|
6` . . .. . . . . . �
<br /> x REq;
<br /> , � . .�. ,., . _
<br /> „
<br /> �gnum Gu er ' num u er 37) � 6"Smooth Gutter(MU38) 5"Magnum Gutter(MU36) ;% 6"Smooth Gutter(MU38)
<br /> TABLE 5.8 Attached Freestanding oi Attached Freestanding oi Attached Freestanding oi Attached Freestanding oi � Attached 1 Freestanamg oi Attached Freestanding oi
<br /> Structure Multispan Units Structure Multis an Units Structure Multis an Units Structure Multis an Units Structure Multispan Units Structure Muitispan Units
<br /> GROUND TRIB POST MAX MAX POST LENC,�TH MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
<br /> SNOW DTH SPACING POST MIN FooTER 8' 10' 12' POST MIN FOOTER 8' 10' 12' POST MIN FOOTER $' 10' 12' POST MIN FooTE 8' 10' 1T POST MIN FooTE 8' 10' 1T POST MW FooTE 8' 10' 17
<br /> ( 1 I I ' ' f ' � � ' '
<br /> LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SRE CONSTRAINED FOOTE SPACING POST S¢E CONSTRAINED FOOTER SPACIN POST SIZE CONSTRAINED FOOTE SPACIN POST SiZE CONSTRAINED FOOTERSPACIN POST SIZE CONSTRAINED FOOTER .
<br /> (PSF) (Fn (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" ,d" "d" (FT) TYPE „d" "d" "d" "d" • (FT) TYPE "d" "d» "d" "d" (FT) TYPE "d" "d" '.d" "d„ (F� TYPE "d" "d" "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 27-8" 11'-4" B - 22' 26 28 :29'- - 14,_8" G 24 28 30 31 74'_1" C 24 27- 28; 30 � .. 3 9'_6" 9'-1" B 18 23 25 26 13'_1„ 0 21 25 27 :28 12,_0" C 20- 24 25 : 26
<br /> UVE 3.5 19'-5" 10'-3" 8 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-t" E 21 - 25 26 - 27 11,-2" D 21 :23 25-- 26
<br /> LOAD 4 17,_0" 5-4" B 23 25 27 28 13'-4" D 26 27 29 30 12'_2" C 25 26 27 29 4 7'-1" 7'-4" C 19 22 23 25 11'-2" E 22 24 28 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 8'-4" 8'-9" C 19 22 23 24 10'-5" E 22 24 25 27 9'-10" E 22 23 24 25
<br /> 5 13'-7" T-11" C 23 , 24 26 27 11'-10" E- 2Z 27 28 30 10'-11" D , 26 . 26 27 28 _ 5 5'_8" 6'-2• C 19 21 23 24 9'_10" E 22 23 25 26 9'-4" E Q2 22 - 24 25
<br /> 5.5 12'-4" T-4" C 24 24 26 27 ]1,_2,. E 27 27 28 29 10'-5" D 26 26 26 28 5.5 5'-2" 5'-9" C 19 21 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 70'-7" E 27. 27 28' 29 10,-0" E 27 2T 27 28 � 5'-4" � 19 21 22 23 8'-10" F 23 23 24 26 8'-6" F 23; 23 23 25
<br /> 6.5 10'-5" 6'-6" C 24 24 25 28 10'4'• E 28 28 28 29 . 9'-7" E -2Z_ 27- 27 27 6.5 4,_4" 5'_0„ C 19 20 22 23 8'_5" F 23 _ 23 24 25. 8'-1° F 23. 23 23 24
<br /> 7 9._8" 6'-1" C 24 24 25 26 9'-S" f 28 28 28 29 9'-3" E 27 27 27 27 7 4'_t" 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,_9' F 23 23 2& 24
<br /> 8 8'-6' S'-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,_S" F 29 29 29 29 8'-4" F 28 28 28 28 8.5 3'_4" 4'-0" C 20 20 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 8 :
<br /> 9.5 7,_2" 4'_9" C 24 24 24 25 8'_1" F' 29 29 29 29 7'-9" F 29 29: 29 29 30 3 9'_6" 8'-5" B 20 25 26 28 12'_4" D 23 27 29 30 11'-4" C 22 25 27 28
<br /> 10 6'_9" 4'_6° C 24 24°' 24 25- 7'-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 28 28 29 10'-6" D ` 23 - -25. 27 28
