1/16/2016 Florida Building Code Online

https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXb0w%3d%3d 1/2

BCIS Home   Log In   User Registration   Hot Topics   Submit Surcharge   Stats & Facts   Publications   FBC Staff   BCIS Site Map   Links   Search  

Product Approval USER: Public User

Product Approval Menu > Application Detail

FL # FL16893R2Application Type RevisionCode Version 2014Application Status

CommentsArchived

Product ManufacturerAddress/Phone/Email

Authorized Signature

Technical RepresentativeAddress/Phone/Email

Quality Assurance RepresentativeAddress/Phone/Email

CategorySubcategory

Compliance Method

Approved

MAXIMUM SHUTTER SYSTEMS2004 TIGERTAIL BLVD.DANIA BEACH, FL 33004(954) 839-0037info@maximumshutters.com

Ryan Kuechenbergryan@maximumshutters.com

ShuttersAccordion

Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 

 Evaluation Report  Hardcopy Received

Florida Engineer or Architect Name who developedthe Evaluation Report

Pedro De Figueiredo

Florida License PE52609Quality Assurance Entity National Accreditation and Management InstituteQuality Assurance Contract Expiration Date 12/31/2017Validated By Jesus Gonzalez, P.E.

 Validation Checklist  Hardcopy Received

Certificate of Independence FL16893_R2_COI_15112 CI.pdf

Referenced Standard and Year (of Standard) Standard YearASTM E1886 2005ASTM E1996 2009ASTM E330 2002TAS 201 1994TAS 202 1994TAS 203 1994

Equivalence of Product StandardsCertified By

Sections from the Code

1/16/2016 Florida Building Code Online

https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXb0w%3d%3d 2/2

Product Approval Method Method 1 Option D

Date Submitted 04/28/2015Date Validated 04/30/2015Date Pending FBC Approval 05/06/2015Date Approved 06/22/2015

Summary of Products

FL # Model, Number or Name Description

16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER

Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/160 Other: PRODUCT TO BE MANUFACTURED, DESIGNED, ANDINSTALLED PER DRAWING SPECIFICATIONS 15112

Installation Instructions FL16893_R2_II_15112 DWG.pdf Verified By: Pedro De Figueiredo 52609 Created by Independent Third Party: YesEvaluation Reports FL16893_R2_AE_15112 PER.pdf Created by Independent Third Party: Yes

Back Next

Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 8504871824

The State of Florida is an AA/EEO employer. Copyright 20072013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement

Under Florida law, email addresses are public records. If you do not want your email address released in response to a publicrecords request, do not send electronicmail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to 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 if they haveone. The emails provided may be 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 Chapter455, F.S., please click here .

Product Approval Accepts:

........... ,,,,,,, ••• "'� OE FJ, , ....

SUPERNOVA ACCORDION SHUTTER , •••• t) "'' ........... l,,l �·-... g

,_l .� ......... � C EN s·;: . . �-\ ;i � ,ffe,• \. � •.�- LLJLW(l)

�"" .. • -�- 11)::::io

EXTRUDED ALUMINUM ACCORDION SHUTTER 1 ! N�� 52601C \ o ": :ci � � :

, ,� ": • lLI lU LO

i*0 * �5 ;�� -----------------------------------------------------------------------------�--- -,,"-i \ -- : � i 0

FLORIDA STATE APPROVAL -:. � \ -> 1

�OF l �: �

-;.o·-.. P l�! CODE VERSION: FLORIDA BUILDING CODE 201 4 ��:.<'�;·-.... � I R �-�· �A��l-"'"

APPRovED FoR usE 1N HvHz AND ouTs1DE HvHz •• .. :�:s, ON .. t· � � ... ··� � �CATEGORY: SHUTTERS -- SUBCATEGORY: ACCORDION ""•,,,,m,,,,••••1 • � � g:i IMPACT RESISTANT: (LEVEL D) - LARGE$ SMALL MISSILE APR 2 8 t01� � � � 8

---------------------------------------------------------------------------------' . LUDU

GENERAL NOTES: (FLORIDA BUILDING CODE 20 I 4 - HVHZ $ non HVHZ)

I - DEFINITION: THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LEVEL D OR LARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL.

2- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDINGCODE UNDER TAS 20 I , 202 AND 203, ASTM E330, ASTM E 188G $ ASTM E I 99G.

3- POSTING: A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 20 I 4 SECTION I 7 I 0.8. IT SHALL BE ONE LABEL PEROPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE.

4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-IO AND PROVIDED BY A PROFESSIONALARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOTEXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED.

5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-TG OR AS NOTED.

G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL.

7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFYTHE FOLLOWING:

7. I - THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE.7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE

REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT.

8- 33 I /3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THISPRODUCT APPROVAL. HOWEVER, WOOD ANCHORS WITH I .G LOAD DURATION INCREASE FOR WIND LOAD HAVEBEEN USED.

USER INSTRUCTIONS:

I - DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES.

2- CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A.

3- VERIFY GLASS SEPARATION ON TABLE 2 If APPLICABLE.

4- DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED ASPER SHEETS 3, 4, 5, G, 7 $ 8. SECTIONS CAN BE INTERCHANGEABLE.

5- THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGNPRESSURE FROM GENERAL NOTES 4

TABLE OF CONTENTS:

SHEET

2

3

4

5

G

7

8

9

10

I I

12

13

DESCRIPTION

TABLE OF CONTENTS, GENERAL NOTES, USER INSTRUCTIONS

TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLASS SEPARATION TABLE 2

TYPICAL SECTIONS A, BI, B2, B3, B4 WITH ANCHORAGE TABLES

TYPICAL SECTIONS B $ C WITH ANCHORAGE TABLES

TYPICAL SECTIONS D, E $ GH WITH ANCHORAGE TABLES

TYPICAL SECTIONS F, G $ I WITH ANCHORAGE TABLES

JAMB AND CORNER SECTIONS "J"

LOCK MALE $ FEMALE SECTIONS "L"

LOCK UN/MATE SECTIONS "M"

STANDARD LOCK SECTIONS "N"

BILL OF MATERIALS, ANCHOR SCHEDULE$ BLADE ASSEMBLY.

