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2005-690 (2) BUILDING DESCRIPTION: FNDWAIL FRAME TYPE BUILDER / CONTRACTOR RESPONSIBILITIES _ GENERAL NOTES BASIC SIZE: WIDTH"<,. LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" SS 45'-0 120'-0 W-3 1:12 BEARING FRAME BEARING FRAME IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER TH S CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS BLDG. "B CS fi0'-5 40'-0 16'-fi 4.5;12 BEARING FRAME MAIN FRAME COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS THIS METAL BUILDING IS DESIGNED WITS THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED REQUIRED. ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. COPPER WARNING- IN NO CASE SHOULD GALVALUME STEEL PANELS N USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. 1. AMERICAN INSTITUTE CF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, HARING, :R TUBING ONTO GALVALUME SHOULD BE AVOIDED. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) OF STRUCTURAL STEEL FOR BUILDINGS" BASE CONDITION: SHEETING: P_A.!NKET TYPE INSULATION: WHERE DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) 2. AMERICAN IRON AND `STEEL INSTI CUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL NO RECESS 26 Go A=PBR/GLUM B=PBR/CRM-RED ROOF NONE ED BY MANUfA�iuRERI� BY OTHERS El ROOFQ WALLO UL-25� .DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MEMBERS" BASE TRIM 26 Go PBR/CHARCOAL GRAY WALL SELF DRILLING SCREWS *ZINC CAPPED THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( / 12 X ly ) STITCH ROOF(.*.r_ x b ) ANCHOR BOLTS THE BUILDING THEE CONTRACTOR FISCRESPONSBNLEINEERS FOR ALLNLESS ERECTIIONCOFCALLY STEELI AONIDAASDSOCIATED WORK IN COMPLIANCE WITH 1AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 3/8"IED 26 ca CHARCOAL GRAY RAKE MEMBER WALL( # 12 X Ik STITCH WALL( R,F x ) BY OTHERS THE BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. 4. METAL BUILDING MANLFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 1" EO 26 03 CHARCOAL GRAY SAVE RAKE TO ROOF: S11TCH RAKE TO WALL: : STITCH PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL WARRANTIES 26 Ca CHARCOAL GRAY GUTTER GUTTER TO ROOf: ST6CH CUTTER STRAPS: STITCH BY BUILDING ° MANUFACTURE CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO THE MANUFACTURER IN 5. INTERNATIONAL CONFERENCE:OF BUILDING OFFICIALS "UNIFORM BUILDING CODE" U.L. 90 No 26 Ga CHARCOAL GRAY DOWNS. CORNER TRIM: STITCH RAKE ANGLE: MEMBER n WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 120 YR ROOF YES 26 Go CHARCOAL GRAY CORNER ADDITIONAL FEATURES: AFTER THE BUILDER LEARNS OF THE DEFECT, THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS 20 YR WALL YEs 26 co CHARCOAL GRAY ACCESS. CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO BUILDER 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE BUILDING LOADS MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. 8. NATIONAL BUILDING CODE OF CANADA. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT INDICATED IS O CERTIFY THAT THIS STRUCTURE BY RE IS DESIGNED UTILIZING HE LOADS THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER,,THEN UPON WRITTEN AUTHORIZATION OF MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY 1993 THE MANUFACTURER THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTIONS, CONFORM TO ASTM-A529 OR A-572 . FLANGES WITH THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12"•.IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE OF 35,000 psi. ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A36 OR A572 ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, WITH A MINIMUM YIELD POINT OF 50,000 psi. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM-A570 OR A607 THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. ROOF DEAD I CAD 2.0 PSF ( FOR ROOF PANELS AND PURLINS ) DRAWING INDEX (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792. GRADES D OR E WITH COI I ATFRAI DEAD I CAD 3. PSF DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. MINIMUM YIELD POINTS OF 5C,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE ISSUE PAGE DESCRIPTION DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR MATERIAL IS 55% ALUMINUM-ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. ROOF I IVF I OAn A CI of 1 COVER SHEET THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT PRIMARY FRAMING 40 PSF A ES1 of 1 STANDARD INSTALLATION PROCEDURES DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE CONDITION WITH ALL SLACK PEMOVED. PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT, IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. SECONDARY FRAMING 40 PSF C1 FI of 2 ANCHOR BOLT PLAN IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED STRUCTURAL JOINTS WITH A.S.T.M. A- 325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE AUXII1ARY LIVE I OAD - PSF O F2 of 2 BASE II! DETAILS AND REACTIONS AS AN ALTERNATIVE. ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN-OF-NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. N-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE GROUND SNOW I QAn - PSF ( Ce PRODUCT CERTIFICATIONS NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. - A EI-E7 E p ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE ROOF SNOW L CAD 50 PSF CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP-636. WIND LOAD 16 PSF MPH, EXPOSURE SHOP AND FIELD INSPECTICNS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS SEISMIC TONE 1 q = .1 A - 1 THE BUILDING MANUFACTURER IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. STIPULATED OTHERWISE IN THE CONTRACT. o v = THE BUILDING MANUFACTURER'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING THE METAL BUILDING MANUFACTURER WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT Seismic Hazard Exposure Group I A Si-55 STANDARD DETAILS CERTIFICATIONS: GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. Seismic Performance Category C^ SECONDARY MEMBERS WITH A YIELD PCINT EQUAL 10 OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY Site Coefficient Performance 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA-337 MEANS OF A STICKER NEAR "'HE EREC11ON MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB-SECTION 2203.2 AND 2203.3.) IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary 2. SBCCI COMPLIANCE REPORT NO. 9461A WIND LOAD 1.0 moment frames of steel & 3. AISC METAL BUILDING CERTIFICATION PROGRAM -SAFETY 'COMMITMENT concentrically braced frames � I SNOW LOAD 1•0 Response Modification Factor (R) 412 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4 Analysis Procedure - Equivalent Lateral Force 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M THE BUILDING MANUFACTUREF HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE MF77ANINF I OAns SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR CONTROL OF THE BUILDING MANUFACTURER. LIVE LOAD N/A PSF DEAD LOAD N/A PSF IT IS STRONGLY RECOMMENDED THAT SAFE WORKING"CONDITIONSAND ACCIDENT PREVENTION PRACTICES BE THE TOP CRANE INFORMATION N/A 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) PRIORITY OF ANY JOB SITE. SYMBOL PY72(HOUSTON, TX LOCAL, STATE AND FEDERAL SAFETY AND.HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 ( )) WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC-34 V 't 1 ,C E£MDAILYNMEET NPROCEDURES GS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER 25 % ROOF SNOW LOAD HAS BEEN UTIUZED FOR DETERMINATION OF SEISMIC DESIGN FORCES. SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, APPROVAL NOTES ARE`RECEOnkMENDED. LEVER HANDLES REOUR U TOWN OF QUEENBBURY THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRANANGS ARE USED AS R SAGE pOORS I INTENSITY IS ')L)AI_ TO 4 INCHES PER NC11iK:°FORA 5 MIN. DURATION 5 YEAR MEAN R . IRREN . 1 A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: O"A�"�' '�-."ERROR ( BUILDING & C VPT. p ?C3 T'/r/oS/o 1) BE MADE IN CONTRASTING INK. WHETHER REVIEWED �Y 2) BE LEGIBLE AND3) HAVE ALL NUNAMBIGUOUSCES OF GE CLEARLY3 INDICATED. EXTERIOR DO - � _ *NEW ro B DATED SIGNATURE IS REQUIRED ON ALL _PAGES. /` G NOTICE T �ll p-' � _ r� DATE P� �0� � MAS NOTICE KRAFr PAPER INSULATION MUST BE � soy,x. C) MANUFACTURER RESERVES THE RIGHT TO RE-SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION, THIS MAY IMPACT THE DELIVERY SCHEDULE. 11 L" SULATION MUST BE COVERS-` COVERED BYNON-COMBUSTIBLE BARRIER "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF ALL AMERIC D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY FOAM IN tr SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGINEER WHOSE SEAL INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING S DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIBTY A �5 MINUTETHERMAL BARRtI HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE 0 BY MANUFACTURER. DRAWING STATUS DU S - E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE FOR APPROVAL NO. DATE DESCRIPTION BY CK'D INDEPENDENCE STETHESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A FOR PERMIT P.O. BOX 449*NORTH EAST, PA., 428 CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800)553-7833 SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING DOCUMENTS, ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER CONSIDERED AS COMPLETE. DESCRIPTION COVER SHEET DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH FAR PERMIT- SIZE SEE ABOVE THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FNAL USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS D BY COMPLETE. LOCATION GLENS FALLS N.Y. LD CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE ❑ FAR cONSTRLiGT1AN ORK BY CWD eY DATE SCALEFJOB No. PH BLDG. DESC. SHEET NO. ISSUE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. FINAL DRAWINGS.:-. NONE01-2011 IA 91 C1 OF 1 A A INL! HANDLING AND STORING MATERIALS Touch-up of these minor abrasions is the responsibility of the End Customer. Shop primed steel which is coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the CUSTOMER SERVICE PROCEDURES 3. Material to be purchased from other than the Manufacturer, including eslimal'A quantifies and cost. UNLO D round. 