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HomeMy WebLinkAboutBUILDING SITE PLANSi lN`r1=Qtnr� FTG n:r I I it 3-"5 4ONT• �\ -- yy I 5Ox50 it �-- ' i TYPICAL \VAi� P00TING _.._ ! i5CALE. I E i � Q"LOaC �LJlf`? OV�1� CO/APACTEL )=:L� TO Ct j GAIL PMYFTUELE}41c YAPM! PJi OIZIEZ TOXIC 7FEAT 2QIL ►I I EOxS"p x 2O OL FTG 8 -+►4 x 4-" EAY — — — — _ — (TYPICAL) -- _ I I r � O U N DM 10N PLA\Q - WA. 2E 10US E �02 JQM N N 1 XOM CON�T• C 5T. LUC,'IE_G � P 1 fi p� I -- SCANNED BY St Lucie County KENCIALL P. STQ�VMT , A2COITECT a b c d e f g h k m n 4 s, t u w z as ab ac ad ae - of ag ah ak am an ap as at au aw az ba bb be bd be bf bg bk bm bn by bs bt bu bw bz REVISIONS CFI IG f�A' M I 31 2 (TYP) 31 _ 2 (TYP) ANCHOR BOLT SETTING PLAN I I I I I I I I I I I I I I go 4` in BY DATE NOTES 1. FOUNDATION MUST BE SQUARE AND LEVEL. 2. ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCATION AND PROJECTION. 3. PROJECTION SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE. DRN 13Y DATE LK 10-15-87 �S�n � �n��nn n(Zn�j-a M UVI�JIrUULJV OKLAHOMA GEORGIA IOWA CALIf n n(�Oj�D� �®e UR N PENNSYLVANIA ORNIA PER RE I I.p.S(AI CS CHKBY DATE a '' 5 J?+ ' )RH Cfp 0� 4roN 44X44 ST. LUCIE CfFl.NTY BUIL.)ENG FOR Uy REVIEMWBY __ .FdS t'� 6'�d7w;3PT MUST BE KEPT ON .DOS 0l9 NO INSPECTK3N WILL OE I* Inferior Finish Flame Spread Rating Exit Ways Class .. c ...Mi Other Areas Class .�.... ST. LUCIE COUNTY —FT. PIERCE FIRE PREVENTIOM BUREAU REVIEWED BY _LT. R K (LUG) TOMLINSON FOR CODE COMPLIANCE PN9N_: 455.5655 DATE: iz ' x - 1 SUBJECT TO: 1. ST. LUCIE CO. -FT. PIERCE FIRE PREVENTION CODE 2. N.F.P A. LIFE SAFETY CODE-101 3. STATE FIRE MARSHAL'S R & R r' V .0 MJ V BASE DETAIL 5tC I ION ' 3" 5/80 ANCHOR BOLTS SECT I ON "C" •(0.5/80 ANCHOR BOLTS nv 10 h V BASE DETAIL SECTION "D" 5/80 ANCHOR BOLTS 21 31 N BASE DETAIL SECTION "N" 1120 ANCHOR BOLTS CENTURY STEEL BUILDING NIXON CONSTRUCTION CO. Hu `��\N"S FORT PIERCE, FL 87-2723 F1/L ' r r o IV, 0 e 1 SOUTH ELEVATION I k/�,Oe rj' e,ke-d rL"e pI/4^)S [ Iti 2U• 4 of 4. %u /Z,e bes#_off- ,"T- 16T 4 ),e,l 4U Foot) r„i+E> _t e (VAN IV r°d yP 4Le) r�N Aod J54N F N/XN CONST RUC T 1 ON CO. I j -I2-s7 WAREPOU`E PA v E AT / AI rrPORT INDUSTRIAL ;Jr:rwn by I nt4 _ J P N__._.__. PA Rlf M III III 2 4 I ,I' _252" SECOND FLOOR PLAN ()OR 12x14 O.H. DOOR 3 0 H 1; Isi STORAGE 23 .CL �D OFFICE (A s ub pane A ab S zal ,3- o 2 -0 -ho ur fire docr-0 j4 cb Ve C) (0 Id 0) hGndicopped rest room N, 3 -0 I -tic ur : L wo// floor to root ------ PRE-ENGINEERED STEEL BUILDING --------------di - stri.blut ion pGnel, metOr .012 A- illuminated exit sign FIRST FLOOR PLAN s- fire extinguisher g]- emergency liyhfing scale 1/4=1 :1 A 3-0 I I , (D FUTURE OFFICE (unfinished) X6 PAPTI TIONS 1--B Y B Ul L DER 2 3 23 2 5' 2"__ JOHN E NIXON CONSTRUCTION CO.4 11-12-S7 WAREHOUSE AT I PAGE --- AIRPORT INDUSTRIAL 2 r�j wn b y jpN PA ?K f 4 e • `2cu meter c u, or r225250 MCM al. 3 amp �3 c u. phase ma i n or'. �I al• ircuit Iocut ro.n1-2 volts wrre�mps� �_ sub panel A �240 3 ;100 a/c ronden�scr_ 240l_0 30: 3 -4 _ _ , 5-6 - ---- wel derv__ 240 i 6 50 -7-8 wet der i 240 II;*6 ,50. _.--}-- -- -tom — 9-10 water um 240 } !0 30 ll_ _ recf'staeles �-I20 12;?.0 l2 - receptacles �20 "l2'20� 13 _ -- i _� h t_i n _�_-- ! 2 0 "l 2 i 2 U ; — -- __ 2 - 14 _outdoor lihtr ng_ 12012 /5 outdoor recet3cIes 120 l� .20 6tc42 1 e xtro — circuit location_ vo_I_tswT22 240 � -__._. -j-2 a/c airhandler---- — _-- 240 R 30 _ water heater "-,- ttl 5 I i ghtr ng — i ghti ng _ _ ___._ 1.20 12C7receptacles le0. receptacles 120 12 j_ 0 _ 9-12 _ extra MAIN 'DISTRIBUT ION PANEL ELECTRICAL RISER 3" V T. R. framing fcr f ut ure stairs PL UM'BI NG RISER 2X12 joi sts 19 nr SUB PANEL A I SECOND FLOOR FRAMING scat e 1/4"= I' to septic -approved engineered 2X4 floor trusses-` 24" oc \ I hour fire wall, 2X6 studs 24"c.c, with 5/8"type X gypsum board both si des floor to roof -� pre -engi neered- _ steel building- __.. 2" f ibO rgl ass butt in u'loticn wi th va poi barrier 2 0' I t - 3/4" T.and G. ply wood on _ oved, engi nee red 2X4 floor trusses 4 0, c, I' s us pended' -..jl grid ceiling I� i/ e` - � I U � 2" 9yPsum board on 2X6 studs 24 uc. R-19 fiberglass it insulation II r 4"monolithic slab with 6X6 10-10 w.wm_ storage I 0ftiC0 _I.__-:--- _ on polyethylene -` - --- - i vapor barrier 1 /%' ` .•. _ • compacted soil • V • A/ j .� J oisoned for -20'torrnr tes 3 no. 5 bars c o n t i nuous FI RE WA I_ S/ tE WALL ,� ��� � FRCNT WALL SCALE 1/2"=1' �� ,( Epp / °V, J O HN F NIXON r , C C N S T R U.0 T I ON C 0. 11-12-87 WAREHOUSE AT PAGE AIRPORT INDUSTRIAL ° drawn by PARK of 4 JPN 0 - 8" horizontal aluminum siding on insulating structUral sheathing I I 22 9 df I rt- existing live coh trees go, ----- MCM I TO, A, 7- 4 gross Q.-: Ln c\j 1Q, U') gross an monitoring meter we/ 7 p p d rk i n II uf rL7 i n - Of I ce T- LOT 15 BLOCK 6 AIRPORT / NDUSTRIAL PARK 11 Al I 'r n Al C Septic k grGES T) 1p 72 & ovv) 17 A e )72 scale 3/32"=// JOHN E NIXON CONS TR UC T l ON CO, 1-/2-8 7 WAREHOUSE AT PAGE Alpr--)OPT INDUSTPIAL ri wn by PA PK f 4 JPN 3 _ _ _ _ .. „► h� hh be bd be bf ba bh bk bm bn by bs bt bu bw bz A B C D E C F J H l P I I .4 f ., h U m n In S t u W z as ab ac ad ae of aq ah ak am an ap as at au aw az ba bb be bd be bf bg bh bk bm bn by bs bt bu bw bz L i i ,o I L C nA- nn�) 04- 401 04- 404 04- 404 12'-0 24'-0 An ELEVATION "A" nd- Ant nd- An2 V4- 4V4 1 - 12 - I Q � Q n N N N 77- 6.2 77- <TYP U N.> (TYP U..N.) (TYP U..N.> (TYP U.N.) .e 17 Pnl-n REVISIONS BY I DATE I NOTES ELEVATION "C" DRN. BY DATE DB 15-OCT-1987 CHK BY DATE T 2: 3 1' a+; i Bela STANK MA/'1NU A/'YCTUIRMO V G 00o OKLAHOMA • GEORGIA • PENNSYLVANIA IOWA • CALIFORNIA Io•a1o'rI CENTURY STEEL BUILDING (FL) A. (PL) NIXON CONSTRUCTION CO. BuiL�1 roc: FORT PIERCE, FLORIDA 87-2723 0496 At- - @ 3 -'0 Z' -B,�lSE ,41/CLE 08-Lb2 f/ELO CUT (S/GZ�W4LL� iim BASE 0AXA10Z @ 3LoO'C• O COLUM�c! i -gil�fiiJ/� L3UG.r BASE A,UGLE OB -�Z F/ELD CL/T (D?OP OFFS B4SE AGC,LE Lg CORAIEJ W /FL U514 BASE L7NCN02 • QRTS E�c!/D WAG L G BF7SE lJ.fICNO,E @ 3'oo•c -zWSE AvalL 06-00Z F/ELD CUT (S/�W'QL� O - - COLUMrC/ B� C 4,t/C1_o(0,2 BOLT BOSE O uGL E OB -002 FIELD CL/T e-'-waW-4Z4) B,4SE ,aAXA(0e G? 3=0o•c. CORNER BASE DETAIL WI EX7 ERIOR MMODU�t/iED GIRT.S., 0 08 -Ooz 96WRI_L) COL!/A-111 /—A,UC/NO2 6: 5 7/_7S -,B�7SE t7.!/CaCE 06-GY�2 F/ELO G'�/T @ CavMu CAIDWALL COL UM M DETAIL- B4OS& flNCU[.0 ciuv . F/ELO Cur � JAMB 5L7SE O&CLJLle @ 3'O O•C. N BASE A,(/GGE OB-GbZ F/ELD CUT (E�/O!N%�LL L4 E3ASE A.f/6LE OB-�2 �/7,eOP OFFS U�/1JE�2 C�7Q,UE2 CDLUM,U BASE CLIP CORNER BASE DETA�1- W P05T BEAM 4EAIDyy�4LL NOTE: (If Power Driven Fasteners are Used) 3 Power driven fasteners may be used for the 2 attachment of base member to concrete in lieu of 1/2" 0 anchor bolts under the ,eASE 4AICN©PC following conditions: p o•C . BASE Ait/6LE _ 1. Fasteners are spaced a maximum of 3'-0 apart. ,; •• 2. Minimum 2500 psi concrete is used. ,.;. 3. Star base angle material is used. • •,QD °' 4. Concrete is not cracked and spalling does not occur at the fastener. 5. A HILTI NK-DX series fastener, or equal, penetrating a minimum of 1" into the CROSS SECTION concrete is installed. 6. Local codes do not exclude their use. nHOMER 2CITY, , OKLAHOMA ORGIA NSYLVANIA H U t L D i N G SWIA/6 Done JAMB �,5'ILL CNA,U.UEL BASE DETA/G C� _SW/ui� DOoe_ GENERAL NOTES 1. The base angle is an optional base condition that does not have to be "cast -in -place". 2. Base angle is supplied in 10'-0 lengths and all modifications, such as cutting at columns or openings, are to be handled in the field. 3. A concrete notch is optional with base angle. If optional notch is used, add 3" to StarManufacturing tofappropriatemanchor boltnal layout-)in9 length and width. NOTE: Base trim must be used, with or without a notch, to separal the panel from the concrete. PANEL GUARANTEE IS NOT VALID WHEN THE PANEL TOUCHES CONCRETE. 4. Base anchoring fasteners are not furnished by Star Manufacturing Company. M } \ J LES I czm 3-20-84 Daeo-ae e STA,eisv,E',E!Z BASE ANGLE INSTALLATION DETAILS e l 0.02.00 1 a b c d e f g h k rYp s t u w z as ab ac ad Qe of ag ah ak am an ap as at au aw az br-t bb be bd be bf bg bh bk bm bn by bs bt bu bw bz ' d A B C D E G H K L M I'd p R S T w X Z' G TYPE COLUM IIRG° LEFT SIDE OF ENDWALL LEFT CORNER LEFT SLOPE PEAK FTER COHHECTXOH R I GHT SIDE OF ENDWALL RIGHT SLOPE RIGHT CORNER A B C D E F G H I J 25-501 25-503 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-550 25-501 25-503 25-501 25-503 2:12 1:12 25-501 25-503 2.12 25-505 25-506 25-542 25-540 25-542 25-543 25-541 25-543 25-508 25-507 4.12 25-509 25-510 25-591 25-589 25-591 25-592 25-590 25-592 25-512 25-511 TYPE ® C HDNG° LL OOLMMIRG°af TER OON rN OTXOH LEFT SIDE OF ENDWALL R I GHT SIDE OF ENDWALL LEFT CORNER LEFT SLOPE PEAK RIGHT SLOPE RIGHT CORNER A B C D E F G H I J 2:12 25-501 25-501 25-521 25-522 25-521 25-522 25-521 25-522 25-501 25-501 1:12 25-503 25-503 25-528 25-530 25-528 25-529 25-531 25-529 25-503 25-503 2:12 25-505 25-506 25-532 25-534 25-532 25-533 25-535 25-533 25-508 25-507 4:12 25-509 25-510 25-581 25-583 25-581 25-582 25-584 25-582 25-512 25-511 F--D ON EAVE STRUT EAVE STRUT CLIPS END RAFTER - DETAIL AT EAVE STRUT ENDRAFTER ENDRAFTER CL 'W THIS CORD "J• OPP. CORN E—� I--F EAVE STRUT CLIP 2:12 05-028 1:12 05-028 2.12 05-028 4,12 05-036(THIS SIDE) 4.12 05-037(OPP. SIDE) REVERSE FASCIA CHANNEL CLIP 05-088 1:12 a 1:12 (THUS) 05-087 2:12 a 1:12 (REV.) 05-076 2:12 (THUS) 05-075 2,12 (REV.) 05-078 40 2 (THUS) 05-077 4,12 (REV.) .L.I,l \— CORNER COLUMN SINGLE SLOPE BUILDING HIGH SIDE CORNER DETAIL REVISIONS ADDED DETAILS GIRT CLIP 05-112 SHEETING CLIP 05-050 TYPICAL TYPE 1Q CONNECTION TYPICAL TYPE �2 CONNECTION -GIRT CLIP 05-039 (2) BASE CLIPS 05-082 TYPICAL AT CHANNEL COLUMNS 20 X 14 BOLTS END RAFTER 25-621 1:12 BOTH SIDES 1 25-621 1:12 BOTH SIDES 4. 