HomeMy WebLinkAboutProduct Approval 07/01/2015-9:22am DanieIG VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14400 Series C&C(Current).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 IVIP I MRH <_ 601
DESIGN LOADS FOR COMPONENTS AND CLADDINGI I BASED ONKd=0.85
EXPOSURE C
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean _ _ DESIGN PRESSURES(PSF)-ZONE 4 __ _ Mean _ DESIGN PRESSURES PSF)-ZONE 5_ _ INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area(S Ft Roof Tributary Area(Sq Ft 1. TABLES ARE INTENDED TO .�P. 'WORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 30 NI Eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI A WN VARIABLE AS DESCRIBED BELOW.
H
USE OF CRITICAL CO V�III „• " ITH THESE TABLES.
-31.9 -31.1 -30.6 -30.2 -29.8 -2 u ;$ -39.4 -37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0L1? G ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft +29.4 +28.6 +28.1 +27.7 +27.3 + . 0-15 It +29.4 +28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F L ? - APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 100 SHA IN EER AS A SITE SPECIFIC CONDITION.
-32.4 -31.6 -31.0 -30.6 -30.2 2 ' 2 _ i6 ft -39.9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4.IDENTIFY THE B T� OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +29.8 +29.0 +28.5 +28.1 +27.7 + x. �' .9 6 +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9 +26.7 CANNOT BE IDENTIF T.
5. ALWAYS ROUND " LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -32.8 -32.0 -31.4 -31.0 -30.6 -30. 0IA _ .6 17 ft -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 -34.1 6. CALCULATE THE TRI - - E OP NI IG IN QUESTION(HEIGHT*WIDTH)OR
+30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +30.2 +29,4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 +27.1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-33.2 -32.4 -31.8 -31.3 -31.0 -30.7 -30.4 -30.2 -30.0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 -34.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
18 ft NGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
+30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL
-33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 -34.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 •41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 20 ft +31.3 +30.4 +29.9 +29.4 1+29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
21 ft 34.3 -33.4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 21 ft 423 -40.6 -39.4 -38.5 -37.8 36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
+31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28.5 +28.3 +31.6 +30.8 +30.2 + +28.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 f[ -34.6 -33.8 -33.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 22 ft -42.7 -41.0 -39.8 -3 .5 -36.0 FACTOR OF 1.16.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 +31.9 +31.1 +30.5 + �_ _ 8.8 +28.6 GENERAL NOTES,
23 ft -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 23 ft -43.1 -41.4 -40.2 - - " 3 _ 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 +32.2 +31.3 +30.7 + 9, $ +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 -43,5 -41.8 -40.6 -3 .6 - -36.7 CRITERIA AS OUTLINED HEREIN.
24 It +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 24 ft +32.5 +31.6 +31.0 +30.6 +30.2 84 9.6 +29.3 +29.1 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 •40.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY.
27 f[ 36.1 -35.2 -34.6 -34.1 -33.7 -33.4 -33.1 -32.9 -32.6 27 f[ 44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
+33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
28 ft -36.4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -325` 8(t -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTE N ,f;�• 71 ND VERIFIED BY THE GOVERNING
+33.6 +32.7 +32.0 +31.6 +31.2 +30.1_ ,.r. +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTM I DE RRANTY FOR APPLICABILITY OF TABLE
•36.7 •35.8 -35.1 -34.7 -34.3 -3 r -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFE ?
29 It 29 ft S.THIS SPECIFICA I ER ANY PRODUCT APPROVED
+33.8 +32.9 +32.3 +31.8 +31.4 + __..'� +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CERTIFICATION. RE MIT
TEST CRITERIA AND OTHER
-36.9 -36.0 -35.4 -34.9 -34.5 -3 .t -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DEE MATION AND APPLICABILITY OF THESE TABLE
30 ft +34.0 +33.2 +32.5 +32.0 +31.6 + 30 ft +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL EM ORDINANCES.
.'°
-37.4 -36.5 -35.9 -35.4 -35.0 -3 I'=2'�'1 -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7.NO CERTIFICATIO TY OF THE HOST STRUCTURE.
32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31. 0.9 32 ft +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 8.EXCEPT AS EXPRESSLY P `r~ }IN,NO ADDITIONAL CERTIFICATIONS OR
•38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -34.5 -47.1 -45.2 -43.9 -42.9 -42.1 •41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED.
35 f[ +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, r PEAK ROOF
-39.2 -38.3 -37.6 -37.1 -36.7 -36.3 -36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft 40ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT
+36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. `ROOF
45 ft -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 •36.9 -36.6 -36.3 45 ft -49.7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 a a EAVE HEIGHT
+37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 Imo, a ROOF
-41.1 -40.1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 I I HEIGHT
50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 Q
55 ft -42.0 •39.7 -39.2 -38.8 -38.5 -38.2 -37.9 55 ft '51.8 -49,8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 Jr I ® I tJ h
+38.7 +37.7
+36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 +38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 EL a
Q-52.8 -50.7 -45.7 -45.07 -41.7 -44.5 QS
L6.ft +39.4 +38.4 1+37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 WALL ZONE FIGURES /V IS ETR
o $ REMARKS DRWN CHKD I DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING D m
C)
O INIT ISSUE GSS TSB 03/05/12
D p o r
m t REV-ADJUSTED HEIGHTS GSS TSB 04/09/12
r 3 (2014) lb(EXPRESS
DGM ° K o --. .--• p�
REV 2014FBC TSB 06/10/15 ASCE 7-10 CHAPTER 30 CORGORATEOfFICE: °z 0 '1 a�
z m 160 SW 12th AVENUE, SUITE 106 " 11 -� Oz
I� DESIGN LOADS FOR COMPONENTS&CLADDING z
z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o m Dn
1� Gl THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(9S4)354-0660 F:(954)354-0443 p j j 'v' p
ANDSHALL NOT 11 REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH 09885 g 3 1 O
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WRITTEN CONSENT OR OTHER ENGINEERING EXPRESS.ALTERATIONS, ASCE / O E:HELLO@ENGINEERINGEXPRESS.COM NO m
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT z
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM ` �
Florida Building Code Online Page 1 of 2
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I11Ci'YiCiYti7 Product Approval Menu>Product or Aoolication Search>Application List>Application Detail p�u Fq
*r � FL# FL13757-R5 AUGApplication Type Revision G $! 1 201{
6
Code Version 2014 "U ITriMG
Application Status Approved p�E'`
St.Lucie County, FL
Comments
Archived Cl
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bernardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
2 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bernardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
R' Validation Checklist-Hardcopy Received
Certificate of Independence FL.13757 R5 COI Indep --. f
FL13757 RS COI' Indep 3. df
FL13757 R5 COT Indea.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Equiv Eauiv 2.odf
FL13757 R5 Eauiv Equiv 3.0f
FL13757 R5 Equiv Eguiv.Ddf
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# Model,Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 11 Dwg.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E, PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval.odf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.odf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval 2.odf
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 FL13757 R5 II Dwq 3.Ddf
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, FL13757 R5 AE Eval 3.0f
anchorage,etc. Created by Independent Third Party: Yes
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6.8 STREAMLINE SHUTTER
GENERAL NOTES:
FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ? = 140.46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE((IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH z.o q �N Qg
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09.
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 8E 'q.'C�!`
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE TOP TRA?ffl
REI REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE �i� �V
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN IJ► r�
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. _[� >u�W w
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢ I7 '
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 t m m`o
SAFETY FACTOR. �g
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RETUIRED FOR ALL WIND W .N,w;3 Z
CRITERIA IIN S INDEPENDENCCORDANCE TLY AITH DOPTED BY THE AUTHORITYSTM 1996-09.IT IS TABLE BY CODE HAVING JURISDICTION.ESS OPTIONAL PLAN VIEW 3 o^3
s 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND N uj
K m 3
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. W W
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE x= in
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED, �d
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a
SITE.
