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HomeMy WebLinkAbout5510 No.5510 GAR IELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Strccl Suite 303 Glcnwood Springs', Colorado 81601 (303) 945-8212 Job Address 0629 County Road 303, Parachute Nature of Work Building Permit Use of Building Storage /Shop Chimer Jack L. Hazelhurst Contractor Owner Amount of Permit$ 386.10 Date May 10. 1995 Permit: 234.00 Plan : 152.10 Paid $134.55 S. Archuleta Clerk I. BUILDING PERMIT APPLICATION : OARFIELD COUNTY. COLORADO Applicant to complete numbered s 'aces only. PERMIT NO. 5520 PARCEUSCHED NO, JOB ADDRESS OG., G' /2 - 3. P- r°1-c- L'-.j - e 4 10. 8763,5-- 1 LEGAL LOT NO. BLOCK SUBDIVISION DESCR. 1 _ � j /}A✓s.G 14 4. t e ca. 2 OWNERS k Fla. Fla. x._ G1L ,,± ADDRESS 97M4aes' pt PH A{g5 - 761 9 WK PH. 28',f s' 2, 6J 3 CONTRACTOR 0 . „ Q ADDRESS PH. LICENSE NO. // JJ 4 ARCHITECT OR DESIGNER (j am , 'ge ADDRESS PH. LICENSE NO. 1 5 ENGINEER 6 ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING /9 ,40 STOFLOT /t , --% 4 , HEIGHT JO b y 1 ( NO. OF FLOORS / 7 USE OF BUILDING s' - f - UYaq e _ — r (sop — fiery,- (14 0 11 /1 . _) ✓(`S.0^ri / ,, - 8 CLASS OF WORK NEW oADDITION °ALTERATION oREPAIR o MOVE oREMOVE 9 DESCRIBE WORN: 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE y� � DRIVEWAY PERMIT ON SITE SEWAG DI POSALP IT SITE PLAN a ?r t0 21 (• / 11 VALUATION OF WORK; $ RO 000 NADJUSTEDVALS v�p , ' PL , I I PERMIT FE SPECIAL CONDITIONS 4 fi / aS 7�/7/” SCHOOL IMPACT FEE /1 NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON oS' �I PARCEL �J PARCEL yT TOTAL FEE DCC, GR, I - 5' CONST. TVP .Z NOTICE WATER SUPPLY DATE PERMIT ISSUED 3 / ` /E/ -9S SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING, SPECIAL APPROVALS REQUIRED RECEIVED NOT REQUIRED VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING V // NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED .1.4.- i OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS A) '4 e • COMMENCED. HEALTH DEPT. 5 o „ ” l 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LO AL LAW REGULATING CON TRUCTIDN OR THE PERFORMANCE OF SETBACKS ST ;1 - �1 Date FLOOD HAZARD Ig er, ctoror authorized agent havi read and understood m'e:bo - J� , / 93 r '• NUF, HOME ulldin apartment Approve/date Planning •- panment Approval/date ' ' OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEMitI0F ;THE.SUBMITTE�, PLANS♦AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE:: OFi ANY RESPONSIBTLITIEB1 OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY. FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER ANp.OWNER CQMMENT ARECIN* NDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform003B I ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE I IA 1 ti4•; _." ' - .ill . a 4...1 • PERKA . BULPI\G FRAME% ERECTION GUIDE MODEL 4000 INTRODUCTION • Perka Building Frames offers a wide variety of frame designs to suit any need, at virtually any size and any shape. All frames are made of steel and fully conceived through state of the art computer technology. Each frame is computer designed: (a) To maximum strength, meeting all building code requirements; (b) To maximum efficiency, meeting all cost factors in both materials and erection; (c) To maximum flexibility, meeting all possibilities of building uses, and optimizing the frames' versatility, reliability, and therefore, its investment. Now, this manual was conceived to assist in the assembly /erection of the frame that you purchased; and in no way is intended to be the "only way" to do it. It is based on a survey of several contractors and is a direct reflection of popular industry procedures. Therefore, this manual is to be perceived as a guide only. Based on your own experience and personal preference, you may deviate from • this guide especially where personal design options or individual building requirements have been requested and do not