4. Maximum total cost of proposed corrective work and material to he purchased from other than the stored in the field pending erection should r kept free of the ground, and so positioned as to minimize 9 water-holding pockets, dust, mud,and other contamination of the primer film. Repairs of damage to primed Rough &improper handling of a panel is inexcusable&o prime example of poor job supervision. Manufacturer. minimum, lease handle any shortages or 5T);tlGIU3A. - A great amount of time and trouble can be saved if the building parts are uniodded at the surfaces and/or removal of foreign material due to improper field storage or site conditions are no a FASTENER INSTALLATION in order to give you prompt services and keep problems to a m , p Y 9 AujHORIZATION TOR CORRECTIVE WORK If the error is the fault of the Manufacturer, on responsibility of the Manufacturer. back charges in the following manner: building site according to apre-arranged pion. Proper location and handling of components will eliminate AN rimer should be touched u as required before erection! 9 9 "Authorization for Corrective Work'must be issued in writing by the Manufacturer to authorize the unnecessary handing. P p q Correct fastener installation is one of the most critical steps when installing roof.panels. Drive the fastener Carefully check your packing list while unloading.Mork any items, which appear to be missing and notify corrective work of a cost not to exceed the maximum total cost set forth. NOTE: Pine mari<s ore stenciled ore;primary structural members of tower end, f'-0"from end. PANELS in until it ;s tight and the washer;s firmly seated. Do not overdrive fasteners. A slight extrusion of neoprene the Customer Service Department at 1-800-777-9378 as soon as possible.Calling someone else could Alternative corrective work other than that proposed in the "Initial Claim"may he directed by the inspect all shipmanis prior to releasing the tie-downs for loads that may have shifted during transit! ROOF AND WALL always the washer is a good visual tightness check. delay the proper response. manufacturer in the "Authorization of Corrective Work."Only the Customer Service Department may REMEMBER. SAfF Y f1R5Tf Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 I.SHORT MATERIALS - Immediate) upon delivery of material, quantities are to be verified by the authorize corrective work. should be used for self-drilling screws.A cause the RPM fastener driver should foe used for self-topping Y Blocking tnder life columns and rafters protects the splice plates and the slab from damage during the Manufacturer's wall and roof panels including color coated, galvalume& galvanized, provide excellent Customer against quantities that are billed on the shipping document. Neither the Manufacturer nor the V FINAL C1,A1M - The "Finol Claim"in writing must be forwarded by the Customer to the Manufacturer 9 screws. Discord worn sockets, these can cause the fastener to wobble during installation. g q unloadin rotes;.it also facilitates the placing of slings or cables around the members for later lifting and service under widely varied conditions.All unloading&erection personnel should fully understand that carrier is responsible for the material shortages against the quantifies billed on shipping document if such within ten (10) days of completion of the corrective work authorized by the Manufacturer. 9 P P 9 9 Y s 2(11�11J1� material is delivered and then acknowledged by allows members to be bolted together into sub-assemblies while on the ground.Extra care should always These panels ore quality merchandise, which meals cautious cage in handling. shortages ore not noted on shipping documents when the a 9 be exercised in the unloading operation to prevent injuries from herlding the steel and to prevent damage Nrg�er nt eircamstances aheuHd nnneta he handled r°uahw. Packages of sheets should be lifted off CORRECT TNGREE Of T00 TIGHT TOO LA LOOSE the carrier's agent. If the carrier is the Manufacturer, claims for shortages are to be made by the customer The"final Claim"must include: the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side ribs. TIGHTNESS SEALANT SOUEEARD T00 THIN SEALANT IS HOT g 1.Actual number of man-hours by dote of direct labor use on corrective work and actual hourly rotes of to molerids and the concrete slab. NOTE SLIGHT CIRCLE OF EXTRUDES FAR BEYOND COMPRESSED TO to the common carrier.If the material quantities received ore correct according to the quantities that are The packages should be stared off the ground sufficiently high to allow air circulation underneath the SFAIANi FASTENER HEAD FORM SEPI tilled on the shipping documents, but are less than the quantities ordered or the quantities that are Pay DRAINAGE packages.This avoids ground moisture& deters people from walking on the packages. One end of the NOTE:Always remove metal(Rings tram surface of poets at the end of each work period.Rusting filings can destroy 2. Taxes and insurance on total actual direct labor. package should always be elevated to encourage drainage in case of rain. the pain finish and veld arty warranty. necessary to complete the metal building according to the Order Documents,claim is too be mode of the 3. Other direct costs on actual direct labor. MASTIC SEALANT Manufacturer. 4. Cost of material (not minor supplies)authorized by the Manufacturer to be purchased from other than NI stacked metal panels are subject, u some degree, to localized discoloration or stain when water;s r defective material, regardless of the degree of " Inv ices. ELEVATE trapped between their closely nested surfaces.NCI exercises extreme caution during fabricating and Proper mastic application is critical to the weather tightness of a balding.Mastic should not be stretched II neuerrn OF OFEECUVE MATERIAL - Damaged o defect 9 9 the Manufacturer,Including copies of paid n I im" must be signed and shipping operations to insure that all panel stock is kept dry.However,due to climatic conditions, water when installed.Apply only to clean, dry surfaces. Keep only enough mastic on the roof that can be damage, must be noted on the shipping documents by the Customer and acknowledged in writing by the 5.Total actual direct cost of corrective work (sum of 1, 2, 3 &4). The "Final Co g E' 'g the � formed by condensation of humid air can become trapped between stacked sheets. Water can also be installed in a soy-During warm weather,store mastic in a cool dry place. During cold weather (below 60') carrier's agent. The Manufacturer is not responsible for material damaged in unloading of packaged or certified true and correct by the Customer. "Final Claims"are credited to the Customer by TARP nested materials including, not limited to: fasteners, sheet metal, "C" &"2"sections&covering panels Manufacturer in an amount not to exceed the lesser of the maximum Total cost set forth in writing in the trapped between the stacked sheets when exposed to rain. This discoloration caused by trapped moisture mastic must be kept worm (60'-90')until application. After mastic has been applied,keep protective paper g is often called wet storage stain. in place until pond is ready to be installed. that become wet and/or damaged by water while in the possession of others. Packaged or nested material "Authorization for Corrective Work"or total actual direct cost of corrective work. ALIGNING THE GIRTS The stain is usually superficial& has little effect on the appearance er service life of the panels as rang as that becomes wet in transit must be unpacked,unlocked and dried by the Customer. 6. Cost of equipment (rental or depreciation), small tools, supervision, overhead and profit are not it is not permitted to remain on the panels. However,moisture in contact with the sudoce of the panels nufacturer, the Customer must make claim for damage directly to the Manufacturer. subjected to claims. over an extended period con severely attack the finish& reduce the effective service life. It isimperative Installation of the building walls is generally done before the roof. Before starting the wo{I installation, If the carrier is the Mo MR CIRCULATION t make the claim for damage to the common carrier. that all panels ore inspected for moisture upon receipt of the order.If moisture is present,dry the panels at check to be sure that the Save strut and gilts are straight and plumb. One method of aligning the girls is o If the carrier r a common carrier, the Customer mas q Vt. STRUCTURAL AI NG SHOP PRIMER - The coat of shop primer is intended to protect the steel limited to labor charges of if water is ailowef to remain for extended nods in bundles of primed parts such as girls, purfins, etc., the trace ll store in e d warm lace. cut temporary wood blocking to the proper length and install between the lines of girts.This blocking can The Manufacturer is not liable for any claim whatsoever including, but not to 9 shod period of exposure to ordinary atmos heric conditions. The coat of shop primer dry, P framing for only a s p p ry P i ment dill fade and the point will gradually soften reducing its bond to the steel.Therefore, upon receipt be moved from bay to bag which will reduce the number of pieces required. Normally, one fine of blocking resulting from the Customer's use of damaged of detective materials that con be resistance of a field applied P9 � 9 ty 9 CAUTION: Care shafts always be taken when walking an panels.the safely lines and nets when consequential damages es g 9 does not provide the uniformity of appearance, or the durability and corrosionpP per bay m ra sufficient.i Banding n can also n used to hold the g;tis straight and plumb. r deterioration of the rho of d job, all bundles of primed parts should be stored of an angle to allow any trapped welter to dean away necessary!Panels ore slippery.Oil or wax applied to The roof R wall