Loading...
2021.0066.BP0003 6 inch gable WA1.608' !.608' o0 ��cao O VINYL FRAME DAMP/ HMI? O ALUMINUM 4" 51LL 2.62.21.1 0,080' a 13 ALUMINUM 6" HANGER MASE I94' 1609" 498" 0,855 o o� o D��ODaQO 6.000" O VINYL FRAME 511.1. R m O ALUMINUM 4" F -CHANNEL 14 ALUMINUM 6" I-UEAM O VINYL 5ASH ® TWO PARI VINYL TRANSOM O ALUMINUM 4" HANGER 6A -'f 2.500" 10 ALUMINUM 4"I -BEAM 1000, 2.000" o m 0.080" 15 ALUMINUM 6" F -CHANNEL I6 ALUMINUM 6" 51LL O ALUMINUM HEADER EASE ALUMINUM FLOOD. M5E 17 ALUMINUM CENTER MULLION/ MPC4E POST 18 ALUMINUMCORNERPOST DATE: 2/13/19 SCALE: NTS Dm— by: MJG SHEET: 1 OF 6 N fY 5.738' W IL 'a o 9L LLI z LuC� O Q °o © ALUMINUM HEADER AP,M 2 0 W a n Za„ O=- U t C� G � LA93" I V o O 0 S 0 O N W a 0 E09' a a O i0 f N S U 0 O 2 Z d Q H N 12 ALUMINUM GIRT 5ECTION _ '' z 22 a dR a3 ue 18 ALUMINUMCORNERPOST DATE: 2/13/19 SCALE: NTS Dm— by: MJG SHEET: 1 OF 6 ROOF PAWL 5"AN - RIDGE MAM. REPER f0 TADLE5 �E 1A9LE I SEEP 5 FOR N.LOJV 5?' - 6A -6F `kEEf S6 FGR SIZFS ENURE WNOOW OP WNG 17 PfN�EL. e A 2 RMNLo POOP WNOOW WINOOW 1900P UNIT UNIf UNIT Ilvlf s 5'3 7 , 5-3 1 F IJ 7I � J _ I _j11 COQ, 5PXCING* 1 ca 5PACING* COIL WALING* COI- SPACING* rREFIR f0 fnOLl A FORPLLON<8LE L0.LLWJ S" Ay N ^I ROOM WON MAX ROOM WON MMEMINFO GY POOF PANEI- SPAN PA -110 5NC1.05Uf, RONT MVA11ON 2 5Ef5 Of LL358 LEWaP LOK 5CMW5 OR 5/ 16" WNW MAX DOOM FRO.EcT ON 3" LAG 5CIMW5 WPH 1" 0 WA5,EP e 16"C/ ZONE'" (I'D CONNECTING EACH FW OF PTE POOP r)WHRAGM TO I I T X ROOM wpmfIMBEP FPAMEW 5MUGfUl 2 I.0 X ROOM WOfN S 3 0.9Xroom WON 25,115 OF(2)-1/q"X3-3/4"HIT 9 KWK-CON II 4 0.8 X ROOM WWN ANCHOR5 @ 12" C/ C CONNECTING T -IF ENP a fl � kffff r0'IM Ayer s 10 '&V ZaZ POOP WIARMM fO 51P.LCTURA;L MASONRY WAL 7E9CNAll% 1 Af'Mlll s2 w u 3-3 / 4" OR 6" TICK 5ANOWCH PmEL5 -I 35MNVW CH PANFLS THICK A -WA -I, 3-3/ 4" OR 6" TICK 5ANDWCH PAW1,5 OP 6" THICK 5ANI PAWL5 Of MAXIMUM P055f3LE AXIAL LOAD. MTNINEW D1 PEPPER CAPACITY ANO WIND ZONE 4. FER fMA F A SHEEf 5, 1,01 I' MAX LOAD DEAPING HEADER MFER fO fAGI-E5 4 ANO 5 SHEEP 5 EOR PLLCWABI-E SPANS PILL HEIGHT NOW LOAD LOAD GEARING GEARING COLUMN PER 17, REFER Cl IMN5 5FIAA- H 9 A TO TABLE 4 5[EFf 5 FOR MAXIMUM HFOHr OF 9' MAXIMUM COLUMN 5PAGIN6. ANP MAXIMUM 5FACING MAXIMUM COI-UMN HFU f - U3' PER TAM 4 SHEET 5 AP,r F122 P05f PER 11 WT 2X4 10001N5,EPr5. MAXIMUM P05f :IGHf 1515' AN0 MAXIMUM A)(A, IZ 20 i6A 4" OF 6"TICK 5AN0WICH FA,ELS 'I 4" OP 6" TICK 5ANGWICHPAWL5 I:I FIDGE G!AM B -WALL GF ENCL(i'S11RE LON6Iff171NA, J (NON -LOAD GEARING) PAWL JGINIr DOOM wn _ I FooF WWT PATIO p00M p00P PLAN FXI511NG WALL .OP ROOF TE -IN 5TRU m W/ (2)-5/16"00"LAG5CMW5V &V C W/ A MIN OF IV 2" EMGEO INTO fIMGER FRAMING OP (2) -1/ 4" X 3-3/ 4" AILfI KWK-CON II ANCHOP5 c 16"C/C INTO PATIO ENCL05UPE 5M E'"EVA11ON F -CHANNEL AfTALHEW f0 POOF PPNEL5 W/ 48 X 3/ 4" 5M5 e 12"C/ C W/ (4. c EACX THERMAL I -REAM f&G - CHAMPION'S SAND'MCH PANEL ROOF PANEL5 W/ THERMAL 1-GEAMI5 c 3'-0" C / C - q __ P -CHI FER 8 OF 15 c-Wa L Of e ENCLO51& t?OOE AffACHMWW fO HOU5E 52 2'-0" MN CHWA'IChN 5ANWWCN WGG PAJEL5 W 2 FACE5 OF THE F05T SLEEVE 11FRMAL Iq - 6 6 V5A 4 Nr� 'E'c 3 hf uMAI 3.160.14 '� EDGER LOP, 5CFPW5 WN I" WASHERS 111TH A MIN OF 2" rWD MENT 0F WNOOW POOP WNOOW IBvli 7 IBNif WIT y #8x 3/ 4"5M5 @ 12"C/ C G 3 KQ (ART 53 - KNEE WAL 15 ..I JArca I CGL SPACING* CGL -WAGING* LOT 5PKIN6- f T T I, eR TO raeLe A FuxnLpwvae cauwN 5'ac1EkA ROOM WPM FXI511NG WALL .OP ROOF TE -IN 5TRU m W/ (2)-5/16"00"LAG5CMW5V &V C W/ A MIN OF IV 2" EMGEO INTO fIMGER FRAMING OP (2) -1/ 4" X 3-3/ 4" AILfI KWK-CON II ANCHOP5 c 16"C/C INTO PATIO ENCL05UPE 5M E'"EVA11ON F -CHANNEL AfTALHEW f0 POOF PPNEL5 W/ 48 X 3/ 4" 5M5 e 12"C/ C W/ (4. c EACX THERMAL I -REAM f&G - CHAMPION'S SAND'MCH PANEL ROOF PANEL5 W/ THERMAL 1-GEAMI5 c 3'-0" C / C - q __ P -CHI FER 8 OF 15 c-Wa L Of e ENCLO51& t?OOE AffACHMWW fO HOU5E 52 o – 5HEEf 5-6 P t GIPf AffA:kEO TO CaUMN5 PER OEfAL59'MRJ 12 5HEET (1) -FULL INT 20 5TUD IN5LM9INTO CENTER MILLION FOR GRAVITYLOA05 UPPO 2000# PROVIDE (2) -2X4 5TUW5 FOR GRAM +* $HER fp fAIX.ES> - 7F 9iEf S6 f0R cRnvlrrlpancNRwxROsr 52 VINYL 9w COVER ( NON-5micTIRAL ) ALUMINUM DA'X PEP II � (8) -#813/ 4" 5M5 (4 FA %r5) CONNECTING DA5F TO PIZe P05T FOR 1R IFi LOA25 TO 2368 LG5* '+ REFER TO fwe5 7 -7F 9YEf 5.6 Fp LOAD5 ON Wa R05f F10cF P05f PER 17 (6)-#10x3/4"W5(3EA 12 TFK SCREWS 517,1) CONNIFC11NG PA -5F f0 ATTACHING POCF PAf.EL5 WALL OF PATIO ENCLOSURE MILLION - TO 510EWA.L TO HLAOER NEW OP EXTG, 4" CONCRETE `OLAP ON CENTER MILLION PEP 17 PER OETAL5 ON %Lff 3 GRADE WT 4MNEO WOWN POOPING AN0 51EEf 4 6m #1015/4115M5@ 241,C/CVERT _ EACH 510E ATTACHING WNWOW/ WOOP FRAME TO CGLUMN cONiINUOL15A55FAAMY aG _ °. I POOTING TO [TV ON A FIRM STALE SI VCM HAVING A MINIMUM SATE GEARING CAPACITY OF 1500 PSH. THE '—' � � HOPPING SHN"L EXTE 