HomeMy WebLinkAboutProduct Approval MiAMI-DADS COUNTY
- PRODUCT CONTROL SECTION
DEPARTMENT OF(PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA)
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
'1'(786)315-2590 F(78.6)315-2599
_NOTICE OF ACCEPTANCE (NaA) „� ��.ntiamidade Dov/buildhts
Rolliugshield,Inc. �ECMD JD1U
2500 N.W.74"'Avenue
Miami,Florida 33122
SCOPF': FILE COPY
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ),
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AIIJ(in areas other than Miami Dade County)reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perforin in the
accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke
this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the high Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "RS-1 High Velocity”Aluminum Accordion Shutter§YAWT,
APPROVAL DOCUMENT:Drawing No. 12-201 I(RS1-06),titled"RS-1 High Velocity Shutter System",sheets 1
through 9 of 9,&2A of 9,prepared by V.M. Engineering,dated 12/26/2011,last revision#4 dated 12/26/2011,
signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice cif Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT DATING: Large and Small Missile Impact Resistant
LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS201,TAS-202,
and TAS-203,imless otherwise noted herein.
RENEWAL ol'this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,andlor manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with
any section of this NOA shall be cause for tertnination and removal of NOA.
ADVERTISEMENT, The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#09-0604.13 and consists of this page 1,evidence submitted pages E-1,E-2, E-3,&E-4 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Mahar,P.E.,M.S.
NOA No.11-1227.04
M Expiration Date:01119/2017
O I,i q/? Approval Date:01/19/2012
Page I
.NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY CONTROL
1. gv iWiami-,Dade County Building Code Compliance Of ice,
E. MATERIAL CIERTIFICATION;
1. See Associalion's generic approval under 09-0530.
F. STATEMENTS
1. Release letter issued by National Shutter Association, dated.May 21, 2009, certifying
this product to meet the criteria of product tested and approved, and allowing
Rollingshield, Inc. to use the test results approved under Miami-Dade County
Approval No. 09-0830, signed by Jose Delgado.
2. Acknowledgment letter by Rollingshield, Inc., dated Muy 21, 2009, signed.by Mr.
Jose Delgado,
3. Letter issued by V. M Engineering, dated May 21, 2009, certifying that the drawing
(No. 09-008RS1)prepared,fbr Rollingshield, Inc..,.signed and sealed by Morgan
L illanueva, P.E. is engineering wise identical to National.3hutter Association
generic drawing(No. 09-016RS1), dated May 29, 2009.
4. NEW EVIDENCE,SUBMITTED
A. DRAWINGS
WINGS
J. Drawing No. 12-20.11(R,51-06), titled "RS-1 High d'elocify Shutter System",
streets 1 through 9 of 9, &2A of 9,prepared by V. M, Engineering, dated
12/2612011, last revision#4 dated 1212612011, signed and sealed by.Morgan
Villanueva, P.E.
B. `VESTS
1. See Association`s generic approval under 12-0074,
C. CALCULATIONS:
1. See Association's generic approval under 12-0074.
D. QUALITY CONTROL
1. By Miami-Dade County Department of.Permitting, Environment, and Regulatory
Affairs(PERA).
E. MATERIAL CERTIFICATION:
1. See Association:c generic approval under 12-0074.
elmy A.Makar,P.E.,M.S.
PERA,Product Control Unit Supervisor
NOA No.11-1227.04
Expiration Date:01/.19/2017
Approval Date:01/19/2012
E-3
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
STATEMENTS
1. Release letter issued by National Shutter Association, dated Januaty 13, 2012,
certifying this product to meet the criteria o f product tested and approved, and
allowing Rollingshield, Inc. to use the test results approved under Miami-Dade
County Approval No, 12-0074, signed by,lose Delgado.
2. Acknowledgment letter by Rollingshield, Ina, dated January 13, 20.12, signed by l�fr,
.lase Delgado.
3. Letter issued by V M. Engineering, dated.lanuary 13, 2012, certifying that the
drawing(No. 12-2011(RSI-06)prepared for Rollingshield, Inc., signed and.sealed
by Morgan Villanueva, P.E. is engineering wise identical to.National Shutter
Association generic drawing.
eln►y A.Makar,P.E.,M.S.
