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Airport Authority Bldg 415 PlansPoi 4 Report: 7362-79 Accepted: 5-1-7 9 IM Expires: 5-1-81 . 900 MONTCLAIR ROAD BIRMINGHAM, ALABAMA 35213 "THE STANDARD CODES" REPORT OF THE COMMITTEE ON RESEARCH AND COMPLIANCE ON PREFABRICATED STEEL BUILDINGS SUBMITTED BY NATIONAL STEEL PRODUCTS COMPANY POST OFFICE BOX 40496 HOUSTON, TEXAS 77040 The Committee on Research and Compliance has reviewed the.data submitted for re-evaluation of this compliance report with the Standard Building Code -and sub- mits the following. PRODUCT TRADE NAME Crestway (QF), Stranmaster (SM), Horizon-(H-S), Horizon Modular (HSM),._- Low Roof (LR), Low Roof Modular (LRM), Stranmart (STM), Rigid Frame (RF) PERFORMANCE OF PRODUCT FOR WHICH EVALUATION IS REQUESTED Structural. USES National Steel Products Company's prefabricated steel buildings are classified as unprotected type IV construction and may be used for any occupancy allowed by Table 400. DESCRIPTION National Steel -Products Company's buildings -are pre-engineered, factory fabri- cated, steel rigid frame structures, having roof slopes -of less. than 30 degrees, eave heights up to 32 feet. These structures are available in the following widths; Crestway (QF) 20'-70'; Stranmaster (SM) 20'-60'; Horizon (HS) 40'-80'; Horizon Modular-(HSM) 80'-240'; Low Roof..;(LR)-40'-150'; Low Roof Modular (LRM) 70'-360'; Stranmart (STM) 40'-120'; and Rigid Frame (RF) 120' only. The following bay widths are available; (QF) and (SM) 16', 20', 25'; (HS) and.(HSM) 20', 25', 30', 401; (LR), (LRM), (STM) and (RF) 20', 25.'...,Width extensions of 20' thru 48'. These structures are designed for a minimum' -wind -design -load of 80 mph (16 psf) to 110 mph (31 psf) and roof design live load from 12 psf depending on the roof slope and tributary areas. Higher wind load or live load area structures are available with -special design. A. SM - OF - LR (UM) ;c, RF 3uilclin_L: T IlAn -r VD 17 ( 1 Q 7AT A 11 T T 7M t-lt' -WIN B-A -y SP:\CINGS _M 7P H.-:: P S F 16 ,2,0 ­' ?5 80 16. L 2 90 21 100 2 4 *Standard for SM-QF Buildings B. HS (HSM) & STM Buildings: LOAD— TYPE -....(19 6.8), TABLE WIND LOAD BAY SPACINGS M P H P S I- F 20' !25d' 30'*-k 1 401 'j_ rr'. - : Vi8�0 5- _5 -4 J- 100 26 M J 1.i a Spe, jal desgD requited. Standard for HS (HSM) Buildings The primary-, XtAp5veSa_e f:r es-c nsipt--of,.shop..-,Kel.ded,.,ap4 field bolted columns tlRqv.e#,�s.,. The.purlins,.girts, sidqin and 'roofing and rafters ri idly,- cp�c�Xed at ­ g I 9 are light gauge, p,91d, f ormed, struct,�ral-:, steel shapes, Frames tor.,widths greater than 150' are supported by interior I tubular columns. Frames for -widths,less than 150' may be clear span or may have interior columns. SUBSTANTIATING DATA 1. Descriptive literature, and specifications " 2. Drawings. andAesign calculations, ..Ty_p.P_.,_SM and QF v r 3. Drawings and design _calculations.,,,_.,.Ty.pe_.. LR Buildings 7­jj�_' 4. Drawings and design calcul.ation-s.,.,Typq,.,,RF_ Buildings '--`-".2 �' - "_- E i i i , i 5. Drawings and design calculations,'Type HS' Buildings 6. Drawings '- i'and sign de s c aicuations,-:Type "STM" Buildings 7. -, 7. General design criteria inc,ludihg­60mputer program guide REFERENCES TO THE ST.-.ANDAR!,)k, BUILDINC QODr 1979 Edition Section 103.6 A 1 t e rn ate .-",I at ex i a 18 & Alternate Meth,ods o , f _-Co ns;f r o r t i o n Section 1203.1 Floor Live -Loads Section 1203.7 Roof Live Loads. Section 1205 Wind Loads,,'-,-',--, Section 1302 Footing ' s & 1--otind;itions Chapter XV Steel Construction 2 rl:COMMENDaTIONS _ The Committee on Research .ansl.C.t2mp�lance in review of the data submitted finds that, in their opinion, Prefabreated__Steea Buildingst conform with. or are suitable alternates to that specified inthe_Standard Building, Code or Supplements thereto. The Committee recommends -that -Pref-aisri-cate.d Sf-e&S Buildings be 'accepted by the building of f ici al or other aut-ho-rrty--hav -ng -IirF- -sd--ict-on'=provided the _conditions set forth in this report and in ;the---Standarrd' E-odes AT-e7- observed--and-..the. 'product is in- stalled in compliance with th-e--r-equi-reme -is•-herein'-a-i4*i---i-n-accor'.dance-with: the manu- facturer's specifications. LIMITATIONS 1. Only anchor bolts of the size recommended by the manufacturer shall be used to insure proper anchorage. 2. Foundation drawings designed for`--the'sge,cific'soil:.conditions of the site and certified by..Ja...reg $tgred_ engineer- shall be submitted when applying for a permit. 3. All bolts used in assembling'the ;structugeTshall -b-Ld awn --up tight, and when High-Tensile-boi sare=u-sed-€be�£ibefme they shall be tightened---in­-a&CoTdancoe-w-iththe--bol-t.-maftu.facture.r'..g-sp�lfications. 4. Bracings shall--be-pr-ovded.aginst. eiEcraorLstrMes and wind ®n all buildings. 5. Buildings designed in accordance with this report shall not be erected in areas where the design wind velocity exceeds 110 mph (31 psf), except when accompanied with special design -calcu s=t ores= o-r's-ciertif- cation. _ o. _ IDENTIFICATION All National Steel ProductsCompany Buildings tshalhe-, �s S-eh- `U facturer' _. trademark. Field identificati_on shail be 'by a-'de�a3 0 the SouthZrn Building Code Congress International Seal. and the number 'of -tliis� repbfit`aifikea a --the bu_il"d`ing in a conspicuous place. " ' PERIOD OF ISSUANCE This report is granted for a period of two (2) years, expiring 5-1-81. An extension may be granted only,.after,a to evaluatiori"of 'documentition to insure: that no change in design and/or- mandac�ture has occitxred'during the interim period. Should any revision or change oc`cur,,'a�;Ls `Pepo- serail- terminate. This, however, is not to be construed to preclude any pee submittals - _ > ._ CO\Il11 TLE ON RESEARCH AND COMPLIANCE Report prepared by: Southern Building Code Congress International Glenn J . wi ow G1 rr. Hatfield, Cha As�or., ate F.� j.rc h P.nt;irieer Colsmbc�s,'Gea gia Certified by: Director of En,,in iu�; Service:; r e` 138 EAVE STRUT PURLIN _ r— f W I EAVE STRUT CLIP (A4058) RAKE STRUT GLOP O dD I FOR 8"E.S.ONLY ANGLE RAKE ANGLE ATTACH WITH (2) i14SELF TAPPING SREWS _ -- I2+X1" SPEC. HD. '. 