0 GE OW THE UPLIFT LOA951Pf0 2-120160 * REFER TO fAM56 -6F 94Ef S-6 FPR [P. FT LOM5 ON W2 R05f CUT THE FRONT AW PACK FACE5 OF THE F05T SLEEVE PPOVIOE(2)-5/I6"L WTl"OUWEtER WA-`kER OR(2 -1L35 PIOCE P05T A55FMGLY f0 DOrfOM OF 2 °o HANGER DA5E FEP 9 OR I5 EDGER LOP, 5CFPW5 WN I" WASHERS 111TH A MIN OF 2" rWD MENT 0F ALCOMM00ATE PIWCE GERM rc r LNNECfING THE HANGER f0 TIE RIDGE KAM AT THE FON,," RIDGE BEAM CONN MN M& y #8x 3/ 4"5M5 @ 12"C/ C 55PAGING. a W/ (3) EACH 1-13EAM 6"C/ C FOR ROOF RWfION LOA195 OF 300PLF- OR LE55 O # IOe3/ 4" 5M5 @ 2k B i W O" C/ C FOR ROOF 9FACiION LOA175 OF LPTO 450 FI.E+ H 5 0 3 N ATTACHINGWNDOW/ THP f0 fADle 2 9EEf 5 FORRW TICA N LOM5 POOR FFNME TO COLUMN kALUMINUM % dl EA55EMPLYw SHIM A5 WOUI1TW GAk PEP II p 0FILL CHAMPION SANOWCH HEU f 20 501171 -'To-, LA PINE # 15TIiJIwwPINTO P067AAEL5W/ W Wi CENTER MULLION FOP GRAVITY v io W I"GEAM5 a 3'-0" LOAm IPTO 2000#. PPOVIOE (2) 2X4 511105 POP RIDGE A5 . SIZES GPAVINLOA05CaATERTHAN DATE:2/13/19 PldGi GERM 511N -L n CONNF(T%' ft ALUMINUM P05f PERiA3LE56A-6F Ft SCALE: NTS `1-EFVE WT <3>-5/8° TRoua+GarsFGR o – 5HEEf 5-6 P t GIPf AffA:kEO TO CaUMN5 PER OEfAL59'MRJ 12 5HEET (1) -FULL INT 20 5TUD IN5LM9INTO CENTER MILLION FOR GRAVITYLOA05 UPPO 2000# PROVIDE (2) -2X4 5TUW5 FOR GRAM +* $HER fp fAIX.ES> - 7F 9iEf S6 f0R cRnvlrrlpancNRwxROsr 52 VINYL 9w COVER ( NON-5micTIRAL ) ALUMINUM DA'X PEP II � (8) -#813/ 4" 5M5 (4 FA %r5) CONNECTING DA5F TO PIZe P05T FOR 1R IFi LOA25 TO 2368 LG5* '+ REFER TO fwe5 7 -7F 9YEf 5.6 Fp LOAD5 ON Wa R05f F10cF P05f PER 17 (6)-#10x3/4"W5(3EA 12 TFK SCREWS 517,1) CONNIFC11NG PA -5F f0 ATTACHING POCF PAf.EL5 WALL OF PATIO ENCLOSURE MILLION - TO 510EWA.L TO HLAOER NEW OP EXTG, 4" CONCRETE `OLAP ON CENTER MILLION PEP 17 PER OETAL5 ON %Lff 3 GRADE WT 4MNEO WOWN POOPING AN0 51EEf 4 6m #1015/4115M5@ 241,C/CVERT _ EACH 510E ATTACHING WNWOW/ WOOP FRAME TO CGLUMN cONiINUOL15A55FAAMY aG _ °. I POOTING TO [TV ON A FIRM STALE SI VCM HAVING A MINIMUM SATE GEARING CAPACITY OF 1500 PSH. THE '—' � � HOPPING SHN"L EXTE 0 GE OW THE UPLIFT LOA951Pf0 2-120160 * REFER TO fAM56 -6F 94Ef S-6 FPR [P. FT LOM5 ON W2 R05f CUT THE FRONT AW PACK FACE5 OF THE F05T SLEEVE PIOCE P05T A55FMGLY f0 DOrfOM OF 2 °o J HSP 17 FIOCE MAM ELEVATION TO 0F ALCOMM00ATE PIWCE GERM rc r W RIDGE BEAM CONN MN M& y Z a )OOP ILW PEP i O # IOe3/ 4" 5M5 @ 2k B i W c/CVERTEACN510E H 5 0 3 N ATTACHINGWNDOW/ 2 POOR FFNME TO COLUMN kALUMINUM % dl EA55EMPLYw GAk PEP II p 0FILL HEU f 20 501171 -'To-, LA PINE # 15TIiJIwwPINTO a 3 W Wi CENTER MULLION FOP GRAVITY v io W LOAm IPTO 2000#. PPOVIOE (2) 2X4 511105 POP GPAVINLOA05CaATERTHAN DATE:2/13/19 2000# 5TUQ5SH&L PPOMOE FULL DPG CONTACT SCALE: NTS RIDGE P05f fO PA5E CONNECTION W/ FUDGE REAM' 5EE TAPA-E 6 52 SHEET6 FOP AXI- LOA75ON Drawn by: MJG THE Ova F05T REV. DATE: 2 No. 1 / 4" X 2" I -AG 9_H;W5 AT 24" d, VWPf'_a-LYFOP ATfACHMENf TO IIWFP SHEET:20F6 FPAMEO WALL 2 No. 1/ 4" X 2" ZAMAC NAILIN ANCHOP5 @ 24" /cePTICALLYFOR SN JOSEpw _. AfTACHEMENiT iO , nF WASa,_ CONTINUOU5 FPG5f LINE OF THE LOCANT our NOr VI'A EP I / Imnxm�r PERIMETER POOPING 12" MIN LE55 THAN 12" GELOW CiIM. -D" PEP ALUMINUM DA5F PER I I J 5 1DEW 5 U TO MC, 5fP.l4 M, CONNECTION Or% CASE PER II 5"2 UW DOWN F0011N6 7VAIL 52 cn #8X3/4" HEALER GER5 5MW A'16"L/C MTU-ION7ER17 Off GER 12 ARM PER Z ` „ 7,8 OR I6 2q" fall Q x USE9#IOX 5/9"5M5(2 EA SIDE) 61K GER 12 #10X3/4" did # 10 X 3/ 4" 5M5 @24" VEREICALLY CONf,EC11NG N:PLEK fL(41A OR IJ'LIE I 3.5/ 4" OR 6" THICK TEK AffALNIN'u WEf150E 2 PIECE LOAV5 ON CENTER COL89Lf55'� ° " X " X " 5i ° ° 5A\VVXH PANEL ROOF SCREW M 16" a CENTER COLUMN ff 8 #10 X 3i 9" 5M)CONNECTING wfAMP fOR U IFf 5"00146 ANGLESYSTEM L/C LOAL5 ON CENTER Ca368 LGS * AffA,hED f0 ihE GIRTFEARER ARM PER 6 CENTER COUMN PER I7 e- s ANTI CO.UMN NTN(9) #10X5/9" c # ' 11 29" EA 517E El eIfADER f0 CENTER COLUMN CONNECTION TWO PAR 10 53 LOITER C01-UMJ PER 18 INSU-AtED aA55 ONN50M PER 1 f 0 v1Nn SNAP COVER w14Dow/coonCENTER COLUMN fO GIRT CONNECf10N s CORNER COLUMN fO GIRT CONNECTION GLA55 f2AN50M TOT AY ER 0: w C T C NON-Sf'JJCfIKP!