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<br /> T $�C��1�tC"OVERS;4,0 W��TERN PANEL SPAN� FOR COMMERC�IAL AND PATIO STRUCTURES
<br /> V ' � �"�' ` x"�� k���,""� , ,, . ult n MU35 3"x24"Western Panel Sin le S an MU39 3"x24"Western Panel Multis an MU39
<br /> 4��x12"�l��te°r[►�V�'�"'Pan �`(S'ingle,�pan)lUlU35�` `�v � � 4,�x'f`�2"`1Nesfern!1��e�.Par�e,�(1171._; !sP: -�) ( 9 p ) ( p )
<br /> :Groun� -f'anel '�Wind Speed and Exposure :���Sroundj Panel Wind Speed-and Exposure ;;� Ground Panel Wind Speed and Exposure Ground- Panel Wind Speed and Exposure
<br /> S�,q,w to°� Gauge Exposure B Exposure C � ow L�oad Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C
<br /> �(psfl� (in) 115 130 140 115 ' 130 140 ` �psfl (in) 115 130 140 115 1.�0 140 (ps� (in) 115 130 140 115 130 140 (psfl (in) 115 130 140 115 130 140
<br /> • 6'-9" 5'-11" 5'-6" 5'-8" 3'-6" 3'-3�� ,4t 5�_$,� 4�-4,� 4'-0° 4'-2" ,��3'-8" 3,-4,� . 7'-4'' 6'-5° 6'-0" 6'-2" 5'-5° 3'-7" .• 7,_3" 6�_7" 6�-4�� 6`-5" 5'-11" 5'-8"
<br /> LIVE 0.024 10'-5" .Z'-6", 6'-11" 7`2° 6'-4" 5`-10° LIVE��� 0.025 7'-6" 6'-10" 6'-5'' 6'-7°k,'5'-11" 5'-8° LIVE 0.025 10'-5" 8'_2" 7'-6" 7'-9" 6'-10" 6'-4" LIVE . 0.025 9'-2" 8'-5" 8'-0° 8'-2" 7'-6" 7'-2"
<br /> . . .:- . .... . � v � � i r n � n i_ n r n _,� �� ; � . � � n . � � ��. n s�h. i� n � � n � n � � �. u � � i� n �� �� i. i� �' � � r � -- . n � � i � n� .
<br /> 0.032 13-6 11 -11 11 0 11-4 8 2 7 7 �;� 0.032 10-0 9`-2' 8-8 8'-11 8-1 7-8' 0.032 13'-4 12-4 11 -9" 12-0 10-10 8-2 0.032 11-9 10-10 40-4' 10-7 9-8' 9-4
<br /> - _- � „ . �_ �� �_ , _ ,_ „ ;, �� ,_ „ - , , r � �_ �� . F� ,� � �� � „ � �� , ; , �� ._ �� . �� � �� �_ ,� � ,� � �� �, �� 1'-11� , „
<br /> `. 0;040 17-1 15 0 13.11 14 4 12_ 8 11 9 `- 0:040 12-10 11 -10 11 2 1.1�=6 :,10-5 10-0 0.040 15-7 14-10 14-4 14 7 13-3 12-4 0.040 14 5 13-4; 12-8 13 0 1 11 -6
<br /> . . 1 II 1 11 1 11 � 1 1 ...1�. 11 . 1. 11 . ... � 1 1/ � � 1 11' �... 1 11 -.-;.�.1" 11 .. . 1- II 1 11 � 1... 11 1 11 t �1l� . ..1 11 ..�. �/ 11 ' .1 . 11 �... . . . �.... 1�.. .11 1.. If 1" 11 �._ 1 1. It ��1 ��� � . ..
