 A/2 13" 9 1/2 10 1/2 7 1/2 13' 6 1/2" 3 (TOP) 13" 7 1/2" 13" 13" 13' 10'" 131. 10" 11" 6" 13" 6 1/2" 3 (TOP)
12 1/2"12.1/2" 6 1/4" 6'1/4" 12 1/2"6 1/4" - - 6 1/4' 6 1/4' 3.(BOTTOM) �5TO6• - - 12 1/2-12 1/2"6 1/4' 6 1/4"12.1/2'12 1/2" - - 16 1/4- 6. 1/4" 3 (BOTTOM) 706"
7" 3" 1 8- 5 1/2" 7- 3 1/2" 8" 4' 4 1/2 3" 6'1/2- 3- 4 (TOP) 14'_4. 7 1/2' 3- 'a. 6.. 7' 4" 8" 4' 4 1/2" 3 1/2" 6 1/2- '3" 4 (TOP) 9'-6'
8' +_ 6
- 8" - 8" - 5 1/2" - 7 1/2' 4 (BOTTOM) 8' - 8" 8" - .a" - 5 1/2- - 7 1/2" - 4 (BOTTOM)
13" 13' 13' 9 1/2" 13' 9 1/2" 10 1/2"7 1/2- 13- 6- 5 (TOP) 13" 8 1/2' 13" 13" 13" 10" 13" 10" 11.' 8' 13" 6 1/2" 5 (TOP)
13" 13- 13' 9 1/2" 13- 9 1/2" 10 1/2'7 I/2- 13" 6 1/2" 5(BOTTOM) 13" 8 1/2' 13" 13' 13' 10" 13" 10' r 11" 8" 13• 6 1/2" 5 (BOTTOM)
13' 10 1/2" 13" 7" 13" T 7 1/2" 5 1/2" 13' 4 1/2' 6 (TOP) 13" 6" 13' 13' 13' 8 Y/2' 13' B I/2' 9 1/' 6 1/2" 13' S 1/2' 6 (TOP)
6 1/4" 6 1/4' 6 1/4 - - - - 16 1/4" 6,1/4' 6 (BOTT.••) - - 6 1/4" 6 1/4' 6 1/4" 6 I/4- - 6 1/4" 6 1 4" 6 (BOTT.f")
TABLE #1 A
SEE SHEET 11 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. A.S.D. DESIGN LOAD MAXIMUM PANEL
MINIMUM ANCHOR SPACINGS AND'MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE.FOR E.D. LENGTH
LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON 4O PSF OR LESS 6'-$"
SCHEDULE BY THE FOLLOVHNG FACTORS.FOR THIS OPERATION TO BE POSSIBLE,REDUCED SPACING
OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE
ON THIS SCHEDULE. > 40 PSF TO 50 PSF 6'-2"
ANCHOR TYPE t/+•° 1/a'° a/4.O t/4'° t/a'o _t/4'o
TAPCON SOLID-SET PANMUATE PANLLMATE 2AMAC-NAnw CALK-w > 50 PSF TO 60 PSF 5'-10"
FEMALE.ID PLUS
MINIMUM ANCHOR SPACING(1n.) 3 3 1 3 3 2 1/2' 2 1/2 �AA��������� A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
MINIMUM EDGE CONDRETE('1") 3 ]1/2' 3- 3 3 1/2., 3 L,1,1111
11TTJT Tlt4�p': W/ SOLID SET ANCHORS fc W/ 9�SPACER AT 12 1/2" O.C.
DISTANCE(E.D.) o0.YNO&TE aDD(Qrt) 3 ]1/2' 3 I/2' 3 1/2 3 1/2- < 11 `� .•••••'•. a/
1
ACTUAL EDGE DISTANCE(E.D.) FACTOR, FLORIDA BUILDING CODE (Non High Velocity.Hurricane Zone)
z 1/z' 0.e1 0.50 - _ _ 0.50 44167 02017 TILTECO,INC.. 24 GAGE GALVANIZED STEEL STORM PANEL M.L.
