620 112TH ST SE SPACE 375 2019-08-16

SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: 5"Magnum Gutter(MU36) 6"Magnum Gutter(MU37) 6"Smooth Gutter(MU38) 5"Magnum Gutter(MU36) 6"Magnum Gutter(MU37) 6"Smooth Gutter(MU38) TABLE 5.8 Attached Freestanding oi Attached Freestanding of Attached Freestanding oi Attached Freestanding oi Attached Freestanding or Attached Freestanding oi Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' SNOW WDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTER LOAD (Fr) ON SLAB SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTERSPACINC POST SIZE CONSTRAINED FOOTER (PSF) (FT) (FT) TYPE ..d" "d" I "d" I ..d" I (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d" I "d" I (PSF) (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" I "d" "d" I I (FT) TYPE "d" "d" I "d" I "d" (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) tl (in) (in) (in) (in) (in) (in) (in) 11 (in) (in) (in) _ (in) ll (in) 11 (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 115 MPH EXPOSURE B 10 3 22'-8" 11-4" B 22 26 28 29 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 12'-0" C 20 24 25 26 LIVE 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 12'-1" E 21 25 26 27 11'-2" D 21 23 25 26 LOAD 4 1T-0" 9'-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 26 27 10'-5" D 21 23 24 26 • 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 19 22 23 24 10'-5" E 22 24 25 27 9'-10" E 22 23 24 25 5 13-7" 7-11" C 23 24 26 27 11'-10" E 27 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 22 22 24 25 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 19 21 22 24 9'-3" F 23 23 25 26 8'-11" E 22 22 24 25 6 11'-4" 6-11" C 24 24 25 27 10'-7" E 27 27 28 29 10'-0" E 27 27 27 28 • 6 4'-9" 5-4" C 19 21 22 23 8'-10" F 23 23 24 26 8'-6" F 23 23 23 25 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 8'-5" F 23 23 24 25 8'-1" F 23 23 23 24 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 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 T-8" F 24 24 24 25 7'-5" F 23 23 23 24 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 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 20 21 22 7-1" F 24 24 24 25 6-10" F 24 24 24 24 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 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 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 26 28 •29 10'-6" D 23 25 27 28 11 6'-2" 4'-2" C 25 25 25 25 7-4" 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 28 110 MPH EXPOSURE B 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 20 3 11'-10" 10'-5" B 19 23 25 26 14'-0" C 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 27 3.5 10'-2" 9'-4" B 19 23 24 25 13'-4" D 21 24 26 27 12'-3" C 21 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 4 8'-11" 8'-6" B 19 22 24 25 12'-5" D 22 24 26 27 11-5" C 21 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 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 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 5.5 6-5" 6'-8" C 20 21 22 24 10'-4" E 23 23 25 26 9'-9" E 22 22 23 25 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- TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 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 PROJECTION OF SINGLE SPAN STUCTURES(FT) ' 7 5-1" 5-6" C 20 20 22 23 9'-0" F 23 23 24 25 8'-8" F 23 23 23 24 (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' QUO ESSJO� 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 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' �Q P, �� 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' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' IX 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' 11' 11.5' 12' U • 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 