HomeMy WebLinkAboutProduct Approval Property Information Building Information
Owner: Thomas Slivinsky q Wind Zone: 150 MPH.
Address: 20 San Luis Obispo Exposure Category: B
Ft Pierce„FI 34951 Minimum Building Dimension: 24 ft.
Mean Roof Height: 15A.
Risk Category:. I1
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
E1 End 53 55 7 27.2 -35.6
... __ .. ......... . .._._...._. _....._.. _ ...__.... . _...... _ ...__ _.._._ .-_... .__ __..
2 Int 26 39 7 28.5 31.0
......... .. .... ....... _ ......._..... ... ........ _..... -
3 Int 26 39 7 28.5 -31.0
....._..... ......... ......... _..... _....
_ _...._ . . _...._.. _ _... _:_.... ._. .__.. .
4 -Int 74 55 7 26.6 -29.0-
_ _.. ... ... .... . ... . ... ......... .._._........ __.. _...__.
5 Int 115 82 7 25.1 _. 27.5.
_........ . ....... ....... ........... __.._._ _-: . .._. ........ ._ . ........
6 End 100 82 7 25.3 31.8
_._.. . ..___. ............ ._......
..... _. ... ._ .... _..._.. - —
7 End 108 .82 7 25.2 -31.5
........ ...._.._ _ ...___._. . __ .. .......... _ ...__... . ......: .. . -_. _.._. __.._... ...
8 Int 53 55 7 27.2 29.7
_.__.... .. _.-- ......... ........ _... ..... ...... . .. ...._ ......... ___ ...... ... ..... . . _..... ... ......_. ........_............_...--
9 Int 53 55 7 27.2 29.7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5t1?Edition(2014)Florida Berilding Code.
Page 1'of 1
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' essllld a ;Product Approval
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F"Wi::, c;:...:.: T .,,,,:::rie: > �,.;:,... a;rn_:ori..,::S,-a'ar:_>iita,l%'<,.ion :.>Application Detail
- FL# •FL13757-R5
%,.�.... �..... Application-Type - `Revision '
Code Version" , 02,4
-Application Status Approved
Comments `
Archived
Product:Manufacturer Towh,anCount�y�Idustries,
Address/Phone/Email 400'West McNe6 Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Tech nical.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" utters
-
Subcategory'Subcategory %A_tcocdio_n_' r
Compliance Method Evaluation Repoorida Registered Architect or a Licensed'
Florida Piofessiona ]ghee
:Evaluation Repo H co 'Received
Florida.:Engineer orArchitect Name who Frank.L. Bennardo,.P.E. a.
developed.the.Evaluation Report
Florida License PE-0046549 .
'Quality Assurance.Entity National Accredrtation-& M.I_tute
Quality,_Assurance Contract'Explration:Date 12/31/2016
M
Validated By ORLANDO L.:BLANCO, P.E. "
Z,;'Validation Checklist- Hardcopy Recer
Certificate of Independence 'FL13757 Z5 C61.IndeC 2.odf. I
FLa.3757 7R5 CC3' Index 3:odf ti
Fr R5 CO! nci epk`
Referenced Standard and Year:(of'Standard) Standard. . Year
ASTW E1886. 2006
ASTM E1996 2005
ASTM"E330 2002
http://www..floridabuildino,.org/pr/pr_app_dil.aspx.-.,p =wGEVXQwtDgvgk7yHlVluovbm... 8/3/2015
rlorlda Building Code UnAine Page 2 of.3
TAS 201 1994
TAS 202 1994
TAS 203 . 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015 .
Date Pending'FBC Approval 05/06/2015
Date Approved 06/22/2015
............._.._....._......-.............................._.....__......._...................................---.....- -----._................_._._.-_.....-............._...................._.._........_._........._.............................._.........---------.._................---...._.—_._.......
Summary
of Products
FL# Mr
odel, Number oName Description
13757.1 6.8 Accordion Shutter IlLarge,Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes N-1.3757 R5 11 D1,,,!g'.
i;:;:.
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: See installation drawings for.allowable F[.. 37!`,7 r:5 A-: i_;,;: .
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
d.
13757 2 08'Sfreamline;:Shtitter IlLarge Missile Impact Resistant Accordion.Shutter System
Limits of.-Use Installation Instructions
Approved for use in HVHZ:Yes =Li ? R,5 11 D ra 2. of
-..._.__.._...__-.------_.__...._._.
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:See installation drawings for allowable FL:_z757 r.7 Ac Ev2. 7_ df.
span/pressure combinations and additional limitations of: Created.by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level
"E"for use with essential facilities and wind zone 4
applications.
Limits of-Use Installation.Instructions .
Approved,for,use in HVHZ:'No =L._I'77_ `..._-`._ ;. __-.%.:.i2c!'
Approved for=use-outside•HVHZ:Yes -- Verified By::Frank L.-Bennardo-PE-0046549
Impact Resistant:Yes Created-by-Independent Third Party: Yes
:Design.Pressure:-+110/-128 Evaluation Reports.
Other: See product;drawing'-for additional information, FL1'757 R5 Ac Evai 3.rdf
anchorage, etc. VCreated-by:Independent ThirdParty: Yes
-
Contact Us.::1940 North.Monroe,Street,Tallahassee FL 32399 Phone:850-487-1824
.The State of Florida is in 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 a-mail address released imTesponse 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 anyquestions,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.lf they have one.The emails provided maybe 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:
htu :%/ivivw,.floridabuilding.orc,/pr/pr app_dtl.aspx?param=wGEVXQwtDgygk7yHMuo.vbm... 8/3/2015
6.8 STREAMLINE SHUTTER
M E.
GENERAL NOTES FOR USE WITHIN AND OUTSIDE THE HVHZ
1. - THIS.SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITFI THE FLORIDA BUILDING N0.4GJ
CODE,FOR.USE WITHIN AND.OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODEIIB,))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM uhallil7Eo WIDTH
MEETS MISSILE LEVEL,,"D"ANDAN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09.-. II - -. II ' 'd'. t(wD
SEE PRODUCT EVALUATION REPORT FOR MORE.INFORMATION. I sEdION
2. .POSITIVE AND NEGATIVE.DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE <�
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE:PRESSURE � :'& '
RE1p REMENTS AS DETERMINED IN ACCORDANCE WITH.ASCE 7-10 AND CHAPTER 1609 OF THE -TOP TRA�(!q� 1U
FLOT2IDA BUILDING CODE SHALL BE LESS.THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN J 1 �0.R
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w3. TESTINGWAS CONDUCTED 1N ACCORDANCE WITH TAS 201/202 203 AND ASTM E1886.E1996/E330..4.. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T(STED PRESSURES DI�IDEDBY A 1.5oSAFETY FACTOR. ew5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 4ZONES,IN.A000RDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY,CODE UNLESSOPTIONALPLAN view 3CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. -6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHESE PRODUCTS:WIND a0�3 x
LOAD DURATION FACTOR Cd=.1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o w
7., DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE v❑ °o
I DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR «i a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED. r
8 SITE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a n
n
9: THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL:USE OF THESE APPROVAL DOCUMENTS,SHALL COMPLY WITH CHAPTER THESE 1
THESE 23 THE FLORIDA ADMINISTRATIVE CODE: w
a 10. APPROVAL DOCUMENTS.DEVIATE SUITABLE TO DI APPLIED BY THE CONTRACTOR PROVIDED THE. o
CONTRACTOR'DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR I«-V
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 5<O m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ❑DOCU � «�'
WHEN THE
S. HURRICANE PROTECTION Z�`z a
12. WHEN THE SITE CONDITIONS SITE S E FROM THESE APPROVAL DOCUMENTS;THE BUILDING. -BOTTOM
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND
m SEALED BY A LICENSED ENGINEER 00:REGISTEREDARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK = I^o
DEVIATION.'ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE W
13. .EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F�LLOWING MINIMUM TYPICAL PLAN VIEWS o'g
INFORMATION: TOWN 8,COUNTRY INDUSTRIES a
- FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL.D-ASTM.E1886�,E1996&E33o . �1 SHUTTER ELEVATION
TAS 201,202&203
ti FLORIDA BUILDING CODE APPROVED1 M.T.S. EXTERIOR ELev
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N•,WITH A MINIMUM Fy OF 25 TABLE 2:
I5. ALLi BOLTSAND WASHERS(EXCLUDING INSTALLATION).SHALL BE.STAINLESS STEEL WITH A. MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.;U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM:ALLOY,
16, ALL SHUTTERS SHALL HAVE.A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ . FACILITIES
17. .TOP AND BOTTOM DETAILS MAY 6E INTERCHANGED AS FIELD CONDITIONS REQUIRE. rqqq
0 18. ..FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER ,'� pBa
- 19. MOUNTING EXTRUSIONS MAY BE BENT.TO FORM A CURVE WITH A MIN.RADIUS OF 10". gpgN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS _ as��p`J3 0
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.. <30'ABOVE >30'ABOVE s 30'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT.WITH ALUMINUM SHALL BE PAINTED OR PLATED..'.
m GRADE GRADE GRADE GRADE ,' v16
22: SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. --
23. SEALANT SHALL BE USED ON ANCHORS OR )RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 7Z' 2-114" 1-518" .2-3/B" _ 1.518" hg
99 3-1/2". 1-718". 3-5/8" 1-718" B g
TABLE,i: � ?�
p ' TABLE 1 NOTES: 120" ,, 4•1!8" _ 2". 4-114" 2" d
S 1. DESIGN PRESSURES SHOWN IN"ACCORDION -
e ACCO♦?DION SHUTTER 144" . 4-7/8 2" , s" 2"
3 SHUTTER SPAN SCHEDULE' ARE �1 g
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: _ 3 n ?ay S^ e
SPAN SCHEDULE - AT EACH RESPECTIVE SHUTTER SPAN.- 1. HVHZ:DEFINED AS hllAhll-DADE COUNTY AND BROWARD COUNTY FLORIDA. - G:WYNpfI F[Wd(L BEbNAWP.E
2. LINEAR INTERPOLATION BETWEEN SHUTTER 2.- AGN-HvFiz:DEFINED AS ALL LOCATIONS OTHER THAN,MIA141-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE L t • 15-2339
€ SHUTTER DESIGN. .DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _
s SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
IPSF P8F DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". - PAGE DESCRIPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITII SPANS LESS THAN 30"SHALL
7T' 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
N 99" 70 70ABOVE GRADE,
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 19 NOT PERMITTED:FOR SPANS BETWEEN THOSE c�
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THEMEXT HIGHER SPAN SHALL.BE USED,
n 144" 436.- 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14
E1996-09.
itf HyEO{�p_59H�YRDO P..