S 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL P,
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM t-�
1j`61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. >
6
e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q�"� �1 F L o
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR F� n
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM = `sl a m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. oo it p
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS, HURRICANE PROTECTION - z<
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. sorroM a
OFFICIAL MAY REQ%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
lb TRACK
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E
13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS > c S
INFORMATION: TOWN&COUNTRY INDUSTRIES
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS s 202&203
FLORIDA BUILDING CODE APPROVEDTABLE 2' 3 N,T.S. EXTERIOR ELEV L0.
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND 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
LL ALUM.ALLOY. NON-HVHZ ESSENTIAL "
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES
vi 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER �asl
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS,
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :53WABOVE >30'ABOVE N30'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
R 22. SHUTTER MAY BE INSTALLED WITH UP TO2) 72" 2-1/4"
ADDITIONAL BLADES OF SLACK. 1-518" 2-3/8"
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. B
99" 3-1/2' 1-7/8" 3-5/8"
TABLE 1: TABLE 1 NOTES: 120 4-1/8" 2" 4-1)4"
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" 5"
SHUTTER SPAN SCHEDULE'ABOVE ARE S§ $
TABLE 2 NOTES:
MAXIMUM ALLOWABLE DESIGN PRESSURES1. EFNEDAND
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. WNOFTH DHZI DFLORIDA.
DEFINED IAS ALL LOCATIONS OTHER AN MIAMI-DADCOUNTY AND BROWARD COUNTY oOPCumrtFSMALBE VpR007P
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER LORTW- 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE'
SPAN PRESSURE PRESSURE PACE DESCRIPT[ON:
.c DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
IPSF) PSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'.WHEN>30'
u ABOVE GRADE.
99" 70 70 OP
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7
144" 43 40 5 E199 R TION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM LTuI
8 -
IECTION
0.115"2.874" PR0R1ES
4.874"MAX
rt 0.080"
0 0.125" 0.062" 0.450" n �.
0 1.708" 0.100" 1.830 0.062" i
�^ 1.708° 0.100" N -' N
n 0.080" 0.063"
0.195" 0.096" 0.195" 0.060""0.070" o r 2.820" 3
moi- j- � 0.060" ry a �0.062" 1.908"
"k(,1,611
0.630' 1.993" i� •' z
0.630" [0.062' 0.630° 0.062° ^. --L 0.14 0.096" �! is- ..
-1-"' .--1_" .069"-� 0.971" 0.971"1 0.143" // �1 F
0 060" 1. 70"4 iv @ "'a
t-1.069" 1.
�00 1.069°-1 0.06 0.06'li 0.0 062 •�•. C9 a Q (7
0.062 0.062" 0,200" 0.630" IJ ul 1 ppppp
tt0 W o�
5.745"MAX. SUPPORT LEG OPTIONAL }-1.069"-I 0.20D""� .� 0.062" 0"
0.062" 1.069"
5.745"MAX.
(DWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL w
SCALE:HALF-SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE O
a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS t^.:
R� 0-.78-7-4-" 2.655" 0.875"
q I &195, ��0."0" 2.195" 1.230" W't x
1.229" 0.105° 0.060" Of
$
6 Ty
r � NT 0 ' O9 76ti ME
2.655" ri • I I p'v,
I 1 °' 0 0.105" in 2. 4.64° O Zm
ri I 110 '^ o f l m L ~ 1.069" .631" ri ro I m I ry O n 4.510'� ;-0.105I 10.105" 0.075"t7362-
1.069"1
3 I \ E4.510" 0.0_ _ [.0.."091,5-1
0.044 3 3 g
NOTE:TESTED THICKNESS OF 3
4.510" �
' ^- }- 3.506- BARE METAL W/0 PAINT i5 0.039"
gOj SILL Og SILL ADAPTER gOEXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE Q
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE
LS
d
m 1 r-� 0.407.579"
0.143" 143" 0.08000.341"L1I 0 0 510"
6c
Si
6 0.070" X0.245"1.700.8 0.143" 0.096° 00.06"
4.753" 0.115" 0.080" 0.117" ¢ .•s@
6a
q
p to 6
0.090"
4.510" 0.096" e 1 a
y � ry
0.080°
"
0.682 0.630" 0.060°
17,80" 11 ire
W PYIEGIR fNtU(L BElMrR00 PE
o.o4a^ o.2z7" I 10.693" 15-2339
NOTE:THICKNESS OF BARE 2.822" 1.625"---� F-+0.420- SCAL:
METAL W/0 PAINT IS 0.039" PAOEOESCRIPTSON:
15 6,8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP WALL SILL
SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
o��
/p D0,P.E.
\\\ EDD
1.950" UGYI`Il•�/�14�'i
-��-0.125" r0.610" STAINLESS STEEL •280°� 0^ NYLON WASHER OR • .� "^(9 ��i
'T� ASSEMBLY ALUMINUM 0.357"
T ILII 0.320"0 HOLE O�Q•.50"
o 0.276"
o a N o z o #10 x 2-3/4'410 Hi S.S. G' '•
0 0.880 NYLON 'ig y y10
a INSERTS SCREW W/TC ULTRACOTE �- 0.591"
N 0.0 WHEEL .+O 0.1� 20"o z
COATING m i
T1.100" I 1 0.240" r TRACK (TYP TOP&BOTTOM) a0y 0.062" I 4 .0.° A ���
j 5"MAX. 1 NP.AT EVERY OTHER -0.8'I-0 10.750" 7%6"o NYLON Bx 1/2"@ INT RIOR JOINT TOP 0 5q".�USHING W1 WASHER: •�-01,-137° ''''''"' •J
INSIDE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM / g�,�•E 4
19 ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 9 d
HOUSING-ZINC DICAST°POWDER COATED >
SCALE:HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT (� a LL z"a
SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE t m a w"
OR KEY/THUMB TURN OPERATED INSIDE. W rlmoi O 3
f-}0.250" 23 BRASS PUSH LOCK Lu_j
SCALE:HALF SIZE c w�_k
R0.155' 1.978"
RO.500" 2.125" .moi Q
4.000" 0.236" 1.742" 0.286" 1.603" 0.267" a
0.500" 0.623" 1.710" 1.224"
0.531°
N 0.790" 0.090" 0.319" m 0.531" m
ni 0.064" no 0.28 '`-6'
2.250" I u�`i 0.09 T ooN ,
0.250' I o o rn `-6' ..607'c 0.607" m w
d 0.116° 1 x-0.224" 0.239" F N I vO1i n m m n'm
�-2.000" 0.060" 0.496" 1� 0.240" 111 .+.7 y m m
1.758' �- 1. �•E e p:n
'" 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476^ �~~ � o.zao^
SCALE:HALF SIZE SCALE-HALF SIZE 0.160" { 0.222"1 r
1.001 0.062" 0.062" 0.062" �-0.176" v
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER �}+�
YO SCALE:HALF SIZE O SCALE:HALF SIZE O SCALE:HALF SIZE
0
$ E 3
m
• -11-0.062" ;� a o5
.c _
B 5.500°x 13/16"WIDE "0.400" �5
(I�.. 7/16"0 STAINLESS
,� x•167" STEEL NUT o
'woe �5
_� 30
F 0.125" dD �
0".
0.438"
LL 0.188° 5/16-18x1 MACHINE SCREW a m�,� 0.121"
L TYP• 5/16"0 IPITERNAL STAINLESS STEEL t N
8 I 4 500" 1 10.689" POWDER COATED,ZINC DIE-CAST THREAD `u •+ I o '
HEAD STYLE VARIES
y DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW
g INDUSTRIAL SYSTEMS O(OPTIONAL) O SCALE:FULL SIZE O SCALE:FULL SIZE 0 0.254" 400 40b 40c ."