-) JW REP I ,-: 9-s « # 103/ 4" 5M5 c 24" C/ C VERT H INSU-ATED G.A5*1N5LLATfO F y � - #106/ 9" 5M5,, - 24' M5,, " EPGN SIDE ATTACHING 1MNDOW/ DOOR 24' C/ C VERT FRAME f0 COLUMN A55eMELY 6" SMITMCH PANEI. TWO PART Z t�J Wfm5OM PER 9"2q"C/C < r O (2)#10X1"SMS OOKIPI-IEf LOADS ONCENTERCOLUMNLPfO2568L(l5* I6" C/C GIRT PER 12 GIRT PER 120FRAME JAW PEPI 8#10X3/4"5M5C q EA 5112E) CONNECIING COLUMN 10BASE_ V ,wd, lax -k FRAME HEAD PERI 3 w y2OCENTER ML --LION for PALFRAME HEAPPER 17 PA5E PER 11 5A5H PEPERICENTER COLUMN fO PPA5F CON1�C110N N5ILATEP 6LA55 aA55 ° `O SD OR UPLIFT LOOf15 ON CENTER COLUMN IYfO 2968 Ll" U-AfEG G -A55 5r 8 # 10 X 3/ 4" 5M5 ( 4 EA 511 CONNECi1NG COLUMN f0 TEASE FRAME 5uDATE: 2/13/19 CENTER MU,UON PER 17 Ke(er to tape 3 ,beet 5 tw �w,n w:�2 FRANC SLL PER 2 SnSN SEG * �— SAc.I,I PER PLP 2 3 SCALE: NTS MIN 12" WE CONCQFIE FOOTING D2wn by: MJG EXTENDING MI. OW H PR95f LINE Of TFE 61KPER 12 IPEE II q 2, 5�� MIN � LOCH-hFY OR 12" GELOW C&a CENTER MU -LION PER 17 #IOX 5/1115M5 e f� WHICHEVER 15 DEEPER. WINEORLE WTH 24"C/CEA SIDE I # 5 f&G I— f5A5E PER 11 — CONCRETE %Af ON 6" NICK 5AN'DIMCH PANEL ORALE 5LLID fNACYJNG alr51GE EDGE ` A5 REQUIRED # IO X 3/ 4" 5M5 @ Of 51AEy/ OIWNSIONN. LUMP —� I \ 29"C/ L EA 5112E FOOTING DECKFRAMINGMEAN P5 <6>-L0358 LEDGER VASE PER II — 5GEYC�F CIFIC6EXIIII /\ I LOK 5CFt*, V (9)-3/8"X2-1/2" WOOD FR.AMINIG SH&L LSE (8)-#12X2-1/2" 5-1/2" 3.25"MINDCi-T3a'1+®pNC}bR5 AMINIMUM Of 093 WOOD 5CKEW5 CONI THE fiA`kfUa f0 Af1KHINIG THE a IPE POUNDAt10N Af EACH COLUMN (SASEiRPGK f0 f�E DECK ` a O CENTER COLUMN fO FOUI CONgC910N ('3"1 CENTER COLUMN fO 17ECK CONNECTION ; ' 1 WINDOW fO PANEL KNEE WALL ANI7 VM50M � GLA55 KNEFWALL fO TO W CONI 53 301 4#12X 5M51MfH " NEOPPENEWA511EP CO;UMN GER 9RIL X SM7 Rim I" Nit:` CNC Wl61tK LUNNCL11N& TIM CNV Fwm I GFD CONI the ENO PANELS f01FE HiARM GER I 17 OR 18 PANELS f0 THE NEN7ER PRM AND #12 SMS 212"C/ C AffA',HII 9 # 10 X31 4" � GR b" THICKAND # I2 5M5 @ 12"C/ C AffA:HIN6 ALL Ofd II ALL ONER PANE05 f0 HEADER 5M5 ATTACHING � SPNDW1CIi PPN'EL �/ PANEI.S'0 WAVER 3 GIRT GER 12 0 o ELK 3-3/ 4" THICK PWI- H 43/ 4" LONG 5M5 BALER ARM f0 W ' EOR 33/ 4" NKK PMEL USE 4-"/ 9" LONG SMS FOR 6' PAMLUSE7"LONG5M6 I-9AM5W1M, For 6" PANEL IEE 7" LONG 5M5 ° ° xi IO X 3/ 4" SMS 6 n n 2" X 2" X7��WTH EACHr/ 0. = $ 4# 10X3/4" 5M5 AT'ACHIW COLUMN PER LONG AN;d- TO 1, EA�11 PANELc � HEADERPRM�OI�(AEAMSW1N3xi10 170818M fhE GIRT AN ''f0 n X3/4" SMSAffAQiINGHEADERf0 (a) a 10 W z FASCIA EACH GANEL 6" KNEEWN-_ = H PER 7.8 OR ib �� HEARER PRM GER 6 COLUMN GER 17 OR 18 N - Luj� #10 X 3/4"K CENTER e COLUMN GIRT SIDE VIEW COLUMN fO GIRT: VERTICAL 5FC11ON 5-5 FAYwRER / / HEARER TO Z O m W - #8X3/4" HEALER GER5 5MW A'16"L/C MTU-ION7ER17 Off GER 12 ARM PER Z ` „ 7,8 OR I6 2q" fall Q x USE9#IOX 5/9"5M5(2 EA SIDE) 61K GER 12 #10X3/4" did # 10 X 3/ 4" 5M5 @24" VEREICALLY CONf,EC11NG N:PLEK fL(41A OR IJ'LIE I 3.5/ 4" OR 6" THICK TEK AffALNIN'u WEf150E 2 PIECE LOAV5 ON CENTER COL89Lf55'� ° " X " X " 5i ° ° 5A\VVXH PANEL ROOF SCREW M 16" a CENTER COLUMN ff 8 #10 X 3i 9" 5M)CONNECTING wfAMP fOR U IFf 5"00146 ANGLESYSTEM L/C LOAL5 ON CENTER Ca368 LGS * AffA,hED f0 ihE GIRTFEARER ARM PER 6 CENTER COUMN PER I7 e- s ANTI CO.UMN NTN(9) #10X5/9" c # ' 11 29" EA 517E El eIfADER f0 CENTER COLUMN CONNECTION TWO PAR 10 53 LOITER C01-UMJ PER 18 INSU-AtED aA55 ONN50M PER 1 f 0 v1Nn SNAP COVER w14Dow/coonCENTER COLUMN fO GIRT CONNECf10N s CORNER COLUMN fO GIRT CONNECTION GLA55 f2AN50M TOT AY ER 0: w C T C NON-Sf'JJCfIKP!-) JW REP I ,-: 9-s « # 103/ 4" 5M5 c 24" C/ C VERT H INSU-ATED G.A5*1N5LLATfO F y � - #106/ 9" 5M5,, - 24' M5,, " EPGN SIDE ATTACHING 1MNDOW/ DOOR 24' C/ C VERT FRAME f0 COLUMN A55eMELY 6" SMITMCH PANEI. TWO PART Z t�J Wfm5OM PER 9"2q"C/C < r O (2)#10X1"SMS OOKIPI-IEf LOADS ONCENTERCOLUMNLPfO2568L(l5* I6" C/C GIRT PER 12 GIRT PER 120FRAME JAW PEPI 8#10X3/4"5M5C q EA 5112E) CONNECIING COLUMN 10BASE_ V ,wd, lax -k FRAME HEAD PERI 3 w y2OCENTER ML --LION for PALFRAME HEAPPER 17 PA5E PER 11 5A5H PEPERICENTER COLUMN fO PPA5F CON1�C110N N5ILATEP 6LA55 aA55 ° `O SD OR UPLIFT LOOf15 ON CENTER COLUMN IYfO 2968 Ll" U-AfEG G -A55 5r 8 # 10 X 3/ 4" 5M5 ( 4 EA 511 CONNECi1NG COLUMN f0 TEASE FRAME 5uDATE: 2/13/19 CENTER MU,UON PER 17 Ke(er to tape 3 ,beet 5 tw �w,n w:�2 FRANC SLL PER 2 SnSN SEG * �— SAc.I,I PER PLP 2 3 SCALE: NTS MIN 12" WE CONCQFIE FOOTING D2wn by: MJG EXTENDING MI. OW H PR95f LINE Of TFE 61KPER 12 IPEE II q 2, 5�� MIN � LOCH-hFY OR 12" GELOW C&a CENTER MU -LION PER 17 #IOX 5/1115M5 e f� WHICHEVER 15 DEEPER. WINEORLE WTH 24"C/CEA SIDE I # 5 f&G I— f5A5E PER 11 — CONCRETE %Af ON 6" NICK 5AN'DIMCH PANEL ORALE 5LLID fNACYJNG alr51GE EDGE ` A5 REQUIRED # IO X 3/ 4" 5M5 @ Of 51AEy/ OIWNSIONN. LUMP —� I \ 29"C/ L EA 5112E FOOTING DECKFRAMINGMEAN P5 <6>-L0358 LEDGER VASE PER II — 5GEYC�F CIFIC6EXIIII /\ I LOK 5CFt*, V (9)-3/8"X2-1/2" WOOD FR.AMINIG SH&L LSE (8)-#12X2-1/2" 5-1/2" 3.25"MINDCi-T3a'1+®pNC}bR5 AMINIMUM Of 093 WOOD 5CKEW5 CONI THE fiA`kfUa f0 Af1KHINIG THE a IPE POUNDAt10N Af EACH COLUMN (SASEiRPGK f0 f�E DECK ` a O CENTER COLUMN fO FOUI CONgC910N ('3"1 CENTER COLUMN fO 17ECK CONNECTION ; ' 1 WINDOW fO PANEL KNEE WALL ANI7 VM50M � GLA55 KNEFWALL fO TO W CONI 53 301 //7�.