<br /> Steel 0.018 16-9 15-6 14-2 14-10 12:-6 11 -7 -- Steel�;018 13-0; 11 -9 11 -1 �11 -5 10-2 9-8 Steel 0.018 13-3 12-3 11 -8: 12-0 11 -0 10-7 Steel 0.018 12-1 11 -1 10.-7,. 1 Q-10 9-10 9-5 ;,
<br /> Steef 0.024 19'-6" 18'-1" 17'-3" 17'-8" 16'-3" 15'-7" Steel 0:�4 :16'-8" 15'-2° 14'-4°;�14'-9" 13'-4" 42'-9°
<br /> 1 II 1 11 1 11 1 11 1: 11: 1� 11 . '` . 1� 11 1 11 � 1 l/'� 1.� 11 1�. 11 1 Ii • 1� It 1 11�� 1 11 1 II 1 11 . 1�- 11. .-. ' :- , 1 IL: , f, 11 1 ...-11 l� .It- .. 1 11.� 1�� It
<br /> 20 . 0.020 6-9 5-11 5-6 5-8 3-6 3-3 20 0.020 4-0 3-8 3-5� 3-6 3-2 2-11 0.025 8-0 7-6 7-2 : 7-4 6-10 6-4 0.025 7-6 7-2; 6-1'1 7 1 6-7 6 3 :
<br /> �- � � n �. n �..��.. u �.`_ o ��::� n � ��� a .�..�_ . 1 n � n :��r„a�n _�.` i n �.:"��i� a r. n . - �. f� � t u �. r. n� �� u . �. n r n r ��- � n i n r n - � n � u
<br /> 0.024 10-5 7-6 6-11 7-2 6-4 5-10 , 0.025 �-11 5-8 5�5 >5-6 4,4 4-1 0.032 11-0 10-8 9-3 10-5 8-9 8-2 _ - 0.032 9-8 9-4-: 9-Q 9-2 8-6 8-2
<br /> ' �� �_ , �- �� ,_ �� �- �� �- �� _ ' ,�' ,_ �� ::�/, �� 7'-6"' 6'-11" 6'-7" 0.040 13'-5" 13'-0" 12'-6" 12'-9" 11'-11' 11'-5" _ 0.04011'-11-' 11'-6" 11'-1" 11'-3" 10'-6" 10'-1��
<br /> 0.032 13-6 11 11 11, 0 11 4 8 Z 7 7 0.032 _8;�1 7 8 -4
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<br /> .���.. `� � n � � u. ..,f : � �i' n � f' n � �-:t- u � �.'- . �':, n .'` � u �'-�� n �:��r u .�.-� � � ���. .. '_ rl .... . . -. � r u. �� �_ n��, r �rt . � ���u -��� u �. � � n� - � '�� .�r i_ n i�..-n t.�-..n, � � n�� � i u _
<br /> 0.040 17-1 15-0 13_-11 14-4 12-8 11-9 0.040 10-5�� 10 0.,�� 9-7 9-9 9-1 8-7 Steel 0.018 11 -0 10 7 9-3< 40-5 8-9 8-4 Steef 0.018 9 10: 9 5-- 9 1 , 9-3 8-7 8-2
<br /> .01 12'-6" 11'-7" 10'-10' 11'-2" 7'-10" 7'-2" -" Steel 0.018 10' 2"`:��9'-8"' 9'-2" 9'_5" 8'-7" 8'-0" 25 0.020 6'-3" 5'-11" 5'-8° 5'-9" 5'-5" 3'-7" 25 0.020 5'-11" 5,-6" 5'-4" : 5'-5" 4'_6" 4'-3°
<br /> SteelO 8
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<br /> Steel 0.024 16-3 15-8 15-2 15-5 14-6 13-10 Steel 0.024 13-4 �r2-9 12-2 12-5 11,-6 10-10 0.025 7'-11" 7`-5" 7'-1° 7'-2" 6'-9" 6'-4° 0.02b 7'-6" 7'-1" 6'-10" 6'-11" 6'-6" 6'-3"
<br /> = . „ �_���� 5.�„ 5'-8° 3'-6° 3'-3" _ 25 , 0,020 3'-11" �,;'3'_, " 3'�" 3'-5" .3'-1" 2'-11" 0.032 11'-0° 10'-5" 9`-1" 9'-3" 8'-8" 8'-2"_ 0.032 9'-8,,: g'-2": 8'-10" g'�" 8'-5" 8'-2" ,
<br /> 25 :: 0.020 6-9 5 . '� __
<br /> , � �� , �� � �� ,' �� � �� ;' �� �._ ,� �_ ,_ _ � �� � ,. , �� , �� �_ �� �_ ,� , , � �� ;- �� �� : 40 11'-11' 11-'-3" 1A'-10' 11'=1'; 10'-4" 10'-T,
<br /> 0:024 10-5 7-6 6-11 7-2 6-4- 5-10 � A.025 5. 1�. 5 6_� -5-3 5-5 :4-3 4-0 0.040 13 5 12 9 12-4_ 12-6 11 -9 11 -5 0 0
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<br /> 0.032 13'-6° 11'_-11' 11'.-0" 11'-4" 8'-2" 7'-7" 0.032 8,;'1�" 7'-6" ��'-3„ 7'-4" 6'-10" 6'-7" Steel0.018 11'-0° 10'-5" 9`-1" 9'-3" 8'-8" 8'-3" Steel0.018 9'-10" 9'-3" 8'-11" S'-1" 8'-5" 8'-2"