25-623 20 2 LEFT SIDE t 25-624 2:12 RIGHT SIDE Z 25-627 4,12 LEFT SIDE (. 25-628 4;12 RIGHT SIDE (L SUSPENDED GIRT AT POST & BEAM ENDWALL TYPE 1E CONNECTION PURLI N GIRT CLIP 05-039 TYPICAL REINF. CHANNEL 1:12 25-301 1:12 25-303 2,12 25-305 4,12 25-307 NOTE ALL CONNECTIONS 20 X 14 BOLTS UNLESS NOTED -- - BY DATE NO 1 ES TWH_� care STfk �.MlI14MUlFfr"�lCTURONG Coo OKL.AHOMA GEOR&A PENNSYLVANIA -- r__1 r. r.. a it l-. -r i �w i 1 1.01.01 POST AND DEAN ENDWALL Hull wI �� II 9-22-85 a b c d e f g h k rfl n p s t u w z as ab ac ad 4e of ag ah ak am an ap as at au aw az ba bb be bd be bf bg bh bk bm bn bs bt bu bw bz e A B C D C E G H p J e K L M N p R S -T -W X s z v " r, OPEN HOLE PURLIN P� RAFTEP 4„ LAP 1-010 I.I. PURLIN RAFTER / 4°° LAP C FLANGE BRACE (SEE CROSS SECTION FOR QUANTITY, LOCATION AND PIECE MARKS) C 2'-d I AP t RAFTER 1 '-2 1 1 '-2 1'-18 1'-18 OPEN HOLE (TYP I CAL) PURLIN 00-0 RPy pJ�L x l HG°aRU O END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS ONE BAY FIRST INTERIOR FRAME LAP INTERIOR LAP INTERIOR LAP 4" 2'-4 4'-4 )i( 4" 2'-4 4'-4 4" 2'-4 3'-4 4'-4 77-521 77-518 77-514 77-533 77-521 77-518 77-514 77-521 77-521 77-520 77-518 77-518 77-618 77-621 77-618 77-614 77-633 77-621 77-618 77-614 77-621 77-621 77-620 77-618 77-721 77-718 77-714 77-733 77-721 77-718 77-714 77-721 77-721 77-720 77-718 77-718 77-821 77-818 77-814 77-833 77-821 77-818 77-814 77-821 77-821 77-820 77-818 77-818 77-921 77-921 77-920 77-918 77-918 77-921 /-918 77-914 77-933 77-921 77-918 77-914 Z4°-0 R)Ay puRLxH P0000 MG RIA' s END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS ONE INTERIOR LAP INTERIOR LAP BAY FIRST INTERIOR FRAME LAP E77-61 2'-4 3'-4 4'-4 4' 2'-4 4'-4 4" 2'-4 4'-4 77-514 77-512 77-511 77-511 77-514 77-511 77-509 77-510 77-514 77-511 77-509 77-614 77-612 77-611 77-611 77-614 77-611 7.7-609 77-610 77-614 77-611 77-609 77-714 77-714 77-712 77-711 77-711 77-714 77-711 77-709 77-710 77-714 77-711 77-709 77-814 r77-814t77-8 22 77-811 77-811 77-814 �77-811 77-809 77-810 77-814 77-811 77-809 77-914 1 77-914 1 77-912 1 77-911 1 77-911 1 77-914 1 77-911 77-909 77-910 77-914 77-911 77-909 0°�0 DAY PulnL xH p0CC�0 MORD IR END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS ONE BAY FIRST INTERIOR FRAME LAP INTERIOR LAP INTERIOR LAP 4" 2'-4 3'-4 4'-4 4" 2'-4 4'-4 4" 2'-4 4'-4 77-512 77-512 77-511 77-510 77-510 77-610 77-710 77-810 77-910 77-512 77-510 77-508 77--509 512 F77-61 77-510 77-508 77-612 77-612 77-611 77-670 77-612 77-610 77-608 77-6092 77-610 77-608 77-712 77-712 77-711 77-710 77-712 77-710 77-708 77-709 77-712 77-710 77-708 77-812 77-812 77-811 77-810 77-812 77-810 77-808 77-809 77-812 77-810 77-808 77-912 77-912 77-911 77-910 77-912 77-910 77-908 77-909 77-912 77-910 77-908 PURL I N RAFTER 7-4 LAGS' W FIELD NOTCH FLANGE BRACE AT BOLT IF REQU I RED FLANGE BRACE (SEE CROSS SECTION FOR QUANTITY, LOCATION AND PIECE MARKS) 2'-1 1 4 RAFTER I_ V-2 X-4 Lap L FIELD NOTCH FLANGE BRACE AT BOLT IF REQU I RED FLANGE BRACE (SEE CROSS SECTION FOR QUANTITY, LOCATION AND PIECE MARKS) PUR IN LA A�TB NT 8A PURLIN LA FIRST INTERIOR FRAME L/�P L�P LFIRST INTERIOR FRAME I II I AY IOR BAY * PURLIN LAYOUT NOTES 1. IN SOME CASES, RIGID FRAMES REQUIRE FLANGE BRACES ON ONE SIDE OF RAFTER ONLY. 2. ALL ERECTION BOLTS ARE 1 /2" 0 x 1 1 /4" BOLTS. 3. FOR THE NONSYMMETRICAL LAP, EITHER PURLIN MAY BE INSTALLED FIRST. �E 4'-4 LAP AT FIRST INTERIOR FRAME TO A 2'-4 LAP AT THE NEXT INTERIOR FRAME. REVISIONS By DATE NOTES DRN BY DATE REVISED FLANGE BRACE MT 1-25-87 GMC 8-4-85 DATE CHK BY IRST INTERIOR BAY * EAVE STRUT ROOF SLOPE 20' BAY 24' BAY 25' BAY 1/2:12 3 1:12 04-404 04-402 04-401 4:12 04-454 04-452 04-451 ROOF SLOPE 20' BAY 24' BAY 25' BAY 1 /2:1 2 & 1 :1 2 04-503 04-502 04-501 4:12 04-553 04-552 04-551 REVERSE Il WScxA ROOF SLOPE 20' BAY 24' BAY 25' BAY 1/2:12 a 1:12 04-508 04-507 04-506 4:12 04-558 04-557 04-556 STbkR UVY(n1UVUMICTUROLLVG Wo OKLAHOMA • GEORGIA • PENNSYLVANIA IOWA • CALIFORNIA t RAFTER 2'-1 6 OPEN HOLE (TYPICAL) 2'-1 1 PURLIN PURLIN / RAFTER / 4°=4 Lap 0 FLANGE BRACE (SEE CROSS SECTION FOR QUANTITY, LOCATION AND PIECE MARKS) ENDWALL STEEL LINE RAFTER I V-2 O PURLIN RAFTER FLANGE BRACE (SEE CROSS - SECTION FOR QUANTITY, LOCATION AND PIECE MARKS) ll U A 11 E-X V-E V OWALL ENDWALL STEEL LINE A. PURLS XH FRQMXHG 12.01.01 E3UIL'r\N S d C a e d s e S 1L)6w,lIL 4 G1P7- 3 OPeSU A10LE9 SI DEYVAL L GIRT _ 4 OPEu NaZEs �I FRIpR h E4 vE sTeuT EXTE)2/O12 _MOUAJ TED TY xal SIMPLE `max SRjOAl G/R'T LwP 5106WOLL C&t11VU gIvEW,4L 1 91,E'7— TYPICoL COAITIAJUOUS SPl4AI GIRT 47 2=4 LAP 7-YPIC44 C0AJ_r1A10005 SP441 GIRT AT 31.4 LAP OP6AI HOLES FL US1-H MOVAITED E'AVE STRUT DETA/LS / DE WAS l- G /2 T F,eAM/W 02 W E,C AT CO L V MW . /A/TE/e1 Q e F2� EX 7TEp /O p M O0AITE'D G /RT.9 REVISIONS / CH 6 G E,uowAL (;Ie7- /P ; L G/P 1L)4T10A/ GI LL -fC,O TG 77-CJ SiDE/ti S / DE WAL L G IR ' FRRAM/W AT CUL U�►�IA/ S/LC41'0z c.-a, /Z7 _C ORAl ER ✓TERIOR FLUS14 MOUA,ITE E.uokvoz/_ G /.er iP 71_1A/0QT10Aj eEp'0,) �7RAM/A/ ;e gmE IF he TS W/T9 E"DWAL L NOTES: 1. Refer to pages in the sidewall and endwall sheeting sections for construction details showing the attach- ment of the various wall panels. 2. Refer to pages I thru 4 ;or the various base conditions such as base tube or base angle, etc. 3. All secondary framing connections are made with 112" 0 x 1-1/4" bolts. 4. (FOR FLUSH MOUNTED GIRTS) If rod bracing is required slots must be field burned in girts. a CQ, AIER FR4M1AJC7 W/Ty PAST 4AID ,B E,ANI E AID W4 L L DRAWN CHECKED BY DATE C�/rl CS STAR MANUFA ISSUE DATE OKLAHOMA CITY , OKLAHOMA 3-20-84 CEDARTOWN , GEORGIA s A HOMER CITY, PENNSYLVANIA e u o I H o SINGLE SKIN WALL SYSTEM SIDEVIWALL FRAMING 11-3.02.01 DETAILS 11 i 11 FA ., a ur t LAP 54,_�REW/ ROOF 101NEL- ROOF S67gEW_ PURL /// _, ROOF PgNEL ,FT,4RSE.9L SEAL A/V'T STARSEAL SEALANT - PANEL LAIO - fNDLAP OETt4l L LAP `��� EA R � g H Mq�o LA P @ PEAK ARE bsloll ) q Ise p sev P�P�►���N 1 � sT REor DETAIL A Do not fasten endlap of — Panel "U un+d Panel "C" TYP��AG ALA CND�APS has been InS+alled under Panel" B" RDOF RANEG I; L_v. LAP SC/?EN SIDELAP DETAIL Q c To p EA k SEAL 55ALAA1T -STAR (Typ) Z.. r--PI67 -AI L (MUST L,3 LA CE)LL ENPZ�i�i �- 01 I � - 00WN1-1ILL EN FOUR —WAY LAP DETAIL sue. 'PU]. REVISIONS dY DATE 55ARSEAL �A SEA LA/VT *UNDERWRITERS' LA50RATORIE-9 CLASSIFIED 30 FOR WIND UPLIFT RESISTANCE ONLY TA P OKLAHOMA CITY , OKLAHOMA /1 CEDARTOWN , GEORGIA — sCA�pt�— HOMER C174, PENNSYLVANIA a •i''D N e C�AS T N LNG 19�� Ci �T Eryp SEW (Ex TEND TO PoinVr BEYOW E'AVE STRUT) -ROOF PANEL DE TAIL 8 S/OE-LAPCO EA!/E DRAWN P/V•Q. t FiKp :�0•-1.4J — DRAWING NO• r-EAVE STRUT a 19 PIG TlglL, DVRA-RIB ROOF PAAI EL STAROOF 3 0AI * PAGE NO COWS TiTUC TION 3 0 a 0! 0 0 1 DfTAIL S SSE I b c d e f g h k m n p s t u w z as ab ac ad ae of ag ah ak am an ap as at au aw az ba bb be bd be bf bg bh bk bm bn by bs bt bu bw bz ■ �Q a A C D E G H J K L M N R R S aT Md PANEL 10'-03t6 5'-10LTP� 3 1'-31 3'-8� 5-016 T6 r C J SYM, ABT. 1 (2) 1 1-550 (TYP) 12'-0 5'-10 LTP -\ PANILL o 3 2'-01 6 7 5'-0� 6 1 -3Tb 3'-9�6 I r C J SYM. ABT, 1 (3) 1 1 -550 (TYP) 1 5'-u8 PANEL A 10'-7 LTP PANEL B 3'-9 — 5'-01 66 5 -016 1 3r 16 r C J J SYM, ABT, (3) 11-550 (TYP) 1 5'-0 TO S rFFI I INF 18'-04 10'-7 LTP PANEL A PANEL B 1 1 5,-03 5'-0� 1 "316 3'-98 3 -08 i 6 F-- r i C -F J S'YM, ABT. (4) 11-550 (TYP) 18'-0 TO STEEL LINE 36'-0 OUT TO OUT OF STEEL 20 FT. W I DE 24 FT. W I DE 30 FT. W I DE 36 FT. WIDE 7 30'-1 4 35'-1 16 10'-7 PANEL 10'-7 PANEL 10'-7 LTP 10'-7 LTP PANEL A PANEL A PANEL B PANEL B 3 15 1'-3ti6 1 -3T6 5,_0 - 25'-O6 - 30'-11 1 5 SPACES A 1 b 6 SPACES AT 5'-036 - 8 3'-94 — 3-94 --- E. (6) 1 1-550 (TYP) T SYM, AB T. C (7) 1 1 -550 (TYP) R. SYM, ABT. 30'-0 TO `STEEL LINE 35'-0 TO STEEL LINE 60'-0 OUT TO OUT OF STEEL 70'-0 OUT TO OUT OF STEEL a 0 60 FT. W I DE 70 FT. W I DE a 45'-1 A 20'-7 PANEL 10'-7 LTP 20'-7 PANEL PANEL A PANEL B _ 1 5'-03 40'-1 2 8 SPACES AT 6 _ 90 FT. W I DE 50'-2TT — 15': 7 10'-7 LTP PANEL A 25'-7 PANE PANEL A 11 9 SPACES AT 5-036t= 45'-1 T 6 3'-9515 C J (1 0) 1 1 -550 (TYP) 50'-0 TO STEEL LINE C (12) 11-550 (TYP) SYM, ABT. 60'-0 TO STEEL LINE _](t 120'-0 OUT TO OUT OF STEEL 120 FT. W I DE REVISIONS BY I DATE I NOTES 100'-0 OUT TO OUT OF STEEL. 100 FT. WIDE SUPPORT ZEE 11-550 STEEL LINE DURA-RIB ROOF PANEL PURLIN GABLE SUPPORT DETAIL SHOP NOTES ALL HOLES 9/16 " UNLESS NOTED. ALL STEEL KSI YIELD UNLESS NOTED. T. BY DATE CHK. BY DATE TH 12/9/84 I 20'-OT 10--7 LTP 3 SPACES AT 5'-0TE = 15' 3'-91 (4) 1 1 -550 (TYP) 40 FT. WIDE 25'-1 � W, 10'-7 LTP 1'-3 rb 3, 9� 4 SPACES AT 5'-0 6 a 20'-04 �b J r SYM, ABT, C J SYM. ABT. (5) 1 i -550 (TYP) 25'-0 TO STEEL LINE 40' 1 T —� 15'-7 PANEL 10'-7 LTP PANEL A PANEL B 7 SPACES AT 5'-03b = 35'-1 �b 3'-956 — C f f T 7(8) 11- 550 (TYP) DUT TO OUT OF STEEL 80 FT. WIDE f '-0 OUT TO OUT OF 50 FT. WIDE SYM. ABT, RIDGE CAP + 124-427 a3vW411TH WITHOUT GUTTER MIN. LAP 6 i ^+ 5+ ROOF PANEL 1 316 GUTTER ROOF PANEL --� C� BLDG t GABLE SUPPORT (1 1-550) STEEL. LINE � SYM, ABT. PANEL ENDLAP DETAIL (REFER TO SCHEDULE FOR LENGTH OF PANEL) SCHEDULE WIDTH ROOF PANEL W/GUTTER W/OUT GUTTER WIDTH ROOF PANEL W/GUTTER W/OUT GUTTER A 4'-6 4'-8 A 9'-6 9'- 20' 60 B 9'-6 9'-9 B A 6'-6 6'-9 A 24' 0, B 1 l'-6 IV-9 B A 4'-6 4'-9 A �" 7 v" k- 11A�e_§ , . 