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HomeMy WebLinkAbout1911-0102 PLAN & SPECIFICATIONSIED I ®unty U lg,lr_ p (02 IWDFOR PLIANCE SCOUNTY 504 Thunderbolt Drive • Walterboro, SC 29488 • 843-538-4600 • Fax 843-538-4610 PERMIT DRAWINGS NOTE: THESE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF THIS BUILDING ARE NOT TO BE USED FOR ERECTION PURPOSES. THESE PLANS ARE FOR BUILDING DEPARTMENT PERMIT PURPOSES ONLY. THE ANCHOR BOLT PLAN PORTION IS FOR CONSTRUCTION: 1) Manufacturer's standard specifications apply unless stipulated in the contract documents, verification of your purchase order and shown within the approval drawings submitted to you from the manufacturer. 2) Manufacturer's design, fabrication quality criteria, standard practices, standard materials including primer coatings, and panel finish shall govern the specifications with any other interpretations to the contrary not withstanding. It is understood by all parties that the Project Consultant/End Use Final Owner is responsible for clarification of inclusions or exclusions from specifications and/or architectural plans. 3) In case of discrepancies between manufacturer's plans and other trades including but not limited to foundation and architechtural plans; manufacturers' plans will govern. (Section 3. AISC Codes of Standard Practices March 2000.) 4) Approval of manufacturers' drawings and calculations constitutes acceptance of manufacturer's interpretations, assumptions of design loads and contract documents. (Section 4. AISC Code of standard Practices March 2000.) 5) The Project Consultant/End Use Final Owner is responsible for overall project coordination. This includes all interface, compatibility and design considerations covering any materials not supplied or manufactured by Rockford Manufacturing. This is the ultimate responsibility of the Project Consultant / End Use Final Owner. 6) These drawings are subject to the terms of the manufacturer's Engineer's Letter of Certification. Adequacy of the design loads for the area is the responsibility of the Project Consultant/Final Owner. Drawings are sealed only to certify that the structural components to be furnished meet the design loads requested and listed in the Engineer Letter of Certification. 7) It is recommended that a qualified Registered Professional Engineer design the foundation. The manufacturer is not responsible for concrete design. See section A3 — Foundations, Metal Building Manufacturers Associations Metal Building Systems Manual. 8) Notice to the erectors: Normal erection procedures include corrections, which involve time to determine cause, downtime, use of rental or owned equipment, travel and communication with the manufacturer's service department. Normal erection procedures also include moderate amounts of reaming, field welding (if required by design), cutting, shimming, touch-up painting. These items are not subject to claim for back charges. 9) Any change or correction not reported prior to the work being performed will not be eligible for reimbursement. At no time shall an erector alter the structural design without prior approval from the manufacturer's design engineer and service department. Acceptance of correction procedures will not imply acceptance of a back charge unless such changes are accepted in writing; including pay rates, proposed man-hours. Downtime, equipment costs, supervision, overhead, profit, liquidated damages and consequential costs expense are not subject to claim. 10) The terms of the claim shall be in accordance with Section IV Common Industry Practices. Section 6. Erection and other fieldwork. Specifically, Section 6.10. "Correction of errors and repairs" of the Metal Building Manufactures Associations Metal Building Systems Manual. For a claim form contact the customer services department of the manufacturer @ (843) 538-4600. 11) Claims must include written documentation, photographic documentation that shows detail, (part numbers, work performed) and any other pertinent information of completed work. 12) Warning: In no case should galvalume zinc steel panels be used in conjunction with lead or copper. Both have harmful corrosive effects on the galvalume zinc panels. Even run off from copper should be avoided. 