PROJECTION VARIES
0.115"2.874"" 4.874"MAX,
0.062" 0.450" -1 0.0801,
rt o a.
0.125". 1.75}8" 0.100" 1.8301' 0.062"
ry 1.708" 0.100" --t- 0.080" 0.063" r• � " {:1 Ep
,.; •0.195" 2.820" $TE tp
0.195" 0.096" �0 63" 0.070" ry .�._ 0.060"- w M1 `..°>
t----T- _..-'-1'. .. 0.0G2"
0.125" t 0" 0.630" -1.943"� I .y',(Cy`,` Rt.M ,• a
0.062" -L j,. 0.143" D.096"
a 0.630" I '
yeti. ,_ -1-^' .069"-� f '0.971" 0.971"j 0.143" 7fJJ �y11 yah n
.� LD•200„ �"
00601, 0.06 1. 70" „ 0.630" ! I> tU o
0.062" _ 0:062" 0.200" / 0.630" j 0.06'-r-HL , 0.O6Z ijl It ¢ 19<o
1.069"
SUPPORT LEG OPTIONAL �-• -� 0.062 11 '1.069"-� 0.062" 0.200" W w t�z
5.745"MAX. 1.069" m
5:745'MAX. d x
WALL 1 2 BUILD OUT. WALL 3 STREAMLINE CEILIIJG TRACK4 STREAMLINE WALL TRAGIC O HEAVY HEApER/SILL LITE HEADER/SILL �w
"'SCALE:HALF SIZE O SCALE:HALF SIZE �.SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
a
' -WHERE SHOWN,SCREW BOSSES
FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS
01874+ 2.655" 0.675"
N k
F
2.195" ' --O.S L2.195" "-1.2300.060"
cl;g
2.655"
ri U7 fn� M I I fn 2.362" Z® �
N I .. O o 0.105" � � 4.8d" z
1.069"
r-4
ri (10 "' o m
.831" I N N n 4.510" C°s'�
69" 0.105" I0.075" no
1,7
ry " 0.044"0.494"L. -- - 0 075„ tJU7E:TESTED THICKNESS OF � �
0.781" 4.510"�. °
E j------ .--3.506"----� DARE METAL W O PAINT IS 0.039"
7
SILL . g SILL ADAPTER. g EXTENDED SILL- 1D EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM }3 6.8"STREAMLINE,SCAT/BLAQE [C�.
SCALES HALF SIZE
SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE "'SCALE:HALF-SIZE'"'--''
SCALE:HALF SIZE
_ .06.,0 5100.07ff Di Ss J
0.080"' 0.477 �
0.143"� D.143"-}I�. X0.245" ����I , V
. 1,708 -'�I 0.143^ 01096 D.asD" --
pp
-:-.r. 0.115 ^01080" 0.117" 0 2
.`4.753" _ `m `oma o t
d Q °
h 4.510"�. .. N ft pkv
{-0.184° ry 0.080" tF IE R
3 0.080' CWMGJO rMEf LBITIPPW PE
0.044" 0.227"
6.682--l-.14.630" 0.060" �
tt Iq' - 15-2339
NOTE:THICKNESS OF BARE - 2.822^ I---{'0.420"
NOTAL HI PAINT O 0.039" PAQE DEStRIPTioUt
�g 6.6 STREAMLINE STACK g RADIUS CEILING HEADER/SILL 17 6.B STARTER I g WALL SILL CLIP 18h WALL SILL
SCALE,HALF SIZE - SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE rT9
D 125`
EOOM �^
��� 0.610" STAINLESS STEEL r :?BO�-'-� NYLON WASHER OR
ASSEMBLY. 4 U" ALUMINUM
0 320"p HOLE w #,O.Q50" .357". �4 _
a .. 0.880' NYLON ti U a #LO x 7-3/4 410 Hi S.S. 0.276 O /
Y
A 0 D WHEEL.I .-i O 0.1P �20"o INSERTS 'SCREW W/TC ULTRACOTE
1 INTO COATING
. I 1.100"=-{ h0.240 I .. I r. TRACK (TYP TOP&BOlTOt4) N 0-062" I Sg;$ A {Qq�al ml�p
'1--TYP.AT EVERY OTHER1 I I NYLON BUSIIING W/WASHER: -1-' �i�'`• ;Ih � z
=5 MAX =j NSID J01NT AT TOP 0.870 1-�-�0.750` 7/16'p x 1/Lo INTERIOR OWI BOTTOM 0� 154"-I• '0.137° /' � �,,
CYLINDER-SOLID BRASS,NICKEL PLATED - /
1 g :ANGLE EITHER CAN BE USED ON EXTERIOR -
O,- .HOUSING-ZINC DICAST,POWDER COATED w
22 ROLLER ASSEMBLY > S
SCALEi HALF SIZE _ O-S GALE HALF=SIZE NOTE: MAY BE KEY OPERATED OUTSIDE O BUSHING ASSEMBLY DETAIL O BOX CENTER.INSERTZ.0
OR KEY/THUMB TURN OPERATED INSIDE 2 SCALE:HALF SIZE - 2 SCALE:HALF SIZE '7 w m$uZj°
0.250" `1 - ' = L N 9 a 3 Z
23 _BRASS PUSH LOCK Wr m
SCALE HALF SIZE N a
R0.155"
tD
RO.SOO" - .00011-"- 0 28 2.125" O g
0.500" - 1.603". a
1.9]8"
_ - A2�1
0' 6,.0.623" 0 1.224" 0.2670.090" 0.319" 530.531"0.064"121.-
?2"-t O.2B 6 -r o
0. O
o o L: A
0.607 c 0.607"
. d 0.224" 0. � _ ry
2.750" 0 060" I 0vl n w m n a vl rn
�-;--2000 0.240. -� to
�.' -1-� I1Cm27 RAINGUARD P8 DECORATIVE FLOOR TRACK' _ 6 1-1 =1- o� g
'
SCALE,HALF SIZE - SCALE.HALF SIZE V _. 0.160"-{ 0. 62" 62 - - "i I- 10.240"" " _ �� U
_ _ 0.222 r -
1 001 0 0,0 0.062 -0.176
'e { 3D^UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
V - O>SCALE•=HALF SIZE' SCALE:HALF SIZE SCALE:HALF SIZE o
c 3 0
-11-0,062"
5.500'x 13/16"WIDE 0.400" v
7/16"0 STAINLESS '�• °
R I _ STEEL NUT'
30 v.-- 44444 1111
R n. 0.125
S 0.188" n.w 0,438„
TYP• 5/16- xi MACHINE SCREW oa
$ 5/I6"0 IMIERNAL STAINLESS STEEL
• ' ti^-=4.500" f 0.689" POWDER COATED ZINC DIE-CAST THREAD
w HEAD STYLE VARIES ?a _
SECTION ,A 1.050"] n
I�TA.I�ODEL 2oza� 38 T LOCK ADAPTER'. 37 T-SCREW INSERT 38 THUMB SCREW
° D STR AAII.-SYSTE S O. O M om
(OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE n e
35 BOX•LOCK:.: SCALE:HALF SIZEw N o O.2s4" 40a 406 40c ---
- SCALEf HALF,SIZE ` 1°-319 END STRIP 1" ,si ,
2.000"
1.625^-1 {--1.s00"-� - -1 r0.lzs" e
- I SCALE HALF SIZE p
0.00.125"
0.093"j0.125" d dF'S
o o 0.125"'
W P1PJa'IR FRAlit L A FIdUJNO PE.
0.093" 15-2339
' 0.250" O., ry 0.085" rvi .
E
1 I SCALE:. ..
PADE DESCRIPTION,
Y
7.000,
@)2X7 ANGLE 20':ALT. t-"..CND STRIP @21)1.5"x3"x0.093" ANGLE 25 2"x3"x0.125°..ANGLE °��
C SCALE:HALF SIZE _ ALF SIZE - SCALE.HALF SIZE SCALE:HALF SIZE
SCALE H
a
..... . .: pFL a ypR
NP�UIo{¢!�r}y9�17AR00,P.E.
ANY ANCHOR PER ANCHOR EDGE, GIST.
,,.,,��•pp ..pp..��.pp TQ' /iii
SCHEDULE L7 1B"D.C. - EXISTING •OV}'1�1Y �
DIST,
GLAZING SEE ENDS TRIP
SCHEDULE FOR M
SPAN WHEN USIt + C
n A .ANGLE EMBE - yq�z+v 20,40a,40b OR
( - LEG D REC170N 1/4" OR 6.8 STARTER •. TA •:
EMBED. 17 ,�� (INTERIOR) _ t� _ Ey
17 kC 17 MAX. WITH 21 OR 25, Itlm•�I4
MIN.0.062"THICK 6063-T6 ALUM. 21 25
1 30•. _ ANGLE 1"x 1 MIN TO 2"x 5"MAX. t
EDGE (ANGLE LEG MAY BE REVERSED) a FASTEN ANGLE TO TRACK W/ ��.�1yy yah uj
DIST. f'l AI•IY ANCHOR PER Af ICHOR CORNER,TOP&BOTTOM;AND ¢ LL z
ATTACH TO 6.8 STARTER W/ t t0 w
13 13 ¢} o
13 13 #12 x 1/2"GALVANt ZED OR S.S.SMS, #12 x 1/2"GALVANIZE.
S.S.SMS.311b" ALUM.PO FOPN+Q 7i b
3/16 0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 14ACHINE W m`}
I' 6'66 1T.YP.t - 36
USE(1}BRASS PUSH LOCK ort(1} MACHINE BOLT a NUT @ 1$"o.c. ALTERNATE END STRIP DETAIL BOLT NUT 0 18"D.C. a Y
NTH 6.8 STARTER AND.ANGLE
gg (EXTERIOR) 5116.18 THUMB SCREW INTO THREADED ANY TRACK dJ% w''
d - INSERT 37 AT 113 SPAN TO 2/3 SPAN SCALE.3"=1'=0" SCREW BOSSES. D'K
- FROM$D, OM OF SHUTTER.RECEIVING END STRIP SCHEDULE �/ ¢
TYPICAL PLAN .VIEW HOLE SHALL BE 318"T-IAX WIDTH,UP TO PSF SPA
SCALE 3'=1'-0" 1"HEIGHT.? 62 08•' u.