30, 80 B 14'-7 14'-9 B A 39'-8 14'-7 39'-10 14'-9 A 7-6 7-9 36' 90 B 17-7 17-9 B 24'-7 24'-10 A 9'-6 9'-9 40' 100, A 24'-7 24'-10 B 19'-7 19'-9 A 14'-7 14'-9 50' B 120' A 29'-7 29'10 24'-7 24'-9 STAR IMI(n1UVUFACTVU"SD G CO, 'ra OKLAHOMA o GEORGIA o PENNSYLVANIA e u I LU I N G S DURA-RIB SHEETING 3 pW p 7W 00 20 FT. THRU 120 FT. DRAWING NO. WIDE BUILDING 1 : 12 ROOF SLOPE C IG � SCRE N/ �o0C �r 5UPP6 ✓c yr ✓]B M ,. A�"A,�~ C4Ev F GlR> R; /IAIO°� NC>H JA EBCA�_ruG SSE R19 04 ��tN 74E>AL '4ff,4 IRiM SET 7�0 O G RIOJOR M,4 T,PiM �8A5E PLUG `L VJ INSTALLATION PROCEDURES 47/A //'/ /JA//7' 1. Sheeting from left to right, install wall panels up to the desired location of the windows, omitting fasteners at the last major rib. Refer to the last panel as the left jamb panel. 2. Set Jamb Support 13-120 in last major rib of left jamb panel. Attach to girt above opening with wall screw from inside of girt flange. 3. Install panel below opening with left sidelap over the left jamb panel and attach to jamb support. 4. Install right jamb panel with sidelap over last panel below opening and attach to jamb support below opening only. 5. Refer to cutting details for field modification of jamb adapters, then snap jamb adapters onto window frame. 8. In inside lip of window sill, attach window to panel below with wall screws at. 5"-7"-5" O.C. 9. Install Metal Rib Fillers 11-248 at sill of window and attach to sill between major ribs with trim fasteners at 1'-0 O.C. 10. Install all panels above windows with the last panel sidelap under rinht jamb panel and attach panels to window head with screws at 5"-7"-5" O.C. Install all panel sidelap stitch screws. 11. Apply a continuous bead of caulking along head to form a watertight seal. S�PPoR> 6 3 ZD C FRA' JAMS �, f 4 C�7 N�CK FRAM AN�jUpOW IJBL OE'Ti9/L B L.9f SCf�EN/S a JAMB AD/JPTE.P (SEE- CUTT/.VG DETA/L) w.vLL PA.UEL :?%9LL SC.i'Ews � a /'-O o. C. J<JMB SUPFt�iPT III ,BENIXID JAMB I ADAPTER y✓fICL I P�1.UE"L I I E ' }yAL L 5CREl-VS eJ // 7t'S„ O.0 f �I CD,VT/.000US BEAD OF CAULK w�/c/ooyv� FiP�'ME srvr'LE- Gc.955—� f/EAp 9M8 Si/c/GLE GL ASS— �PPORT -120FfISTEUEP w1/uooyv FRAME THE YV/i(/DOW OPEN/(/G MUST FALL AT A Pf /i/EL S'/DEL 9P TO UT/L/ZE FACTO.PY CUT i, Pf1 UEL 960YE f BELOW W//c/DOWy JAMB W7A/DOW `'��E GLASS SIZE OPEQABLE F/XED 3030 /.5x32 /5 �030 /5x32� 3¢/`x32� 3030) B 'T.C//CL' SSB GL 4S5 t14,030) - yT,U/CSC SSB C7LgSS �OPE/eABLE) 8 T/J/C,e D5B �L ASS (F/XED) B Suf'� ��@ 38A5E A'1 AC/� PLUDE"T.9/L A (O LEFT ,.JAMB ,9D.9PTE-gyp OUTS/D� METAL.—� R/B F/C LE,P SML ,pjG,�/T �/AMB ,9DAPTE�P F/EL D CUTT-11,16 D4'T.9/L s o/�,UEL L 64149r1l S'ChHEOUG E Yt itiDDYY S/Z P4l/EG LENGrN BELox/ lyGuoow 3030 4 /- 2 6030 4'-2 FOR P,4,UEL 7=2 FROM LENGTH ABOY'E ly//UDOw SUBTRACT 5T41t/DARD PFAJEL LE.UGT,S'. -ATTACH J,9MB SUPFf�.PT YUiTy x�ALL SC,PEN/ G1,eT ` nJ M MS �u M A>TAC SERE E FRo �lRt r aANEL h/iNpo� �RA�E' lB F7L ED E>A� q-r MA�pR � S// 7N S// O O.C. QI TRir� � ScR `,"'o c . a� BASE y✓A�� ��/- 5 r✓A�I-- T �3_j20 AMg �uPpo �po� 4AR 4 @ / = 0 D6TA/C. C MIJL T/,:'L E" UA//TS' INSTALLATION PROCEDURES 1. Sheeting from left to right, install wall panels up to the desired location of the windows, omitting fasteners at the last major rib. Refer to the last panel as the left jamb panel. 2. Set Jamb Support 13-120 in last major rib of left jamb panel. Attach to girt above opening with wall screw from inside of girt flange. 3. Set Mullion Jamb Support 13-120 in place as required. If more than one mullion jamb support is required, 3'-0 or 6'-0 center -to -center of jamb supports must be held to insure proper fit of panels above and below windows. Also install right jamb support. Plumb each jamb support before attaching panels. 4. Install panels below opening, sidelap over left jamb panel and attach to jamb and mullion jamb supports. 5. Field cut right jamb panel (see detail B) and install with sidelap over last panel below opening and attach to jamb support below opening only. 6. Refer to cutting details for field modification of jamb adapters, then snap jamb adapters onto window frame. 8. Lap all windows (see detail C), level and attach to mullion jamb supports with screws at 1'-0 O.C. 10. In inside lip of window sill, attach window to panel below with wall screws at i°'-7'°-5" O.C. Vp"i at 1'-0 O.C. i 11. Install Metal Rib Fillers 11-248 at sill of windows ' and attach ' ill between major ribs with trim fasteners v4 12. Install all panels above windows with the last panel sidelap under right jamb panel and attach panels to window head with screws at 5"-V-5" O.C. Install all panel sidelap stitch screws,,.' `= 13. Apply a continuous bead of caulking along head to form a watertight 'seal. SINGLE SKIN WALL SYSTEM To- G1 -f rl EAD CL/P STRI KE /A11- 8."Si3 S/LL pH��3� Gj D g3 JA/v7B NL $O) 83 5/Z �NQSoI IN6E .NALr HpF g3- N/NGE NAB 7 OF (g3 533) F/PAME DETA/L Foh� 671A/GL E- 5�YIIV ),fl4 .L f1EADER� .te8 xg PNSMS SCREWS ,t/O7E 4) 1 S7;QUC7-L/,P4L � J,4MB SCREWS 14 P 10 hEgD-TO-GIRT CLIP 1�ETA/L A 8x- PHSMS SCREN/S SEE ,DOTE Q) F/ELD BEND - 900 TO CLOSE GAP DETA/L C L/NE AD PIER 83"52� STRuc.TugAL s'cRe' v GIRNT cy M ............ D I I I JA1vlg .1450)G/RT ------ - - - ' N/Nae �RSoI ------ --- -- 83.sjz I F/ELD DP/LL tr I �uK Su$ FRAME NEAPER NEA�ER(3 "o) ° N RT of I 1A14-1C3 /4>-K354o g3- 51 �b'- O) a 9 3" SUB FRLIME F/ELD DR/C L /� SuB FRAME — B3"S/8 a J,q,�/B i HOLES/// s0B _,4.tla /(O-K35� 1 Lo - I< 3 5 Lp FRAME JAMB � `CURB O.t/CY) � �B7 �DA526 SECT/O/C1 O cc/P + cL/P OS 039 OS 03 9 r—x/gLL scsPEwS @ , F STD. ENOGAP SPAC/.(/G ° f/EADER � 1�E � o/NLsp) rP HEAD -TO � 21 T 83 5i3 �� y�EA> 6-fil U`�) i P4y Ao CLIP 63-532) OPT/ONgL (SEES yry FLASH G/RT NAL- �1�GE f/-' CUT) �F/ELD CUT) pARpF f/EADE.�' ° B3 S33) SEC T/O/C/ E �•/P 05-082 � �� f,l/ CG /P 625- 0 39 i5/LL �f1 3 O� o CL/P OS-,)39� FLOOR G/M/ G/RT- 1 SUB FRAME � i S22 ( -0) 5Lo 3 /t/oM Gook w�y ry r -_ ST2 U:' �A SCOW @ o.c. 6/RT 04E-7-A/L I F/N/SNEA t 1N'Q¢IpN �3-O) 99" jz (6 I — —L F/ELD DR/L L 1 9'� hOLES S 42 PLUG BUTTO 6L/ G/RT (SEE DETA/L) Ar R/M SECT/D/t/ 0 2,1 1 /1O1V1VAOL LW/'- a5 03 CL / P � 1/✓/OTC/ F/PAME D=,glL A-O/P FACTO/PY 11V9lJLATEO WALL os v82 saB F2.9r19E J/1MB K35lo M -JAMB f/EAD - 70- 6/Ri CL /P 613 - 532 83 - 5/2 06-0 �a E s-o9i i III SUB FRAME I HEADER I /&-K 3.6& • JAMB �OM /T HEAD -TD - G/RT CLIP 63 -S-YZ) •S/LL CHANNEL (onr�oNAG) _ s Z � EDGE OF CONCRETE NOM/NAL DDOR N2MIA14Z 000e � t ioTN PG TI///OTf-/ cue�C+U/�,8 DETA/L 9 I SU8 FRAME SI/VV L S/�I/V Wi9L L OPT/ON,4L GENERAL NOTES JAMS 1. All standard swing doors are furnished with mortise lock. Cylindrical ,IN J OMB -Iv - locks are available upon request. lYl N 2. Standard double swing doors are furnished with an astragal bar and also head and foot bolts. EJ N C2i 12aa� ►low (z)2 ���� gY STas', 3 wavailable for both double swing and single swing b 4,ucu0.FBOZ7S doors upon request. (NaT 9 Y STA2) $6C7-10AA1 5!5_C7'AOA1 G 4. All screws for door frame assembly are included in Screw Pack 83-534. 5. Refer to Wall Accessory Section of your Erection Guide for additional �-SuB FRAME JAMB /(D-1l3SCe instructions for installing a swing door frame. 83-Si3� 83-5/2 6 Refer to Drawing - for door leaf and lock preparation details. NRso SiwGLE Swi/UG — swi/VS OVT 83 - S/2 HEAD FOOTS B3- 5/2 BoGTS // HG so j J p/RSO ASTRAGAL bqR� ASTRAGAL PLATE E 5WIX16 - 6WIXIS OUT .57WIM5 DOOR 01,49 741tl 7. Refer to Drawing 53.&4for frame to single skin panel installation. 8. Refer to Drawing 53.07for frame and adapter installation with 2 — F/ELD DRILL factory insulated wall panels. ACCESS IYOLE /N OUTSIDE SUPFACE 9• Refer to Drawing 53.a1 for panic device and mull-ian installation Ot/LY details. ~ 10. Refer to Drawing 5 ,�­for closer, astragal bar, head and foot bolt detail �5TA? Ur- TU 144 SC PEW A on bolts are 1.12: 4 x 1-1/4" A ti WALL PANEL � ' � / = to O.C. (PACffgGED /N SCkEW PACif e3 -6 2I ) vL uG BOrrO,V OETA/L. STP_ OC TU2 AL sneEx/s /.USULgT/OA/ � r .\\ WALL PIJA/EL. p // /eie ✓,4A& ✓AMB —\ r/ELD CUT PA,UEL @ o'// FPOMM4JOP .e/B .VOM/A/qL LX�.2 WIDT41 S T2UG TU�P/� L . SC'2E![/S 57-Z 41(5T U,E4 4- SC6Lx-Xl cT R IJG T C/ QA i 5 / �✓5 0. �/,(/SULAT/OA•/ /NSUG9T/ON /VS!/L.4T/O(/ Lt/lJLL P'eJWEL W LL ���/EL O=5 F/ELO CUT o0t/EL C� I O'�c �w%/�G P4UEL O=5 FROM M.gJO/e .Q/B lt//OTN ,e/e 'TAD @ MPUM le/B S T2 UC TU/C f1 L SCQEDt/S 1 T,e U -r- E'f� L PlGY9 /r-✓AMd JAMB PLACE D.<UEL r BEN/ ll0 J4MB f ea I jz; , ylz' ,S-T�L/C 7-61tA C. $L'AF'5W9 4) /= 6 a.C. WALL 10=6z- I \ I F/E�IJ CU7' C� �/ WVLL P4UEL `-� EiENO /.t/ OlJ,I/EG N/OTC/ � � t ONL 4/Ox4 SC2EW Li/vE 0/YIA `/Ox4 SCeEW - Tl/,PESf/OG:� - ,B/B S ,�iYIA,P I STEEL t/.(le ///SULAT/ON WALL P/o,UEL O=5 ,2 B [,97A-WMAeAK1 I OTE F SCREWS ARE NOT INSTALLED AT JAM, SECURITY M EATHERTIGHTNESS OF DOOR WILL BE LOST. io X 4 SC Z-A/ S/LL C//lll/l/EL -7 c' G/LL eolk;uEL o EYG/1US/OU SW/N-C-OVr W/Tf/GVT /Gt'JW/7, / �G'OTCN ,BASE I��TA/L.