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SS9901-SP041229J o0E-N n- NC,W0 Q, m ° rn = N STRUCTURAL NOTES GENERAL NOTES Mm °X Cid_ J q'i Z a ira,N $PECIFICiA„LION.t'!� 1. These plans are intended to provide the basic construction information necessary to U a N m substantially complete this structure. This means these plans must be verified and checked o N o L acomplete) by the general contractor or person in authority for the job. Any discrepancy, 11! = 1. American Iron and Steel Institute (AISI), Cold Formed Steel Design Manual, 1996 Edition error andy or omission, if found, is to be brought immediately to the attention of with 1999 Addendum. NUCONSTEEC Commercial Corp. 2. American Institute of Steel Construction (AISC), Manual of Steel Construction, Ninth 2. All codes, ordinances and requirements - Federal, State and Local -take precedence over 0 Edition any part of these plans that may conflict with these agencies' rules and /or regulations and N U 3. ASTM Standard Specifications for Steel Sheet, zinc - coated (Galvanized) by the .hot -dip must be adhered to before and during construction. process, structural (physical) _quality. 3. General contractor /builder shall verify all dimensions and coordinate finish materials selected. If different from that shown on the architectural drawings and structural drawings, 4. American Welding Society (AWS), D1.1 and D1.3. then NUCONSTEEL' Commercial Corp. is to be notified before any construction work is started 4. NUCONSTEElf Commercial Corp s. sole responsibility s to supply steel framing in accordance with the jT00F �FjTj4WIAVO oeiroeirEiV contract documentation so that a structurally adequate framing system may be constructed. No inspection or supervision of the project is implied or forthcoming unless contracted for. U MATERIALSr 5. Steel framing material is supplied with as many of the different items cut to length as L All galvanized structural steel members and component parts, 16� gau a or heavier shall possible where large quantities of the same part are required. Other small quantity parts, 9 P t g variable length parts, and other clips, plates, angles, etc., shall be field cut from supplied stock „ k be formed from steel that conforms to the requirements of ASTM A446 or A653 having a length parts. Cutting of stock length material is not the responsibility of NUCONSTEE17 Commercial Corp. 3 minimum yield of 50 ksi. ,., ,, ,,,. „, . 6. An deviation from the approved plans re uirin field modification of a structural nature shall ,I pp,c ' " r `' ° �r "r-'I Rev;, 2. All galvanized structural steel members and component forts, 18 gouge or less, and all track shall y PP P q gg• j . 9 ed from steel that conforms to the re uirements of ASTM A446 or A653 having a be approy Id by a structural engineer representing the General Contractor /Builder. NUCONSTEEL' y ley „ sf be form o t q 9 Commercial Corp. shall be held harmless for any such modifications not approved by NUCONSTEEL f minimum yield of 33 ksi. Commercial Corp. k 3. All galvanized studs and component parts shall have a minimum G -60 coating. 