58`i (HW- RAKE ANGLE SPLICE. BOLTS (HW'650) III" BOTS 2640) FOR 8 BID'E4VE STRUTS AT PURLIN I CORNER COLUMN 7" C 58"X114" (HW-2 440) BEARING FRAME RAFTER BOLTS - STRUT CLIP � LOCATED AT ENDWALL COLS. - VIEW- A EAVE STRUT AT CORNER COLUMN -11 PURLIN WEB STIFFEN (A- 9676) AT BEARING FRAME WHEN RECD. ATTACH WITH (2) V X 114" BOLTS (HW-821 ) LIP RAKE ANGLE IG LE a a 0 I FRAME RAFTER CORNER COL. 7" C COL.ONLY 4'BOLTS (NW-2640) (3) 9"OX114 BOLTS WITHOUT EXTN. ( HW-2640) EXTENSION ENDWALL GIRT BOLTS (HW-563) AT EACH EXTENSION O 10" "C" COLUMN SECTION THRU BEARING FRAME RAFTER AT id" "C" COLUMN1 WITH EXTENSION ( 7" "C" COLUMN WITH OR WITHOUT EXTN. SIMILAR) r� SIDEWALL GIRT— �,I �ILRIPL - CUP (A-17037) CO 14 BOLTS (HW-821) 12"t I" SPEC. HEAD BOLTS (HW-850) _ _ _ _ _ -5 GIRT RACKE e" 34` (A-17056) SECTION- AT CORNER COLUMN FRAME RAFTER PEAK PURLINS SPLICE k ( PL-17052 WITH (6 )58" X114" BOLTS (HW-2640 ) a E eLOos O F �(9) 9"OX114 BOLTS �pP (HW-2640 ) TYPICAL Rpf-I ALL RAFTER LAPS i ( ( 2) CLIPS A-10515J BLDG. WITH CENTER TYPICAL ALL COL'' COLUMN d SPLICE It. EXCEPT CORDER COLS. N PURLIN 8 F RAFTER PEAK PURLIN AKE ANGLE BEARING FRAME RAFTER "Cr SECTION CENTER SPLICE (6) 8.41 . 114BOLTS (HW-2640) AT rL OF BUILDING SECTION THRU BEARING FRAME RAFTER AT CENTER SPLICE WITHOUT COLUMN 1�C COL OR EXTN. MAY>BE.TURNED EITHER WAY AT BLDG. CENTER CENTER SPLICE '® (14)58,0X114" BOLTS (HW-2640) BEARING FRAME RAFTER BLDG WITH CENTER SH4CE STRUT ANGLE a"C"SECTION CENTER SPLICE (2) BASE CLI PS�g )'.� I SIDEWALL GIRT TYPICAL ALL "C"COLS. SLOTS ARE PROVIDED N THE COL. OR EXTN 0 TYPICAL GIRT TO ACCOMMODATE 0 CORNER DETAILA. RAFTER SLOPE UPHILL HOLES ARE TO _ N REMAIN OPEN AND ARE NOT USED. N � N IMPORTANT CAST -IN-PLACE I, BASE (HW 11100) I LOCATE COL. OR EXTENSION GENERAL NOTES I 7°C COL. IN DOWNHILL SET OF MOLES I I. ALL BOLTS LARGER OR EXTN. WITH COLUMN WEB DIRECTED THAN 2"BARE ASTM A- 325. WEB TOWARD BULDING CENTER. HIGH STRENGTH AND ARE TO BE TIGHTENED BY THE " TURN OF THE NUT" METHOD. IN SOME CASES A-325 WASHERS ARE USED AS SPACERS. COLUMN TO RAFTER CONNECTION 2, ALL BOLTS SHOWN EXCEPT AS NOTED ARE 12"'OX114" (HW-821) ASTM A-307 MILD STEEL. I 312 312" 7' "C" COL. BASE CLIPS ATTACH COL. TO A- 170 S RACE CLIP WITH (2) 59" 4 10" "C" COL. X114"BOLTS �'1 1 *Irs D WING noN coNT•NEn REMAIN T.E � 11FT' NATIONAL STEEL �- (H%4- 2640) — I 1 ' IEREII .1 PROD N TS COMRR1.1 p OR ITS 5 11DRAR'^5 III BE DICED IN LE OF ART WITHOUOTT TIE WRITTEN APPR.V OONATONAL STEEDi W Z I T `; ' 47 WASHERS _ -- --- N GIRT CLIPS RRODU S COMPANY OR MAv BEC EIRED`61 ONE OFMOREINSTALL HU J, HW - 1363 2" O. D. ) A- 10515) SEONTARE usRATENTSANOroREwNcouNTERPARTs*EReoE' ANOOTIER IIENOINGARE11C.TIONS ui'a UNDER 34'ANCHOR Z r °O 0 v BOLT NUTS i MO E.O. REVISIONS DATE DRY DN"D. FRAMING ISOMETRIC 1- 1 �_ FOR "SMR BUILDINGS Iris ' BEARING FRAME AT ENDWALL COLUMN SPACING -- J W W SECTION AT 7" OR 10" "C" National Steel Company a SECTION AT 7' OR 10" C ENDWALL COL. SProductsbidi ,y ot .0Suatton arye COLUMN BASE © National Steel Corporation EXCEPT AT CORNER COLUMN . _. ,2 3TE�, /UDNr �AMfrRAIISND. OND brn VEIII .IG IOVED APPROVED �V 1c�uKA�(N r�-31- �y / 9V - /-0334?AX °� 10" E.S. USED FOR SOME CONDITIONS CLIP(A-4058) FOR E.S. ONLY 1 RAFTER i O W w PURLIN LAP 2 X I ` SPEC. H D. BOLTS ( Hill o o - -1 CLIP (2)BOLTS EA. ALL BOLTS 3)BOLTS E .END EAVE STRUT . 1 ( O r--(A- 4058) END OF LAP FOR 14 114 P 1 O O 1 8" PURLINS ( HW -821) 10' P .w SEE CROSS SECTION � �I ""�s FOR EAVE STRUT KNEE BOLTS I & / INTERM. FRAME II ts'A INTERM. COL. RAFTER I INTERM. RAFTER 11 - USE END HOLE FLANGE OF 1, OF FLG. BRACE BRACES ARE PEAK PURLINS FOR RAFTER ATTACH- REQUIRED ON ONE VIEW - A MENT. SELECT THE SIDE OF RAFTER SEE EAVE STRUT AT INTERMIDEATE RAFTER APPROPRIATE HOLE OF GROSS SECTION - FOR LOCATION THE MULTI- PUNCH END SECTION THRU EAVE STRUT AT RAFTER FOR PURLIN ATTACHMENT SECTION THRU RAFTER AT PURLIN LAP m P SEE CROSS SECTION UR FOR RAFTER SPLICE LIN LA m - P _ ® 8' t GIRT CLIP (A-10523) ¢ RIDGE DIAPHRAGM ROD I iv DOUBLE NUT EACH END --� SEE ROOF FRAMING PLAN FOR LOCATION COLUMN - SEE CROSS SECTION CUP(A 3753) p p FOR KNEE CONNECTION I 8" C GIRT I p I L---� O Di FLANGE BRACES 0 i FOR ONE PIECE RAFTERS THE FLO. BRACES WILLBE LOCATED ON ONE INTERIOR FRAME SIDE FOR THE COMPLETE BLDG. SPAN. SIDEWALL GIRT CONNECTION FOR TWO PIECE RAFTERS THE FLG. BRACESWILL BE LOCATED ON ONE FOR "P" OR"C" TYPE GIRT SIDE FOR HALF THE BLDG. SFAN AND - ALTERNATE TO THE OTHER SIDE FOR THE OTHER HALF SPAN. EAVE STRUT PURLIN L I P PI LAP SIDEWALL GIRT$ 1'-0.1'-0 8"ROOF SYSTEM 2'-0 1'-0 B" ROOF SYSTEM GENERAL NOTES ' I'- 1` 3 10" ROOF SYSTEM 2'-6 1'-3 10" ROOF SYSTEM I. ALL BOLTS LARGER THAN 12 ARE ASTM A- 325 ` �` ,� z. HIGH STRENGTH AND ARE TO BE TIGHTENED BY INSTALL LARGE OUTSIDE DIA. THE "TURN OF THE NUT" METHOD. IN. SOME CASES WASHERS UNDER ALL ANCHOR A-325 WASHERS ARE USED AS SPACERS. BOLT NUTS. IDENTIFY WASHER SIZE BELOW. 2. ALL BOLTS SHOWN EXCEPT AS NOTED ARE _L 12"I'X 114 (HW- 821 ) ASTM A-307 MILD STEEL. A. B. WASHER OUTSIDE DIA. B SIZE MARK NO. OF WASHER - - I'- I INTERIOR BAY INTERIOR BAY END BAY _ 3,4"t6 HW-1383 2 " 78 HW -1364 2"� 114"� CAST ALL INTERIOR FRAMES I" INTERIOR FRAME No. E.O. REVISIONS DATE D CHK0. IN EXCEPT Ist FRAMING I "� HW-1365 2 2"� BASE (HW- I I100) "SM" BUILDINGS PURLIN LAP ARRANGEMENT INTERIOR INTERM. FRAME THIS DRAWING AND ALL INFORMATION CONTAINED -- HEREIN REMAIN THE PROPERTY Or NATIONAL STEEL /r(l//�n/��National Steel PRODUCTS COMPANY ANDiOR ITS SUBSIDIARIES. AND - �L/ Products Company ArNOT BE REPRODUCED IN WHOLE OR IN PART Subsidiary of OUT THE WRITTEN APPROVAL OF IVAN- L STEEL AL National Steel Corporation PRODUCTS COMPANY CERTAIN F ATURES SHOWN .. _... HEREON ARE OR MAY BE COVERED BY ONE OR MORE u s PATENTS AND FOREIGN COUNTERPARTS THEREOF DATE SCAEL ORAWtj.� CHECKED APPROVED APPROVED E.O. ANT. AND OT HER*ENDING APPLICATIONS 5-3)-79 N—JI bnT13 78-1,5 2T2' - /—I O - /O✓J �� V� L31 • I PANEL j12 RECESS , I' J WWw KCNI i Q N z J a W W p u• z - N U w ff o U F 0 i 00 U _ !- J _N 0 PC,[ z z w Ix 0 a F- s 6" CAST -IN -PLACE - BASE (HW-11100) BREAK OFF NAILS HW-11099 @ 24" CTRS. RIPPED 2x4 d FORM BOARDS NOT BY { N. S. P. BAY LENGTH TOTAL t 5"= OUT TO OUT CONCRETE BAY LENGTH TOTAL + 2" = OUT TO OUT STEEL 16'-0 20'-0 25'-0" BAY 16'-O" 20'-0" 25'-0" BAY 16'-0 20'-0" 25 0" BAY 16-0" 20'-0 25'-0" BAY 1.-0 12 12 112 112 111�2 12 N f-= ;' Ai N `\ TYPICAL 2 ANCHOR BOLTU GROUP WITH REINF. ROD SEE CHART FOR SIZE AND QUANTITY Lu K U-I ENDWALL AND CORNER COL. F ANCHORAGE (2)-3/4t'<� ANCHOR BOLTS (HW 9150) .