<br /> 0.040 17'-1" 15'-0" 13'-11' 14'-4" 12'-8" 11'-9" - : 0.040 ,1'0'-5" 9'-9" g�'� " 9'-7" 8'-11" 8'-7" 30 0.020 6'-0" 5'-8" 5'-5" 5'-6" 5'-2" 3'-7" 30 0.020 5'-5" .5'-3" 4'-7" 5'-2" 4'-4" 4'-1"
<br /> � �� � �� - � �� � � �� , „ � �� � �� , ��� � „ � �� � ,� � �� � �� � � � �� � ,� � �� � �� �� r �� . �� � �� � ,�
<br /> Stee1,0.018 12-6 11 -2. 10-5 10-9 0' 7-8 7-0 Steel Q.01� 10-2 9-5 8-1`'M��� :9-2 8-4 8-0 OA25 7-6 7-1 6-10' 6-11 6-6 6-3 OA25 6-11 6'-8 6-6 6-7 6-2 5-11
<br /> ' " 1 '_ " 14'-11' 15'-2" 14'-3° 13'-10' 'Steel 0: w 4 13'-4" 12'-5" 91'-11' �: 2'-2" 11'-3" 10'-10' 0.032 9'-8" 9'-1" 8'-9" 8'-10" 8'-4" g'-0" � 0.032 9'-0";, 8'-8° 8'-5'' 8'-6" 8'-0" 7'-9"
<br /> Steei 0.024 16-3 5 5 0,2� �1 _
<br /> : 3Q"'` 0.020 6'-9" 5'-11" _5'-6" 5`-8° '3'-6" 3'-3" `30:: 0:�020 3'-8" 3`-4" 3'2'' �3" 2'=11" 2'-9" 0.040 12'-6" 12'-1" .11'.-9" 11'-11' 11'-3" 10'-10' ` .' 0.040 �1'-1;'_ 10`-8" 10'-4" 10'-6" 9'-11" 9'-6"
<br /> � _ � .. , . _
<br /> � 0.024 10'_5" 7'-6" 6'-11" 7'_2" 6'-4". 5'-10" ' '� "0.025 5'-5" 5'_2" 4'-4" 4'��a, 4'-1" 3'-10" Stee10.018 9'-7" 9'-1" 8'-9" 8'-10" 8'-4" 8'-0" Stee10.018 9'-1"_ 8'-9"- 8'-5" 8'-Z" 8'-0" 7'-8"
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<br /> Q Q�� '3 .. .11 -11 11-0 11 -4 8-2 7-7 ,' 0.032 7'-4° 7'-1" 6'-10" 6`-11"" 6'-5" 6'-2" 40 0.020 5'-5" 5'-3" 4'-9" 4'-9" 4'-6" 3'-7" 40 0.020 4'-7":: 4'-4" 4'-2" 4'-3" 3'-11° 3'-10"
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<br /> �- � `��� .. _i�l��: � u i � � u . .�- n ,_ u ,. -:. ,�,y. � � �. u � � n. ..� n .� _n .�,i u � n � n � d �� n �� u � u � � -n � � u-- � y- � - � u �-. .�n� � n � � n �.
<br /> b.040 17-0 15-0 13-11 14-4 12.8 11 9 .-, 0.040 9-7- 9-3 8-11 9-1 8�6 8-1 0.025 6-10 6-7 6-5 6-5 6-1 5-11 - 0.025 6-3 6-0;, 5-11 5-11 5-8 5-6
<br /> �_ � � �� : �_ ^ . �_ �� ,_. � �_ „ �_ ��, �_ �� . � �� ,_ �.- ��_ ��� ����� 0.032 8'-9" 8'-5" 8'-2" 8'-3" 7'-9° 7'-7" 0:032 8'-2°': 7'-10�� �,_9�; 7�_9�� .��-5" .7'-2"
<br /> Steel 0.018 10 10 8-6 7 10 8 1 7 2 6 7 Steel 0.018 9 2 8 9 8-4 8 7 1�,
<br /> Steel 0.024 15'-2" 14'-8" 14'-3" 14'-6" 13'-5" 12'-5" Steel 0.024 12'-2" 11'-8" 11'-3" 11'-6" 10'-8" 10'-2" 0.040 11'-5" 11'-0" 10`-10' 10'-10' 10'-5" 9'-3" ` 0.040 10'-1" 9'-8"` 9'-6" 9'-6" 9'-2" 8'-10"
<br /> 40 0.020 6'-7�� 5,_���� 5�-6,� 5`_$�� 3,_6" 3'-3" 40 OA20 3'-2" 3'-0": 2'-10° 2'-11�� '2�_8��, 2'-2" Steel 0.018 8�_9�� 8'-5"- 8'-2", ,8'-3" 7'-9" 7'-7" Steel OA18 8'-2" 7'-9": 7`-8" -7'-8�� 7�-4" 7�-0"
<br /> 0.024 10'-5" 7'-6" 6'-11" 7'-2" 6,-4° 5'-10" 0.025 4'-4° 4'-2" 3'-11" '4'-0" 3'-8" 3'_6" 60 0.020 4'-7" 4'-4" 0'-0" 4'-4" 0'-0" 0'-0" 60 0.020 3'-11" 3'-9" 3'-7" 3'-8" 3'-6" 0'_0"
<br /> ;:: �.�:�. . ' .n � � , ' .' .,, - .�. � .�.,..o r:�� u - � . . . . :: ' .n�. ..� n ..,�� n '��� ;r.. �-�-� ..�` n �. n . . . ..- :. �:.�. . i n��.:- , n�����- ��' �n-. � ��n�� ��- n� .� � i �f�� � � n�� - ��� n��. ---� n� .,., ..n' i �u �_..