_ Itld. -�(�` DRAWN 6Y:
" 3• 0.50 0.78 -
r�+ GLOBAL PROTECTION PRODUCTS, LLC. 08/O3/"
3 1/z' - 1:00 1.03 - 1.00 1.Do *.. � 'L g y DAZE:
A•• �(/ \\\ TIW[TESTING 6 ENGINEERING COMPANY 480D S.W.51 STREET
»» = &33 N.W.3GN.SL.R,:!Y. f G cuDO S:M1!T,[6 DWY*FL.33314
SPACINGS ONLY VALID WHEN SPACER09 IS USED. SEE T BLE eft FOR MAX. A.S.D. = Q ,'C(yT1 ., \ L7 ,� . .
DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER P3 IS USED. 3a1 an- o -uo1 en-Iv1 PHONE:(95<)6E9-RSR.FAY:(954)689-8797 17-142
ES-0006719 M N=�1p1 ORAWIIG No:
WALTER A.TILLIT Jr..P.E. uu 11-T m/N�O er. SHEET 9 OF 10
r.f TY FLORIDA U:.d 4i167
MAXIMUM A S D DESIGN PRESSURE RATING_(p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL 1 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
'(VAL(D ONLY FOR PANELO7 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) APPUCAgI£
TIc To sEA ocls ,�(�L•1
APPUCA5LE MAXIMUM ANCHORS SPACING FOR MIN E.D: PER SCHEDULE Bfl•OW CALK_Oa coMgM
MAX: A.S.D. MAXIMUM ANCHORS:SPACING FOR MIN E.D.PER SCHEDULE BELU. * MAXIMUM MAX. A.S.D. NANN To of
DESIGN TO SECTIONS PANEL DESIGN PANELMATE PAIJELMATE MAC To �pNCBEiE
PRESSURE TAPCON .SOLID-SET PANELMATE PANELMATE ZAMAC-NAIUN CALK-IN 1ENGTH. PRESSURE TAPCON SOLID-SET FEMALE ID PLUS �NC°REtE�HCRETE BL°cK" 1 (TOPS
FEMALE'ID PLUS &ANY TO 7o iO BLOCK a T/'Z ceo<TOtA)
RATING" 'L' RATING To io TO TO coNCRErE CONCRETE ar+ 13'
TO TO TO TO TO TO. TO. TO TO. "TO' 70 TO COMBINATION TO CONCRETE CPYCRETE BLOCK 7/2" 6' (•YOP1 .
(P•S.1.) CO<IUlEIE CONCftE7E CONCRETE CONCRETE CWICREIE CONCRETE CONCRETE CONCRETE( CONCRETE CIXJC 'IE CONCRETE OF THEM .(FL') (P:3.1.) CP`7Qd7E BLOCKE COIif�EIE BLOCK CONCRETE BLOCK 6 1/2. 7 1/�^ 5 13" 1/2" 'L p�OMI �8
BLOCK BLOCK BLOCKBLOCK. BLOCK' BLOCK10- 1 (TOP 13'
70 1/2 i3'
'13' 11' 13" 13" 13' 13' 13' 13" 13" 12• 13" lo- 1 (BOTTOM) 13' 6 1/2" 13' 13" 13" 9" 13 6 9/2. 7 1/2^ 5 T/2• 13" 6 8• 3 `gO�OMI 1�5
13' i1' 13" 13" 13'- 13" �137 13" '13" 12" 13' 10" 2 (TOP) 13" 5" 13 70 1/2'
13' .11' 13" 13" 13' .13• '1J' '13" 13' 12' 13. 10' 2 (BOTTOM)
13' 7" 13" 9 7/2. 73• 9.1./2.10.1/2" 7 1/ 6 �/2" 2 1/2 A CgOS70tA)
13
13" 11' ,I . 13` 13' 73' 13" 13' 13,' 12' i3' 10' 3',(TOP) 13' 7" 1211/2'1211/2" 6 1/4" 6 1/4'
- - - - 5,-6 _ - - - 4- a 1/2• - 7" 6^ y CgOS1 1@ 1/2"12 1/2" 6 1/4' 6.1/a' 12 1/2"12 1/2' 6�'1/4" 6-'1/4' 3 (BOTTO,M) OR.