make up part of a typical frame of your model type. Furthermore, certain procedures may differ where location, weather conditions, or the skills of the personnel would render the methods of erection described herein unsafe or undesirable. It is the responsibility of the erector, not the manufacturer, to determine a safe, convenient and proper method of erection having regard to all the particular circumstances at hand. Should you have any difficulties with any part of your building, we urge you to contact your building consultant in order to minimize your time and cost factors. Note that it is also recommended that you contact your insurance agent; this is an often overlooked necessity with a product of this kind. So, good building and best regards. From Perka Building Frames • 2 • • • RECEIVING YOUR BUILDING Most shipments of steel buildings are made to provide sufficient material to begin erection of the structure upon arrival at the job site. In multi -truck shipments, framing material is sent out first and cover and trim will be loaded and shipped last. Notification of shipment is usually made at least 24 hours before delivery. All delivery commitments are approximate. While every effort is made to maintain schedule, Perka Building Frames cannot be held responsible for any damages caused by delays. Great care should be exercised in scheduling erection crews and unloading equipment on a job site until the erector is certain of the arrival of the material. IleInful Flints General: Accessories, trim and sheeting bundles should be set aside and out of the way of traffic around the site. Purlins girts Of all steel building) should be distributed • along both sides of the foundation. Structural framing material should be unloaded within the foundation close to where it will be erected and with consideration to accessibility of erection equipment. Make sure you have everything: From your Bills of Lading, check off everything you unload as you unload it. Do not break cartons or bundles until required... {ie. to count sheets or to use) this will prevent excessive dirt and moisture from getting on your materials. Use Dunnage under all building materials: Components left on the ground are subject to excessive moisture and dirt and can give the erector the unhappy task of cleaning or repainting after building is erected. The dunnage will also facilitate ground assembly of frames and provide space for lifting slings when erection begins. Take great care In handling sheeting and trims: Erection personnel must be made fully aware of the value of your sheeting and trims. Careless handling of these items could create major problems for the builder and much dissatisfaction on the part of the owner. Packages of sheeting and trim must be stored off the ground at sufficient height to allow air circulation under the packages. This will avoid surface moisture and reduce condensation (see illustration below "Unloading & Handling ") Releasing Truck: • After satisfying yourself that you have accounted for all of your materials and making any necessary notations on the Bills of Lading, sign the Driver's copy and release the truck. a NOTES ON TOOLING • The following is a list of tools and equipment needed by a "typical" crew who will erect the structural frames and apply the sheeting and trims. Equipment requirements will vary from job to job due to differences in building sizes , complexities, jobsite conditions, and erection personnel . Therefore, this list should be used as a guide and in no way puts a limitation on equipment for erection crews. 1. Wrenches, for 1/2 ", 5/8 ", 3/4 ", 7/8" or 1" bolt s. 2. Set of Ratchet Drivers 20" or 24 "; 3/4" - 1" Dr ive and Sockets 3. Wrecking bar, 8 *1* Sledge Hammer and Heavy Duty D rift Pins 5/8", 3/4 ", 7/8", 1" and 1 1/16". 4. Set of Torches, Gauges, Hose, and Tips. 5. Measuring Tapes, 100' & 12'. 