35 BOX LOCK SCALE.HALF SIZE 1 0.319 END STRIP 1" ,
SCALE:HALF SIZE 4
j-z.Doo^--f 2" & 3" EXT a
. 7x0.125°
1.625"� �-1.500"� 0.125"JSCALE: HALF SIZE v�
0.000125° 0.0931-
0.125,
.093" d 4
€ e
i T E 1oN F ri
'^ 0.125" FCOPYWWRAWLBENWOOPE
10.093^
0.250" 5-2339
L
DESCRIPTION:
7.000 I °F
02X7ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 29 2"x3"x0.125" ANGLE
39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE
pp,RR�N ypµ i
\Y7 D0911 '•/////j P.E.
tSCHEDU
CHOR PER ANCHOR EDGE DIST,
LE @ 18"O.C. EXISTING DIST_
GLAZING
SEE END STRIP
SCHEDULEFOR
yQ� SPAN WHEN USI .a.
i3 LEG D R CI ON EMBED 20,40a,40b OR c, ••%•t
EMBED ~ (INTERIOR) 17 N II € F 1/4" OR 6.8 STARTER A �`•J ` :
fh 17 M/U(, WITH 21 OR 25, 'a v
�i 30 ANGLE/"x'I"MIN.TO 2ICK Tx 5`MAX. N 21 25 ,'�//////• 6 \```z
EDGE Vllik (ANGLE LEG MAY BE REVERSED)
DIST. FASTEN ANGLE TO TRACK W/
g ANY ANCHOR PER ANCHOR ((2 #10X1"SCREWS AT >U, W€€U
SCHEDULE @ 18"0 C C�RNER TOP&BOTTOM'AND U1 Q L9 3
ATTACH 40 6.8 STARTR W/ Z
13 13 13 #12 x 1/2"GALVANIZED OR L!u'
13 S12 x 1/2"GALVANIZED OR S.S.SMSS.S.SMS 3/16"0 ALUM.POP .Ni 3 z
30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINE W w m
} USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ATE END STRIP DETAIL BOLT NUT @ 18°O.C.
(EXTERIOR) 5/16-18�UMB SCREW INTO THREADED .8 STARTER AND ANGLE y
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN 3"=V-0" ANY TRACK W/ W
FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDUSCREW BOSSES. O
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
PSF IVE
g SCALE:3"=1'-0" 1°HEIGHT. 1•B/0(2.7' 62 N
® 62
USE y)BRASS PUSH LOCK 112 �y
OR(1 5/16-18 THUMB LOCKING DETAILS FOR
SCREW 1111- THREADED 2°BIO(3.77 62 SEE END STRIP E
INSERT(371 AT 1/3 SPAN CENTER MATES ® 72 SCHEDULE FOR MAX. ti
5
TO 2/3 AN FROM SHOWN ON RANDOM 82 N SPAN WHEN USING
BOTTOM OF SHUTTER. 30 DETAILS 3"BID(4.71 62 ✓§ 20,40a,40b OR 40c,RECEIVING HOLE SHALL BE 72 F I-n-3/e"MAX WIDTHUPTO82Fa„ 1/4" OR 6,8 STARTER ?�`�4i
1"HEIGHT. 30IVLALT.1"BIO 62 Fh X.
WITH 21 OR 25. oa 0:
(2.T) 72 102"
,7,
82 95° O-Ca
112�, 7u 132 81APPROPRIATEUSE
" 40 40 STARTER TRIP 0 v
45 93" 40 20 PROVIDE CLOSURE F�
13 3 X0.093" 62 87"7 83" BULGING CONDITIONS.
64 78" FASTEN STARTER STRIP //(�1�•���T o g
(INSIDE)
70 _75" TO TRACK W/(2)#110x1"73 73"
aT
2"x3^ 45 139" SCREWS AT CORNER,TOP 'D v
xO.12s° 52 129' ALTERNATE END STRIP DETAIL &BOTTOM. O
60 120" SCALE:3"=1'-0" ANY TRACK W/SCREW
h 13a I s5 64 116" BOSSES.
G 70 111"
J W g73 109"
SILL u,m FOR GREATER SPANS OR LOADS THAN
Q I SHOWN IN END STRIP SCHEDULE,END •,�- 9
1STRIPS REWIRE A I'XI".090'CLIP ANGLE
(n MTOSPAN USING ANY ANCHOR ON THE EXISTING GLAANCHOR 4'TEK SS O '
'W Z 13 SCREW OR 1/4-20 BOLT TO E/ND STRIP.
d I v 30 zb ry USE(11 BRASS PUSH LOCK (INSIDE) '
USE(11 BRASS PUSH LOCK EFW OR(1)5/16-18 THUMB i
a I OR(1)5/16-18 THUMB 30 13 d � SCREW 7D THREADED
" IN ILS-CJI �I SCREW 1%.,THREADED 1- INSERT 37 AT 1/3 SPAN SILL 7 n 52 �
' INSERT Q7]AT 1/3 SPAN z a g TO 2/3 AN FROM
CY
F1
TO 2/3 SPAN FROM (OUTSIDE) 5= a BOTTOM OF SHUTTER ,Cs
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE pp
3/8"MAX WIDTH,UP T
1"HEIGHT. 23 e
OTYPICAL OUTSIDE CORNER CLOSURE
CC1 DETAILS WO/CORNER POST - - - - - =k •�� R
NTS 13 30 CGP/PofMFlVHxL�MWa)OPE
13 31 215 13 3 (OUTSIDE) 1S-2339
E SILL USE(11 BOX LOCK AT 1/3 PAGE AGE DescRTPrxoM:
- -
s SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
N TYPICAL INSIDE CORNER CLOSURE FH
CC2
DETAILS WO/CORNER POSTI 1 0 MULTIPLE SHUTTER ASSEMBLY
cNTS E0.q SCALE:3"=1'-0" a
$ C�fS
Cl CONNECTION TYPE
REFEREIAR EXISTING HOST 9�
SCHEDU . STRUCTURE ',•�L� ,Z 1/n 5'"
SPACIN7' MAX,
Cl CONNECTIONE 1/4-20 MACHINE BOLT
\ REFERER 1/2" W/NUT @ 12"O.C.OR = s
__;r
SCHEDUX. ® #14 SMS @ 6"O.C.
SPACIN1/2�� (TYP.TOP 8,BOTTOM) i A;•. Ta z
9 '9f,ALUM. TUBE
2 FASTECH NERS SEE 7 T6 ALALOFOR SIZE. , �' I i ^_R 6 ORUU
❑ OR 6 z � bx2"x 1/B" I/ ALTERNATE THRU - = aOR 2"x z^x1/B" I ' C1 CONNECTION TYPMN GLAssALUM.ANGLE ° f _ REFERENCE ANCHOSEPARATIONWSCHEDULE FOR MA° 13 1SPACINGPER TABLE :r <. W NOO
THREE 3/16"0 ALUM, r I 2 a m
POP RIVETS OR IIA I OR BOOR q w-IL< 3 rLL^
THREE#12SMS,TYP. ° 17 .; �\\ <2w~ ow°�.s
3/16"01 ALUM.POP I
17 RIVET OR#12 SMS ' A(��� �1Lo
-F mpg
TABLE A(ca) @ 18"O.C.(TYP.) _ / Rvq � I (5�0 OR ?= a
PRESSURE VS ALLOWABLE LENGTH _ i w F-\ \ O w
u� 2°x2°x1//8° 3'Xi°x1 8° MAY USE MALE OR w'n
m PSF No B/0 N0 B/e FEMALE LOCK-SLAT wo ,I
62 130" 188° 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r: -1 WASHER(TYP.I w.�E
82 119" 172" CC3 NTS SCHEDULE FOR MAX. SPACING
SCHEDULE FOR MAX.. " I
d 92 114" 165" L__=J I� 14x3/4"SMS @ 9"O.C. F� o
102 110" 160" '- / ANGLE TO TUBE CONNECTION '/+rn m
120 109" 142° ' c O 41
2"x2"x.125"
150 9r 131" TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE m<
STRUCTURE Qz
200 88' 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
2"x2°x1/8° WITH B/0
3'x3"x1!8' EDGE DISTANCE REFERENCE ANCHOR m X
SCHEDULE FOR MAX.