��J��i CWMPION 5ANDWCH3a' n I L X 107 vvnm I" WA7G7 x r" nu MIGHT UA UMN WNNELTINTK RJrP 34" OR 6" SAWLN \ # 2 5M5wfHI"NPOMNFWA5fPCONKfCfIK6 OR 6" PANEL RODE 54'S EM f ANCLS f0 WN -L f'I.AfE 71U5 xi I2 SMS WIM I" WA`kIERS CONNELiING TFE PANELS PANEL ROOF SYSTEM 3-3/4" OR b" MILK iPE ENG PAI.EL510 hE FEADER PRM ANG #12 SMS f0 ft WALL PLATE PEiWiEN COLUMNS Af iNE EOI,LOIMNG 5'ALIN6. � 5ANVMCN PANEL 012"C/ C ATTACHNG ALL MR PANEL5 TO HEADER 24"C/ C POP WW 70NE I. 12" Cl L POP WING WINE 2 W POP 3-3/ 4" THICK PANEL USE 4-3/ 4" LONG 5M5 8" C/ C FOR AMNO ZONP 3' b"C/C EOR WNG ZONE 4 PSK 6" PANEL USE 7" LONG 5M5 FOP 33/ 4" f<IK PAWLS USE 43/ 4" LONG 5M5 J y H „ • PGR 6" THICK PAhEL5 USE 7" LONIG 5M5 d ^`EE fA3lE AktEf 5 W IGTi' _— �U) UJ "8X3/4"51050 .—. —.—. z 4#IOX3/4" 5M5AffACHINGFEAEPAPM 29"C/Cf&G '— - _ fOhGEAM54MfH3#10x3/9"SMS a AffACNN6 WAMP f0 WH PANEL FASCor uj o l 16 7,8 OR 16 j HEAMP ARM MR FASCIA PEP 7.6 OP 16 �zpm vEP II OP IR —' — =EhN FlsP Il Oz (i< V z z . #'0X3/4"TEK `+.: r8 X3/4"SM5a24"C/Cf&0 *'X%/4"51050 IL a X W016"C/L PEPII (rr7CN. AfALL -SEAM fO PANEL MASk FYR1 29"C/6f&M za 3#10 X 3/ 4" 5M5 CONN'ECfIN6 C6NNECf10N5) ('YPICN" Af ALL &/MR PER 5 COLUMN r0 fm rVIP IP EACH 5m 4#10 X 5/ 4" 5M5 CONNECIING GIKf PER 12 "SAM i0:'ANEL i 1 � a #8 x 3/ 4" 0 - CGI.Ufd,N fO TIE EXAPNGER EPLN SX7E CONNECION5) 24" C/ C TW PGP WING [ONES 3 ANG 4* INWLL 2" X 2" X— 6" WK5ANGWICN PANEL 0.080" MY 3" LONG ALUMINUM MaE #10 x 3/ 4" 5M5 o 2 #10 X 3/ 4' 5M5 ° o rfACPED f0 It WAOM PNC COLUMN. CENTER MULLION PER 17 24"C/CEA 5117E V CONNFC11N1G x prep ro rxa.e A 51�Er s Foe wT.nLow cEwnad GIRT TSR 1'L HPAMR5ECWNTOCaUMK51M ° ° PGR NAND ZONES 3 ANG 4 PRAMS PEAR EA SIDE CO RNER COLUMN � e NON AXIAL efAP.ING COLUMN fO ROOF CONNECTION INSTALL 2" X Z" %0.080' PTR I 9 fO tJ) MR 18 Mv3" LONG ALUMINUMe CONNECTION OF PANEL 1%AN50M fO ROOF ANP F� o 5" MIN ANGLE5 ATTACHED fO n M o o e OUP COLUMN fO R00F CONNECflON CONL� E A G COLUMN wn (9> #lo 3/ 1",M'— " SM z ¢ r POOPING .. :' O ,. L LONJDES.:ATAnON ^ a. ',. F. y J CASE PER II #10X5/9"SMS AI °. 0 29" ';: �kRTICN.LY I Ile ALUMINUM, o m v _ M"R5 COANELfING fIi GA rPAK 8 ` n EASE a L O f01FE CON1CMIE POU PATIO N Ai a .. _ OOOP/ WINDOW EACH COLUMN (9-fOTAL) O #10X3/9"SMS PRIM JAW PERI ° n o 024"C/CWK MULLION 0 W PERfEP _ I - o� ; H y (2) #IOX 3/4" CASE PER / �! 22 A1fA-FHN16 GAS.i r0 3/ 8" X 2-112" A COLUMN kCVON WEOGE-GGI.f+®ANCHORS z _ CONINECfING T4E GA51 RWa — v to # 10 X 3/ 4 SMS — ° .. . a 1GCONCTE ALUMINIUM . 0 24" r./ c `rP-RNLAl.I.Y u, , • .. FOLW7hfI0N Af EACH COLUMN CORNER = - (9-f0%) COLUMN PER I8 * a' + n _ DATE: 2/3179 a' _, n^ (2) #10X3/9„<e EXfERIOR FPLE OF FOOTING Q.. SCALE: NTS Af1A HNG CASE 10 COLUMN CONNECT ON OF CENTER COLUMN TO PAT/ FOUNPAt ON �cnoN CONED COLUMN MP 18 %'° e GR VdNG ZONES: ANG 4* INSrPLL 2' X 2" X Dme b MJG Y� OF CORNER COLUMN PEP 12 & 2 fO PPA5E/ FOUNPATION DOOR 51LL PCP 2 .080" GY 3" LONG ALUMINUM AdNG4-E5 AffACWP REV: I DATE: eCONNECTION 5.<04EMA-E` ANDCaUMNWIfN(9)#10%3/4"sM # Io X 3/ 9" sMs z4" VERUCPLLv CSR PER 18 R WNG z NEs 3 AND 4 w57w L 2" X r x CONNECi1GN OF CORNER COLUMN f0 6ASE/ FOUNI7AflON ATtPCNING WEf55 Of 2 PC. L01-I1MN COLUMN ,080" My g" LONG fJ-I,MINUM ANIx'-ES #10 X 5/ 4" 0 29" 5.< e #10x3/9SM5 1#1011/1' 1fAEED f0 iPE GAS MD COLUMN WITH (4) c/ c EA SIDE MASE pER II CONNECTING o ` fffE? f0 fAlE A%UfS FGV WWLWPt56MON' DOOR 51'i.L PTP _ SH1os-4-F8 COLUMN fO GME _ OIMEN5ONN. LUNGER DECK o AfrACNMENT OF GA5E fO IIMMP DECK #10 X 3/ 4" 5M5 PRAMING MEM9ER5 3.25"MIN ORFOLN'OAf10N AffACHIN6 MA,F- 10511.1 JO$F: b # 12 X 2-11 2' VJOg7 SLK-EWS CONNECTING fPE GA5ER.Alt fO TFE GAE TRACK AfrACEED f0 hE DECK (DLL 358 LEDGER LOK 5C�Ws �,N P W yC q'r�Yj °.. MICK OR MASE TRACK AffAC WO fO THE CONCPETE 24"U C MAX IN -0 XAM AND _ �F,O tiC (4)-3/8"X2-I/2"WEOCEdOf+ 3.25"MIN FOUNOMON WITH(2) 3/8"X2-1/2" WOOD G`fAM # (2) 12 X 2-I/ 2" WOOD 5tiKe c ,' ; Ir ANCHORS LONNECiING iFE GA`kiRPLK W'EOGE M01"f+ ANCP6OR Gq"rs 0 24" CIC 29" C/C MAX INYO GEAM AND 5f M3 TO CO?WR COLUMN ANP 9 AP (5 fPE Fow210N Af EACH ca C DETAIL 200/ S4 POR WEDGE LLi FSEE H POOR TNRE5NOI P TO SIAM r—� POOR TNRE5N0.P f0 PEC.K //7�.��J��i TABLE A: WIND ZONE 17E51GNAfION 0A5W ON OE516N WINW2 SPEED AW EXF09H 5TWWN TH OE516N 115 MPH I!,0 MPH 140 MRH 155 MPH WW0 5MO PKK CAT II 05K CAT II PFS CAT II RISK CAT II ALLOWAMe 5fM55 90 MPH 100 MPH TIO MPH 12C MPH WHO SPEED 20' 1 19 2" 1 17'4 16'-4" 1 15'-4'- 14=6' 13'-9" 13 2" 1 12'-8 II' -8" 89" 897 EXP D WIND ZONE I WIND ZONE 2 WIND ZONE 3 WIND ZONE 4 _ 3. MF 5NOW LOAD fAB1-E5 PRE%NITEO IN TH15 PACKAGE ARE FGR UNIFORM PGCE 5N OW L0V5. CONNPeIZATICN ? K a SNN.I. BE GIVEN f0 SITE. SPECIFIC CONOFUONS 51KN AS `U.IDINIG, DR1FiINIG CR UNW3A-R 0 5N10W LOADS. 