7. Dimensions, when shown, take precedence over using scale on prints. V' h ' ;Ins and ,, n „ 4. Physical properties and allowable load car ing capacity of members shall be determined 8. NUCONSTEEL Commercial Corp. will supply to the General Contractor /Builder a complete Bills of Material fuyn c ,4)9 c C, y ^ m accordance with the 1996 AISI with 19 9 Addendum. for all steel framing material requirements. It is the General Contractor /Builders responsibility pry v, s to verify the material delivered to the lobsite conforms to this list and notify NUCONSTEEL Commercial 5. Perforations will be allowed in web of studs only at a minimum edge distance of 10 and Corp., immediately of any discrepancies. a minimum spacing of -O o.c. The width of any perforation shall not be more than the stud depth/2 or 2 1/2", whichever is `less. At no time shall the flanges of an load bearing � 9 Y 9 9. All material must be stored in a secured area and on a flat plane and protected from W r member be cut or removed: conditions that may cause any physical damage. If material damage (e.g., rusted, dented, CAN- ER C"" < >,,,I ,., bent or twisted) occurs, it is the responsibility of the project engineer or architect to Z Cr) 6. Steel drillingg screws shall be of the minimum diameter indicated by the design and determine what is damaged. Any damaged material shall be removed from the job site �' Q N l y attach .ent details. Penetration through joined materials shall not be less than 3 exposed immediately and replaced. d � 10. These drawings, plans and contents represent propprietary material and are not to be copied, z O W rn ,: 7. Screws shall have a protective coating at least equivalent to cadium plating (ASTM A-165 reproduced or utilized without the expressed writ fen consent of NUCONSTEEL' Commercial Corp. (,L U Z c� v -� �w- .0 ,v:- type NS) for use in exterior assemblies. 0 N 11. No deviation from these plans will be accepted. Any modifications to plans, prefabricated wall U Z:5 ti ti panels, floor trusses, roof trusses, or any other prefabricated component must have prior (n rn notification and approval. All modifications must have written permission by NUCONSTEECCommercial U O QQ Corp. All changes must be submitted in writing. No charges will be accepted otherwise. Q X:R INSTALLATIONi GENERAL 1B ~ cf) � Cl) W STEEL MATERIAL SELECTION GUIDE CD O CO 1. Construction and /or temporary bracing is aiways required and must be kept in place until �"-' Z � � v: the structure has been stabilized, aligned, plumbed, and secured by both steel O c+) J d connections and foundation attachments. _„ _ CD Color Code Minimum Thickness Design Thickness I W 0 0 (V eFOREST 2. All roof trusses, wall studs, floor joists and trusses and other component parts shall be of �/ -1 W r the type, size, steel thickness and spacing shown on the "plans. " (25 GA.) 0.0188 „ (18 mils) a3 LL LL. None 0.0179 o) �T 3. Connections shall be accomplished using self-drilling screws at the size, quantity and spacing White 0.0329° (20 GA.) 0.0346" (33 mils) , U o- specified on the plans. For heavier gauge material, welding may be substituted for screws. , 4. Handling and lifting of any member or pre - assembled truss or wall unit shall not cause Yellow 0.0428„ (18 GA.) 0.0451" (43 mils LIFT STATION ) damage or permanent distortion in any member. Green 0.0538" (16 GA.) 0.0566" (54 mils) Q 5. Cutting of steel framing members may be accomplished with a saw or shear. Torch Orange 0.0677° (14 GA.) 0.0713" (68 mils) cutting is not permitted. Field cutting is not the responsibility of NUCONSTEEL" Commercial Corp. Red 0,0966" (12 GA.) 0.1017" (97 6 Axially loaded studs shall be installed seated squarely (within 1/16 ") against the web portion