PSF WITH 11% E ur1
SPACING �✓/ � �
62 113" 166° 3 g
72 18r 15r FASTENER @ 1e••D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION a
(USE ANY ANCHOR SHOWN SCALE'3"=1'-0" m
82 101" 14r IN ANCHOR SCHEDULE). �Lgi
92 95° 139' O "'
102 90" 132° L '�
F 120 M. 122'
h ISO 7q• 109° w
200 64' 94' W 1-J m
fN5
_ F- =GC
3/16 RIVET OR#12 SMS 3-T6 n MN GLASS 13 z a
1B"O.C. OR 1/4-2 BE TYP. EPARA710N N z 5 w
�O 17 F PER TABLE 0 N� o a
NUT 8,BOLT(TYP.1. 3/16"0 ALUM.POP GLASS 2 % 0 z m ge
ALUM. TUBE RIVET OR#12 SMS Y ~ oR DOOR E 0a1- �60
hAg
6063-T6 ALLOY @ 18"O.C.(TYP.) E � of
SEE�@LF @FOR SIZE 7/B" L'
2 FASTENERS UOUS
EACH ANGLE M ANGLE
1"x 2"x.093"6063-T6 L ANGLE INSIDE 3 16 I
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. TION TYP. 17 w - 6e
0 POP RIVETS OR
17 THREE#12 SMS,TYP. th
m _
0 0 Y'x 2"x 1/8" $ g
4 CONNECTION TYPE gg gy
OR 2"x 2"x 1/B" ED REFERENCE At �ES
13 ALUM.ANGLE SCHEDULE FOR MAX. z o B
USE MALE DR FEMALE SPACING 00P1WGHTFRR0ILBFNUR00PE
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
SCALE: - -
6 (OUTSIDE) EE INSIDE SILL MOUNT SECTION
PAGE DESCRIPRONI
012 x 1/2"GALVANIZED SCALE'3"=1'-0"
g OR S.S.SMS,3/16"m ALUM. �•
5{ CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 99
NTS MACHINE BOLT&NUT SCALE,3"=l'-0"
@ 1B"O.C.
r
x
N ry��I
C5 CONNECTION TYPE ;8,.�NN4
REFERENCE ANCHOR EXISTING
z SCHEDULE FOR MAX. STRUCTURE `,CC4Ay��� /�
47 SPACING ,o � / b.t
GLASS ¢n:w^ GLASS w Cl CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DOOR F w N y OR DOOR w w SCHEDULE FOR MAX. 19 NCHOR
#14 SMW/NUTS P 6"O.C.
ORrc
=w Q MN 13 _ =j SPACING /2•• (TYP.TOP&BOTTOM) T GFm ,
MN 13 NwNw GLASS NF��m /2" � . o
1/4"-20 TMRU BOLT W/ GL
X 67 PARATION L� a '•�
EPARATI a=¢Q #14 x 1/2"SMS @ 12"D.C. PER X z z F' w 1- e
Lu
LOCK NUT @ 12"O.C.OR PER r F1- OR 3/16"B ALUM.POP TABLE2 ¢ v¢ai w O OROR 660J / •,�= 1
12 x 1/2"SMS @ 12"D.C.E.S. L9 F
OR 3/16"0 ALUM,POP TABLE 2 z RIVETS @ 6"O.C. OR 1/4"H
w ALUM.POP RIVETS @ 12"O.C. Q ¢ �LEr�l S
RIVETS @ 6"O.C. E.S. \ = F v
R 1/4"0 ALUM.POP RIVETS / m 11 AND 3O. MN 0.A55 n Q L9
ASSEMBLY SEPARATION 13 F- Z� y m e z o
@ 12"O.C.E.S. / GUIDE TO BUSHINGFN w N=o E9 w
1/4"MAX.FROM PIN 1/2"TYP. PER TABLE 2 �-
Q9 AND OO GUIDE TO BUSHING c WASHER(TYP.) q='A=w W NCIv
ASSEMBLY WASHER(TYP.1 w GLASS N z um Lu m
/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR— X o z P¢- N O
6 w BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHO4'.R ¢ o¢ m w.-
m / SCHEDULE FOR MAS w a m w••
W 4 CONNECTION TYPE DIST. Ia .0—
E
i O eF
REFERENCE ANCHOR SPACING ¢ a
// D SGE SCHEDULE FOR MAX.
SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG.9 5 0 OR
REFERENCE ANCHOR EXISTING CONCRETE, �3 O 61/4"MAX.FROM PINSCHEDULE FOR MAX.SPACING.ALT,FASTENER BLOCK OR W00o FRAMING / GUIDE R BUSHING LOCATION.FRONT ANO C1 CONNEm REFEREN1/ WASHER(TYP.) .�3 k
1/4"MAX.FROM BACK ANCHORS NOT REQ'D g INSIDE MOUNT SECTION SCHEDUL19PIN GUIDE TO WITH THIS LOCATION SCALE:3"=V-0" SPACINGOBUSHING WASHER 5 CONNECTION TYPE O INSIDE MOUNT SECTION REFERENCE ANCHOR
(TYP.) SCALE:3"=1'-0" SCHEDULE FOR MAX. q c0EXISTING SPACINGBLOCK OR WOOMBED. O zm 6¢
BUILD OUT MOUNT SECTION u<
TYP. BOTTOM EXISTING CONCRETE, SCALE i 3"=1'-0"
BLOCK OR WOOD FRAMING
mEDGE IST- 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 EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE
A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SCHEDULE FOR MAX. REFERENCE ANCHOR
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX.
USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2•, CDR 2Q
W
ti
GLASSMN Fmw- ?w W O N
OR DDDR GLASS 13 =w' ttw~w �a
30 IIS
w #12 x 1/2"SMS @ 12" ARATI o w= w �°n
¢ ~w O.C.OR 3/16"H ALUM. PER v=i o vwi m 13 1-a=q
Fwm7 POP RIVETS@6"O.C. TABLE2 X Ozf GLASS OR�MN,OLA ==�2j �y��� Ig
F-w=W- OR1/4"H ALUM.PDP ¢ �¢ DOOR— m1-pym
N MN GLASS 73 =FI.,Zvm RIVETS @12"O.C. F �N PER TABLE2 JCz aZF¢- ��a
SEPARATION m w w Q x 1 0 0. @p�
e tlIE
LE2 Xw¢zI- Q7 AND OB wN � p
1/4-20 S.S.MACHIa 0 a 1/4"MAX.FROM PIN a Qaq
SCREW&NUT @ S w m ASSEMBLY 1/ 1/2" GUIDE TO BUSHING
12"O.C. TYP. WASHER
GLASS w O 7/4"MAX.FROM PIN
p OR DOOR 1/4"MAX.FROM PIN m w o
Q GUIDE TO BUSHING 4 CONNECTION TYPE 1/2 O4 WASHER(TYP.)GUIDE TO S� R
r Y WASHER(TYP.I EDGE REFERENCE ANCHOR
5�� EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. WFffW"MLBEMU=PE m BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
>" •• SCHEDULE FOR MAX. SPACING vaaeoescRxPnoN:
x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER
dd063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND EXISTING CONCRETE,
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION �9
O WALL MOUNT SECTION RIVETS @ 12"D.C. WALL/BUILD OUT
CEILING / INSIDE MOUNT SECTION
D
SCALE:3"=1'-0" E SCALE:3"=1'-0" F
SECTION
g
SCALE:3"=T-0"
MN GLASS 1 YDE fl1 •//%%'P.E.
GLASS
ORDOOR PER TABLIE 2 13 0 \ '�• ) '////////
W O=1 GLASS OR
DOOR
_ F"in 0.