5MCIW- M51GN EXP C WINO ZONE 2 WIND ZONE 3 WND ZONE 4 FlOUIREO EXP D WINXJ ZONE 3 WIND ZONE 4 5FMCIAL DESIGN 5FECA- PL96N 1510 7. CHAMPION PAHO ENCLO5UM5 CAN 6E CONSTRUCTED ON fIMMV FRAMED OFCK5 PROVIRIP THE GYCK ANO U5 89" RFG'UReO DIAPER EXPOSURE CAIEGOPE5 AM A5 DEPINEO IN THE IPPZ, VC AND A59-1 2. TABLE APPI F5 f0 PATIO ROOM5 WfM MEAN POOF HEIGHTS UP f0 30' IN EXPO5Uff 3 ANO IF f0 I5' IN EXPOSURES C AN2 O. FOR ROOM5 IN EXPO51n CATEGORF5 C AND D WITH MEAN POOF tIGHf5 WITH MEAN POOP HPIG'iT5 6EfWEEN 15' AKV 3O' a NEXT HIGFf5f WIMP ZONE DE516NATION 5HALI, M 5ELEUED OP A SUE 5FECIFIC M516K WILL 3E U lai? 511E SPECIFIC OETEPMIKAf10N Of WINIO Pff56a515 fEGUITO POP 51TE5 ON 15GLATI9 HL1,5, kVa5 or E5CffMENf5 THAT A& ABRU'f CH4,GE5 FROM THE CeNfM fOFCGPJPHY OF ME AREA. TABLE 2: APPLIED GPAVITY AW UPLIFT POOP LOAD5 ( P -F) ON ROOF PANEL WORf5 PANEL Roof LIVE/ SNOW Lopo ( P5P) WNL? ZoNE SPAN (Ff) 20 25 30 5.•5 40 45 50 55 6C 70 1 2 5 4 IC 138 168 We 228 258 288 318 348 378 438 -120 -148 -179 -214 12 161 196 231 266 301 1 336 371 406 441 511 -132 -163 -197 239 14 189 224 2264 309 349 384 424 464 504 -143 -176 -213 -254 I6 207 252 297 342 -192 432 -216 IS 230 280 330 380 146 -206 -250 -296 20 253 308 1�8 1-2201-266 318 I fNt'_EIIFT-FSf:NC4F]>�(F MIN "iwa.E5, a INNIf wo LOFDiOP• v T5 WST `MALL EQW. THE Gfqm -`• "'�" � "" • '�" 'AVON/ POOP I.M''01V' 575' Gf5eAA10N 07 IMNID Zaf 2. w6kaVE YM71G ftW51,fr IRIMOADS TABLE 4: ALLOWADI-E COLUMN 5FALINIG DA5EO ON DOOR/ IMNDOW UNIT CAPACITY WINO Zw TABLE I: ALLOlWABI-E 5iJVIN1CH ROOF PANEL 5PAN5 (Ff-IN) PANEL fH16KNi55 LIVE LOAD' (F5P) ALLOWABLE COLUMN POOF SNOW LOAD (P5F) (IND 20 20 1 25 1 30 1 35 1 40 1 45 1 50 55 60 1 70 33/4" 1?' -4" 16'-8" 15 -5" 14'-5 13 -V 112'-10' 1 12'-2' 1 11-6" II 4' 1 10'-7' 9'-I0" b" 20' 20' 1 19 2" 1 17'4 16'-4" 1 15'-4'- 14=6' 13'-9" 13 2" 1 12'-8 II' -8" EXPOSURE CAIEGOPE5 AM A5 DEPINEO IN THE IPPZ, VC AND A59-1 2. TABLE APPI F5 f0 PATIO ROOM5 WfM MEAN POOF HEIGHTS UP f0 30' IN EXPO5Uff 3 ANO IF f0 I5' IN EXPOSURES C AN2 O. FOR ROOM5 IN EXPO51n CATEGORF5 C AND D WITH MEAN POOF tIGHf5 WITH MEAN POOP HPIG'iT5 6EfWEEN 15' AKV 3O' a NEXT HIGFf5f WIMP ZONE DE516NATION 5HALI, M 5ELEUED OP A SUE 5FECIFIC M516K WILL 3E U lai? 511E SPECIFIC OETEPMIKAf10N Of WINIO Pff56a515 fEGUITO POP 51TE5 ON 15GLATI9 HL1,5, kVa5 or E5CffMENf5 THAT A& ABRU'f CH4,GE5 FROM THE CeNfM fOFCGPJPHY OF ME AREA. TABLE 2: APPLIED GPAVITY AW UPLIFT POOP LOAD5 ( P -F) ON ROOF PANEL WORf5 PANEL Roof LIVE/ SNOW Lopo ( P5P) WNL? ZoNE SPAN (Ff) 20 25 30 5.•5 40 45 50 55 6C 70 1 2 5 4 IC 138 168 We 228 258 288 318 348 378 438 -120 -148 -179 -214 12 161 196 231 266 301 1 336 371 406 441 511 -132 -163 -197 239 14 189 224 2264 309 349 384 424 464 504 -143 -176 -213 -254 I6 207 252 297 342 -192 432 -216 IS 230 280 330 380 146 -206 -250 -296 20 253 308 1�8 1-2201-266 318 I fNt'_EIIFT-FSf:NC4F]>�(F MIN "iwa.E5, a INNIf wo LOFDiOP• v T5 WST `MALL EQW. THE Gfqm -`• "'�" � "" • '�" 'AVON/ POOP I.M''01V' 575' Gf5eAA10N 07 IMNID Zaf 2. w6kaVE YM71G ftW51,fr IRIMOADS TABLE 4: ALLOWADI-E COLUMN 5FALINIG DA5EO ON DOOR/ IMNDOW UNIT CAPACITY WINO Zw 1 2 3 9 ALLOWABLE COLUMN 96" 88" 76" 12" PG 890 1060 E01ilON5Ch ASCE 7, 2005-FND20h0 AI-UMINI;M Y2ESIGV MANUAL, 2005, 2012- FND2015 NW25PCR WOOF x 5EE tKU A'IEHf 5 FOP. 6E°XN4M 9 MT; 7GNE Me 5: ALLOWABLE APPLIED LOA05 ON HEADED (PLP) HEADER `.FAN 1 82" 1 88" 94" 1 543 414 418 ONFEWeMAX.APP-IEDL0AV R(PP) 10' . W fNAE 2 4fEf 5 EOR 67PL EG A{M On MlLi2 ROOF DMMUCTION CRITU.IA - L/ 12U THE ALLOWABLE SPANS AIT 13A` i9 ON UNIFORM SNOW LOAPIX CONOITION5. 2. FOR 0513 ROOF PANELS WTH A5PWL1`5HINQ-E5.4E INPUF BOOP LOAD POR THI5 CHART 91A I FOUR, THE M516N 5NOW/ POOP LW, I-OA7 + SPS. - sc :wav 2af I� 111E STP; 15F•!H, PF56H PGR CIFAMPION PATIO POOM5 HA5 CEEN FPffOkWL) IN ACCOVANCE WITH THE TABI-E 3: UPLIFT OA25 ON CEN0 COLUMN (POUND5) PMfL COLUMN 5PAN 5PACIN6 (PT) (INTI 1 LMND ZONE � 2 3 4 10' 60" 596 736 890 1060 E01ilON5Ch ASCE 7, 2005-FND20h0 AI-UMINI;M Y2ESIGV MANUAL, 2005, 2012- FND2015 NW25PCR WOOF 78" 776 959 1160 1380 89" 897 1107 1340 1595 96" _ 3. MF 5NOW LOAD fAB1-E5 PRE%NITEO IN TH15 PACKAGE ARE FGR UNIFORM PGCE 5N OW L0V5. CONNPeIZATICN ? K a SNN.I. BE GIVEN f0 SITE. SPECIFIC CONOFUONS 51KN AS `U.IDINIG, DR1FiINIG CR UNW3A-R 0 5N10W LOADS. 12' 60" 652 805 974 1159 (J ; 78" 850 1050 1269 1510 7. CHAMPION PAHO ENCLO5UM5 CAN 6E CONSTRUCTED ON fIMMV FRAMED OFCK5 PROVIRIP THE GYCK ANO U5 89" 981 121 1465 1743 8. THE DOOR ANO WNDOW UNITS U5ED IN THE CHAMPION FAQ DOOM 5115lEM, 5M912 D1' ENCLO5-F.i 5UMIER5 96" 1047 1292 ---- H, 60" 709 874 1058 1259 9. 4F 5JNROOM MEET5 hf DESIGN MQUREMENf5 POP CATEGORY III ANO CATEGORY IV 5 WOM5 A5 GFFINY'% 78" 923 :139 1379 0640 MEE7 *m MQUI DY 4f LOYN- ENEPGN CODE 89" 1066 1316 1592 1895 WNDOW ANO DOOR U-VALLE - 030 DM/ PP -HR -'f 96" 1138 1404 ---- .--- I6' 60" 768 948 1147 13614 33/4" THICK 5ANKWCH PANEL R-VALLF�17 FRPT'"°P/Dill 28" 1000 1235 1494 1778 MAfERI{J-sZ 89" 1155 1.425 1726 2054 1 ALL POOiINaS `XJJ-L L'EAR ON LEVEL( IMMIN 1:12) LINV715IlKxO SOIL OR /J'FROVEO ENGP,EERING PLL WIM hN 96" 1233 1522 ---- --.