�7 Z_ -BEARING FRAME AT ENDWALL (2) BASE CLIPS FOR"C" SECTION COLS. I -IN-PLACE BASE o r n w F Lf All 112 112 �� OUT OF CONCRETE 12OUT OF STEEL ANCHOR BOLT PROJECTION BOLT SIZE PROJ. I"/ ea5g-. r11.12�- rc 3 1 w z. o g18rI"1 3" ot.e I I •-REINFORCING RODS WHEN REQ'D. (SEE CHART) TYPICAL CONCRETES FORMING DETAIL RECESS. SEE THE ACCESSORY SECTION FOR CONCRETE TREATMENT FOR VARIOUS ACCESSORIES. N O in 0 U a a "N 0 M TI 1 I M_ w C014E HAIRPIN REINF. :51", TYPICAL 4 ANCHOR BOLT a ROD REQUIRED FOR GROUP WITH REINF. RODS s EACH PANT OF ANCHOR BOLTS SEE ,CHART FOR SIZE FOR INTERMEDIATE FRAMES. AND QUANTITY ENDWALL COL w+ i 112y PANEL BLDG. SPAN LOAD TYPE EAVE HEIGHT ANCHOR BOLTS SIZE ® QUANTITY BASE �'EE REINF. ROD SIZE ARRANGEMENT EXAMPLE RECESS �" -- (EA. COL) 15'/ 20' / 15' a 20' 1 THRU 7 Id, 1414' 2-34" p 1 6" x 9" * 4 10'/ 10' 24' 1 THRU 7 10', 12',14 2-34" p 6" x 9" # 4 12'/ YL' _ ANCHOR BOLT DIMENSIONS I THRU 7 10; 12', 14',16' 2-3q"p 6" x 9" # 4 L5'/ IS' F36� BOLTS DIA" A. A B C HW- 9150 34 1 1'- _ 3 12 • 3" I THRU 7 10, 12, 14, 16, 2-3q"p 6" x 9" 4P 4 12'/ 12'/ 12, HW- SIN 78 1 1-3 312 3" HW-9152 1" 1'-6" 6" 3" r SEE CHART FOR SIZE. a a Z L, 0 wz -Aa a SO' 1 THRU 4 10' THRU 16' 2-34"'1 6--9- Dk 4 15720'/ 16' ENDWALL COL. ANCHORAGE r S0, 1, 2, 3 20, Z-34NO 6" It II" ik 4 HW-9150 ANCHOR BOLTS 50' 4 20 2-34"11, 8" x 11" # 4 a REINF ROD ROD DIMENSIONS iL RODS OIA,.� A 50' S I0' 2- � • 8" x 6" RD-10143 4 6'-4" 3 - O" 5" 50 5, 6 12' THRU YO' 2-34.4 8" x 12" # 4 BUILDING EXPANSION RD-5734 5 I'�6""6" - T 7+1 a I 8929 VP 6 22-6" 11'-O 7 6 50' 6 10' 2- 6 8" z 12" �k 5 2-34 1 ANCHOR BOLTS IF t1 FUTURE EXPANSION FROM o A BEARING FRAME ENDWALL IS w 50' 7 14', I6' 4- 341 8" x 15'" #` 4 SMM-60 ONLY ANTICIPATED IT MAYBE DESIRE- F 50' 7 20' 2-78"4 8" x 15 " # 5 ABLE TO INCLUDE RIGID FRAME z ENDWALL COL ARRANGEMENT 0 ANCHORAGE AT THE ENDWALL SAME AS OPPOSITE END f%CEPT 50' 7 12, 4. 4" 8Nx I5'" # 4 TO. BE USED AT TIME OF - CORNER COLS. ARE NOT REQ'D. S0' 7 to' 4 -34" 8"x 15:" # 5 EXPANSION. WITH RIGID FRAME AT ENDWALL 60, 1 THRU 3 10' THRU 162 - 34 b 6" x 9" 0 4 20 12,0 /20' , 60' I 82 20' 2 - 34 (b 6" x II" # 4 A.,r.3.�....-201-.2,-_34„4%. $, `\ T it t• 1 112"1 1 1112 60' 4 12' THRU 20' 2 3q 8'. 12" # 4 „ c -to, «2.�8e -6;6x-1:2rm #:g -- - - ^ 60' 5 16', 20' 2- 34 ¢ 8" x 15" 04 60' 5 14' 2 - 3;* 8" It J5" # 5 112� 112 60' 5 12, 2 78"� 8" x 15" # 5 60, 6 20, 2 - 34"0 8" x 16' 44 60, 6 16' 2 4 1 8" x 15" IF 5 ENDWALL COL. 60, ` 6 14' 2- 78 "� 8" a 15" # 5 ' BLDG. LOAD EAVE ANCHOR BOLTS BASE REINF. ARRANGEMENT EXAMPLE_ 60' 6 10; 12' 2 - I " �' 8" x 15" # 6 SPAN TYPE HEIGHT SIZE B QUANTITY PLATE SIZE ROD SIZE � 60' 7 16', 20' 2 - 78 "� 8" x 19 ° # 5 (EA. COL.) 15'/ 20' / 15' ,0' 7 14' 2 111 8" x 19 " # 6 40' I THRU6 10' THRU to' 2 - 34" 6"X 9" # 4 121/ I6'/ 12, 60, 7 12, 4 _ 34"4 8" x 19"' # 5 40' 1,2,3,5 20, 2 - 34" 61.XII" # 4 60, 7 to' 4 - 784 8" x 19" # 5 11 40' 4,6 20' 2 - q' 8" X II" #4 60' 5 IO' 2 - 1"0? r X _ I5, °K 6 - 40' 7 20, 2 - 78" 6"X 15" # 5 - THIS DEA.IE. A»D ALL INFORMATION CONTAINED HEREIN REMAIN TIE PROPERTY of NATIONAL STEEL PRODUCTS COMPAN, AND,oP ITS 1VBSi.1ANIE1 ANOT MA NOT eE REPRODUCED WHOLE OR IN R WITHOUT THE WRITTEN APIRov.1 OF NATIONAL STEEL 40' 7 16' 2 - 4�. 8°XIS" # 4 PRODOCTA COMPANY ANv COVERERIAIN FEATURES SHOWN HEREON ARE OR D BE COVERED ER ONE OR MORE V 5 PATENTS AND FOREIGN COUNTERPARTS THEREOF 40' 7 [;;7 12 , 14 2 - .. 8" X II" - #4 40' 10' 2- 4 8°XII" #5 AND OTHERrrENDING APPLICATIONS REVISIONS GATE DRWN CHKD , ANCHOR BOLT REFERANCE 1 JRFVISF R£BAR EG 24�/ S.D. bNd+ SM BUILDINGS (STRAIGHT COLS.) 60' I THRU9 10' THRU 14' 31, 2 - 4 6" X 9" # 4 20' / 20'/ 20' 2 78 54 m h .\"� La's z> '" 111 �5 D, 6 4 LOAD TYPES I THRU 7 O E ALL MATCHING HOLES MUST BE FILLED WITH BOLTS. IN SOME CASES HOLES MAY APPEAR IN ONE HART WITHOUT MATCHING HOLES IN THE OTHER. DIFFERENT FRAMES MAY REQUIRE DIFFERENT NO. OF 13OLTS 34d 1 0 Ox Z4 ASTM A-3Z5— l BOLT5(HW=5GZ) W/ONE WASHER CHW-44001!A�0.I1 PER 801T '34r9'xZ4+ASTM A-325 BOLTS (HW-56Z) W/OUT- WASHERS. KNm CONNaCT I ON DERAIL (4) 12R�*I� 501.T5 (*W-550) STIFFENER F�— OCCURS ON SOME RAFTERS COLUMN ^ 41 RT "C'" OR TZ" O 0 CLIP (A- 105Z3) FOR - Z- GIRT SIDEWALL GIRT CONNECTION - , 3 0316 5!-0316 5-01 51-0316 5' 4 PANEL • ICT � Of �� v x o THIS GIRT FOR 20' EH BLDGS. _ B TO E A TT C "SECTION FOR j =Q 25' BAYS WITH Z5 "WIND LOAD. - lu 2 O C O Z I o :o a f D= � �� a o w U W Q fn CC W U ' J U GIRT AT Z' 6 ELEV. FOR 25# WL WALL N N N iV N WE 8' LOAD T`fPF.5 I,2,3 10'THRU IG'E.H. = I 10,- LOAD 7YPt°i 1,2,3 20'E.H. _ W W lU W 'U 10U - LOAD -rwe- 4 -ILL E.H. LOAD TYPE 516 14 - • ---- I 18"- LOAD TYPE 7 51-031(0 - 31-916 4: 314 ®� O GIRT IF CLIP CA-3753) ;0 L6; FOR GIRT " C COLUMN-J !O o1 CLI P (A-105Z3) FOR GIRT "Z GIRT Z „ SECTION A 5LDfr. SYMM. ABOUT- =-RIDGE CAP FL- 1051 FLAILI' 1B WACe5 AM 2MU129P OU OMP, SIDB OF 12AFIt2. urA2 SIDB FO2 L2Ft 41AI.I0 2APT15-0 O AND FAIZ 5112E 1`102 21C44f 14AKID 2W50 N y-M ALL MATCHING HOLES MUST BE FILLED WITH BOLTS. DIFFERr-wT" FRAMES MAY REQUIRE DIFFERENT NO. OF BOLTS. LT-7 W 9 20' E.N. BLDS. USE 1A Y A-325 BOLTS COW-2641) k11TH (1) WASHERS (141-+4402) RAFTER SP-Lice DETAIL W 5fAWPA20 Dk�,514u Ww s r4¢e� 54www lu AEAvY PutLlNas 4 FRAME CAPACVVY = LIV6 LOAD + DIEAD LOAD O . 16 1`45F LLVE LOAF WJZ f(L1r3Utf42Y LeArer? A2tA Amu L- 1fc Oe 1,6" '(µau 6M --a. Ff. —' WITH 4"THICK SPLICE -(t5 USE 14" 0 x Z'4 " AST'M A-325 BOLTS CHW-43(o) WITHOUT WASHERS. WITH 5 T-141CK SPLICE USE 34+0x 24 ASTM A-325 BOLTS (HW-562) WITHOUT WASHERS. LOAD TYPE 280 350 44 3 6 NAME LAPAC I PLF 2 P L F PLP 4' PLF PLF PLF 1 PLF DEAD LOAD LIVE LOAD WIAID LOAD BAY COMBIMATIOMS. 5.5 DL 1.87DL 7.5 DL 43TVL ZD PL 11.25 DL 10,0 DL 16 BAYS 12 LL 20 LL 20 LL 30 LL 10 LL 30 LL 40 LL NA 20 WL 26.5 WL 325 WL ZO IIL40LUL 20 WL ZO WL 2.0 DL 5.5 DL 2.0 DL 7.5 DL 3.0 DL to DL 20 DL 3.75 DL 2de)Xf5 iK12 LL 12 LL 20 LL 20 LL 30 LL 30 LL ZO LL 50 LL 16 WL 21.2 WL 26 WL 32.5 WL 20 WL ZO W. 97W. 20 WL 2.0 DL 5.6 pLMODL 20 DL 2.0 DL 30 DLt0DL25 BAAYS ICI Al2 LL 12 LLNA. i0 LL20 LL 40 LL 10 LL 17 WL 2Q8 WL 20 WL 11L ZO WL t WL COLUMW RAFTERS r-OR VARIOUS LOAD TYPES f EAVE HEIC�,HTS 10' E.H. CY- IG480 CY- 1645G CY- I(AG4 GY- 1(.454 GY-IG452 G4LI&450 CY-16487 RY-IG447 RY-16453 IFY-16455 IFY-IG143 12Y-)6133 QY-IG465 RY-16488 [ CY- 1G46G GY- 1G478 GY-1612G CY-16132 CY-16130 ICY-1613P� CY- I1o489 12 E.N. 2Y- IG447 WY- IG451 2Y- 16139 2Y- IG143 2Y- 16145 (ZY- 16149 9Y-I(P486 14 E.N. r V-IG470 CY-IGI5G CY- 161Z6 CY- 16134. CY- 16140 CY-16144 C -(-I(v490 RY- 6441 2Y--IG451 2Y- IG141 2Y- 6143 2Y 16141 2Y-16161 RY- I110486 CY IG47G CY-IG438 CY-16130 CY-16136 CY-16142 CY-16146 cY-IG491 ICo E.H. QY-I0449 RY IG451 IZY-IG141 2Y-1614*5 IZY-IG14-7 2Y-I(o133 RY-I1v492 20 E.N. CY-IG422 CY- IG424 GYr IG428 ' C' --M6 t - CY- IG44G CY- IC CY- I(v493 RV IG457 qY-IG459 RY-IG4G3 RY-IG4G1 RY-IG133 RY-IG133 R`(-I(v492 _ = VINMIUU7 LUAU 1 l rG RA!