6. Some 5/8" or 3/4" Pure Manila Type Rope. 7. Some cable and turnbuckles for temporary anchor ing. 8. Heavy Duty Belt Slings, 3/4 Wire Cable Chokers, Spreader Bars. 9. 30' Extension Ladders. 10. Assortment of Crescent Wrenches. • 11. Heavy Duty, High Speed Screw Guns or Impact Gun s with Depth Setter and Clutch (with magnetic socket heads ) 12. Electric Sheet Metal Nibblers. 13. Heavy Duty Electric Drill and Bits. 14. Hack Saws and Blades. 15. Welding Machine. 16. Extension Cords. 17. Heavy Duty Electrical Cable. 18. Nylon String Line 19. Chalk Line 20. Vise Grips 21. Ramset or Pin Boy's. 22. Scaffolding or Scissor Lifts. 23. Levels, Plumb Bob's. 24. Hard Hats, Gloves. 25. "Come Along" • 4 FOUNDAT ION ALTERNATIVES • HERE ARE SOME EXAMPLES OF WHAT YOU CAN _DO FOR MODELS 1000 OR 2000... O B ANY B U I L D I N G DESIGNED WITH OUTSIDE GIBTS./ Elk I l l i i 0 v 111 D# me 4 11 .777 41/4 III\' i mi , 1l � F00 „I :1 111 111 # 2 F 4 PERKA THE CHOICE IS YOURS!! •SEE SAMPLE ANCHOR LAYOUT IN BACK BUILDING FRAMES FOUNDATION ALTERNATIVES 1 5 • • • • FOUNDATION NOTATION It is generally recommended that foundations be designed and "formed" by competent local experts (eg. foundation engineers or designers and their associated or recommended contractor). This is so, because they are usually most familiar with the location's site and soil conditions. Having knowledge of and experience with the local code requirements, drainage, soil bearing capacity and available tools and materials in your neighborhood will assure that you start out with the right foundation, meeting all specific loads imposed upon it. Parka Building Frames provides all orders with an Anchor Bolt Layout and on that sheet it will show all the necessary column reactions that your foundation contractor /designer must account for. Since a poor foundation is the major cause of most erection problems, it is also important that a responsible person check the concrete form work and anchor • bolts for location, alignment, and elevation prior to and during the concrete pouring. This will prevent the potential of some costly complications during erection of your frames. Similarly, it is a good idea to check all anchor bolts one more time before the erection crew arrives...just in case! If you know before, you can save several hours of men and equipment from waiting while corrective measures are being taken. i s • • BEFORE YOU BEGIN With every order of Perka Building Frames, you will receive the following: #1. Confirmation of your order, detailing your building specifications. #2 Anchor Bolt Layout #3 Your Model # Assembly Guide /Manual #4 If requested, Engineer Certified Drawing of your frame. This page(s) will also show elevations and may have details of special features /options. #5 A Bill of Lading, listing in detail, all your building material /components. It is imperative that as you receive these, you take the necessary time to review immediately and thoroughly. • Perka Building Frames has a reputation for extremely rapid service and the only way it can continue to meet this requirement and offer high quality workmanship right through the order is if all parties understand the value of time and follow through with the same sort of commitment...please note that we're not talking haste, we're talking time- management. So, please look over each item attentively and if there is anything in question, contact your Building Consultant immediately. • 7 4F sir r 'o ab u a 9 ii i • 1 ~ ° Y 1 o o ai d , 0a GS in J d \ .- o 0 O V O '' • \ kal ht. is. Q p . Q;O ilk . wk • C cc • rr ® _ � rr 0 G 0 ' ; A • n_ w `%ir ` ® � . Q $i LL 1 a : a:: '7 .0 CD 7 -. LL .: 15:1•15 . :::'- o Fa. >• i I dl 1 1 I ' J \a ll lllSlZ v CO I---_ ° ° - I = — 00 a I O.E Oy I Fl 71 1 O • rr — � —� -. f 11 L J : 43 K N (/�� • 0 Alt `• i 6S v • • ii 1 ` I a . a c o a LL co 1*: N • O *SEE SAMPLE ANCHOR LAYOUT IN BACK Et • • • • A POPULAR METHOD OF "RAISING" M4000 TYPE FRAMES (TAPERED COLUMNS & RAFTERS) FOR BUILDING FRAMES UP TO APPROX. 