- 18' CO" 826 1020 1234 1469 CONCKfE 18" 1077 1330 1609 1914 - CGNCPfTP PGR DLL01N65. 89" 1244 1536 1856 2211 TO fFf EXTEPOR ENVIROMeW AW -L HAVE AN ENTRNNEO AIR CGNfCNIf OF DEAWFN 4.5%TO 7.0%. 96" 027 1639 ---- --- 20' 60" 864 1092 1321 1572 ENOAS'. g 9XPI-FR5 LLC. 51ANW7AM PDGF `/M SUNS CON51515 GF 0.024" THICK W-UMINUM 5 fFfHING 78" 1153 1,123 1721 2049 I DATE: _. 1332 1644 1989 2367 PME5 TO DOM THE 5TMI?ARO ANO O5O ROOF PANELS. 1421 1754 -_- _-. sc :wav 2af I� 111E STP; 15F•!H, PF56H PGR CIFAMPION PATIO POOM5 HA5 CEEN FPffOkWL) IN ACCOVANCE WITH THE 2EOUIREMENiSYF 2009,7012,2018 AMP 20181I?C COGE5, 2019IT9aNTIA. COX OF CHIC, 2015 NEW � )'OPK STATE 95IDENITIPL CODE, 2012 AND 2018 NalH CAniNA %11,12W COGS, 2018 50LTH CAPCLINA W FF51OENTA COPi, 9th FD OP THE MA55ALHU5Eif5 RE516FNN1- CGDE, 2019 SPE I5 FN056G2 ONE ANO TWO FAMILY DA%LING COOS ANO 1,11,10 G THE F01 -L OWiN6, PEPE.FeNEED 51ANOAW5. 2005 ANO 2010 J d H E01ilON5Ch ASCE 7, 2005-FND20h0 AI-UMINI;M Y2ESIGV MANUAL, 2005, 2012- FND2015 NW25PCR WOOF CL a $ AND AAYA/ NFEFJ N5A 2100 PX 5,NKOOM5. 010 2, THE5E PLANS COVER Mf M%IK OF THE PATIO ROOM AND If'5 CONNECTION fO THE FXI5TlNO-5TRLCM. THE U) - n 5WILRN- AOEOWrCY 0E-fVE EXISTING 5TR1.L`il-I TO SIN'GRFiHEfRAN`EDt0AG515 CE1'GNp7 THEGpE W i R '.h THIS i'lLKhk NJp `�110J-b Ei �iR1FIEb 61'OIHERS._ p; z 1°, _ 3. MF 5NOW LOAD fAB1-E5 PRE%NITEO IN TH15 PACKAGE ARE FGR UNIFORM PGCE 5N OW L0V5. CONNPeIZATICN ? K a SNN.I. BE GIVEN f0 SITE. SPECIFIC CONOFUONS 51KN AS `U.IDINIG, DR1FiINIG CR UNW3A-R 0 5N10W LOADS. N v 4. DASIC WINO SFFFDSAP; 3-kLCNG GU51 AT"33 Pf PDOUF iHf GROINJD INEXPOSII'�"C. _ -. -_ .. - - - - 0 a 'o 5. SEISMIC OE516N PGR FOOM5 CON5TPJCTED IN 5EISMIC DE5fN CATF60RIF5 D2 WITH UNIFORM MOP 5NON (J ; LOAD5 LP TO 30`51 HA5 MeN CONSIGEKLD IN fH15 FACKAGE. A SITE 5FECIFE 5rI5ME EVPLIATION 15 MQUIIT'D PGR ENICLO5URE5 IN 52C O OP HIG£R WM PE516N ROOF SNIGMI LOA05IN EXCF55 CP 30 P51' Z H UJ 6. THE PATIO PCOM PRO.fCfICN WALL It A MAXIMUM OF I I TIMF5 THE PATIO ROOM WvTH. Z < n 7. CHAMPION PAHO ENCLO5UM5 CAN 6E CONSTRUCTED ON fIMMV FRAMED OFCK5 PROVIRIP THE GYCK ANO U5 0 i - U POOfINGS WAVE DEEP ENGINEE�O f0 5<FECf LlRRf MF ENCLOS..Ri'S PNO THE DECK'S DESIGN LOADS. 2 � � d 8. THE DOOR ANO WNDOW UNITS U5ED IN THE CHAMPION FAQ DOOM 5115lEM, 5M912 D1' ENCLO5-F.i 5UMIER5 H LLL, ARE ahaPWTH FU I,Y MF IN51A� 0 aA56CONPLRMIH6 fOVf FeGLIMMEW50'AN51 Z97. ANO CP5CI6 CFR 1201 CATEGOKA' I I. IN bMND DGRNE DEDPIS REGIONS G.AZEG GILNII S SFVLL CE FROfELTEO IN _ ACCORDANCE WV THE MOUIREMENIfS Of THf GOWMINIG CAPE, 9. 4F 5JNROOM MEET5 hf DESIGN MQUREMENf5 POP CATEGORY III ANO CATEGORY IV 5 WOM5 A5 GFFINY'% IN AMM/ NPEA/ N51,2100. FOR 5P AS A CAfEGOPY IV DOOM THE MKE51RAfION fHERMJJ- MoraPM5 M-.." MEE7 *m MQUI DY 4f LOYN- ENEPGN CODE 10. THERMAL FPOPFRUE5 WNDOW ANO DOOR U-VALLE - 030 DM/ PP -HR -'f 0 IMNDOW'%a - 0.25 POOR SNGC - 0.28 C T F 6" o y O 33/4" THICK 5ANKWCH PANEL R-VALLF�17 FRPT'"°P/Dill Q y C 6 � MAfERI{J-sZ 0 a SOILS a r N 1 ALL POOiINaS `XJJ-L L'EAR ON LEVEL( IMMIN 1:12) LINV715IlKxO SOIL OR /J'FROVEO ENGP,EERING PLL WIM hN 3 •" W J FLLOWHDI;E X111, DfN?ING CW'ACIP GF 1000 ASF, POOfING5SV7-L FXTENW7 GELGW 1HE FPGSi LINE GF THF 0 3 C3 LGL`! -IP.' DLY NO1 LESS iWVJ 12' DE�OVJ GRADE 2 � F Z CONCKfE = a. W I. ALL LONLRFfe SHALL CGNFOPM f0 ALL ITOUIITMENf5 GF ACI 301 " 5PECIFICAfION5 FCR 5iPUC11PJtl- 0 N H - CGNCPfTP PGR DLL01N65. C 2. ALL CGkCff if 9VLL HAVE A MINIMUM COMPRE55NE 51MWfH OP 3,( 0 P51 Af 28 DAY5 ANO W tM EXFG5EG a 3 TO fFf EXTEPOR ENVIROMeW AW -L HAVE AN ENTRNNEO AIR CGNfCNIf OF DEAWFN 4.5%TO 7.0%. M m 3. ALL MINFOPCING 5TFEL SPALL CONFORM f0 /5fM A615 60 K51 DEFORMED W5AN7 ASTM A85 MF51. 5TRLCTIM ALUMINUM DATE: 7/18/19 I. ALL effl I0N5 SHELL It AL 6063-16 ALUMIMIM PROVIDED DY ENC1,05JM 5LFPLIER5 LLC. SCALE: NTS 2. ROOF PMM5 %KL DE 33/ 4" OR 6" MICK 51ANiI GR 056 SANDWICH PANeI,5 MANUFACTl1RE6 Dl' ENOAS'. g 9XPI-FR5 LLC. 51ANW7AM PDGF `/M SUNS CON51515 GF 0.024" THICK W-UMINUM 5 fFfHING Drawn by: MUG ( 3105 H374). 05e'r ROOF `ANPL5 SKINS CON51515 OF A 0.024" &UMINUM 5VTHINYn ANP � ' 05P CGMDINVP TOP %IIN5 ANG A 0.0.24" ALUMINUM 5ftTHIWI DOTTOM SKIN THE CORE FOR ALL PANEL55Wa M REV: I DATE: ASTM 0578 TYPE II EXPANDED PA.vSfvPENE. iFF PANEI.S'UiW.I. DE A MAXIMUM GF fHE PEET(3') 4MOF- AVO SIiPLL DE AGftED DE1MAiEN lI.6063-Tb -REAMS. iI±E ALLOW/,MF FNfL `,PAN Lief IN TH15 FXKAGE PME5 TO DOM THE 5TMI?ARO ANO O5O ROOF PANELS. MWHANICA- FA5TENER5 I. 5fF1 META'- 5CPeW5 (5M5) 5HVLL DE 5TNNU515TEFL W11H I)n AD xRFW TaAD5. -SHEET:SOF6 2. LAG XREW55HW-LD-GALVAN19r)59TL"FULL DCDIEO' 5CRLW5 HATH A MINIMUM MN0ING NELO 5,FeNGTH :JF 60,000151 POR �" DIAMETER FNO 40,000 FN PGR" {PJO CAPPER DIAMETER Life SCREWS kVLL I1AJE A MINIMUM EMMI9MFNf DrPM OF 8 X I-!Vw 