'<Z GLASS OR
=w¢ DOOR MN.GLASS
I/I w o• SEPARATION
XNN PER TABLE2
¢Z K MN GLASS w w K 9• a
' E F-F SEPARATION �-m w O '
F- PER TABLE 2 W j Q w 1,-
Z
Z wtA
�2u � I--OW rn >Q
�I^ 13 X wir:A 13 Zov •U ¢ Z€i
/2" 1 Q $Q Ct CONNECTION TYPE �0 Z L
-w - 1/4"MAX.FROM PIN GUIDE 2B u d REFERENCE ANCHOR
TO BUSHING WASHER(TYP.) ¢a SCHEDULE FOR MAX. u a W
SPACING Q 01 'S •-•3 u
TWO 1/4"A WOOD .250" En x
LAG SCREWS @ 24" �C4 CONNECTION TYPE �.� •250" w••
O.C.MAX.WITH 2" REFERENCE ANCHOR •a O
THREADED PENETRATION SCHEDULE FOR MAX. ¢
$ "T"INTO CENTER OF 2X STUDS / SPACING8
/O In B
GEA
EMB."T' 14 SMS @ MIDSPAN BETWEEN /E E
STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE
m PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE y
O DECORATIVE FLOOR TRACK DETAILOO WALL MOUNT SILL DETAIL
EXCEEw�y
THIS THE
TO BE USED WHEN STUD SPACING SCALE.3 1'-0" SCALE:3"0 1'-0" z$
DS THE MAX.ALLOWABLE ANCHOR SPACING.
OWALL MOUNT SECTION THIS DETAIL MAY �v o'^
G
SCALE,3"=1'-0" ALSO BE USED _Z n I m
6. AT TOP O O7 z u�
e °
E 35
ACCORDION SHUTTER w
PER PRODUCT APPROVAL F~- o -GLASS
r� MN 13 GLASS OR DOOR F. I •J�
d = iO SEPARATION M in
N II PER TABLE n EXISTING WOOD(G=0.421 LO- .ac
APPLICABLE AT TOP Z Z TRUSS OR RAFTER 1`��TI 3:
N AND/OR BOTTOM Q OQ. Q Q @ 24"MAX.O.C.
6 2"OR 3" Y In EXISTING FINISH
MATERIAL
g1/2"MIN. 5 6L 'i 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 I I I w o n o E
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I I m SII
= 2"x 3"x%"x CONTINUOUS OR 2.175" I L fill a
3 �6 1/4"TILE(TYP.) 1/4"A WOOD LAG w g
2"x 2"x S'e"x CONTINUOUS _ _ 1" FINISH MATERIAL SCREWS WITH 2-3/4'
6061-T6 ALUMINUM ANGLE MINIMUM THREADED
3/4"PLYWOOD PENETR,"T"IN WOOD @ 5 6 &
0.9"MIN.THICK 6061-T6 ALUM TRACK X s' —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS,
m ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE
EXISTING 3 KSl CONCRETE -- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND €
AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN
`,�• HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU
%"0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO 4i gy
EXISTING CONCRETE HOST /• 5"O.C. 0 LAG
MIN.EMB. NEXT TRUSS. w w d
3"FROM ENDS AND 4°O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) 'ry OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" r w
g FOR BALANCE WITH 13$" •i MIN.EMB. IN WOOD SG=0.42,TO 0.55. F-N=w
MIN EMBEDMENT AND 2Yz" MAX.DESIGN LOAD AT S'•0°MAX SPAN: 13 S x ON ¢
y EXISTING CONCRETE, 5 = 2 u
MIN EDGE DISTANCE, t 62 P.S.F. N F m
STAGGERED WITH 3"MIN, HOLLOW BLOCK OR •• L7 N Q COP(RMFe/NKLBENUAWPE
MAX.DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SEE I 2"x 5"x 1/B"CONT. w u a~ 1S-2339
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) U< SCALE:
g BASED ON TYPE 0
Ha BUILDOUT MOUNT (MAX.DESIGN LOAD RE ¢ PAGEOESCIUPTION:
SCALE:NTS STRUCTU :72 P.S.F.)
€ O PASS THRU DETAIL
F Hb SCALE.3"=1'-0 O TRUSS MOUNT SECTION 5-1
N SCALE:3 1'-0"
ECTION
EXISTINGSTRUCTURE ALT.LEG DI EMBED/4'ALL
INPOINTS
SOLID
ETE SET
ANCHORS HOLLOW BLOCK,WH MINIMUMN
12"MIN FROM EDGE OF ACCORDION ROUND WINDOW
EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE `"1• ••, 7
ASSEMBLY AX 2 6063-T6 ALUMINUM 1 ,
TOP OR BOTTOM _.I ( ) No"
ANGLES PER BEAM END,SIZE
PER SPAN TUBE SCHEDULE ,k E"
EMBED. SPAN TUBE PER - A
DESIGN SCHEDULE 'Cl.',
ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ Q•• (V
EDGE OF ACCORDION i Z l
3.5"MIN SHUTTER BLADES m a 12°O.0 OR#14 x 3/4"SMS 6"O.C. �i11.,' z• `�``A
TYPICAL - tl/2"MAX.5 6 '' at x ul
All 11 -I1- -[� , 1>LT1i llid
3"MIN f EDGE 3 16 y 1D Q 6 l7 gy
2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 �z~ fi
ROUND WINDOW ASSEMBLY) II 9 3
MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION
PER EVERY OTHER BLADE
GLASSDOORO W VI ce 3 O
u
1 MIN
LIGHT-N-VIEW WINDOW fro EDGE }(r1/2°MAX
wa
S N.T.S. EXTERIOR ELEV k0 DISTANC L a
�nmL 5 6
m 2:p p C7 3 16 1/4"MAX.FROM PIN GUIDEA. N
Z Z TO BUSHING WASHER ITYPJ
~ow in a ACCESS 1/4-20 MACHINE BOLT W/NUT @
to 1/2° HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C.
F 2.875'0 HOLE TO SPAN TUBE PER lu y
dRECEIVE ROUND EMBED. ;I DESIGN SCHEDULE ��ii Ix'
WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM
_ -f T1AX. ANGLES PER BEAM END,SIZE
,4 EXISTING .1 PER SPAN TUBE SCHEDULE Iii Oa K r
fi HOST 1/4'0 THRU BOLTS SEE BEAM O Z_03 i 9
f; STRUCTURE SCHEDULE FOR REQUIRED NUMBERS zu
EMBALL
IN CONCRETE OR HOLLOW B BLOCK 3"I
EDN MUM ^^�� E
SPACING,AND 3°MINIMUM EDGE DISTANCE �v- o
0.125° 0.125"
s 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF a c S
g ---�\ s SPAN TUBE SECTION 555w
R 0,196° \\ B
N.T.S. VERT SECTION O v
QS° SPAN TUBE SCHEDULE
�1 NUMBEROF
n ALLOWABLETUDE NUMBEROF MINIMUMANGLE
SPAN THRU-BOTS ANCHORSP
ER
TUBE SHUTTER
LENGTH
ROUND ANGLE
SIZE SPAN
E I + , m WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM �m' p5
In a>> ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o d
1 r 60" 123.8' 135.2" 2 Z 2 3 4' 7" Eil
,p 2'k5'k 96" 101.7" 10°.9" 2 2 3 _- 3 7" 7" yyg rq �p
0.125"
- 123" 89.9' 94.4" 2 2 3 3 7° 7' ,[€
2'ke'k 80" 129.1• 157.0' 2 2 2 3 4' 7" ¢¢
ll
/ 96" 114.8' 124.1" 2 2 3 3 7" 7"
0.125" 123" 102 6' 109.6" 2 2 4 4 10" 10"
60' 138.0' 198.9" 2 2 3 3 _7" 7' 3
02.875" 03.250" I�T 0.188 � I 0.125' �" 122.7' 155,7" 2 2 3 4 -.-10;_7°- 70
s 123" 115.4 137.5" 2 3 4 5 10" 13" gg pp@
60" 158.11 240.(r 2 2 3 t:4::::::: 7'
2"""" 98 140.69.9" 2 3 4 6 f0" 18' o T & e
' LIGHT-N-VIEW WINDOW i °'°75° 1322' 203.1" 3 4 5 7 13" ���@
ryry \ / 123" C0PI'P1f71TFIWIXLBEMU.900 PE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB -/ SPAN TUBE SCHEDULE NOTES.