of'the top plate and bottom track. `> M1 , - _ 7. Splicing of axially loaded members shall not be permitted. W 8. Bearing surfaces for joists, rafters, trusses, top plate and bottom track supporting walls o shall be uniform and level to assure full continuous bearing contact and direct load STEEL MATERIAL DESCRIPTION transfer for these members. s 9. Install headers in all openings in load bearing walls that are larger than the stud spacing 600 S 162 - 54 in that wall. King studs and jamb studs are used to support headers. Header, king stud, jamb stud and connection requirement are shown on the plans. ( Z Death Material Thickness 0 10. Top plate and bottom track shall only be spliced as shown on the plans. a Member Tvoe Flange Width Minimum Yield R 11. Sheathing material for shear wall or roof diaphragm and wall conditions shall extend and 0 be connected to all chord members, i.e., top plate and bottom track. 362 = 3 5/8" S = Stud Member 125 = 1 1/4" 18 = 0.018" 33 ksi Lu 12. Insulation 'shall be installed into all jambs, headers and post -type conditions that will be 400 = 4" T = Track Member 162 = 1 5/8" 33 = 0.033" 33 ksi inaccessible after installation within the exterior wall cavity. 500 = 5" 200 = 2" 43 = 0.043" 33 ksi D FOR. 13. Tsgg suggested height for all load bearing walls must be level on each floor. Laser leveling is „ „ su ested #o insure uniformity. 600 = 6 250 = 2 1/2 54 = 0.054° 50 ksi 14. All structural steel bolted connections are made using ASTM A325 bolts with nuts. (U.N.0) 800 = 8" 68 = 0.068" 50 ksi m Tightening of these bolts is by the AISC specified "Turn of the Nut" method. Reference 1000 = 100 97 = 0.097" 50 ksi AISC for further information. Lu . 15. All field welds are to . made using E70XX Electrodes for hot rolled steel following zoos ALL RIGHTS izETE MA C A N F E R CONSTRUCTION AWS Welding Standards. E60XX Electrodes for cold formed Steel. THEBEPlANSREPRESENi PROPRIETARYMATEWA ANC ARE THE PROPERLY OF NUCONSTEEL" COMMERCIAL CORP. REPROONCRON. COPYING OR PROJECT STRUCTURAL DESIGN an °�¶�OP HIS M ^INWHa EaRw PARr15 Pfi0HIBITEO WITHOUT PRIOR WRITTEN TOLERANCES REQUIREMENTS Aum°wuRaN. 1. Vertical alignment (plumb) of studs shall be within 1/960 (1/8" in 10' -0 ") of the span. f DRAWN BY: DPK DALLAS, 2. Horizontal alignment (level) of walls shall be within 1 960 (1/8" in 10'-Om) of their Roof framing system on this project is designed to meet or exceed the DATE: 11 -24 -04 respective; length. (1 ) / (/ ) following: CHECKED BY: KIP 3. Spacing of studs and other load bearing' members shall not be more than + or - 1/8" from Codes &Specifications: DATE: 11 -24 -04 the designed spacing providing that the cumulative error does not exceed the requirements of the finishing ;materials. Building Code: IBC 2000 Specifications: AISI -2001 SHEET TITLE: COVER PAGE / INSPECTIONS Loads: Roof Snow /Live = _ 90 psf ! INDEX OF DRAWINGS Wind Load 91 mph, ExposyrS e "C 0 ° 1. Adequate temporary bracing has to be installed to keep the structure stabilised due to Roof Dead Load = 1 pd, Roof / SEAL construction loads and unanticipated wind loads. _ �.n s Ceilin PAGE REV DESCRIPTION DATE T1A COVER PAGE 11 -24 -04 S1A FRAMING PLAN AND DETAILS 11 -24 -04 9 PAGE REV DESCRIPTION DATE 2. All members shall be checked for bearing, completeness of attachments, reinforcements, - Importance Factor = 1.0 permanent bracing, etc. 3. All wall studs, floor joists and roof