n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' b 68 % 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' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13', ✓I / i ■ * '.6-3 20151 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11'-10" 9'-5" B 20 25 26 28 13-4" C 23 27 28 30 1z'-4" C 22 25 27 28 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 1' A:!4 CIV Iv �\Q- 3.5 10'-2" 8'-6" B 21 24 26 27 12'-5" D 23 26 28 29 11'-5" C 23 25 26 28 for Attached Single S an Structures Freestanding Structures or Multispan Attached Structures�' N 4TFO Fps 4 8'-11" 7-8" C 21 24 25 27 11'-6" E 24 26 27 29 10'-8" D 23 24 26 27 Post Description Max POST Detail Post Description Maximum Max POST OF 4.5 7'-11" 7-0" C 21 23 25 26 10'-9" E 24 25 27 28 10'-1" E 24 24 26 27 Hgt Code Footing Height Code Detail# EB 24 2014 5 7'-1" 6'-5" C 21 23 24 26 10'-2" E 25 25 27 28 9'-7" E 24 24 25 27 Twin 0.032"x1.5"x1.5"Scroll 8' A MuIoo Steel 0.043"x3"x3"Lockseam d= 20" 8' C MU89 5.5 6-5" 6'-0" C 21 22 24 25 9'-7" F 25 25 26 28 9'-2" E 25 25 25 27 Twin 0.062"x1.5"X1.5"Scroll 9' B MU1o0 Steel 0.043"x3"x3"Locksean' d= 22" 8' B MU89 O PRO 6 5-11" 5-7" C 21 22 24 25 9'-1" F 25 25 26 27 8'-9" F 25 25 25 26 0.024"x3"x3"Post w/Sideplate 12' C MU112 Alum 0.120"x3"x3"Square d= 25" 8' D MU96 ,`�Q.E pp�+cS' 6.5 5'-5" 5-3" C 22 22 23 25 8'-8" F 25 25 26 27 8'-4" F 25 25 25 26 Alum 0.032"x3"x3"Lockseam 11' D MU89 Alum 0.120"x3"x3"Square d= 27" 8' B MU96 ��cj , INE&- /oma 7 5-1" 4'-11" C 22 22 23 24 8'-3" F 26 26 26 27 e'-o" F 25 25 25 26 Alum 0.040"x3"x3"Lockseam 11' E MU89 Alum 0.120"x4"x4"Square d= 28" 8' E MU50 '9 7.5 4'-9" 4'-8" C 22 22 23 24 T-11" F 26 26 26 27 T-8" F 26 26 26 26 Alum 0.055"x3"x3"Fluted 12' F MU95 3/16"x3"x3"Steel Square d= 29" 13' F MU93 Q" • 2''80PE 8 4'-5" 4'-5" C 22 22 23 24 7'-8" F 26 26 26 27 7'-4" F 26 26 26 26 Alum 0.075"x3"x3"Square 12' G MU49 Alum 0.120"x4"x4"Square d= 32" 10' E MU50 8.5 4'-2" 4'-2" C 22 22 22 24 7'-4" F 26 26 26 26 7'-1" F 26 26 26 26 Steel 0.043"x3"x3"Lockseam 12' H Muss 3/16"x3"x3"Steel Square d= 32" 10' G MU93 / 9 3-11" 4'-0" C 22 22 22 24 7'-1" F 27 27 27 27 6'-10" F 26 26 26 26 Alum 0.120"x3"x3"Square 12' I MU96 3/16"x4"x4"Steel Square d= 35" 14' I MU93 9.5 3'-9" 3-9" C 22 22 22 23 6'-10" F 27 27 27 27 6-7" F 26 26 26 26 Steel 0.043"x3"x3"Lockseam 12' J MU89 3/16"x4"x4"Steel Square d= 38" 10' J MU93 i v e-EGON rb 10 3'-6" 3-7" C 22 22 22 23 s'-7" F 27 27 27 27 9-5" F 27 27 27 27 Alum 0.120"x4"x4"Squall 12' K MU50 3/16"x5"x5"Steel Squan d= 42" 14' K MU93 (/� 1 2°0� GENERAL INSTRUCTIONS FOR THESE TABLES 3/16"x3"x3"Steel Squan 12' L MU93 3/16"x6"x6"Steel Squan d= 47" 15' L MU93 I aril 1NQ • 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Carl Putnam,P. E. • 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 Lynchburg,VA 24503 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9. FIND THE 0/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Y 9, 0 ,L USE 2OPSF MIN) 10. USE THE APPROPRIATE DETAILS cari.utnamCoc.mcast.i e E 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS n ii. sFe / • ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Metals Building Products �( P .rti..l.t� f •, �� • 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 �t\�. .S/// CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook,NY 11741 Ni' , 1G, I P-11214 6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE SLAB 9.FOLLOW 9-10 FROM ABOVE (631)563-4000 mac" ^47 u' � 6 POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES FEB 02 '201 6 f N� �0 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.83/ 1 9TF °P 4 . -P, 4, .9660\� `� -q"k o F,1,0-. ICC ESR 1953(2012 IBC)2/24/2014 Page 50 of 106 / EOISTER PU . SSS/OR'AL F:" c.-.../.3