13) Safety: It is strongly recommended that a safe working job site is a priority to the workforce. Warnings: Heights can be dangerous and all safety equipment that is applicable should be used. The manufacturer is not responsible for the work site safety or erection and has not investigated or recommended the erectors for its products. As such, the manufacturer is held harmless for erection quality, accidents, safety and possible OSHA violations. Find out more about OSHA regulations by visiting www.osha.gov. 14) A325 Bolt tightening requirement. It is the responsibility of the erector to insure proper bolt tightness. See Bolt Tightening method in Erection Manual and general notes of the drawing. 15) Protection of primer. The manufacturer's standard primer applied to the structural components is not intended for exterior use or extended exposure to the elements. To protect the primer (structural components "Red Iron") should be covered so they are not exposed to water prior to erection. Water can cause the components to rust. It is recommended that the primed structural components be protected especially if they are not going to be erected immediately. There is no warranty on primer paint against flaking, peeling, fading or shipping abrasions. Touch-up paint will be provided for primer. 16) Insurance: It is recommended by the Manufacturer, and Project Consultant/ Final Owner agrees to maintain adequate coverage to insure against risk of loss from the time risk of loss passes, during unloading, delivery, and storage, through construction and after construction. Project Consultant/Final Owner understands that buildings are vulnerable to wind, water damage, and vandalism, before and during construction, and Project Consultant/Final Owner agrees to indemnify and hold Manufacturer harmless for any such damage or costs arising from same. 17) All claims for shortages or goods damaged during shipping must be noted on the Bill of Lading to qualify for repair, replacement or reimbursement. 18) Inventory must be performed at time of delivery. If inventory is refused then it shall waive project consultant's right for future claims. 19) Dunnage shall remain the property of the trucking company. 20) Storage of materials. All materials, especially non -painted galvalume or galvanized panels must be protected. If this material is allowed to get wet or moisture is permitted to form (condensation) between the materials serious deterioration of the finish will occur. For your protection, if these materials get wet, separate and dry all materials immediately. Metal shavings left on the panel finish will also cause panel finish deterioration. 21.) The manufacturer's limited warranty does not provide for weather tightness. It is the ultimate responsibility of the erector to install the building materials in a manner that provides weather tightness. If the contractor / final owner / erector feels a condition exists that does not allow for weather tightness then additional materials or sealant can be requested. The proper amount of downspouts is the final owner's responsibility. All closures shall be installed. Especially at low pitch roof valleys, eave overhangs, valley gutters; sealant should be installed top and bottom of the closure. In some cases, metal closures should be considered at optional pricing. To help prevent water backup under the ends of roof panels, gutters, valleys and valley gutter should be kept clear of ice and snow, by installation of heated devices and/or snow jacks that prevent sliding snow, which are not included in the purchase to the manufacturer. 22) The project consultant/final owner is the entity, whether an individual or a company, which orders and purchases the appropriate building materials from the manufacturer for resale. The contractor or erector is the entity hired to construct or supervise construction of metal building materials, and any other construction facets of a building project as determined by the contract between the erector or contractor and the party retaining it. Neither the project consultant/final owner, erector, nor contractor are agents, representatives or employees of the manufacturer. The project consultant/final owner, erector or contractor maintain independent businesses over which the manufacturer has no control. This is the case even when a final owner has contacted the manufacturer or the service center directly and obtained the names of one or more erectors in an area from whom he may purchase the manufacturer's products. The provision of such names is not a recommendation or guarantee of the skill, ability or good business methods of any given