8' 8' 8" 6" 5" B• 4 T%2' 4 (TOP)
.LESS 7• 3" 8' S B.
5 lOZ 2 13. a 6/Z. 6 C�BPpSY.•1
8"- 6'1/2" 7"' __ . .
8" - 8" - 8" - 8" 8" 8" = 8' - 4(BOTTOM) 8' 6 i/2' 3" 9" 73• 9" 10 1/2" 7 1/2" ;3 1/a" 6 tOP�
13" 117 13' 13" 13' 13' 13" '.13' 2' 12" 13 10� 5(TOP)
13" It" '13" 13' 13. 13"-', 13" 13" 13" 12' 13' to' 5(BOTTOM)
13' I1" 13'- 13' 13' 13, 13" 13" 1.3° 72" 13° 10' 6 (TOP) >+75,._75 13• 5' 6 1/4' 6"1/4" 6 1/4" 6 1/4' 8 1/4" 6 1/2' 7 1/2" `� 1/Z. 13' 4 1/2" 2 (gpTY01A� 7yO I.
>+65, -65, - - 6,1/4" 6 1/4" 6 1/G' 6 1/4' - - - - -61/4" 6 1/4' 6 (BOTi.•;). TO
TO 13" 10 1/2• t3 13". g 10" 5 1/Z 6 3 O.�pM1 7,
+75, -75 13" 7 1/2" 13' 13' 13" 10 ,13" To' 11 8 13' 6 1/2' 1.{TOP), +119,-1t9.6 .13' S'
13" 7 1/2" 13' 13' 137 10 1/2' 13'' 10 1/2'1Y 7/2" 8' 1.3' 7' 1:(BOTTOM) 13. 6 5/?" 13. 1011/2" 13" 6 B/2^ 73• 9 T/2" O T�a" 7 1/2" 73/A• 6 b1/2 4(egO�ON-�.
13' 7 1/2', 13' 13" 13' 10' 13" 10' 11'" a 137 6 1/2" 2.(TOP) 13" 73" 73• 9 1/2 73" g 1/2" 10 T�Z" - "b 2 2 - 4• �%
13` 7 1/2' 13' 13" 13 70,1/2' 13 10 1/2711 1/2' 8: 13' 7` 2.(BOTTOM)
13" 7''1/2' 13" 13" _ 43 10 1/2' 13'' ,10.T/2"l1 1 2' 8' 13". 7" 3(TOP. 13"' 7''
/ ) >5'-6" 12 1/2',12 1/2" 8 1/4 / 4• a 7/2 :� �_��
12.1/2"12 1/2' 6'1/47- 5-1/4" 12 1/2"6 1/4" - - 6 1/4" 6 1/4' 3 (BOTTOM) TO - - 7^ 3 T/2- •8 _ g 1/2 - +'
7 1/2'..3:1/2. 8. 6. 7.1/2• 4^ .8., 4.1'/2' .5• 3'1/2" 7" 3" 4 (TOP) 8_0 8..