PERA,Product Control Unit Supervisor
NOA No. 11-1227.04
Expiration Date:01/19/2017
Approval Date:01/19/2012
E-4
FLOHIUA UUILUINc1 L'UDF. EDITIONS 2007 AND 2010, AS PER `AS 201-94, TAS 202-94 do TAS 203-94 OF iNSTALLED TO INSURE APPROPRIATE INST.ALLAT101. v;' -
TtiE TEST PROTOCOLS FOR FILCH-VELOCITY HURRICANES ZONES, AND AS PER AMERICAN TESTING LABORATORY m
WITH THE TEST 140. 4986. CONTRACTOR SHALL BE RESPONSIBLE FOR:
THE DESIGN LOADS COMPLY WITH SECTION 1626 OF THE FLORIDA BUILDING CODE EDITIONS 2007 AND 2010. -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT Z j Q z
THE WIND PRESSURES SHOWN IN THE TABLES ON SI4EETS (6 OF 9) AND (7 OF 9) PN THIS DOCUMENTS ARE ANY DAMAGE TO LASTING STRUCTURE.
AS PER FBC 2007 EDITION (ALLOWABLE SERVICE DESIGN), TO OBTAIN THE EQUIVALENT WIND PRESSURES AS -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN C014TACT WITH THE STRUCTURE TO N
PER FBC 2010, DIVIDE THE WIND PRESSURES SHGYiN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) PREVENT ANY DAMAGE DUE TO WIND AND RAIN -j G
OF THIS DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON -SELECT THE PROPER TYPE OF INSTALUP.ON TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF ¢ �° a c
THIS PRODUCT'APPROVAL DOCUMENTS, AS TESTED, WERE NOT OVERSTRESSED, A 33r INCREASE IN
THIS PRODUCT. v z
ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN 'THE LABORATORY THE TEST' -IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE �3 `4c
LOAD WAS SO% MORE OF DESIGN LOAD.
IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. > j
THE RS-1 ALUMINUM ACCORD1014 HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE 8, A LASEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON �C7 z
RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY.
AND LAST BUT NOT LESS, 1'HE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE THE CENTERMATE, COMPONENT 2 OR 3. �= �
INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.Z)" LABEL SHALL READ:
RS-1 ALUMINUM ACCORDION. -
2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AIJD TEMPER, WITH ROLLINGSHIELD INC,
Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). MIAMI, FLORIDA
MLAMI-RADE COUNTY PRODUCT CONTROL APPROVED,
3. SCREWS SHALL BE;
- CA9. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY
A SERIES 304 OR 316 STAINLESS STEEL,RBON STEEL CORROSION RESISTANT AS PER
DIN
DIs MIN. WITH THE SPECIFICATIO14S INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
Cit 50016, Fy=SOksi. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
4. BOLTS SHALL BE: 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS:
- T4-2024 ALUMINUM ALLOY AND TEMPER, si 78kai MIN. -PLANS SHALL BE SIGNED &. SEALED BY THE ENGINEER OF RECORD.
- ASTM FRIESA-30GALVANIZED STEEL, FFy 50kst -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS.
- AIS! SERIES 304 STAILESS STEEL, Fy=35ksi Mif•I.
5. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE: g o
(5.1) 70 EXISTING POURED CONCRETE: (Min, f'c 3 kai) C a
- 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON, AS MANUFACTURED 8Y I.T.W. . O
RAMSET/ REO HEAD � �g N�
- 114"0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. C d
- i/4"0 x 7/6" CALK-IN AJ40HORS AS MANUFACTURED BY ALL POWERS FASTENERS G
NOTES: it� �'
5.1.1) MINIMUM EMBEOME14T INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4",
5.1.2) MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. 1 y 3 6 7 � \���� �,....��
NO EMBEDMENT INTO STUCCO SNAIL. BE PERMITTED, 1/4" 0-20 S.S. MACHINE SCREN USED TOGETHER WITH TO 12 15 i7 19 S,G(7�,7 + ) OR 1`� • r
1/4"0 CALK-IN ANCHORS. ^ Q y
5,2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON
THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SE`?iND
SAID WALL FINISHES. A14CHORAGE SHALL. BE AS INDICATED ON NOTES 5.1.1) & 5.1.2) ABOVE. ! L I OR
(5.3) TO EXISTING CONCRETE BLOCY. WALL I (�1� OR TYP I /@4t
1/4"0 TAPCON ANCHORS AND 1/4% MAXI-SET TAPCON, AS MANUFACTURED BY LT,V✓, RAM . `=/ T
SET/ RED HEAD1) I I I I ..' �.•
1/4"0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON.