<br /> 11 6'_2" 4'-2'• C 2B: 25- 25 25 7'-4" F 30 30 30 30 7'-1" F 29 29 29 29 4 T-1" 6'-9" C 21 24 25 26 10'_6" E 24- 26 : 28 29 9'-10„ E 23 25 26 28
<br /> _ __ .._
<br /> 110 MPH EXPOSURE 8 - - 4.5 6'-4" 6'-2" C 21 23 25 26 9'-9" E 24- 26 27 29 9,-4" E 24 24 26 27
<br /> :21 25 26 28 13'_2" C 20 24 '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 . 2T
<br /> 20 3 11'-10" 10'_5" B 19 23 25 26 14,_0" C _
<br /> 3.5 1 d-2" 9'-4" B 19 23 24 25 13'-4" b 21 24; 26 27 12'-3" C 2b" 23 25 26 5.5 5,-2„ 5'-3" C 21 22 24 25- 8'-8" F 25 25_ 26 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 2T . 23 24 25 6 4'_9„ 4'-10" C 21 22 24 25 8'-3" F 25 25 26 28 7'-11" F 25- 25 25 26 _
<br /> 4.5 7'-11" 7'-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 Z5 25 25 26
<br /> 5.5 : 6�_5�� 6�_b„ C 20, 21 22 - 24 10'-4" E 23 23 25 26 9'-9" E- . 22 .` 22' 23 25 _
<br /> --_ �__ �
<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 OVER- � �
<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 y' . �,_y.. :' _L F ' -
<br /> 7 5,_1" 5'-6" C 20 20 22 23 9'_0„ F 23 23 24 25 8'_8" F 23 23 23 24 (Fn 6' 7' 8' 9' 1d 11',. 13' 14' 15' 18' 1T 18' 19' 20' 2T 22' ��FE$$�Q
<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 3' 3.5' 4' 4.5' S' S.5' 6.5' T 7.5' S' 8.5 9' 9.5` 10' 10.5' 1 T �OQ 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' 3.5' 4' 4.5' 5' 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'-Y 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 Na 5.5' 6' 6.5` 7' 7.5' - 8' 8.5' 9' 9.5' 10' 10.5' 1 T 11.5' 12' V n m .---
<br /> 9 3'-11" 4'-5" C 20 20 21 22 7'-S" F 24 24 24 24 7'-5" F 24 24 24 24 3' n/a n/a Na n/a n/a n/a n/a S' 8.5' 9' 9.5' 10' 10.5' 11' 11.5 12' 12.5' � $ ; �
<br /> 9.5 3,-9" 4'_3" C 20 20 21 22 7'_5" F 24 24 24 24 7,_2" F 24 24 24 24 4' Na n/a Na n/a nla " n/a n/a Na Na Na n/a 10.5' 17' 11.5' 12' 12.5' 13' * , .6., �'�15 *
<br /> 110 MPH EXPOSURE C or 130 MPH EXPOSURE B _ ' -
<br /> zo 3 �r-�o^ 9'-5^ a 2a 25 2s 2s �3�-a�� c 23 2� 2a 30 �r-a^ C 22 25 z� 2a TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for ��v�,� �P
<br /> s.5 io�-z^ s-s^ a z� ` 2a ' 2s n t2�-e^ � 23 zs 2s 2s _tr-5^ C 23- 25 2s za for Attached Sin le S an Structures Freestandin Structures or Multis an Attached Structuref 9 t��
<br /> a a�-��^ r-a^ C z� 2a ze 2� -�r-s• e 2a- -zs 2� 2s ia-s^ � 2s za 2s 2� Post Description Max POST Detail Post Description Maximum Max POS ��F�A���O
<br /> a.5 �'-�t" T-o° c z� z3 25 2s �o�-s^ e 2a 25 2� 2a to�-t^ e 2a 2a 2s z� Hgt Code Footing Heighf Code Detaii�l EB 24 2��4
<br /> s ��-�^ s�-5^ C" 2� 2s 2a 2s �0�-2^ e 25 25 2� 2e s�-�^ E 2a 2a` zs 2� Twin 0.032"x1.5"x1.5"Scroll 8' A Mu�oo Steel 0.043"x3"x3"Locksea d= 20" 8' C MU89
<br /> 5.5 s�-5^ s�-o^ C 2i z2 ` 2a ::25 s,_�^ F 25 25 zs- 2a s�-2• E 25 z5 z5 z� Twin 0.062"x1.5"x1.5"Scroll 9' B nnu�oo Stee10.043"x3"x3"Locksea d= 22" B' B ` MU89_ P _
<br /> s 5'-11" 5a�� C 2� 22 2a 25 s�-�^ F 25 25 26 27 s�-s^ F 25 25 25 2s 0.024"x3"x3"Post w!Side lat 12' C MU�t2 Alum 0.120"x3"x3"S uare d= 25" 8' D MU96 ��Q�E� ROFFSs