1"Bio(2 T9 0
m 2 94'„
2 90
US it BRASS PUSH LOCK - 2 5'
6 SEE ENO STRIP
OR 1 5/16'18 THUM8 LOCKING DETAILS FOR 2"810(3.T) 295'
INSERT I 7DAT 113 SPAN - 40 .. w
8 CENTER MATES 2 89' SCHEDULE FOR MAX
3 0 2/3 AN FROM` - 'SHOWN ON RANDOM 3 ry SPAN WHEN USING
-' BOTTOM OF SHUT'(ER. 9Bt0(4,7'9—62_ &6" F-
.d RECEIVING HOLE SHALL BE 36 13 'DETAILS 2 79' g 1/q OR 6.8 STARTER
40[, y Ex. d m
/8"MAX WIOTH,OPT a2 101 31" h1AX, WITH 21 OR 25.
H£tGHT. 30 ALT.1"Di0 62 i0" g'o - p zm�= rt I
40 M1O USE APPROPRIATE v
3 STARTER STRIP 70
1.5"z3" 45 03'• 20 PROVIDE CLOSURE w
13 _ - FOR
IF —— — x0.099" 57 53 BUILDING CONDITIONS. 3 g
•3 2t 4 8i FASTEN STARTER STRIP •Q. !T
.01 TO' I
- , 73 � 3(INSDE) 7r CRE TRACK
SAT CORNER,TOP
B23" 5 09
.
IT,BOTTOM
x0,125~ z9ALTERNATE END STRIP DETAIL
iv 7 " SCALE.3"=V-0" ANY TRACK W/SCREW
6 23
u1 0 20" BOSSES.
116'
70 1
SILL "' 12 ER FOR GAEATSPARS OR LOADS THAN y'
W SHOWN IH END STRIP SCHEDULE,END " II
I 1 57AiFS REQwRE A I'XI-.090'CLIP ANGLE }
In FIID SPAN USING ANY ANCIlOR OI1714E EXISTING GLASS �a
• j Z ANCHOR SCIIEDULE t,91401.1"TEK
SCREW OR 114.20 DOLT TO EHD STAM - - gg
30 USE(1I BRASS PUSH LOCK ((ASIDE
:I US t11 BRASS PUSH LOCK OR{t)5f16-16 THUMB )
OR 1)5/16-18 THUMB 13 d�¢¢ $,CREW I O THREADED s
30 ¢h ,I SERT 37 AT 1/3 SPAN SILL 7 a S3 S�Tr -�
SCgE7.�I0 THR ADED TO 2t3 PAN FROM .CI
INSERT.O7}AT 1/ SPAN 1=�� BOTTOM OF SHUTTER
TO 2/3 S'P'AN FRROM yyyy
BOTTOM OF SHUT'kER. (OUTSIDE) � �� $
RECEIVING HOLES ALL BE D`
3/8"MAX WIDTH,UP T
. � 1'.'HEIGHT:- Z3 �_ t
g
TYPICAL.OUTSIDE CORNER CLOSURE 35 30 CC1 DETAILS'WO CORNER POST " - - -- - —- 9&�1 W!>W
> 30 07PThGHi ttWMLFEtaUW70PE
NTS - 73 \ 31 3215 13 23 (OUTSIDE) 15-2339
_ \`c-SILL USE 11)130X LOCK AT 1/3 SCALE.
FADE DESCRIPRONS
SPAN TO 213 SPAN FROM
s BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSUREaF'J X99
h DETAILS WOfCORNEft POST I MULTIPLE SHUTTER ASSEMBLY CC2 f'�
E
NTS el SCALE+3"=1'-0"
n •vnI
i
.. - REFERENCE ANCHOR• - EXISTING HOST 1,9P..�
Ci CO0N TE
\\\\` P /y
SSCHEDULE FOR MAX. STRUCTURE
/17'
Cl CONNECTION TYPE
1/4=20 hIACHRJE BOLT =
- _ - C TYP.TOP&BO
' REFERENCE ANCHOR 1/2" W/NUT I@ 12"O.C.OR = _
SCHEDULE FOR MAX. ®: ,.N14 SI•IS,C°1 6"O.C.
i• A SPA ING 1/2' ( TTOM) TA nF z
2 FASTENERS ALUM. TUBE 1 �O•, ADZ
w
"6063=.T6 ALLOY.
.EACH ANGLE SEE IA@LC`g FOR SIZE. a o f-.
66 J Z ''''/x/I�'uu �\\O
1"x 2"x 1/e I ALTERNATE THRU BOLTRNATE THRU BOLT lsJJf_ _
OR 2"x 2".x 1/8 I' I C1 CONNECTION TYPE o G_ w=
ALUM.ANGLE �I° } r _ REFERENCE ANCHOR MN.GLASS fx¢w >¢V f�7 a
•13 - SCHEDULE FOR MAX. SEPARATION 13 Fw- v_ a w Z d
THREE 3/16"f7 ALUM. ° ! I is '� I _ SPACING - PER TABLE 2 - 1--
a z w Z ry O g w
POP RIVETS OR GLASS z a m W W "a•-f 5
THREE$12 SMS,TYP: °. 17 ' I I I OR DOOR—� vl m m a 3 w
ALUM.PbP 1 ti �� a=W~ v)�
- 17 RIVET OR 012 SMS ,J
II I
TABLEA(Gp. (nl1e D.C.(TYP.I s�o OR
sZj a�w Q ..
PRESSURE'x ALLOWABLE LENGTH _ J _ Y`h O x ,
MAY USE MALE OR x
PSF 2°NO2°Bx/fo8 3 No W"
FEMALE LOCK-SLAT m o -
..62 130°', 188'.. 13 - -
L' ALTERNATE THRU BOLT F41 1/4"MAX.FROM PIN
- CS CONNECTION TYPE
72 _ 124" 179" TYPICAL CORNER CL05URE DETAILS REFERENCE ANCHOR C7 CONNECTION TYPE GUIDE TO BUSHING
CC3 REFERENCE ANCHOR F- - WASHER ITYP.) N y
172"_-,� � O NTS � I - SCHEDULE FOR MAX, � SCHEDULE
- SPACING
d _ 92. . .. .114".. .165".._. - II I I 1 K$ m
., 102 110-
160"
11N xLE T• TUBECONNECTION
9 NEC ra
gg�1 FOR MAX.
SMS
q f20 .,101", 147' .. ANGLE B
0 CON TIOIJ
J. 2"x2"x 125"
150 g7'. 13I" ,TABLE B�(CC4) .. EXISTING HOST EMBED. 6063-T6 ALUM.TUBE m 3 m tL
STRUCTURE 5 CONNECTION TYPE ®?v
200 88' :114, - -,PRESSURE VS ALLOWABLE LENGTH. g7
- 2"s2"xl�8' 3'x3"xt//B' EDGE DISTANCE REFERENCE ANCHOR <`�
_ PSF .1YIRI B/0 WITH B/0 SCHEDULE FOR MAX. l E
SPACING •.(� w
' 62. 113" 166" J S
72. 107"... 1S7",. ,.. ER @C8„C.C. ALTERNATE BU N a o g
FASTENCb ILD OUT MOUNT.SECTIO
(USE ANY HO IOWN
' S - .82 101" ,147" IN ANCHOR SCHEDULEI. SCALE 3"=1'-0" - v I-i
¢ _92, 95° 139'.
102 _
9D; 132° T
h .. 120 �.83',-. 122".
- 150. 747 ...109" / w l
200 64i .. 94° pj Fr-J i^ ...
.3/16 RIVET OR 012 SMS j 09D"6063-T6 FIN G 13 F" tn w o `
? 0 1d'.D.C. OR 1/4-2 � ALUM.TUBE TYP: � �� LASS 7
17 ' EPARATION S Z u o 6'R
NUT&BOLT(TYP 1 a F°� PER TABLE N w a 333
' - 3/16'•d,GLUt-1.POP 'I a 2 °i^-+ °159 1r1C
ALUM. TUBE RIVET OR#12 SMS F. GLASS X 2 0 Z Q g6
Y OR DOOR Q R. Q �a�
6063 T6 ALLOY @)iv O.C.ITYP.) E�,g L ❑a 1--
u u
E SEE TABLE 13 FOR SIZE. - 2"x 5"x 1/8" �
1; 2 FASTENERS ALUMINUM ANG
EACH ANGLE I I LE
1"x 2"x.093';6063-T6 -
OPTIONAL NAL ANGLE INSIDE 3 76 >y4
ALUM.ANGLE,TYP. - THREE 3/16"0 ALUM. ORIENTATION TYP. - E
o POP RIVETS OR 17 17 w
17 THREE#12 SMS,TYP.OR E E�
;' x"x _ —C4 CONNECTION TYPE
9: 13 E T REFERENCE ANCHOR
y ALUM.ANGLE SCHEDULE FOR MAX. a AIN 61
6 , e
USE MALE OR FEMALE SPACING
CiP1TISIRf8P1LtL0F1HNW PE
- LOCK=SLAT � � � � 'EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAM114G 15-2339
6 SCALE! - -
(OUTSIDE) EE INSIDE SILL MOUNT SECTIO14 PASBOescUPnDN
012,x 1/2"GALVANIZED SCALE 3"=1'-0"
CC4 TYPICAL-CORNER CLOSURE.DETAILS DR S.S.SMS,R 1/4- ALUM: SIDE CLOSURE OPTIONS °.
POP RIVET,OR 1/4-20
NTs. j MACHINE BOLT&NUT SCALE,3"=V-0" "��
.. iB D.C.
i
tea,
C5 CONNECTION TYPE ae ANN IF/4
ui REFERENCE ANCHOR EXISTING •• 4 rrq
p 7 SCHEDULE FOR MAX. STRUCTURE �.O`,�,� j,,�• r
It
SPACING sl'
GLASS .-¢ow- GLASS W C1 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DOOR F u u y OR DOOR w w REFERENCE ANCHOR O W/NUT @ 12"O.C.OR .