- I C.)C*m W W o v LnAv aft FL(j. 0042 6TATIOAIS o TYPCh II�ICillj Z 4 2 o I 10,'I Z,14' A- 2536 A- 2538 A- 2540 A-2531 A-253 1 A- 2541 CLEARAAICE DIMEMSIOLI, "A" FOR VARIOUS LOAD TYPES 4 S.H. LOAD TYP05 EAft +410-lciATS IO' 12 14 IG' 20' 8'-64 10'-64 12'- 64 14'-44 18'-24 2 8 3 OL44 10� 414 12'-41¢ 14-44 IA'-24 4 B'-Z4 10'-24 IZL 24 14 Z4 0124 5 € 6 , `8' 014 10--04 12L 04 14-04 18' 014 -7 7L 734 9'- 734 I1'- 73¢ 13' 734 ri-714 60- O OUT- TO OuLGIRTs C�BI.IB2AL:1� 10� 5 4 ALL E. H PARTIAL CROSS_ SECTION I. CUhTOM 1285161M MAMB5 MAY 2-t,GUIRt! DIFFMC-LIf rWLT 5179 AMP 02 QUAILITITle5 AT Ku�E AWP 2AFfrIZ 6ONI_IB6TI0" EIZOM -01AT 590WW, C3Uf UAVe ftl5kI AMaU49LY D851CiNEsR 2, ALL CONNECTION BOLTS ARE Z Ox 114 ,.IS oRAWNO. AND ALL INFORMATION C-TANEo CHW-820 EXCEPT AS NOTED, RE N R MA N THE PROPERTY o AT -AL STIFF vRooucrsEcoMPANv ANDroR rs sues o AR Es ANo Y NDT REPRO N WHOLE oR „ 3. FOR RIGID FRAME AT ENbWALL SE PROPUTSHCOMPTTE APPROVAL w RE Rq ANY CERTAIN FEATURES TURES SHOW 1=A1D RIGID FRAME ISOMETRIC, FEAT"Res s HEREON ARE OR MAY BE CCOVERED DY ONE OP MORE u s PATENTS AND FOREicN couNTERPARTS THEREOF .ND OTRERPENDi NG APPLIcAHONS W' WADE jNTERM. FRAME GROSS SECTION I NC. EO. REVISIONS DATE DRWN CHKD. bm c5. w'g, SM BUILDINGS (STRAIGHT COLS. LOAD TYPES I THRU 7 1 76-54 ADD FRAMES -GENERAL II II xur 2 70-61 ADDED L_7-7 m • '�. 3 79-10 REV. COL— Al✓ 5�111 b. � r=WC- b�„� Netlonel Steel ProAuete Company ���J// Nubsidi Stof eel Corp. 78-22 AIV ICRT WA`+NERHK �, t 5 loPcz DATE - SCALE DRAWN Pro. -7. p CHECKED b,ti APPROVED APPROVED E. 77- ; z OWG✓ NO. 2T 5(o A0 - / ,--I SEE DETAIL "K" PEAK FINIAL �FY-1Q06 TYPICAL f H N RAKE ANGLE A-2507 (3)REQD. TYPICAL �/7 SYM. ABOUT RAKE FLASHING 3. (FL-10O9)X20'-3 TYPICAL ALL END WAL LS N / SEE C" 12 FIELD CUT 1 I) O 25* W.L. ONLY -� 1 m - RAKE END CAP I -( FL- 1040R) O GIRT AND 1-(FL-1040L) REQ'D. BRACKET CORNER COL ENDWALL COL. TYPICAL A-17056 TYPICAL 6'-0 O CLIP r d CLIPS A-10515 INTEI IOR WALL PANELS _' A-17O57 CORNER TYPICAL SPAhGIRTS t0 TYPICAL SPAN GIRT CORNER FLASHING r CLIPS A-10523 7 TYPICAL rn <O R7 O �p -------- r--- N N - O O O O ANEL SIDE TRIM Ma N -I L N N N N N N N N N N BASE CLIPS A-17055 I 2EA. COL. TYPICAL 2 I'-0 I LAP(TYP.) (EXCET AT F.B.) 23 INLY 11aI" t BLDG. 6" I'--• 20'-0 20,-0 20'- 0 PANEL RIB FOR "SA' ONLY 20'- 0 E AVE HEIGHT BLDG. I 20' CORNER SPAN GIRTS I ) R15z' W.L. 20* W.L. 25# W.L. 2-17074 Z-17074 Z-17074 E-17074 h-17075 ?-17075 12-0 EAVE HEIGHT BLDG. 10'- 0 EAVE HEIGHT SLUG. 20' INTERIOR SPAN GIRTS ENDWALL COLUMN SCHEDULE EAVE HT. 15*W.L. 20*W.L. 25*W.L. IC; 16' 2-17079 %-17079 2-170791 1'_,14', 20' Z-17079-17080 2--170b0 CLIP A-17058 USE COL. EXTN. CLIP A-17058 USE APPROPRIATE APPROPRIATE HOLES HOLES AS SHOWN AS SHOWN (CLIP MAY OCCUR ON BOTH SIDES) 16'-0 EAVE HEIGHT BLD'G, � 11 ABLE GIRT m - 418 GIRT CORNER COLUMN 2-3i x 134 BOLTS (HW-563) COLUMN DAIL C DETAIL K -""�ET W-0 EAVE HEIGHT BLDIG. CORNER FLASHING ~ x >2 CORNER FLASHING FOR"Sii'PANELS PANEL SIDETRIM FOR "SA" PANELS Uai WC NO. DESCRIPTION NO. DESCRIPTION [O' 2 FL-IIIIX 10'-1 4 FL-1115 X 10'-1 12 2 FL-1112 X 12'-1 4 FL-1116 X 12'-1 14. 2 FL- 1113 X 14'-1 4 FL- II 17 X 14'- 1 2 FL-1110 X 6'-1 4 FL-1114 X 6'-1 16, FL- I I II X 10'-I FL- 1115 X 10'71 20'14 FL- 1111 X 1O'-I _4 8 1 FL- 1115 X Id -I O O Z 4 0 3J = w a W COLUMNS ARE LISTED BELOW WITH ONE EXTENSION WHEN REQUIRED COR. COLS. COLUMN STATIONS 1 2 10 EC- 17101 EC-17124 12 EC-17102 EC-17128 15M 14 EC- 17103 EC-17134 16: EC-17104 EC-17140 20 EC-17106 EF-17157 CH-17O6 10' EC-17101 EC-17124 12 EC, -1710 2 EC 17128 14 EC-171O3 EC-17134 2 O' 16 EC-17104 EG-1714O 20 EG 17106 EF-17157 CH-17063 10 EC-17101 EC-17124 12 EC-17102 EC-17128 25 14 ' G-Ml!M3 IE6474 j 16 EC-17104 EG-1714 i 20 EEC-17106 E�7157 CH-17 RFADIM/. PPALAC TVDC' NICArC' LIVE .U)AD le I 20% 3OR 40' BAY 1'6' 20' 25 ' 25' 20' 25' i 0 1 I I I 2 3 3 w I'-6 I I I 1 n 3 3 3 0 3�-6 1 I L 1 2 3 3 IF 6'-6 I I 2 2 3 IF NA Ir-INItKM. FKAMt KLU-U. AA tNUWALL BEARING FRAME RAFTER USAGE > F LOWER UPPER PEAK SPLICE I t-17OO6 Z-17000 G-17164 2 Z-17007 Z-17001 C-17164 3 Z-17008 Z-17002 0-17164 GENERAL NOTES 1. QUANTITIES SHOWN ARE FOR ONE ENDWALL EXCEPT AS NOTED 2. REFER TO TECH. DRAWINGS 2T1 9 ZT3 FOR ADDITIONAL DE TPI LS. 3. EAVE HEIGHTS ON ELEVATIONS B CHARTS ARE NOMINAL DIMS. THE ACTUAL EAVE HEIGHT OF SLOGS. WITH 8" OR 10" ROOF SYSTEM. ARE: NOMINAL E.H. + O" FOR 8" ROOF SYSTEM NOMINAL E.H. + 2" FOR 10" ROOF SYSTEM 1 I. �t v - /a33 Z•C►� Z Z Z Z Z W W W W W O O O O O FRAME FRAME — — — — EAVE STRUT (TYP.) 3 -�, ro u c a m — m N m In p m 10 GIRT CLIP (A-17057) TYP. I GIRT CLIP( A - 10523) TYP. 4 O O O O a ' b e v P v CORNER COL. THIS ADDITIONAL GIRT � REQUIRED FOR 25M W.L. Lo0 -------------- — ------------ --------____— u b o Eo o END BAY I" ENDWALL END BAY INTERIOR BAY STEEL LINE (TYP.) FRAMING ELEVATION O CIA i W o I x i x i W W W 0 0 0 o O i 2 FRAME FRAME try EO m N to min m ® m M" .o O O a r O EO O THIS ADDITIONAL GIRT v r a v— ------------- _ — �REOUIRED FOR 25*.!.L. — _____________— e I Eo m a+ I" END BAY INTERIOR BAY END BAY FRAMING ELEVATION FRAMING ELEVATION FRAME FRAME I" END BAY INTERIOR BAY END BAY 1" FRAMING ELEVATION GIRT SOHEDULE FOR END B INTERIOR RAYS EAVE 16' BAYS 20' BAYS 25' BAYS HEIGHT 1562e2?W. 15"W.L. 200W.L. n22.12 W. L. 20*W.L. 23'W.L. 8', 91 Z-2263 1-2261 Z-2261 257 t-2257 t-2258 i0 13 Z-2256 Z-2258 II' 1- 2159 Z•-2259 12' 56 Z-2259 1-2259 14"17' 2-2292 59 1-2260 1-2260 16' Z-2261 1-2261 1-2257 1-2256 1-2259 16' , 21' Z-2261 t-2261 1-2258 Z-2259 0-2260 20' Z-2262 2-2262 1-2259 1-2260 t-2f 60 24' Z-2261 Z-2262 t-2258 1-2Z60. Z-Y280 is THE TOP GIRT FOR 20' B 24' E.H. TO BE "C" SECTION FOR 25' BAYS 9 25,11,W.L. C- 17086 FOR END BAYS (SEE GROSS SECTION) C-3749 FOR INTERIOR BAPS q` A SHEETING ELEVATION 0. E.O. REVISIONS [ THIS DRAWING. AND ILL ISI—ATION CONTAINED HEREIN. REMAIN THE PROPERTY OF NATIONAL STEEL PRODUCTS COMPANY AND/OR ITS SOBSIDMRIES. AND MAY NOT BE REPIDDUCED IN WHOLE OR IS PART WITHOUT THE WRITTEN APPROVAL OF HAI IOHAL STEEL PRODUCTS COMPANY. CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE DATE SCALE DRAWN U. S. PATENTS AND FOREIGN COUNTERPARTS THEREOF ANDOTHERPENDING APPLICATIONS. S-SI-%9 d FRAMING ELEVATION FRAMING ELEVATION FRAME FRAME I" END BAY INTERIOR BAY END BAY 1" FRAMING ELEVATION GIRT SOHEDULE FOR END B INTERIOR RAYS EAVE 16' BAYS 20' BAYS 25' BAYS HEIGHT 1562e2?W. 15"W.L. 200W.L. n22.12 W. L. 20*W.L. 23'W.L. 8', 91 Z-2263 1-2261 Z-2261 257 t-2257 t-2258 i0 13 Z-2256 Z-2258 II' 1- 2159 Z•-2259 12' 56 Z-2259 1-2259 14"17' 2-2292 59 1-2260 1-2260 16' Z-2261 1-2261 1-2257 1-2256 1-2259 16' , 21' Z-2261 t-2261 1-2258 Z-2259 0-2260 20' Z-2262 2-2262 1-2259 1-2260 t-2f 60 24' Z-2261 Z-2262 t-2258 1-2Z60. Z-Y280 is THE TOP GIRT FOR 20' B 24' E.H. TO BE "C" SECTION FOR 25' BAYS 9 25,11,W.L. C- 17086 FOR END BAYS (SEE GROSS SECTION) C-3749 FOR INTERIOR BAPS q` A SHEETING ELEVATION 0. E.O. REVISIONS [ THIS DRAWING. AND ILL ISI—ATION CONTAINED HEREIN. REMAIN THE PROPERTY OF NATIONAL STEEL PRODUCTS COMPANY AND/OR ITS SOBSIDMRIES. AND MAY NOT BE REPIDDUCED IN WHOLE OR IS PART WITHOUT THE WRITTEN APPROVAL OF HAI IOHAL STEEL PRODUCTS