BP71/2
8" - 8' - 8' - 6' - •8" - 4'(BOTTOM) -
13" 6 1/213" 13" ' 9 " 7 JI- 13' 13" 13' 10 1/2' 13" 10 1/2'11 1/2" 8" 13" T 5(70P) G13" 13" 1'3" 13" 10 1/2 13' 10 i/2"11 .1/2' 8"' 13' 7^ 5 (BO7TOh!) t3" �� 13" 67A'13" y13" 13" 13" 10 1/2' `73" 10 1/2"11 1/2' 8' 13' 7^ 6(TOP) 13" 5" 11.46.1/4• g ' S_ 6 1/4 6 1[4" 6.t/4' 6 1/4" _ _ 7-
Opp_ 6.1/4' 6 1/4' 6(ROSY'•) - - fi, ./ "
V5 Fc,
5
A.S.D. D� LE5 PyF
SQ
O SEE SHEET 11 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO'WOOD'FRAME,BUILDINGS. 4O PSF 5O
MINIMUM ANCHOR SPACINGS AND MINIMUM.EDGE DISTANCE ARE INDICATED ON.THIS SCHEDULE.FOP.E.D. _f Q
LESS I-INDICATED ON'SCHEDULE REDUCE ANCHOR'SPACING BY MULTIPLYING SPACING SHOWN ON PSF 6
SCHEDULE BY THE FOLLOWING FACTORS,FOR'THIS OPERATIOr TO,6E POSSIBLE,REDUCED SPACING 2 40 -Q P
OBTAINED USING FACTOR SHALL NOT BE LESS THAN.MIN17AU61 SPACING INDICATED FOR EACH ANCHOR TYPE - SF LJ
ON THIS SCHEDULE. 50'P ENG�¢�
ANCHOR TYPE t%a"e t/a"e' 1/a-o t/a'o 1/arD t/a'e
PANELYATE PANELMATE EL L
TAPCON SOItD-SET FEMALE ID .PLUS ZANAC-NAIUN CALK-W 0 MAY- PASS ANG
MINIMUM'ANCHOR SPACING n. 3 3 3 3 2 t/T 2 t/2 W� SOLID.
(i ) IFFFAiiiei"1,
MINIMUM EDGE CONCPETE'Rn.) 3' 3 1/2" 3' 3 3 1/2' 3 11to
k TIQ ✓ ``J�.
DISTANCE(E.).) ppN6E7E a0O!(vt 3 �3 1/27 3 1/2" 3.1/2 S 1/2' a 11111.�(�\yT�F� `..7• Cp.
.ACTUAL EDGE DISTANCE(E.D.) FACTOR 11 �•:'•G?NS ••••' .20" -L-
t ,!z• 0.35 - - - - -
--2,1l2 D.B, -0,50 _ -_ D.gD~ No.44167 *�:
1 • �FING h ENG�F�
3 1/2' - 1.00 1.DO - 1.00 1.00 A.- ,!, Nw.ib� sl ei�-1�
SPACINGS ONLY VALID WHEN SPACER(g IS USED. SEE TABLE #1 FOR MAX. AS.D. ='9 d •
DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. _�i< '• A
I 1
MAXIMUM A.S.D. DESIGN PRESSURE RATING�p s f ) AND CORRESPONDING MAXIMUM ANCHOR SPACING
SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES
(VALID ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
MAX.A.S.D. MAXIMUM ANCHORS SPACING FOR'E.D.-=AS SHOWN ON SHEETS 6 8c 7 APPLICABLE MAXIMUI.1 MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. =.AS SHOWN ON SHEETS 6 dc.7 APPLICABLE MAXIMUM
DESIGN TO PANEL DESIGN TO PANEL
PRESSURE ALTER
LENGTH PRESSURE PLTERt44TIVE LENGTH
RATING 7APCON LAG SCREW PANELMATE PANELMATE WOOD BUSHING COMBINATION �'" RATING TAPCON LAG SCREY! PANELMATE PANELMATE WOOD BUSHING COMBNATION LT
FEMALE ID PLUS OF THEM Oc) (p.s.L) FEMALE ID PLUS OF,THEM
13" 13" 13" 13" 13' 11V(TOP) - 13", 13" 13" 13" 13' 1W.(TOP)
13" 13" 13" 13" 13' 1W(BOTTOM) 13" 13" 13" 13' B" IV(BOTTOM)