panels for protection against weather NOTE: Temporary girt blocking is not recommended on concealed fastener panels.The removal of the blocks detected by visual inspection. finish coat of paint over a shop Primer. The Manufacturer is not responsible for dete I p MA RIAL The Manufacturer reserves the right to recover any material delivered in and permit air ci•cuetion for drying. Puddles of water should not be allowed to collect and remain on damage will make them a very slippery surface.Wipe dry any oil Pool has puddles from bundles stored on sitar panel installation Will cause wit canning. Ill �SSIV coal of primer or corrosion that may result from exposure to atmospheric and environmental conditions, columns or rafters for the same reason. a slope.Dow,frost,or other tams of moisture greatly increase the slipperiness of the panels.Always excess or those required by the Order Documents. nor the compatibility of the primer to any field applied coating. Minor abrosions to the top coat caused by FRAME IV- INITIAL CLAIM - In the event of error, the Customer must promptly make a written or verbal "Initial The coat of shop primer is intended to protect the steel framing for only a short period of exposure to assume panel surface is slippery&act accordingly. Never wage or step on skylights or translucent panels! P PIY handling,loading, shipping,unloading and erection after painting are unavoidable. Touchup of these minor ordinary atmospheric conditions. The coat of shop printer does not provide the uniformity of appearance, Think sdoy.l Claim"to the Manufacturer for the correction of design, drafting, Bill of Materials of fabrication error. ' [AVE STRUT g g abrasions ;s the responsibility of the Customer. or the dprobility and corrosion resistance of o field applied finish coat of paint over a shop primer. Use wood blocking to elevate&slope the ponds in a manner that will allow moisture to Brain. Wood 1m SHIPMENT equeste ARRIVAL a TIME - Every effort will be mode to see that the cornet arrives at the jobsite on The Mamfacturer is not responsible for deterioration at the shop coat of rimer or corrosion that may The"Initial Claim"includes: the requested day and at the requested hour. Manufacturer makes no warranty and accepts no � °p P blocking placed between bundles will provide additional air circulation.Cover the stacked bundles with a IRT exposure to atmospheric and environmental conditions,nor the compatibility of the primer to tarp or plastic cover leaving enough opening at the bottom for air to circulate. i. Description of the nature and extent of the errors, including quantities. responsibility for costs associated with o shipment not arriving at a requested time unless a separate result trainany field applied "Doting. Minor abrasions to the shop coot caused by handling,loading, shipping, When handling or uncrating the panels,lift rather than slide them apart.Burred edges may scotch the 2. Description of the nature and extent of proposed corrective work including estimated man-hours. agreement has been made in writing for a guaranteed arrival time. unloading and erection after painting are unavoidable. W000 BLOCKING ES01 ES02 ESO:5 ESO4 ES05 DESC!RGA MANEJO Y ALMACENAI�IENTO DE MATERIAL de oleo. Nunca permits que pisen sabre los poneles mientras estan sabre Berra. Un ludo a inapropiado 3. Material que sera comprado d oleo que no sea el fabricante,incluyendo canlidades eslimadas y castes, t sitio can minima agua,polvo , lodo y otros contaminontes que ofecten to primera caps.Reparations de monejo de los pundes es imperdonable y un buen ejemplo de meld supervision de trobajo. PROCEDIMIENTOS DE SERVICIO AL CLIENTE t> 5 ey alarrorse si las pietas son danos a la primers superficie y/o to efiminocion de moteriales does a estos,debido al incorrecto INSTALACION DE PIJAS 4, Costo total maxima propuesto de to correcion del trabojo y material que sera comprado a otro que no FSTRUCTURA -Una gran conrdad de fiempo y Pr P almacerlamiento en otim a a las condicenes del lager no son responsob;lidad del fabricante. sea of fabricante. descorgafas en el lugor de to construction de oclkrdn a un plan pre- arreglodo. Lugar y monejo Todo acero primario debera ser retocado come se requiera antes de to construction Le corrector colocacion de pijas es uno de [as pasos mas importantes en to instalacion de un !echo. Giro to En olden de dole un mejor servicio y reducir los probkmos of minimo,par favor dingo cualquier fella a opropiodt,de los coniponentes elim;noron monejos a mov;mientos inecesarios. Gttblertas de TeChas Paredes pija hasta que este opretedo y to arandela o washer este firmemente osentoda. No sobregire a opriete en AerrOR12ACI0N P RA EctYUN TRUTAJOS - Si of error es cu del fafx;cgnte, una NOTA: las pietas ekdvin Mar novellas en his dtMAN#4liles de la estnicto en la a adereor de bs Iillisl D5 a 1'-0'lid Trld. Y exceso de material de to s;guiente manera: °utorizocion m correcion de trobajo, debero ser emAido en escrito per el la ante , Para oulorizor la exceso tors pijas.Paa thecae de manera oe visual que los dementos esten correctomente colacados use Marque coal vier orb'to que ezca Po InspectSo to pnmaamente todas los embargoes ante:de descarga y desdtar los elementos ya que Pgneles de Paredes y tg'chos de{fabricante incluyendo caps de color galvelume y galvonizado rgo ono sdiador de neoprene alrededor de to drendela. Cheque cuidadosomente sus paqueles mientras son descargodos. q q le 9 Por correcion s;empre y cuando no excedo d costo total maxima establecido. ieron hoberse durante el rec°rrida. R10-it!Df ctr�2W r proportion un serv;cio excelente bajo una extensa variedad de condiciones. Todo personal de desc Id no eocontrarse,si nisi es,[lame y notif;que at Deparlemento de Servicio at cliente el numero es El fobricante en to outerizecion de correcion de trobajo,puede corregir of trobajo de acuerdo y so>lamente 1700-2 use lab hercamienlas ora s adds pang crews. pijas. Un destorrillodor ele use con un RPM de 1-800-777-9378 tan pronto come le sea posible. Llamondo podria ahorrarse tiempo at encontor un en la establecido en la queja initial,El Deportamento de Service at cliente es d unto que puede Los sepa•gK:iorles o cdzas de trtagdera que se coltocan.Iwjo las calumnas y rafters gwitdn un soya en tors y erection de material debera entender completdmenle que eslos poneles son productas de colidad, }700-2000 debera utilizgrse pars self-drilling screws. Un 500-600 tomillodor se usgra en el case de ids responsaMe de la lotto de material. planchas de canecaon at descarglrc los materiltles.Este tambien facilitg to IocgaGrocion ode slings o cables los cra/es omeriton cuidodo al manejorse. pijas self-taping. Descarge y remueva los empaques usados en el etorniilodor, estos pu en causer que autorizar la correcion de un trabojo. atrededor de las rrier*as d ues Ilvmtar rmitir a las miembros ser atomfdos ' tos dentro Los paquetes de FM TA MATERIAL - Inmediatamente des ues de to entr o del material,el cliente debe verificar QUE iA FINAL. La ue o final escrito debe ser enviodo of cliente at labricanle con 10 dias de 1a iezd tienda a mtaerse o mantenerse inconstante durante la instalacion. OF t� P e9 Y.. .�. - q I pm Pao esP Y Pe P ° e a orecen focturadas en to Drden de compror. Ni el fabricante, ni dnticipacion antes de completer la correcion del trobajo. La queja final;ncigrye: de sub-trantojes,rrlientrts gatan en Berra. Fxlra- cuidodo debera star siosrlpre topl'itmdo en la operation de lamina deben see levonlados del camion can extreme cuidado asegurondose que ningun soya ocurra ,ni que sus conlidades seen las mism s que p descarga pars prevenir donor par d mtmejo del acero gsi gbna Paa prevettir dales los rnatt>ntdes y d a las puntas n;a las nervedums de[as mismes.LDs paqueles deberan almacenorse to suficientemente el transporlisfa son responsgbles del material faltante que oporece(acturddo en el recibo,si la faits es 1. Numero real de hombre-horas par(echo de trobajo directo usados en corregir el lrabojo y pogo real de concrete. pI�NAR aleodos de to superficie de berm pare permilir to circulation de dre bojo los paquetes, esto evile la BANGUlO C9RAECTO NUT AJUSTe MUY HOLGADO nolificado en el documents cuando el material es entregado y es odmitido par el tronsporfisto.Si el porcentaje de horns. Q humedad de la Tierra a impide que la gente camitce sabre los paquetes. Una de tors extremes del paquete DE ADR EL SSOBRES ESTA RA APRETADO Y EL SEt1AD P A ESTA transportisto es el fabricante,las quejas par fauo de material reran hechos par el clente a el Uonspodista. 2. Impuestos y oseguranzo real y total del trobajo U de laminas debera ester siempre elevado porn droner et aqua en case de JIM . NOTE EL E LLAO C BEZAIE FUA U to COMPRRfIEL PARR FORMAR CRiCULO OE SELtA00R CABEZA DE LA PWA EL SELLO Si los canlidades de materiales recibidos son correctors de acuerdo a tors canlidades focturadas en la 3.Otros castes directos, de trobojo real directo Todo poquete o monton de poneles metal eston sujetos en algun grade a sutrir ciertas decoloraciones o ROTA! 5kmpre rem ill las Iimodures de metal que quedon sabre la$upallate de los porwas of final de coda reribo ,Pero el material ordenado es menos del requerido par°completer la construction de acuerdo a la 4. Costo del material(no suplementos menores)outorizacion del fabricante pare compror a otro que no manehas cuando el ague ester otropodo entre sus slWiicies mas cercanes. MCI provee extreme periodo de tmbala.Las timaduras pueden deshu!r at°cabado final y ornate cualquier garanlio. sea el misni incluyendo copies de factures. precaution durante to fabrication y el periodo de embarque osegurandose que todo panel opilado se SELLADOR orden de compror,las quejas seron hechas al fabricante. 