<br /> s.s s�s^ 5�-3^ c zz _ 2z za z5 s�-a^ F zs 25 2s 2i s�-4° F z5 2s 25 zs Alum 0.032"x3"x3"Lockseam 11' D Muas Alum 0.120"x3"x3"S uare d= 27" 8' B MU96 ��j �N INEF9 /O
<br /> � 5�-r� a�-��• C: 2z 2z zs za a�-a^ F - zs 2s 2s 2� s�-o° F- 2s 25 s5 ze Alum 0.040"x3"x3"Lockseam 11' E nnue9 Alum 0.120"x4"x4"S uare d= 28" 8' E MU50 �� 2
<br /> �.5 a._s^ a�_a" e z2 2z zs 2a r-ir� __F ze 2s: 2s z� ��-a~ F zs 2s 2s 2s 3/16"x3"x3"Steel S uare d= 29" 13' F MU93 � 2 80PE r
<br /> _ a a�-5^ a�-s^ _C 22 22 2s 2a ��-s^ F' ,2s: 2s _2s __2� z�-a�� F - zs 2s 2s 2s Alum 0.075"x3"x3"S uare 12' G nnuas Alum 0.120"x4"x4"S uare d= 32" 10' E MU50`
<br /> a.e a�-2� a�-2^ c zz 22 22 2a �•-a° F 2s 2s 2s zs r-�• P 2s 2s zs 2s Stee10.043"x3"x3"Lockseam 12' H nnuas 3/16"x3"x3"Steei S uare d= 32" 10' G MU93
<br /> s s�-��° a�-o^ c 22 z2 z2 2a i`-�^ F' 2�: 2� 2� 2� s�-�o^ F. 2s _ 2s- zs 2s Alum 0.120"x3"x3"S uare- 12' I Muss 3/16"x4"x4"Steel S uare d= 35" _14' 1- MU93 _ - -
<br /> s.5 s�-s^ s�-s^ c 22 22 22 2s s�-�o^ F 2� 2� 2� z� s�a° F zs 2s 2s 2s Steel 0.043"x3"x3"Lockseam 12' J Muas 3/16"x4"x4"Steel S uare d= 38" 10' J MU93 EGON
<br /> �o s�-s^ s�-r� c z2 22 z2 2s s�-T� F 2� 2� 2� 2� s�-5^ F 2r z� 2� z� Alum 0.120"x4"x4"Square 12' K nnuso 3/16"x5"x5"Steel Squarc d= 42" 14' K MU93 C G� 1 20��
<br /> . GENERAL INSTRUCTIONS FOR THESE TABLES - 3/16"x3"x3"Steel Squar< 12' L Mu9s 3/16"x6"x6"Steel S uarf d= 47" 15' l MU93 ` q � P .�NQ+
<br /> i.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8:FOft SINGLE SRAN ATTACHED,UNI�USE THE POST SHOWN IN _ . >. - - .
<br /> 2. CNOOSE PROJECTION,1/�QpTH AND OVERHANG OF_UNIT ,_, TABLE 5:S AND_5.3.UPGRADE THE FOST-IF THEHEiGHTJS NOT SUFFICIENT - _ ;_ Car1,Putnam,P.E. -
<br /> 3. DETERMINE WIND AND L�VE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 _. - 34441vylink Place XPIR DEC 3 ,2016 , `
<br /> : (PATIO UNITS USE 10 PSF MIN,COMMERCIAI 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
<br /> USE 20PSF MIN) 10. USE THE APPROPRIATE DETAILS carl utnam c mcast. e c� 0 L F G,
<br /> 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS � �G E S�c ��Lfi
<br /> ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Metais Building Products �t. P �T,y_ L t{`
<br /> 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 dR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 5005 Veteran's Memorial Hwy �� �: � ��tl �
<br /> CALCULATE FROM TRIBUTARY DIAGR,4M ON PAGE 1 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook,NY 11741 .:`�`,Y r�rt�� P-11214
<br /> 6. CHOOSE A HEADER FROM TABIE 5.8 THAT HAS ADEQUATE SLAB 9.FOLLOW 3-10 FROM ABOVE �631)563-4000 �� 9n � �.�
<br /> POST SPACING. SLAS 10.FOR TWO POST STRUCTURES USE TABI.E 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES FEB 02 2016 `�� s°
<br /> 7, USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 '4�.F ,�Q-
<br /> 4 �
<br /> ICC ESR 1953(2012 IBC)2/2412014 Page 50 of 106 r(J!i �f�19��R��, �_� C�At PI��NP
<br /> S$•/C)�,'�,L f 3"" - ^ ,.
<br /> _ � ��` � .
<br />
|