<br /> ,_: „ 0.032 13-1 11 -11_ 11-0 11 -4 8-2 7-7 ., 0.032 .6-7 6-3 6-2 6-2 5-10 5-7 0.025 6-0 5-9 ;' S-8 5-8 5-5 0-0 0.025 5-2 5 2 4-9 4-9 4-7 0-0
<br /> � . .. � �_ u i���, . ��-. ... i._ a i�� n ���,� n . .. .�_ n ������_ n .,:..�_ n :_... � �� `:- �_ .��. . �.::.�_ ��. ,� . . _ -. �_ �... �_ n�-����. ,_ n'�. � i_��d� .' �_ n,. _r- n � ._. . i_ x.::� �_ n- '� �_ r�..� ��..�_ u �_ n i�n . . _.
<br /> 0.040 15 8 15 0 13 11 14-4 12 8 11 9 0.040 87 8 2 ,8 1, 8 1 7 _9 7 5 0.032 7 8 . 7 5 7 ,3 7 3 7 0 0 0 0.032 6 8 6 8 6 8 6 8 6 5 6
<br /> Steel0.048 7'-10" 7'-4" 6'-10" 7''0" 6'-2" 5'-10" ` $tee10.018 `8'-0" 7'-6" 7'-4" 7'-4" 6'-11" 6'-7" 0.040 9'-5" 9'-1" '8'-10° 8'-11" 8'-7" 0'-0" 0'.040 8'-3"' 8'-3" 8'-2" `8'-3" 8'-0" 7'-10"
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<br /> Stee10.024 13'-10 12'-9" 12 5 12'-5" 11'=6 10'=9 ` 8tee10.024 10'-10' 10'-4" ,10'-2' 10'-2' 9`-8' 9 3 Stee10.018 7 8 7 5 7'-3" 7'-4" 7'-0' 0 0 Stee1 0:018 6'-6" ' 6'-6" 6'-5"> 6'-G" 6'-2" .6'-0"
<br /> ' ` 0:024 7'-10" 7'-3" 6'-11" 7'-0,� ���., 0'-0" =0:025 3'-7" '.3'-5,. 3,�., 3'-4" 3`-2" 0'-0" • _ ' ` _ .
<br /> ' ' ' ' ' ' „ ' , '- " ' " 32 '-2"_ '-2° 4'-8° 5'-2" 4'-6" 0'-0" Metals Buildin Products` Carl Putnam P. E.
<br /> 0.03210-10 10-10 10-9 10-1Q 8 2 0.-0 - .- 0.0 5 5 g -
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<br /> ` - " ' '- '` '- " 12'=11' 13'-0" 12'�7" 1 '�9" - 0.040 6'-10" 6'-10" `6'-9" 6'-10" 6'-7" 6'-5" 5005 Veteran's Memorial H 3441 I link Place ' -
<br /> - 0:040 13 0 13 0 1., _ WY _, �Y
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<br /> " Stee10.018 6'-1" 5'-8" 5'-4" 5'-5". 0'-d" '0'-0" Stee10:018 5'-11" 5'-11" 5'-10" 5'-11" 5'7" 5'-5" Holbrook, NY 11741 � ` Esst Lynchburg,VA 24503 FEB 02 2016 :
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<br /> Steel 0.024 9-4 8-8 8-3 8 5 7 9 0 0 Stee10.024 8`-6" 8'-6"` 8'-5" :8'-6" 8'-1° T-11" (631)563-4000 �a4 .p� y carlputnam@comcast.net - _
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