5Ck%W DIAMFTPV 3. WOAD 5„'PFW5 U -IN -L HAVE A MINIMUM of MAKG YW? 51RENGM OF 80,000151 }o$$py 4. LL358 LEDGER LOKa �i„'RE1V5 31' PiSfENNlSiER FND 544.1, WJE A MINIM„M BENDING STRENIGTH Gf 183,000 99,K, `� WgSHI,W, COQ P9 AW WVF A MINIMUM EMMO RMf A' 2' INTO THE MAIN WOOD SU'FGRUNG MEM F,� 5. ANCHOP DOL151 CGNCI�TE 9t&I M J"0 X 2-1 / 2" WFOGE-D01-f+ ANCHORS Dl' FOlhERS II b. PSN ANCH'OP5 STALL DE ZMVC NNLIN ANCHOR5 MANLFACfaP DY POWERS F!v`9KEPS, DREWSTERS, , ' Z EOJIVALENf c' 7. IA51ENM IN CONTACT WITH FKL55„RE TREATED LUM3ER Si'LL M 5TAALE55 STEEL OR SULL DE 1161 O GALVANIZED FEP ASTM /J53. NOf DIPPED CONNECTOR PPOIPI)'f51N CONfl , IMM FR25X1hc fF.iATEO I. , 7 / '1/%-Z/%" TABLE 6A: MOUIM19 gPGE BEAM WE"APPLEP AXIAL GPAVIIY LOAY25 ON RIDGE LI ll LOPDS ON I P05T IPI.IGf LOA195 ON RPC& P05T 1,05T FOR 10' PRO.ECTION ROOM GOR 10' PRO,ECTION ROOM ROM WIDTH ROOF LIVE/ S'N.9WLO/V'r5`) VOKV ZONE* - (Ff 20 25 30 35 40 50 60 10 1 2 3 4 14 2-2X8 2-2X8 2-7X8 2.2'(10 2.2XIO 2-2912 2 - -- '.0" LUL 1105 -1365 _1651 _1965 19 9664 1176# 1386# 1596# 1806# 2226 6# 16 2.20 2.20 22X10 2.2X10 2.240 2.2X12 IG' - LVI" "1189 -1498 _1777 -2114 20 1104# 1390 1584# 1824# 2064# 2544# !,G2-- " 04# Ig 22X8 22X10 2.2X10 24X102-242 22X12 10" 1 'h s -1280 _1581 -1913 2276 1766 A 1242# 1512# 1782# 2052# 2322# 2862# 390 ` 2070# 2520# 2970# 3420# 3870# 9770# 20 2-2X8 24X10 22X10 2_ZXI2 22X12 10" 1.`A 10^75 -1698 4059 2445 " 30 1380# 1680# 1980#.2280# 2580# 3180= 375(- - 2300#2800 3300#3800#4300#5300# 24 2-2111) 2"2X10 22X12 2.2X12 10" LVL 10" LVL I0" E - "1560 -1925 2330 2186 2699 1656# 2016# 2376# 2736# 3096# 3816# 4536+° 2760# 3360# 3460# 9560# 5160# 28 24X10 22X12 2.2X12 10" LVL 10" L A" 10" LVL -_" "__ _1738 2196 2596 ... 29 1932# 2352# 2772# 3192# 3612# 4952# 3220# 3920# 4620# 5320# � 2"2X12 2'2%12 10" Vh 10" .VI. 10'....A -.. ... ... --- --- 5 _ 5 2070# 2520# 2970# 3920# 3870# 3450#`1200# 9450# 5700# ME 6C: R al.110 D RIDGE BEAM ANP AMU AXIAL GRAVtrY LOAP5 ON MOLE UPLIFT LOAI25 ON RIDGE PO5i IPI.IGf LOA195 ON RPC& P05T P05f FOR Al1PROXCTION ROOM FOR 14' PROXCf10N ROOM ROOM VMH ROOF LK / SNOW LOAD (P50 1MN9 ZOKL` CFD 20 25 30 35 90 50 60 70 1 2 3r 1, 2-2X10 24X12 24X12 10" 1,V: 10" L 10" LVL 12" LVL 12" LV- .1309 -1616 -1955 20 25 30 35 90 50 60 1 ?0 12884 1568# 1898# 21284 2406# 29684 3528# 90884 Ib 2.2X12 22X12 10" LVL 10" LVL 10" LVL 12" LVL 12" I1 12" L'A. -1922 -1755 -2129 19 1472# 1792# 2112# 2932# 2752# 3392# 9032# 4672# 15 2"2X12 10" LVL 10" LVL 10" LVL IT' LVL 12" LVL 12" LVL 12" 1,'n .1532 1892 2289 Ib 1656# 2016# 2376# 2736# 3096# 3816# *%# 5256# 20 22X12 10" LVL 10" LVL 10" LVL 12" LVL 12' LVL LVL "1640 4025 2950 12" ." 1890# 2290# 2640# 3040# 3440# 9290# 040# 5890# 1840# 22-10-.2640#.3040# 3990# 9290# 090# 79 IC" LVL 10" LVL 12" LVL 12" LVL 12" LVL 12" LVL 5 2 1766 A 2208# 2688# 3168# 3648# 41284 5098# 2070# 2520# 2970# 3420# 3870# 9770# 10" LVL 10" LVL 12" LVL 12" LVL 12" LVL -2090 -2581 ".. " "-�' 2576# 3136# 3696# 9256# 9816# 30 10" LVL 12" LVL 17 LVL 12" LVL 12" LVL 2217 2300#2800 3300#3800#4300#5300# 2760# 3360# 3960 # 9560# 5160# fVLE 6E: I RIPCE BEAM MIP APN"ED AML GRAVI IY LOAD5 ON RIDGE IPI.IGf LOA195 ON RPC& P05T PON GOR 12' PROXCTION ROOM FOR 12' GROXCfION ROOM P05T FOR 18' FR0,11 J ROOM FOR 18' PRO.IECfION ROOM ROOM mm POOP LIVE / SNOW LOAD (P5F) WIND ZONE* (FT) 20 25 30 35 90 50 60 1 ?0 1 2 3 4 16 24X10 2.240 2-2X12 2.242 10" LVL 10" LVL 10" LVL 10" LVL "1305 -1611 -1949 -2320 19 1288# 1568# 1848# 2128# 2908# 2968# 3528# 4088# 18 2-2Xi0 2.2X12 2.2X12 10" LVL 10" LVL 10" LVL 10" LVL 12" LVL _1403 -1739 -2104 -2504 Ib 10" LVL 12" LVL 12" LVL 12" LVL 19" LVL 14" LVL 14" LVL 14" LVL 20 2440 2"2X12 2-2X12 10" LVL 10" I"M 167 -VL 12" IA- 12 PA - "1510 "1865 2256 --- 1890# 2290# 2640# 3040# 3440# 9290# 040# 5890# 1610# 1960# 2310# 2660# 3010# 3710# 9410# 5110# 18 12" LA- 12" LVL 12" LVL 14" LVL 19" WL 14" LVI- 1766 A 1932# 2552-12712- 3192# 3612# 4452# 5 292# 2070# 2520# 2970# 3420# 3870# 9770# " LVL 10" LVL 10" LVL 10" LVL 12" LVA ZO 12" LVL 12" LVL 12" LVL 14" LVL 14" LVL 14" LVI- 5 "1,V 10" 1,/. 10" 1,VL 12" LVL-- --- -""0# 2 6 2477 194 2300#2800 3300#3800#4300#5300# 3465# 3990# 4515# 24 12" LVL 14" LVL 14" LVL 19" LVL 14" LVL 2186 2699 X989# 3029# 3569# 910<r# 4694# 2760# 3360# 3460# 9560# 5160# 28 � 12" LVL 14" LVL 19" LVL 14" 1,M. 29 2898# 3528# 4158# 9788# 5418# 3220# 3920# 4620# 5320# � IZ" LVL 12" LVL 14" LVL 14" LVL 14" LVL ".. 