� 2 q NOMINAL OPENN-IG I 7HEAP FLASI-! �SEE SCl-lEDtA(�E HEADER dAMB zap 7zD &�7&zfZ& IVAA,P, 18S' O'5 F,eoA�' /YIA.J )e e/8 1(zalol"L OPoe _ vt//OT/1 NEAD FLASH DETAIL FL/ASJ--/ LENGTH = NOMJNAL OPENING +51 ' REVISIONS _ i GOeeEGTEO 2 REMOVED VAPOR SEAL AT J4/118 '�f_'u:TU,�AL SGZEw� �- /,USUL,vrrou ,e/e //t/SULgT/ON T,e/M //-928 (F/ELD TTI/IKTOF/T) STR-UGTU2AL-ZA'WW9— //vSl/CAT/OA/--1 W4L L PANEL � U.L T/O L OPT/OA-IR ,CALL P,4/uEL N4LL 9C.e,5W5.oT — STA.C/0ae0 E,UOL4P SP,4 l&, CoNT111e10 JS BEAD of ClY/L(!/U6 FULL LIZW6;711 OF 11EAp FL/9Sf1 NSULAT/OAJ f7T%AL'H HEAD FLASH TO G'/)PT w�Ty TR/M FASTEV6;e . (/) EA. END '441D CENTER G/RT f � J SIN m� /.BEAD FL�S.y ,-� (SEE SCNEDVL6) (NOT By 57AR) �4 \—,yEADE2 � STEEL L/NE � li v ,BEAD DET.4/G o .� n1 C,�/EDUGE i Dao e Pq�T I lN W/OTH /Va. LECGT 3= O 406 3-'51 4 0 //-405 5=/ F/FLG'Cdi TO4=52 6' 0 //- 404 /O 2 CiELO C1/T TO G 5 2 _ GENERAL NOTES 1. Refer to Wall Accessory Section of your Erection Guide for additional instructions for installing doors and flashing. 2. Refer to Drawing '53_o2 for door frame details. 3. Refer to Drawing 53.03for door leaf and lock preparation details. 4. Refer to Drawing 53:o/for frame and adapter installation with factory insulated wall panels. 5. Refer to Drawing 53.o5 for panic device and mullion installation details. 6. Refer to Drawing 53.0'afor closer, astragal bar, head and foot bolt details. DRAWN CHEM ay SATE ^e 4-•30. STAR MA° NUFACTURM�"B Gc oO, DES cz.h C� ISSUE DATE /0^9�8� �1 OKLAHOMA CITY , OKLAHOMA 3-20-84 CEDARTOWN , GEORGIA sTA n9AWING NO -u HOMER CITY, PENNSYLVANIA B u Ts o i N G SINGLE SKIN WALL SYSTEM PAGE NO STANDARD SWING DOOR S 3 O4 2 FRAME TO PANEL INSTALLATION CURRENT ISSUE /0-/Z-8(o G,20uT JANif3 f5 f/ELO D/Z,/L L — 0 AloLEG G',POU� - &79/EW- TrPiC.4L 4ME0 OPi C SECTIM 3P 21 zxre W/DTN 4 7" Wr cue6 Ct/P os-o39 Z It 95 4A1cf/U,e BOLTS (AOT 13 Y STA2) j UT5 OPT/ONgC) (ti/OT 6)K SW) I / - - -' - —T--- - C'L /P 05 61N11-t { C NEADE.e CL /P X NEADE.E JAMB 17IE40 DETA/L @ SAYE 97R&T JAMB — G/,e'r CG/P - os-039 ,' Z4MED OPEN/N6 lU/DTi/ J (/oMINIIL CIPEf// (/G u!/OT.N 1 �0/ AS _ WlTeq eovEe_��7;�` - COV6,e 10Z 9 TE F?A/�IEO a'a/.4 Z COL. 2 AS _14wZ5 a--� }— STRdLTdRAL TREK/ oa lkla Witte! 01,u05j 7L_'30 /✓OM/,a7_/ OPE,UI,(/G W/071 E,l1D-L C_ t�LU1VZ1 X//T� COVE2 PLATL" - FOR SLIDE DOOR Cover plate is required when: Endwall columns ar? used as jambs. FOR FRAMED OPENINGS FOR OVERHEAD DOORS Cover plate is required where: Framed opening is galvanized and jamb goes to maximum 19'-4 3/4" elevation. (This cover- plate goes to header height only.) Jamb goes to 24'-0 eave height. (This cover plate goes full length of jamb.) i G/R T CZ J41W6 045TRIL --F/ELD D,B/GL /�-'P //CJGES E,UD ,eAFTE.2 -�, FIELD FIELD Px,UD L O 01� CL/O 05-08/ p5-o9! NEADE,e—%� - JAMB yE.4D 067011- E/v0 R.01"=*TER /ELD D,2/LL " /VOLES/ ZWXF0 ORcAIIU; X//DTN 4 2 _qEC T/DAI 4 _ J,4MB � ' BASE q.VGL E O�/Oti%,C FO.Q F,E'AM. ED OPEN/G'f� ' e6OV/eFO �2 SL/OEGiUUe BASE CL /P � OS- 08 2 (2) Z ¢ 1).41Cf/O.e 6M7S (,vOT SY S7`-,4 e�) 04SE DE7411_ DooR HEIGHT COVER PLATES A JAMB CC7 L_V) �vow,acL oLUMN P ME 8'-0 /6o-K233 /G- 237 /o'-o /6-K233 23B 0 /6-,C'233 /!o- 239 231 16 - 240 -- /6- 232 IV14 EA Ve JAMf_3S NE/G/yT c,a L v, Pe/MER o 9-4 4 LT_ /6 - 010 /6 - Z /D //'-43¢G/a7�--/6 /4 o /G - 0 /¢ /3=4 Gi2T �43�G/2 /G -C)/� /5 O /9 �34Gi�T: w'ICoVE2 t� O 'F 1 /� - 2�0 /s- /,en o✓ e Y110T U -- — A/EA D ER — G , L V. RR //`/ER /6-'-3_/0 3// /4'-0 �- ,�/1 /6 - 3/ 41 /6'-6 20'-0 /6 - /Zo _/�- 300 - J ' 0 fNaLE.s r— — fit--� --- - SUPPG°2 T POST /6-Ks56 -- cWY,5 ST,e//T S,cok/,v 6(/O Z17A2Z e O10 G/,?T CC/P 05-08/ 'L/P 425-031 �l- z_ _ _ 4�=4 NE,00E.e O� vri /12T F/E,GD D,C�/LL a op HOLES SUPPOET POST OVA/L 62e SLiaF a4,e F/ELD O,e/L� / ' 7',-,,0 f/OLES 2� 2 - /,e 7 '� LJ CL/P 05-043 h f /fADE e CL /P -� 05-09/ I NEADE,e 0 ,e6ir/Fo2CivG C/�,ovt/EL /4S ,eE4uiQE0 No reinforcement required at 0' thru 15'-0 bay space at any girt elevation. No reinforcement required at W -1 thru 21'-0 bay space up thr. and including 13'-4 3/4 girt. 8x3C.056 reinforcement required at 15'-1 thru 21'-0 bay space at girt elevation, greater than 13'-4 3/4. 8x3C.074 reinforcement at 21'-1 thru 27'-0 bay space at any girt elevation. All of the above conditions satisfy 25N wind load requirements. Any heavier loading or bay spacing other than those listed above will require an engineering review. The reinforcing channels stop approximately 2'-O from each end of the bay space to permit the standard holes in the girt web to be used. If the framed opening jamb falls less than 2'-0 from the main frame or endwall column, the jamb does not need to bolt thru both the reinforcing channel and girt. /✓o%'1 /A/AL RE//VF. CHANNEL BA/ LGTh' 5/ZE MAeK /8/ 0 8 x3C.o56 /6-292 20 = 0 8 x 3 C, 056 //o- 293 Z4'--o 8x 3 C,074 /6-295 Z5'-o g x 3C, o74 /6-296 GENERAL NOTES ' 7 /6 7 ------ �=o Bx 3C.o74 1. Framed openings are to be located in the field and each jamb .rust he located as shown on page 54.,)1-4rto be able to use standard jamb flashing. 2. All field located framed openings require field cutting of girts. Girts below head height may be a different standard part number than the girts above 3. Availabla head room should be determined before ordering overhead doors for possible use of low clearance or other nonstandard lift hardware. 4. Overhead door size must be selected so the door will not interfere with flange braces on the rafter. 5. When locating doors, sufficientside clearance must ba main;.ained to keep doors free of column flanges and/or column flange braces. 6. Full width panels above framed openings are factory cut to the proper length. 7. If jambs are galvanized, all bolts exposed to the elements are 1/2" 0 x 1 1/4" cadmium plated. All other connection bolts are 1/2" 0 x 1 1/4" black bolts. 8. All open holes in jamb below header must be filled with either cadmium plated or black bolts depending on jamb material used. ll 9. Exposed portion of framed openings,may be eft or red iron. at ,477ACA/ HEAD FLAs,V G(NTN TOM MVeA/E,ES (Pl6", E!/D A,vD -47 CE,vTE,Q' NEFJDE.2 SECT/0A/ 7 wnL% vnA/EL — wALL sc�Eu/s P � STD, c`A/DL/JP SPAC/.U6 \---Cl1ULA' ?1/ I-NEADE)e rel,W FASTEAIFes — \ cz- 2,-0 o.C. � JRMB L A L F1,vEL L P W �N14J0/l /2143 WALL SCPEu/SJ I MAJOe e/B @ 2= 0 0. C• z� OPEA//A.G W/OTN� JAB 13 FLASH +tiii��"' //-40/ Cic'-2), //-�Oc 5 , //-405 C3- 55) STQ,VDA,ef� JA/ylB FQ� f.Y/,PA-,eie (ACV CEkTEeL/t!E R4JOJP,eIB) WALL SCeEWS 0 2-'0 O,C --JIJMB _F/EL D CUT PAA/EL r WqL L JgMB FLR_SN—�� OPEi( /0 - 6 72 /2- 6 73/o'- 2) .4zTE,ekwr4E n;"g , (A10T C CD/TEk',l WE HEAD FLASH SCHEDULE WIDTH DURA-RIB STARMARK I STARTHERM (1)11-405 (1) 11-405 (1)11-411 8'-0 (1) 1 1 -406 (1) 11 -406 (1) 1 1 -41 2 (1) 11-404 (1) 11-404 (1) 11-410 10'-0 (1) 11-406 (1) 11-406 (1) 11-412 (1) 1 1-404 (1) 1 1-404 (1) 1 1-41 0 (1) 11-406 (1) 11-406 (1) 11-412 (1) 1 1 -404 (1) 1 1 -404 (1) 1 1 -41 0 12'-0 (1) 11-406 (1) 11-406 (1) 11-412 (1) 1 1-404 (1) 1 1-404 (1) 1 1 -41 0 1 4'-0 (1) 11-405 (1) 11-405 (1) 11-411 1 5'-0 (2) 1 1 -404 (2) 1 1 -404 (2) 1 1 -41 0 i 6'-0 (2) 1 1 -404 (2) 1 1 -404 (2) 1 1-41 0 (2> 1 1 -404 (2> 1 1 -404 (2) 1 1-41 0 20'-0 (1) 11-406 (1) 11-406 (1) t t-412 JaR ,P/B) \—AIE4D FL,03i4 114MD R AS4I LAP DETAIL (FO e DOR4 ,ele e STAe&,Z?je,L _T) AM8 FL4S.N 7 / 1 O JAMB FLQS�/ SAP I�fTA/L (57,41/D4,QD ) ae Oum -,elAv FiE� D CUT A/ FL,4_SlILA0 P46T.414 J J J JAMB FLASf/ �I MB FL,4ss/L,9P (,Q�TE,e,tl.4'TE fD.e Ol/,P.4 �P/8 ,0410 s;r4 e1wRR ,.Z) JAMB FLASH SCHEDULE HEIGHT— HEIGHT— STARMARK I STARTHERM STD. ALT. STD. ALT. STD. a ALT. B'-0 (1) 1 1 -401 (2) 1 2-671 (1 ) (1) 1 1 -363 1 1 -368 (2) 1 2-671 (1) 1 1 -628 (1) 1 2-673 1 0'-0 (1) 1 1-401 (1) 12-673 (1) (1) 1 1 -368 1 1 -368 (1) 1 2-673 (1) 1 1 -628 (1) 1 2-673 1 2'-0 (1)11-401 (2) 1 2-672 (1)11-363 (1) 11-368 (2) 1 2-672 (1) 11-628 (1) 12-673 (I) 1 1-403 (I) 1 1 -367 (1) L 1 -369 (1) 1 1 -629 (1) 12-672 (I) i t -401 (1) 1 2-671 (1) 1 1 -363 (I ) 1 1 -368 U) 1 2-671 (I) 1 1 -628 (I) 1 2-673 1 4'-0 (1) 1 1 -402 (1 > 1 2-673 (1) 1 1 -367 (1) 1 1 -369 (1) 1 2-673 (1) 1 1 -629 (1) 1 2-672 16'-0 (2) 11 -401 (1) 1 2-672 (2) I I -363 (2) I l -3b8 (1) 1 2-672 (2) 1 1 -628 (1) (1) 12-673 (1) 1 2-673 (1) 1 2-673 1 2-672 24 p10M/NAL OPENING, F/EL,O C"G`T (7OT,4L N64,0 FL/Jsf,/ I i I 46A/67i4N /S TO &6- Sz LO.f/6E,2 71loQAI ti/O MI",04 L 6 (LC T;v—) I I J4143 FL491,1 � I 2 /1E�D FLAS.l1 TO -, 4N46 FL,4S11/ C'UrTivG DETA/L JAMB TA'/M F/JS'TEtiE'eS WALL PIJ.UEL-� qS� EGAD �� FASTE,UE,2 ST,2/P —. (SEA OETA/L 1; FO,e !. wzz 9C.P6u/S \ e /'0 o-C. i T8/M F4ST6tlEA'S E.46// E.VD—� I re,h FAs7eaE �s rr� /A/-AOTTL'*7 L6C70A/Ly 1-14AO FL/!S!� SP�I�` ' I674/L (FO.e STA,C'TyEFc'i�l/ST�I,PM.9,P.E; vAPn� ,S pPPG/Ep) - � SA/!/P—/A/ AZ4$/q /i 3/08 (/o ' 2)1 it hq$TE�M F/ELOCUTPOAIEL� l'la/v2leis //-369C5=/) „�Gqp ofN �IN/AST lAit'/B F�ASN 1 Qf�A//A16 W/L'T,U_ R��y Nl f uTT T06ET/,'EL� - — Rd G� P s qu°OVE OF ySl� ill! o7 Z 5' i AyXL GCS. ST��I/DA,PD J��'I8 -F©R 99RMwek __ DET4/L =1 !@ CEWLCRUA45 MAJOR ,P/8) ( VIEWED 160401V INSIDE) T2/M F.4S7�A/F,,PS cc•� 2'.0 o.G 1.uALc P,ouE'L� JAMfS F',�Sti - �­-670 CL'C) 1C-67/ - 6 7-3 /0'- z ; / 2 -JAMB rM /?r,rrTco r iirAC' AA4 /n0 F/6LD Cur i ^1N � i NERD F.!ASN 7 C--DGE DF aRzFA11116 Cd,,4V& .e/B 21 FiE�D '✓r N mrm } Wir// STl�,E'TNEXM s"75o) (Zou NAZ4 I = - F/EZ v Car -,41E,ao i�LAS.S� y T �- �1V 1 OF 0PEA/iA/4 G"OAC ��,� R1,8 El !