COMPONENTS

SECTION "X" DETAILS

ASSOCIATION:

N.A.S.A STANDARD COMPLIANCE:

ASTM E330, E 199G (LEVEL D MISSILE) TAS 20 I, 202, 203 (LARGE$ SMALL MISSILE) ASCE 7-10, SSTD I 2-99, ADM- I 0, NDS-1 2

NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C.

8717 NW I 17 ST, STE I HIALEAH GARDENS, FL 330 18 Tel.: (78G) G2 I-G70G Fax: (78G) G2 I -G708 WWW.NASASHUTTER.COM

U 0 iiZ _j

0��9St zollilL@ii2 0 '0 it:JUlflLUu �0rn50 [G as � c§ as

PK DRAFTING f MORE INC.

SCALE:

NA DATE:

04/28/1 5 DRAWING#

15-1 12SHEET

01 OF 13

TABLE I MAXIMUM ALLOWABLE # I BLADE

SHUTTER SPAN X PRESSURE

BLADE SPAN PRESSURE (PSF) INCHES POS NEG

GO IGO IGO GG 158 158 72 144 144 78 133 133 84 124 124 90 I I G I I G9G 108 108 104 100 100 108 93 93 114 83 83 120 75 75 12G G8 G8 132 G2 G2 138 57 57 144 48 52 150 41 48 IG2 30 40

NOTES:

TABLE I A MAXIMUM ALLOWABLE # I If:# I B BLADES

SHUTTER SPAN X PRESSURE

BLADE SPAN PRESSURE (PSF) INCHES POS NEG

GO /GO !GOGG 158 158 72 144 144 78 133 133 84 124 124 90 I I G I IG 9G 108 108 104 100 100 108 93 93 114 83 83 120 75 75 12G G8 G8 132 GI GI 138 53 53 144 45 47 150 38 42 IG2 28 33

I - ACCORDION SHUTTER BLADE SPAN (INCHES) FOR ALL CONDITIONS

2- PRESSURE - DESIGN WIND LOAD (PSF)

3- LINEAR INTERPOLATION IS ACCEPTABLE FOR DESIGN WIND LOADS AND BLADE SPAN BETWEEN TABULATED

VALUES.

4- USE TABLE I A WHEN ONE OR MORE TYPE I B BLADE IS USED

5- BLADE REVERSED INSTALLATION IS ALLOWED FOR ALL MOUNTED CONDITIONS

INTERIOR/ EXTERIOR

INTERIOR/ EXTERIOR

INTERIOR/ EXTERIOR

INTERIOR/ EXTERIOR

INTERIOR/ EXTERIOR

INTERIOR/ EXTERIOR

TYPICAL ELEVATION TYPICAL CROSS SECTION

'-.,'

cL

u

<[ Ck:

zf-<[ ()_

f- (/)

cL wu �<[ <[ Ck: _J f- �Ck:

f-f-

(/)

t

-IA,B,C,D,E I

- -I")

� -,_ C\j C\j

-,_ -,_� � -,_ L, M, NI � -,

t_ __ t

LJ -....

A,B,B1 ,B2,B31B4,C,D,E,F,G,I LSHUTTER WIDTH (SW) IND LIMITATION -1

TOP TRACK

11

BOTTOM TRACK

GLASS

SEPARATION

TABLE 2

ALL ALUMINUM BLADES

COMBINATION ALUMINUM / LEXAN BLADES

BLADES CAN BE ARRANGED IN MANY

COMBINATIONS AS REQUIRED

ALL LEXAN BLADES

MINIMUM SHUTTER SEPARATION FROM GLAZING

GLAZING SEPARATION (INCHES)

BLADE TYPE BLADE SPAN <=GO" <=104" <= IG2"

ALUMINUM 2" 2 3/4" 3" ALL ELEVATIONS

LEXAN 3" 3" 3" <=30

1

ELEVATION

LEXAN 2 1/8" 3" 3" >30

1

ELEVATION

NOTES: 1- SEPARATION FROM GLAZING AREAS SHALL BE MEASURED FROM

GLAZING SURFACE TO THE INNER MOST BLADE OR LOCK SURFACE.

2- GLASS SEPARATION IS APPLICABLE ONLY WITHIN THE HVHZ

(BROWARD AND MIAMI-DADE COUNTIES), WIND ZONE 4 AS PER

ASTM E I 99G AND ESSENTIAL FACILITIES AS DEFINED ON ASCE

7-10.

3- WHEN SHUTTER IS ASSEMBLED WITH BOTH TYPES OF BLADES THE

LARGEST GLASS SEPARATION SHALL APPLY.

APR 28

z0

g] ��� 0

:::i

§�<( :r:: lL tf) z

�� <(

IL <( it D0 z

. IL � 0 U) �;'.§ � . :i :r::u <( z <(0 0 lLI - _J (f) ti:� (f)

z <( z :r::

p K DRAFTING $ MORE INC.