trusses /rafter framing have been installed' according Deflection: Trusses designed to support all design loads and deflection limited to: to the spacing and attachment specified by the construction drawings. Total load = L/240 = 4. Top plate height is at a uniform height throughout to insure the roof system on upper .Live load L /360 level floor system is level. Note: (1) Any deviation to the above specified requirements must be brought to the immediate attention of NUCONSTEEC Commercial Corp. Certification appplies onlIyy to materials (2) Foundation, slab, concrete //block walls, anchor bolts, and any related components furnished by NUCONS L'Commercial (not supplied by NUCONSTEEC Commercial Corp.) must be adequate to support/ corp. and does not represent the withstand all imposed loads /conditions, as well as meet all requirement of ro essional of record. pertinent state and local codes. (3) Certification applies only to items furnished by NUCONSTEEL'Commercial Corp., SHEET NUMBER for the roof system only. ISSUED FOR APPROVAL 11-TIA) JOB NUMBER: 04277 NUTRUSSTM TOP CHORD 7 NUTRUSS" BOTTOM CHORD 12 VERIFY ct4 , . LATERAL i • ;..;, LATERAL TRUSS BRACING ' 2WCLA300 -68 ®90' EACH 2) NN xTIO HEX (4 LONC) W11 OW APICAL TRUSS CH CONNECTION HEX SCREWS 0 TRUSS,` a, u� , r CONNECTION TO WALL �' r` 15OF125 -30 12' -0" 1' -8" ° `. •. BY OTHERS f` FOR TRUSS X- BRACING BOTH SIDE OF WEB •�° q '' 10x3 4" HEX . tP �+'� : o CMU WALL BY OTHERS 15OF125 -30 W/ (4) # / FOR TRUSS X- BRACING f ri BOTH SIDE OF WEB 3" LAP TYP, VERIFY W/ (4) #10x3/4 HEX LATERAL ,jRUSS RACING L� U`w W/ (2) if 10x3/4 HEX �,�,�^�'' EACH CONNECTION NUTRUSSTw ` � �� 0 "� CHORD t75' ( BUILDING SECTION N•T.S• 0 TRUSS TO WALL O TYPICAL TRUSS TEMPORARY BRACING N.T.S. N.T.S. P10EffSPEMCAIIM SHEff " +- ROOF FRAMING PLAN j 3 � SCALE: 1/4" = 1' -0" END WALL HERS ER FRAMING : BY OTHERS • •: •+ • ••• ••. • I •• I: 1 •+ • :.W :• ••I •:• .I' 0 1t•0• up ' 111.1 • . HOCK —9 1916*, UINWANNOW ;t"!J1!1RT9I t1 i31114 •+a/ I I'�1 DO f. . :• ••1 1'I: • ra •y:. •,IM � � •r, , :ri � •' •�0 • •. • ••'� ., .• : 5 1 •` yi N , 2" •7:1• : ••q: 1.1 A :' •11 • •• • .••:• ! 1 �® 101 ® •• •• • �I� 119RAZk4mal 1' 111IN3 :• •tl • :• • ••�• 1 1� 1:11 ©• •• • ! ! c•�. IN � .:::•IL.R .:, 1 1®j b � 101 � :• "ua. • a.. 1 1 a M 3 16' 'v 1 5/8. 5 1/2 CHORD 3/16- 1/20 11/2" 9..1:.? CHOBQ iv 1/2" 1/2 , 'd 1::1'�• 7 N ON •Ian !• • •• • 17. • "' N M GENERAL NOTES FOR ROOF FRAMING 1• THE SYMBOL BELOW REPRESENTS A REQUIRED X— BRACING LOCATION IN ROOF TRUSSES. USE 15OF125 HAT CHANNEL MATERIAL FOR BRACING, SEE DETAIL PAGES FOR MORE INFORMATION. ATTACH TO TRUSSES WITH (4) #10's PER CONNECTION. NOTE THAT X— BRACING IS AT EACH LEVEL OF TRUSSES WHERE A CAP TRUSS IS BEING APPLIED. REQUIRED LATERAL BRACING LOCATIONS ARE INDICATED AS BELOW, USE 150F125 HAT CHANNEL WITH (2) #10 SCREWS PER CONNECTION. SEE DETAIL PAGES, APPLY RUN OF CHANNEL ALONG TOP CHORDS OF TRUSSES EVERY 10' -0 ", APPLY RUN OF CHANNEL ALONG BOTTOM CHORDS OF TRUSSES EVERY 10' -0 ". LAPPING OF MATERIAL NOT TO EXCEED 3". 2. ALL REQUIRED BEARING LOCATIONS ARE INDICATED ON TRUSSES WITH BLUE PAINT, 3. ROOF DECKING, BY OTHERS, TO BE USED FOR BRACING OF TOP CHORDS. 4• 1 1/2" HAT CHANNEL TO BE PROVIDED AT 2' -0" D.C. FOR BOTH TOP AND BOTTOM CHORDS. 