F-umr I-w7❑ SCHEDULE FOR MAX. 19 .N14SM5-.Lol_6';O.C....-
_ 7 Q z^r _ I-w,=W W SPACING 1/p•• (TYF:.d OP&"B DTTOMI T �Fmg •'G�
13 xtq wQ- MN 13 7= JCu ••�
7/4"-20 THRU BOLT 4!/. MN ut w-� ! 'CLASS N F-z to m /2" f Q�'
GLASS. X m EPARATION l7 Q O 'RR
EPARAT) .Q=¢Q. #M4 k 1/2"SMS.@ 12"O.C. z❑z H w _
LOCK NUT @ 12"O.C.OR L F_w F- OR 3/16"0 ALUF.POP PER Q w Q U F o
12 x 1/2"SMS @ 12"O.C.E.S. PER - 101- I TABLE 2 ❑ w 5 OR �YYWW]]'',
OR 3/16"0 ALUM.POP TABLE2 w� ALUM.POIVETS P RIVETS O12/O.CO. w ❑ gOR6-/ ��// �� N3
RIVETS @ b"O.C. E.S. ,max n° Q a '9 I�tl�F1• X
R 1/4"m ALUM.POP RIVETS / '^ 11 AND 3O FLrn >U2 LL w a
@ 12"-O,C.E.S.' 1/4"MAX.FROM PIN MR GLASS
TSDN 13 w I >> Q 2m Z u
,/ FROhI PIN ASSEMBLY GUIDE TO 5 IF G U W o
O9 AND OO GUIDE TOB SHI G 1/2' TYP. PER TABLE2 F�^=p'- 'S wo
ci WASHER ITYP.) p mww Z NO
ASSEMBLY WASHER ITYP.) m ' GLASS �F z�m w lll���JJJJ ''III tR� .1
JA/2" 1/2"TYP: EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—� m
BLOCK OR WOOD FRAMING J<z p z
FQ- v31 r.
w
EDGE REFERENCE-ANCHOR Q ¢Q W m 3 z
/ SCHEDULE FOR MAX. 0 0 4
CONNECTION TYPE DIST. SPACING uI^ •w+O -
REFERENCE ANCHOR
D SGE. SCHEDULE FOR MAX. Q a
SPACING AS SHOWN
3 CONNECTION TYPE IN DIAGRAM ON PG:9 ~ .
m REFERENCE ANCHOR EXISTING CONCRETE, ❑ �3 O❑ o 00 6 6
w 16 m
SCHEDULE FOR MAX.. _ BLOCK OR WOOD FRAMING - -.`" L1,1 AX.FROM PIN -
r' \ SPACING.ALT.FASTENER - / _
/ LOCATION.FRONT AND El CONNECTION TYPE - GUIDE TO BUSHING
1/4"MAX.FF
BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR i/ WASHER(TYP.)
PIN GUIDE TO B SCALE i 3"=1'-0" 1 SPACIONG E FOR MAX. / 1g -.
WITH THIS LOCATION O O
BUSHING WASHER C5 CONNECTION TYPE �w m
' ITYP 1 AO INSIDE MOUNT SECTION REFERENCE ANCHOR
SCALE:3"'=1'-0" SCHEEXISTING CONCRETE, SPACING FOR MAX.
NG o e e❑m
BLOCK OR WOOD FRAFII EMBED.
/ CO BUILD OUT MOUNT SECTIONuz a
=� TYP: BOTTOM Im F
EXISTING CONCRETE, SCALE:3"=1'-0" F
BLOCK OR WOOD FRAMING �V W w
S EDGE DIST I EXISTING a
NOTE:FOR DETAILS A,B.D.AND E ON THIS SHEET. 4 CONNECTION TYPE ,STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS � REFERENCE ANCHOR EMBED. - 5:CONNECTI0N��7YPE
AIMINIMUM GAPS,
F TWO SETS OF ANCHORS AND 1SIA FiAS I 'ei ED E SCHEDULE FOR MAX. ,a REFERENCE ANCHOR „�®
MINIMUM OF-12"LONG.THE SILL OR CEILING 7 ACK w SPACING SCHEDULE FOR MAX. L��,♦:•I-
USED WITH THE BASE TRACK MUST.BE CONTINUOUS ! SPACING
H OVER,THE GAPS BETWEEN SECTIONS. 3 16
1/2"
5 _ - Ix p
ki
d - GLASS MN wi j7 w g
OR DOOR CLASS 13 F v m w-
_ w 012 Y.1/2"SMS @ 12" EPARATI p N
LL Ix w h I O.C.OR 3/16"0 ALUM. PER v=i ,p N m
F.w7❑ 'POP RIVETS @6"O.C. TABLE2 pzl- GLASS OR ti ❑ Q 5
I-mzwr OR1/4"0 ALUM.PDP G ttQ DOOR— FIN.GLA =F ztn um ����
1.9N CLASS 13 T2 ztzvu RIVETS@12"O.C. E un mL7❑aQ E
SEPARATION w ❑u C u ut PER TABLE 2 X W z 1.. o
PER TABLE 2 JC z p Z F-" -. O O _ .. u .,p a !_5 g
1/4-20 S.S.MACHINE - Q w¢Q I 7 AND
e
MAX.FROM
SCREW&NUT @ S ASSEMBLY 1/2" GUIDE TO RI IS
I/2" _ q
12"O.C. ..... .., ; P. WASHER(TYP.)
OR DOOR w w e
GLASS w O 1/4"MAX.FROM PIN
1/4"MAX,FROM PIN m w ❑ gggg
X GUIDE TO BUSHING
Cl CONNECTION TYPE 1/2"` GUIDE TO BUSHING � g$
Q —T 4 WASHER TYP.) de
X S 6 g WASHER(TYP.) EDGE REFERENCE ANCHOR O N �
= m EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. copr JRFP.W.LBBE+ARWPF.
N BLOCK OR WOOD EXISTING CONCRETE, SPAC114G AS SHOWN. - VbONNECTIQN:YvPE 15=Z33S
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 .REFERENCE ANCHOR _
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE. .
"x 3"x 1/4"CONT. 3.CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OESCRIMCNI
063-T6 ALUM.ANGLE REFERENCE ANCHOR ;.D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, ,
AY BE REVERSED SCHEDULE FOR MAX.
POP RIVETS 6"O.C. LOCATION.FRONT A14D BLOCK OR W000 FRAMING
_
SPACING O° BACK ANCHORS TIO REO'D
S SHOWN OASFIED) . OR 1/4"O ALUM.POP WITH THIS LOCATION
OWALL'MOUNT SECTIQtj RIVETS @ 12"D.C. O CEILING / INSIDE MOUNT SECTIONW-ALL'BILDOUT
SCALE.3"=l'-0" SCALE:3"=1'-0"
§ I . _ O
OF ,
SECT
i
MN GLASS •. - LII IVI ) R00 P.E.-
. yy E0
ORADOOR_ PER TABLIE 2 .. 13
F u u .. GLASS OR Ii7
DOOR b3 :.
}
Q Z GLASS OR •3 �FJ
S w< 3E
h w 0 DOOR MN.GLASS "
_ .Qw N SEPARATION * i
2 NK GLASS a w PER TABLE 2 ®�F•I
. H wwr L. SEPARATION w q w oo v
Z F ., PER TABLE 2 w Q - F moi/�'/`�( '
mz h J ;pp
zoo Fow fp >L,
13 a wtr 0( 13 zpL=J 0nF�, aW j d
_
10 z Cl.CONNECTION TYPE -• X (1OXf,1 u
ry 1/4"MAX.FROM PIN GUIDE I. u a REFERENCE ANCHOR a -'o z W ry
TO BUSHING WASHER ITYP.) 29 Q m SCHEDULE FOR MAX. E v a "w
TWO 1/4"0 WOOD � � .250" � SPACING QN 3�"--Iz. 3J
' LAG SCREWS @ 24" C4:CONNECTION-,TYPE c 7 j .250" o w
D.C.MAX.WITH.2"
THREADED PENETRATION REFERENCE AN - .l' / O
B T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX.'
r r / SPACING /UF- E 186
m EMB."T' 14 SMS 6 MIDSPAN BETWEEN IB
5TUDS FOR TRACK TO 1"x 4" - us
- 'PLYWOOD& TUBE CONNECTION - HOST T
-j EXISTING ST STRUCTURE
.. STUCCO FINISH l'!x 4"x 125 - - - - -
6063-T6 ALUM TUBE
O DECORATIVE`FLOOR TRAGIC.DETAIL OO WALL MOUNT SILL DETAIL oil
THIS DETAIL TO BE USED WHEN STUD SPACING ( 0 5
d SCALEi 3 0 1-0"
EXCEEDS THE MAX,ALLOWABLE ANCHOR SPACING. .., - ,;-�. SCALE:3"=1'-0" FTFj p M
G. WALL MOUNT SECTION THIS DETAa MAY
.O
SCALE,3"=1'-0" ALSO BE.USED - p� �r
..AT TOP. L.
Z�b Q
ACCORDION SHUTTER l E
PER PRODUCT APPROVAL F o I` -GLASS w a g
.. ' "N.GLASS,
.. _ SEPARATION OR DOOR 13 D N
PER'TABLE2 t _ o
APPLICABLE AT TOP Z I - m
n EXISTING WOOD(G=0.421
TRUSS OR RAFTER
° ':.AND/OR.BOTTOM - d 0. �, ' Q Q @ 24"MAX.O.C.
6 2'-OR 3' m I - E vai EY.ISTING FINISH '
,• MATERIAL
1/4"MAX.FROM PIN GUIDE m
/ BUSHING WASHER(T P) 2"x 5"x 1/8"6063-T6 m o§
2"x 3"x 1'e;x CONTINUOUS OR ' - 2.175" - ALUM.ANGL W/ (REll
E n a
2"x2"xYa"x CONTINUOUS 1" 3 6 1/4"ATILE TYP.)LY 1/4"0 WOOOELAG TF li w a 361'
TO
FIIJISH M...RIA SCREWS WITH 2-3/4" '! a
6061 T6 ALUMINUM ANGLE MINIMUM THREADED
3/4"PLYWOOD -
E 1; PENETR."T"IN WOOD @ 5 6 0.9"MIN.THICK 6061- ALUM TRACK X —.1/4"0 A32S GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS,
FASTENED TO ANGLE WITH 1/4 20 I '• o 'x a
ANGLE FASTENED TO OR 5/16"0 A325 GRADE THRU BOLT @ 12"O,C. 24''D.C.MAX.WHERE
MACHINE SCREWS AT 3"FROM ENDS
m EXISTING 3 KSI CONCRETE I •� G,4LV.OR S.S. ANGLE EXTENDS BEYOND eq
e, HOST STRUCTURE WITH - 'AND T O.C.FOR THE BALANCE
- LAST TRUSS MORE THANE m @
i4 %"0 ELCO ULTRACONS AT - i yet �— 1/4"0 ELC0 ULTRACON TO CONCRETE/C19U LE TO
r •3"FROM ENDS AND 4"D.C. - EXISTING CONCRETE HOST -I S"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS CC W
_
2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAB SCREW 9"D.C.W/1-7/8"
6". TTRUEXTEND ANG 0 g�
IF FOR BALANCE WITH I%q" - _ i� MIN,EMB. IN WOOD SG 0.42.TO 0.55. I~-m MO Ly}, �u qqgg y
I41N EMBEDMENT,AND 2y" MAX.DESIGN LOAD AT-5'-0"MAX SPAN: N
.9 EXISTING,CONCRETE, 13
. MIN EOGE DI"AMCE� ,:62 P:S.F. 2=Z u
STAGGERED WITH 3"t4tN. HOLLOW,BLOCK OR ;i; - '^ o I4 Q COPRiMYIFFRAWL60aI.IE.