SCALE:

NA DATE:

04/28/ 15 DRAWING#

15-1 12SHEET

02 OF 13

TYPICAL SECTIONS A, BI, B2, B3, B4

I-

w :r: 0,: w I-I-::i :r: V)

SECTION A BUILT-OUT ON ANGLE

HEADER OR SILL

2,2A

� ...;

MICO

I <[ 0... (/)

w � <[ _J p:i

MICO

...;

1/4-14X1' GR5 SDS DR 1/4-20X1/2' HHMS W/NUT

SPACED AT 12'DC

<[

I- V)

:r: w l:J �

w <[ :r: 0,: t I- MICO

:r:(/)

...;

1/4-14X1' GR5 SDS DR 1/4-20X1/2' HHMS W/NUT

SPACED AT 12'DC

MAX. BLADE SPAN IN INCHES

CHOR SCHEDULE ON -�

AND ANCHOR SCHEDULE

1/4-14X1' GR5 SDS DR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'DC

1/lB

ANCHORS DESIGNED AS PER SECTION A ON TABLE BELOW

SECTION Bl "A" TRACK ON

REVERSE ANGLE SILL ONLY

ANCHORS DESIGNED AS PER SECTION Bl ON TABLE BELOW

EMBED.=1

ANCHORS DESIGNED AS PER SECTION B2 ON TABLE BELOW

EMBED.=1

SECTION 52

"A" TRACK ON STD ANGLE SILL ONLY

SEE AN SHEET 11

ANC

FDR ANCHOR TYPE\ HDRAGE SPAC I NG7 \ "",

M AX IMU M A N C H O R A G E P R E S S U R E

162 132 s A Al B Bl C D A Al B Bl C D A 14 40 -- 40 40 40 40 62 -- 62 49 62 49 90

SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 A, B1, B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93

B3, B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 4 40 40 40 40 40 40 62 62 62 62 62 62 93

I-:r:

w

0,: w

I-

(/)

l II l:J

w :r: 0,: w II::i :r:

Wz � <[ <[ 0... �(/)

L MICO

" _x

ru::;:

1/4-14X1' GR5 SDS DR 1/4-20X3/4' PHMS W/NUT

SPACED AT 5'DC

z<[ 0... (/)

w �<[ _J p:i

l_._.__ _ ___.,.""'"""" MICO

1/lB

1/lB

#10X3/4' TEKS AT 12' DC

11�� 1/4-14X1' GR5 SDS DR

1/4-20X3/4' PHMS W/NUT SPACED AT 5'DC

SECTION 54 ADJUSTABLE TRACK ON REVERSE ANGLE

SILL ONLY

ANCHORS DESIGNED AS PER SECTION B4 ON TABLE BELOW

EMBED.=-!

SECTION 53

ADJUSTABLE ON STD ANGLE SILL ONLY

ANCHORS DESIGNED AS PER SECTION B3 ON TABLE BELOW

MAX. BLADE SPAN IN INCHES

SEE ANCHOR SCHEDULE ON SHEET 11 FDR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF)

BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 162 132 108 84 60

( P S F )

108 Al B Bl 22 93 60 26 93 70 39 93 93 52 93 93 79 93 93

s E El E El E El E El E El

14 40 31 62 38 93 46 124 60 160 84 SECTIONS 12 40 36 62 44 93 54 160 70 160 98 A, B1,s2 f----'8

=-=---+---'4-=-o-+-

4=---o=--+---'

6'--=

2=--+----'

6--'

2-+-

9-=--

3=-+-'

8'--

1'-+-"

1-=

2-=

4-+-

10=---

5-1'---'

6'-=

0�1-=

4-6-j

B3, B4 �6��-40�_4�0��6=2�6�2� �9 _3 � 9_ 3�1_2 _4�12�4�1_6 _0�16_ 0� 4 40 40 62 62 93 93 124 124 160 160

B A S E D O N S P A C I N G I N I N C H E S O N C E N T E R

84 60 C D A Al B Bl C D A Al B Bl C D

92 60 116 29 124 77 118 77 160 40 160 108 160 107 93 70 124 34 124 90 124 89 160 47 160 126 160 125 93 93 124 51 124 124 124 124 160 71 160 160 160 160 93 93 124 67 124 124 124 124 160 94 160 160 160 160 93 93 124 101 124 124 124 124 160 142 160 160 160 160

I-z<((f)

<( [I,'. I-

> 2 oi u

:::i � <(

0 z (L -:::i2z

2I-3 (f) �

Ck'.:'.'. <( z (f)� lLJ o Q 112

� Q_ IJ..j 020 [I,'. 0 =:) :::ioll.J

�U) �u�xU5IJ..j <(

z

� ;� oiO :::i

§�<( IlL (f) z 0 (f)

�GJIL <( QZO0

(L [I,'. z

U) �050

. <f'.I C5 <( z <( 0 QIJ..J _....J IS)

�:::f IS) z <( ZI

PK DRAFTING$ MORE INC

SCALE:

NA

DATE:

04/28/15

DRAWING#

15-1 12

SHEET

03 OF 13

I- WzI q <l:

<l: 0...

w �(/)

I

LO'.'. w

I-(Y)ICO

I-

I (/)

J I

SECTION B BUILT-OUT ON

REVERSE ANGLE

HEADER OR SILL

MAX. BLADE SPAN IN INCHES

HOR SCHEDULE ON � SEE ANC SHEET 11

1/lB

-,...-

1/4-14Xl' GR5 SDS OR 1/4-2OXl/2' HHMS W/NUT SPACED AT 12·oc

TYPICAL SECTIONS B AND C

AND ANCHOR SCHEDULE

I-

ANCHORS DESIGNED I L:J

AS PER SECTION B ON TABLE BELOW w

I

w

I-:J I (/)

D

'°

ru

MICO

I z <[

0...

q <[

_J

L (")10'.)