1/4"0 z 7/8" CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS C I �`
cn A c A
NOTES; 18�
5,4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE-BOLT ANCHORS, IS 1 1/4". g� C
5.4.2) MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. ( E PRODUCTRBVISED
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED TOGETHER WITH v ( O z as d�gyWdemththe HoN,
1/4"0 CALK-1N ANCHORS.
5.5} IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON W pf D D AcceplanceNo
1227•c
THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Expiration DateD1
w
SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4,2} ABOVE. C_ LLj
F py k-0
(5.6) ANCHORS SHALL BE INSTALLED FOLLOW114G ALL OF T14E RECOMMENDATIONS AIJD SPECIFICATIONS OF
THE ANCHOR'S MANUFACTURER. _
G
(5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIOPJSHIP FOR ANCHORS ON SCALE;
SHEET 7 OF 8. 41( DATE: 12-26-2011
y6 MSHEETJG SECTIONS CA1J 8E COMBINED IN A.Nl' WAY TO SUIT ANY IN5TAl TION. (SEE ALTERNATIVES NOTES � r ,`fr l� ORF,B.C.
ON SHEET 6 OF 9). 2 4 ® { O )Qj 6 (Filgh Velocity Hurricane
FLOOR MOUNTING INSTALLATION SHAH BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL 11 12'1' 8r .� � .{. 2 OR }
OR ENTRANCE SHUTTER ELEVATION v
1 DWG No!12-2011(RS 1
TYP To/BOTTOM SHEET 1 OF 9
POP A"Els tn
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>
2.000"MAX @ LICKEL PLATED PUSH
1 1 ?10-24 X OAZV'.00C
PRE-"rota
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NOT PrLolv
LOCK ING PIN
II IJ
SHUTTER BWE'LENGTHS,
24*On.roi�&I TO W-0
Amo FOR sHurxR stArx,tbNcrta oRrAms reah 0'-0'
INCREASE LOCX04 WS LEAVIn BY 2 MR EVERY 61
INCREASE ON tJ1UTTV?OL4DES LENGTH.
A I
J-1--v EXISTING C'L'Ass I MIN SEPARARM
L
TO GJASS
ScHrour50tr
........ 4i �i it
n2 J-0 TAPCOIV ANCHORS RV
U" Ii" MIN, EMBEDMENT WTO
CONCRCTE 0 4.5" O.C.
MAX., �10 CRETE FLEX
ANCHORS V// 1j" m/N. NEAV 4 THICKNESS x 6'
EMSEOMENT INTO CONCRETE I CONT. (6063-7-6 ALLOY
0 6" O.C. TEMPER} ALUM. PLATE
.C. MAX OR J" 0 7
Aft CALK-IN ANCHORS W1 J" SW
hf/N� EMBEDMENT INTO
oc 1A'
MSL ,ALE 81ADE DELAY, QF CLEAR PANEL L A nom CONCRETE AT 4" O.C. \ .
OR
PRODUCT REN
MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER Building cad.
i1j, Ampfuncom
MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND 25-
r*kp
LOCATED TWO AT EACH SIDE OF THE CENTERAIAFES
tianllotet
STARTED AT THIRD BLADE AFTER THE CENTERMATES
AND THE SECOND ONE FOURTH BLADE AFTER, TYPICALbAe�nipe cur
AT EACH SIDE OF THE SHUTTER. 114"0-20 S.S. Al's.
