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= SO41D COVE�2 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA:
<br /> ' S"Magnum Gutfer(MU36) 6"Magnum Gutter(MU37) 6"Smooth Gutter(MU38) 5"Magnum Gutter(MU36) 6"Magnum Gutter,-(N(U37)a...�;i�� ° 6"Smooth Gutter(MU38)
<br /> TABLE 5.8 Attached Freestanding oi Attached Freestanding oi Attached Freestanding oi Attached Freestanding oi �Aftactied- Freesfartding oi Attached Freestanding oi
<br /> Structure Multis an Units SVucture Multis an Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure Multispan Units
<br /> GROUND TRIB POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH G,�,20U� TD H SPACIN OST MIN FooTE $�POSO LENG 7 OST MIN Foo7E 8�P03�T LENGTH -OST `MIN FooTE �POS�T LENG�H
<br /> SNOW DTH SPACING POST MIN FOOTER 8' ' 10' ' 1T POST MIN FOO7ER 8' I 10' I 12' POST MIN FoorER 8' ' 10' ' 12' $N O� � ' I I I I
<br /> LOAD (FT) ON SLAB SPACIN POST S¢E CONSTRAINED FOOTE SPACIN POST S¢E CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTER LO A O� (F� ON SLA SPACIN POST S¢E CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTERSPACIN POST SIZE CONSTRAINED FOOTER
<br /> (PSF) (Fn (FT) TYPE "d" •d• "d" •d' (Fn TYPE •d« "d" •d• •d" (FT) TYPE ..d, "d" "d» •d• �PS� (Fn (FT) TYPE "d" "C• »d" "d" (FT) TYPE •d" "d" "d• «d" (Fn TYPE "d» .cl• "d" •d•
<br /> (in) (in) (in) (in) (in) (in) (in) (in) (in) (in} (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) ; (in) (in) (in) (in) -
<br /> _ : _
<br /> , _ 115 MPH EXPOSURE C or 130 MPH EXPOSURE 8_ = 115 MPH EXPOSURE B
<br /> 10 3 2T-8" 11'-4" B 22 26. .: 28 19 14'_8„ C- 24 28 30 31 14,_1" C 24 - 27 28 30 ��30 _ 3 9'-6' :9'•1". B 18: 23 25 26 13'-1" D 21 25 27 28.,, 72'-0". C 20 24 <25 26 .
<br /> UVE 3.5 19'-5" 10'3" B_. 23 26 27 29 13'-11" C 25 28 29 31 13'-0" C: 24 26 28 29 �' � 3.5 8'_2,' 8'=2" B 19< . 23 24 25 1T-1"_ E 21 25 _, 26 27 14,-7'_ D t 21 23 25 26. -
<br /> LOAD 4 7T-0" 5-4" B 23 25 27 28 13'_4" D 26 27 29 30 72'_2„ .0 25 26 27 29 4 T-1" 7'-4" C 19 22 23 25 17'_2" E 22 24 26 27 10'-5" D 21 23 „24 26
<br /> ONLY 4.5 15'_1" 8'_6" B 23 25 26 28 12'-6" D 26 27 29 30 11'-6" C 26 26 27 28 4.5 6'_4" 6'-9" C 79 22 23 24 10'-5" E 22 24 25 27 9'-10" E 22. 23 24. 25 ? :
<br /> - 5 13,-7" T-it" G 23 . 24 26 27 i1'-10" E ... ' 27 27 28 30, 10'-11" D- 26 26 `27 28 _ 5. 5'•8" 6,_Z" C 19 21: 23 . 24 9;-10" E 22 23 25 26 9'-4". E : . 22_ _ 22 2q 25
<br /> 5.5 12'-4" 7'-4" C 24 24 26 27 11'-2" E 27 _ 27 28 29 10'-5„ D. 26 ` 26 26 28 5.5 5'_2" 5,_9" C i9 2f'` 22 24 9'3„ F 23 . . 23 25 26 8'-11"' E 22 22 24 25
<br /> 6 11'-4" 6'-11" C 24 ' 24 25 27 1�'-7" E 27 27 28 29 10'-0" E . 27 : 27 27 ,28 6 5'-4" .U�, 19 . 21 : 22 23 S'-10" F 23 : 23 24 26 8.-6" F 23 23 23 25 -
<br /> , � �,;;' _ ,
<br /> � -
<br /> 6.5 10'-5" 6'-6" C 24 24 25 26 10,-2" E 28 28 -28' 29 9'-7" E - 27 27 27 27" 6.5 4'-4" 5'_0" C • 19 20 22 23 g'-5" F 23 23 24 25. 8,_t,._: F "23 23 23 24
<br /> 7 9'_8,, 6'_1" C 24 24 25 26 9'-8" F 28 28 28 29 9=3" E 27 27` 27 27 7 4'_1" 4'_8" C 20 '' 20 21 23 8'-0" F 23 23' 24 25 7'-9" F 23 23 23 24 -
<br /> 7.5 9'_1" 5'-9" C 24 24 24 26 - 9'-4" F 28- 28- 28 28 - 8'-11" E 28. 28- >28 28 7.5 3'_9„ 4'-5" C. 20-. 20- 21 22- 7'8" F 24 -24 24 25. 7'_5" F . ;23_ :23. 23 _ 24 ..