�U STA.eT/1E,2M WALL P.OA�EC C.4UL,C Llf 561) E,405R 7R/M F4STEA/E2S Z=0 oc 1--- JAMB FLA�f/ 6/0t-2 ) F/ELD Cal AS 06EeVb / 2 — 467 Z 11:04-6WI CAP — /2-673 Oo=2) T,e/1,01,4iS'TF�.2S —J @ Z!O O.C. S7,oWda,4,IeD cJt9NiB FO2 (EGYE OF DPE,U/,!!� G P,4,UEL TI/B,) F/ELD CaT AS 2C4 D - 7661,47T J oz5 F:ae LEDGE OFOPE kj HEAD PLAS14 LENGTH = !`NOMINAL OPEN,Nc� t 52 J,QMB 770/M F/JSTE.VEeS JAMB FL,48// 1 OPF�//,c/l� lU/DTN 5 0Acr V1,U4 1,071/ f � l 1 e s e 0 Psi' �pq0 roR '2� Ii' VVITN _rg SCRENI NO PoOF t 17,5 ��o, 3� �P5 PpN ��N� NO BEN o� CfH1 EN p� �A E i3E t �RE3LJ SUPPO 37 p �'` AAIE5L ���A'�Sl SEAL ii, /08 0?t S ENO - I l Z M tqP GJt r ANEL E 2 L7 �vp G� @ P� �.E vJ t T ER / 2oI 1Cp p 01 2 ANEL AND RooF P Gl g ��� �,U'SN �L EWS APPLY �I-202 IS EN� q.l P Op A�SIo gC 5„ O C. / 443 1END CK Lp5 NTe v I I Flov sP of �uTrE� p f o r'c sor 0 / 40C.97-E 00WA1SP04Jr / @ ,1�74JOR .Ris OF 'EVER _3)14 D. D0�4,OS NEpv�.E SEE FASTENER �� TR/ Eq'D GUTTER ` DOWIVSPOOT 1195SEA49 I DOlNA15ROZIT SCNEDUL E EA VE #ZEl6//T PA R T A/O. 3OT70/7 TOP /O'-O ;J2/-23/ —NIA — /2 - O !/J 2/- Z31 �/J 2/-235 C/J 2/-234 C/J2/-233 /4'-0 </J 2/-Z3/ /6'-0 C/J2/-23/ _?O'-O �i>2/ 23/ C/J2/-232 0) 2/- 23421-232 24'-0 C/J 2/-23/ BACK OF Gt/r7_ZW ��E�1FR EliD (2) R � 21- 028 ,TRAP 12'-0 (D�O)WN.S0 'D E,FOR IRtts 0c T;14fi N 1RE�9FAG LPL lcE A5 SPOO' STRAP ✓,,� 0 j08 � TRI ggv (S) NOTE.' _V_ DO NOT ATTACH CUi7ER TO ROOF PANEL 0 EXPANS/01V ✓0/N7S. DO Nor 05C GUTTER SUPPORT C EXPANSION JOINTS. CUTTER .SUPPORTS SHOUC-0 BE LOCATF-D @ NEC)REST MAJOR RIB ON BOTH SIDED OF EXP/I(/S/OeJ JO/NT MAJOR R/B GUTTER—F. XPA/i/S/ON JOINT SECTIow X- CAUL iC -- L Ai- SCREW Ca 5'- 7 - 5 "O C GUTTER SUPPORT 2/-/ 78 TR/M FASTE/�/ER=�_ SUPPORT SAVE TRIM - - WALL SCREW -- @ 5"-1"-5'0C UTTER- --- CUT Bf: Fc TO /` 'T BOTTO/'I -- OC WNSPOLI — L A� GAT E (4) �Eq D CLOSURE LAP SCREIAIS SCREW C S "- 7"- 5 5 7= 5'0C SAP SC, CORNDR �!1 �B R SUPPORT- z IEACH GUT eTP/M 11:W577,5UER f @ E4CA1 61,)T7ER L_ — — — SUPPORT ; C _ - �ASC/A CHANNEL ' GUT TER =1, " ti CUT BE✓EL To F/T - - ei GUrtER SEA BOrroN/ oFGdrrE,P APPLyE CD�US�11�$1 D � Fl EG ' 77 // /4 ABLE Ejz EL��w- B1>ACN lM FAStEN 'DOWN5POC/T RETURN N/i7N 7R' C L'ENTE.PL//✓E CORNER ASSEMBL y -- ROOF SCREW I @ 5 7"-5_0C 3?--� �- t A P SC,PEW CO EACH GUTTER .SUPPORT - ROOF PANEL LrAIDWALL PANEL- SEA/''/ /"105T 156 ON TOP S /DE OF .D06t/N5P0 UT ,4ETURN ?,P/M PASTE UER SIDEWALL PANEL L7JT,C'/M, 3 � OF I 3- `i GUTTER DoW>t/SPOUT - -1 -PAVE STRUT ' �—oOwNSPOUT 11_3 L STR/!P SCCTION 3 2 -/?OOP SCREW @ 5 7 5 0e r CRULfi CAP FL ASH 2/-140 EAVE TRIM WAL L SCREW END CLOSURE GUTTER— �� I �P�EDR/L6 32s "0 HOLE AND I 3 a F/EC D CUT ''X"AS 51/0Gr/rt/ AND BEND 7A,35 Do)vAl. WN�POU% OPENING DETAIL EAVE STRUT - S/DEWALL PANEL CORNER SEC r'CN 1 I¢9 C,aP FLA 11 o! URE o% - 4 Oq OUD ASrEUERS �1TN N�'PIM G DER E SNApED SA'E 114 EQ p � �ET O �TNFAS DNS/U,,, APPLY CLr/� CcOSURE GAP SEP �ottE� AP @ EXP EN JO GUTTER EXPANS/ON JOINT D' To /99'-// NO 0vP,4NSI0N JOINT REExU;RED 20O'-O TO 399'// ONE EXPAWSION JOINT @.MIDPOINT 400=0 TO 599'-l1 EXPANS/ON dO/NTS @ � POINTS. WYEN BUILDING• EXPANSION JOINT A IS RE9�0, 6UTTER EXPANS/0,41 J0X lS REp D C@ SAME L 0CA7'10u. C 5) ,PEQ'D COI/C TV/AA E-2 2/-244 ooi�wsPour —�� �Ert�RN 21-9250 DOWNSPOUT STRAPS _ o_ _ TR/M FASTEA/EK S/DEWALL PAAIEL — DOIy/VSPO/�T YP UOW1VSz00Ur RETURN CANOPY NOTE 3efore iay gutter work begins and at the end of each day, the building roof and eave line snould be swept clean of all metal filings and debris to prevent rusting of these particles. UTTER PREPARATION (BEFORE INSTAI_LA-rION) 1. On a level surface, preferably the building slab, assemble gutter in convenient lengths (20' or 30' section) and lap ends a minimum of I". Drill holes through both sections at splice. Fasten together with trim fasteners. 3. Insert end closures in end sections of gutter flush with end of nutter and at- tach with trim fasteners to the back of gutter only. 4• Apply gutter seal to inside edge of all splices, and around all trim fasteners. INSTALLATION PROCEDURE 1. Rais@ first section of gutter into place at eave line and slide gutter end in- side of gable corner 2. Hold gutter in place against bottom of roof panels and attach from top aide of roof panels with L,.� screws at 5"-7"-5" O.C. 3. Complete corner connections by installing trim fasteners 3/8" from end of gable corner trim. Fasteners must go through gutter and end closure. 4. Position remaining sections of gutter and attach to roof panel with LAP screws at 5"-7"-5" O.C. S. Attach gutter supports to top flange of gutter with trim fasteners. Position first support on second major rib of roof panel and continue placing supports every 6'-0 for 12 psf live load and 3'-0 for 20, 30 and 40 psf live load. Do not place a gutter support on a panel sidelap. 6. Align the front edge of the gutter by stretching a line from each end of build- ing along the top front edge of the gutter. If the building length will not allow the use of a string, the gutter will have to be "sighted in." Straighten gutter by moving the gutter supports in or out and attach supports over major rib of roof panel with LAW screws. 7. Splice downspout to required length with a /" minimum lap arliattach with trim fasteners. l a 77, G&7 SfIOULD uOT L/5�D IIJ 10 "G/OAIS OF Ex rREME ICiwQ. — `+ _ REVISIONS BY DATE 2 corzRE TEo 5CRk14 D65CIZIPTION -C 7-!o OKLAHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA siAGc HOMER CITY, PENNSYLVANIA 3 u I l D N G S DU.2A- �20B WALL PA�t/EL BRAWN PAGE No T'° GUTTE�2 DET•4/L.S CHKD �.N z : /2, / /2 ` 4.72 58601.02 %RAN;'4G NO. �X�ES ISSUED /7- !o - 8 Co IZ 4 f II" I P V 2 OF � :I Ra 30Z �Ip; 124:12 Z+ 4_ 30b Z-308 f PA Rp0 EAL 51 PLA�� 5 O R ro 6 ROOF /N.; 74L L AT/ON R EASE s1 SEE oR1 j0pl o /V 35 P UR�ItJ yho III oRf SEAL @ @ I IJ ��PP RSEA� �oRpE AP GRPU�� R0o IN EAI, �OpR NT sE -, OZ--OZ L INSTAL L,4T/ON NOTE DO .JOT WALK ON TAJE LTP 45 IT 15 ,JOT DESIGAJ ED TO SUPPORT A PER50" , 5' PAE1r @ PO sc PP s �lZeof E14DI. DN" iAP r 41" pAEj'AP fJv r+ 00F LTP ROOF JCREk/� 0 FURL /N -� ROOF PANEL STARSEAL SEALANT ENDLAP DETAIL — ROOF PANEL — NOTE DO NOT LEAN LADDER AGAINST WALL LTP FOR J!/PPORT AS DAMAGE AND/OR /N&AIRY MA Y REs!/L r. REVISIONS COlzrzccred sclze _$&PPof ZEE II- 4 21 AYE TRIM LL JICREWs ca ;r'--S" O. C. LL LTP NOTE AIEL D TRIM W.4L L LTP AJ RE4U/RED. LL LTP LL JCREWJ 60 7"-S" O. C. L PANEL .SECTION A -A J7:4RJE4L J44,4 ANT 'A?00F ONL Y . LAP sGKcws P 1'-0 O. c. ROOF '0 WAL L PArvEL .5/22EL.4P DETAIL 1T.4RJEAL JE,4LANT e ROOF ONL Y ROOF LTP 3R AIALL LTP , LTP O/P WALL LTP LA r SG1ZE WS 0 11-0 O. C. OR WALL PANEL \—JUPPoRT ZEE //-SSO JIDELAP DETAIL JTARSEAL SEALANT LAP SCP_0QS 0 ROOF ONLY e Z-O O. C. ROOF LTP OR W.4Lt LTP ROOF LTP OR WALL LTP SUPPORT ZfE //-SSO s/.DEL.4P DETAIL 77717N 777. DATE] R� STAGS MAHUFACTURNG COO OKLAHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA TA Pt HOMER CITY, PENNSYLVANIA e u I Lk"Xkl N G SS GENERAL NOTES 1. The roof LTP is available in sizes to span a 5'-0 nominal opening between two roof purlins or a 10'-0 nominal opening spanning three roof purlins. 2. The wall LTP is available to span a nominal 6'-0 girt opening with a minimum of field trimming. Caution should be taken when locating LTP in the wall as a special length LTP or relocation of standard girts may be required. 3. Roof LTP and wall LTP are available in uniform white with 25% heat transmission and 55% light transmission. 4. Panels above and below the LTP are factory cut to length. Refer to standard purlin spacing drawings on Pages 30.06through3o.o,ofor 112:12; 3 o. 07 for 1 :12; and 30. ,-) 8 for 4:12 buildings for standard location and required length of the LTP. 5. Caution --When installing the LTP, walk -only on the purlins; not on the LTP. 6. .Refer to the LTP lap detail on Page for various lap conditions that may exist when using standard LTP spacing. 4ia t DURA-R/B PANEL DRAWN. PAGE NO s,C,v LICI T4f4NSMl �T/�t/G CHKO. _ 5 9, 0 2.01 ,c. H PA�Il6L (LTP)DE-TA/LS ISSUED DRAWING NO. 6-1-86 PANEL PANEL PANEL �'J 2 LT P I PANEL 3 PANEL 5 PANEL 7 3 4 PANEL 2 PANEL LAYOUT WITH LTP PANEL ENDLAPS AT THE TOP OF LTP ALONG ANT -f — 5 PANEL 4 6 7 LTP PANEL PANEL 1 3 5 4)J ,4 PANEL 2 PANEL LAYOUT WITH LTP NO PANEL ENDLAPS 5EA PNEL PA 510LAPL OF P RNT OOF P SGREv� S�K��J 5E P OF FIOE �(�>'�U0F STAN- �pELA PANEL \ P q; PANED ROOF PANEL ROOF EAL AL s LA1 F ROOF L 5E AP05 TA c R5ERUN I p. E EN6 1 pP OF LTP, N NT O R5EA END PA OF 0T P 5TA 55 ELP AGR 510 DOWN TP OOP PAN Eci � �REWS �A ROol DETAIL 2 STPR 55 E PP 0 DETAIL I ONG AGR N 5i° 1 PL PANEL 6 5GREW5 5E� ANT p R5E OF EX1E ,AN OF SEAT END PANEL 1-P 5TP AP 510EL LTP � T EA11 No EA Of P 6 STAR 55 E P OF pGP51DELA UP EL -�; PAN / LTP Z• PANEL ROOF L 5EA AOF �` \ P 5TAP551DEL EL N / L poor PA AN DETAIL 3 NOTE: DO NOT WALK ON THE LTP AS IT IS NOT DESIGNED TO SUPPORT A PERSON. ZEE OPT 5upp 550 11 —r— PANEL PANEL PANEL 3 8 LT P 5 7 8 PANEL PANEL PANEL 2 4 7 PANEL LAYOUT WITH LTP PANEL ENDLAPS AT THE BOTTOM OF LTP 1 pLANL1P' ALP S D 5E D OP 6 L 5EGPO 5 XTE" 1 EN T \� 5EA N A NEL E " PA5 LAN ` STAR E ROF PA 6 pD SEpP OF ENOLAP PANEL 5TA�GE510EL ROOF pNEL )> ZEE 09 5UP550 5GRE�5 PANEL �.