W1 NUT Sr WASHER
O.0 OR #14,v J14" SCALE:
S.5.E5aE5:)J`7P 4.5" O.C, DATE: 12-:
CLEAR PANEL SHALL SET LCXAN RESIN //103-I 12 POURED• SLA9 IF
(uv SFABILVEO) OR EQUIVALENT COMPARABLE TO CONCRETE APPLJCA6U' F.E
G.E. LEXAN POLYMER SHEET #90-34, APPROWD RY REQUIRED (Hlqh Velocity I
MIAMI-DADS COUNTY NOA j,90.3-1210.4,
rHERMOPIASTIC POL)WER TENSILE STRENGTH TYPICAL CONNECTION WITH ALUMINUM PLATE DIA'G 140:12-2
Fy=e.9ks4 F6=12.9ks!' E=328.7ks{ (ONLY FOR WINDOW SILL) ISI.IEET 2A
Al C"00
ex,5 TIM;CLASS
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_ " - DETERMINE VALUE OF trt AND L- FROM TAME iss
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45 11'-10" 11'_10" 11'-10" 11'-70" 1 12'-4" 12'-4" 12'-1" 12'-3" 2 3114 WINLVOM"OP VALUES OF L-t AND 4•-
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1f`-3" 1J'-3" 1!`-5" 71'-5" 72'-4" f2'-4" 7i'-}1" 12'-J" " 2 3 4° (1}AFI£R THE MOIMU41 ALLOMADL£SPAR'CNECY.COIt£DUL£TAGIS
9'-i0" 9'-10" 10'-2" 10- 12'-4" i2'-41 t'-8'" 12'-0" 3" 2 3 4 oeTAN UAvlrtJat wGtoR SFAssaG.
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11'-6" 12'-4" 17'-3' 11'-9" " 2 3 4LOAD(W PSI)
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95 A'-7"-- 8;-7" 9'-Q" q' 4" 10'-.7„ 12'-4" !0'--5" _11'-0" 3 2 „', 4" DUAL NT'LON MH££LS WITH 0.490" BY 1.100"LONG NYLON CUIO£, WITH NO
.-..,, ._.._.._..____.—..,,,_..._ _ -..._. 10. MARXS.AT TOP OF INTERIOR SLATS SPACED f0i1ALLY, t"AST£N£D WiTtt i
8'-9' 9'-3" 9�10� 12'-4_�--f0-.3' 10'-10" __..j" 2 ,3 4 ONE NO. 14 BY J"HEX HEAD Pitt,SCREWS.
--95 7'-8„ 8,-2" 8,-6." g,-3" 9'-6" 12'-4" 10'-0" 20'-8" 2 .314 2 3 `" 0.490"DIAIAETER BY 0.590"NYLON GUIDE, WITH A'0 I.D, MARVS AT TOP
100 6'-10" 7'-11" 8'--4" 9'-1" 9'-4" 12'-4" 9'-10" 10'--6" 2 3 4" 2 314 AND BOTTOA!OF EACH EXTERIOR SLAT FASTENED 1"f1TH ONE NO. 14 BY J"
105 6'-J" 7,-g 8'_1" 8'-10" 8'-•10" 12'-2" 9'-7" 10,-5" 2 314' 2 314 HEY, HEAD PIN SCREW5.
J 10 5'-6" T-7" 7'-9" 8'-8" 6'-6" 11'-11"- a'-,5" -70'-J" 2 311' 2 `'' 4" 0.490"owcTER BY 0.820'NYLON GUIDE, WITH NO MARKS, AT TOP AND
115 4'-10" 7'-5" 7'-3" 8'-6" 81--0" 11'-8" 9'-2° f0'-2" 2 311" 2 -314 BOTTOM OF EACH ImTE'RIOR SLAT" FASTENED WITH ONE NO, 14 BY J'HEX
120 4'-2" 7'-3" 7'-2" 8'-3" 7--7" 11'- A, 9'-0" 10`-T" 2 314" 2 3 4" AHED PIN SCREWS.
125 3'-6i' _7'-7" 7'-0" 8'-1" 7'-•J f J'-2" 70'-0" 2 3l4" 314" 0.350"DLAh?£TER Lel"24"LONG ALLtd41NUEf LOCK PIN. AF TOP AND BOTTOM
7'_0" i0`-11 - 9'-f0" 2 314-' 2-31A" Oi EACH LOCKING SLAT, FASTENED Wi1H ONE 10-24 BY 0.430"LONG
7'-10" 6'-g" £0'-9" - 9'-g" 2 VA- 2 J/4 THUMB TURN SCREWS.