40' WIDE /12' HIGH 1. Bolt one half of a full truss together at the Haunch Connection (finger tighten only, until ready for sheeting ). 2. Install all bottom Chord Braces while truss is on the ground. 3. Bolt together other half and repeat #1 & #2, readying them to be lifted. 4. Starting on 2nd frame position, one in from end, with proper lifting straps and /or slings, lift one half section and hold or rest up on a yoke formed with scaffolds. 5. Raise other half and join two sections at peak of ridge. • ** As the frames are being lifted, it is important to have men lifting at the Haunch to prevent twisting. Also, make sure that slings /straps are tightened before raising. 6. When frames are up, finger tighten nuts on Anchor Bolts. Do not overtighten, you may have to shift frame around when squaring your building. 7. At this point, you should cable brace your frames for rigidity. 8. You are now ready for your 2nd frame. Set frame in same manner as first. Install eave purlins and then every second purlin from this point across frame putting only one fastener per end. Install x- bracing where necessary but do not tighten. 9. Using the windbrace rods, plumb the columns of the building and (with site engineer's approval) using washers or shims under the base plates, align the columns across the width of the building. Now, tighten nuts on Anchors Bolts. 10. Continue in same manner until all of the frames are up. By using tie purlins only, you will save valuable crane time. NOTE: It Is not recommended that buildings over 40-12 be raised In this fashion. • 9 r K FIGURE 1. SET HALF TRUSS UP ON YOKE. ;1 ' % \A + � /lit ��� �y i FIGURE 2. I� SET OTHER HALF AND BRACE. ,,,,, , \,..- ,/ FIGURE 3. SET NEXT FRAME, INSTALLING WINDBRACING, GIRTS AND TIE PURLINS. as t A i b 1 i FIGURE 4. REPEAT. ALLAN FRAMES, TIGHTEN __ HOLES, INSTALL BALANCE OF PURLINS AND GIRTS. NOTE: Figure 4 is illustrated with one Non — expandable End Frame. 10 • • 1 � I I I I j I it `/. ®1 • TYPICAL NON- EXPANDABLE FRAME ILLUSTRATION 1 1 • i ERECTING M -4000 FRAMES OVER 40' 1. A popular way for erecting these larger frames is to first set all of the columns upon the Anchor Bolts and brace securely towards the outside of the building. 2. Install some of the girts to help stabilize the columns. 3. Then raise assembled rafter sections carefully with slings /straps up and onto column haunch connections. Insert Rafter ends into columns with Drift Pins and then bolt together. 4. Continue from point #7 of regular frame erecting, raising rafters onto columns. As noted, these methods are popular methods used and will vary on each project's individual circumstances. Following now is a series of detail illustrations showing how each of the individual components fit together. We hope that this manual helps you with the enjoyment of your building, not only after it is up, but also during the time you experience the often overlooked satisfaction of completing a job well done.... 40 1 2 • • OPTION FOR AN EXPERIENCED ERECTOR • I` I ri al 1 / ICJ c!‘l I I I ;Ii ' I.�,, T I III 1 =11 P' --- 1 ` . 411 �I ►1�� %c / S� FIGURE I. i 1 I SET ALL OF THE COLUMNS. , CRANE e \1 ►� . I. 11 rilr„, II SI I ! ►1 I ' PI II !� , / i z �I l i - 2 RAISE RAFTER SECTION j fr ! L FIGURE II ON TO COLUMNS \ 401, I � Q \ 1►A tt 5 1 ,tt � .,. A li ��l ►1i ed sj� /� r � - ■ / FIGURE 3. - RAISE NEXT RAFTER SECTION, INSTALLING WINDBRACING, GIRTS AND TIE PURLINS. sic\ i Id ►� 1 3 1 fir/ FIGURE 4. � REPEAT, ALIGN FRAMES, TIGHTEN I BOLTS, INSTALL BALANCE OF PURLINS AND GIRTS. 