1. USE x3'.1 4 R x"x 4"ANGLES FOR 2"xS°&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"40"BEAMS. SCALE:
3. USE BEAM SCHEDULE FOR DETAIL 3/8. pace oescNTPTION:
- 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND oc
2
BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
c 6. LAP BEAMS ARE NOT ALLOWED. no
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
8
ANCHOR SCHEDULE: CONCRETE
R .
2.5"MIN EDGE DISTANCE
Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" •��}3�1 /'7
LOAD CONN TYPE CONN TYPE CONN TYPE '
i ANCHOR (Psf) Cl C2 C3 C4 CS C1 1 C2 C3 C4 CS Cl C2 C3 C4 C5
1/4°ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0 16.0"16.0" 9.0" 13.0"16.0"16.0 9.5 5.5" 8.5" 14.5" "
ULTRACON WITH 1-3/4" _53 16.0"16.0"10.5"14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" . A IFN m°•'
EMBED(3192pst MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9_5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.S' 10.5" �j7
3/4"M[LLEN[ AST 43 16,0" ].6 0"IS" 16 0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 0.5" 5.5" 9.0" 13.5" 2 x S ITYP. g / BO COMBINATION COMBINATION
W J
WITH 1-3/4^EMBED(3275ps1 53 16.0"16.0"11,0"15,0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.S' 9 5..
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16,0" 8.5" 5.S' 9.0" 13.5" 13,5" 7.0" 4.5" 7.5" 9.5" D a` j U C ul
70 16.0"12.0" 7.0" 51.0"16.0"14.0" 7.0" 4.5" B.O" 10.5"13.5" 7.0" 4.5'_ 7.5" 9.5" f11 a L7
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" Z a
W
1/4"ELCO CRETEFLEX SS4 43 16.0 16.0"16.0"16.0"16.0g16. 16.0"13.5"16.0"16.0"16,0"12.5" 8.0" 13.0"16.0" N1x5 TYP. 2x5 TYP. "i9 3W/2"EMBED(3350psi M[N 53 16.0"16.0"16.0"16.0"16.016.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W WCONC) 62 16.0"16.0"12.5"16.0"16.012.5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0"70 16.0" 16.0"10.5"16.0"16.010.5" 7.0" 11.5"15,0"16.0"10.0" 6.5" 11.0"14.0"10016.0" 10.0" 6.5" 11.0"14.010.0" 6.5 11.0"14.0"16.0"10.0" 6.5 11.0"14.0" N 0
1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ~
a
cl cz c3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 SPACING DIAGRAM FOR 02 & C4 CONNECTION TYPE:
1/4^ITW TAPCON OR ELCO 43 16.0"16.0" 7.5"1 8.0" 16_0"16.0"16.0"[411. 5.5" 16_0'•16_0" 9.0" 3.0" 4.0" 14,0"
i -- - C2 CONNECTION TYPE USING PIECE @0 WITH OUTSIDE tri
ULTRACON WITH I-3/4° 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5"/ 10.0" ANCHORS ONLY
m EMBED(3192psl MIN CONC)- 62 16.0"15.5" 4.5" 5.5" 160"16.0" 9.0"a
" 14.5' 14.5" 7.5" / 10.0" C4 CONNECTION OUTSIDE ANCHORS E USING PIECE®WITH m
LY
70_16.0"12.5" 4.0" 5.0" I6A"15.0" 7.5" 1.0"14.5" 7.5" 10.0"
..100 14,5" 7.5"����EN,wo-0"10.S' 7,5" 0.0"14.5" 7.5"/ 10.0"
1/4"MILLEN IUM MILLFAST .43 16.0"16A"11.0"13.5"16A"16,0"13_06.0"13.0" 7.0" 4.0" 6.5" 10.5" _
WITH 1.3/4'EMBED(3275PSI 53 16.0"16.0" B.0" IS.O"16.0" 16.0" 9.0" 6.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: W 8
psi
d
MIN CONCRETE) 62 16.0"LI.S" 6.0" 9.0" 16.0"13.5" 7.0" 1.0"10.5" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING a70 16.0" 9.5" 5.5" B.0" 16.0"11.5" 5.5" 8.5" 10.5" 5.5"/5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BEi N� 0 C 100 IO,S' 5.5" 5.5" 7.5" 10.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1),
6� I/4"ALL-POI SOLID-SET -1.1/4"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O m Y o1
3 8 ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR u
1/4-20 SS MACHINE SCREW 43 16.0�196 0" 8.5"_10.5"16_0"16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERU
(3000ps1 MIN CONC) 53 16.00" 6.5" 8,0" 16.0"16.0" 8.5" 4:0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN, �62 16.00" S.D" 7 0" 16.0 12.5" 6.5" 3.5" 5.0" 10.0" 0.0" 5.0"j 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. L�70 16.0 " 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" E:
m 100 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a g
3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER „ v
1/4"ALL-POINTS SOLID-SET -_..._.-- ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
LL ANCHOR W/7/e°EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2 C3 C4 CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF +
CONNECTION TYPE.
1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16,0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" {'"C t
8 (3000ps1 MIN CONC) 53 16.0"16.0"73.5"16.0"16_0"16.0" 14.0" 8,5 13.5"16,0"16,0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE I`�1+1',
62 16.0"I6.0^1 16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" B.5" 5.5•' 9.5" 12.0"1 ONLY.
,^" 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"113.0"116,0"j6.5" 5.5•• 9.5" 12.0"
R6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" fl.5" 5.5" 9.5•' 12.8^16.D" &.5" 5.5" 9,5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4"POWERS SSN 2-5/8°MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4-2055 BOLLTT AND Cl I C2 I C3 C4 I CS Cl I C2 C3 I C4 I CS I Cl C2 C3 C4 CS FINISHES.
E 1"EMBED(3000ps1 MIN q3 16.0"16.0°14,0"16.0"16.0"16.0"14.0" 8.0" 12,5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o
CONC) 53 L6,0" 9.5" 14.0".16.0"16.0" 9,5'_ 6.0" 10.0"t6.0"11.5" 6.8" 4.0" 7.0" e.D'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING :1 SSa
MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR g &
62 16.0"12.5" 7,5" 12.0"16.0"14.5" 7.5" 5.0" B.5" I3.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. 4
70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" Inn
q 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11,5" 6.0" M1.0" 7,0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,.FASTENER
SHALL BE LOCATED IN CENTER OF NOMINAL 2"X4"(MIN WOOD STUD.3/4° x�'
>n 3/4"POWERS SS DROP-IN3-1/2°MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LNG SCREWS SHALL �����
m W/1/4.20 SS BOLT AND -Cl c2 c3 c4 c5 Cl C2 c3 c4 C5 Cl C2 C3 U CS HAVE PHILLIPS PAN HEAD OR HEX HEAD, 1%
1°EMBED(3000ps1 MIN 43 16.0"In
.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 MINIMUM OF 1/7,°ENGAGEMENT OF THREADS IN :515
CONC) 53 16.0" .0"16.0"16.0"10.0" 6.5" 10.5"16.0 12_0" 6.0" 4.0" 7.5" B_5" BASE ANCHOR AND MAY HAVE EITHER A PAN EAD,TRUSS HEAD,OR WAFERt $
62 16.0" 2.S"16.0"15.0" 8.0" 5,0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N. - ad
70 16.0" 1.0"16.0"12.5" 6.5" 4.5" 8,0" 9.5" 12.0" 6.0" 4.0" 7.5" B,5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. s100 12.0" .5" 8.5 f2.0 6.0" 4.0" 7.5" fl.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® y WE R i $
2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Wn i E 3�
#12 SMS W/2"EYEWALL Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. COWBOHfFlWIXLBENINDOPE
ARMOR INSERT W/2"EMBED 43 16.0"16.0'•11.5"14.0"16.0"16.0"16.0" 7..55..'' 10.0"16,0"16.0" 9.0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE.