COMPANY. CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE DATE SCALE DRAWN U. S. PATENTS AND FOREIGN COUNTERPARTS THEREOF ANDOTHERPENDING APPLICATIONS. S-SI-%9 d FRAMING ELEVATION GIRT SOHEDULE FOR END B INTERIOR RAYS EAVE 16' BAYS 20' BAYS 25' BAYS HEIGHT 1562e2?W. 15"W.L. 200W.L. n22.12 W. L. 20*W.L. 23'W.L. 8', 91 Z-2263 1-2261 Z-2261 257 t-2257 t-2258 i0 13 Z-2256 Z-2258 II' 1- 2159 Z•-2259 12' 56 Z-2259 1-2259 14"17' 2-2292 59 1-2260 1-2260 16' Z-2261 1-2261 1-2257 1-2256 1-2259 16' , 21' Z-2261 t-2261 1-2258 Z-2259 0-2260 20' Z-2262 2-2262 1-2259 1-2260 t-2f 60 24' Z-2261 Z-2262 t-2258 1-2Z60. Z-Y280 is THE TOP GIRT FOR 20' B 24' E.H. TO BE "C" SECTION FOR 25' BAYS 9 25,11,W.L. C- 17086 FOR END BAYS (SEE GROSS SECTION) C-3749 FOR INTERIOR BAPS q` A SHEETING ELEVATION 0. E.O. REVISIONS [ THIS DRAWING. AND ILL ISI—ATION CONTAINED HEREIN. REMAIN THE PROPERTY OF NATIONAL STEEL PRODUCTS COMPANY AND/OR ITS SOBSIDMRIES. AND MAY NOT BE REPIDDUCED IN WHOLE OR IS PART WITHOUT THE WRITTEN APPROVAL OF HAI IOHAL STEEL PRODUCTS COMPANY. CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE DATE SCALE DRAWN U. S. PATENTS AND FOREIGN COUNTERPARTS THEREOF ANDOTHERPENDING APPLICATIONS. S-SI-%9 d is THE TOP GIRT FOR 20' B 24' E.H. TO BE "C" SECTION FOR 25' BAYS 9 25,11,W.L. C- 17086 FOR END BAYS (SEE GROSS SECTION) C-3749 FOR INTERIOR BAPS q` A SHEETING ELEVATION 0. E.O. REVISIONS [ THIS DRAWING. AND ILL ISI—ATION CONTAINED HEREIN. REMAIN THE PROPERTY OF NATIONAL STEEL PRODUCTS COMPANY AND/OR ITS SOBSIDMRIES. AND MAY NOT BE REPIDDUCED IN WHOLE OR IS PART WITHOUT THE WRITTEN APPROVAL OF HAI IOHAL STEEL PRODUCTS COMPANY. CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE DATE SCALE DRAWN U. S. PATENTS AND FOREIGN COUNTERPARTS THEREOF ANDOTHERPENDING APPLICATIONS. S-SI-%9 d w o w G124 X I " SPEC. HEAD BOLTS (HW-850) e0X 114" BOLTS ( HW-2640) — - 3 LEAVE STRUT EAVE STRUT CLIP (A-4058) — FOR 8" E.S.ONLY —RAKE ANGLE ATTACH WITH (2) R14 SELF TAPPING SREWS —58 X114" BOLTS (HW-2640) FOR 8" B id' EAVE STRUTS —CORNER COLUMN 7 "C —BEARING FRAME RAFTER I VIEW —A EAVE STRUT AT CORNER COLUMN 4K PURLIN K PURLIN 11 RAKE ANGLE s RAKE ANGLE BEARING FRAME �---� BEARING FRAME RAFTER I RAFTER \ NCR SECTION CENTER I C" SECTION CENTER SPLICE I SPLICE (6) 580X 114IT BOLTS 1 (6) 8.. X 114 BOLTS (HW-2640) AT 2640) (HW t ' OF BUILDING e•�- 7" C COLUMN SECTION THRU BEARING, FRAME RAFTER AT CENTER SPLICE WITHOUT COLUMN SECTION THRU BEARING FRAME RAFTER AT CENTER SPLICE W TH 711 C COLUMN PURLIN RAKE STRUT ..•. ANGLE RAKE ANGLE SPLICE AT PURLIN I� Id' OR 10" FB WITH EXTENSION SIMILAR STRUT CLIP 9)58 0.114" BOLTS' - LOCATED AT ! (HW-2640) TYPICAL ENDWALL COLS. ALL RAFTER LAPS PURLINS - I- IIWI r-l/I NOTE (IMPORTANTI PURLIN WEB STIFFENER LIP ( A- 9676) AT BEARING FRAM WHEN REQ'D. ATTACH WITH (2)12R9.X 114" BOLTS GLE (HW- 821 ) F�. FRAME RAFTER EAVE STRUT tom; a 4"BOLTS (HW- 2640) u p CORNER COL. \EW -7" C COL. ONLY WITHOUT EXTN.- (3) 81. X114" EXTENSION BOLTS (HW-2640) BOLTS (HW- 563) EXTENSION COLUMN SECTION THRU BEARING FRAME RAFTER AT IOV' NC' COLUMN WITH EXTENSION ( 7" "C" COLUMN WITH OR WITHOUT EXTN. SIMILAR) SIDEWALL GIRT GIRT CLIP (A-10523) GIRT CLIP (A- 17057 ) " COLUMN 12" X 1 4 BOLTS JCNER, (HW-821) D LL GIRT 12"X1"SPEC. HEAD BOLTS (HW-850) - N GIRT BRACKET 8" 3 4 (A- 17056) _ SECTION AT CORNER COLUMN SIDEWALL GIRT — 312 312R —7" C COL. 10" C COL. _ I I a r . ENDWALL GI ALL-7"C,-10% ENDWALL COLS. ® B EXTENSIONS EXCEPT AT BLDG. CENTER MUST BE ERECTED AS SHOWN WITH COL. WEB DIRECTED - TOWARD BLDG. CENTER AND BOLTING i pP TO DOWN -HILL HOLES IN BEARING - ANGLE FRAME RAFTER SEE DETAIL BELOW. TYPICAL GIRT CORNER DETAIL EXCEPT FOR GABLE GIRT TO 0 CORNER COLUMN SEE ENDWALL FRAMING L GIRT CLIPS (A- 10515 ) COLUMN SPACING ' SECTION AT 711 OR 10" C ENDWALL COL. EXCEPT AT CORNER COLUMN CAST - IN -PLACE BASE (HW- 11100 ) —BEARING FRAME RAFT PEAK PURLINS BEARING FRAME CENTER SPLICE SEE ENDWALL FRAMING FOR APPROPRIATE COL. EXTENSION IF REQUIRED .ALL ENDWALL COLUMNS EXCEPT AT CORNER COL. MAY BE 7, C WITH OR . WITHOUT EXTN. OR 10"C OR 10" FB WITH EXTENSION ENDWALL COL. (2) CLIPS (A-10515) TYPICAL ALL C B FB COLS. EXCEPT AT CORNER COL. 21v 11101 __j (4) 5B, X 114" BOLTS ( HW -26tt40) EH. END -(6) 811aX14" BOLTS ( H W - 2640) AT BLDG. CENTER 7" C OR EXTN. MAY BE TURNED EITHER WAY AT BLDG. CENTER ENDWALL GIRT" 312. 312N GIRT 10 FB COL. OOPS' - ( A-10515) w (2) BASE CLIPS TYPICAL Z INSTALL 34 " ALL"C" SECTION COLS. J WASHERS BASE CLIPS ATTACH COL. TO (A- 17055) BASE CLIP WITH (2)'58" X 114'! BOLTS (HW- 2640) 1 I I INSTALL 34.. WASHERS a (HW- 1363) 2" O.D. o UNDER 34" ANCHOR O oO BOLT NUTS SECTION AT 7" OR 10 C COLUMN BASE z�2 wl��' (HW-1363) 2"O.D. I I • 0 UNDER 34" ANCHOR en �I�,�,�r t F w BOLT NUTS O 1 _J 2 U) Y _N COLUMN SPACING - SECTION AT 10 FB W N SECTION AT 10 FB W �- ENDWALL COLUMN a Uj COLUMN BASE PURLIN GENERAL NOTES 0.F.RAFTER I. ALL BOLTS LARGER THAN �"4 ARE ASTM A-325 HIGH STRENGTH AND ARE TO BE TIGHTENED BY STRUT ANGLE - THE"TURN OF THE NUT"METHOD. IN SOME CASES I3 I A-325 WASHERS ARE USED AS SPACERS SLOTS ARE 2.ALL BOLTS SHOWN EXCEPT AS NOTED ARE PROVIDED IN THE 12"¢X 114" ASTM A-307 MILD STEEL. _ COL. OR EXTN. (HW-821) TO ACCOMMODATE TNR ORAWwG AN. . NPo"C' y RAFTER SLOPE —T NERPRODUCTS COO+ THE ANDICIiv � �oNRE's,EEI E COMPANY qNN/OR rts S DvEeiEE nNU E NOT BE REPRODUCED WNONE MAYN MAY UPHILL HOLES ARE TO IO 1 COMPANY •PPRovnl of TURES STEEL 5"OWN PROOUCiA CON A, CERT.IN EEl ONE OR REREON ARE oR "". BE COVERED B. N BE OPEN AND ARE N C-N AR' S"O u B. PATENTS RND FOREIGN COUNT ERvnRTS T"EREOP T NOT USED "NoorNER PENDiNc.PPucnno"s N NO. E.O. REVISIONS DATE wN. CHKD. FRAMING ISOMETRIC IMPORTANT FOR "LR" BUILDINGS 7" C COL. I LOCATE COL. OR EXTENSION BEARING FRAME -AT ENDWALL OR EXTN IN DOWNHILL SET OF HOLES WITH COLUMN WEB DIRECTED WEB I- TOWARD BUILDING CENTER. _..--__..._..— National Steel Products Com Pany - i Subsidiary of I National Steel Corporation I COLUMN TO RAFTER CONNECTION - DATE S 3( �i SCALE NoN� DRAWN S..Rso CHECKED 6mh APPROVED APPROVED E.O. 78-15 SHT No. 3T1 1 10" E.S. USED FOR SOME CONDITIONS (I) TEA134EBOLT( 8" E.S. AT EACH END OF 8" .S. (2)34"OX134" 13OLTS (HW- 563) AT EACH END OF 10" E.S. CLIP 8)FOR N 8° E.S.ONLY.ONLY rn W ui 12"�XI' SPEC. HD. m o BOLTS (HW-850 ) EAVE STRUT — BRACE RODS USE HI- STRENGTH SMALL O.D. WASHERS BETWEEN BEVEL WASHER 6 NUT INTERM. FRAME RAFTER SECTION THRU EAVE STRUT AT RAFTER RAFTER I - --�-CLIP EAVE STRUT I O O I (A- 4058 ) ,210 OI INTERM. FRAME RAFTER VIEW - A ROOF BRAD EAVE STRUT REINFORCEMENT CHANNEL USED IN SOME BRACED BAYS. SEE ROOF PLAN FOR REQUIREMENTS FIELD DRILL EAVE STRUT FOR 12 "4X 1 4' BOLTS (HW -821 ) USE REINF. CHNL. AS TEMPLATE WALL — BRACING SIDEWALL INSTALL LARGE OUTSIDE DIA. WASHERS UNDER ALL ANCHOR BOLT NUTS. IDENTIFY WASHER SIZE BELOW. A. B. WASHER I OUTSIDE DIA. SIZE MARK NO. I OF WASHER 3;14 HW-1363 2 . 