1 3 • Q Q. ;R rti A ® ANCHOR BOLT ATTACHMENT (SUPPLIED BY CUSTOMER) • Flelnnfu1 1linfis - This illustration shows a typical "single angle" Frame. (This design is usually used on frames under 40 feet) - Do not tighten down bolts until frames have been aligned. - It is not uncommon (pursuant to site engineer's approval) to put washers or shims to facilitate the frame levelling process. - The anchor bolts themselves are usually supplied by customer or the foundation contractor. This is so because the bolts are usually needed before the delivery of the frames. - When setting the anchors, make sure there is enough thread exposed to go through the base plate of the column, but not too exposed so as to interfere with the webbing. • 1 . .. . . . . • . 7 • , 1 , , I' 1 .._ k Us I A .00 i 8" i A2. ANCHOR BOLT ATTACHMENT • (SUPPLIED BY CUSTOMER) Ilelh4fu1 Hints - This illustration shows a typical "double angle" Frame. (This design is usually used on frames over 40 feet in width or in high live load witn expanded bay spacings) - Do not tighten down bolts until frames have been aligned. - It is not uncommon (pursuant to site engineer's approval) to put washers or shims to facilitate the frame levelling process. - The anchor bolts themselves are usually supplied by customer or the foundation contractor. This is so because the bolts are usually needed before the delivery of the frames. - When setting the anchors, make sure there is enough thread exposed to go through the base plate of the column, but not too exposed so as to interfere with the webbing. • 15 e . • Y 4 0 . 4,t 4 ., �,' ` _. BELT A SSEMBLY se ,L It B . HAUNCH OR EA VE CONNECTION • 1 flints - This illustration shows Typical "single angle" frame. (This design is usually on frames under 40' in width) - # of bolts in haunch will vary with each frame's individual design. (see your "Engineer Drawings" if you've requested one.) - Do not tighten down bolts until frames have been aligned - Always insert bolts from under the haunch connection. (This better assures against nut loosening from gravity & vibrations.) • 16 • BOLT / ASSEMBLY ' NOTE , SOME FRAMES MA Y ��� _ -' , z� t REQUIRE AN EXTENDED t `� � ��/ / HAUNCH FOR PROPER �• ASSEMBLY DUE TO ` � BBL T CLEARANCES ' A T GUSSETS, r 1 I ta t at • 1B2 . HAUNCH OR EA VE CONNECTION 11eInful 1 - This illustration shows Typical "double angle" frame. (This design is usually on frames over 40' in width or in high live load with expanded bay spacing ) - # of bolts and # of rows in haunch will vary with each frame's individual design. (see your "Engineer Drawings" if you've requested one.) - Do not tighten down bolts until frames have been aligned - Always insert bolts from under the haunch connection. (This better assures against nut loosening from gravity & vibrations.) • 1 7 Y . . • . a..... • s te pirtsapp- a 7 w d BELT ASSEMBL Y 1 iIIl C . TRUSS PEAK CONNECTION i Felaful Flints - This illustration shows a Typical "single angle" frame. (This design is usually on frames under 40 feet wide.) - Do not tighten down bolts until frames have been aligned. - It is not uncommon to put washers or shim plates to facilitate frame levelling process. ( Especially in wider frames) • 1 Et • lir / WI � BBLT ASSEMBL Y 1 / • C2. TRUSS PEAK CONNECTION Helpful Hints - This illustration shows a Typical "double angle" frame. (This design is usually on frames under 40 feet in width or in high live load with expanded bay spacings.) - Do not tighten down bolts until frames have been aligned. - It is not uncommon to put washers or shim plates to facilitate frame levelling process. ( Especially in wider frames) • 19 LW . • VN N� \ El i Al f t ••• 411111. a a re 1 at TIN (1100 i \ _ _ _ _ _ , 4 , , - - - - i i - D . WINDBRA CE ATTACHMENT • Ilelulul tints - Here is an illustration of the windbrace attachment with "double angles" or also known as "back -to- back" angles... - Not all bays will have windbracing in it. (Even though each frame has attachment plates for them. This is done to facilitate the erection.) - Refer to anchor bolt layout to see which bay #'s will have windbracing. - One end of the windbrace rods has extra threading to facilitate the aligning of the frames. - Note