<br /> 8 8'-6" 5'-6" C 24 24 24 25 9,-0" F 28 28 28 28 8'-7" F 28 - 28 28 28 8 3'_6" 4'-2" C 20 : 20 21 22 7'-5„ F 24. -24 24 25 7,_1" F . . 23 23 23 24
<br /> 8.5 8'_0" 5'_2" C 24 24 24 25 8'-8" F 29 29 29 29 :8'-4" F 28 28 28 28 8.5 3'_4'• 4'-0" C 20 Z0 21 22 7'-1" F 24 24 24 25 6'-10". F 24 24. 24 24 ,
<br /> 9 7'-6" 5'-0" C 24 24' 24 25 8'-4" F 29 29 29 29 8'_0" F - 29 ' 29 29- 29 115 MPH EXPOSURE C or 130 MPH EXPOSURE B _ i
<br /> 9.5 7'-2" 4'-9" C 24 24 24 25" S'-1" F 29 29 29 29 7'-9" F' 29 ` 29 ' 29 29 30 3 9'-6" 8'-5" B 20 25 26 28 17-4" D 23 27 29 30' 11'-4" C 22 25 27 28
<br /> 10 6'9„ 4'_6" C 24 24 24 25 T-10" F 29 29 29 29 7'-6" F 29 - 29 29 29 3.5 8'_2" 7'-6" C 20 24 26 27 11'-4" D 23 26 28 29 70.-6" D' -_ 23 25 27 28 -
<br /> 11 6'-2" 4'-2" C 25 25. :` 25 25 7•-d„ F 30 30 30 30 7'_1" F 29 29 29 29 4 7'_1" 6'-9" C 21 24 25 26 10'_6" E 24 26 28 29 9'_10" E - 23 25 26 28
<br /> 110 MPH EXPOSURE B • - ' 4.5 6'-4" 6'-2" C 21 23= 25 28 . 9'-9" E 24 26 27 .29 9,-4„- E _ 24 24 26 27
<br /> 20 3 11'-10" 10,_5" B 19 23 25 _26 - : 14•_0° C 21 25 26 28 13,_2". C 20 34 25 26 5 5'-8" 5'-8" C 21 23 24 26 9'-2" E 25 25 '27 28 8'-10" F 24 24 26" 27
<br /> _': 3.5 10'-2" 9'-4" 8 19- 23 ' 24 25_ 13'-4" D 21 24 26 27- 17-3" C- 2t- 23 - 25 26 5.5 5'_2„ 5'_3" C 21 27 24 25 8:-8'. F 25 25 .28 .:28 8'-4" F - ., 25 25- 25- 27 `
<br /> ' 4 : 8'-11" 8'-6" B 19 22 : 24 25 12•-5'• D 22 ' 24 26 27: 11'-5" C` 21'' 23 - 24 25 fi 4'_9'• 4'-10" C ' 21 22 `24 25 8'_3" -F : 28 25 ' 26 28 7'-11"- F 25 ';25. 25 - 26
<br /> 4.5 7'_11" T_9" C 19 22 23 24 11:_8„ E 22 24 ` 25 27 10'-9" D- 22 23 24 25 6.5 - 4'_4" 4'-7" C 21 22 23 25 7•_10„ F 25 25 26 •27` 7'_7" F ` 25 25 -25 26
<br /> 5 7'-1" 7'-2" C 19 21 23 24 10'-11" E 22 23 25 26 10'-3" E_ 22 " 22 ,24 25 7 4'_1" 4'-3" C 21 22 23 24 7'-6„ F 26 26 '26 27 7'-2" F ' 25 25 25 26 ,
<br /> 5.5 6�_5,� s�_8�� C 20 21 - 22 24 10�_4.� E' 23 23_ . 25 26- 9�_9„ E_: 22. 22 23 25 ,_ , , ,
<br /> 6 5'-11" 6'-3" C 20,. 21 22 23 9'-10" E 23 23 24 26 9,-4" E. 23- 23 23 24 O, R�-" 'fM�BLE°'S.2i TRIBU�,}1�`RY'WIQ�1�5�0��1�IG�EuS ��;ATjdGz _�STRtrCTIjR� , ':
<br /> ���,�; .