0 78"Ill HW-1364 2 4"'o 1"44 HW-136R 212"46 1 4" 0 H W- 1366 3" d 12"0 HW-1367 312E 0 9" 8" OR 10" - 1 PURLINS (12)OXl4" BOLTS (HW-821 ) RAFTER TOP FLG. BEVEL WASHER USE HI- STRENG SMALL O.D. WASHERS BETWEEN BEVEL WASHER & NUT SECTION AT STRUT LAR "RUT PURLIN PIUSE FOR 10' ROOF SYSTEMS DIAPHRAGM! FTER i 50 FOR 10"PURLINS ' WHEN BRACE ON EITHER !SIDE 34"T 78", OR BRACE ROD WEB, REINF. CHANNEL CCH-2651 ) USE ONLY WHEN BRACE ROD ON EITHER SIDE IS 78"OR 14 PURLIN a INTERM RAFTER p STRUT DIAPHRAGM (CH-2650) STRUT PURLINS USED IN BRACED BAYS. SEE ROOF PLAN FOR REQUIR PEAK PURLINS 8"OR 10" PURL (4)I 2• X114• BOLTS (HW -821 STRUT DIAPHRA (?STRUT PURL ( CH-26 50) FO 8" a 10' PURLII SECTION THRU STRUT POUN 8' STRUT PURLIN USED FOR 8` ® 10' ROOF SYSTEM ® l ' G ° ow SEE CROSS SECTION RIDGE DIAPHRAM ROD PURLIN LAP /EN FOR RAFTER SPLICE DOUBLE NUT EACH END (2)BOLTS EA ALL BOLTS �TgD . p• �^ SEE ROOF FRAMING END OF LAP FOR 12"X II4 . OF L OR PLAN FOR LOCATION ePURLINS (HW _8P1) l Ll S� I RAFTER 7 1 / 0 i �—FLANGE USE END HOLE OF FLG. BRACE ��i BRACE MAY BE FOR RAFTER ATTACH- i� REQUIRED ONE SIDE INTERIOR MI NT. SELECT THE OR BOTH SIDES OF / / FRAME APPROPRIATE HOLE OF INTERM. RAFTER 1 FLANGE BRACES MAY BE THE MULTI - PUNCH END SEE CROSS SECTION REQUIRED ON ONE OR PIPE COL. USED WITH FOR PURLIN ATTACHMENT FOR KNEE CONNECTION BOTH SIDES OF RAFTER. MODULAR BUILDINGS SECTION THRU RAFTER AT PURLIN LAP SEE CROSS SECTION FOR LOCATION SECTION THRU COLUMN AT GIRT SIMILAR INSTALL LARGE DIA. WASHERS UNDER A.B. NUTS SEE CHART EAVE STRUT AT LEFT GENERAL NOTES 1. ALL BOLTS LARGER THAN 12' $6ARE ASTM " A- 325 HIGH STRENGTH AND ARE TO BE TIGHTENED BY USE HIGH STRENGTH SMALL O.D. THE "TURN OF THE NUT" METHOD. IN SOME CASES WASHER BETWEEN BEVEL WASHER A-325 WASHERS ARE USED AS SPACERS. AND NUT. TYPICAL ALL BRACE RODS. 2. ALL BOLTS SHOWN EXCEPT AS NOTED ARE PURLIN LAP PURLIN LAP 12-OX114" (HW- 821) ASTM A-307 MILD STEEL. I�-0 1'-0 8" ROOF SYSTEM 2 O 1 -0 8" ROOF SYSTEM - - .O71R,OOf„ESY.S;CEIII^ZT ®'� '`6z"" 1=3^=tOtcFtU9F=SMS+T.E`.Mv 1 J — CAST -IN- PLACE BASE INTERIOR BAY INTERIOR BAY END BAY No. E.O. REVISIONS DATE DRO' CRND. FRAMING ISOMETRIC ( HW - 11100) FRAME FOR IILRI BUILDINGS ALL INTERIOR FRAMES EXCEPT I —St I�t INTERIOR - INTERIOR INTERM. FRAME PURLIN LAP ARRANGEMENT TRIs DRAWING. AND ALL INF.RVUTION CONTAINED STEEL r—_. N-atio a -Steel GIRT LAP ARRANGEMENT SIMILAR HEREIN. REMAIN THE PROPERTY OF NATIONAL � PRODUCTS COMPANY ANDTOR ITS SUBSIDIARIES AND, MAY NOT BE REPRODUCED IN WHOLE OR IN PART Products Company Subsidiaryof 'WITHOUT THE WRITTEN APPROVAL of NATIONAL STEEL ® National Steel Corporation ) PRODUCTS COMPANY. CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE S. PATENTS AND FOREIGN COUNTERPARTS THEREOF `UNun II DOTHERPENOINCAPPc.oNs. DATE SCALE RAWN CHECKED AP ED APPROVED E.O. S-T. 5-31-79 F%OA/E tam 11 --- - A 0 - /I0,532 - - --. f 1 Q- /O 3 _.:S 2/-\x NOTE% (4)1AI" 13OLT9(44W-1550) ALL MATCHING ROLEg WE STRUT CLIP (A-4050) MUST BE FILLED WITH b0LT5, (2)3,�#13� g0U5 (HW-563 DIFFEREIMT 7:RAME.S MAY REQUIRE A DIFFERSM-T QukMTITY OK 50 TS, W E 6 QUANTITY AND WASHERS DIM. 51ZE OF BOLTS NOIRE 21'Ik 6-34`0x214 ° 21 g 6- 78 4 z 212't �c 24" 8-34 + x ZV WE6 21EA- 8-34If$ >< 234it 27b 8-78"� xZIZtT 30tlA 13-76�x 212" 211 KmF-F- CommscTlom DETAIL 30"8 /0-'78"�JC 2 12 '0 s 5-036 5-036 5-031� 5-3 I 5- O 16 I fi 9116 'MI6 6L06r. SYMM. ABOUT 34 21DGe CAP FL - 1051 J 'I = z I � Ili 0 0 � at FLANGE BRACES ARE REQUIRED ON ONE SIDE. OF RAFTER . NEAR SIDE 02 FOR LEFT #AND RAFTER AND FAR SIDE FOR RIGHT RAND RAFTER. a NOTE' ALL MATCHING IAOLES MUST BE f1LLI_.D WITH BOLTS. BOLT 511E MUST BE 114 LESS TFIAI.I HOLE DIA. 5g" OR 34' BUTT t TRY. fT DETERMINE 5OLT DIA. >sr L LENGTH FROM BUTT it I� HOLE SIZE kr t. THICKNESS BUTT 34 7e 4l t THK. BOLT5 bOLTs ,tan 214!L6.212°LG. 34 234 LG. 212R LG. WASHERS RIOT REGYD. RIDGE SPLICE DETAIL I'mo tYI'E f ml!� 2047 Iz IrLF 350 440 3 570 4 Coco 5 f&Z7 � 1015+ 7 PLF nr rLF 7,,r- mr mr CAPACITY rr-w Law - we LOAr2 - 1.•11up LOAD - r3AY l0M0,wATlnuy 70 rA- 5.5 DL- 2,0 DL 2.5 r2L A pL 10 nL 202 3.75 OL 20 DAPS �F 12 L.L. 12 4, 20 LL 20 LL 30 LL LL ?O LL 50 LL I!o WL 21.2 WI, 2(. WI- 325 WL 20 WL Ow1.0.7NL 20 WL Z5 BAYS A MA 2.0171, 5 G r/L 2. 0 oL 017E *12 LL IZ LL 20 LL WA LL : ADL L1.20LL Rb` 2n01 17 WL 2013WL Z4 m, w1.31 N4 wL42NL COLUMI.15 I?Ar-Te 5 FOG VALZIOUS LOAD 'TYPES LE Ovr, N516.0,5 GY- 16660 CY 1(0641. N- A. RY-1bb37 RY-I(o643 CY- 1 /o6 14 CY- I bG98 CY- 16244 CY-1b 252 CY-162b4 CY-16272 CY Ib(e81 121 EkI RY Iv&p37 RY-Ivv4 RY-16243 RY- 16245 RY-16249 ,�J,b� RY-IL657 14t CY-1(i(o8(e CY-I(e!o%SGY-Ib250 CY-16254 CY-1626b CY-16274 CY I(o683 EN RY-I(o(o37 RY I(ofo43RY-16243 RY-16245 RY-1624q 12Y- 16251 RY-14661 CY I/o(oaB CY I(o(ol07 GY-16248 GY- 16256 CY- 1b2b8J�ff--r-16276 CY- I164e85 RY-16637 RY--I6643RY-16243 RY=`16247 R'(-`1624q RY-16253 RY-Iv�657 ZOI E� CY Iv(o92 CY I (0(049 CY- 162b0 CY- 16262 CY- 16270 CY- tb278 c-Y 16667 RY-1(o637 RY I(e(o43 RY- 16243 RY-16247 RY- 16249 RY- 16253 RY- I(.vbl CY-16624 CY I(o(o71 CY-Ilib73 CY-I(ob75 CY-tv(o77CY-1(ob7i CY 1(P6.89 241 �� RY-16637 RY-I(o(o43 RY-1(o(047 RY-I1o449 RY-Ifob61 RY'I(.65 RY- fbfobl O _ >r C A Vp: 0 Z 'iTrMW17AOP DE51C1.1 LaR9 AM y.NOWIi 4.1 WgAVY OUTLII.IC^5 p 0 , 0 0 0 0 0 � m � V o 0 N 16 P5F LIVE LOAD FOR JTI0LLrAIZ'f LOAD AREA ERUAL TO OW 1-859 TUAu Q27 52 FT. n 4 `} 33 Z o + FRAME CAPACITY = LIVE LOAD + DEAD LOAD s .9 s Q o 0 _� - >u >u w a w�13 PARTIAL. Gloss S»cTION I. ALL C0IJAIEGTIOII! B0L7s 5 If 4' AMP GAWER >�► ua WILL E,e- A-.3zs NICTN sTRomarm 15OLTs. O N d � N N 60'- O OLJT T(7 OUT IeTS 2. CUSTOM DESIGN FRAMES MAY REQUIRE DIFFERENT BOLT SIZE AND OR QUANTITIe9 AT KNEE AND RAFTER GONNEGT70H FROM ' - THAT SHOWN, BUT #AVE BEEN APEQUATELY DE91G iv. LOAD LOL-IDifioJS knee r`fPE CLEAGAWC� DIMEI-1510F,.15 "13,/ COLUMN FLAL-ICE 13-AGE5 IZArt152 FLAucjr, rm?AGES 3. ALL CONNECTION 5OL75 ARE 124�116(NW-921� EXCEPT A5 NOTED. 4. RIGID FRAME AT END WALL SEE END RIGID FRAME LOAD EAVI5 KAI�I; WE13 SAVE -HEIClN'fs FLAT-IC-,e r- fVACE 5t-Ufl01.15 FLALIC7E r32ACf; �iG1 1005 iso1`701 ISOMETRIC. _ ?YPES .HEICT.N'(5 pEPfN € tYPC 10' 12' 14' 1 G' 20, 24 ®16' EN ®24 EN ©ZO'Fk1 24'EN �F Ci JO I 10'TNRU24 21A '3/6 9 8�3j6 // Sr3/4, /3�9'3 /7l8iv 1/!8r3/!o A-2536 A•253& A-15310 A-253(, A-?537 A-Zg31 A-2637 A?537 ►O'THRUZ4' 218 g it> 9-8 rp 1! S /G 13 8 /G /7 S/� 2/"8 /lv A-253(o A 25310 A 1531v A 2537P A 2537 A Z537 !}-2537 A Z537 o E.O. REVISIONS 3&r4 12'TNRU24' 24 r7� 9 (8 = // 6 8 ! ' /3 G8 = / /% (08 ! 