6 1/2" 6 1/2" 6 1/2" 6 1/2' 6 1/2" 2W(TOP) 6 1/2' 6 1/2' 6 1/2" 6 1/2' 6 1/2' 2W(TOP)
• - - 5 1/4" 12 1/2" 6 1/4" 2W(BOTT.•) 5-0' - - 6 1/4" 12 1/2" 6 1/4' 2W(Batt..) 5'-0'
OR
8" 1., 8" B^ W(TOP) LESS 7' 7 1/2 8" 8" 3W(TOP) LESS
B" 8" 8' 8" - 3W(BOTTOM) 7 1/2' 8" 8' 8' - 3W(BOTTOM)
13" 13' 13" 13" 13' 4W(TOP) 13" 13' 13' 13' 13' 41Y(TOP)
+45, -45 13" 13" 13" 13" 13 0(BOTTOM) >+45, -45 TY 13" 13" 13" 13" 4W(BOTTOM)
OR
LESS 13' 13" 13" 13" 8 1/2' 1W(TOP) +75. -75 13' 13" 13' 13" .10. tY!(TOP)
13' 13" 13' 13" 6' 11V(BOTTOM) 13" 13' 13" 13' 6 1/4" 1W(BOTTOM)
6 1/2" 6 1/2' 6 1/2" 6 1/2' 6 1/2" 2W(TOP) 6 1/2' 6,1/2' 6 1/2" 6 1/2' 6 1/2" 2W(TOP)
- - 6 1/4" 12 1/2" 6 1/4' 2W.(BOTT.') >5'-0' - - 6 1/4" 12 1/2" 6 1/4' 2W(BOTT.') >5'-O"
4 1/2" 4" 6 1/2" 6 1/2' - V!(TOP) 14-4" d 1/2" 5" 7 1/2" 7 1/2' - 3Yl(TOP) 7T5'
4 1/2" 4 1/2- 7' 7" - 3W(BOTTOM) 5" 5 1/2' B" 8' - 314,(BOTTOM)
10 1/2" 9 1/2" 12 "12' 4' 4W(TOP) 13' 12: 13' 13- 5 1/2 41e.-(TOP)
13' 13" .13' 1 13' 1 8 1/2" 14W(BOTTOM) 13" 13" 13" 13" 10' l4w(BOTTOM)
" SEE TABLE,#1 FOR MAX. A.S.D. ,DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 9 IS • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER®IS
USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
TABLE #1 A
A.S.D. DESIGN LOAD MAXIMUM PANEL
LENGTH
40 PSF OR LESS 6'—B"
> 40 PSF TO 50 PSF 6'-2"
• > 50 PSF TO 60 PSF 5'-10"
A MAX. PANEL LENGTHS ARE ONLY VALID FOR.INSTALLATIONS
W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS
ANCHORS & W/(8 SPACER AT 12 1/2" O.C.
1' 1�'''Pdrrrrir`/�.
TIC
11�Q:•' \CEIIIS�•••..` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
No.44167 7, ezon arecG,INC. N
24 GAGE GALVANIZED STEEL'STORM PANEL GPAw,e,
' IL E C 0 1N�. GLOBAL PROTECTION PRODUCTS, LLC. DATE,
4600 S.W.51 STREET
v �.'•,�� 1� TILLIT TESTING& ENGINEERINGMVE,FL.3331s• COMPANY
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rlt FLORIOA Lic. ssl6] SWEET If a 16
L
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' - lIAR STOR1•rt PANEL ! f 1
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`13, R-36/14,
.. 3W/15• R-36W/16,
. -"-- - 1/4-CAM GAP
i
1
REGULAR
STORM PANEL� ap. .
�SF FLORIDA BUILDING CODE
' (Non High Velocity Hurr'
i167 ' t2017 7VEW.WC. 24 GAGE GALVANlZEQ
k STEEL STORM done
GLOBAL PROTECTION P PANEL
INC. ---/—_p /�/�
' L ` TILT TC! NG&ENGNEER" C'PMY N00 S,k.Sl UDUtr TJ{ Ll{.. �.
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