MAX.DESIGN LOAD AT V-0°MAX SPAN: WOOD FRAMING:SEE _ p-1.-.
2"Fi s"x 1/B"CONT: Q `a 15-2339 .
SPACING,TYP. t 52 P.S.F. ANCHOR BASED N TYPE
ALUM.ANGLE(6063-T6) p
O BUILDOUT MOUNT STRUCTUREYPE OF F u SCALE:
HO SCALE:NTS (MAX.DESIGN LOAD t 72 P,S.F.1
Q PAGE fJEGCRIPTION:
PASS THRU DETAIL
Ht, TRUSS MOUNT SECTION
SCALE:3•'=1'-0"
SCALE:3"=1'-0"
i
i
EXISTING HOST ALT.LEG DIRECTION
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"14114 Aw 12'MIN FROM EDGE OF ACCORDION ROUND 4VITIDOW EMBED IN C014CRETE OR HOLLOW BLOCK,3"MINIMUMEDGE OF SHUTTER, SHUTTER BLADES ROUN 1BLY I/2" SPACING,AND 3"MINIMUM EDGE DISTANCE •�y
TOP OR BOTTOM "fITIA�X :L, /•'�
.I Y AN LES P 6 BEAM
B PER SP PER BE SC END,SIZE $
1/2" PER SPAN TUBE SCHEDULE `�A ��•
EMBED. SPAN TUBE PER
--u ACCESS HOLE 12"O.0 OR k 14 x 3/4"SMS 6"O.C.
DESIGN SCHEDULE,.. :lo��0
EDGE OF ACCORDION Z z 1/4-20 MACHINE BOLT W/NUT @ 0 b
3.5"MIN SHUTTER BLADES m Qa 1 '�� � �q�yt \��
E 4k'I'7'
TYPICAL
vl 1/2"MAX ,4 7ii7 T Lj �\lxY' U
IjILS1 W n
2.875"0 HOLE(TO RECEIVEEDGE 3 16 Z=< !II Q l7 o
ROUND WINDOW ASSEMBLY) DISTANCE n MIN.GLASS 13 �'^
MAXIMUM OF 3 WINDOWS EXISTING A 5EPARATIO14 M p W iW,XI 9 4 3 z
PER EVERY OTHER BLADE - GLASS OR o o -
DOOR
uo
LIGHT--N=.VIEW.WINDOW.. . 3"MIN Nuw owm
o EDGE rl/2"MAX w a O
8 N.T.S. EXTERIOR ELEV =O DISTANCES
?^OI 5 6
3 001 G 3 1fi TO BUSHING WA HIER iID7 P.) „�j
ACCESS
2.875"A HOLE TO X1/4-20 MACHINE BOLT W/NUT @ -
..l 1/2" HOLE 12"O.0 OR A14 x 3/4"SMS 6"O.C.
�_ - _ ' N g
-16 - .I RECEIVE ROUND SEAN TUBE PER w
WINDOW ASSEMBLY' EMBED. �I DESIGN SCHEDULE 8
1/2" (2)6063-T6 ALUMINUM
F _MAX. A14GLES.PER BEAM END,SIZE mD
EXISTING <M
'~S PER SPAN TUBE SCHEDULE O ro
6
Y `
HOST 1/4"O THRU DOLTS SEE BEAU am Q r`
€ -I STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B"F11N r0 Q
a c
b - EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
S
0.12S" 5"
SPACING,AND 3"MINIMUM EDGE DISTWI E
a0.032" 0.032"-'{ - - MAX,DESIGN LOAD=t 72 PSF
III � o
� SPAN TUBE SECTION a
0.196" u
.QS" N.T.S. VERT SECTION
h LSV
TUBE SCHEDULE 14�•_JI S
ALLOWABLE TUBE NUMBER OF 14ULIBEROF' - -_---^---
I - r MINItAUM ANGLE
LL qq TUBE SHUTTER SPAN THRU-BOLTS
ANCHORSPER - LENGTH
S y
WINDOW
SIZE SPAN TOP ___ __.__ _ ANGLE___ _ _.__ �
I IJG
' ! A BOTTOM TOP BOTTOM TOP iBOTTOM TOP 8077061 n 4`
• 1 1 SE14B TUBE TUBE TUBE TUBE TUBE , TUBE TUBE TUBE
60' 1218' 135,2" 2 2 2 3 4-
7' 5
/ 0.125.' 98"_. ..101.7' 108.9" 2 2 3 ... 9 7 _._._�• _ B
m _ _ k
E - \ 123" 09.9^ 94.4' 2 2 3 3 7" 7" j -6
2"x6"z
60" 120.1' 157.0' 2 7. 2 3 4" 7" EEE
.. /. 0.125' 96". 114.8___124.1^ __2 2 -"3-... - .a 7- 7- _
123" 1028' 109,6" 2 2 4 4 10' 10" o n
' fI ' 1 ` 60" 138.0' 198.9" 2 2 3 3 7" 7_ 04
W2.875" 03,250"� T�T O.IBB" �.- I I � 0.125" __�98" 122.7' 155.7" 2 2 3 4 7"- -_10"__
8 123" 115.4', 137.5" 2 3 .4 5 10, 17 3
I fi0' 156.1' 240.0' 2 2 3 4 7' 10-
_E
- NOR
u.. � 0.1805' 90" 140.6' 229:9__ 2 3 _4 810 -18= 11 4VIEW.:WINDOW... � 123 1322' 203.]" q 57 13 19 de
v N.T.S. SABIC PLASTICS SLX1431T.UL-94HB / SPAN TUBE SCHEDULE NOTESi CCPMWITHWULBU4WRWPl.
1. 5 x2l x1 4 -x'x 4"ANGLES FOR 2"xS"&2"z6'BEAMS. - 15-2339
2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10'BEAMS. SCALE:
4. TOP&BOTTOM BEA14FOR
0 DETAIL MAY BE USED TOGETHER OR IN COMBINATION WITH I OTHER PAGE DESCRIPTION:
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
F Z. B,LAD E.��/V V/ ROUND-WINDOW . BELOW THE BEAM.MID-SPAM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS);WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
S e.N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
n ! 6. LAP BEAMS ARE NOT ALLOWED.
8 I 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
r "
E.
ANCHOR SCHEDULE' CONCRETE '1011 °� r�,;
2 5"HIM EDGE DISTANCE
.. Spans'Up To 6 0 Scans Up Tu 8 o-3 Spans Up To 12'-0"
(1 ry LOAtl COttN TYPE - CONN TYPE- COHN TYPE
d GG�nnnn AMCNOR (pst) -
i Cl I C2 I C3 I C4 CS CI RC2- C3 1 C4 CS Cl I C2 � 63 1 6 1.CS _
- - 214 I7W:TAPCON UR EtC9 431 16.0"26 0 15 0`116.0116;0!*ifi 0 36 0 -4 0 13 4 10 0 16.0-19.5', 5.5'" 8.5" 14.5" �F \ z{
UL7RACON WtiH N3/4, 53 16 0 16.04.10.5"14.5 16.0"16.4°12 0'. 7.0" 10.5"116,0"15.0" 7.5" 4.5" 7.5' 10.5 Qty M,•'
EMHE4.{3142ps1 HlN'CONC) 62 SS O 16 0 8 5 12 5 i6 0 16 0' 9.5". 5.5_ 8S' i5A"LS-4 7 5' 9.5" 7.S" 10.5 = g / B COMBINATION
�V��
70 16 0 13.0" 7 0 ILD"16 0 IS 5' 8 0 5 0'. 7,5 it's,1S•0 7 5' 4,5' 7.5" 10.5"
100 15 0 7S" 4 5 7 5" 14.5 1S.0' 7$ 4 5" 7.S" 10.5' 15.4 7.5 4,5' 7.5" 10.5" 2 x 5(TYP. )/ 10 COMBINATION �l� yy,,
}J4"M,ILtEN(UM MILLFAST 43 16.0 16.0"15,0 36,0"16.0"16.0"16.0 9.0" 13.5"16.0" 16.0" 8.5" 5.5" 9.0" 13.5" /IjJ 7 �y� W+H e
WITH 1=314 E111SED(3275ps1 53 16,0"16.0"11.0"15.0". 15,p"15.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7,5" 9_5" O •il z yt'�-i
MIN Co.,
62 26,0"15.0" 8.5" 13.0"16.0"16.0" S.W' 5,W' 9.0" 13,5"13.5" 7.0" 4.5" 7:5" 9.5" j cUcL1 W a
70 16.0"12.0" 7.0 11.0' 16.0'14.0" 7A" 4.5" 8.0" 10.5 13.5" 7.0' 4.9_ 7.5" 9.5" G u2 x w o
100 13.5" 7.0" 4.5" 7.9' 9.5" 13;5" 7.0" 4.5" 7.5" 9,5" 13T5" 7.0': q.5" 7u5" 9.5, Ito
](4".ELCO CRETEFLEX S54 43 16.0"16:0'16.0"16.0 16.0"16.0 16.0"13.5"16.0'16,0'16.0'12.5" 8.0 13.0"16.0 - 1 x S{TY0.1 2 x S TYP.I _ W ,N-t w }'
vi/2"EMBED(33500s1 FLIM 53 16,0"16,01,1b.0".16.0":16.0"16.0"16,01,l0 0'15.5"'16A"16.0"20.0"' 6.5"' 11.0"14.0"
CONC) 62 16.0"16-0"12.5"16.0"16,01,16.0"12.5 I.W. 13:0"16.0"16.0"10.0" 6.5" 11.0"14.0" .