140 - 6'-8" -� 7'-8" 67__T 10'-7' - g' 8" 2 3l4" 7 2, ,;
145 _- 6`-7" - 7' 6" S'-3" 10'-4" - 9`-7" 2 3 4" 2 314 :y
150 - 6'-6" - 7'-1" 6'-0" 10'-2" - 9'-6" 2 314" 2 314' d17£rrx.Tla£s rmg ,Z
7.55 - 6'-•4" - 6,--9" 5,-70" 10'-0" 1 - 9'-5" 2 31:4 2 3 4" A)SLCDONS(1)de(2J ON THESE GROUPS CAH 8£COMBINED AND
160 - 6'-3" - 6'-5" 5'-8" 9'-10" - 9'-4" 2 J14 2 314' nEosr A£TAKEN Rt£zDwEs spur. .)
165 - 6'-2" - 6'-0" 5'-6" 9'-9" 9'--4" 2 i 2" 2 314" B)sECNONs(i)c(2)ON DIM GROUPS ChM 6£CONNED AND �r a
170 - 5,-11, - 5'--8" 5'-4" 9'-7" 9'-3" 2 f 2" 2 31'4' MOST 8E YAxEx rxL toIrEST sPAx.
175 - 5'-6" - 5'-4" 5'-2" 9'-5" 9`-t" 2 7 2" 2 J/4
180 - 5'-2" - 4'-11" 5'-0" 9'-4" - 9'-0" 2 1/
2" 2 3,14'
f85 - 4,-10" - 4'-7" 4'-10" 9•-0" _ - 8'-11" 2 1 2" 2 J 4" PRODUCCR[i1
190 - 4'-5" - 4'-2" 4'-9" 8'-10" 8'-9" 2 112' 2 3 4" ascumpiyingtvi
195 - 4'-f" - 3'-10" 4'-8" 8'-6" - 8'-6" 2 1 2 2 J 4" Building Code
200 - 3'-6" - 3'-6- 4'-7" 8'-0" - 8`-0" 2 fl2 2 3 4" 11ExeptarteePlorl
E3xpi ,nn Date;
H l
Da n
L :
DATE: 12-:
F.E
(111gh Velocity
DWG UO:f 2-2
SHEET 6
in
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m
r I t.NS(ALL4TTON AT TCP iNSTAI.L.AWN AT TOP MOUtJ1TNG INSUUATiONJ t + r,iotMTINC ois-rn_Vmati INSTALIATIQN AT TOP INSTAUATION AT TOP �w ai
OR BOTTOM OR SOTTOM AT TOP OR BOTTOM { E AT TOP OR BOTTOM OR 60TTOh! OR BOTTOM n it �
DESI{IM 5 ,- MAXIMUM hA%C/.Uh! NA%iMUM
OE5n;FJ {SECfFONa e 711RU f5}'SEL�iOWS 5 THRV 8} OFSIGN + (SECTIONS 1,2 do,) i DESIGN (SECTIONS 3 & 4} DFSICIN (SECTIONS`v TI1RU $} SECTIONS 5 711RU $) � ,y
{f4 co�mR:-le} Ile wsoYrm . lte cw:sResti (la COucoCtc, #a (to co ceutj (To tt4scufro
LOAD"i" °.__.__.. (_.:..._ ... ._�....__...._.__ LGAO '15 I.._..._.._......, ....._-.__. + t.OAD�N'" ._......._._._.�-.-. LOAD W' _ _ �
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AILGWEe a"«a• AILO'ricOA!Lgwcc N-B' ALLOIKO, In
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9 9 9 9 + 9 9 9 9 9 9 { 9 9 9 9 9 9 9 ^9 ) o
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9 9 T9 �P 9 9- ' 3 9 9 9 9 9 9 9 9 9 .9 9 2
9 9 9 9 7 5 9 7.6 f 9 9 6.5 9 `9 9 9 Y J.5
9 9 d 9 9 9 9 9 9 9 9 9 9 9 9 9 .9 7.5
FROM FROM ..�." FROM _ FROM _ -----
>30.0
>30.0 TO 60,0 9 9 9 9 4 7 53010 TO KW _ y � ?g ......5._ >30.0 70 60.0 9 9 6 >30.0 TO 60.4
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9 9 9 9 S + 5.5 4 5.5 5 9 % d,5