5, NO DEVIATION FROM THESE PLANS WILL BE ACCEPTED, ANY MODIFICATIONS TO PLANS, PREFABRICATED WALL PANELS, FLOOR TRUSSES, ROOF TRUSSES, OR ANY OTHER PREFABRICATED COMPONENT MUST HAVE PRIOR NOTIFICATION AND APPROVAL. ALL MODIFICATIONS MUST HAVE WRITTEN PERMISSION BY NUCON STEEL, ALL CHANGES MUST BE SUBMITTED IN WRITING. NO CHARGES WILL BE ACCEPTED OTHERWISE. . :• ••1 1'I: • ra •y:. •,IM � � •r, , :ri � •' •�0 • •. • ••'� ., .• : 5 1 •` yi N , 2" •7:1• : ••q: 1.1 A :' •11 • •• • .••:• ! 1 �® 101 ® •• •• • �I� 119RAZk4mal 1' 111IN3 :• •tl • :• • ••�• 1 1� 1:11 ©• •• • ! ! c•�. IN � .:::•IL.R .:, 1 1®j b � 101 � :• "ua. • a.. 1 1 a M 3 16' GENERAL NOTES FOR ROOF FRAMING 1• THE SYMBOL BELOW REPRESENTS A REQUIRED X— BRACING LOCATION IN ROOF TRUSSES. USE 15OF125 HAT CHANNEL MATERIAL FOR BRACING, SEE DETAIL PAGES FOR MORE INFORMATION. ATTACH TO TRUSSES WITH (4) #10's PER CONNECTION. NOTE THAT X— BRACING IS AT EACH LEVEL OF TRUSSES WHERE A CAP TRUSS IS BEING APPLIED. REQUIRED LATERAL BRACING LOCATIONS ARE INDICATED AS BELOW, USE 150F125 HAT CHANNEL WITH (2) #10 SCREWS PER CONNECTION. SEE DETAIL PAGES, APPLY RUN OF CHANNEL ALONG TOP CHORDS OF TRUSSES EVERY 10' -0 ", APPLY RUN OF CHANNEL ALONG BOTTOM CHORDS OF TRUSSES EVERY 10' -0 ". LAPPING OF MATERIAL NOT TO EXCEED 3". 2. ALL REQUIRED BEARING LOCATIONS ARE INDICATED ON TRUSSES WITH BLUE PAINT, 3. ROOF DECKING, BY OTHERS, TO BE USED FOR BRACING OF TOP CHORDS. 4• 1 1/2" HAT CHANNEL TO BE PROVIDED AT 2' -0" D.C. FOR BOTH TOP AND BOTTOM CHORDS. 5, NO DEVIATION FROM THESE PLANS WILL BE ACCEPTED, ANY MODIFICATIONS TO PLANS, PREFABRICATED WALL PANELS, FLOOR TRUSSES, ROOF TRUSSES, OR ANY OTHER PREFABRICATED COMPONENT MUST HAVE PRIOR NOTIFICATION AND APPROVAL. ALL MODIFICATIONS MUST HAVE WRITTEN PERMISSION BY NUCON STEEL, ALL CHANGES MUST BE SUBMITTED IN WRITING. NO CHARGES WILL BE ACCEPTED OTHERWISE. ri f•u p:fffv a :i. F % /�j� G, i <s i -+1 j • i ;i s% • ;r i W H 0 O a U W m 2004 ALL RIGHTS RESERVED THESE PLANS REPRESENT PROPMETARY MATEWL AND ARE THEPRCPERTY OF 14=11 STEEL' COMMERGAL CORP. REPROp{1f1110N,COPYINOOR PART IS PR OPTEDMATERIALWWMITTEW PART IS PROHEITEO Wa10VrpRiOR Win7EN AtflHOlaTAaOlL DRAWN BY: DPK DATE: 11 -24-04 CHECKED BY: KJP DATE: 11 -24-04 r SHEET TITLE: FRAMING PLAN AND DETAILS SEAL Certification oppplies onlyy to materials furnished by NUCONSTEEL"Commerciol CoreP, and does not represent the rofessionol of record. JOB #: 04279 14 14 . r N 1/2* , 2" LR N N 1 1/2- N , 2" N M N � b N M M „ 10 a M 3 16' 'v 1 5/8. 5 1/2 CHORD 3/16- 1/20 11/2" 9..1:.? CHOBQ iv 1/2" 1/2 , N LF a N N • "' N M N •,P , "} 3/16 3 16 1 58" 1 58" 3 1/2 CHORD 2 i/2 CHORD NUTRUSS COMPONENTS NOTES: 1) NI structural properties are computed In accordance with A,I,S.1 Specification for Design of Coll Formed Steel Structural Members, 1996 Edition with 1999 Addendum, 2) Ali material conforms to ASTM A653 with the following minimum yield strengths: o , 22 gouge: 50 KSI steel. b . 20 gauge: 50 KSI steel, c . 16 gauge: 50 KSI steel c). 16 gouge: 50 KSI steel ri f•u p:fffv a :i. F % /�j� G, i <s i -+1 j • i ;i s% • ;r i W H 0 O a U W m 2004 ALL RIGHTS RESERVED THESE PLANS REPRESENT PROPMETARY MATEWL AND ARE THEPRCPERTY OF 14=11 STEEL' COMMERGAL CORP. REPROp{1f1110N,COPYINOOR PART IS PR OPTEDMATERIALWWMITTEW PART IS PROHEITEO Wa10VrpRiOR Win7EN AtflHOlaTAaOlL DRAWN BY: DPK DATE: 11 -24-04 CHECKED BY: KJP DATE: 11 -24-04 r SHEET TITLE: FRAMING PLAN AND DETAILS SEAL Certification oppplies onlyy to materials furnished by NUCONSTEEL"Commerciol CoreP, and does not represent the rofessionol of record. JOB #: 04279