.. -- -10-w
._ U) J
70 16,0"16.0-11(L I6A"16.0"16.0"1D.5" 7.0" 11.5"15.0`15,01,10,0" fi.5" 32.0 I4A" •
m ... .. 100 16.0"ID.0" 6.5" iL0"14.0"16.0'.'10:0" 6,5",11.0"14.0"16.0"110.0"1 6.5" 11.0 14.0 � /Na� �
- 1"MSN EDGE DISTANCE Ei0T6 "S"INDICATES ANCHOR SCHEDULE SPACING, 't a
s .. CS C2 -C3 C4 C5. Cl C2 •C3' c4 ..cs. Cl C2" C3 c4 Cs PACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
114"1TW TAP,CON OR ELCO -43 16.0'16.0" 7_5" 8.0" 16.0"1660'16.0' 5.0 5.5" 16.0"L6.0"9.0" 3.0'" 4.0" 14.0" ' S
Gi = C2 CONNECTION TYPE USItJG PIECE 0 WITH OUTSIDE I`
ULTRACON WITH 1-3J4' 53 16.0"16.0" 5.5" 6.5" I6.0"16.0'12,0' 4.5" 16.0"14.5" 7.5' 10.0"' ANCHORS ONLY
EMBED(3192p.1 MIN COFlC) 62 16.0'15.5" 4.5" S.Y' 16.0'26:0" 9,0"' /4.0' 14.5•'14.5" T.5" 10,0" C4 CONOUTSIDE ANCHORS DELVING PIECE 6 WITH
p 70 16.0_'115' 4.0' S.0" 16 0 15 6 7.S" 11.0' 14.5' 7.5" -
. ... 1D0 14S" 7.S" f'��1�20 0 14 5 7.5_ �fj 14.0"14.5' 7-5" 20.0 - y
4S 1J4"FILLLENIUM 141LLFAST _43 16.0 16.0 ll.D"13.5"16 0 16 0 13y0" 6.5" 9.5" 16,6"13.0' 7,0' 4.0' 6.5"
0 WITH 1-3/4"ENDED(327Sp t ,53 16.0"16,01, &0" 11.01.'16.0"16.0' 9,0" 5.0 7.5: 36.0 10`5 5.5 5-5" 7.5' ANCHOR NOTES: o: 3 m
3 Cites CONCRETE}- S2 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0'.' 6.5" 11.0"iD.S" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETEREIIMING ANCHOR SPACING -a- a m
N1 Z0. 16.0" 9.5" 5.5;' 8,0" 16.0 11.5" 5.5" 5.5" 8.5" 10.5" S.5" 5.5" 7.5" _ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE c y O
" 200" 10.5" 5-5" 5.5" 7.5'! L0.5" 5.5" 5.5"' 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). - p S m
d z Id/4"HIM EDGE.DISTANCE _
. ]/4"14tL-POIflTS SOLID-SET F ' - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING-STRUCTURE MATERIAL, p x m 4 z
U ANCHOR W/7/8"EMBED&". CI.. C2 C3 C4 CS Cl C2 CS C4 CS Ci C2 C3 C4 CS - ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER'THAN OR U
- - I/4-20,55 MACHINE SCREW 16 0 16.0" 8 5 iD.5"16,0 16.0"12.0" STS' 7.5" 16.0"12.5" 6Ts' 3.0' S.o' lo.o" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTFR ANO SELECT SPAN GREATER m g
(30o0psl FIItJ COtJC)" 53 16.0"15.0" 5 5 6 9" lb p 16 0" 8.5" 4:0" ,6.0" 15.5"20,01, 5.0" 4.0"• 7A.. TNAN OR EQUAL TO SHUTTER SPAN. ,
8 fit 16.0"11.0" 5 D 7 0" 16 D 12 S" 6.5" 3S' S. 10.0"10.0" 5.0 4,0' 7,0" 3. SEE I40UNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
, . S5
70 S6,D" 90' LS" 8.0" 16.0"10,5" 5.5" 3.0" 4A" 80" 20.0 S.0" 4.0. 7A" 4, EXISTING STRVCTURE P1AY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
s .., 100 10.99 5.0 410 7.tl" SOAY 5.0" 4.0" 7,0" 10.0" 5.0" 4.0" 7:0" FRAMING. v
' i/4"ALL-POINTS SOLID-SET : 3"MIN EDGE DISTANCE _ -__ BLOCK
N4R'�Y'PF BASB SEE TYPE OF CONNECTION DETAILSTING S 0 ID
EEAND NTINCATION OF TC
ANCI IOR W/7%B'EMBED P"" •CI C2. C3 C4 t5 C3 C2 C3 C4 C5 Cl CZ c3 C4 C5 CONNECTION ON PE. R -
!/q-2055E}ACHENE SCREW, 43 15.4"16.0"i6.0'16,0"15.0"16.4'16.R"11.5"16.6 16.0"16,0"I1.4 7.0 11.0 16.4 CONNECT10E1')YPE LL�'
$ (3000psi M11JM CoNCI 53 16_0"16.0"13.5"16.0"16.0"16.0'14.0" B.S' '13.5"16.0 16.0" 0.5" S.5" 9.5 12.0 � 5, ALL CONCRETE ANCHORS SHALL DE INSTALLED TO NON-CRACKED CONCRETE hry
0 _ -
' 62 16.0"16.0"Sp.S"16.0"16.0"16.0"11.01 7.0" IIA"16.0"16.0" 0.5" 5:5" 9-5" 12.0" ONLY. -
70 I6A"15.0" 9.0" L4.0"26.0"36.0" 9.0 6A" 10.0'13.0'16.0" 8,5'" 5.5" 9.S" 22.0" 6. '.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
N
100 26 0" 8.5" 5 5 9.5" 12.0"56.0" e.S" 5.5" 9.5" 12.0"16.0 0.5" 5.5" 9.5" 12.0" IN ACCORLENGTHS DANCE
BETAS FIOTED AND p0 NORECOMMENDATIONS.
INOCIU�E 8TUCOCO OR OTHER NT
2.518"hiHi EDGE D3STAtICE -
m 314"POWERS 55 DROP-IN - ''- - - FINISHES!, r a
W1 114.20 SS BOLT AND CI .C2 C3 I. CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5
i'EMBED{3000ps!MtFI 43 16.0"L6A"14.0"26.0"26.0 36.0 14,0 8.0 12.5"16.0 14.0" 7.5 5.0" H.0" 1L.5" ',7. WHERE EXISTING STRUCTURE IS.WOOD FRAMING,WOOD FRA6IING CONDIT10N5 a 'S7 X53
CONC 53 16.0"16.0" 9.5" 14.0"16.0"16.0" 9.5 6�0" 10.0"16.0"11.5" 6.0 4.0' 7.o^ 8T0" VgRY.FIELD VERIFY THAT FASTENERS ARE INTO AUE%pI U WOgU FRAMING a `r;' 7 •is �
- ) _ MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR
• py-- -62 16.0'12.5" 7,5" i2A"16.0"14.9' 7.5" 5A"' 8.51' 11.5"11.51' 6.0' 4.0" 7.0 8.1. SIDE CLO�URE PIECES.
70 I6.0 30.0" 10.5 16.0"12,0"16.0" 4.4. 7.5" 9.0" 11.5' 6.0 4.0' 7.0' 8,0"
' 100 11.5- 6.0 4.0 7.0- 8.0 .12.5" 5.0" 4.0" 7.0' B.D" 11.5" 6.0 4A" 7.0 SA" WI � E F E x
„ • - -•• -•-- - SHELL BE LOCATED ICJ CENTEF2 OF NOhII AL 2C x 4 SMIFL)WOOD ST D 3 4"R N
Y 3.1/2"MIR EDGE DISTANCE EDGE
DISTANCE
EAP AJEEp TABLE`FOP,
HEAD.WOOD FRAMING. LAG SCREWS SHALL. _
8.' 3
y 1/4"POWERS 55 DROP-IN . ._.: - .__ _. g Y
Wj SJ4-20 SS BOLT ANb CI• .C2 �C3 .C4, CS Cl C2 C3 C4 CS CL C2 "C3 04 C5
HAVE ! ,
I"ENDED(3000pil MON 43 16.0"16.0"15.0"16.0"16.0"16.0' 14.5" 9.0 13.5 16.0 15.0 7.5 5.0 9.0 12.0 .9, MACHINE SCREWS SHALL HAVE MIMII4UM OF 112"ENGA6EMENT OF-THREADS[N 'Bg
CONC} - .53. 26.9"1616=0"50.5"15.0"16.0"S6A"Z4.6" 6.S" Z0.5 16.0 12.0" 6.0" 4A" 7.S' _B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g O5
d per-- 62 16.0"13-0" 8:0" 12.5"16.0". 15.0" B.0" 5.0 4.0" 12.0"12.0" G.0" q.0" 7.5" 0,5" HEAD(SIDEWALK BOLT),U.C.N. b 0 uLS�
.70 16.0"10S'.' 7.4" 11.0"16.0"22.5" 6.5" 4.5" .8.0" 9.5" 1.2.0" 6.011114.0"' 7.5" 8.5 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. `�' "
' 100 12:0' 6.0" 4.0" 7.5". 8.5" 12.0" 6,0: 4.0 17.5 8.5 12.0 6.0 4.0 7.5 B.5" q REMOVING NE SCREW, E
2'MIN EDGE DISTANCE - DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REE 0 ING MACH! SC EW & 11 a
` NUT OR WASHER WINGNUT.