5.Costa real directo total de traboja corcegido (;ncisos 1,2,3,4,5). La queja final debera see firmadg y r montengo seco. De cmiglner manera debido o ias condiciones climaticas y 0 to condensation de Aire IL MAi Rf DANA1M1 0 DEFECTUOSO - Material donado o defectuoso,de acuerdo of grade CUBIERTA Lao 0 odor a licadon del sellador es de gran importancio en 1a impermiabilidad of un edificio. El certifiicado verdadem y correctomente par el cliente. Quejos finales son ocredilodas al cliente par el humedo , el aqua puede quedarse otrapoda entire Ids laminas apilodas y la mismo sucedero si esters se P' P defectuosidad en que se encueribe,debe ser nolificado en el recibo par el cliente y admitido par escrito fabricante en and contidad que no exceda of minimo de costo total maxima establecido y inscrilw en to exponen a la lluvia.La decoloracion cousodo par to humedad otrapodo es frecuentemente Iiamada sellador an debe soiomestua se cuando se ester sellod ndo.A se c soomente sabre uronteici i cobs y or el troy artiste. Ef fabricante no se hate resporsable par el material donodo en to descorga de los oulorizocion de correcion de traboja o costo total real directo de traboja corregido. moncho de humedod guardada. secas. Mdntenga s Jugair t i la eeco. d a sellador que(a colode ere der. Duronte china cakente, P � almacenee en un lugdr trio y seco. Duronte clime trio (obajo de 60' of sellador debe mantenerse caliertte paquetes o mientras esters son empacados,inluyendo,pero no timilodo solo a eso, fasteners,laminas, 6.Costa del equipo(olquiter a deprecacion) herromientas pequenas, supervision, pequenos sabregims y Le moncho es usualmente superficial y bene un pequeno efecto en to oporiencio o duracion del panel po benef'icios no sujelos o quejas. (60'-9t1') hosts su aplicacion. Despues de quo el seNador halla silo aplicado, mantenga to cubierta o secciones de"C"y"2"y cubieres que se moon a damn pa el ague mientras se encuentron en sesiorl 'CIRCUJI((;fON DE AIRE stempre y cuando no se permits que to mancho permonezco en el panel.De cualquier manera ei contacto P°Pel protector haste que of panel este 1'slo pars inslolarse. de olros.Material em coda que se moje mientras se trosloda,debera ser desempacedo, separado y y1YARCO ESTRHrn A (SHOP PRIMERI - La cape de shop primer(primera cape de pintura Si.el acua puede perrtwnecer par periodos cansid+xobles en ntxvoduras a tlendiduras de tors panes de la humedad con Ia superficie de los poneles durante un periodo largo puede dinar severamente ei ALiNIAMIENTO DE LOS AMARRES Pa protectors) intents protegee of more° de acero par un determinado tiempo de exposition a condiciones p;�i es coma gilts, pudins, etc. d pigmento fdlaa y to pintura se sugovizaro groduoknente reduciendo acobodo y reducir la duracion de vide. Par to tonto gs necessrry quo todos los p one es seen secado par of cliente. almosfericas ordinaries. La co de shop primer no proportion°uniforrnidad de dporiencia a durablidad y P � frwel todas las hendiduras de esters Qiezas deberm ser inspeccionados par humedad at recibir d embarque. Si se presents humedad precede a setae los poneles La instalacion de las Paredes de el edificio es generolmente hecho antes quo el techa. Antes a empetar Si el fabricante es et iransportista,el cliente debera hocer la queiw par defectuosidad directamente al final de intum hecho en of cam sabre el shop primer.EI to union con of acero, par la tanto recil d ma el cliente resistencia a la corrosion Como una cape p p° aimacoradas en ui an ulo que 'tor que cualquier qua puede drenarse y permitir la circulmion de inmedetnmente y aimdcenelos en un luiTOr seco y calido, con fa instolorion de las Paredes, asegurese quo el alero y el amgrre esten ergtidos y nive{ddos. n fabricante.Si el transpodisto es el agente tronspodisto o of encergodo del tronstodo del material, 9 9 PeRT° fabricante no es responsoble del deterioro de fa cape de primer o de corrosion que puede resultar de la o debera ermifirse que d a se colocte y eslanque en tors cdumnas y ratters par PRECAtHXON: Stemple debe terterse cuisado cuando se eamine sabre IDS parieles,use rddes y fineas met000 pars alinear las amarres es tartar calzas de modern del mismo largo de los amarres es as debera tracer to queja at antes mencionodo. EI labritronte no es responsible de ningun tipo de queja, no sire pero secarse N p q 9� exposition a Jos condiciones a el 4elricas y a al media a primer n;a la comn que der primer a ai msrca secrazon . se seggnidad°grand°sea necessrryo!!Los paneks soy reebaladgu>s.Aceife°car°aplicadm a Ids pansies estaron temporalmente instaladas entre los ellos . Estes bloques de madera podran ser removidos a una se limits a Jos sans consecuentes resullado del use de moteriol donodo a defectuoso par el cliente ,si cuol vier Cape a licado en to dtra. Menores abrosions de to ultimo cape causadas por monejo,cargo, 9 P° P Lo cape de shop primer intents protegee ell mores de acero pa un determinado tievrlpo tk exposition a del[echo o Paredes pero protegerbs contra Banos cousadm par el clime los heron superlicies may bahia y vueltos a user en oho to coal reduciro el numero de piezas requeridgs. Notmaimenle, una lines e esters dons son detectodos per inspection visual, embarque, descorgo y erection del material despues de to pintura son inevitabies. Retoques de esters resbalaeHmz Seque cualquier acese que se do haberse acomulado per amacagarse an docli Racfo, bootees ell madera por bahia ninon suficiente. Estes ataduras podran ser solo usados pars mantener o In MATERI 1 EN Y.SO -EI fabricante se reserve el derecho de recoger o recobror cuolquier material abrosions menores son responsabilidod del cliente. condiciones atmoslericas ordinaries.La caps de shop primer tq prt>porciona uatormidod de iopaiencio, sostener los amarres rectos nivetados. durobilicad y resitencia a to corrosion Como lino cape final de pintura hecho en el campo sabre el shop liggdo°cualquier afro forma de humedad ineremerda quo Has superticlm de a ocuas se vuaivan mar Y les co pijas quo foe entregado en exceso de acuerdo al requerido en la orders de car+pro. resbaledizas.Asunal siempre qua to superficie del panel as rmbol°zo y cctue se acuttrdo a esto.Nuncio NOtA! .[I m o nientobloques de modem temporaks erghe Ms amarres no son reco IV.0 JA DHIgod -x so,de del error, el cliente ro iorden a debera hocer, a sea r escrito o Primer. Iluu oculias.EI movimierdo de estos bloques despues de la instakcion a p y p° qg_HORA OE Lism nri rMunr - Se hero un esfuerzo par lograr qu el transportisto flegue at 0 lobrironle no se responsobilizo del deterioro de la cape de de primer•o de to corrosion que puede piss o eamine sobs skylighh o pongdm hanslucidm, Piense segurt>~•..... an Ids amarres. �!i t A A S T verbal una e•o initial al fabricante pars to corecion del diseno,dibujo,facturocion del material o error lugar de trabojo el did y a to here soticitoda.El fabricante no garontiza y no acepta ninguna qu! resulter de la e csicion a las condiciones atmosferices y al mesa ambience, ni b compatiMldad del Use bloques;de modem pars clever a incliner los poneles de manera quo permits droner ll hu ilas c Cp Q" 0 F,v de fabrication. to quejo inicial incluye: responsabilidad pa d costo asociodo con of emborque que no Negue a to here solicitoda excepto,que un h or se redo aranlizgndo la horn de Ile ado. primer �s cualquier cape de pintura o�iceda en to obra, Meneros abrdsertes de to uitimg cape causadas Caizos de madera entire Has piles de poneles permitira circulocen de Dire ddicenol. Cubro Jos pi las con i� -, �,;1 1. La description de la naluraleza y grade de error,incluyendo canlidades. arregto se hallo het o p pa ,g 9 par mayejo, cargo,embarque,descdrgo y erection del material despues de to pintura son inevvitables. una cubiedo plastica dejando suficientemenle abiedo el Hondo pars permitir to circulation de dire. ALERO u R scri ion de la noturelezd el rado de correcion del traboja propuesto,incluyendo estimation Cuando se mono on o s ran Jos oneles,no Jos deslize de manera que se separen mejor levontelos, el W 2 � � y 9 Retoquet de esters abrasiones menores son responsobiJidod del cliente final. B acero prinario el cool es 1 � P hombre-horn. almacerado en to obm durante to ereccen del edificio,debera mantenerse fibre de tiers nisi come en un sobrante en las orillas podrio railer las superficies cuando las laminas se deslizan separandose una O ES05 ` ESO1 ES02 ESO:� ESO4 o Fs s REVISIONS NOTE: No. DATE FOR PERMIT DESCRIPTION By cK D n S 1 I r o le r e s 1. These Installation Procedures are intended to depict general installation as described above.Consult your installation manual or additional NS—Sheets for further clarifications. A lf• 'OZ NOTA: customer: INDEPENDENCE DUCTS NE RN 1.Estes Procedimientos de Instalocion describer de monejo general to instalacion de el objeto como se menciono arriba. Consulte su manual de instalacion o sus Nuevos Dibulos Standart para una presentation mas clara. End User: GLENS FALLSMERH Locat!an: GLENS FAILS NY Det.By Chk By Date Scale Build'mq ID Job Number Meet Number Issue 6/5/01 N.T.S. A,B 0401-2050f0 _S1 OF' 1 A O O O STEEL LINE Notice: 40'-4 0/0 STEEL A Minimum of i Space Should be RAMSET FORMED BASE TRIM Allowed from thee Sheet End to any 20'-0 20'-0 4 (BFL73-240) (BY OTHERS) Surface. Steel Line 4 D I Wall Panel—�` Member Screw (BRACE BAY) I I An@hor (By Others Finished Floor a n a ° BP-08 ' BP-06 BP-06 1 1 —� B FIN. FLR. formed Ba(BFL73) 0 21 3 BP-05 REF.: NS-61 REF.: NS-62A O J W w Formed WaBa MeanSecohon SEC, D Formed Base anTRemS Section SEC. A FIN. FLOOR ELEVATION 100'-0 _j oz I I STEEL LINE O I I U b p CD (-o BLDG.—„B, zQ cD U A d— o I FIN. FLOOR o � ° I � 14 Ln a a o Q.N I NLI 3C P-0 BP-06 N BP-08 17 C Ln B 3 21 REF.: N _v o P4'-0 (BRACE BAY) HIGH SID= P F.O. & Walk Door Section SEC. B OOPENING w/PANEL RECESS BEYOND J4 — BUILDING B BUILDING A STEEL LINE STEEL LINE COMMON BP-01 I BP—01 f B —01 i A STEEL LINE FIN. FLOOR ELEVATION =96'—O —FIN. FLOOR w N 1034 3 I I tit I I ( cNl BUILDING B f- (n BLDG.