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FROM - - FROM FROM FROM
>80.0 TO 94.0 9 9 n/o 9 6.5 n/o >80.0 TO 90,0 9 7 6.5 >60.0 TO 90.0 9 9 6 >80.0 TO 90.4 9 6 9 5.59 9 n/a 9 5 nja a.6 5 4.5 9 6 4 9 5 9 a nja
9 9 a/c 7 3 rs/o 7.5 4.5 4.5 9 5.5 J.5 6 3.5 7$ nja nfa
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>90.0 TO 100,0 9 6 { n/o 9 6 n/a >90,0 TO 140,0 9 6,5 6 >90.0 TO f00,0 9 6 5.5 >90.0 TO 100.0 9 S 5 9 4 nja
9 Y a/c g 4.5 4/0 8 . ILIM
17 1 Q.5 9-` 5..5 J.5 J 9 ? d 9 3 njo
9 a V. 5,5 nja /a 6.5 4 ` r!Ja 1 9 t 4.5 1 3.5 i n 4 ala S a/c nja '�
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FROM a- __._ _ FROM -- FROM FROM
?124.0 TO 140.0 W 8 J,5 nja 7.5 4.5v njn ?120.0 TO 140,0 S 5 n,/> 5120,0 TO 140,0 4 6 s.5 >12CL0 TO I40.0 9 d J 5 nja nja io
7 a n/a 5,,, 3 n/a 5.5 3,5 n/a 6.5 44 7 S 3.5 2.5 5,5 njo n/a
9 S n/a 3e 0/0 nJa 5 3.5 11/0 5 3.5 3 7 n/a njn rr/a njo nJa
FROM FROM - FROM FROM / _p`.�I�_'3•i•,
>f40.0 to 160.0 6.5 3.5 n/o 6 4 nJa ?140.0 TO 164,0 7 5.0 nfa >14O.O CO 160.4 A.5 5 4.5 >140.0 TO 160.0 9 J n/o 4.8 0/0 n/a
B.5 i I n/o a J n/o 5 3.5 njo 5.5 .7.5 3 Aa 1,5 n/a 3.5 n10 n/o � '1
7.5 .5 4/0 1/a n/o njo 4 J,5 n/a 5 J nJo 5 njo njo 0/0 nja n/a
FROM FROM ^� FROM FROIe
>160.0 TO 180.0 6 3 n/a S 4 n/o >160.0 TO 160.0 6.5 nja nja i >160,0 TO T60,0 7.5 4.5 4 >160.0 TO 160.0 7 n/c nja 3.5 A/c 4/0
6 6 fl/0 3.5 J 4/0 4,5 n/a 5 J 2.5 6 T/O + n/o 25 n/a nfa PROIIC{C!'RBT
ofa
as aaalpiyiagai
9 nfa n/a d n/a nJo 4X njo nja d,5 J r7/a 4 nfo n/a n/o t{/o nja Bui(dio(TCoda
FROM FROM FROM FROM Acceptance No
>180.0 TO 200.0 9 n/a n/a J.5 4/0 nfa ?180,0 TO 204,0 65 nja nja 51$0.0 TO 200.0 7 4 nJa 51$4,0 T4 204.0 5.5 n/a ajc r?la nJo n/a 11 t
Cxpl aTioADBlc1
9 n/a njo J.5 nja n/a 4.5 n/a nja d,5 J n/a 5n/a n/o n/a r n/e
By
MAXIMUM ANCHOR SPACINGS FOR TAPCON, MAXI-SET Mt (DBd
TAPCONS OR CRETE-FLEX SS4 ARC VAtJO FOR 3 1/2'
EDGE 014tAHCE, FOR EDGE DISTANCE tESS THAN 3
1/2% REDUCE ANCHOR SPACING BY MULTIPLYING
SPACtHG GIVEN ON SCHEOULE BY THE BELLOW
FACTORS THE MINIMUM EDGE DISTANCE FOR CALK-IN SCALE:
ANCI+OFZ5 IS 2 1 7",THF MINIMUM ANCHO13 52AM CTAT[: 12-
FOR TAa 6' -SET TAECONS OR OETF-F E X C
S¢4 15 3"0.0, �(Fu. N AN-ICNORA
.ANCHOR LEGCNO k •+'
EXISTING E. D. FACTOR rMca1:0r' _ QIt(JI1 Velocity
3,. .90 CRI ETC-FLEX SS4
L ovaG No:12-2
-74
z" 50 ____..._._.. SHEET 7