(2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0 16.0"11.5" 8.0" 16,0"14.0" 7.0" 3.5" 5.5' 10.0" 15-2339
62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.U" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 6-CA-LE-1 - -
.E DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
70 16.0"12.0" 6.0" 8.0" 16,0"14.5"1 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK -
100 14.0" 7.0" 3.5" S.5" 10.0" 14.0" 7.0" 3,5" 5,5" 10.0"14.0" 7.0_' 3.5" 5.5" 10.0"
Al2 BMS W/2.75'EYEWALL 43 16.0 16.0 16.0 16.0"16.0" 16.0"16.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16A" of
ARMOR INSERT W/2.5° 53 16.0"16.0"12.0"16.0"16.0"16.0" 15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0•' 99
EMBED(2000ps1 MIN CONC) 62 16 0"16.0" 9_5" 13.5"16.0"16.0"11.5" 6.5" 9.S' 16.0"16.0" 9.0" 5.0" 8.0" 13.0"
g 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8,5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" (-0)
$ 100 I6.0" 9.0" 5.0" B4O" 13.0"16.0" 9.0" 5,0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 130"
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •IIVI j ]'7,.
61 Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To IX-0" Spans UD To 6'•0" Spans Up 70 8'-3" Spans UD To 12'-0" Z
t LOAD CONN TYPE CONN TYPE CONN TYPE C INN TYPE I CONN PE CONN TYPE
HO ANCHOR
Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 Cl C4 CS Cl C2 C3 C I CS Cl I C2 C3 I C4 I CS . 2`
5/16"ITN/TAPCON XL WITH
43 16.0"16.0"16.0"16.0":6.0"16.0"16.0"112.0" 12.5'16.0"
1-3/4°EMBED(2899ps1 MIN 53 16.0"16.0"14.0"16.0"16.0"16.0"14.5" 9.0" 14.0"16,0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" O, 5f4 M•`(V
CONC) 62 16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16,0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.S' 12.0"16.0"16.0" 9.5" fi.0" 10.5"
0.
00 16.0" 9.0" 6.0" 10.0"12.5"16.0', 9101, 6.0" 10.0"12.5•'16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 16.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9S" 6 0" 10.5"13.0" �
_
5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9_0" 15_0"16.0" � W
1-3/A"EMBED(3500ps1 MIN 53 16_0"16.0"16_0"16_0"16.0"16.0"15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" II.Y'13.5"16.0"16.0"16,0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" ¢ U' Bf
CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5'16.0"16.0"14.0"1fi.0"16.0"16.0"13.5" 9.0" 15.0"16.0"16.0"30.5" 7.5" 12.5"15.0" UI Q Z 7 a
70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5'16.0" 9.5" 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"16.0"10.5" 7.5" 12.5"15.0 Z w m W
u 100 16.0" 9.5" 6.5' 11.5"13.5"16,0" 9.5" 6.5" 11.5"13.5'16.0" 9.5" 6.5" 11.5"13.5"L6.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5' 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0" L ?� m
1/4"304 SS POWERS TAPPER 1-1/2'MIN EDGE DISTANCE 3'MIN EDGE DISTANCE W 3 M 3 ,
W/1-3/4"EMBED(3000ps1 C1 C2 C3 CA CS Cl C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 CA C5 Cl C2 C3 C4 C5 CS C2 C3 C4 C5 U)a:$3 m
MIN CONC) 43 16.0"14.5' 6.5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0"_ 3.5" 4_0" 55" 16_0"16.0"13.5"16.0 16.0"16.0"14.0" 8.0" 12.0"16.0 14.5 7.5" 4.5" 8.0" 11.5" �Q
53 14.0" 8.5" 4,5" 6.5" 14.0" 9.0" 4.5" 3.D" A.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16,0"16.0" 9.5" 13,5"16.0"16.0" 9.5" 6.0" 9.5" 16.0 12_0" 6.0" 4.0" 6.5' 8_5"
62 11_5" 6.5" 7.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" 8_5" a
_ _. ._ -
1' 70 9.5" 5.0" 3.0" 5.0" 10.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16,0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6,5" 8.5"
100 12.0" 6.0" 4.0"169" 8.5" 12:0" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
IN EDGE DISTANCE
2-1/2"MW•�
I"MIN EDGE DISTANCE
Spans UD To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" �
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE F .
d O ANCHOR (psI)
Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl. C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS �N rn
m' 1/4"I7W TAPCON WITH 43 8.5" 7.0" 3.5" 8..5 6.0" 3.5" 6.0" 3.5 11.5"10.0" 5.0" 6.5" 11.5' 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" 3.0" 4.0" '.�°06,M
_.
1-1/4"EMBED 53 7.0" 4.0" / 7.0" 4.5" 4.5" / 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0"
62 3.0" / 6.0" 3.5" / �/ 6.0"W4; 41 8.0" 50" 4.0"
70 4.5"��/ 5.0" 3.0" 6.5" 6.5" 4.0" 4.0"
IDD 4.0" 4.0"
-.._.... (fir
1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" 13.0 10.5 4.5 6.0 13.0 9.0 S.D" 3.0 4.0 9.0" 5.0" 4.0"
E
$ 1.1/4"EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5" 10.5" 6.5" 3.5" 5.0" 10.5" 6.5"; 3.5" 3.5" 6.5" 4.0" 3.0" � "y g
62 8.5" 9.0" 8_5" 4.5" -4.0" 9.0" 5.0"i 4.0" 4.0" 3.0" a o
m 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5'r' 3.0" 4.0" 3.0" m fi
y 100 4.0 3.0" 4.0"i 3.0" 4.0" 3.0"
§ O 1/4"MILLENIUM MILLFASr 43 12.5"10.5" 4.0" 5.0" 12.5" 9_0" 5.0 9.0" 5.0" 4.0" 13.5"11.5" 5.5" 7.5" 13:5"10.0"x. 5.5" /5.0" 10.0" 5.5" 4.5" o
m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10.0" 6.5" 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0" 4.0" 7.0" 4.5"
3 62 8.0" 4.5" 8.5" 5.0" 4.0" 4.0_'_ 9.0" 5.0" 5.0" 9.5" 5.5" / 4.5" 4.5"
70 6.5" 7.0" 4.0" 4.o" 7.5_' 4.0" 4.0" 8.0" 4.5" 4.5"
Gi z 100 4.0" 4.0" 4.0" 4,5" 4.5" 4.5"
u 1-1/4'MIN EDGE DISTANCE _ 2'MIN EDGE DISTANCE
A O1/4"ALL-POINTS SOLD-SET Ci C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5
ANCHOR W/7/8"EMBED&
Jo 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0"115.9':111.0"1 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16,0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0': 16.0"11.0" 5.5" 3.0" 4.5" 8.5" n a q
x 53 12.5" 7.5" 3.5" 4.5° 12.5" 8.0" 4.0" 3.5" 8.0" 5.0" 3.5" 16A"13.0" 6.0" 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5"
62 10.0" 5.5" 4.0" 10.5" 6.5" 3.5" 9,5" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" A.0" 6.5"
•� 70 8.5" 4.5"� 3.5" 9.0" S.S. 4.0" 5.0" 3.5" 14.5" B.0" 4.0" 6.0" 15.5" 9.5" 4.5 4.0 7.0" 9.0 1.4.5" 4.0" 6.5" eg
E 100 5.0" 3.5' S.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" fi.5" 1. 4.5" 4.0" 9.0" 4.5" 4.0" 6.5" &9
8 _ 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE ' §
b 5/16"LTW TAPCON XL WITH -Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C3 C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS
m 1-3/4"EMBED
.6 43 16.0 16.0 9.0 12.0 16.0 14.0" 7.5" 5.0' 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5"
53 15.5" 9.5" 6.0" 9.5" 15.5"10.0" 5,0" 6.5" 10.0" 6.5' 4.5" 4.5" 5
62 13.0" 7.0" 4.5" 8.0" 13,0" 8.0" 4.0" 5.5" 6.5" 6.5" 4.5" 4,5"
p,� 70 10.5 5.5" 4.0" 7.0" 11.0" 6.5 5.0"
R`i' 100 6.5" 3.0" 4.5" 4.5" 6.5 4.5" 4.5" 6.5" 4.5" 4.5" �.