-„A„ o - , e o 0o I m BOT:ATFI14. F ALL COL�MN BASE PLATES I FIN, FLOOF ARE FLOOR E EVATION UN, NTD. � A BUILDING 0 m I Z O c a m d o U 0z RECES'3 OR RAVP FOR O.H. DOOR a BP-05 I I TO 13E DETERMINED BY OTHERS REF.: ' LO I I Common Wall Section SEC, C 1 i i I I N COMMON WALL OPEN N D/\ ;v m i I P-02 BP-01 I jBP-01 I BP-01 I BP�-01 BP-01 P—0 1 I � a Q O D (BRACE BAY) —� LOW SIDE dA 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 120'-0 0/0 STEEL co 1 a o 0 0 0 y f ;; ANCHOR_:BOLT SETTING PL/\N "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT 0 L RP SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. TIDE ENGI HOSE APP �- HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINES RECORD FO E PROJECT." FES ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL PROJ DRAWING STATUS REVIS0146 BUILDING MANUFACTURER BASED ON AISC METHOD WITH COMBINED ANCHOR BOLT PROJECTION DIA. NO. DATE DESCRIPTION BY CK'D INDEPENDENCE STEEL PRODUCTS N.E. INC. SHEAR AND TENSION. FORE DRAVA1 t 1�'2" 1 1/2" � THESE DRAVnNGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT �. _ _�2 >G P.O. BOX 449*NORTH EAST, PA., 16428 ANCHOR BOLT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR (800)553-7833 DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS 5/8" 2" PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO BOTTOM OF 3/4" 2 1 2° DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ANCHOR BOLT SETTING PLAN DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY a BASE PLATE 7 ,8„ 3 1/2" FOR PERMIT SIZE SEE BUILDING DESCRIPTION SHEET C1 OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED ° ° ❑ THESE DRA`MINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL — AND PROVIDED BY OTHERS, e ° t" 3 1/2" IN THAT, A� A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN 1 1/8" 3 1/2° DRAWINGS ISSUED FOR CONSTRUCTION CAN BE CONSIDERED AS CAD BY COMPLETE. LOCATION GLENS FALLS N.Y. LD NOTES ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. 1 1/4" 3 1/2" FOR (�ONATkI i(TI(1N• DRN. 8Y CK'D BY DATE SCALE JOB NO. PH BLDG. DESC. SHEET NO. ISSI (A1PHA) v FINAL DRAWNGS. L ANCHOR BOLTS BY OTHERS NONE 0401-205010 A,B Ft of 2 8 $2 10, Main Frame Reactions at Lines: FRAME02,3, BLDG.-"A" Main Frame Reactions at Lines: FRAMEQ4,5,6 BLDG.-"A' Main Frame Reactions at Lines: fRAMEA2,3 BLDG.-"B 1 (A NOTE: NOTE: C C NOTE: F All reactions are shown in Kips y A All reactions are shown in Kips All reactions are shown in Kips $a 212 3 A negative value, indicates A negative value, indicates A negative value, indicates Q opposite direction opposite direction i J pp d t o opposite direction a - < I I 7 Front SW Back SW Front SW Bock SW Front SW Back SW C)� Ir/ a J z Ho-y+ Mom + Hor + Nor + Hof ++ Hor+ Nor + Mom + Mom + Mom + Mom + Mom M z co �1 �t +1 +1 M Condition$a 2'2�13 Grid Ver Nor Mom Condition Grid Ver Nor Mom Condition Grid Ver Nor Mot co 2 L 2 U DEAD + LIVE LOAD A 32.4460 0.7610 0.0000 DEAD + LIVE LOAD A 25.8890 8.6070 0.0000 DEAD + LIVE LOAD C 43.5310 22.8050 0.000 Z SIDEWALL I ¢ DEAD +LIVE LOAD C 26.1910-8.6070 0.0000 DEAD +LIVE LOAD F 43.5310-22.8050 0.000 SIDEWALL N DL + WLL $Z A 5,3690-3.1270 0.0000 DL + WLL A 2.8710-3.0450 0.0000 OL + WLL 0.8870-7.9230 0.000 SEE ANCHOR BOLT PLAN 103a DL+ WLR A -4.5230 0,2160 0,0000 DL + WILL C 5,5130-3.1280 0,0000 DL + WILL F 0.0770-4.1220 0.000 o d DL + LL + WLL A 35.2380-2.4240 0,0000 OL + WLR A -1.7310 L5140 0.0000 DL + WLR G-4.9570 -1.4180 0.000 BASE PLATE DETAIL U BASE PLATE DETAIL BASE PLATE DETAIL DL + WLR C -5.0920 &3400 0.0000 OL+ WLR G-6.8390 8,6780 0.000 B P-01 B P-0 2 B P-0 3 D!+ LL+ WLR A 25.3470 0.9190 0.0000 A. BOLTS 4"� BASE THK. " A. BOLTS V BASE E THK, 'z" A. BOLTS �"m BASE .P THK. '2° DL + LL+ WILL A 26.7190 4.9680 0,0000 DL + LL + WILL G 40.9150 13.3710 0.000, $ z 0L + 1 f2WLL+ LL A 33.8420-0,8310 0.0000 DL + LL + WILL tr 29.3650-11,1420 0,0000 OL+ LL + WLL F 40.1060-25.4170 0.000, DL+LL+1/2WLR A 28.8970 0.8400 0,0000 DL + LL + WLR A 22.1170 9.5270 0.0000 DL+ LL+ WLR C_ 35.0710 19.8770 0.0001 1 I OL + LL + WLR C 18.7610-1.6730 0.0000 OL+LL + WLR F 33.1890-12.6170 0.0001 DL+EQL+CL+SL/4 A 11.4720 0.2670 0.0000 z DL + i 2WLL+ LL A 26.3040 6.7880 0,0000 DL+ 1 2W'LL + LL_ o / / G 42.2230 18.0880 0.0001 z, n DL+EQR+CL+SL/4 A 11,6030 0,2700 0.0000 DL + 1/2WLL + LL G 27.7780-9.8740 0.0000 DL + 1/2WLL + LL F 41.8190-24AIIO 0.0001 M O DL+LL+1/2WLR A 24.0030 9.0670 0.0000 DL+LL+1/2WLR G 39.3010 21.3410 0.000( a - DL+LL+1/2WLR C 22.4760-5.1400 0.0000 DL+LL+1/2WLR F 38.3600-1T7110 0.000( z p LOAD LOAD DL+EQL+CL+SL/4 A 9,8180 3.8850 0.0000 DL+UBL G 13.7380 11.9710 0.000( _ DL+EOL+CL+SL/4 C 8.8720-2.2850 0.0000 DL+UBL F 32,5930-11.9710 0.000( C, \ C, � x DL+EQR+CL+SL 4/ A 8:5740 2,1110 0.0000 DL+UBR C. 32.5930 11.9710 0.000( SIDEWAL, � DL+EQR+CL+SL/4 C 10.1160 -3.7110 0.0000 DL+UBR F 13.7380-11,9710 0.000( t "n DL+UBL+WLL C 71.1220 2.5370 0.000( 3 212 $ DL+UBL+WLL F 29.1670-14.5820 0.000( d \ 4K �K d DL+UBR+WLR G 24.1330 9.0420 0.000( F U BASE PLATE DETAIL � BASE PLATE DETAIL � .1 K DL+UBR+WLR 3.3960-1.7830 0.000( A. BOLTS V O BASE R THK. '2° B P-0 4 A. BOLTS V 0 BASE IE THK. 'z" B P-05 3.4K 1 DL+LL+LT1 G 74.9720 23.6690 0.000( L,.1 W SIDEWALL BRACING REACTIONS at LINE C NDWALL BRACING REACTIONS at LINE 1 DL+LL+LT1 F 44.1910-23.6900 0.000( REF. a~ - ID F.O. SIZE QTY. oo L_o TYPE/REMARKS DL+WLL+LT2 G-3.6190-8,0500 0.000( FRAMED OPENING WIDTH J J BLDG.-"A" B.S.W. BLDG.-"A L.E.W, DL+WLL+LT2 G-0.0170-3.9950 0.000( 3'-0 F1 16'-0 X 14A 07JE X O.H. DOOR (BY OTHERS)EQUAL EQUAL DL+wLR+LT3 G -9.4630-1.5440 0.000( � LOAD B F2 16'-0 X 14'-0 p� B DL+WLR+LT3 F -6.9340 8.8040 0.000C E X O.H. DOOR (BY OTHERS) � 134 1 34 1 1 4 1 a_ --s \\ DL+LL+CANOPY GR. F 45.8440 22.8170 0.000( --"- DL+WLL+CANOPY UP. C. 0.8820-7.9300 0.000C DL+WLL+CANOPY UP. .F -1.2180 -4.1150 O.000C K DL+WLR+CANOPY UP. C -4.9620-1.4250 O.000C DL+WLR+CANOPY UP. -8,1350 8.6850 0.000C V 4.3K DL+1/2WLL+LL+1/2CANO C 42.2210 18,0850 O.000C N c 3 REQ'D > SI��WALL BRACING REACTIONS at LINE F 5.3K DL+1/2WLL+LL+1/2CAN0 F 41.1710-24.1070 O.000C m o ( FIELD LOCATED ) DL+1/2WLR+LL+1/2CANO G 39.2990 21.3370 0.000C O DL+1/2WLR+LL+i/2CANO C 37.7120-17.7070 0.000C ° BLDG.-"B' B.S.W. } FRAMED OPENING A.B. DETAIL A.B. SETTING PLAN FOR WALK DOOR �/ DL+EQL+cL+sL/4 c 1ss2so a.s9so o.0000 A. BOLTS "G BASE P THK. a' �;� FRAMED OPENING SCHEDULE A. BOLTS z"� BASE THK. ;" 3070M 84 k-rt. DL+EQL+QL+SL/4 F 15.0970-7.0990 0.0000 SEE ANCHOR BOLT PLAN $ 4 FIXED B H E COLUMN a t LINE C DL+EQR+CL+SL/4 G 15.0970 7.0990 0.0000 4 4 T DL+EQR+CL+SL/4 G 15.9260-8.6990 0.0000 SIDEWALL $ SIDEWALL DUE TO WINO BLDG.-"B 212 212 � ao` 1'2 112 O77 N O I - - 1 1 t!] t cv , t MAX. E.W. COL. REACTIONS _N Fi coLOCATION L.E.W. L.E.W. 01,111 N 22 2 BUILDING A B c` 4-_ i 2 2 15.1K 10.3K CC DL + WIND UPLIFT ?r 7.2K 5.3K o 1V t$ Y a 3 3 WIND SHEAR 3.9K 4,7K W C1 M 4 4 a 1 33 SEE ANCHOR BOLT PLAN a 6 !� V "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE P UCT OF A CA F S� BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL BP BP-07 I „ gP-0�; SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE�EhiGINEER )d+ S AP A. BOLTS 1"� BASE P THK. 34' A. BOLTS t"� BASE IR THK. 34' A. BOLTS �0 BASE P THK. z HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER�QE RE(`ORD F E PROJE DRAWING STATUS ElE4B_AE'1'84YAt� NO. DATE DESCRIPTION BY CK'D INDEPENDENCE STEEL PRODUCTS N.E., INC. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT P.O. BOX 449•NORTH EAST, PA., 16428 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT (800)553-7833 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE, DESCRIPTION ANCHOR BOLT DETAILS ❑ FOR PFRMI,j-- SIZE SEE BUILDING DESCRIPTION SHEET C1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY cusroMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN DRAWINGS ISSUED " FOR,CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE LOCATION GLENS FALLS N.Y. CAD BY LD FOR (:ONSiR ICTION• 1 DRN. BY CK D BY DATE SCALE JOB N0. PH BLDG. DESC. SHEET N0. ISSUE FINAL DRAWINGS. NONE tea) 0401-2050i0 A.B F2 OF 0 40'-4 0/0 STEEL 20'-0 20'-0 4 0 PURLIN LAPS 2 -534 2 -534 I N O O ° , tf') i O N ,_,' 'J"o CABLE- OJ Lu '�' a "0 CABLE- In o N., o O 1 "0 CABLE �' 0 --il"O CABLE 0 I ' N �\ , , , H GH SIDE -+- a "0 CABLE IN J N 2'-53 2'-534 2'-534. 2'-534 ." 2 —534 2'-534 2'-534 2'-534 2'-534 2'-534 N Lei `. IW_ ` 0 O ` O 4 "0 CABLE ---y O 1 O ` ROOF FRAMING BOLTS _ IN MARK OTY I DESCRIPTION SI2E a` A st 1 PURLIN LAP BOLTS 4° DIA. x 1"Ms. B 4 PURUN 10 FRAME " DIA. x 1" MB. N ` N C STRUT PURLIN BOLTS 12 DIA. z i" MB. D EAVE STRUT BOLTS Ip" DIA. x I4MB. LOW SIDE oS (TYP) P • T 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 Of AEtN Y 120'-0 0/0 STEEL c 0 0 0 0 0 0 0 �_ "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRO F ALL A N �u SYSTEMS 7301 FAIRMEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGIN R WHOS ROOF FRAMING PLAN — HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF CORD FOR T7. WfiUAWOM DOOM FR44M CPS~ DESC E89OWS MK. N0. SW DESCRIPTION MK. N0. SIZE DESCRIPTION MK. N0. �DES M FOR APPROVAL ON DRAW G STATUS N0. GATE DESCRIPTION BY CK'D I N D E P E E N C E S L PR �a 2'-0 X 40'-0 EAVE CANOPY W/SOFFIT B 3 3070M(W)W/STD HDWE AND W/WS A 2 16'-0 x 14'-0 FOR O.H.DOOR(BY OTHERS) 0 4/A THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A - .p2' FOR PERMIT P.O. BOX •NORTH EAST A., 16428 - FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800)553-7 3 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BENOV CONSIDERED AS COMPLETE. DESCRIPTION ERECT N DRWW sxnAawma wrwornra X FnR PFRFAIT SIZE SEE BU DING DESCRIPTION SHEET Cl MK. NO. DESCRIPTION MK. NO. DESCRIPTION THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN 0 N/A 0 N/A DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION GLENS FALLS N.Y. CAD BY LD COMPLETE. FOR C0NSTRUc71nN• FORN.BY CK 0 BY DATE SCALE JOB N0. PH BLDG.DESC. SHEET NO. JISSUE FINAL DRAWINGS. NONE 0401-205010 Iq g� E f of 7 A 7 2 3 4 5 g 7 1 1 334 334 334 334 334 334 334 3 34 334 31. C I I T— 4"m CABLE _ 1 — 84 dAfLR is 120'-0 20'-0 20'-0 2o'-0 20'-0 20'-0 _ 20'-0 ryo'TF! � s FlELO �Oti4TE ELEVATION @ LINE "A" SHEETING @ LINE "A" FRONT SIDEWALL FRONT SIDEWALL 7 6 5 4 3 2 1 4 CD I I 1 20'-0 20'-0 20'-0 20'-0 20'-0 20'-0 