(\J (\J

ru

3,3A

3,3A

FOR ANCHOR TYPE\ "" M AXIM UM ANC H O R A G E P R E S S U R E ( P S F ) B A S E D

ANC HORAGE SPACING7 \ , 162 132 108 s A 14 40

SECTIONS 12 40

B&C 8 40 6 40 4 40

Al B Bl C D A Al B Bl C D A Al B Bl C -- 40 40 40 40 62 18 62 49 62 49 81 22 86 60 81 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93

MAX. BLADE SPAN IN INCHES

SEE ANCHOR SCHEDULE ON

\ SHEET 11 FOR ANCHOR TYPE

�MAXIMUM ANCHORAGE PRESSURE (PSF)

BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING7

1---'1-1

-6

-2

--,--1

-32

---,---1

-0

-9

--,---8

-4

- -r---6

-0

---1

SECTIONS

B&C

s E El E El E El E El E 14 40 31 62 38 87 46 112 60 157 12 40 36 62 44 93 54 121 70 160 8 40 40 62 62 93 77 124 99 160 6 40 40 62 62 93 88 124 113 160 4 40 40 62 62 93 84 124 108 160

El 84 98 138 158 151

D

60 70 86 93 93

O N

A 104 111 124 124 124

I I I I I I I I I I I I I I

r.1.-.J.,

1/lB

1/lB

S P A C I N G 84

Al B Bl 29 110 77

34 119 90 51 124 111 67 124 124 98 124 124

IN

C

104 112 124 124 124

ANCHORS DESIGNED AS PER SECTION C ON TABLE BELOW

SECTION C WALL MOUNT WITH

TRACK 3 OR 3A

HEADER OR SILL

ANCHORS DESIGNED AS PER SECTION C ON TABLE BELOW

IN C H E S O N C E N T E R60

D A Al B Bl C D

77 145 40 155 108 146 107 89 156 47 160 126 157 125 111 160 71 160 156 160 155 124 160 94 160 160 160 160 124 160 137 160 160 160 160

2 8 2015

PK DRAFTING $ MORE INC.

SCALE:

NA DATE:

04/28/ 15 DRAWING#

15-1 12SHEET

04 OF 13

f-I l'.J

wI

� w f-f-

I (/)

_!

ANCHORS DESIGNED AS PER SECTION D

ON TABLE BELOW

< ED> EDGE DISTANCE

� ...;

MICO

! Wz p <r: <[ 0... d(/)

L

,-� ' '

I I ' I

EQ, EQ,

1/lB

.•,':·,'···· ..

SECTION D INSET MOUNT W/ TRACK 2 OR 2A HEADER OR SILL

f:r: l'.J

wI

� w ff:::)I (/)

X ..... <[

ru ru ru

� Wz p <r: <[ 0... d(/)

!

TYPICAL SECTIONS D, E ¢- GH

AND ANCHOR SCHEDULE

SECTION E ANGLE INSET MOUNT

HEADER OR SILL

< ED> EDGE D I ST AN CE s;l;i--.-

\__11

1/lB

.. ; ., ,, .--:::.: .. :·.;·.-.:

.-•·,-····:

ANCHORS DESIGNED AS PER SECTION E ON TABLE BELOW

1/4-14Xl' GR5 SDS OR l/4-20Xl/2' HHMS W/NUT SPACED AT 12·oc

I l'.J

� w f-f-:::) I

I

ANCHORS DESIGNED AS PER SECTION GH

ON TABLE BELOW

#10X3/4' TEKS AT 12' oc

MICO

Wz p <r: <[ 0... d(/)

l

6A'

2

MAX. BLADE SPAN IN INCHES\SEE ANCHOR SCHEDULE ON

_\ SHEET l l FDR ANCHOR TYPE 1 ............ \_M _A_X_I _M_U_ M __ A_N _ C _H _O_ R _A_G_ E_ P_ R_E_S _S _U_R_E __ (_P _S _ F_) __ B_ A_S _E _D_O_ N __ S _P _A_ C_

I_ N_G __I _N _

I_ N_ C_ H_E_S __ O_ N __ C _E _N_T_E _R�

ANCHORAGE SPACING7 ' 162 132 108 84 60 162 132 108 84 60 �sr--++,-

A-..---=B-=-=',--

c-�D--+---A---;=...:,B

=-�c-�D -+---A�=--B:c..=....�C-�D--l---A -�B -�C-�D--+-- A

---=-B-�C -�D---, s E E E E E 16 22 27 -- -- 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 53 74 12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 71 99

SECTION D 8 40 40 26 32 55 62 32 39 67 80 40 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160

::=======::::'.:===�==::::====:====:====:===�====�==:::::::==:::::::==�===::::=::::::::::=:=::::::::::=:====:=======�==:::::===:::::===�==�==�==�====: :::====�=::::;;:::::;;:::;::::::;;::;;;::::;::::::;::::;;;::::;::=::::;;=:;::;;::;;;==: 11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 41 26 24 49 58 36 34 11 22 27 33 43 60 9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 73

SECTIONE 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 59 82

SECTION GH

6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109 4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115

12 --9 20 8 23 6 30 4 40

24 27 36 40

-- 22 25 29 28 33

23 21 37 44 34 31 56 62

21 19 28 25 42 38

23 30 34 46 68

27 -- --36 23 21 40 25 23 53 34 31 80 51 47

29 34 22 20 39 46 29 27 44 51 33 30 59 69 43 40 88 103 65 60

41 48 30 28 55 64 41 37 61 72 46 42 82 96 61 56 123 144 91 84

12 9 8 6 4

22 27 24 30 37 27 34 41 37 45 55 38 47 57

35 49 47 66 53 74 71 99 74 103

6A' (\J

1APR 2 8

1/4-14X 3/4' TEKS z

<( SPACED AT 12·oc I-

(fl lLI

SECTION G H <(

CL

ADJUSTABLE MOUNT I-> 2 CL U

HEADER/ SILL ::) �

<(

0 z O,_ - ::) 2

z 2 I: -

3 (f) � � <( z (f)

,:..: ILl oQ�

�(L lLI D 2D CL

8::) ::) 0 lLI CL U (.')