- 5T PA �< T 6 > LA" EXTEoor STP NT I 6 ENO SEA P PNO pL A S�P05�1DEE �pP 000P ANEL OF P DETAIL 4 PANEL PANEL PANEL 8 9 PANEL PANEL 3 II LT P LTP 5 7 7 10 8 PANEL PANEL PANEL PANEL 1 2 4 6 10 PANEL LAYOUT WITH 2 LTPS SIDE BY SIDE PANEL ENDLAPS AT THE BOTTOM OF LTP PANEL ooP �5 PNT R SGRE co 5f c OF f' L P 5TOR5E 51DEL AL-EL. PA I v DETAIL 5 ALONG ANI 5EPDNEL AL r STARI,56 0 PA LIP P SGRE�� 510E PPNEI: ROOF NO ROOF L SE P ANT. P 5EA NOL OF R E P p�WNsjDELA DETAIL 7 00NEL PA REVISIONS l C�'��'�G7EU SCk'L4J pE1CKlPT ANf 5EALAN° Ar STAR 5 AENPL0 DIP AGP51OELP UP LT P� Y� AN 5EALN AOF L1 5TAR55 FLAP AGRO 51D DTP EAD pLAPI OF s N 5 PANEL 6 9 PANEL 7 6 LTP LTP PANEL PANEL 4 5 8 4)10/ 4 PANEL PANEL 2 3 PANEL LAYOUT WITH 2 LTPS SIDE BY SIDE NO PANEL ENDLAPS 6 ROoEV15 G R 5 EpLAN \ STpNGor E50ELpP PANEL <,� EALA FT 6 XTENO END 0 ONE 6' PpjST ROOF .� PANE DETAIL 6 AN, Tp L 5EAP of L STARGE5jDELA ALo" 51�RAGR°55 E SEP P AI -AN SEALNOLp 5TA�55 ENO pGP N 51D 00 PANE OF'Q ZEE 5UP50 11.5 DETAIL 8 ZEE UP5RT 50 i' PANEL 5 PANEL 7 PANEL 9 PANEL II (J)j 2 LT P LT P 4 6 PANEL PANEL 1 8 10 3 10 4 PANEL PANEL 2 3 PANEL LAYOUT WITH 2 LTPS SIDE BY SIDE PANEL ENDLAPS AT THE TOP OF LTP ----�OF 5�REOS P PANEL ,Poo AN 5EA P pNTP• R5EAEND— OF L AGR055j0ELP 0011 DETAIL SGRE�S ALAN ITP- �P SE o STAND 510 FLAP ALo PANEL ROOF NT SEALR055 SEAL N A DEL STAR E RUF PA EN°LAP O PANEL ,Pool ZEE' 5UPP5aT 11,5 DE AIL 10 RUN NT 111-E EAL ODAPAOP ST P EN AG ZEE 5UP550 1 �I to REW5 5 TP T L 5E L R 55 STARE PRFNPAANEL SING AP 0 PANEL gs RooF AGROpP Nf L 5EDL�" sjOEL SEAANO 0 AP BY DATE nRAwN Jt3. STAR MAN Jl lrkICTM[3NG GO. L.H. OKLAHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA HOMER CITY, PENNSYLVANIA CHKD. L.R. sTA Pc DRAWING NO. B u l D I N G S PAO) DURA- RIB PANEL PAGE Nn LIGHT TRANSMITTING 59,03001 PANEL(LTP) LAP ISSUED DETAILS / g6 a, 11 STEP Locating univents at a panel sidelap will reduce the need for field trimming roof panels. While sheeting roof according to standard procedure, leave opening for univent at desired location, Univent MUST NOT be located within 3'-0 of gable. For 1/2:12 roof slope, omit three ridge panels per 10' univent section and use panel lengths as require o-3 n eac�ide of univent. Field cut ridge panel at one end of vent run to provide 10'-0 opening. For 1:12 roof sloes, omit three ridge caps 24-427-00 per 10' univent section For 4:12 roof slo2e, omit three ridge caps 24-442-00 per] 0' univent section Hoist univent crates to a suitable working position on the roof upside down to facilitate field handling and unit prep. S�IQT ,0D,20 0 TQI TI FACE( All univents should be Remove univent from crate. Use bench marks on end cap to field trim for desired roof slopes. Bench marks are for 112:12, 1:12, 2:12, 3:12 and 4:12 roof slopes. Bend end skirt to roof slope and mark four hole locations in end cap. Attach end. skirt to end cap and attach with four trim fasteners (two end skirts are installed on first unit or each single unit). SEP � 6 At- ")� 5TA�4F 0 GE �AA�E� 5 PL �VE SEA�A�EB RR y�A�v��1N yT� 0� �AQSE �ggE Aoo STEP 2 Apply a continuous strip of Starseal Sealant along outside edge of major rib at each end of univent. After attaching panels at each side of opening with roof screws, apply a continuous strip of Starseal Sealant along panels in line with web of purlin. Apply rubber filler strips the full length of the opening on top of Starseal as shown. Before turning vent over, cut shipping tape on pull bar link so hook-up for the pull bar is ready for connection. Then,set first unit into place and align centerline of end skirt with centerline of major rib of roof panel. Caulk is applied between side skirt and end skirt --(CAUTION... Do not block end skirt drainage.) --and also at the base of the end cap and along the top of the rib fillers. Attach side skirts to roof panels at each major rib with roof screws. DO NOT PLACE BODY WEIGHT ON VENT DURING INSTALLATION OF SCREWS AS THIS CAN CREATE A PERMANENT SAG IN EACH VEN . S/DE— F"EL F�PA.�IE S/DE' SK, CAULK ,PDoj= .5'74PSEAL 5Ef74A,!/T— �- of PUiPLrc/ wEI3 ASSUMPTIONS: 1. Chart indicates discharge capacity based on inlet area 2 times that of the univent area except the 0 MPH column is based on equal inlet and ventilator area. 2. Inlets are assumed to be uniformity distributed around the building. 3. Wind is assumed to blow diagonally on l/2 of the inlet openings. DISCHARGE CAPACITY DISCHARGE CAPACITIES BASED ON 10'-0 LENGTH OF UNIVENT WIND VELOCITY 0 MPH 2 MPH 4 MPH 6 MPH 8 MPH it 10 STACK HEIGHT CFM CFM CFM CFM CFM 00 ALL 0 462 924 1386 1848 10 705 981 1160 1561 1962 100 20 997 1261 1513 1702 2144 30 1221 1545 1700 1931 2240 40 1410 1784 1873 2140 2319 10 997 1261 1 1513 1765 2144 200 20 1410 1784 1 1873 2140 2319 30 1727 2185 2294 2622 2731 40 1994 2522 2522'' 2648 3026 10 1221 1545 1700 1931 2240 300 20 1727 2184 2293 2620 2730 30 2115 2675 2675* 2809 3210 40 2442 3089 1 3089* 3243 3398 10 1410 1784 1 1873 2141 2319 400 20 1 1994 2522 2522* 2648 3026 30 2442 3089 3089* 3243 3398 40 2820 3567 3567* 3567* 3745 Value shown is not increased over lower wind values due to temperature effect exceeding wind effect. NOTE: Increased flow may be obtained by locating inlets into prevailing wind. ti................. Inside temperature in degrees Fahrenheit. to- ...............Outside temperature in degree Fahrenheit. CFM................Cubic feet per minute. MPH................Mile per hour. STACK HEIGHT....... Average height in feet between intake (louvers, door, etc.) and outlet (damper). Br�POSC�P�-E,c/ OAMPE� /�c/ OPEN POS°/T/D.C/ J l7AMPE� .� / GUrDE KOD � �� uF'rEaP A�PM O �� Pi�UEL �PUSSE,P FiccE.P ST,PrP 99-for PU.PL/.V D.V � OF N/EI3 CrPO S'S SEC T/OA/ To make continuous run installation, reference Drawing 5`T.5( oinstallation procedure. -E�c/D SK/.PT .20 - 530 D/PECT/DV OF VENT /NSTALLAT/O.I ME�p _CTIOAI OF POLL / YEWT z No VENT 3 eo YEVT STEP A All vents should be placed to have the o erator bar travel or pull in one direction only. ihis is especially important when making continuous run=_ All damper hook-up and operator installation -car performed from above the roof except for cable/ pulley locations at the eave or endwall. yEA5LP STEP B For installation of second unit, use desired roof slope and place Starsea against the next unit. The sealant carry the rain water, but is added i end skirt for trailinq end of unit. STEP C Before turning vent over, cut shippi for the pull bar is ready for tonne( nuts which are used for connection c unit into place within 4" to 6" of i Grasp pull bar link and pull opposii the damper and connect the two unit as shown. The second unit is then n the ends are as close together as p( between side skirt and end skirt--(( drainage.)-- and along the top of tf Rib. Attach side skirts to roof par screws. Repeat Steps B and C for third thro( , ,1d1T I ,1�1-f c�ey2� 9 S'1r4 � °ot)� 06 6 ATo C D � r�j 0E k' OETA/L 1 11 STEP �p]j Install operator peak bar as shown and attach cable to pull bar and thread through a pulley installed on "S" hook of the operator peak bar. Now, run cable down at building centerline on run cable to eave strut and thread through second pulley attached to second "S" hook and then run cable down. to line cleat or winch location. After cable has been installed at desired location, run cable to line cleat or winch. Line cleat should be used when four units or less are placed in a continuous run, but winch may be used if desirable. Winch should be used when five or more units are placed in a continuous run (maximum of 10 units per operator). o`L- 0 r„ 5 o' cAgL'E 9 LIVE- CL EAT Sf1OUL O BE ATT.9CNED TO 60/1-0/1/S COLUMN OP S/.FT wrTN 5-7,gI/O1,91PCJ ld/F1LL SC,0EX05. UP TD 4 7U / TS P�0�1T�4 p �o o�PER OE"TA/L .2 EL0 8 � p/� o K 6 io�jD �o pL) 2 5 { 1 �� �5 I� Sfo�E 9� wiuCN SHOULD BE ATTACHED TO BU/LDIX-16 COLUMN OR G/,PT W17;47' Z-T� N /" eOUA/D 1-1EA0 STOVE BOLTS (SEE DETAIL 3). C9UTiD(/...... w1TN /9 BU/L�IIAIS W17-H F/N/S,yEO W, LL57 A 3,P4CYET WILL �� TD BE USED FOR CLEfJPfINCE OF W/VCfr9f7(/DL� BRACKE .vOT BY STAMP) OETAiL .3 l T , UP TQ O UVI TS 00109_1F/8 /POOP PAX/E'L L s 0AW BUILO1N67 -� z"AJD .eAFTF& —f�u.2L /Al CAA/OPYE,[/D ,eAFTE.e--{ 03-5//-0:/2�3 0 CAL/OPY 03-5i5 - I /A/T F,ef1W'5E 03-5/2 - /2�4'OCAUOPY 03-51& -I:/2 F'QrTE2 03 5/3 -2'/2�5-0 CA)VdPY 03-5/7- A � I SAVE 578UT (SEE SCNE-LIIJLE� t CAA/OPY LaAFTE 2 18-453-2 IT �3-0 CANOPY 18-4I! /.'/2 2) CL/PS Ia-4rjq- i:12 ,f:L GAUQPY CLIP 05 03 OS-039 /g.44+4r 1; /2� { /8 455-2 /11-5_0GA,UOPY CAl{OPY PUPL/U� /8-L+wJ-l:I 77-057-20---BAY 4-0#6=0 C G 77-081-24 '2 34Y CANOPIES 77-082-25 284Y on/LY FASC14 PO.PL/U Z) CLIPS 7T- 51B - ZO; 23A] 05-/29 7T-G// 24 2a1Y ALL CAUDPIES CU05 P 7T-(c/O - 25' 2 BAY F� CL/P 05-039 l (e) CL/PS `NG O� 4 a V ro C2) CLIPS-� 05- /29 2: /� /- I g A �� B EUDwACC STEEL IUT 8AY 20-2, 24'20A' 25-2 SAID SAY F NOTE ; TYP. END BAY Gt/�POST F BEAM./, :iVML/NE It? 4 0`�E oR`INS CAvOP/ES ONLY I!