ELEVATION @ LINE "C" BACK SIDEWALL AP SIDEWALL FRAMING BOLTS MARK OTY DESCRIPTION SIZE � M S TF, A GIRT LAP BOLTS k" DIA. x 1"MB. — 8 GIRT TO FRAME DIA. x 1" MB. "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODU OF ALL AME SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGINEER OSE SEAL A HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF R THE P QTY. SIZE JAMB "+3" HEADER "+4" SILL "+4" INDEPENDEN STEEL JAMB COVER HEAD COVER DRAWING STATUS AIE P FA DATE DESCRIPTION BY CK'D 3 ;v FAR APPROVAL P . BOX 449•NOR AS A-, 1 28 F' THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT _¢.p� FOR PERMIT �,� _ FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR (8 53 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE DESCRIPTION ERECTION DRA G CONSIDERED AS COMPLETE. SIZE SEE BUILDIN DESC QN SHE X FnR PERMIT• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL CUSTOMER INDEPENDEN EL PRODUC NE GSCHERMERHORN IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED ' FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION GLENS FALLS N.Y. cAa BY LD COMPLETE. DRN. 7-009 BY I DATE SCALE JOB NO, PH BLDG.DESC. SHEET NO. I ISSUE CONSTRI IrTION•_ (�+A) FINAL DRAWINGS. NONE 0401-205010 A,B E 2 of A 1 2 3 I 4" 20'-0 20'-0 4 ELEVATION @ LINE "C" FRONT SIDEWALL 3 2 1 3 1 334 334 N I I I CO � Ex.GR, 102,5 "0 CABLE 4„ 4 20'-0 20'-0 40'-4" ELEVATION @ LINE "F" SHEETING @ LINE "F" BACK SIDEWALL" BACK SIDEWALL PR _ o NEyj SIDEWALL FRAMING BOLTS AS MARK QTY DESCRIPTION SIZE_ A GIRT LAP BOLTS 12" DIA. x 1" MB. �G B GIRT TO FRAME DIA, x I" MB. C!' "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE P ODUCT OF ALL AM SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENG EER WHOSE SEA HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF YECORD FOR TH QTY. SIZE JAMB "+3" HEADER "+4" SILL "+4" JAMB COVER HEAD COVER DRAWING STATUS 1 $ o FOR APPROVAI• NO. DATE DESCRIPTION BY GKD INDEPEND CE ST PR `5 0 THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A _ �� FOR PERMIT J .0. BOX 449 ORTH EA S, PA., 16428 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800)553-7 3 0 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ERECTION DR NG X FOR PERAAI2 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE BUILDINCRIPTION SHEET CI IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION GLENS FALLS N.Y. CAD BY COMPLETE. LD FnR rnNstRucnnN. ORN.BY CK'D BY DATE SCALE JOB NO. PH JBILOG.DESC. SHEET NO. JISSUE FINAL DRAWINGS. NONE 0401-205010 cA81 E3 of A D 412 r 12 E p 12 I --14 2 F 1 C 12 I B B CO 12 A A 2 -53q 2'-534 ,1 1 (D O �a 2 J-4 0l N O n n p I I I i 1 0 tD (p (p � N I i� O � I 84 _I — 14 „0 CABLE —��, — a "O CABLE 814 ---- - 113q t134 1134 -7 16'-0 4'-5 1 tt 20'-5 16'-0 24'-0 2.2'_6 ?2'-I-6 22'-6 22'-6 ELEVATION @ LINE "1 " ELEVATION @ LINE "7" LEFT ENDWALL RIGHT ENDWALL PANEL DIAPHRAGM ACTION IS UTILIZED TO RESIST SEISMIC OR WIND FORCES APPLIED PARALLEL TO THIS ELEVATION. WALL SHEETING MUST BE CONTINUOUS FROM EAVE STRUT TO BASE SUPPORT IN ORDER TO BE CONSIDERED EFFECTIVE. THE EFFECTIVE LENGTH OF WALL PANEL AT EACH WALL MUST BE DETERMINED BY RATIONAL ANALYSIS CONSIDERING INCLUDED OPENINGS AND HEIGHT TO WIDTH RATIOS OF PANEL SEGMENTS. MINIMUM EFFECTIVE WIDTH REQUIRED ON THIS WALL FOR APPLIED FORCE, IS AS FOLLOWS: LEFT ENDWALL = 9.9'MIN, LINEAR FEET * FIELD SLOT GIRTS FOR BRACING NOTE! FIELD CUT PANELS AS REQUIRED 412 12 1 —14 2 F - C 12 N _N 12 A C3 N 0) 00 i, to cA I o- = O N cry i17 10 cl• OQ cr ao J► N d0 Ul ON N N N N N N N N N N '- '� d' M � M N 04 N u7 00 N LO 00 N Lh 00 N LO 00 40 OJ o0 00 O) -m m O) 60'-50/0 STEEL 45'-0 0/0 STEEL 45-0 0/0 STEEL SHEETING @ LINE "1 " LEFT ENDWALL SHEETING @ LINE "7" Ew RIGHT ENDWALL � � AS '0 "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE P DUCT Of ALL itl1E Z SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE NGINEER WHOSE S PPEA ENDWALL FRAMING BOLTS HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEE OF RECORD FOR TH JE DRAWING STATUS N0. DATE DESCRIPTION BY cK'o INpEPENDE E STEEL P MARK OTY DESCRIPTION SIZE SYMBOL OTY. LOCATION DESCRIPTION f1EYRBom A GIRT LAP BOLTS �" DIA. x 1"MB. El FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT 8 GIRT TO FRAME Ip" DIA. x i" MB. O 0 COL. / RAF. 5/8" DIA. X 1 1/4" A325 BOLTS WITHOUT WASHERS FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR A "a FOR PERMIT s P.O. B X 449 NORTH T, PA., OF $��� C COL. TO RAFT. �" DIA, x 14" A325 BLTS —.,. PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT (800) -7833 D RAFT. TO RAFT. DIA. x IV A325 BLTS DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE O2 0 RAF. / RAF. 5/8" DIA. X 1 3/4" A325 BOLTS WITHOUT WASHERS CONSIDERED AS COMPLETE. DESCRIPTION ERECTION DRAWING FxJ FOR PIE MIT- SIZE SEE BUILDING DESCRI SHEET Cl THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS CAD BY COMPLETE. LOCATION GLENS FALLS N.Y. LD FOR C.oNsrRUCTION• DRN. ff CK7BY DATE SCALE JOB NO. PH BLDG.DESC. SHEET NO. ISSUE FINAL DRAWINGS. NONE 0401-205010 Iq g1 E¢ of A 1 12 F- 5-0 45-�'a 5'-01 5'-0 5'-Otis 5'-0 5 - ------ ------- PBR' PANEL 31 - --- - -- -- ------- -- ----- - 'PBR' PANEL _- - r t8 ' ANTI-RO P J CLIP (TY ) f { 325 t C 36 (BOLTS W 34„AP's 18 K I ( i I 18 t t I-� 4 1"4x 2s" A325 BOLTS W 34 IP'S 1 t I I I I t t I I I ' ' l I I I i t t I { iLU ,uiI� da FLANGE N BRACE ONE OF FRAME P,N S iII tii N I ' 1 ' ' 1 t I i t I I ' t ' h I >; I t a ' I � i I t FINISH FLOOR ELEV. = 96'-0 i 10 _ t I _ ' I 81 1814 1'-612 45'-0 0/0 STEEa_ O ��W CROSS SECTION @LINES 2, MAST '"a BLDG.-"A" � Q w "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT ALL N SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681, THE ENGINE WHOS A HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF CORD R P CROSS SECTICN DRAWING STATUS INDEPE ST PR0DUC RANGE BRACE BL1 OlY x 1"MB. =DATEPTION BY CK'D FOR APPROVAL. P.O. BOX 449•NORTH EAST, PA., 16428 MARK an Tltlpf q kl0 IEWNI El THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT ERMIT J (eoo)553-7833 A N �" 2'�" FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR B N 4" �= 24° PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BEDESCRIPTION ERECTION DRAWING CONSIDERED AS COMPLETE.x FAR PERMIT• SIZE SEE BUILDING DESCRIPTION SHE T 1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINALCUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCNERMERHORN IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CAD BY LD DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION GLENS FALLS N.Y. COMPLETE. DRN.BY CK0 BY J�N0. PH BLDG.DESC. SHEET N0. ISSUE CO CONSTRUCTION NONE 0401-205010 �Ag E5 of A FINAL DRAWINGS. 1 12 f 5'-0'4 5'-0 w 5'-01 5-Ols ---------- - - --- 'PBR' PANEL 3f ------------------- ------------------- - -PBR' PANEL~` -- -- 1 J f 20 ANTI-ROLL r _ CLIP (TYP) C 20 I '- T 20 - "�— (10)8"4x 23" A325 BOLTS W 34" P-'s 20 10 "Ox 21" A325 BOLTS W 34" R's , o ' I ' J W z N' n CD ' I w J o ,•'7 i d CV o FLANGE BRACE ONE I SIDE OF FRAME ONLY ' d I , , i , � I I n i i All, FINISH FLOOR ELEV. = 96'-0 10 10 81 84 V-8% 41'-6f2 CLEAR _ 1'-88 45'-0 0/0 STEEL CROSS SECTION @ LINES 4, 5, 6 APR� AS 0Fw >- "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PROD T OF ALL SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE EN G ER WHOS A R� CROSS SECTION HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER RECORD THE P g DRAWING STATUS REWSOW FLANGE BRACE BLT OTY w . x 11 MB. FOR APPRnVAI• NO. DATE DESCRIPTION BY CK'0 INDEP DE STEEL PR DUC ., NC. MARK OTY M ear eat r N MW it IFm � THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A N 2k" FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, THEIR A r- 'OZ FOR PERMIT 0. 80X 449•NORTH EAST, PA., 16428 B N f2" �' 2}" PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT (800)553-7833 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE.FOR DESCRIPTION ERECTION DRAWING THE PPERMIT*X THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE BUILDING DESCRIPTION SHEET Cl IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. LOCATION GLENS FALLS N.Y. CAD BY LD FOR (:DRAWIN('TI()N• DRAWING S.GS. DRN. BY CK'D BY DATE SCALE JOB N0. PH BLDG.DESC. SHEET NO. ISSUE NO 0401-2005010 A,B E& of A 1,�4 4 �1 , �412 1 4'J \ 4��� _ 4'`71 77 j 3 —37 —12--1 412 3 i 4`77 61 24 (8) %"Ox 2 A325 24 pN 'h�Pl BOLTS W 12 12 s ' 31 G 36 3 cv FLANGE BRACE ONE 1 SIDE OF FRAME ONLY 36 0 36 10 1"Ox 24" A325 I BOLTS W 34 R's z 0 (TYr-) _N; a_I Lo 1 w cD tr i i ui i 12 FINISH FLOOR FI_EV.=100'-0 ' 12 1 1 814 3'—�j, 52-i0z' CLEAR 60'-5 0/0 STEEL CROSS SECTION @ LINES 2' 3 BLDG. "BUSN" T. of �w \G<1 AST�90 . s "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE P UCT OF ALL A SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGIN R WHOSE S HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER Of CORD FOR 4; CROSS SECTION DRAWING STATUS FOR APPRCtVAI s RAKE BRACE ILT OTY '2"x i"AIB. NO. DATE DESCRIPTION BY CKD INDEPE NCE L P D , C. MARK OTY ' ouw`iEp ,wn, ❑ THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A .d FOR PERMIT s P.O. 60 49aNORTH EAS, PA., 16428 A N j" 2� FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800)553-7833 B N 211- PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED As COMPLETE. DESCRIPTION ERECTION DRAWING X❑ THESE SIZE SEE BUILDING DESCRIPTION SHEET Cl THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER INDEPENDENCE STEEL PRODUCTS NE GSCHERMERHORN DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION GLENS FALLS N.Y. CAD BY LD COMPLETE. COMPLOa LETS. lien IbL DRN, BY CK D By DATE I SCALE JOB NO. PH BLDG.DEX SHEET N0. ISSUE ❑ FINAL DRAWINGS. NONE 0401-205010 A B E 7 Ol 7 A 12" 12" 12" Liner Flange Brace Clip See Erection Drawings for Dimension Field Notch Member Mark Tap lip 12" 12' 12" 8" SC-22 2" 10" SC-77 Member Screw Purlin ,•'" (One)Each Purlin 12" SC-78 NOTE: _ Alt Bolts ore 1/2" x 1" Refer To Building Stitch S A307 M. Bolts (Typ. U.N.) Drawiigs for Connection Rake Angle O At 20"O.C. • Screw � a Standard • ��0 3 3/4 3 3/4 3 3/4" 3 3/4" s Base, Eave. Rake And Intermediate Girls Jc Member Fastener Spacing 2 2 tree 3/16' 3 P — — — (2)t Bolts x 1" Purlin Clip M.Bollts PL-3/16 x 6" x 0'-7" I I (Purlin) I Lop Detail 12" 12" 12" a —'' Hot-Roll— — — End Rafter 2" 8" 2" 2> 8" 2. 