�U) I- U CL iD <( s

_J _J z

0

� �� CL 0 :::i

§�<( I: lL (f) z D (f) <(

��IL <( DZ D0 z

. o._ CL

0 U) �� i==

<t'. I: <( .

G <( z <( 0 0 lLI - __J tf) tc � tf)

z <( z I:

p K DRAFTING $ MORE INC.

SCALE: NA

DATE: 04/28/ 15

DRAWING# 15-1 12

SHEET 5 OF 13

STANDARD LOCATIONANCHORS SPACED

AS PER SECTION GON TABLE BELOW

t-:r: l'.J

w:r:Q:'. w t-

<[

(/)

w i=i <[

t (Y)ICO

... .- x

ni"'

MAX, BLADE SPAN IN INCHES

CHOR SCHEDULE ON _\ SEE AN

SHEET 11 FDR ANCHOR TYPE\ \ MAXIMUMANC HDRAGE SPACING7 1

, 162 s 'A B C D

16 -- -- -- --

12 -- 22 -- --

SECTION G 8 28 33 20 206 38 40 26 26 4 40 40 39 39 16 28 34 15 21

SECTIONS 12 38 40 20 27

G1 ORF 8 40 40 30 40 6 40 40 40 40 4 40 40 40 40

TYPICAL SECTIONS G, F AND I

AND ANCHOR SCHEDULE

1/lB

#10X3/4' TEKS AT 12· oc

SECTION G ADJUSTABLE MOUNT

SILL ONLY

Gl

l t-:r: l'.J

w:r:Q:'. w t-

t-

:r: (/)

A NCH OR A G E PRES SURE

132 108 A B C D A B C -- 20 -- -- 21 25 --

23 27 -- -- 28 33 20 35 41 24 24 42 50 30 46 54 32 32 56 67 39 62 62 48 48 85 93 59 35 42 -- 25 42 51 23 46 56 25 34 57 69 30 62 62 37 50 85 93 45 62 62 49 62 93 93 60 62 62 62 62 93 93 90

<[ 0... (/)

w i=i <[ _J P'.1

t -nJ

a

..:;

t:r:l'.J

-

:r: w z Q:'. i=i <[ w <[ 0... t- i'cl (/)

i L.__._ _____ .....,_, (Y)ICO

1/lB

SEC TIONI RECESSED MOUNT

SILL ONLY

ANCHORS TYPEEDGE CLEARANCE (EC)

INTO CONCRETE= 4" (3000 PSI CONCRETE)

INTO WOOD= 2 1/2" (WOOD SG:0.55)

INTO METAL:2" (GOG3-TGAWM.ORA5TMA3GSTEE1)

A, B, C DR D -'----t==lll!l�:r;--:::--spAcED AT 48'DC

CED) EDGEDISTANCE

1/lB

CED) EDGEDISTANCE

SECTION F "A" TRACK INSET MOUNT

SILL ONLY

ANCHORS DESIGNEDAS PER SECTION FON TABLE BELOW

APPLICABLE FDR ALL LOADCONDITIONS FROM TABLE 1

( PS F) BAS E D O N SP A CING IN INCHES O N C E NT ER

84 60 162 132 108 84 60 D A B C D A B C D s E E E E E -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 31 55 66 29 40 76 93 41 55 16 35 43 53 68 95 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 62 109 132 58 79 153 160 81 111 8 40 62 93 136 160 82 145 160 77 106 160 160 108 148 6 40 62 93 160 160 93 160 160 116 158 160 160 160 160 4 40 62 93 160 160

APR 2 8

PK DRAFTING .t MORE INC.

SCALE:

NA

DATE:

04/28/ 15

DRAWING#

15-1 12

SHEET

OG OF 13

(/)

w

Cl:'.

<[

TYPICAL HORIZONTAL

JAMB AND CORNER SECTIONS J

OPTIONAL SEALANT

ANCHORAGE TD WALL IS NOT NECESSARY

\

x i

SECTION J JAMB CLOSURE

WALL MOUNT

CX2) #lOXl SDS TOP AND BOTTOM TRACKS -,�;,,

r==� � 111-7�-----,r--------------------�

:1 :;: F'--ICO

:� ti\=' ll 'I!" L--===:::'l

lTDP & BOTTOM TRACKS

EQ,

ANCHORS TYPE A, B, C DR D SPACED AT 24'DC

CED) EDGE DISTANCE

EQ,

21 DR 11

SECTION J2 JAMB CLOSURE

BUILT-OUT MOUNT

#10X3/4° ss SMS DR 3/16' PDP RIVETS SPACED AT 24'DC

MIN. < 3) ANCHORS TYPE A, B, C DR D

4' FRDMS ENDS AND ONE AT MIDDLE

SECTION JI JAMB CLOSURE

INSET MOUNT

EMBEIIENTj

SECTION J3 CORNER CLOSURE

PUSH BUTTDM LOCK

LOCATED ON ACCORDION

INTERIOR DR EXTERIOR SIDE

z 0

� ��Q<'.'.O

:::)

§�<( :r: LL

z

�� <( 2 lL <( oz 0 0

z . (L Q<'.'.

0 lO �j � . ;a: I: G <( z<0 0 lLJ . _ _j U) � �U)

z <( z :r:

PK DRAFTING * MORE INC.