that the lengths for the rods can be found on your bill of ladings. If something does not fir make sure you have the right rods since many times there are many different sized rods which go in different bays. Again these differences will be noted on the bills of lading. • Zo • `I 7 �' �� . II at • D2. WINDERA CE ATTACHMENT Helpful Hints - Here is an illustration of the windbrace attachment with "double angles" or also known as "back -to- back" angles... - Not all bays will have windbracing in it. (Even though each frame has attachment plates for them. This is done to facilitate the erection.) - Refer to anchor bolt layout to see which bay #'s will have windbracing. - One end of the windbrace rods has extra threading to facilitate the aligning of the frames. 21 as • 7p N . lc • NOTE: � i �, 14 USE 1/2" DIA. BOLT ASSEMBLY a f�, III IIIIIII�� � � NO7EwOODCJiP `I`I� it , ��o #10 WOODSCREW, (WOOD) OR 1 1/2` V\\, SHEE TRUCK SCRE W II N I 4 ��� i mmiiimir Prr 11 aliNtraa fi JH e PURLIN ATTACHMENT (WOOD OR STEEL PURLINS) 0 Fielnful Hints - When installing purlins before frames have been aligned, attach to clips with only one fastener per end to allow for freer movement when squaring off. - With expensive equipment around, you may want to use tie purlins and eave purlins ONLY, to hold frames as work progresses. This could save you valuable crane time. • 22 • I NOT (STEEL) E USE 1/2' MB titi: , S BOLT ASSEMBLY NOTE. ~ • /� �� USE WOODGRIP, �I1 #10 WOODSCREW, (WOOD) OR 1 1/ 2 ' \ \‘, SHEE TRUCK SCREW 1 � " / .© f it • E2. P URLIN ATTACHMENT (WOOD OR STEEL PURLINS) Ilelnful Flints - Here is an illustration of the purlin attachments with "double angle frames" or also known as "back -to -back angle frames ". - When installing purlins before frames have been aligned, attach to clips with only one fastener per end to allow for freer movement when squaring off. - With expensive equipment around, you may want to use tie purlins and eave purlins ONLY, to hold frames as work progresses. This could save you valuable crane time. • 23 OD . . 'V S1/4,., " EPP-Jr • 1 ± WO (STEEL) 1I ( ) NOTE � USE , DIA. � � ,, BOL T ASSGMBL Y N I 1 . s ., „ , , .- - - z . -,-, „- • ■ r 7 TE ; I USE WOODGRIP, #10 1 W00DSCREW1/2" , � I OR i 1 / I SHEETROCK SCREW %-citik.100 , = - 1 - - 1 1 . 0 all ki F . GIRT ATTACHMENT (WOOD OR STEEL GIRTS) • I-lelnful flints - When installing girts before frames have been aligned, install with only one fastener per end to allow for freer movement when squaring off. - With expensive equipment around, you may want to use tie girts ONLY, to hold frames as work progresses. This could save you valuable crane time. • 24 . . „ . . . • . 7 \11 re• • ,..„• • °�� (STE a :, ___ ,i..tit---- BOLT ASSEMBL � (WOOD) iiila 1 OE: 1 / 0 N USE T 1/2" DIA. I, Y / ■ NOTE: i U .� \ USE WOODGRIP, ,- r� #10 WOODSCREW, I _ OR 1 ROC 11 it 1 1/ SHEETROCK SCREW P GIRT ATTACHMENT • (WOOD OR STEEL GIRTS) 1 leInful Hints - Here is an illustration of the girt attachmnets with "double angle frames" or also known as "back -to -back angle frames ". - When installing girts before frames have been aligned, install with only one fastener per end to allow for freer movement when squaring off. - With expensive equipment around, you may want to use tie girls ONLY, to hold [tames as work progresses. This could save you valuable crane time. - Note also that bolts should be installed in an upward fashion , again, to minimize possibility of loosening from gravity and vibrations. • .25 1 1 O HORIIZONTA PTIONAL: LLY , • WOOD; NOTCHED AT RNERS RI L // $TIONAr li ' ANGLE; HORIZONTAL i 1 AND /OR VERTICAL i S kti r rti CORNER DETAIL (WOOD OR STEEL) • Helpful Hints - When finishing your corners on a Wood /Steel Model 4000 you will need to notch out your endwall girts so that your endwall sheets will have something to fasten to. (As illustrated in the top part of the picture) - Note also that you can add an upright (2 "x4" or 2 "x6 ") to give more rigidity. - For an All Steel version, there is extra rake angle material (eg 2 "x3" light gauge angles) which you can use to "Fill out" the gap in the corners, as shown above. To fasten, you need only "self-drill" from underneath these into the wall girts. - Again note that you could also add more "rake angle" as uprights for more rigidity. • 26 NOTE USE 3/8" DIA. BOLT ASSEMBMB LY „gairli (BOTH ENDS) imoris iiiiir % 1 „... �' ...... ____ t r...2 f 11a ■1111k I Ibla N OT: j I USE A NAIL, ti I ° : WOODGRIP, OR\ .