12" I -+A" 14"IA. l4" LVL 3105# 3780# 9955# 5130# 5805# 3450#`1200# 9450# 5700# MOLE 613: WOUIMP MII BEAM MG APPLIED MAL GRAVIIY L0AV5 ON RIDGE IYLIFf LOAV5 ON 1Wa rO5r LWL LOA05 ON RIDGE P05f PON GOR 12' PROXCTION ROOM FOR 12' GROXCfION ROOM ROOM WPM Poor LW SNOW LOW (P5F) VANP ZONF- (FT) 20 25 30 35 40 50 60 70 1 2 3 �: '4 2-2X8 2"2X10 22X10 22X12 2-242 10" LVL 10" LUL 10" LVL "1202 _1484 _1796 2137 60 70 1 2 5 4 11274 13724 1617++ 1862# 2107# 2597# 3087# 35774 16 24X10 2.240 2-2X12 2.242 10" LVL 10" LVL 10" LVL 10" LVL "1305 -1611 -1949 -2320 19 1288# 1568# 1848# 2128# 2908# 2968# 3528# 4088# 18 2-2Xi0 2.2X12 2.2X12 10" LVL 10" LVL 10" LVL 10" LVL 12" LVL _1403 -1739 -2104 -2504 - - - ' LVI. 12" LVL 12" 1,412" UA. 1999# 1769# 2079# 2394# 2709# 3339# 3969 4599# 20 2440 2"2X12 2-2X12 10" LVL 10" I"M 167 -VL 12" IA- 12 PA - "1510 "1865 2256 --- _1536 1699 2292 5256# -" 1610# 1960# 2310# 2660# 3010# 3710# 9410# 5110# 24 Z_ZYJ2 2-ZYJ2 10" LVL 10" LVL 10" LVL 12" LVL 12" LVL - - .7 03 21 2551 -" _ — 2 '13 1932# 2552-12712- 3192# 3612# 4452# 5 292# %30#3630# 9180# A730# " LVL 10" LVL 10" LVL 10" LVL 12" LVA 28 44# 3234# 3724# 4214# 5194# """ ""' _1898 2343 -- -- PER 11 "1,V 10" 1,/. 10" 1,VL 12" LVL-- --- -""0# 2 6 2477 194 3465# 3990# 4515# TABLE 61?: MQUIRW RIDGE BEAM AND AfW A" GRAVUY LOA05 ON MIZE P05f LKIFf LOAD5 ON RRJSE PO5f LWL LOA05 ON RIDGE P05f EOR I6' PROXCfION ROOM FOR 16, PRO.ECTION ROOM f0om VAPM ROOF LIVE/ SNOWLOA0(P5F) WIND Z0111F. FD 20 25 30 35 90 50 60 70 1 2 5 4 1 2 3 4 .- .� LVL 10" 1 12" LVL 12" LVL I: " LA- 14" I-vL 19 -T,9# 2079# 2394# 2709++ rau 95994 " 191 " - - - ' LVI. 12" LVL 12" 1,412" UA. -' - h 14" O/L I6 i16# 2376# 2736# 3036*-'� _1536 1699 2292 5256# -" 18 12" LVL 12 1 1 V A, ... -II -2039 -2467 -_ _ — 2 '13 ,/# 2268# 2673# %30#3630# 9180# A730# ZO 12'' _1765 -2174 ... ... PER 11 .=20# 2970# 3' - >870# 4770# 29 -' LVL 12" LVL 12 _ 19" LVL __ _ _" 2 2012 -989 -- "2687 X989# 3029# 3569# 910<r# 4694# 3592# 9312# 5082# 28 12" LVL 12" LVL 12" LVL 14" LVL 19" LVL _ _ -2289 .._ """ --- 2898# 3528# 4158# 9788# 5418# 3795# 4620# � IZ" LVL 12" LVL 14" LVL 14" LVL 14" LVL ".. .". ".. -2428 ... 3105# 3780# 9955# 5130# 5805# ME 6P: MGUIREP RIDGE REAM ANP APP1,EP AYA GRAVlfY L0N25 ON RW2 LWL LOA05 ON RIDGE P05f VOW ZONE. P05T FOR 20' PROXCTION ROOM FOR 20' FRO.ECfm ROOM P M wm POOP LIVE/ 5NOWLOAD(P5F) VVIKV ZONE* (P{) 20 25 30 35 90 50 60 70 1 2 3 4 (-6—)-# 10 3 EA (DEAFER VAN 20001,135 IPE) CONNECflI,6 II TG IB 12" LVL I9" LVL 14" LVL 14" LVI- 19" LVL I 'b 2277# 2772# 3267# 3762# 9257# 20 12" I. `1 I4" LVL 14" LVL 14" LVL 14" LVL _ — 2 '13 PaPLAfE %30#3630# 9180# A730# (8)-#100/4`5M5(9 ..I,,r H. 19"1,VI. PER 11 24 2361 28 -__ -- --- --" _. "2687 3592# 9312# 5082# 14" LVL 14" IA, �10 3795# 4620# "-- 3" MR, . 3" MJti 9 BASETrACK AT R'12CE 1'05f 'ONNECIEP fO ME POWAf10N MPH X 2-1/2" hEI)6F-801-f+®ANCHOP5 FGR AAD5 IP f0 2'$6 LB5*. ` W rAq.E56A"6F 5HEr5-6 FOEW6 r'5r LFIII —CENTER MLLLIGN PER 17 - ru FEIGNf 2X4 5fI.V FOR 2AVITY LOA195 LET 20001,65. PROVIDE (2) / 2X9 FOR GRAVITY 1.OAD5 GREATER THAN 200005. REFER TO fA tE5 7 -77F 5FEET 5"6 FOR AYI& GEAVlfY LORI ON PIPCE PO5f e13ASMAiE Af RIDGE F05f fO CONCKEIE EOUNVA-110N S6 TABLE 1: ALLOWAU AXIAL GRAVUY LOAD ON RIDGE 1`05f PER 7(P P) MPGE 1`05f PER 17 W IH I "2X4 VOW ZONE. 12 IN5ER FOR AXIAL LOIV5 LE TO q 13' 2000-85 AND 2/ 2X4 woo —,37— I 9800# IN5EPP5 POR AXI/J" L0N25 (-6—)-# 10 3 EA (DEAFER VAN 20001,135 IPE) CONNECflI,6 II TG IGGE E051 FOR LI'I-IGT LOF � fO 1776 LBS* OR PaPLAfE (8)-#100/4`5M5(9 PER 11 51PE) CONNECTING PA5E TG P05f 5'"EEVE POR LIPLIPT LG : r LIP fO 2386 051 P1MEN510�/d. - �e races bn.bF 5fe1s� Far, LUMBER (ETI: \LIFLIfTL Hvx Ecsrino-ncnos FRAMII"u b-lff MEMBERS. SPECIPI_ #(6)_1,1,3581,EPGER LOK 5CR W5 02 GRAVITY Of WOOF (8) # 12 X 3" WOOP 5CREVV5 FRAMING SHALL BE CONNECTING 9k BI -0 1 -PECK: A MINIMllM OF 0.430 +: 5EE rAMV56A"6F seer S6 F02Ey[f ro5r ILR I PDS efiAWLAT 6 Ar 0196E P05f fO V7 CK rom)A110N TABLE 1: ALLOWAU AXIAL GRAVUY LOAD ON RIDGE 1`05f PER 7(P P) MAXIMUM C0 I1MN Hrialf VOW ZONE. 12 3 q 13' 5800# 5300# 5100# I 9800# * EE'Ee f01N,LE A YEE`5 i(Jk tNJ L'Jtf GE`XNF9L1v * �r4: f01lu'LES 6P.- 6r StEf SE fC: A•(NI-u°J.,11Y A/CS av ova ro5r NODES ON TADLE5 6A -6P NOTES ON WI 6A "6F (CONTD) N095 ON 901 6A -6F ( CONTP) I. LIPPER WRY IN EACH CELL TFRE5ENf5 RIDGE BEAM 5!ZE, 5• LV1,s SHALL BE Z PIECES OF 1.75"X 9E MICR01-LAM BY ILEVE1, iP ..01ST 8. fWF5 INC M ak PEAR LOAD OF flk 5fMVARYJ POOP PANEL, FOP 05P ROOF 2. LOVVEP VCR IN EACH CELL TPRi5ENT5 GRAVITY LOAF ON IW BEAM 5LEPORf5. 6. 10" ANP 12" LVL VEPIT5ENT5 AN AUUN" LVL PEPM 01 9.25," ANP 11.25' PANELS WITH A5MT 5!9NC#"E5, Ilk IKPUP P00P 40AV POP THIm CHAP{5 5H&L 3. NEGATIVE VALLE5 PEPRE5EI IFLIFf LOW ON II BEAM 9YPORF5 w5rE wi y.. EQUAL VE DESIGN 5NOW/ POOF WE LOA17 + SPSF. 4. 2-20, 2-2X10 & 22X12 SHALL BE 5OUTFEPN PINE NO. 16M PIMENSIONAL LUMBER Z 19" LVL WIZ5 fO 14" ACM PEPM OF 1 9. fO f& LOAD PEGELCZIN - L/ 240 0 0 C C J 0d Q79 A C N W a a o a a 2 c m O 2 17 F H � W o °fi Z = a a 3 w U) = A O U) J sa m a3 f V io DATE: 2113119 SCALE: NTS Drawn by: MJG \ SHEET: 6OF6 ��J