SCALE:

NA

DATE:

04/28/ 15

DRAWING#

15-1 12

SHEET

07 OF 13

TYPICAL HORIZONTAL SECTIONS

HD LOCK SECTIONS L

NOTE: SHUTTER CAN BE LOCKED FROM

INSIDE OR OUTSIDE BY PLACING LOCK

INSIDE OR OUTSIDE AS REQUIRED.

s

SECTION L

LOCK BLADE SECTION OPEN POSITION

1

lB

COMMERCIAL MORTISE LOCK W/ j EXTERIOR KEY OR THUMB TURN

AND INSIDE THUMB TURN

INSTALLED ON SHAPE 8

MICO

cu

1

lB

s

COMMERCIAL MORTISE LOCK W/

EXTERIOR KEY OR THUMB TURN

AND INSIDE THUMB TURN

INSTALLED ON SHAPE 8

SECTION L

LOCK BLADE SECTION CLOSE POSITION

SA

1

lB

ALTERNATE SECTION L I

LOCK BLADE WITH

STARTER BLADE SECTION

s

ANCHORS TYPE A, B, C DR D

SPACED AT 24'DC

COMMERCIAL MORTISE LOCK W/

EXTERIOR KEY OR THUMB TURN

AND INSIDE THUMB TURN

INSTALLED ON SHAPE 8

EHBEIJMENT j

w

w u :z: <I: � V)

<=I

w LC) <=I w

SA

�PR 2 8 2015

PK DRAFTING 4' MORE INC.

SCALE,

NA

DATE,

04/28/ 15

DRAWING#

15-1 12

SHEET

08 OF 13

LDICO '<I"

NOTE: SHUTTER CAN BE LOCKED FROM

INSIDE OR OUTSIDE BY PLACING LOCK

INSIDE OR OUTSIDE AS REQUIRED.

(Y)laJ (\J

TYPICAL HORIZONTAL

UNI MATE LOCK SECTIONS M

SECTION M

LOCK BLADE SECTION

CLOSE POSITION

---------.-1---4----3�----��

1/4-2OX3/4'THUMB SCREW

LOCATED ON ACCORDION

INTERIOR OR EXTERIOR SIDE

DRILL AND TAP OPPOSITE

BLADE TO RECEIVE SCREW

PUSH BUTTOM LOCK WITH KEY OR

THUMBTURN LOCATED ON ACCORDION

INTERIOR OR EXTERIOR SIDE

SECTION M

LOCK BLADE SECTION

OPEN POSITION

7 DR 7A

ALTERNATE SECTION MI

LOCK BLADE WITH

STARTER BLADE SECTION

PUSH BUTTOM LOCK

LOCATED ON ACCORDION

INTERIOR OR EXTERIOR SIDE

OPTIONAL LOCKING PINS

APPLICABLE ONLY TD

SECURE STACK IN THE

OPEN POSITION

,.__-----4------1

7 DR 7A

7 DR 7A

1/4Xl 1/2 PULL PIN

INSIDE OR OUTSIDE

ANCHORS TYPE

A, B, C DR D

SPACED AT 24'DC

EHHENTj

u w:z:� L'.J <I: <=I <=11-W w (/) �

;:;

7 DR 7A

APR 2 8

z 0 �

� �� DL 0

:::i

§�<{ I: lL

(.f) z Q(.f)

� as <( &2 0 0

z . o_ DL 0 cf) � c3� . <I'. I: u <( z <( 0 0� (f) .

� � (f) z <{ z I:

p K DRAFTING $ MORE INC

SCALE:

NA

DATE:

04/28/15

DRAWING#

15-1 12

SHEET

09 OF 13

TYPICAL HORIZONTAL SECTIONS

STD LOCK SECTIONS N

NOTE: SHUTTER CAN BE LOCKED FROM INSIDE OR OUTSIDE BY PLACING LOCK INSIDE OR OUTSIDE AS REQUIRED.

SECTION N LOCK BLADE SECTION

OPEN POSITION

1------3�----�

Vlw(/)

SECTION N LOCK BLADE SECTION

CLOSE POSITION

ALTERNATE SECTION NI LOCK BLADE WITH

STARTER BLADE SECTION

ANCHORS TYPE

A, B, C DR D SPACED AT 24'DC

EHHENTj

f-z <(

U) in \LJ

<( � f-

> 2 � (_) :::i \LJ <(

0 z� o._

- :::i 2

z 2 I: -:3 U) �

� <( z in� LU oQ�

� Q_ ILl D2D�

D =:) :::i O \LJ �Uc..')

� f- u �(L U) [i'j <(5

Ji �� a<'.

a<'.

�� I: lL U) z D U) � as

IL <( oz: D 0 z

. (L �

0 U) � (3 � . <i'. I: u <( z <( 0 0 \LJ

- _J (f) \:i: � � z z I:

p K DRAFTING $ MORE INC.

5CALE:

NA DATE:

04/28/15 DRAWING#

15-1 125HEET

10 OF 13

0. 50¢

TYPICAL BLADE ASSEMBLY

I HEADER I

1�_/ lt6/J � DPT IONA�_/�

13A

0. 46¢

�'t_tl :T=i�

0.3�� t

0. 31¢

o. 5020- I /2" 0 X 0.3G"NYLON WHEELSPACER

,� r 1. 24--J

� [IJrT"JT ci- ' ' 0 ''

t �� � ci � ci

I G- .4G" 0 X.G5" NYLON WHEEL BUSHING

sf)

co

ci

t

I 2- WHEEL CARRIER STAMPED 55 WITH NYLON WHEELS

I 5- .4G" 0 X.93" NYLON BUSHING

0. 14

I 3- # I OX3" HH BLADE SCREW 4 I O STAINLESS STEEL

I 1

I I o. 19

0 � - -

0 ru J_

--ir

0. 14

13A- # I OX2" HH BLADE SCREW 410 STAINLESS STEEL

0. 44 0. 03

��

_,+-

14- 0.03" X 0.44" 0STAINLESS STEEL FLAT WASHER

BILL OF MATERIALS

ITEM DESCRIPTION BLADE

I A STARTER BLADE I B COMPOSITE BLADE I C FLOATING STACK BLADE 2 CEILING TRACK 3 I " WALL MOUNT TRACK 3A 2" WALL MOUNT TRACK 4 "A" TRACK 5 RECESSED TRACK G ADJUSTABLE FEMALE TRACK GA ADJUSTABLE MALE TRACK 7 UNIMATE LOCK BLADE W/0 LP 7A UNIMATE LOCK BLADE W/ LP 8 HD FEMALE LOCK BLADE 8A HD MALE LOCK BLADE 85 HD ADAPTOR FILLER 9 I " JAMB CLOSURE 9A 2" JAMB CLOSURE