1-9/16•MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE 1 & R
5/16"ELCO ULTRACON WITH CI C2 C3 C4 CS Cl Cl C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 GI CS CI C2 C3 C4 CS 00Ffl0 B FRWLBDWMP.E
1.1/4"EMBED 43 12.0"10.0" 12.0" 8.5" 8.5" 16.0"36.0" 8.5" 11.0"16.0"15.0" 8.5" .7.5" 15.0" 8.5" 7.0"
9.5" 6.0" 15-2339
E 62 8.0" 8.0" SCALEe
7.0" PAGE OE6CRIP770Nt
n
ANCHOR NOTES:SEE SHEET O
_ 9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2'MIN EDGE DISTANCE ��� .••' "•
SDans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
LOAD Z<( •�•L
r$ ANCHOR CONN TYPE CONN TYPE CONN TYPE
s (psN Cl 1 C2 1 C3 I C4 I CS Cl I C2 C3 C4 CS C1 C2 I C3 I C4 CS
#12 SMS W/2"EYEWALL 43 16.0"116.0"17.5" 9.0" 16.0"15,5 8.5" 4.5" 6.5" 15,S" 8.5" 4.5" 4.0"
3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"1L.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" '
EMBED
62 14.0" 7.5" 4,0" 6.0" 14.5" 9.0" 4.5" 4,0" 7.0" 7.0" 3.5" 3.5" 5.0" S A
70 11,5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" -p -p
100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5-
ANCHOR
ANCHOR SCHEDULE: WOOD (G=0.55) �'''�ii 'I
3/4'MIN EDGE DISTANCE 4 a €i
V1 Z
G Spans Up To 6'-0" Spans Up To 8'-3" Soans Up To 121•0" Eq m g w
�A❑ (Fs� CONN TYPE CONN TYPE CONN TYPE Oqql ,
11
z ANCHOR C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W .-I
1/4•LAG SCREW WITH 1-314" 43 16.0"16.0"13.5"12.5"16.0"16.0•'16.0" 7.5" 9.0" 16.0"16.0"14,5' 4.5' 6.0" 16.0"
MIN THREAD PENETRATION 53 16.0"1fi.0" 8.5" SD.0"i6.0"16.0"16.0" 6.0" 7.0" 16_0"16.0"11_5" 4,0" 5_0'• 16.0" to K
62 16.0"16.0" 7.0" 8.5" 16.0"16.0"114.5--1 5.0" 6.0•' 16.0"16.0"11.5" 4.0" 5.0" 16.0" 0 W
to W..
70 7.5• 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 5.0" 16.0
100160" 645.0" 16.0"16.0"111.5' 4.0" 5.0" 16.0"16.0"11.5" S.0" 16.0"1 't 4
a
N 7/16"WOOD BUSHING WITH 43 16_0"16.0" 8.0" 10.0"16_0"15_5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
ii 1.13"MIN EMBED&1/4-20 53 16.0"10,5" 5.5" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0"
O SS MACHINE SCREW rn
62_14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5' 4.0" 5.0" m
❑ °Ismn 70 17.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0"
3 1'"'00100 100 7.0" 3.5" 4.0" 5.0•' 7.0" 3.5"/ 4.0" 5.0" 7.0'• 3.5" 4.0" 5.0"
#14 SMS OR#14 WOOD 43 16.0;'116.01: 12.5"14.5"16A"16.0"16.0" 8.0" 10.0"1fi.0"16.0"11.5" 5.0" 7.0" 16.0"
SCREW WITH 1-3/4"MIN 53 16.0'116.0' 9.0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" uli=5
THREAD PENETRATION K 5$
d 62 16.0"16.0" 7.5" 9_5" 16.0"16,0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0.'
70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0 P�~0- c
1005.5" 13.0"16.0" 9.5" A.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" c p ro
ANCHOR SCHEDULE: WOOD (G=0.42) O zm pay{
3/4"MIN EDGE DISTANCE E
R ri ¢pans UD To 6'-0^ Spans Up To 8'-3" Spans UD To 12'-0"
�S LOAD CONN TYPE CONN TYPE CONN TYPE s
O ANCHOR In
(P9f) CI C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2' C3 C4 CS 3 g
1/4"LAG SCREW WITH 1-3/4' 43 16.0"16,0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5'1 3.5" 4.5" 15.0"
a
MIN THREAD PENETRATION °1
4 _53_16.0"Ifi.0" 6.5" 8.0" 16.0"16.0"12.5'_ 4_5" 5.5" 16.0"15.0" 7.5"! 3.0" q.0" 11.0"
a ry 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0"7 5 3.0" 4.0"
S v 70 16,0"13.5'• 4.5" 6.0" 16.0"1fi.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.S' 3.0" 4.0"d110"'.'
o
L 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0"#14 SMS OR#14 WOOD 43 16.0"16.0" 8.5' 10.5"160"160'•125' S.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0"SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0"8THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13,0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" A.0"70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" B0" 10.5" 5.5" 2.5" 4.0"._100 10.5• 5.5' 2,5' 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5' S.S" 2.5•' 4.0"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
F 4"MIN EDGE DISTANCE
ll Spans UD To 6'-0" Spans Up To 8'-3" Spans UD To 12'-O"
m LOAD CONN TYPE CONN TYPE CONN TYPE - cq
i6 O ANCHOR (Ps() Qf,
= C1 C2 C3 CA CS CI C2 C3 C4 CS C1 C2 I C3 I C4 C5
5/16°ITW TAPCON XL W/ 43 16.0"16_0"16.0"16.0"+16 16.0"15.0"16.0"16.0"16.0"15.0" 9.0_' 14.0"1'6,0" ;gq�
2-1/4"MIN.EMBED 53 16.0"16.0"16,0"16_0" 16.0"11.0"16.0"16.0"16.0" 12.0" 06
�p 62 16.0"16.0"14,0"16.0" 15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" d r
k _-
70 16.0"16.0"11.5 16.0" 12.5" 8.0" 12.5"16.0" "12.0" 7.5" 16.0"100 16.0"12.0" 7.5" 12.0" 12.0" 7.5" 11.0"16.0"16.0"12,0" 7.5" 12.0"16.0" se
O 5/16'ELCO ULTRACON W/ 43 16.0"16.0 10.5"14.0"16.0 16.0"10.5" 6.5" 9.5" 16.0" 11.0" 5.5" 6.5" 9.0" R
w g 2.1/4•MIN.EMBED 53 16.0"13.5" 7.5" 11.0"Y6.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5'• CCPYAIOBIfWld(LBDWA1pPE
1O 62`16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0"' ',/%i/6s• 15-2339
5 70 15.0" 8.0" 5.0" 6.0" 15.5" 9.5" 5.5" 7.0" 9.0"�/ / �' ��6.5"
p
SCALE:
z 100 9,0" �• �5.5" 6.5" 9.0"% 5.5" 6.5" 9.0" �// .6.5" PAGe DeSCRIPTIONI
U 2"MIN EDGE DISTANCE
-_C3 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS
77
#12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5' 11.5'16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 11.5"
ARMOR INSERT W/2°EMBED 53 16.0"16.0" 7.0" 9.0" 4.5" 6.5" 16,0"11.5" 6.0" 3.0" 4.5" 8.5"
62 16.0"13.0" 5.5" 7.5"116,0"11,1.9'1 7.5" 3.5' 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET
70 16.0 10.5 5.0 6.5 16.0 12.5 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5"
100 11.5" 6.0" 3.0" 4.5" 8.5" 13.5" 6.0" 3.0" 4.5" 6.5" 11.5" 6.0" 3.0" 4.5" 8.5" 9F0R ANCHOR NOTES.