2> 8" 2" 2" < max lit ft C) 1 1: -------------- 1/4Elevation 32 l Bolts A Shop Provided ^^ (See Endwalleva ion Overflow Slot Rif. Purlin/Girt Liner For Quantity) Field Bend Down c / 01 Flange Brace Clip Stitch s rew At 20" O.C. Purlin A CalUmn Endwall Column 8" 2" (Shape Varies) 10" 3" �Flange Brace L 2 x 2 x 1413a. w/(2) 12" 4" �; --Flange Proce 1/2`' x 1" M. Bolts L 2_ x 2 x 14Go. w/(1) Not_ Panel End Laos, Only 1/2"' x I" M. Bolt at Clip All Sots Are 1f2" x 1" Member Fastener Soacinng Rafter A30 M. Bolts (Typ. U.N.) Flange Brace Clip PL-3/16" x 3" x 0'-3" Overflow Slot Fastener Location "PBR" Panel At Wall Interior Bay Purlin/Girt Framing Gutter Lap Detail Interior Bay Purlin Girt Framing Flange Brace Clip — Short Lap Section Thru Rake at Hot Roll Flush Endwall Snort op = NS0001 NS0006A NS0006D NS0012 NS0010A 12" 12" 12" NOTE: T T (4)Stitch Screws All Bolts ore 1/2" x 1" 10" 2" 10" 2" 10" 2" A307 M. Bolts (Typ. U.N.) See Erection Drawings for D'enension Zee A Lap t{ a ern 1/4" Detail "A"1 8" 2" Long 1-2 3 4 LL d,a, Panel Fastener Locations At Wall Members 10" 3" Extra Long Z-5 3 4 XX Member Screws(one)Each Purlin Purim in i (-Except As Noted Below) 12" 4" Super 3-1 3 4 UUS Rake Angle (� • 12" 12" 12" B <oee �`0. • Panel 2" 8" 2" 2" 8" 2" 2" 8" 2" 2" 1 3/4 2 2 1 3/4 Purlin Clip `\��Q� --- - -- ------ ----------------------------- T_ I3 16 3 PL-3/16" x 6" x 0'-7" �1�' Stitch Screw Tat 12"O.C. (2)1/2"X 1" Stitch $crew Tape Seal(Cont) M. Bolts AT 20 O.C. Detail "A" Eave Member, Peak Member, k Panel End laps Rake Angle Roof Panel Member `a,Crew, Panel Fastener Locarions Hot Rolled t-0 O.C. o RaWe Trim End Rafter cif Member '=`• ._4"+ -� ,_Steel_ Screws Roof Panel :; Line Continous Tape Seal 5S8'X1n1/4'A325 Bolts Remove Bearing Tope Seal Panel p :_-- Stitch Screw For Roof Onl (See Endwall Elevation Le At 20"�O,C. ( y) M mbar Saew For Quantity}fie 9 3/8 X 3/32 Thick ai 12"o.C. i Corner Trim L. Major Rib dditional (BFL830)(STD.) � Endwall ColumnRoof - _ Range Brae flange Brace Panel Purlin (As Required) �- 9 (Shape varies) Rafter t�'> O' L 2 x 2 x 14Ga. w/(1) Detail "A" 1/2"' x 1" M. Bolt at Clip Stitch Screw of 12'O.C. Note: Flange Brace Clip Outside Casure Girt Depth + 1/4" f N St Section Thru Panel End Laps Screw Patterns Shown PL-3/16" x 3" x 0'-3" ��O rAASr y Satisfy U.L. 90 Requirements For Roof 1 1/4 Wall Panel �V�' Fastener Location For "PBR" Roof Panel Section Thru Rake Trim Section Thru Rake at Hot Roll By—Pass Endwall r Interior Bay Purlin-/Girt Framing 'T and "PBR" Roof "PBR" Pa Ou st ' NS0002 INS0006B INS0011 NS0012A INS0015 `��' s REVISIONS ES NOTE: Na. DATE DESCRIPTION BY CK'D Stw(daf Ztai t. These drawings are intended to depict general installation of item(s)described above. Some item erections)may have been omitted for clarity of presentation. Consult your erection or additional S-Sheets for further guidelines and/or clarifications. .V tions. A t PERMIT KJ Customer. INDEPENDENCE STEEL PR TS NE End User: GSCHERMERHORN Location: GLENS FALLS N.Y. Bet.By Chk By Date Scale Building ID Job Number Sheet Number Issue N.T.S. A,8 205010 St A DHA-30 DHA-30 Across Header 1 1/2" 1'AVE. STRUT Or DHA-66 Or DHA-66 f Member Screw Girt w/(one)Member Screw Detail "A" At 12" O.0 A. Each End And 12" r C Girt _ F6R PBR Inside o Door Frame �1 Roof Panel Canopy Rafter Roof Member Screw Closure Panel at 12" O.C.� Walk Door Clip(WDC) ,_--- - •. Girt Walk Door Angle„,rA1 SUB-JAMB f shown In Detail B, UUsed "a ember - For Door Bracing Only And mg Is Nqt Req'd. If Optional Girt oor Header —Screw a g At 3-6 Is Used. Offset Panel Cap Trim Concrete, TOthers _ Y Section Thru Header - (BFL271 ) GIRT 2' __________ - EAVE STRUT BUILDING Eave Strut PURUN Fastener 14 Framing Elevation --� Bevel Cap Trim 1/8' x 3%16" Pop Rivet Eave Strut (BFL142) & At t0' - 0" O.C. Outside Closure Fastener #4 Wall Panel LEAN-TO 1/2"X 0'-6 Anchor Bolts SUB-JAMBA #14 X 7/8" Lap Tek PURUN At 12" O.C. Wall Panel Eave Canopy Detail w/o Soffit Panels A-325 BOLTS Flush Eave Line Canopy Girt(Field Member GIRT MAIN AME Cut f Jamb) Screw t t/4 HL114 (T>P') t-- —t w Soffit Panel PBR Member Screw HEADER Roof Panel Roof At 12" O.C. For 3070 3'-0 = Panel BRACKET _For 4070 4'-0 E----• - Door Jamb JAMB FRAMED OPENING Canopy a Cano Rafter Inside Closure ' Member For 6070 6'-0 LEAN-TO (AT BY-PASS w/ Member Screws Outside Closure Screw RAFTER GIRTS ONLY Anchor Bolt Plan Section At 3'-6 Girf ) ' STEEL LINE STEEL STEEL LINE At 12" O.C. �I`--- Offset Panel Cap Trim Soffit Panel LEAN-TO STEEL LINE Walk Door Clip(WDC) (2)1/2"m x t" su -JA B (BFL271) Door Jamb Field Weld Member Screw MACH.BOLTS SUB-JA; (z) t/2'm x t t/4" EAVE LINE LEAN-TO CONNECTION Or Use Member EAVE STRUT ;r ,, MACH. BOLTS—. r Bevel Ca Trim Eave Strut Screws field Bend (COMMON BOLTED) p Aluminum walk Door '�� GIRT GIRT Eave Strut (BFL142) Fastener 4 Threshold Door Jamb r Angle(WDA) `� [ I < Rafter Closure Trim Wall Panel #14 x 7/8" lop Tek Tamp-ins (BFL132) & Wall Panel Tape Seal JAMB Fastener #14 at 12" O.C. B l SUB-J SUB-JAMB -'�—` 1/8" x 3/16" Pop Rivet Detail Eave Canopy Detail w Soffit Panels Detail "A" " " SECTION A SECTION B SECTION C y rt At Bose w/Swing-Out Door At Brace Typ.Both Jambs) Detail A„ @ Eave w/o Soffit NOTE: ALL CONN. BOLTS ARE 1/2" x 1"MACH.BOLTS UNLESS NOTED Personnel Doors (Walk Door Sections Eave Canopy Trim Sections LEAN—TO CONNECTION TO MAIN FRAME COLUMN 8' Girts FRAMED OPENING SUB JAMB DETAILS Eave Canopy Details PBR Roof — 1 1 4 Wall Panels (BY—PASS GIRT NS0020 NS0021B NS0C27 NS0030A NS0034 EAVE STRUT EAVE STRUTNS228A JAMB TRIM (BFL22) 2" 1'- '•MIN. GIRT 1 GIRT HEA ER Heoder Girt T PER ENGR. T>tSTANCE i "LINER PANEL GIRT R. 1'-3 1 2"MIN. 1 F N WALL PANEL LINER PANEL " 1/2" x 1 JAMB d HEWER o 1 N EA1E BUTTON HEADVE CANOPY RAFTER GIRT GIRT qRT qRT CWNNEL BOLTS T HEAD TRIM HEADER o "PBR"WALL PANEL _ 2 M SECTION ATMO.H.MDOOR2)JAMB 2 SHEETING ANGLE Header SECTION AT O.H. DOOR HEADER 4 Girt Girt FIN. FLR. FIN,FLR. m — M Frame Main Frame _-- Co imn Column WIDTH 1'-0" I 1'-0" WIDTH — "A" Fixed Bose Fixed Base NS228B _.1/2" x t M.F.RAFTER 8` Fixed MACH. BOLTS Column Column FRAMING ELEVATION (2)5/8`x 1 1/2"A325 JAMB TRIM (BFL22) STEEL LINE Q BOLTS UNLESS NOTED ON STEEL LINE I = PROJECTION BY-PASS ACTION DwG' "U"LINER PANEL Girt EAVE CANOPY AT MAIN FRAME WALL PANEL LINER PANEL EAVE STRUT Gift o JAMB ain Frame o ------- ----- qRT olumn Fixed Base HEAD TRIM HEAD TRIM Column GIRT _____ �� NS209A "PBR"WALL PANEL 00 JAMB 4" 4" JAMB TRIM (BFL22) HEADER N See Anchor DOOR JAMB � Bolt Plan JAMB TO GIRT CONN. JAMB T( EAVE STRUT C)NN. EAVE CANOPY RAFTER SECTION AT FRAMED OPENING JAMB SECTION AT FRAMED OPENING HEADER ee Erection Finished Floor STRUT Drawings STEEL LINE O 5/8" X 1 1/2- A 325 Bolts 1/4" 3 3/4" HEAD TRIM Fixed Bose e o l W/POP RIVET v Column --------- _.' AT 12"D.C. W WALL PANEL y " JAMB W JAMB DGIR.T Opening Width am wg. o, " a Ic HEAD N A r LINER PANEL ZLItSti SECTION "A" "A" "A" w HEADER TO JAMB CONN. GIRT TO JAMB CONN. LINER TERMINATION ABOVE GIRT ELEVATION Bo N NOTE: ALL CONN. BOLTS ARE 1/2"x 1"MACH. BOLTS UNLESS NOTED ,` `cli MASTtO ed FI FRAMED OPENING FRAMING DETAILS _Framed Opening (Bolted Clips)_Header Girt WELDED CLIPS — NO LINER)R� — EAVE CANOPY FRAMING DETAIL WALL LINER DETAILS (GIRT AND FRAMED OPENING SECTIONS Fixed B me NS0021 INS0021C NS0029 NS0026B INS0049 06 NOTE: m REVISIONS ^S 1. These drawings are intended to depict general installation of item(s)described above. Some item d s)may have been omitted for e NO. DATE DESCRIPTION BY qfD clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clorificatiois. Sf �/r/d � � I A PERMIT A ars Customer: INDEPENDENCE STEEL PR CTS N End User. GSCHERMERHORN Location: GLENS FALLS N.Y. Det.By I Chk By Date Scale Building ID Job Number Sheet Number Issue N.T.S. A,B 205( S2 A EAVE TRIM (SIMPLE) (BFL19) PANEL CAP TRIM (BFL271) —� (2)POP RIVETS (2)POP RIVETS -- c°� �, purlin (2)BEADS TUBE (2)BEADS TUBE C2� 1I2 0x1� Bolts SEAL(9") SEAL(10") ��.m t•A. R a OR 10 0 A nti- Roll Clip $1a`, Plate NOTE: 2"MIN.LAP NOTE: 2"MIN. LAP ,e / Ratter CORNER TRIM (BFL830) TIE-IN TRIM (917095) 5\a`��� r Purlin Glip (2)POP RIVETS 3/16 Plate (4)POP RIVETS (3)STITCH SCREWS-- CS - �aG�� t � r—�3- Insulation Purlin 42 3/16 2-4 E a, (By Others) of Rafter Wall Panel Hillside Washer (2)BEADS TUBE — Trim Insulation and Cable Brace SEAL(28") /f� Turn Vinyl Back. Insulation Purlin Clip NOTE: 2"MIN. LAP NOTE: 2"MIN. LAP Must Not Be Exposed To 3/16" Plate Flat Washer Weather. E Bolt ROOF CONVERSION TRIM (BfL852) TERMINATION TRIM (BFL117-122) '• '• Anti-Roll Clip Hex Nut ye •� Web of Frame - �• 3/16" Plate Back Up Plate (ONE)POP RIVET (6)STITCH SCREWS • • ---------- - ------------ ----------------- ---------- ---------- --- -- - - - Note (3)STITCH SCREWS �$� � • 4°�eQ 3/16 3 (2)BEADS TUBE �••••...