10 I /4-2X ANGLE I I I /8-2X ANGLE 12 WHEEL CARRIER 13 # I OX3" HH BLADE SCREW 13A # I OX2" HH BLADE SCREW 14 0.44" 0 FLAT WASHER 15 0.4G" 0 x 0.93" BUSHING I G 0.4G" 0 x O.G5" WHEEL BUSHING 19 PUSH-BUTTOM LOCK 20 I /2"x 3/8" WHEEL SPACER 21 I I I G"-1 X2, I X2.5, I X4 , I .5X3 ANGLES 22 STD FEMALE LOCK BLADE 22A STD MALE LOCK BLADE 225 STD LOCK KEEPER

ANCHOR SCHEDULE

TYPE DESCRIPTION

MATERIAL GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG I LEXAN GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM PLATED STEEU NYLON 4 I O STAINLESS STEEL 4 I O STAINLESS STEEL STAINLESS STEEL NYLON NYLON.

NYLON GOG3-T5 ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM GOG3-TG ALUMINUM

A 1/4" ITW TAPCON INTO 3000 PSI CONCRETE

I /4" ELCO ULTRACON INTO 2700 PSI CONCRETE

Al 1/4" ITW TAPCON INTO CONCRETE BLOCK

1/4" ELCO ULTRACON INTO CONCRETE BLOCK

B I /4-20X I ALL POINTS SOLID-SET INTO 3.0 KSI CONCRETE

B I I /4-20X I ALL POINTS SOLID-SET INTO CONCRETE BLOCK

C 1/4" WOOD LAG SCREW INTO G=.55 WOOD

D 1/4"- I 4 SELF DRILLING SCREWS INTO 1/8" STEEL OR ALUMINUM

E I /4" CRETE-FLEX SS4 INTO 3000 PSI CONCRETE

E I I /4" CRETE-FLEX SS4 INTO CONCRETE BLOCK (2000 PSI)

NOTES: ED: EDGE DISTANCE SHALL BE BEYOND WALL DRESSING

EMB:EMBEDMENT SHALL BE BEYOND WALL DRESSING

MANUFACTURER N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.S.A.

N.A.5.A.

EMB E.D.

1.75 3.0

1.75 2.5 1.25 3.0

1.25 2.5

0.875 3.0

0.875 3.0

1.50 0.75 --- 0.75

1.75 3.0

1.25 3.0

I /4" TAPCON, I /4" CRETE-FLEX, # 14 WOOD SCREWS CAN BE USED IN REPLACE OF I /4" LAG SCREWS

<( >

0 z oi

� LU � (L D :=)

�UJ

0

� �� DL 0 :::i

§�<( :c lL :::i (/) z

��IL <( oz: D0 z

. !l... DL 0 UJ ��� . <!'. :cu <( z <( 0 0 lLI - _j (f) �� (f) z<( z :c

PK DRAFTING $ MORE INC.

SCALE:

NA

DATE:

04/28/15

D RAWING#

15-1 12

SHEET

I I OF 13

0ID

(X)

(\J

()0

()·

c:5

I - 0.05" ACCORDION BLADE

I===4 . =08- IS/

()�

�------4, 61-----�--0

� I J;> c:5 IC- 0.05" FLOATING STACK BLADE

1-------4, 56-------, 1------4. 08-----�

CJ'0CJ' ci :_1__::�;:==i======:;;�

'---- 3. 21---�

I B- COMPOSITE ALUMINUM I LEXAN BLADE LEXAN POLYCARBONATE APPROVED AS PER NOA 13-0717.0 I XLI 02UV

OJ

OPTIONAL

2- INSET TRACK WI RGHEADER I SILL MOUNT

2. I- INSET TRACK WIO RGHEADER I SILL MOUNT

C) L(')

ci

0, 125 {D\/ALTERNATE CALK\.ll) END RECEPTOR

Ho,,'-----3, 83------

ci

"0

====t===.:0--1. iG

OPTIONAL 3A- 2" BUILD-OUT TRACK 3A. I - 2" BO TRACK WIO HEADER I SILL MOUNT RAIN GUARD (RG)

{D\/ALTERNATE CALK\lf7T END RECEPTOR SHUTTER COMPONENTS

o. itLi r�

o. 10 _I

____ tt ___ 2. 83 ___ -12. 41

ci 0, 86

"0

1. 0· 58 70, 611-

0. 07 ===+t� 3- I " Id" BUILT-OUT TRACKHEADER I SILL MOUNT

OPTIONAL

3. I - I " II �" BO TRACK WIORAIN GUARD (RG)

ci '° 0

__L

--l o. 9T�1 . 13-l-1. 29---l

�3. 37�4- "A" TRACKSILL MOUNT ONLY

f----2. 43---

7

1

2. 09

r 070. 07 2. 23

G- ADJUSTABLE FEMALEHEADER/ SILL MOUNT

OJ (')

2. 07j-1. 91

CJ' (')

GA- ADJUSTABLE MALE HEADER/ SILL MOUNT

0. 09

0IDci

173.0

0n

0. 640. 60

(') ID (') (\J

o. 77

5- RECESSED TRACKSILL MOUNT ONLY

---1. 99

7- UNIMATE WIO LPLOCKING BLADES

7 o. 97

�-----3. 92------j

0. 46

7A- UNIMATE WI LP LOCK! NG BLADES

8- FEMALE HDLOCKING BLADE

0. 51

0

ci

0

ci

I A- STARTER BLADE

9- I " JAMB CLOSURE

11. 65-l--J-

d� J� 0 t � 2. 2s--- T

9B- HD JAMB CLOSURE

22- FEMALE STD LOCKING BLADE

1-1 -

--

-3

. 07-

--

-====r,.==5'===��1 � 1-----

3.