� INT FeANE A T FQAM6 PAFTE,F CALIOPY EUD 2AF7 E- i 03-5//-CS 3-0 CAUOPY 03 -5/5 - 4.10 CANOPY j I 03-3/4,-/:/2 /21 5' O CANOPY A 4­1 03-317- EAVE STOUT EXT. (SEE SCHEDULE) 04-438 CAL/OPY eAFTEe 18'�%3 :12 3=0 CANOPY j l8 41v3-1:/2r CLIP05-039- 2) CL/PS 4=0 C4/10PY. 5-039 12 }-5 0 CAL70PY Avg'/:/2 C-4VOPY PUEZ It/ 77-525-20-PSAY 4�OES-'o 77-8/9-24-2 BAY �CANOP/ES FASC/APVQL/Uj77-817-?6'08AYOAL L/P$77-5/6-eD-?8AY 8 CLIP— ' 05-/2t-41 --t 9 77-(vI/-?4-2BAY�AES OS-/29 77-/eIO- e5=2 8AY B I I ZWDINALL STEEL L/UE 2-/g l l6 is 4jf� 1UT. BAY / 9 LO Ot' 24-0 EUD 8AY /- 2 ---�- -- p* � lam♦ F --CLI)o 05-039 OS-/29 x k U TYP. END BAY Gt/PAIT. F,PAME,, SLIM I IE MAIN BU/LDI1V47 3 O O ✓eZ/VAA/G7 1- ¢ ENO YAFTE P '�U.eL/AJ EXT? G 0 OVE.ef1AA/!7 �2L4 77-/30C�3=00.N./ /L 77-133 (LCo-D O. H. V CAA)OPY EUD PAFTEP :12 3 L 0 CAA/OPY IA/7. F.2AAfe 0.3-51.5 - 1 : 12� ?.4F7',c'.e 03-5/2 z:/2L 4 D CA(/OPY 03- 51l0 - 1 : 121 03 5/3 cr:/2L 5-D CAA/OPY 03-5/7- Ins `-CLIP 05-03 EAVE .5TeUT EXT. 04-¢30 P 3-0 a H. 04-433 OD6 O O.N. H CLIP CLIP 05-039 y 05-Oj9 r PU2LIU EXT. I77-065 (C- 3'0 O.h! 77-00,1 �_D (o'O QN. C4'L) C 6'0 CANOPIES ) —CLIP OS 039—� 0 h � V FASCIA PU2L/,U PUIPL/,U EXT. 77- 5/8 - 20 = 2 $AY 7T-/30 @ 3 O O. N. M 77- 1// - 24-2 BAY ALL CAu00iES 77-/33 �' O OH. 77 -G/O - 25- 2 SAY CG/P OS/29 CLIP OS /29 3LO O(/E,ZNAUb I 2-/g ii —� f- 2_4 5'-10 10=0 OVEeHAUC7 /LJT 8AY 20-23 24'2 0225-2EA/D BAY NOM/UAL OVEICNAtIC7 D A I F C A VE 5T.00T 1—EA (SEE SC/ItZ7ULE) CAAIOPY eA FT6.0 18-4�Z-�:/2 CANOPY �Y.t2C/LJ /8 (>- / : /2 3!O 77-057-9V 2 &AYI 4-Of5=0 J:J-e 4 O 77-0e1-24-Z $AY r -AAfOPES /0 4 { - / : /2 77-002-25-9 SAYJJ ovcy CLIP OS-039 /82 �5 0 C Z eA'OWALL 3i'El:-L. LINE Tvo rl in A A w/,ova sr iRnm -S/ /ML vjF_ i CABI E OVERHAAIC7 t —� CAAIOPY PUeUAI 77525-ct0-2BAY 4=0s5�0 8 Y�GANOP/E ' PU2L/AJ /,vT FRAVE CAFTE.e IIVT FeAME PAFTE,2 - HEAVE STOUT 1 (SEE SCHEDULE) - GAUOPY 9AFTEC 18 L153 - g : /2 L 3 _0 CAL/OPY 18t3L�-I /2J 1 1 EAIDWALL STEEL L/UE CLIP OS-03 9 � � " I F� �PU.eL1v EXTEUS/OU-/ 77-130 -3LO 0✓FeHAUG 77-133 - Ca-0 OVEL'HAL/G CANOPY E ID 2AFTE2 03-5// - /2 3C0 L:AUOPY 03-,' 03-51Z-z:/24_OCAUOPY 03-6lea - / : 101 03%5/3 - g . /2l5'0 CAAILUPY 03-317 - -AVE STZUT EXTEUS/OA! `04-435 - 3'--O OV-CZYAUC7 04 -44 P - G'-O OVEL'HAUC7 77 / 9 24 2 SA 4 -O CA UOPY 77-817-e5'28AY ONLY (2) CL./Ps OS-12`i /A/T $AY 5=0 CAVOPY CUP 05-039 R / : /2 as- 039 I ANOPY PURL/A/ 4_O 6-0 77-056 3-00vERHA1I AloPI65 �t V 77-062 -6-'0 OVERHANG ONLY ^ FASCIA P61OUAJ 77-518 - eO ' 2 BAY FASCIA PU2LGU EXT. 77-6/l - 24-2 BAY�CAL/OP/ES 77-130-3-0 OVEeNA,Ul7 CL/P B 77-600 - 25''-2 L3AY 77-/33- l0 0 OVEA'HAUIa 05 /29 CLIP OS -I?'? 1'4 2'-/O 3-0 OVerRAt&'7 2' 41 /a B 2 = 4 5 - /O <v'-0 QVEeNAUl7 /4 �J /9 LO/ 23'0, Oe 24'O EA/D 8AY I Z UOM/f/AL O✓E?HAUh p � ?- C G F U E.VOWAL L STEEL L /NE TYP. EAID BAY W//IUT. FeAME 5L/ML/ , CABLE O!/E,QHA�t/C� PUA?G /A/ /N7" FRAME RAFTE.� InIT. FRAME i 2AFTE.e ! Q EAVE S7 eUT (SEE SCHEDULE — CANOPY 04FrFe 18-A53-z:/e 3,0 /8-4L,3 - / :12r (2)CL/PS o5-039 - /8-4ra4- 2;/2�4-0 (2) CC/PS OS 039� 18-Af4: j2 /8-455 g:/2�5=0 CANOPY PURL/N I C C 77--,; ?L Co BAY I o{t !O 77 8/7 - 24'-0 BAY CAA/OP/ES � 77-8/6 - Z5=0 BAY ONLY —FASCIA PU2L/U 77-5/8-e0'o3AY [L61 77-61/ -24-0SAY ALL CAUOP/ES9 77-G10 - 25� 0 BAY B OS /29 / - /8 1-4 A� B /'/a 2o' 24 'o, O.e 25 -o /UT. BAY D D TYP? INT) R/OR BAY .WITH SL/MUNE �? REVISIONS BY DATI OKLAHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA STAR HOMER CITY, PENNSYLVANIA e U I Lj D N S S SAVE STIF&T SCHEDULE BAY /24tL.L. 20'dLL. 3OJZ.L. 40#L.L. /s-D 04-405 04-405 04-405 04-415 20-0 04-4 04 04-404 o4 -404 04 -414 Z3-0 04-4o3 04-403 04-4.,3 24-0 04-402 04-402 04-412 25'0 04401 04-401 o4-411 NOTES 1. Refer to Dr-awinq o.oL for sections at slimline canopy details at struc- tural frame and Drawing e o-c 7 for section at slimline canopy details at post and bo'am endwall. 2. On a building with a canopy requiring northern region screw spacing, use the following special sidelap screw spacinq: Fascia purlin to eave strut (main building) @ 6" O.C. Eave strut to first purlin (main building) @ l'-0 O.C. First purlin to peak of buildinq @ 2'-0 O.C. S/Il/lLE SAVAI W4ZL SYSTEM -PAWN PAGE NO I. C. Cox SL JML lAIE CWIOPY 60, 0s. V 1 LES DRAWING NO FRAIM6 PIAR/S ISSUED��� a w CAA/oFY P, IeQ 11V 3 An c /Es om Y) /; l2 POOP SCEEWS /'- 3,� e 6t7-5'0,C. EOOF SCREW 3 /v �- E41BBE2 FILLER 57P/P � - ROOF SCREW G) l - C.1,UOPY 2WFrEZ CTL/TTez SL/PPvz7- \ 221 II / / EACH 6C/TTEL `z;Rp9er / E ` - �I EDOF PAL/EL SOUS SOOF SCEEWS 6) 5" 7'-- 5"O.C. TRIM F79STENER (L� i C I EACH 607rEE' SUPPt�PT I I i C�UTTEE7. z/-Ins c/o=2) (SEIF DOWNSPOUT OPEN NG OErA/L I I F-F -�` TRIM FASTENER '- I j O 02=0 O.C. TiP/M FASTF/✓E.F' � 4U7-TE,e TRIM - `loo E 7 METAL RIB FILL ER ATTACHED W%TRIM FfISTEVER P /20 0. C. EL7a� w' 21-249 TEiM FA�T�/c c E FIELD Cur TO Fir - - SOPP/T SCREWS SLOPE OF CeUTTPR (� EQ/r/) DOIN/t/SFOUT STRAP\ - Liown SFovT QETUi2V T7P//"' FAFT EtiE/' - AJOM/,uAL CAVOPY DIMEUS/OAJ + l� A A SEC. T/OA/ - RUBBER FILLER Sre/P 9y_�oo 61 B� EOOF SCREl.VS C'S-T=S-O.C. I t I F� FASC/A TRIM � J \ � $OFF/T, PALER METAL r/5 F/LLErn 4 -// 11-248 ATTACHED w` CLIP (2) 05-/29 TRIM FASTENER C='' l'0 O.C. SOFFir SCPEwS FASCIA PUE.'LIAJ 54CCTI0u B -B WTH f-ASCIA TRIM f SOFFIT 200E SCEEwS - r`- - (2) LAP SC+'EWS rUTTEE.' SUPPOCT -� 1 38 /' /2 �Q EACNC,U7TEC SUPPORT 21-176 22 TJPU^i FASTENER e--\ / I I - (6) Z 0 X l4 50LTS EACH 4LJTTEE / SUPP0.2T �� _- ! - 05- /29 TRIM F'',9ST6,VE CUTTEE' C "Irr.CQ TR/M STEEL L/NE ,POOP PANEL LAP SCREWS �}LLL���JJJ ZOOF SCEEWS P 2- 0 47. C. SUPPORT ZEE lu //-.� I In (/D = 2) (4) E0X/a .80LT$ _ EAVE TRIM // 500 30`Pmz?r ZE£ //-550 - (CU:r FOZ TOP 0 30TTOM) FOR DURA-)RIB EAVE TRIM / / - 227 TR//H F'RSTENER e /=0 O. C. LFOR SfarMark I / ' r (2) T} x / N. S BOLTS III L f+ 1- SCREWS 2 1- 249 (e) 34 l� fi. S. '6&rs �upnORT EE �-%�-- - CL/P 05-/29 / SOFFI T )=X EL J SOFF/r sez5ws N / "O Q C- SECTION D-D WITH SOFFIT WHEN CAA/OPY STOPS /,VTER/OR FRAME STEEL L/A/E 2 ,eOOF RAVEL \ �@5S7'-5"O.C. v<rLc' Te, €i0 CARE MUST BE TAKEN /IJ FIELD - - ; 2 TR/MMI j OF pYALL PANEL AROUND /3 �/O FRAME RAFTER To REDL.rE AMOUNT OF CALJIA'/A/4 REpU/RED (�,ABLELbR.I/Ee //-5/B) STL*, 5TA4 OP SA;fS4 CQLUM/V i//OAYA/ S e 4 , S,ej " OR sAfr4 Co[unrA/ SIAI/L.AR !o �E'GbF S ce6 w5 L� 5-7=5'�O. C. -AAJEL PIS" FVEL CAL/OPY t _ . _ L SECT/OAJ B -S WITHOUT FASCIA TRIM 4 L rEe OR SOFFIT n A1f7N0{/T SOFFIT EAVE TRIM OR STe/PS CLIP OS-/?9 TiPiM FN57-E/VER Cv/-0 0• C. , �4) z X /4 BOLTS $ACK-UP TRIM ATTACN TO F 4446 wl, vi0 FA�fENEFRS O /'-O O.C. //-328 (/6'-2) SECTION D-D �.1//TfioUT SOFFIT WHEA/ CANOPY STOPS c /A/TER/OR FRAME FASC/A PUZL/Ll ROOF PA UEL � r- PG1oF SCREWS 00 6- 7 5'O.C. J3 IVAL L nAVEL r C F/EL D TR rM SA=F7T SUPPORT I FLASH i i ��' F ARO!/NO .eAA7- be) .C/P(2)O5 /P9 METAL RIB FILLER TRIM FAS7E/VER C II-228 - StarA4arkl -4- F 11- 248 - DURA- RIB 'V /Lo a C- ru,nrni r�.crco (G�gBOLTS--� �CCIR(e)05-039 'Uet JL' SECT / O N C - C BACK of �- TRIM FASTENER aUTTEP - Or 2 =o O.G SECT1041 B -B `v Y REV,SIONS WITH 4L/TTEA' f,WMNOUr SD/FIT I COP K 7 �P�EDR/Ll 3B q6 HOLE ANC _8 .a FIELD CUT 'X"A5 5,40IPV / A Np BEND T,a B5 DO ,-J, DOWNSPOUT OPEN/NG DETAIL S4FC7/0A/ E-E WITH SOFFIT SECT/O/V 5-If EAVE TAP/M OA.IITTEG FOR CLARITY ,eOOF SCet-&S LQ5-7-5 O.C. NA" PANEL- CF/ELD TP/M A,RD(INO ,RAFTER) ERECTION PROCEDURES I. GENERAL PROCEDURES 1. Erect eave strut of the main building including eave strut extensions, if any, before starting to erect the slimline canopy or gable. overhang. 2. For gable overhang, attach purlin extensions to the main building purlins. 3. Erect canopy or overhang end rafters as shown in Section F-F, Page m &-' 7 . 4. Erect remaining canopy purlin extensions. 5. Erect all sidewall panels, eave trim and endwall panels to the main building. Fielc cut corner panel to fit around end rafter. Field cut endwall panels to fit around purlin extensions (see Section F-F, Page m '.' , ). 6. Attach canopy rafters to main building frame with H.S. bolts as called for in Section. A -A. Note... Top flange of rafter is above top of eave strut. 7. Attach fascia purlins and intermediate purlins to canopy rafters. 8. Attach roof panel according to standard procedure. Note... Do not lap panels at eave strut, but extend panel uphill to the first purlin. 9. Apply pigtail of Starseal Sealant at sidelao of roof panel (refer to Pages 3e�._.; and 30,�'- for roof screw spacing and roof panel layout). II. FOR CANOPY AND OVERHANG WITH SOFFIT AND GUTTER Follow Steps #1 through 19. 10. Attach Soffit Support Flash If-13S (Io'-2) and Metal Rib Filler 11-228 or 11-248 to sidewall panels with trim fasteners at V-0 O.C. 12. Beginning at outside edge of extension, attach overhang soffit panels to purlin extnv-I lions. Be sure major rib of soffit panel lines uo with the major rib of the roof panel. Field cut width of soffit panel as required. NOTE --The soffit panel should not be cut to width for its entire length, but only to the corner of the building. 13. Install canopy soffit panels inside gutter trim and attach to soffit support flash with screws at l'-0 O.C. in the flat of the panel. Attach panel to fascia and inter- mediate purlins with screws at l'-0 O.C. 14. Hold Metal Rib Filler 11-248 in place at gutter trim and attach with trim fasteners at 1'-0 O.C. 15. Hold gutter against gutter trim and against underneath side of roof panels and attach to roof Panels with screws 5"-7"-5" O.C. 16. Align outside of gutter and attach to gutter support with trim fasteners. 17. Attach supportzees to short leg of both roof panel and soffit panels (see Section D-D). 18. Attach gable corner to gable trim and attach gable trim to roof panels with screws at 2'-0 D.C. and to the soffit panels with trim fasteners at l'-0 O.C. Lap canopy gable trim and main building gable trim I". 