21 �8 A'?536 A;25310 A-2531 A 2 537 637 A212' A z'37 A 2537 Az537 � 4flD c.a FRAY TNRU 24,/r� 27A 7!34- // 34 /3 39 /7-3' r 2/-38 A-2537 A-253v A.2537 A?537 A-2�3s A-2538 A-2538 A-z538 r 6 Iln' TlaRU24' 1 s o O. AND Au NEORMaT ON coNTA NEo 6 12' � 14' 2 7 B 9 �3 4 /l = 3 4 263 A 8 A 2 38 253 A 8 A zssg _MP\' PRODUCTS CDMIANY ANDIOR ,s sDasoOR IN ART NOT BE REPRODUCED WHOLE OR IN vggT 7 12'THRUI(o' 30A 4=07/6 // 0�/6 _ /3'07/6 A 2b37 AZS38 Az 38 AZ538 AZti38 (, :.' .: OUTS COMPANY CERTAIN FEATURES SHOWN N PRO TTRCOMPANYACERTA.EDEAAURES SHOWN PRO HEREON ARE OR MAY BE COVERED BY ONE OR MORE s EORE cry couNTERVARTs TREREOE DATE SCALE DRAN 7 nO 24 F i' O Q V /7=0916 21'-09i6 A-2537 A-,2s38 A-2�39 A.24230 A-2y,- q-z�38 q-z�38 ° u ANDOTHERvENDNDAPP,CATONB T.ENrs ND ATE DRYWrlow -i- CHKD . L Ems..- 6y• 1NtE12M. FI?AMC 2d € 251 ftY5 11N2U I LA17 "Roo"', SIsN Products CompRny Subsidiary of ® National Steel Corp. CHECKED APPROVED APPROVED E.O. NO. ST IOZ bm h J8 w O ; V V am V 00 V 4�V �G2?F F�Ah'llNlst � SriEETINGI PUFL1^d _ ANGLE — STRUT CLIP ALL F OUTS r2'+x ! q �HNl-821� DETAIL AT STRUT CLIP LOCATED AT ENDWALL Co LS S n — MI FINIAL F7 100l4 Wv4c- CAP FL-1051 `TYYj P-Al FLAS111 NGj 8` ROOF COMPONENT U&"g EO0 IK010 10 KNIT 1W.KAf AL IM KOL IM MALIN i f19L1O am f1OZN Swig GUf 54W20 -i251A 00g4 -2255 Z-2z57 2-22SS Z-ZISM I-22S2 Z-2251 Z-2254 Z-22S0 R-4O00 Q-Z-7797 z-2256 Z-2255 Z-2254 0-41- "J" —1, et lffanar aryls A-9676 at and wl1 and of pN in. (far- d.arl nya 2T1 and ZT2). ION ROOF COMPONENT USAGE L III[ LW MT (R.) an KALIO INIEA 1011 /I�LIM EIS KM I /UDLIO IIRJ[Alt fIRLIM [AIR � sfplT✓ c�tP 40/ 25 Z-77" -7794 1-7797 U-1677 a.-IIo9b 0 USE !S - +M3 it IFAVK C^W011a e3 Q use as- 4aw WITH lave CA►lbPlGi 7 E.O. liv- O/K DAT11clol am National Steel Products Company -(9 t.* t u, T%xrr'ai K!-13 iRaz Subsidiary of I .0 National Steel Corporation LR GO 30 40 LIVE LO RGUF FRAHIM& ♦ SMHETIN • w •�•^»srrcrwaw. 1o..rww • DATE 3 -6- 7,- L,H bmin AlO. /la. OT" SCA d-Qq r,W NoN 14o - 16.13z CORNER SPAN GIRTS ENWMALL COLUMN SCHEDULE PEAK FINIAL FY- 1006 TYPICAL "M.iF zs ONLY RAKE ANGLE W A-2507 (3)RE0. TYPICAL 13 p SEE DETAIL A ABOUT 12 ypp� 25* W.L. ONLY I m K I? GIRT — — BRACKET ENOWALL COL. i0 A-17056 ORNER COL. TYPICAL p z CU PS A- g315 CLIPS A-10523 TYPICAL 61 TYPICAL C4 O CLIP ORNER SRAN NITERIOR S[RAN A-170S7 GIRTS ♦ TYPICAL ♦ � O OI 6/ M O IO m M) O I I I I I f- S4 - - - - ---'- -- II N 14 N N N N N N N N BASE CLIPS A-17055 2EA. COI. TYPICAL 2 I�_ LAP TYP.) 1 ) W. .ONLY 1114" BLDG. 20'-0 20'-0 201-0 24'-0 EAVE HEIGHT BLDG. ' a m ♦ In p OI O M O fA m Ml O E • I 1 i 16 16'-0 EAVE HEIGHT BLDG. O O m p O o m ♦ e ♦ M O Of EO M O Ol EO M O N- - - - - - - - - - 14-0 EAVE HEIGHT BLDG, 6NIII PANEL i0R'IS/ RAKE FLASHING 3 (FL- 1009)X20'-3 TYPICAL ALL ENDWALLS FIELD CUT (I) RAKE END CAP I-(FL-1040 ) AND I - (FL- 1040A) REDID. TYPICAL O WALL PANELS C m O CORNER FLASHING O ♦. N_ ♦ PANEL SIDE TRIM A b - I EAVE HT. ISO W.L. 20♦ W.L. 10,112:16' >t- 17074 E-17074 ;-170 114',20' E-17074 E-17076 i-17075 ( 24' .E-17074 E-17074 E-17075 20' INTERIOR SPAN GIRTS EAVE HT. 134* W. L. 20M W. L. 25+IlLL. 16116' E-17079 E-17079 111;14;20' E-17079 E-17080( E-17080 24' E-17079 E-1T079 E-17000 O W l0 Mf p Oi O IEf O 1 I — -- — — — — — —, r — — I f Q Mf Mf IEf 7E> N N lV lV 12'-0 EAVE HEIGHT BLDG, 10'-0 EAVE HEIGHT BLDG. CLIP A-17056 USE APPROPRIATE HOLES AS SHOWN kCABLE GRIT s 1 COINER COLUMN 2 -3N i 134 BOLTS (HW -563) Dde K yy COL. EXTN. i GIRT n LIP A-17036 ~ USE APPROPRIATE 4 HOLES AS 914MM e -2- 'RI% BOLTS 1HW-563) COLUMN DETAIL A COI, EXTN. CLIP A-17054 USE APPROPRIATE HOLES AS SHOWN (CLIP MAY OCCUR BOTH SIDES) e 4�1 GIRT COLUMN DETAIL C TNIS DRAWING. AND ALI INFORMATION CONTAINED NEREIN REMAIN 'HE PROPERTY OF NATIONAL STEEL PRODUCTS COMPANY AND"P ITS 5LIMIDIAWES. AND MAY NOT eE REPRODUCED IN WHOLE OR IN FART VVITHOUT THE WRITTEN APPROVAL OF NATIONAL STEEL PRODUCTS COMPANY CERTAIN FEATURES SHOWN HEREON ARE OR MAY BE COVERED BY ONE OR MORE U S PATENTS AND FOREIGN COUNTERPARTS THEREOF AND OT.E..E NDING APPLICATIONS. LT- Z r3 F IZ�Q, 13CCAUSc= Nor- �2' eallopy CORNER FLASHING IH- S >2 CORNER FLASHING FOR ASA PANELS PANEL SIDETRIM FOR "SAC PANELS w= NOJ DESCRIPTION INO.1 DESCRIPTION 10' 2 FL-1111 X 10'- 1 4 FL-It15 X 10'-1 12' 2 FL-1112 X IT -I 4 FL- 1116 X 12'-1 14' 2 FL- 1113X 14'-1 4 FL-1117 X 14'-1 16, 2 FL-1110X 6'-1 4 FL-1114X 6'-1 f FL -1111 X Id 4 FL-It15 X 10'-1 20' 4 FL 1111 X Id I 8 FL-1115 X 10'-1 24' 4 FL- IIf2 X 17-I FL- 1116 X 12'-1 Op =O ;J x yl 6 W COLUMNS ARE LISTED BELOW WITH ONE EXTENSION WHEN REQUIRED COR. COLS. COLUMN STATIONS I 2 10•' EC-17101 EC-17124 12' EC-17102 EC-17128 14' EC-17103 EC-17134 15 16' EC17104 EC-17140 20' 24' EC-17106 E F-17 57 CH-170 EC-17108 EF-17160 CH-17 10 E0-17101 EC-17124 12 EC-17102 EC-17128 14' EC-17103 EC-17134 16' EC-17104 EC-1T140 2d EC-na6 EF-IT157 CH-rr06 24' EC-17108 EF-17160 CH-170 10 EC-17101 EC-17124 14' EC-17103 EC-17134 2 5" 2d EC-17106 EF-17157' CH17063 24 EC-17108 EF -1/160 CH-17066 I tG° I I tt - KJ GI I BEARING FRAME TYPE LLSAGF ®FARINA FRABff RAFTER uRAr.F mwEnswounne �wpmdunnw N�Mmmvm®®' maA00©©©©©m l 'at E"�� IF- INTERN. FRAME REQ'D. AT ENOWALL GENERAL NOTES 1. QUANTITIES SHOWN ARE FOR ONE ENDWALL EXCEPT AS NOTED L REFER TO TECH. DRAWINGS 3TI O SYS FOR ADDITIONAL DETAILS. 3. EAVE HXIGM ON ELEVATIONS O CHARTS ARE NOMINAL DIMS. THE ACTUAL EAVE HEIGHT Of BLOCS. WITN 6' OR 10" ROOF SYSTEM. ARE: NOMINAL E.M. t O" FOR 0' ROOF SYSTEM NOMINAL E.H. t E* FOR 10' ROOF SYSTEM 4. ENDWALL COLUMNS MAY BE 7C, IOC WITH OR WITHOUT COI. EXL REVISIONS DATE SCALE DRAwN QNECRED 5-31-711 Nogg 54MC�7 D. IDMI,, LR-60 ENDWALL FRAMING a SHEETING IS~ 20 a 25•• WIND LOADS /((//D' J��National Steel - ./ Products Company Subsidiary of m National Steel Corporation ID APPROVED 78_O15 SHT 3T329 /-�a - /o332/-1,C 0 a m N s IF 00 EO N0 O f f r t` �o fV s w � N N IR 0 N e m (V I� EAVE STRUT (TYP) THIS GIRT LINE FOR 28' E H. ONLY END BAY GIRTS INTERIOR BAY GIRTS CLIP ANGLE A-17057 — THIS ADDITIONAL GIRT REWIRED FOR 25* W.L. _------_______________________ �t FRAME BAY I_ INTENIUH CAT t_ I 24 &2S_FT. EAVE HEIGHT EAVE FLASHING (TYP) —� CORNER FLASHING (TYP.) I I = lIr END PANELING I I I I I v N ¢ � J g J s w m N � J w a I BACK - LAP AS REQ'D. J I o I O I N m I N Rx x to I I I I In1 � FRAME it PANEL RIB (TYP.' IF - - I J 2 a a J O THIS ADDITIONAL GIRT. REWIRED FOR 25* W.L. �--- x -- - - ---------------------- ------------------------------ ------------------ Iri END BAY FRAME INTERIOR BAY 16 FT. EAVE HEIGHT I FRAME END BAY fV �s O THIS ADDITIONAL GIRT - REQUIRED FOR 23+F W.L.