70-----

9A- 2" JAMB CLOSURE

r� 1-cf=�

22A- MALE STD LOCKING BLADE

22B- LOCK KEEPER INSERT

0, 41

0. 088B- ADAPTOR FILLER USE WITH 8 AND 8A

8A- MALE HD LOCKING BLADE

z

0

tf) �� Q,'.

Q,'. o,:'.0 ::i

§�< I: lL tf)

z

�� < IL <( �D0

. IL DL z

U) �(30 . <l: I: u <( z <(

0 0 ILJ. - _J

tf) tr: � tf) z< z I:

PK DRAFTING 4' MORE INC.

SCALE:

NA

DATE:

04/28/15

DRAWING#

15-1 12

SHEET

12 OF 13

r I-

SECTION X TRACK 2 OR 2A INSET MOUNT

SECURED TO AN ALUMINUM PLATE

BETWEEN WOOD TRUSSES

0. 63 0. 621. 25--t--1. 25--t--1. 25

i

V'//,< V//////. '7 IV///// '77,7,7,,7,;;

2 , 2 A ____,/'

VC4 PER RAFTER),, 1/4' X 2 1/4 FH TAPC0NS

/ WITH 2' MINIMUM PENETRATION INTO WOOD

7 '

//

I I

w

B�-� _L-----l-l---l---11.!====��ll ! ! [r

I I

T fnin MICO I' I I I

l/4° X5' DR l/8-X5n 6063-T6 ALUMINUM PLATE SECURED TD RAFTERS AT MAXIMUM 24' DC SEE TABLE BELOW FOR SHUTTER SPAN & PRESSURE

:r:

t WzI-

I- t::::i<I: <I: 0... �(/) (/)

J L

ALLOWABLE DESIGNED PRESSURES FOR SECTION X WITH I /4" ALUMINUM PLATE

BLADE MAXIMUM DESIGNED SPAN PRESSURE (PSF) (IN) BLADE I BLADE I B GO ± 159 ±159 72 ±132 ±132 84 ± 113 +11390 ±IOG ±IOG

108 ± 88 ± 88 12G ± G8 ± G8 132 ± G2 ± GI 144 +48, -52 +45,-47IG2 +30, -40 +28,-33

\_1/lB

l/4'-14X 2' SELF DRILLING SCREWS SEE SHEET 5 MOUNT TYPED ANCHOR TYPED FOR ANCHOR SPACING

ALLOWABLE DESIGNED PRESSURES FOR SECTION X WITH I /8" ALUMINUM PLATE

BLADE MAXIMUM DESIGNED SPAN PRESSURE (PSF) (IN) BLADE I BLADE I B GO ±99 ±99 72 +82 +8284 +71 +7190 ±GG +GG

108 ±55 ±5512G +47 +47132 ±45 +45144 ±41 ±41 IG2 ±30 +28, -30

NOTE: I - LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES

j'-----5. 00 l_llfl

W/ffe ff,,/ffi½½½//,<½W/01//2½0) � l/4"X5" GOG3-TG ALUMINUM PLATE f

I

I5. 00 I

l[)l_ ()j V,'"'/

/

'""

/ /

.,..

//

"'" /,

/

/,..,' ,,,..,, /.,..

/

"""

// /

'"'

/ /

'""

/ /

.,..

//

""

// /

'"'

/ /

..,,

/ /

.,..

//

""

// /

,.,

/ /

.,..

/ /

.,...

//

,..,

,,

, ,,

,..,

, /

.,,.

/ /

.,..

//

'"'

// /

...,.

_., /

.,.

_.

,

/

.,..,

/" /

,..,

/ /...,.

/.,,.,

/t 0 T � I� 0

ALTERNATE TO PLATE 11/ ov'., �; I /4"X2"X5" GOG3-TG ALUMINUM ANGLE 1/, ,u

�J_

I'-------- I

(") LI 5. oo

I

� t';/�"::�,2��:;_;�;:�:�:�2

�2

;;;; 22 c2221

I

�l_

1--------5. 00

i:zzzzzzzzzzzzzzz:z:.· ,::zzz:zzz;· , ::zzz:zzz;z:z:zzzzz:i t cif IALTERNATE TO PLATE I /8"X2"X5" GOG3-TG ALUMINUM ANGLE

0 0

C\.i

LJ_

1 PR ?. 8 A., . .:.i

z <(

en LU

<( Cl<'.'.

\-> 2 Cl<'.'. u

:::i � <(

0 z {L - :::i 2z 2 :r: -

3 en � � <( z en

� lLl oQ�

� (L LU D 2 DCI<'.'. §::)

:) 0 LU Oc'.'.u0

8: cf) \- u Cl<'.'. GJ <( ::5

z

� �� Oc'.'.O

::::,

§�<( :r: lL ::::, en z D en

�� IL <( r:iZ D0 . {L Cl<'.'. z cf) � <3 0 . <i'. :r:

u <( z <( 0 0 LU - __J (f) �� (f) z <( z :r:

p K DRAFTING $ MORE INC.

SCALE:

NA DATE:

04/28/ 15 DRAWING#

15-1 12SHEET

13 OF 13