- �� 5/16° LAG SCREW, (WOOD ENO) N1 . T Pi- NOTE � ' � � ' i I� B O L T 3 ASSEMBL Y. (FRAME END) • G. BOTTOM CHORD BRACING (ROOF AND WALL / WOOD OR STEEL) Fleluful Flints - Since doing work on the ground is much easier and safer, it is popular for the bottom cord braces (or any clips, braces, attachments) to he attached to the frames before they are raised. - In wood /steel type buildings one end of the brace is bolted to the frame and the other end need only be fastened with a nail. woodgrip screw or 5/16" lag screw. - In all steel type buildings, bolts are furnished for both ends of the bottom cord brace. (Field drilling of the hole in the purlin or girt will be required.) • • 27 e_ CAVA 1/2" 0 BOLTS • (TYPICAL) I FI NOTE• 1 1/4" C Bx2.5x14ga. ENDPOSTS (TYPICAL) FULL FRAME trTh -41111 1/2" 0 BOLTS (TYPICAL) 7 NOTE: C 8x2.5x14ga. ENDPOSTS (TYPICAL) NON— EXPANDABLE FRAME ENDPOST DETAIL • Helfaful Hints - A "Full Frame" (Expandable) is self supporting and therefore does not need to have post to support it. However, since it is often the case that these frames are bought for the ends in case of future expansion, posts will need to be fastened to them for the endwall framework, and this is shown in the top of the drawing above. If you requested it, a clip will be welded to the bottom cord of the frame to receive your endposts. (Note that these clips are "automatically" put on if you ordered the endposts from Perks.) - On a Non - expandable Frame the endposts need to be "bearing" that is they help to hold up the frame so as to meet the necessary loads. Therefore the connections on these are more fixed in nature and are as shown above. Furthermore these posts cannot be moved more than approximately one feet away from its intended position without having it checked by an engineer. • 28 • • N OTE: HOLE IN ONE END ONLY, FIELD DRILL OTHER HOLE. 0 o • COLLAR TIE DETAIL H T rr "Uo SJLL STS - COLLAR TIES MAY BE DESIGNED INTO FRAMES THAT ARE TYPICALLY OVER 60' WIDE AND /OR IN 'HIGH' LOAD CAPACITY REQUIREMENTS. PLEASE REFER TO YOUR ENGINEERING DRAWINGS OR A FACTORY ENGINEERING REPRESENTATIVE FOR DETAILS. - A POPULAR TIME FOR INSTALLATION OF COLLAR TIE 15 AFTER THE FRAME IS RAISED AND SQUARED. THIS WILL ASSIST IN ACCURACY OF HOLE DRILLING AT END OF COLLAR TIE. - NOTE THAT COLLAR TIE IS FOR FRAME LOAD BEARING ABILITY AND NOT NECESSARILY DESIGNED FOR USE AS A SPREADER BAR DURING ERECTION. • - NOTE THAT ONLY ONE END OF THE COLLAR TIE WILL COME PRE- DRILLED, WHERE THE OPPOSITE END IS 70 BE FIELD DRILLED. .29 • v . H. BASE SEAL • (WOOD OR STEEL) Helpful Flints - Before laying any base seal, make sure foundation wall is free of rough patches of concrete & voids and that any low spots are properly grouted. - Start at corner of the building and cut a 45 degree angle at one end for a neat finish. - At your discretion you can put down a bead of caulking underneath the base girt to seal against almost any intrusions! • SO • te r iti-mi I L J ) • . CORNER TRIM (WOOD OR STEEL) Helnful Hints - When putting fasteners in, always try to penetrate a girt so that a sturdy attachment is made both for the sheeting as well as the trim itselL - There is usually provided enough screws to put on each side of the corner trim and at every girt. - The corner trims are often identical to the gable trims, so do not be alarmed if you