<br /> 6.5 5�_5" 5'-10" C 20 21 22 23 9'-5" F 23 23 24 25 9'-0" E 23 23 23. 24 HANG'j, _. - PR E..:_ 1�0�$ ,. . :.„ FI�R�S�'� ^`:�� ., . _ _,_ : ,
<br /> ,_ .,_..
<br /> 7 5'_1„ 5'-8" C 20 20 22 23 9'_0" F 23 23 24 25 8'-8" F 23 23 23 24 (Fn. 6' 7' 8' 9' `10' 11 ��2 �; 13' 14' 15' 16' 17' 18' 19' 20' 21' 22� �pFESSIp
<br /> 7.5 4'-9" 5'-2" C : 20 20 ' 21 '23 8'-7" F ' 24 24 24 25 8'-3" F 23" 23 23 24 y:d' � 3' 3.5 4' 4.5'` 8 ' S.5' �`G''. 6.5' T 7.5' & 8.5' 9' 9.5' 10' ` T0.5' ':1T QQ -P
<br /> 8 4,-5" 4'-11" C 20 20 21 22 8'_3" F 24 24 24 25 8'-0„ F 24 24 24 24 1' 3.8 4' 4.5' S' 5.5' 6' 6.5 T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' . 11' 11.5' �j�G ,�yG��
<br /> 8.5 4'-2" 4,_8" C 20 20 21 .22 8'-0" F 24 24 24 25 7'-8" F 24 24 24 24 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5 8' 8.5' 9' 9.5' 10' 10.5' 1 T 11.5' 12' V n y
<br /> 9 3'_11" 4•_5" C 20 20 21 22 7'-8" F 24 24 24 24 7,_5" F ° 24 24 24 24 3' n/a n/a Na n/a . n/a n/a `Na '8' 8.5' 9' 9.5 10' 10,5' 1T 77.5' .' 12' 12.5 � � ! 70 -
<br /> 24 24 4' n/a n/a ' Na n/a Na n!a n/a n/a Na Na n/a 10.5' 1 P 11.5 12' -: 12.5' ". 13' � ` ��
<br /> 9.5 3'_9" 4'3" C 20 20 21 22 7'_5" F 24 24 24 24 7=2" F 24 24 r
<br /> 110 MPH EXPOSURE C or 130 MPH EXPOSURE 8 ` * •6-3 15 *
<br /> 2o s ���-�o^ 9'-5�� e 20 25 2s 2a 13`-a^ C 2s z� za 30 12�-a^ C z2 z5 z� 2s TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for ' � ����� �Y,
<br /> 3:s =�o�-z°-- s�-s^ e 2� 2a zs 2z t2�-5^ 0 23 zs zs 2s �r-e• C 23 ' 25 zs za forAttached Sin le S an Structures Freestandin Structures or Multis an AttachedStructureF q �� -; '
<br /> a e�-�r� T-a^ C 2� 2a 25 s� �i'-s^ e 2a- zs z� zs �q-s^ o : z3 za 2s 2� Post Description ; Max POST Detail Post Description : Maximum Max POST ����A�"���
<br /> a.5 T-�r� ��-o,, c z� ` 2a 25 2s �a,_s^ e 2a 25 2� za �o,_r, E' 2a 24 zs' 2t HgY :Code Footing Hei ht Code Detail�l
<br /> 5 - r_r� s�-5^ C z� 2s> 2a 2s �0,-2^ E 25 25 2� 2a s�a^ E -2a za z5 z� Twin 0.032"x1.5"x1.5"Scroll 8' A nnutoo Stee10.043"x3"x3"Locksea d= 20" 8' G MU89 Eg 24 2��4
<br /> : 5.5 s�-5�� s�-o�� . C zr 22 '-2a 25 s,_�^ F 25 25 2s - 2s s�-z• �E ' 25 z5 z5 z� Twin 0.062"x1.5"x1.5"Scroil 9' B rnu�oo ' Steel 0.043"x3"x3"Locksea _ d= 22" 8': B ` MU89 '
<br /> s 5'-11" 5�a^ C 2� 22 2a 2s s�-r� F 25 z5 2s zz 's•-s^ F- 2s z5 z5 2s 0.024"x3"x3"Post w/Side iat 12' C nnu»2 Alum 0.120"x3"x3"S uare d= 25" 8' D MU96 �Q.Ep PR�FF�+
<br /> ' s.5 5�-5^ 5'-3^ C 22 2z 2s 25 8,-a^ F 25 z5 2s z� a�-a^ F zs 25 ''zs' 2s Alum 0.032"x3''x3"Lockseam 11' D- nnuas Afum 0.120"x3"x3"S uare d= 27" 8'_ B- MU96 ��j� N INEF s/0
<br /> � :5�_r, a�-��� c 22 22. -2s 2a s�-s^ F:_. 2s zs zs 2� e`-o° F z5 25 25 2s Alum 0.040"x3"x3"Locksealn,, tt .�;�.E. Muss Alum 0.120"x4"x4"S uare d= 28" 8' E MU50 �� � 9 'l�
<br /> " �.s a�_s^ a�-a�� c 22 22 23 24 r-��^ F 2a zs zs z� ��-a~ F zs zs 2s 2s �I.''jt��0'�0��"x3�c ;;��y�dr u;� �,�i�2�,: Muss 3/16"x3"x3"Steel S uare d= 29" 13' F- MU93 � 2 80PE �
<br /> S 4'_5" 4'_5„ C 22 22 ?3 24 7,_8" F 26 26 26 27 7,_4" F 26" 26 26 26 Af(1h1�'.075°X3"X3".S.y ` 'y��.�.��_�
<br /> � -10' E MU50
<br /> Uare 12� G`� Muas Alum 0.120"x4"x4"S uare d= 32" -
<br /> s.s a�-2^ a�-2^ c 22 22 '22 2a ��-a^ F 2s 2s 2s 2s ��-�� F 2s 2s 2s 2s Steel 0.043"x3'k3"Lockseam 12' H nnuas 3/16"x3"x3"Steel S uare d= 32" 10' G MU93
<br /> s s�-�r� a�-o^ C 22 z2 22 24 a,-�^ F 2z 2� 2� 2� s�-�o^ F zs zs zs 2s Alum 0.120"x3"x3"S uare 12' I Muss 3/16"x4"x4"Steei S uare d= 35° 14': J MU93
<br /> s.5 3�-s^ s�-s^ C 2z 22 2z 23 s•-�o^- F 2� 2� 2� 2� s�a• F zs 2s 2s zs Steel 0.043"x3"x3"Lockseam 12' - J Mue9 3/16"x4"'x4"Steel S uare d= 38" i0' J - MU93 -- EGON
<br /> �o s�-s^ s�a° C z2 22 zz zs s�-r� F z� 2� 2� 2� s�-e^ F 2� 2� 2� z� Alum 0.120"x4"x4"SquarE 12' K MuSo 3/16"x5"x5"Steel Squarc d= 42" 14' K MU93 vG� 1 200�
<br /> GENERAL INSTRUCTIONS FOR THESE TABLES 3/16"x3"x3"Steei SquarE 12' L nnus3 3/16"x6"x6"Steel S uarf d- 47" ' 15' L MU93 ` C� L P .C�Q��
<br /> 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN ' -
<br /> 2. CHOOSE PROJECTION,1NIDTH AND OVERHANG OF UNIT : TABLE 5.8 AND 5.3 UPGRADE THE POST iF.THE HEIGHT IS NOT SUFFICIENT , ,. : ';Carl Putnam,P:_E.
<br /> 3.-DETERMINE WIND AND LIVE:OR SNOW LOAD OF STRUCTURE SITE : FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 <:. _ _ -.-3441 ivylink Place : XPIR DEC 3 ;2016
<br /> (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9. FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Lynchburg,V 24503 �S O L E �,j
<br /> USE 20PSF MIN) 10. USE THE APPROPRIATE DETAILS carl utnam c mcast. e
<br /> 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS �G� S`F 2C�
<br /> ADEQUATE CLEARSPAN FOR YOUR NEEdS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOYE THEN Metais Buiiding Products `,��,t � 'T,���t, V t��
<br /> 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 5005 Veteran's Memorial Hwy `�Y u. .5���
<br /> CALCULATE FROM TRIBUTARY DIAGf2AM ON PAGE 1 SLAB 8.USE THE SMAI.LER OF THE PdSTSPACiNG ON SLAB OR HEADER POST SPACING Hoibrook,NY 11741 ,,`�; , ��,;, P-11214
<br /> 6. CHOOSE A HEADER FROM TABLE 5.$THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE (631)563-4000 � �
<br /> POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABIE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES FEB OZ 2O1 F) � �� L ��' �`�
<br /> 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 '9rF �OQ�
<br /> ICC ESR 1953 2012 IBC 2/24/2014 Page 50 of 106 'f��� k��t9��4��,_�.�� C�AL PU�NP�
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