#22 SF25 Wj 2"EYEWAtt CS. C2 C3 CA CS CS C2 C3.:C4 CS Cl CZ C3 C4 CS COPYIUONIFPAlll(LBUAWt00P.E
ARMOR INSERT W/2"EMBED q3. i6:0"16.0"11S"14.0"16.0"16.0"16.0" 7.5" SOA" 16,0"16.0" 9.0" 4.5" 6.5_13.5" It. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE: 15_2339
{2000pst MIN CONC) 53 16.0"26-0 &5"' 11.0"16.0"16.0"11.5" 5.5" 80" 16.0'14.0' 7.0" 3.5" 5.5" 10_0" - _
12. WHEN ANCHORING 1 HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO PAGE
E 62 16.0"15.0" 7 o" 9.5" 16.0"16.0" 9A" 4,5" 6.5" 14.0"14.D" 7.0" 3.5" S.5" 10.0" - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE D6stFUP7i0its
,s 70 16.0"12-01 6.0 8.0 16.0 14.5'.' 7.5" 4.0" 6.0" 10.5"14A"' 7A" 3.5" 5.5'" 10,6 CONCRETE SCREWS TO HOLLOW BLOCK
e 100 14.0" 7.0" 3.5 5.5 10.0 14.0" 7.0'.' 3.5" 5.5" 10.0"14.0" 7.0" 3,5" 5.5" 10.0"
P12 S145 W1 2.75"EYEWALL 43 16:0"16.0"16.0"26.0 I6.0 16.0"16.0'10.0"14,0'1,L L 16,0 SL5" 6.0" 9_5" 16A_' ati 1
ARMOR INSERT W/2.5° 53 16.0"16.0"12.0 16.0 16.0"16.0" 15.0' 7.5" SL0"16.0"16.0" 9.0" 5.0" 8.0" 13.0'
.. w EMBED(2000ps1 HIM CONC) 62 16.0,'16.0" 9,5" 13.5"16.0"16,0"12.5" 6.s" ,9S" 16.0"16-0" 9.0 5.0'" 8.0" 13.0"
C .70 16.0"16-0" B.0" 11.5','I6.O"I6.p" 9.5" 5.5" -
'; . ;. 100 16.0" 4A" 5,0" 8.0" 13.9'.'16.0' 9A" 5.0" 18.0" 13.6"16:0"
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3 16"MIN EDGE DISTANCE - 3.118"FEIN EDGE DISTANCE
Spans Up To 6'=0" Spans Up To 8'-3•' Spans Up TO 11"', Spans Up To 6'-0" Span s Up To Spoils Up 7p 12`•0"
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE COtIN TYPE CONN TYPE
O ANCHOR (Psf)
_ C2 C2 C3 Cd �CS CS .C2 C3 C4 C5 Ci C2 C3 C4 CS C1 C2 { C3 C4 CS Ci C2 C3 C4 CS CS C2 C3 C9 C5 z 1
5116"liY!tAPCON XL W17H 43 16.0"16.0"16.0"16.p"16,0"I6A"16.0"12.0"16.0"16,0"16.0"11.0" 7.0" 12.0"16.0 16.0 16 0"16.0"1610"1"..S6,p"16.0"125"16.0"16.0"16.0"11.5" 7.5" 22.0"16.0" "; T Uf,
1-314"EMBED(2899psi MIN 53 160"16.0'.'14.0"16.0 1b.0"16.0"14.5 9.D" 24.0"15.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"Ib,O"14.5"ifiA"16.0"ib.0"55,0" 9.0" i4.5"16.0"56:0" 9.5" 6.4" 10.5" -`�
CONC) 62 26.0"16.0"11:5"16.0"16.tl"16.0 11.5" 7.S" 12.0 1b.0"16,0" 9,0" 6.0" 10.0"12.5"160"16,0"11.5"16.0"16.0"16,0"11.5" 7.5" 12.0"16.0"L6,0" 9.5" 6.0" 10.5"13.0"
70 T6 o
00 16.0" 9.0". 6.0" 10,0"12.5"16.0" 9.0" 6.0" 10.0"12.5"1.6.0 9.0 60 100"125"16.0"B.5 16.0" 10.5"13.0"16,0"B.5" 6,0" 10.5"13.0"16.0" 9.5" G.0" 10.5" 13.0"
5116"ELCO ULT}JACON WITH ,43 16.4"16.0"26:0"16.4"I6.p"15.0"I6.q"13.5"56.0"16.0"16.4"12.0" 80" 13.5"16,0"Ib0"160"36.0"16.4"160"16_0"26.0"15.0"25.0"S6A"16.0 230 9.0 15.Oi'ffi.0W t X"ui
I-3/4"EMBED(3500ps1 Mttl 53 16_0"160 16.0"16,0" 16 0"16.0"15.5"10.0"16.0"16,0"16,0" 9.5" 6,5" 11.5"13.5"16.0"16.0"16.0"16.0"16, 160"16.0"11,0:'16.0"160"160"10,5"7.5 12S 1 0 > '
WNC) .62 16.0"15.0"22.5"16.0"56.0"16,0"12.0" H.0" 14.0"16.0"16.0" 9.5'_ 6.S" 11.5 23.5"16.0"16.0"M(Y'16.0"26.0•'26.0"13.5" 4.0" 25.0"16.4"16.0"10 5" 7.5" ILS"15.0" _ � Q{� 2 p
z y 70 16'0"16,0"10.5"16.0"16.0"16.0"10.0" 7.U" 12.0"14.5"16.0" 4:5" 6.5" 11_5"13_5"16.0"16.0"11.5"16.0"16,0"16.0"11.0" 7.5" 13.0"16.0"1.6,0"10.5" 7.5" 12.5"15;0" X4 =tag W
tOf 100 16.0" 9S" 6-5"-11.5" 56.0" 9.5" 6.5" 31.5"13.5"16.0"10.5",7.5" 12.5"15.0"16.4"iD.S" J.S 22.5 35.0 26.4 10.5"
1/4"304 55 POWERS TAPPER . 1.1/2"MIN EDGE DISTANCE _ 3"hIIN EDGE DISTAtICE
_ WII-3/4"Et40ED(3900pS1 ,,: 7C3 C2,.j C3 I C4C5 I Cl I C2 C3G4 C5 Ci C2 C3 C4 C5 Ci C2 C3 C4 CS Ci C2 C3 Cq C5 SCS C2 C3 4 C9 CS - Uf `'r_ y
MIN COt)C) 43 16.0"14.5' 6.5" 8.5" 16.0"12.5" 7.0" 4,0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" I6 0 I6 0"13.5"16A"16.0 16.0' 14 0 6 0' ]2.0"16.0"14,5 7 5' 4_5" H_0' 115" a
53 M�5f3
�4V 19,0" 9.0" 4.5' 3.U' 4,5' 9.0" 6_0" 3.0" 3.0" q.0" i6_f0'16.0" 9.5" 11_5"16.0"16.0""9.5" 0" 9:S" G,S;62 60" 3.0" 30" 4.0 :5" 7.S" S " _H.0"70 IO.tl" 6.0. 3.0 3.5 4.5 60 3.0 3.0" •1.0° 16.0".10.5" 6.5" 10.0"16.0"125" 6.5" 4.0 7.0" 9A" 120" 6�0" 4.0" 6.5'12.0 6.8" 4.0" 6.5" 8.5" 22.0" 6.0" d.0" 6.5"
N
ANCHOR SCHEDULE' HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2.112 MIN EDGE DISTANCE N•�1
pan"Up 70 6 0' pans Up 70 8'•3" Spans U To 12-0� Spans Up To 6'-0" Spans Up To e'-3" Scans Up Tp 12'-0" _
5 S H
LOAD CO,If TYPE
CONN TYPE - CONN TYPE CONI!TYPE CONN TYPE CO7JN TYPE
d O ANCHOR (psf) '"
_ x .. .... C1 C2 C3 C.. CS Cl C2 C3 C4 C5 C1 CZ C3 C4 I C5 C1 C2 C3 I C4 CS C1 C2 C3 G4 C5 Cl C2 C3 C4 CS to
ITW 7APC4N WITH 43 �0'1
7.D" 3.5" 8 5" 6.tl" 3.5" 6.0 3.51. ii.S"10.0" 5.0'" 6.S" ii_5" 8.5" 4.5" 3.0" 4.5" 8.5"_ d.S" 3.4" 4.ff' .. o O
1-1/4"E14BED 53 4.0" 7.0" 4.S" 6.0" 3.5" 5.0"
62 30•• 6.0'_ 3.5" q.0" 4.0" 4,5'• 8,0" 50" .U .6.5'_ 3.5° �3.5" 6.5" 4.0 % 3.0" 4.0" O
140 4.q" O
114"ELCO ULTRACO]!WITH 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" 1310 105 4.5" 6.0" 13.0" 4.0" (�Y--�'•
_ 1-1/4"EMBED - 53 10.5" 6.5" 10.5" 6.5" 6.5" 10.5' 6.5" 3.5" 5.0" ID.5" 6.S"; 3.5" 3.5" 6.5" A.0" 3.0"
62 8.5" 9.0" 8.5 't.5" -4.0 4.0"
7.0': 3.5" 3.5" 7.5" 4.5"' 3.0 4,0 3,0" as �-
` t 7.00 d.0'•r 30" 4.0": 3.0" 4.0" 3.0"
O114"FIILLENIUM FIILLFAS 43 12.5"1D.5" 4.0" 5.0" 12.5" 9.0" 5.0" 9_0" 5:0" 4.0" 13-y5" I1�5" 5.5" 7,5" 13.5"10_0
3 m ANCHOR W7 1-1/4"EFIBED 53 S00" 6.0" 4.0" LO_0" 5.5"j 6:0" 4.0" 11.0 6.5 4.0•' S.5"
62 B.0" 4.5" 8.5" S.p" 40 4.D" 9.0" 5,0" 5.0" 9.5"
.70 6.5" 7.0" q.0" 4.0" 7.5" 4.0"
Dn Z 100 4.0"
^ _ _ 7"_Mill EDGEDISTANCE
V - 2-ij4:t4[N E4GE DISTANCE - - - _
u" 3 114"Att=FOSNTS SOLtD•SEP --- - -- -=- .__._
ANCHOR W/7%8"EMBED& Cl. C2 •C3 L4 GS C1 :C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 �_ m
° 114-20,SS t•1ACHIti�C SCREW 43 250"13.6" 5.4"` 6.0" 25.0"110 fi.4" 3.0 40" 12.0" G.0" 30" 5.D" 56.0"18,0" 8.5" 10.0 I6�0" 16.0"
i S3 12.5" 7.5" 3.S' 4.5" 12.5" 8.0" 4.0 3,S" 8_D" 5�0"% FEN 3.5" 16.0"17.0 6.0" 8.0"_16.0"14.0 7.S" •I.p" 5.5 13.5" 9.0 d.5" 4.0" 6.5" F3 3 p
�, • 62 10.4" 5.5"•�/// 9.0" 10.5" 6.S" 3.0" 5.0" 5.0" 3.5 15.0 9.5 5.0 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.D" 4.0" 6.5" " g
70 8.5" 4 S' 3.5" 9.0" .5.5,' 4.0 S.0" 3.S" 1415" 8.0" 4.0" b.0 15.5" 9.5" 4.S"�j 4.0 7.0 9.0" 4.5'_ A.0"
100 5.0" 3.5" 5.0" 3.5" 5.0'• 3 5" 9.0 4.5 4A" 6.5" 9.0" 4.5"!' 4.0 G.5" 4.0 4.5 4.0" 6.5" E@
w - 5/16'ITVt TAPCON XL WITH _ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE tl '!
_ as/Yi [
m
1-3t4"EMBED
C1 C2 C3 CA, C5' CI C2 C3 C4 C5 CI C2 C3 C4 CS C1 C2 C3. Gt CS Ci �-C7 C3 C4 C5 C1 C2 C3 C4 CS
140" $.0"
53 15.5" 9.5" 6.0" 9.5" 15.5"1D.0 5.0 6.5 10.0" 6.5" 4.5" 4.5" p
.fit, 62 3310" 70" 4.5"
6,0" 130" 6.5"
6.5" 4.5" 4.5" a e
100 6.5" 3,0" 4.5" 4,5"' 6.5" ,4.5" 4.S " @ gg3' gygg
1-9/16"MU!EDGE DISTANCE 3.3/8"MIN EDGE DISTANCE p 7a,'
5/16"ELCO ULTRACON WITH C2 C2 .C3 C4 i C5. Cl C2. 1 CS C2 C3 C4 C5 CI C2 C3 C4 C5 CI C2 C3 C4-( CS OOPYRGt8JNJ1tL8D8URDOP.f.