see more of this kind of trim than you would have expected. • l3 �L CLOSURE STRIP n��� � 7 ` �� � - I ts (WOOD) CLOSURE STRIP ` h aw 1/4 o iI ( STEEL) r I ` F • J e EA VE FLASHING (WOOD OR STEEL) • Ilelulul Flints - When istalling the roof sheeting make sure the bottom screws are not put in since the eave flashing must be installed underneath. - Note also that a closure strip is usually supplied to go in between the eave trim and the roof sheeting. • Normally for the wall side of the trim, the screws are put on at every second rib and extra care should be taken not to fasten too tightly so as not to crush the wall sheeting! - For the top, screws are put down between each roof sheet rib, through the eave trim thereby fastening down both at the same time. • 32 . . _ . . . • :}1 ..... ( ) i ' 2 - RAKE 1 ANGLE ® R _ J III (STEEL) • K. GABLE TRIM (W00D OR STEEL) Flelaful lints - The Gable trims (which are often identical to the corner trims) are put on after the wall & roof sheets have been installed. - Normally for the wall side of the gable trim, the screws are put on at every second rib and extra care should be taken not to fasten too tightly so as not to crush the wall sheeting. - For the top, screws are put on at each purlin for a sturdy connection. (No closure strips are needed here) • :33 • • CLOSURE \ • STRIP J7g ` (WOOD) CLOSURE l STRIP —`� (STEEL) L. RIDGE CAP (WOOD OR STEEL) • F1e1L�fU1 Flints 1. Two rows of foam closures should be installed as illustrated. 2. When putting in your purlins make sure the two runs of Purlins at the ridge have been installed on the top side of the ridge purlin clip. This allows for the strongest setting of the purlin on the top cord. Further 0 will be easier for you to fasten down your ridge cap into the purlins themselves. 3. There is usually supplied sufficient screws to fasten down the ridge cap at 9 to 12 inch intervals on both sides. 4. * Do not screw into or through the foam closures. • 34 • 1 NOTE PERKA STICKERS OR EMBLEM I 1 AVAILABLE, BY ORDER OATLY. I i 11 ! li II I j M , PEAK TRIM !helpful flints - The peak can be finished by merging the two gable trim pieces together with a diagonal cut on ONE of the pieces. - Note that the gable trim goes underneath the ridge cap. - After this you can install a Perka sticker, or emblem as you prefer. • .35 r � • i 1 NOTE: SHEETING; SHEETS ARE IDENTIFIED BY LENGTH AND NUMBER ON BILL OF LADING. 4 1/2" or 6" + + + + ++ TOP & BOTTOM ROWS + + 4- r MIDDLE ROWS + + + 9 or 12 + + + + NOTE: USE CHALK —LINE TO + + + + + ++ LINE —UP FASTENERS. SHEETING G DETAIL • Ilelhiful Hints - When installing sheeting it is recommended that you take the extra time to make sure you do a "quality job" because this is what is going to SHOW!!! - Refer to your Bill of Lading before you begin to use up your sheets. From these bill you can understand how the sheeting takeoff was done and where the different pre -cut sheets were intended to go. • As noted above, you need not put a screw in between every rib of your sheet. This is only needed at each end of each sheet, in between all you need is one every second rib. • 36 iritithi tiio r hoot �io< it Yil� 11 ri1L. iYili7ii�fao WVi;rsLi evil THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 77G IELD COUNTY, COLORADO Date Issued Area Permit No. .',f... AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described s ucture, th u ermit may then be revoked by notice fromths a • B ir 1',I TELYBECOMENULLANDVOID, Use Ara ._ AV Address or Legal Des4 ze/hi,j-ienntractor n - r, z a Own ( cc&i ; Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector) Footing $-_c, Foundation 3 —, / 9s 4 Plumbing- Underground Gas Piping Heating Ventilation Frame Insulation Plumbing -Rough Drywall Electric -Rough (by STATE inspector) Final /j_i q _ M ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APP AWED D DO NOT DES THIS CARD DatQ E ( / I / ; ^-f». , j / R.