19. Slide gutter inside gable corner and attach with trim fasteners. III. FOR CANOPY AND OVERHANG WITH SOFFIT AND FASCIA TRIM Follow Steps #1 through #10 and 113. 21. Install soffit panels inside fascia trim pnd attach to soffit support flash with screws at 1'-0 O.C. in the flat of the panel. 22. Attach Metal Rib Fi11Er 11-248 to fascia trim with trim fasteners at 1'-0 O.C. Follow Steps 418 and #19. IV. FOR CANOPY WITHOUT SOFFIT AND OVERHANG WITH SOFFIT Follow Steps #1 through #9. Steps #10 through #22 pertain to canopies and overhangs with soffit. Follow Steps #18 and #19. ,RUBBER PLU4 99-4,O2 7/l1M FAoTCNEK REQU/,ErD FOR CANOPILS WITHOUT SOFFIT SOFFIT FLAS.-; //-136 (/0'-2) r-ROOF PANEL F/ -L I CA No 1 AFTER 1 4 m I I I METAL R/5 G/LGE.E' //- 248 - D///'A-,Cle //- 2 zl� SOFFIT PANEL -1 1' SOFFIT SCREWS - c /'-O 0. C. _ WALL TRIM FASTENERS_/ T @ I'-O o.c, SECTION F- F ,PUBBE,e PLUG 99-� .eEQU/kE0 FO.P C/1�tLOP/ES ,W1T1-1O!/7_ SOFT/T SECTION E -E w/rH011l _TOFFJT 8r ! DOTE 5r 4-ao 1�Q �ila[`��MTaC�`I�MG�30f�Jv COO OKLAHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA s'rA HOMER CITY, PENNSYLVANIA 8 u I D i N G 5 SIIUC'L E SX//v WAC[ SYSTEM SLIM LIN E CANOPY PAGE "C HKo tEs DETAILS AT 60006,01 STRUCTURAL DR°wrrG "C FRAME iSsuE�6 OI -g ld i u .tOOF SCLEWS� 5-7=5•O•C. 6urTEe srJPPOLT 2/-r76� @ E4CN GU sTTE.e� uPPo,eT- GaTTEe r/-VIVO 3 (5=/) lMGS(/tl=R) T)?/M FASTEA/ERS C,UTTEL TRIM METAL Ar/d F/LLEX 248�; ATTACH Iv/TRIM FASTENERS Cm- 1=o D.C. RaaF scrEWs "LOOP PAUEL — r-- it CUP o5-/Z9 O II ,I O :1 FASCIA POZZIA.1 INS/DE RUBBER CLOSU.FE 5rZIR 99-400 LAUOPY El1D RAFTER (4) 0X/425&7-5 _ - rid -- .� I ci J__; t T I L��� _ CL/P 0S-039 I / I c CLIP 05�2 9 ( I C) I Q SOlc;r/r SOFFIT SVPPORr FIASH //-I_5 C/o- 2) � SOFFIT SCREIVS METAL RIB FUlf:R --1 /=0 C•C. II-228 - SLarklark I I I II-248- DURA- RIB I STEEL ZMAC SECT/O/(I F- F @P -0 a0.c. Sue" T ZEE //-550 GABLE TRIM 514C5=/) CLIP 05-03. ?_)CONRIECT/O,U C//AVIUR S El1DNHL L CaM EL COLD HL/ SL/ML/A/E CANOPY STEfL L/,Uto I .2o0F SCREWS ['Pr,7 SCREWS FASCIA PURL !4) t ! x /� BOL FS SOFFIT PANEL7:7_7 / 4 \ SUPPORT ZEE s �F/T SCREWS —' TRIM FASrE,VERS dR /,-o or. 9ECTIOAl 0 -G (WITH SOFFIT J 4BLE4PVER14ANy STEEL LINE LIP SCREIY9 SL [D e=0 a C. ZC&� PAA/EL \ sawtacr ZEE � ooF 9CtEw1 � \ .- �ir-sso (10=:•) I) J (o CID - �1rE� GUTTER 11 -12 TRIM CIS SOfiFI ` OUTb 1 b ETA EAVE�'� R T E II.24 RIg EEC � -T54PP0eT ZEE I1-550 (/O L e) r - - (4) j" X hl BOLTS 0 6�ABLE TRIM - /4 C s'-/; LIJJ—' CLIP O5-/P9 SUPPORT ZEE 11-550(/0=2) (�'F? PANEL FIELD CUT) TRIM FASTENERS ,SOFFIT 5C2EW5 � @ / -0 O.C. C. SECTIOu K-k (WITH SOFFIT) /A.1L/A/E CAVOPYSTEEL LUJE z ,ROOF PAL/EL LPP SCREWS @ 2 =o O. C POOP SC " 0. CI @5=7-5 O.C. I - - - - - - - 4A&I, TRIM SUPPORT ZEE oil// //-5/3 00-2) i � I 6A&C TRIM / ------ LO I� 4�1Oz/�Gocrs /1-5/3 C/O'-2) FASCIA PUPL/U CGx/T/AAI/OUB BEAD OF CAULK E4VE TRIM /1-22 WALL- SCgEWS(a 7�' S" O. C. SLJP>oOPT FLASH — I l - hO 344 : Ir � 1:12) -- ---- FASCIA - PUeL/AJ I - — — - 1-- — — ��--SUPP0,2T ZEE "--TRIM FASTENERS /=0 0. c. CLIP 05-/29J / TRIM FASTENERS (4) z �� X l 80GTS @ l - O O. C. SECTIOAl Q -c 4 (WITHOUT SOFF1 T) SEC T 1 ON K-K TAOF 9CREIwS ROOF SCREWB (WITHOUT SOFFIT ) e :5 7"-5' 0. if C�5 -7 -5 O.C. C4W7'1C/0005 8EAZ � POOP PA[JEL \ �—LOOF PAUE[. OF CAULK 54r /T FX416L \_ METAL P/6 1r)UcCZ 4TTA4CWeD W/ TR I M FASTENERS L' 1=o D.C. SEM0/U (WITS STarMetKl) EAVE TP/M //-Soo WALL SCREWS@ — 5=7=5" O.C. 9070PORT FLASH SOAP/T PA.UEC // A'/34 ( : / 2 /: / 2) METAL e18 PILLED 1I- 248 ATTAC//ED W / TR I M FA57EAIERS ®1-0 O.C. SECTIO/(J H-H (WITH Dl/2A-P/B) C�Ut rEe S��Po,¢r 1�B Zl, � PAVCL lll --PRIM fD) C? Rt4 I(- H%S \ IOb-OPT, EN �1 I CO CTRIM F II_ZO 114Is LrrND IZ FAgT� R 6p C4 R�Rb j F^'eRs o'r. FNb� ; 12 ENo ST o GQ%LS18 �� t BRIM EAVE 6,4& E CLOSl1RE (W/TH $OFF/T t,UTTE.e ) of PpNE� QO KtV� FIELD Te1A# FN,D S7>7P r�gZEN �X 11_ TO F/T FASC/A Rz1,&/A/ ��O STOP �'�8 EAVE CABLE CL OSUQE g. E TQ�� (WITHoar SOFFIT EAVEFASC/ATR/M,,oe6,L/TTEe) EAV E EAVE Srq�T STPur ( CLIP OS 39 TF Flu CL pll CLIP R^SCIA p Tea rJO'II /5 11-634 OPP. 1115 SrRI P EAVE CABLE CL05URE (WITH SOFF/T EANE FASCIA TA/M GABLE TRA/USITIOAJ _ FAST O CLIP o3.o.S Ee F,vv $t v •) cj 049 _ - CLIP p5. uor r p CA L j C p5-1f� .r+ SL IMLWE CAVOPY E 6ABLE OYaHA,IIG ✓UUCTIO/V Note Refer to Page 6o,05 for purl in extension, eave strut extension and canopy end rafter part number. SGUGLE SKIN WALL SYSTEM Cie 05_a5 i �a�F pAUEL �� CaAS/¢ (5,2) !l-P/40 AS ENERS �I MEN D) COPA QN�R �� R TR ►1 EIgcTOil"S�b Eyp ST g�E o� M FASrEN'RS^IbLE 1RIM RU�LIN EXf EMI p� 4 CA UL K EAVE TRIM DOFF/T J!/PPORT //-K/34 C 2 : /,2 EAVE TR/AN/ //-227 — ROOF .SCREWY F_-D S 7 "=S 0 C ROOF RANEL EAVE STRUT EXTEhNY/ON �JOfF/T PANEL �--METAL RIB F/LLER //-246 - Tie/M FASTE,VE,Q Cv /= D o. c EAVE TR//V/ .SECT/ON FOR DURA- R/B WALL PANEL -I G JoFFIT JUPRORF� /1-A'/34 (' :/1 /%/2) //-A'4 70 !4 r/1> ROOF JCREWJ S ' 7 '�S O. C / ROOF PANEL -EAVE JTRUT EXTENSION WALL JCREWJ �D O "6 0. C. r—)OFF/T PANEL METAL RIB FILLER ✓/-148 — Te/M x49761lee EAVE 7-11?IIW -SECT/ON FOR T i✓ALL P,q.VEL S I 3; GUTTER .SUPRO147 2/-/7B -\ R OOF SCREW @ S =7 "=S " O. C. r.P/M FA3TEA16AC @ EACN GU77 SUPP02T GUTTER 1/-/63 C5 21-/65 </0=.721 2//74<5 =/4:/2 .2/ /73 </O':?) /NJ/DE RUBBER CLOJURE JTR/P 99 - 600 ROOF JCRE{✓1 @ S 7 =S " O. C TWO Lit P SCREW) EACH GUTTER SUPPORT -EAVE JTRUT EXTENSION TRIr t FA`�� NETS G ;5=o o,G, SOfF/T SUPPORT DOFF/T PANEL METAL RIB FILLER //-24 B //-1r4 76 C4=/IJ T,e/M FASTEA/E,e @ /-'0 o.0 EAVE GUT TER .JECT/ON ALL SINGLE-SK/N WALL PAiVELJ ROOF .SCREWS / t 0 O. C. TE/M FA97- (/CE e 2' 0 o .c . METAL R/B FILLER //-249 EAVE BOX TRIM < 5 ' ITI_ ./1 /:12 //-/2 7 1'70 t2> //-462 <5 t /)4=/1 //-463 </O=.J T�e/M FASTEUEe @ /"O o.C. DOFF/T .SUPPORT //-{</34 (2 /1 r /: / 2 ) //-/<47014: /?J /NJ/OE RUBBER CLOJURE 6 JTR//' 9 9 - 6 00 /—ROOF SCREWY @ .5"7'=S 0 C i--ROOF PANEL —EAVE JTRUT EXTENJ/OIV - "r21 M G AST E f7`> a 2=0 O,G DOFF/T PANEL -METAL RIB F/LLER //-246 T,ellW FASTE,IIE.P @ /= O o.C. EA {iE BOX TR /iN .JECT/O/V ALL S/NGL E .SK/N WALL PANE"� 1-- ENOWAL L JTEEL LINE 1 =4 6 `O OVERHANG 1 3�- O OVERHANG S r�N w,� tg, E JH a kr L r-i P JCRE H/J @ 2 ' 0 0. C —� N r— PURL /N EX TEN100N ROOF JTARJEAL - / --1 TAL AN r ROOF _SCREWY (9 /" O O C— / SE A L A N T PANEL JEALANT \ ALONG EACH PUi4LIN GABLE TRIM K //-S/4 rs ' /> % - -'— —_—__----!/PPOR/T ZEEO, I _ -------4---------- —ENO BAY PURL/N SOFF/T PANEL J re/M FASTEL/E2 / TE/M F4STEc/E2 ENO RAFTER LR 6—V /-0 o.C. o. YOFf/T FLASH SOFF/T JCRE/✓J C� / `O O.C. // - 3 Z 9 C/a ' Z) ALONG EACH PURL /N F/ELO NOTCH 41i4LL PANEL AJ REO O � PURL /N E,Y7-J-N ON 4774CII METAL e/B F/LLfP W/T,V T,e/M 1'497,EX16R9 0/-Oo.c. PO1T 0' BEAM Z-NDk/AZL SECT/ON 1 '- 4 ROOF JTARIEAL PANEL .SEALANT I i i —END BAY RA�f'E ANGL E PU.S L /N O 5 703 A_rTlkcil V/ t�;r(rUC" iU pA IL RAFTEi4— !�('_LEIIIIIIIIINIM F/EL D NOTC"/_/ 414LL PANEL AJ REO D @PURL /N EXTEND/ON — ENOWAL L JTEEL L /NE 6 '-O OVERHANG 3-'0 OVERHANG 1 ROOF )CREWS @ / =O O C I �AL ONG EACH PURL/IV / I-RURL/N EXTENJ/oN I II II OiI II l ,I -.SOFF/T PANEL L-.SOFF/T JCREWJ LIQ / t O O. C ALONG EACH PURL /N 72/M Y'49764/6e @ /-0 a.c . SOFFIT FLASH //-329 \-4774CH METAL E19 c-&16e W17-1/ T,2/M FASTENE,eS @ I=O a.c . ` 248 (f2: /2 f _L1941Ae4 CZ:/2 INTERIOR FRAME END WA L L "Cr/ON REVISIONS 1RIM �T E��E E 5TR AV 'ON 1 Elf o 1R� c E�JE PNE� FP Rpp b > 70 EX,t / stRJ I PANE SUPpCR1 M eT I1,z48 R16 F Ill E EC SRN �P Bar 30TFCI '., CORNER BOX E 0'6 o lA'• PULLE1) TO SHOW TAB NOTES cur ON -NEf? DET/.J/L I. After following standard Procedures to attach end bay purlins and eave struts, attach purlin and eave strut extensions. The r - Purlin extensiol, must be underneath the end bav purlin at the end frame. 2. Attach eave trim and soffit support to the eave strut ex- tension. 3. Follow standard procedure to attach roof panels. Care should be taken to insure correct position of the end major corruga- tion. EAVE -JTRUT— EAVE .JTRUT EXTEND/DrV 4. Begin at outside edge of extension and attach soffit panels working toward endwall. (Major corrugation at end of soffit panel must be directly under major corrugation of roof panel.) 5. Cut soffit panels as required at endwall and attach soffit C= panels to the soffit support and metal rib filler with trim fasteners. Note --If the gable overhang is -used with a slimline canopy on the sidewall, the soffit panel should not be cut I FOR FRAME /N END/r,4LI for its entire length, but only down to the corner of the building: / 94 I54 FOR POJT €BEAM ENOWALL + l 6. Attach soffit flash and metal rib fillers to endwall panel !: and soffit panel with trim fasteners. / -1 1'?�^ ENOWA L L STEEL L/NE '. Attach gable trim to soffit panel with trim fasteners. 8. Lap gable trim over corner box 1' tach with trim �E STRUT EXTEN.S/ON DETA/L fasteners. _ 9. Refer to Page I ffPanel In la ion Details, and Pages a, thHo6gh for ;,, sheeting layouts. 10.,,.-,,R or to Page for use of gable overhang in conjunction ^� with slimline canopy. BY I DATE S TAR:' n �l�Jf�U�'aC�TM�Of►`�C� CEO OKL AHOMA CITY , OKLAHOMA CEDARTOWN , GEORGIA A HOMER CITY, PENNSYLVANIA e u I D i N e s na DURA-RIB SOFf/T PANEL -Sl`VOGLE SOVAI WALL SYSTEM OROWh V PaGE NQ 411 GABLE OVERHANG cMK f� INSTALLATION 60, 08. 2 DRAWING NO. DETAILS ISSUED I