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fPMc 3; MAXIMUM ALLOWAV t REAM 5PAN5 <br />5PECIE5 <br />LtAM <br />60 P5r LIVE LOAD <br />TIWAPY <br />LOAP WIDM (Ff) <br />4' -0" <br />5' -O" <br />6' -0" <br />1 `0" <br />8' -0" <br />9' -0" <br />10' -0" <br />I V -0" <br />12' -O" <br />50VT VN <br />PINE NO,2 <br />2/ 2X6 <br />6'-0" <br />I LEs <br />g <br />N t <br />4�' <br />Y -_ <br />___- <br />___- <br />2/20 <br />7'-1" <br />6' 9" <br />S -4" <br />5'-O" <br />4'-9" <br />4'-1" <br />4'-4" <br />2/2XIO <br />9'-0" <br />8'-0" <br />1'-4" <br />6-9" <br />6,4, <br />6'-O" <br />5'-7" <br />" <br />5'-9 <br />9'-2" <br />212XI2 <br />10'-1" <br />9'-6" <br />6-8" <br />6-0" <br />1'-6" <br />1'-1" <br />6'-8" <br />6'-5" <br />6'-I" <br />4X6 <br />6'-5" <br />5'4" <br />5' 3" <br />V-10" <br />4'-6" <br />4'-0" <br />V-1" <br />4X8 <br />6-2" <br />7'-4" <br />6-8" <br />6-2" <br />5'-9" <br />00 <br />9'-9" <br />8'-8" <br />1'-1[" <br />7'-4" <br />6-10" <br />6'-6" <br />6'-2" <br />5'-10" <br />5-7" <br />02 <br />II'-5" <br />10' 3" <br />9'-4" <br />8'-8" <br />8'-1" <br />fA3LE 3: MAXIMUM ALLOW1W BEAM 5PAN5 <br />SPECIES <br />SEAM <br />50E <br />60 P5F LIVE LOAM <br />fr i LOAP WI M (Ff) <br />4-0" <br />5' -0" <br />6' -0" <br />1' -0" <br />8' -O" <br />9' -0" <br />10'-0" <br />W -0" <br />12' -0" <br />POW F P <br />L-APCH NO <br />212X6 <br />5'-7" <br />5'-O" <br />4'-7" <br />4`-5" <br />4'-0" <br />---- <br />---- <br />---- <br />---- <br />2/2X8 <br />7'd" <br />6'-4" <br />5'-IO°' <br />y'-4" <br />5'-0" <br />4'-9" <br />4'-6" <br />2/2X10 <br />8'-6' <br />7'-9„ <br />,,-1„ <br />6-l„ <br />6,-211 <br />y,-!O„ <br />5 .6 <br />y, �„ <br />y,,0,, <br />2/ 2XI2 <br />10' -I' ` <br />9' -0" <br />8' '1" <br />7' -8" <br />T -2" <br />6' -9" <br />b' S" <br />6' -1 " <br />5' -10" <br />4X6 <br />6'-1" <br />5'-5" <br />5' 0„ <br />4:_7„ <br />4,-�, <br />4,�, <br />---- <br />---- <br />- <br />4X8 <br />8'-0" <br />7'-2" <br />6'-1" <br />6-0" <br />-0'" <br />7'-5" <br />6'-Is'° <br />6-7" <br />6-2"l <br />4XI2 <br />II'-5" <br />10'-3" <br />9" 4" <br />6-6- <br />8'-1" <br />1'-7" <br />7'-3" <br />6' II" <br />6' <br />WtE 3: MJMUM .ALLOWA51-E SEAM 5PAN5 <br />SPECrvs <br />AM <br />51ZE <br />40 P5F LIVE LOAF <br />TMI%trAPY LOAF WIDTH (Pf) <br />4' -O" <br />y' -O" <br />6' -0'' <br />1' -9' <br />8' -0" <br />9' -0" <br />10' -0 <br />I I' -0" <br />12' -O" <br />SPF <br />1`10.2/ <br />HEM PIP <br />N0.2 <br />2/ 2X6 <br />5'-1" <br />5'-0" <br />4'-7" <br />4'-3" <br />4'-0" <br />---_ <br />1 -_-- <br />---- <br />_- <br />2/2X8 <br />1'd" <br />6'-4" <br />5'-10" <br />5'-4" <br />'- " <br />'�j <br />2/ 2X10 <br />84 <br />- <br />557 <br />212XI2 <br />10'-I" <br />9'-0" <br />8'-3" <br />7'-8" <br />1'-2" <br />6'-9" <br />6'-5" <br />4X6 <br />6'-1" <br />5'-5" <br />9`0" <br />4'-1" <br />4'-Y" <br />4'-0" <br />4X8 <br />6-0" <br />7'-2" <br />6`6" <br />6'-0" <br />91-8" <br />5'-4" <br />5'-0" <br />4'-7" <br />4'-2" <br />010 <br />9'-10" <br />8'-9" <br />81-0" <br />7'-91, <br />6' II" <br />61-1" <br />6-9" <br />5'-10" <br />5'-+1 <br />4X12 I <br />III -5" <br />10'-*-A" <br />91-3" <br />8'-8" <br />81-1" <br />7'-11' <br />7'-Y. <br />6'-11" <br />fAME 4: tVIAL LOA05 ON P05T5 FOR 6OP5F LIVE LOAD + 10P5F DEAD LOV. FROM DECK ONLY <br />DECK <br />FPO_tcfION <br />CET) <br />AYJ& LOA95 ON P05f 1(1-35) <br />t2ECK V012N (FT) <br />!O <br />If <br />12 <br />13 <br />14 <br />15 <br />1 16 <br />17 <br />18 <br />19 <br />1 20 <br />1 21 <br />22 <br />10 <br />1750 <br />19251 <br />2100 <br />2275 <br />2450 <br />2625 <br />2600 <br />2975 <br />�7150 <br />3�,25 <br />3500 <br />3615 <br />3850 <br />II <br />1925 <br />2118 <br />2310 <br />2503 <br />2695 <br />28M <br />3060 <br />3273 <br />3465 <br />3658 <br />�,850 <br />4043 <br />4235 <br />12 <br />2100 <br />2310 <br />2520 <br />2130 <br />2940 <br />3150 <br />3360 <br />3570 <br />3180 <br />�990 <br />4200 <br />4410 <br />4620 <br />13 <br />2215 <br />2503 <br />2130 <br />2957 <br />5185 <br />3185 <br />3413 <br />5640 <br />3868 <br />4095 <br />4323 <br />4550 <br />4178 <br />50051 <br />14 <br />2450 <br />2695 <br />2940 <br />5430 <br />3615 <br />3920 <br />4165 <br />4410 <br />4655 <br />4900 <br />5145 <br />5'�90 <br />i5 <br />26251 <br />2888 <br />3150 <br />5412 <br />3675 <br />3938 <br />4200 <br />4462 <br />4725 <br />4988 <br />5250 <br />5512 <br />9775 <br />16 <br />2600 <br />5080 <br />�60 <br />5640 <br />3920 <br />4200 <br />4480 <br />4760 <br />5040 <br />5320 <br />5600 <br />5880 <br />6160 <br />17 <br />2979 <br />3275 <br />3510 <br />3868 <br />4165 <br />4463 <br />4160 <br />5058 <br />5355 <br />5653 <br />5950 <br />6245 <br />6545 <br />18 <br />3150 <br />3465 <br />3780 <br />4095 <br />4410 <br />4725 <br />5040 <br />5x55 <br />5670 <br />5985 <br />6300 <br />6615 <br />69R0 <br />NUTS <br />TA0LE4 510A6 AXIAL LOAD5 F 0=5 fff,%ED 1N PLAN 1, PLAN 2 AND PLAN �I 51,f, I I <br />POP ALL PLAN I I CWl44FATION5 AND PLAN 2 ASO PLAN 3 COW ICUATION5 NkfRE F.W1, 5PAN A AND `v Aff EQUAL <br />AXIAL LOA S ON P05f I x WU! ACED VALLE5 DIVIDED GAY TWO <br />FACIAL LOAP5 ON P05f rA3U Art:D vALL�S DIv1�D (SY EOU? <br />fA.;LE DOE5 NOr INCLUDE ENCLO50 COLUMN LOAD5. THESE CAN L4_ XfAJNED FWAA TAft f a -OP L OAV7 fAPING cal IM,NS <br />A.ND FROM ff ENG'NEERING PACKAGE FOP THE FOOM FOR Rlt?a POST LOADS <br />fI&E 5: PATIO DOOM COLUMN AXIAL 0495 (05) <br />CHAMPION PATIO DOOM LOA19 3EAP,ING COLUMN SPACING (Pf) <br />PATIO POOM <br />GOOF SPAN <br />(ff) <br />POOF LOAl2: 2OP5P <br />POOP LOAl2: �OP51` <br />kOOF LOAl2: 40 P5F <br />4' <br />6' <br />8' <br />4' <br />8' <br />4` <br />6' <br />8' <br />8r <br />460 <br />690 <br />920 <br />660 <br />990 <br />1520 <br />560 <br />1290 <br />1120 <br />10 <br />552 <br />828 <br />1104 <br />192 <br />1168 <br />1584 <br />1032 <br />1548 <br />2064 <br />12 <br />644 <br />966 <br />1285 <br />924 <br />1586 <br />1848 <br />1204 <br />1806 <br />2408 <br />14 <br />136 <br />1104 <br />1472 <br />1056 <br />1584 <br />2112 <br />1376 <br />2064 <br />2792 <br />16 <br />828 <br />1242 <br />1656 <br />1188 <br />1182 <br />2576 <br />1546 <br />2522 <br />3096 <br />18 <br />920 <br />080 <br />1640 <br />1320 <br />1980 <br />2640 <br />1120 <br />2980 <br />5440 <br />ZD <br />1012 <br />1518 <br />2024 <br />1492 <br />2118 <br />2904 <br />1692 1 <br />2838 <br />3764 <br />NOT: <br />I. ff AXIAL LOAD5 PRESENTED IN THI5 TVLe AITFOP ff LOAD BEARING CaUMN5 IN A <br />CHAMPION PAW DOOM U51N6 CHAMPION' 5 5TANPAW 5ANM /ICH PANEL ROOF ONLY. <br />2. FOP PATIO ROOM5 Uf1LIZIN6 CHAMPION' 5 050 ROOF PMEL5. THE INPUT R09 LOAD <br />VALUE 5HALL M TIC DE516N ROOF 5NOW LOAF PLU5 SPSF. <br />5. fHl5 V tE DOE5 NOT APPLY TO ff PAW LOOM kWa P05T Tif PIDGE P05f I.OAD5 <br />SHALL 9 DETERMINED FROM a CHAMPION PAW ENCLOSURE ENGINEERING PACKAfE. <br />4, LIWAl? INfE YaKION 15 PERMITTED, <br />TAf r 6: I?EOUIifD FOOfiNG 51ZE <br />ALLOWA3L E <br />501L SEARING <br />CAPACITY <br />AXIAL 1,0AD5 ON P05T (1,35) <br />500 <br />12"0 <br />1000 <br />14" p) <br />1500 <br />1-7-10 <br />2000 <br />20"0 <br />25 <br />22"0 <br />3000 <br />4"0 <br />3500 <br />4000 <br />5000 <br />1000 <br />26"0 <br />28"0 <br />31"0 <br />1500 <br />12"0 <br />12"0 <br />14110 <br />16"0 <br />18"0 <br />20"0 <br />21 "0 <br />231'0 <br />25"O <br />2000 <br />12"0 <br />121'0 <br />12"0 <br />14"0 <br />16"0 <br />17"0 <br />18"O <br />20"0 <br />22"0 <br />25I 0 <br />170 <br />12"0 <br />12"0 <br />OV <br />14"0 <br />15IV <br />17110 <br />18"0 <br />2C"0 <br />�000 <br />12"0 <br />12"0 <br />12"0 <br />12"0 <br />13"f12 <br />15"0 <br />16"0 <br />20"0 <br />3500 <br />12"0 <br />12"0 <br />1 Z"0 <br />12"0 <br />15" <br />14"0 <br />15"oRq <br />4000 <br />12"0 <br />12"0 <br />I Z'' 0 <br />12"0 <br />12" <br />1210 <br />14"0 <br />zi <br />O <br />m W. <br />Cz�.00L <br />IL O <br />0 <br />4C6r <br />I. <br />OYz <br />a <br />�1 <br />_ <br />�oL <br />3E <br />Q <br />�; V <br />DATE: XIY&20 <br />SCALE: MTO <br />Drawn by: U <br />NOTE: <br />I. AXIAL LOAD5 SHALL 9 f1-E COMPINATION OF DECK LOAV5 FROM far 9 PL <br />PAW ENCL050 LOA05 DETEPMINW FROM QW. 5 FOR I.OAV ftffi% COI <br />2. RIDGE P05T LOA105 MU5f M DETERMINED FROM flf ENCL05Ia ENIGIKEERING <br />3. FOOTINGS MAf ARE FOUNDED LE551HAN 18" DELOW GRADE SHALL G`E A MIN! !. <br />18" X18" X 12" THICK <br />