2.1/4°EMBED 43 12.0"10.0" 12.0" O.S" "160" ILO"16.0"15.0" 1.5" 7.5" 15.0" 8.5" 7,0"
53 4.5" 6.0" 9.S" 6.0" 6.0" 160"10.5" 6,0/" B_5'" 16.0"13.0" 6.0" 3_0.5" 7.0" - �J-2��9 -
14.0_ 7.5 % 7.D" 14.5" 8.5" 7.0" 7.0" / SCALE:
-_ 70 6.5" 7.0" 71.5" 6.0" 0"
6,0" 12.0" 7.0" 7. / PAGE pE9CR]PT1oNt
100 7_0.• 7.0" /% 70", .
M
,� 99
n
ANCFOIORSNOTESSIIEET O
i
ANCHOR SCHEDULP: HOLLOW CONCRETE BLOCK xvt jL1�FD0`:E,
_ 2"MITI EDGE DISTANCE •�••• rI
[] ', Spans Up 70 6 Q" Spans Up To 8'•3" Spans Up To 12'-0" - �2l •'fr?.
LOAD C0t4N TYPE CONU TYPE CONN TYPE - .. ..
_ ANCHOR lPsf) Ci. C2 C3 C4 CS C1 C2 �.C3. I C4 CS- Cl C2 IC3 -C4 CS
- 922 SMS W/.2"EYE,WALL .43 i6.0"16.tl" 7.5" 9.01' 3fi.0"IS.S" 8.5" 4:5" 6.5" 15.5"' 8.5"' 4,5" 4,0" 7.0"
yy u. 65
ARI4OR INSERT W/V-1/4 53 16.0'.'10.5' 5.0'. 7.0" 16.0"11.0' 6.0' 3.5' S.0' 11.0" 7.0 3.5' 3.5' 5.0'-
. pU9 EM ED - 62 14.0" 7.5" 4.0" 60" 14.5" 9.0" 4.S" 9.0" 7.0" 7.0" 3.5" 3.5" S.0" _ �r•y'Q,: A 7 F:
i m - - 70 11.5" 6,0 3.5" S.S' 12.5" 7,5 3.5" 3.5' 5.5' 7.0' 3.5" 3.5" 5.0" �Q�'• (4
- 0000 ///�///
. y 100 7 0 3.5" 3.5!' S.0" 7.0" 3.5"r✓3.5" 5.0" 7.0" 3.5" 3.5" 5.0"
EDUL ) 0. H
' ANCHOR.SCH E::WOOD.(G=0.55
Sn CONN TYPE-0 S am To STANCE. Q to yy
W a
3/4" d
m LOAD C 3 oaCT E O U1 W°a
.. - •. ,'.. .. O ANCHOR (t?SO .. - ry z
' 08 Spans of � :i4T
x Cl CZ C3 C4 CS cl C2 Ci C4 1 c5 u I cz I'C33 (P C4 I CS W
w
1/4"LAG SCREW WITH 1.3/4" 43 16.0'16.0"11.5"12,5"16.0"16.0"16.0" 7.5" 9.0 16:0'16.0"14.5 4.5' 6.0' 16 0" ��
g - MIN THREAD PETTE[RATION 53 160"16.0" 8.5" 20.0"26.0"16.0"16.0" b.0" 7.0" SOA"t6A"11.5" •i:0" 50'" 16.0" p w
43 62 16.0"16.0" 7.0" B.5"'16.0 16,0'14.5" 5,0' 6.0' 16.0"16.0"11.5",d 0 sx- 16.V
G' 70 T6 p'26.0" 6.0" 757160 16.0"12.5" 4.0" 5.5" 160"16,07 SLS" 4,0' 5.0"
1 1.51
ti 7ji6"WOOD BUSHING WITH 193 16.0"16.D" 80 100"16.0"35,5" H.S" 5' 7.0:' 1SZ"18.5" 4.5" 4 45'' 17.0" -
it 1.13 MIN EMBED fi i)4-20 53 16.0"10.5" 5.S 8.0" 160"11,0" 6.0" 3.5" 5.5' 11.0' 7.0" 3.5" 0 4.0"
,u V SS MACHINE SCREW 62_19.0" 8.0" 4.S' 6.5" 14:5". 9.0" 4.5' 3.0" 4.5' 7.0' 70'
3.5" 40" 5 0'
70 12 0 6.0" 3.5" 5.5" 12.5". ZS" 3.5',��,/��4.0" 5.5" 70 3 S'` 4.0" S D; .. .
• - - 3 014 SMS OR 914 WOOD
TO7..O
60"22.5"!45"160"160"16 0" 1L0" 100 SCREW Vl1TH 1-314"MIN 16.0' 9.0" If.5168.0 16.0' 16_0' 9.5' 9 0 5 5' 13.0 d
'�THREAD PENETRATION16.0" 75" 9,5" 5,0"16.0"11.5" SO". 7.0" 160"36.0" 9.5" 4 0 5 5' 13.0"16.0" 6.5" B.S 16.0"16`0"10.04. . . 16.0' . . . 13 9.S" d0" 5.5" 53.0" -S 5" 13,0"
.. . ;' A LE: Vtf =0.42)
'ANCHOR SCHEDU OOD {G
' - E DISTA14CE; _ a
Soans Uo To 6-0' Spans U0 To 8'-3" Soans Un To 12 0'
ro
.... R .. .:' LOAD CONN T!'PE CONC!TYPE- CONN TYPE
ANCHOR {PSIy a
., C1 C2 C3 C4 CS Cl. C2 C3 .C9 CS C1 C2' C3 1 C4 CS
- " 1/4"LAG SCREW WITH 1-314" 43 16,0 16.0' 9.0" 10.0'160"16.0' 16:0' Sr17I.W. 16.0: 16 0 9.5", 3.5; 4.5" 15,0" _ m
FtIF4 THREAD PENETRATION S3 16.0"16.0" 65" 8A" i6,0"16.0"12.5" 4 16.0"15 0 7 S`, 3.0" 4.0" 11.0" �p
•-6Z 16.0"16.0" 5.5" fi.5" 16.0" 9.5" 55.0"15.0" 7.5"1 3.0 4.0" 11.0"13.5" 4.5" 5.0" 16.0"16.0 8.0" 3It.S"150" 7.5" 3.0 4.0" !LO'.` _
100 15.0" 7.5" 3.0' 4.0" 110'15.0" 7.5" 3.0" 4.0' 11.0' 15.0" 7.5" 3.0" 4.0" 11.0"
a
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$14 SNS OR 414 WOOD d3 16.0"26.0" B.5" 10.5"16:0"SOA"12.5" 5.5" 70" 16.0"13,0" 6.5" 3.5" 5.0" 10.5" ..
6 p SCREW.W1TN 1-3/4"hIIN 53 16.0"16.D" 6.5" 8.0' 16:0"16.p" 8.5' 4.0" 5.5" 16.0' t0.5', 5 5" 2.5' 4.0' 7.5"
O THREAQ PENETRATION - _ 16.0"23.D" 65" 3 5" S.0" 10.5"10.5" 5.5" 2.5"_ 4.0" 7.5"
3 62 16.0"11.5' S0 70" _ _..
.. - 70 16.0" 9.5" 4 5 6 0?16_D_'11.0' S.5�' 3.0" 4 0 8.0_ A0:5" 5.5" 2.5" 4.0" 7.5"
s 100 105" SS' 23 40" 7S' 105" 55 2S" 40 7S" 205 5.5" 2.5" -4
,. .. .0" 7.5"
.. e
LL ANCNOR.SCHEL?ULE: GROUT41LLED CONCRETE BLOCK d u
° ... .. 4"h11H EDGE DISTANCE
' - - i Spalls Up Tp 6'-0" Spans Ufa To B'-3"
g LOAD - CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (Psfy n @
- x Ci� C2 C3 C4 CS CT C2 C3 C4 CS CI C2 C3 C4 CS
5/16"ITW TAPCON XL W/ 43 16.0"160"16.0"16.0" 16.0"160"15.0"16.0 16.0 16,160" 15.0" 9.0' 14.0 16.0" g66
d 2-1/4g"MIN.EMBED 53 I6.0"26A"16.0"26.0"160"16.0"16.0"il.0"i60"16.0"26.0"12.0" I5" 12.0"16.0" {? 6i
62. 16.0'16.0"14.0"16.0"1610"16.0"15.0" 9.0" 14.0 16.0"1610"12.0' 7.5' 12,0 160'
E 70 16.0"56.0"11.5"T6.0'_16.0"160"12.5" 8.0" iX.S"26:0"16.0"120" T.5" 22.0"16.0" d
._ 100 16.0'12.0' 7.5" 12.0 160"16.0"12.0" 7.5' 12.0'16.0"16.0"12.0" 7.5" 12.0 16.0"
n 5/16"ELCO ULTRACON W/ -. 43 16.0"16.0"10.5"149"16.0"I69"10.5-16.5-1 9.5' S60"Mu", 5.5" 65" 9.0" - CCP1RgH1 FP71IXL9EhT9PD0 Pa
p 2-1/4'MIN.EMBED 53 160"13.5" 7.5' 11.0"1610"14.0" 7.5" nn
�m 62_160"10.0" 8.0" 9,0" 26:0"SL0' 5.5" 65" - - �.Jr-2337
S 70 15.0" 8.0' 5.0" 8,0' 15.5" 9.5" 5" 9.0' 9.0" 6 5" SCALEi -
- _ _9.0'
PAGE DESCR1P7I0Ni
E (190
O ,. i _.. - 2"t41N EDGE DISTANCE ,
' Ci 72 C3 CA CS Cl C2 C3 C4 CS C3 C2 C3 C4 CS
M $12 SMS,W/2"EYEWAIL 43 I6�0"16.0" 9.5" 11.5"16.0"I6.0"14.0" 6.0" 0.0" 16.0"14.5" 7.5" 3.5" 5.5" 11,5" 9
ARMOR INSERT W/2"EMBED 53 16.0"56-0" 7.0" 9.0' 16.0"160' 9,S" 4,5" 6.5' 16.0"!1_5" 6.0" 3-0' 4.5" S.
_ 62 16.0"13.0' S.5' 7.5" 26A'14.5" 7.5" 3.5" _5.5' 12.0"Ii.S" b.0" 3.0 d.5" 8.S"
.- _70 16.0"10.5' S.0' 6.5" 16,0'12.5" 6.5_ 3.0" 4.5' 9.0' 11.5' 6.0" 30' 4.5' 8.5�
11.5" 6.0" 3.0" 4.5" 8.5 IL 5" 6.0" 3.0'" 4.5" 85" ILY5 .60" 30' 4.5" 8.5" -
ANCHOR NOTES,SEE SHEET
ANCHOR
ANCHOR NOTES.