••.: Main Frame Rafter 3/16 3 (2)BEADS TUBE SEAL(20") Farmed Base Trim SEAL(28") Locate the Gutter End Cap 1 1/2" from the end of the Guth. Apply one bead of (Shapes May Vory) Cable Brace to Frame Connection NOTE: 2"MIN. LAP NOTE: 2" MIN LAP Tube Sealant between the End Cop surface and the Gutter. Attach the End Cap to the Gutter using(14) 1/8"Pop Rivets. Check to make sure oil edges are sealed with Note: Shop welded Bock Up Plate may be located — Tube Sealant.Insert the Gutter into the Rake Trim. Align the mitered edges and Section A at either side of the web. attach to the Rake Trim with 1/8"Pop Rivets. (If Requied By Design) EAVE, CORNER, & TIE—IN TRIM_ LAPS Gutter to Rake Miter Detail Purlin Anti—Roll Clip NS0053 Blanket Insulation Detail at Base (at Built-up/Hot-Rolled Rafter) NS0081 NS0084-A NS0094A NS0099 RIDGE FLASH FIXED EXPA SION_RIDGE_ROLL AVE BUTTER (BFL760) RAKETRIM BFL764 (BFL212) (BFL156) _ ( ) (18)STITCH SCREWS (16)STITCH SCREWS - (14)POP RIVETS (7)POP RIVETS SC-5 FOR 8"GIRT SC-54 FOR 10"GIRT (2)BE,nOS TUBE: (3)STITCH SCREWS SC-55 FOR t2"GIRT CORNER COLUMN SEfI(51") DOUB(COULLD BE SINGLE CEE E CEE. HOT ROLLED �— (2}BEADS TUBE OR BUILT-UP PL.COL.) �zn (2)BEADS TUBE (2)BEADS TUBE SEAL(18") C NOTE: SEAL(36") SEAL(60") Fold Insulation Back Onto Itself For A 4 A ENDWALL GIRT Compression Between Eave Strut and NOTE: 2"MIN. LAP NOTE: 2"MIN. LAP NOTE: 2"MIN.LAP Roof Panel it Must Not Be Exposed FORMED BASE CORNER (1301113 To The Weather. C - ----------- 1 � NOTE: 2"MIN.LAP ________ m - ---------s PARAPET RAKE FLASH FASCIA CAP TRIM OW !M EAI TRIM (BFL772) HIGH SIDE EAVE TRIM (BFL768) (BFL280) (BFL281) (BFL282 (BFL90) (BFL73-240) STEEL LINE (5)STITCH SCREWS Roof Panel , TRIM FORMED BASE RAMSET (7)POP RIVETS O (BY OTHERS) (2)POP RIVETS (5)POP RIVETS ;---------------- (2)BEADS TUBE (3)STITCH SCREWS f (2)BEADS TUBE (2)BEADS TUBE �Sc__3 (3)STITCH SCREWSSEAL(24") SEAL(13") SEAL(19") (2)BEADS TUBE SEAL(28") (5)POP RIVETS SC-3 FOR 8"GIRT Insulation SC-56 FOR 10"GIRT (By Others) SC-57 FOR 12"GIRT NOTE: 2"MIN.LAP .NOT:: 2"MIN LAP NOTE: 2"MIN. LAP NOTE: 2'MIN. LAP Wall Panel N Double Sided Tape(By Others) FASCIA SILL TRIM To Be Used To Secure Insulation. SIDEWALL GIRT (BFL92-122) GIRT DEPTH DIM"A" DIM"B" DIM"C" 8 2 1 4 0-tt 3 4 10" 3 1 1 4" FlN. FLR. (4)POP RIVETS (2)BEADS TUBE 12 SEAL(10") Eave Strut NOTE: USE 1/2"DIA. X 1"A307 BOLTS AS SHOWN NOTE: 2" MIN.LAP �Of NC(y r Q� E MAS 0 FORMED BASE AT MASONRY WALL DETAILS CO RIDGE, PARAPET, & FASCIA TRIM LAPS ALL AMERICAN & MIDWEST TRIM LAPS CORNER DETAIL E`W t L Blanket Insulation Detail at Eave (BY—PASS OR FL S E � Q NS0061 NS0082 NS0079 NOTE: NS0094BINS0119 REVISIONS RQ 1. These drawings are intended to depict general installation of item(s)described above. Some item(s)may have been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or clarili:onions. N0. DATE DESCRIPTION A Il-4 PERMIT f a d I s Customer: INDEPENDENCE STEEL PR E End User: GSCHERMERHORN Location: GLENS FALLS N.Y. Det By Chk By Dote Scale Budding ID Job Number Sheet Number Issue N.T.S. A,B 205010 S3 A C LSC-74 GIRT "GIRT NOTE: "GIRT 4 Stitch Screw (3 Required) All Bolles are 1/2" x 1" Fastener #4ENDWALL GIRT A307 M. Bolts (Typ. U.N.) #14 x 7/B" LOP Tek Gutter Strap 1 3/4" 3 3/4" 1/4" 2 1/2 At 12' O.C. �: _:::::::_::::_: at 48" O.C. Member Screw - - - "_ (BfL893-12) 1/2" x 1" Button Head At 6" O.C. Stitch Screw M. Bolts (Typ.) at 6" O.C. Inside Closure w/ 1 3/4 Opening Jamb 1 o - r _ _ _ Continuous Tope ___- _ _- -- as Seal Top & Bottom 5/8" Anchor Bolts (Typ.) °p `r ___---- _ PgR Roof Panel NOTE: O �� PBR Roof Panel � _ All Bolts are 1/2" x 1" 1 I InsidTaCeoMostic on Button Head M. Bolts w/ PB ` & ttom N 1 Tn (Typ. U ) Top T N. " - _ ----- ------- t � — -------•------- ' FLANGE BRACE PER ---- ------'- - " N r� � DESIGN Panel Cop Trim Wall Girt Door Jamb-------- Header DESIGN CORNER COLUMN COULD BE (BFL271) Optional �� Pop Rivet Steel Line SC-119 Clip Eave Channel A 4 A 3 3/4 SINGLE CEE,DOUBLE CEE, (2) For 10'-2" Trim HOT ROLLED OR BUILT-UP (3) For 20'-2" Trim =..e . SC FOR 8"GIRT PLATE COL. F SC-59 FOR 10" GIRT Fastener #14 Member Screw 0 6" O.C. Sc-60 FOR 12"GIRT 1/8 x 3/16 N "'•a_ Pop Rivet S.S. Member Screw ®12" O.C. Bose Clip SC-100 Clip 0 12" O.C. SC-116 Header \T F GIRT DEPTH DIM"A" DIM"B" DIM"C" DIM"D" Gutter &" 2" t/a" O'-11 3/a" 0-l0 1 2 (BFL760) O O 1/2" x 1" Button Head Gutter Fastener #14 t Finish Floor 0 Finish Floor BFL760 10" 3° 1 1/4° r-1 3/4' -U �Eave ,F'!, _ -- _:-_- M. Bolts (Typ.) 1/8" x 3/16" 12" 4" 2 1/4" 1'-3 3/4" 1- Strut �'- - r b � `V Eave Cover Pop Rivet at 12" O.C. 8 = FL574 Eave Canopy Projection —Wall Panel �1T 10" = BFL575 NOTE: USE 1/2"DIA. X t" A307 BOLTS AS SHOWN 2 1/2 3 I Wall Girt 12" = BFL576 5/8" Anchor Bolts (Typ.) CORNER DETAIL @ BEARING FRAME ENDWALL LOW EAVE DETAIL St Eave Canopy Low Eave Detail Standard Gutter - 1 1 Wall P R R anaruer /4" aanel - PBR Panel 8„ Jamb to Floor (BY—PASS OR FLUSH SIDEWALL AND BY—PASS ENDWALL) Girt f Header to Jamb PBR Roof - Gutter NS0120 NS0150 Low Eave MW Gutter Shtd NS02108A NS0228B NSO501 Cn Fixed Eave 0 C5 COLUMN NOT::: Steel Line o SIDEWALL OR 0 0 o ENDWALL GIRT(TYP.) COutside onhnuous Tapeosure AI301 If M. Bolts ls are 1/2" Typx UnN.) Gutter Stitch Screw Seal Top & Bottom M N at 12" O.C. (Shape May Vary) 1" Min. 1 1/2" Max. High Side <* Eave Trim 81`1768 for Up To 1: 12 M SC-100 Clip BFL546 for 1 1/8:12 To 4:12 N ------- ------- ------ ----------- PBR Roof Pane! W011 / 4 4 USE Sc-3 CUPS ----- ------------ BUILDING STEEL LINE goo 5 5 USE SC-56 CLIPS 6 6 USE SC-57 CLIPS ~' STITCH SCREWS AT 12" O.C. WITH CONTINUOUS TAPE r (2 BOLT GIRT CONNECTION REQUIREMENT) SEALANT UNDER TRIM Member Screw @ 6" O.C. 2" 4 2' 8" Jambs Downspout COLUMN 3" 4" 3" 10" Jambs w BFL320 `� C5 SIDEWALL OR RAKE TRIM PBR ROOF PANEL o ENDWALL GIRT(TYP.) 4" 4" 4" 12" Jambs (BFL764) Member Screw 0 12" O.C. m Downspout Strap HW-2993 (Typ.) O M N Stith Screw -- Downspout Schedule at 12" O.C. i aye to'-s"D_s 14'-6"Ds Kickout D li Eove Strut E H h 0- - 2- -2 RAKE ANGLE el t BFL32 126 BFL320 174 BFL3 1 22 HW 993 ------------ (RA - 1) _.____-_ _. Open WaII Eove MEMBER SCREWS Member Screw Cover Trim AT 12" O.C. " t4-o 1 t 1 2 4 4 USE SC-16 CLIPS ® 24" O.C. BFL583 for 8" EAVE STRUT PURLIN (BEYOND) <+ ` 16-D t t t BFL584 for 10" EAVE STRUT I 18-o t 112 2 5 5 uSE SC-72 CUPS BFL595 for 12" EAVE STRUT RAKE COVER TRIM 20- 2 2 6 6 USE SC-73 CLIPS 1/4 (BFL93) 2a-G ? 2 lot a \L Header Girt 26-0 2 F1W III (4 BOLT GIRT CONNECTION REQUIREMENT) t SC-100 Clip PANCAKE HEAD SCREW MEMBER SCREWS _ 2 AT 24" O Jamb #10 x 1" #2 Phillips Flat Head .C. Finished Floor BFL3 -22 �G NOTE: USE 1/2"DIA. X 1" A307 BOLTS AS SHOWN Fastener of each Purlin Nigh Eave Detail SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL SSculptuedtured rTrim P Fully tyOpen8WallI' PBR Roof f Jamb To Header Girt 4'1. A 5tt R trap is eq 1 Form wail lic RAKE DETAIL at OPEN ENDWALL AA NS0125 INS0167 High Eave MW Sculp OpenI NS0 228A NSO451 Rake Detail MW at Open EW NS0701 Z �� , s - 1:16W NOTE: REVISIONS DATE DESCRIPTION BY CK'D 1. These drawings are intended to depict general installation of item(s)described above. Some Rem(s)may hove been omitted for clarity of presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or ciorilicitions. NO. -d'a rd Details A (. ,pL PERMIT .S S Customer: INDEPENDENCE STEEL PRODUCTS NE End User: GSCHERMERHORN Location: GLENS FALLS N.Y. Det.By Chk By I Date I Scale Building ID Job Number eet Num er Issue N.T.S. A,B 205010 S4 A Back Gutter (Shape May Vary) Projection Gutter (Shape May Vary) Fastener #6 Main Frame column Tab 12-24 x 1 1/4" Tek 4.5 CL (TYP) m. m Overhan Fastener #1D Wall V, View 9 o Tab ` 1/4"-14 X 1 1/4" Driller .c...__. „ Downspout Strop Bend : o x 2 112 HW-2993 Downspout Front DS Width �o1e' PT 12 1'_ BF1320 ® TFIT_--11 Fastener #14 VIEW Field Bevel Cut °X' 1/8" x 3/16" Pop Rivet Downspout BFL320 Top of Downspout P Downspout Offset � (Typ') BFL323-27 * Downspout Strap Downspout Offset HN-2993 Open Wall BFL323-27 DS Depth Fastener #14 as ever o Prow e 1/8' x 3/16" Pop RivetFostener #14 By Building Mfg. i Downspout To Gutter Attachment Detail (Typical) D°BFP320 1/8" x 3/16" Pop Rivet i 1. Refer to the building erection drawings for the location and spacing of the Downspout Strap Mosonr downspouts. HW-2993 / y 2. Locate all downspouts in the flat of the wall panel (Not over a major panel field Cut from BFL320-126 1 rib). out Strop 3. Make a cardboard template of the downspout shape . Place the template on Gutter (Shape May Vary) Downspout 3 the bottom of the gutter and trace the outline. Remove the template and draw a line from corner to corner, forming on "X" pattern. /:� — 4, Drill a whole at the center of the "X". Using tin snips, cut along the lines 1 2 Fastener #14 of the X only. Do not cut along the outside lines of the downspout square. Overhang 4" / !/8° x 3/16" Pop Rivet Downspout BFL320 5. Bend each triangular tab down toward the ground, 90 Degrees to the bottom Offset (Typ) of the gutter. BFL322-12 6. Position the top of the downspout under the gutter. Make sure all four Fastener #14 Masons Wall 1/8" x 3/16" Pap Rivet gutter tabs are on the inside of the downspout. 7. Install Fastener #4 X 7 Lap Tek self drilling fastener through the Downspout Strap Attachment Detail Downspout Strap Attachment Detail downspout into the guttertter tab. Only the two sides and the front of the downspout will receive fasteners. Eave Canopy Downspout Detail 4" x 5" Roll—Form 4" x 5" Roll—Form NS0702 NS0704 NS0706 NS0708 Downspout Strap Downspout Downspout StropFastener 10 Downspout Strap HW-2993 T PHW-2993 1 4 —14 x 1 1 4 Driller HW-2993 ( yp') BFL320 / " / " Downspout Fastener #14 ��/ BFL320 1/8" x 3/16' Pop Rivet Wall Panel (Typ') ° Fastener #14 Fastener #14 1 8" x 3/16" Po Rivet 1/8" x 3/16" Pop Rivet \ / / P Downspout Pond (Typ) � / (Typ.} N - wall PBR Wall Panel Downspout Strap z Offset HW-2993 Fastener #71 N BFL322-12 12-14 x 2 1/2" Self Driller Wall � r" Kickout BFL321-22 Wall Panel Downspout Fastener #14 (Field Cut From 1/8" x 3/16" Pop Rivet Downspout 8FL320 10 ' BFL320-126) (Tyt'') PBA Wall Panel Offset BFL322-12 Downspout Strop Fastener #iD HW-2993 1/4"-14 x 1 1/4" Driller N � As Req'd Fastener #14 Wall Panel 9 1/2" Downspout 5 1 2 Min 1/8" x 3/16" Pop Rivet Downspout BFL320 BFL320 (TIve) 1- RV PBR Wall Panels rFq Downspout Kickout Wall Offset _Downspout Strap Attachment Detail 4" x 5" Roll—Form 4" x 5" Roll—Form 4" x 5" Roll—Form NS0703 INS0705 NS0 707 FE0"siA' NOTE: REVISIONS dard 1. These drawin s are intended to de ict enerd installation of items described above. Some items mo have been omitted for clarit of NO. DATE DESCRIPTION BYCMD Details 9 P 9 O O y y presentation. Consult your erection manual or additional S-Sheets for further guidelines and/or darifio�tims. A I-¢vL PERMIT S Customer: INDEPENDENCE STEEL PRODUCTS NE End User: GSCHERMERHORN Location: GLENS FALLS N.Y. Det.By I Chk By Date I Scale Building ID Job Number Sheet Number issue N.T.S. A,B 205010 S5 A