----------==—==___________—___-- I O F � O_ W N FRAME FRAME IN END BAY INTERIOR BAY END BAY �r I IQFT. 8 12 FT. EAVE HEIGHTS 20 FT. EAVE HEIGHT I J W u J O IF ADDITIONAL GIRT REQUIRED FOR 25db W.L. ------------------------------ ' — x -THIS - - - ---- - -- ------ - FRAME END BAY INTERIOR BAY FRAME ENO BAY s s 14 FT. EAVE HEIGHT WIND INTERIOR LOAD BAY EAVE B END PSF HEIGHT IMAY GIRTS 10' lV - O - IS 2d T19tU Z- 2234 g rc 25 .8, Z-2250 — 10 J W J W TIH JU 20 29 Z- 2254 g 20* ' 10�2',Z-- 2250 PSv A2 14, 2d Z- 2251 2.1 0 IT, U At 20' 2 BR Z- 2254 M � s 25 rc$3�t IOj2=,.IG_=,28 : _Z=_225,0•�; '9 25 14' Z- 2251 1 �2o',gaw �,� �, �z.�22s2_.Q N a EO. VISIONS DATE D. SIDEWALL FRAMING ® SHEETING 1` 't 4 gcul " CONTINUOUS GMT REFERE 5 78-15 V. at NEFI EIJDWALL s�fl i1 K"b. b-,i, Ras, 2o,q ie� wseD LOADS Steel -v �l THIS DRAWING. A —OR. TwN CONTAINED AND ALL I HEREIN REMAIN TIE PROPERTY OF NATIONAL STEEL National �p'�,��Products Company Subsidiary Of - PloDucTS eOwARNR.O AANN,mO ITS � ogRES.v AND MAY NOT THE WRITTEN OF STEEL C1J National Steel Corporation ' WRNOUT APPIIOVAL NATIONAL PRODUCTS COMPANY. CERTAIN FEATURE!. SHOWN HEREON ARE OR MAY BE COVERED EY ONE ON MORE US PATENTS AND fOREOM GWNTERPARTS THEREOF DATE SCALE IONC L CIIEOIED A APPROVED E.O. YSHT. ANO OTHER�ENDING APPLICATIONS. fO Z/_� IV bIV� ;. ND.3T420 /-1 C) -.5 J L--9 x TYPICAL BUILDING CONDITIONS REQUIRING WIND COLUMNS 0ORWR WIND C( a WIND COLS. I� OPEN SIDEWALL BUILDING WALL PARTIALLY OPEN WING WALL W/SA PANELS CORNER WIND CC FULL WALL CORN COL! PARTIALLY OPEN SIDEWALL BUILDING WALL W/ SA PANELS WING WALL OPEN r-o1 t EAVE STRUT m I o = L 44J EAVE STRUT CLIP w a p RAKE ANGLE w i - - BEARING FRAME RAFTER o J a WINO COLUMN EXTENSION m _p VIE W „A. WIND COLUMN MAYBE FIELD CUT TO LENGTH STRAIGHT OR TAPPERED SIDEWALL OR COMMON WALL GIRTS SECTIION''B" CLIP (A-10523) 1 "_-GIRT EXTENSION ENDWALL GIRT �-- PANEL SUPPORT (;:-2628) L GIRTS USED AT SIDEWALL USED TO SECURE OR COMMON WALL I WALL PANELS 8 FLASHING AT COMMON WALL CORNER CONDITIONS CLIP ( A- 10523) I USE (2) PANEL BEND DOWN FOR I SUPPORTS FOR TAPPERED COLS. �I DEEPER TAPPERED II W. COL. CONDITIONS -WIND COLUMN ANCHORAGE z I —PANEL RECESS 1 I� II CAST -IN- PLACE BASE I L 4 SECTION AT ENDWALL CORNER WIND COLUMN INTERIOI WIND CO INTERIOR W W/PARTIAL WALL WIND COL BUILDING WALL OPEN WING WALL W/ SA PANELS ISEE NOTE M S) BUILDING WALL OPEN WING WALL OPEN (TWO WINGS) CLIP (A-4058) EAVE STRUT--� ,� -1 2" XI" SPECIAL HEAD SPLICE PLATE AT FAR ----�, j' BOLTS (HW-850) SIDE (PL-17O53) 1 O (2)58" X114" BOLTS 5I (51 8 X 14 BOLTS 1 r, O (HW-2640) (HW-2640) I 1 LO JO WING UNIT r BEARING FRAME _ RAFTER F BASIC BUILDING OR Q�I I WING UNIT BEARING 1 I J FRAME RAFTER WIND COLUMN EXTENSION I �I ( C-17084) (2)58"X114 BOLTS —A (MIN -2640) t� WIND COLUMN — % COMMON WALL SHEETING LINE - WIND COLUMN WHEN USED VIEW "A" AT COMMON WALL WIND COLUMN CORNER WIND COLUMN SAME EXCEPT WITHOUT LOWER WING UNIT RAFTER a SPLICE PLATE COMMON WALL I I 1 WIND COLUMN GIRT IF USED I I CLIP (A-10523) O J WING UNIT PLATE PANEL SUPPORT---,/ (t-2628) ATTACH 1 �• GIRT EXTENSION H WITH A 14 SELF I� 11 / (CH -17083) TAPPING SCREWS �I '' FIELD DRILL GIRT � -------------- �.--ice /--_ _�-- J WING UNIT i0 IJ ENDWALL I Q GIRT 7 t 1 O 0 O 1 10 O COMMON WALL 4WINO " COL. BASIC BLDG. ENDWALL GIRT — SHEETING LINE SECTION -"B" AT INTERIOR WIND COLUMN SIDEWALL GIRT CLIP (A- 10523 ) PANEL SUPPORT (Z-2628) ATTAC WITH *14 SELF TAPPING SCREW CLIP (A-17057 SHEETING ANG SPECIAL ORDEI GIRT EXTENSIOI (CH-17063) 1 4" 4 WINU GUL. SECTION"B" AT CORNER WIND COLUMN MINIMUM SIDEWALL SHEETING REQUIREMENTS LINEAL FEET OF SHEETED SIDEWALL ci _ BASIC BLDG. SPAN _j W.U. SPAN = W.U. SPAN 60' p w 3 20, 24' 30' 36' 40 SO' w 9 24' 36' 48' w 24' 36' 40' 15 16 16 16 16 16 16 19 15 16 21 15 20 114[ 6 16 16 I6 17 21 26 8' 20 17 36 14' 20 27 16 16 19 21 26 32 25 21 43 25 34 6 16 16 16 16 19 23 15 22 15 23 49 16 I6 18 20 25 30 9' 20 29 16' -0 31 65 16 18 22 24 31 38 25 36 25 38 82 6 16 16 16 17 22 26 IS 16 33 IS 39 16 17' 20 23 29 35 ID' 20 20 44 17' 20 50 I6 21 25 28 36 43 2S 255...4 2S 62 16 17 19 24 30 15 26 15 26 20 24 26 32 39 11` 20 34 18,20 35 25 29 32 40 49 25 42 25 43 24 30• 36 15�14 38 15 60 20 32 40 4 B I2' 20 51 20' 20 80 25 40 5.0 *60 25 64 25 10 15 28 35 43 15 30 15 47. 24' 20 37 47 *57 13' 20 40 21' 20 61 25 47 #58.*F71 25 4.9 25 76 �(- BASIC 48' BUILDING LENGTH WITHOUT ONE 16' BAY EXTENSION REQUIRES WIND BRACING. BASIC 48' BUILDING LENGTH WITHOUT TWO 16' BAY EXTENSIONS OR BASIC 60' BUILDING LENGTH WITHOUT ONE 20' BAY EXTENSION REQUIRES WIND BRACING. GENERAL NOTES- I. TYPE "SR" 8 "SS" ROOF AND "SA" 8 "SS" WALL PANELS FUNCTION AS LONGITUDI- NALS BRACING FOR THE BUILDINGS. REMOVAL OF ANY REQUIRED PANELS IS PROHIBITED UNLESS OTHER BRACING IS PROVIDED. 2 WIND COLUMNS OR OTHER BRACING MEANS MUST BE INSTALLED WHENEVER THE TOTAL EFFECTIVE LENGTH OF SIDEWALL COVERED WITH TYPE "SA" OR "SS" PANELS AT A COLUMN LINE IS LESS THAN THE MININUM SHOWN IN THE TABLE. THE TOTAL EFFECTIVE LENGTH OF SIDEWALL SHALL BE DETERMINED AS FOLLOWSS A. START WITH THE TOTAL LENGTH OF SIDEWALL. B. SUBTRACT THE SUM OF THE WIDTHS OF ALL INEFFECTIVE AREAS SUCH AS DOORS, WINDOWS, PLASTIC PANELS, OTHER OPENINGS, STRAN-WALL PANELS, ETC. C. SUBTRACT 3FT FOR EACH PANEL ADJUSTMENT TO AN OPENING WHICH IS NOT STITCHFASTENED TO FRAMING MEMBER OF OPENING WITH HW-S35 (*IOX 511 S.M. SCREWS AT 20"O.C, 3 THE TOTAL EFFECTIVE LENGTH OF ROOF COVERING, MEASURED ALONG THE SIDEWALL. SHALL BE THE SAME AS THAT REQUIRED FOR THE SIDEWALL. THE TOTAL EFFEC- TIVE LENGTH SHALL BE DETERMINED IN THE MANNER DESCRIBED ABOVE FOR SIDE WALLS. WHEN A SUFFICIENT LENGTH OF ROOF COVERING IS NOT AVAILABLE, DIAGO- NAL RODS OR OTHER BRACING MEANS MUST BE PROVIDED. 4 TO BE CONSIDERED EFFECTIVE, THE PANEL MUST BE ATTACHED AT THE SILL AND EAVE AS SPECIFIED. FULL EAVE HEIGHT MASONARY WALLS, ATTACHED TO EAVE STRUT W/V' DIA. X O'-8" LG. MACH. BOLTS @i 4'-0" 0 C. MAY BE CONSIDERED AS EQUAL TO PANELS. 5 BUILDINGS 36 FT WIDE OR LESS, WITH ONE WING UNIT. DO NOT REQUIRE WIND COLUMNS IF THE TOTAL EFFECTIVE LENGTH OF SIDEWALL EXCEEDS THE MINIMUM FOOTAGE SHOWN IN THE TABLE FOR A BASIC BUILDING OF COMPARABLE WIDTH, HEIGHT, AND WIND LOAD. 6. SEE WIND COLUMN ANCHOR BOLT SETTING AND SUGGESTED FOUNDATION DETAILS NNis p4wmG .Nc ... � sue wry�rvEn EN[IN REc.in .vf "an"E ..,ir,w., • rnoouc*s a."."..Nc �F��� soas�D�.rv�Fsv :rv` r..�i RRE NE.NouucFn " IIt ��• � '•" LHE wMr*EN .w^ov. O .� s1Efl wEDolcrs cor.N. ccovE"E '` "•,1u" s""w. EREUN "N[ OP M.. N c P • U'ry 1' •" ut)"I U S P T1N AND EONS iGry OWNrFNP."�S r�F"E O. iNENFENDING. 1D T.OHS to _E.o REVISIONS DATE wtwN CHKD WIND COLUMN REQUIREMENTS FOR SM 8 LR ENDWALL 11 — --- = BEARING FRAMES National Steel -- -- _ Products Company L= d iry of DALE SCALE DRAWN, CHECKED APPROVED APPROVED E.O. It"'6T171 5.31 79 ,unrJ� n_.3. AL, 7E -