erector. Important notice to bidder for installation of building components Please be advised when providing a quotation for erection of the material, all accessories to be supplied may not be shown on the permit, approval or erection drawings. Please contact the project consultant/final owner for a complete accessory/option list and/or obtain and compare the manufacturer's verification of the purchase order with the drawings. This includes framed openings and walk-in doors, which in many cases are field located by the erector. eL PROJECT CONSULTANT/FINAL OWNER RESPONSIBILITIES 05/09 Rockford Manufacturing, Ltd. 504 Thunderbolt Drive Walterboro, SC 29488 (843) 538-4600 Dia= 1/2" Dia= 3/4" Dia= 3/4" 3 w -T- F--1 T 010 I 00 1 + 010 4" 1 4" 0 1 4" 10 O 10 cn 1 + " 010 24" SW 1— —� EW _ 1 1 /W 1 1 /2 9" 1 1 /2" 1 1 /2" 1 1 /2" 1 1 /2" 1 1 /2" 1 1/2- See Plan See Plan 2 4" DETAIL A A Dia= 3/4" —T- 18„ V-4" j l o o l I I o o I V-0 1 /4" � sw RIGID FRAME DETAIL G DETAIL B Dia= 3/4" 010 o I _4^ 010 4" ---- —�— — EW— See Plan 1 1 /2" 1' 1 1 /2" DETAIL H DETAIL C Dia= 3/4" I 6" w — T — I 010 1 1 4- 0 10 I —�— 4" N 9" o 11 1 /2" 1 1 /2" See Plan DETAIL J 1/2" SW Dia= 3/4" Dia= 3/4" Dia= 3/4" -T- 010 0 10 4" 9" 1 1 /2" 1 1 /2" SW -T- 010 M 1 4" 0 10 4" 9" 1 1/2 m- /2" 1 1/2- 1 /2" See Plan DETAIL D -T- 010 1 4- 0 10 4" 1 1/2" 1 1 /z" 10 1 /2" SW DETAIL K A ANCHOR BOLT SCHEDULE Total Qnt Lac Dia Len (In.) (In.) 0 16 0 48 EC RF 3/4' 3/4' 17.50 17 50 SHEETING NOTCH & BOLT PROJECTION WALKDOOR ANCHOR BOLT DETAIL WINDOW ANCHOR BOLT DETAIL O 8 WF 3/4' 17.50 OMIT NOTCH AT DOOR OPENING(S) AND AS BOLT SETTING PLAN. 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. 1) FIELD LOCATED BY OWNER. 2) USE (4) 'fz 0 x 314 EXPANDED ANCHORS OR NOTE SHOWN ON ANCHOR 2' EXAMPLE: 1'-8e, —We. 3'-8'&', ETC. EQUAL PER OPENING, MINIMUM EMBEDMENT 2t�4'. CONCRETE LINE 2) USE _(4z 0 x 3�4" EXPANDED ANCHORS OR uAlt " EQ A PER OPENING, MINIMUM EMBEDMENT 2t/4'. IT IS SUGGESTED TO USE: HILTI ICBO # 4627 OR EQUIVALENT. TAILS SHOWN MAY NOT SOME DETAILS STEEL LINE IT IS SUGGESTED TO USE: HILTI ICBO # 4627 OR EQUIVALENT. 3) USE THIS DETAIL FOR OTHER FRAMED OPENINGS THAT ARE SET ON CONCRETE. APPLY YOUR BUILDING. REFER 1'F1" N FOR E TO YOUR ICARE O FRAMED WIDTH 3'-4" 4'-4" 6'-4" OPTIONS WHICH INCLUDED. DOOR SIZE 3068 OR 3070 4070 6070 x 3'-1'ft 4'-1'h" 6'-11&' VERIFY LENGTH AND PROJECTION Y 3'-7" 4'-7" 6'-7" WIDTH DIMENSIONS # ♦ 11/2" ♦ 1 4" I 1) CHECK YOUR ANCHOR BOLT II L + 4" 2" ♦ SETTING PLAN TO MAKE CERTAIN THAT ALL THE DIMENSIONS SHO I AGREE WITH THE DIMENSIONS ONN YOUR VERIFICATION. 3'e ANCHOR BOLT 2�4 X 2�4 3" I 2) NOTE, DIMENSIONS SHOWN ON FOUNDATION (N.B.M.) SEE NOTE #1 Y — WIDTH t THE VERIFICATION REFER TO THE STEEL r' nrreri v DETAIL Z LINES. 1 1 /2" DETAIL E Dia= 3/4" -T- QQ _ 010 a O 1 0 N 1 1/2" 1 1/2" See Plan See Plan DETAIL F A-307 ANCHOR BOLT NUT ww m J Bend n (In.) PROJ. MIN. 2.50 2.00 (TOTAL LENGTH — BEND LENGTH) 2.50 2.00 2.50 2.00 ,�� ,0• .••••••• ,, I, 1Q AS NOTED 6/23/04 RPS % ROCKFORD MANUFACTURING s o BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG • �.cc • CUST.: TREASURE COAST TRACTOR 5 21 04 •• T E OFF; �/ 0 . •(V DESCR: 50.0 x 75.0 x 20.0 2,0;12 CHECK BY: LG 5/25/04 �,� �• O.R,�p�: ��,��` SITE :FORT PIERCE, FL DES. ENG.:RKJ I, ,O •.••`����� SCALE: NONE 8 19 04 q��NA ������ T 1(� P.O. : R11290 SHEET NO. A2 OF 3 GENERAL NOTES NOTES FOR REACTIONS Q COLUMN LINE 1. ALL COLUMNS SHOWN ON ANCHOR BOLT PLAN CAN NOT BE MOVED. REFER r TO FRAMED OPENING DETAILS FOR LOCATING ANY FRAMED OPENINGS 1. All loading conditions are examined and only maximum/minimum H or V and the NOT SHOWN. corresponding H or V are reported. 2. THE ANCHOR BOLT SIZES, GAGES, AND SPACING SHOWN ON THE ANCHOR 2Positive reactions are as shown in the sketch. Foundation loads are in opposite d.irections. SETTING PLAN ARE FOR CAST IN PLACE J-BOLT OR STUD ANCHORS 3. Brocing reactions are in the plane of the brace with the H pointing away fromthe braced bay. The is downward. UNLESS SPECIALLY NOTED ON THE DRAWING. BOLTS CANNOT BE REPLACED vertical reaction BY EXPANSION OR EPDXY ANCHORS. 4. Building reactions are based on the following building data: 3. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, Width (ft) = 50.0 LEaveength () = 75.0 INCLUDING ALL MASONRY FASTENERS AND ANCHORS, ARE NOT BY THE Height = 2%0/20.0 METAL BUILDING MANUFACTURER. Roof Slope nse/12) = 2.0 20 Roof rise 4. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN IS NOT BY THE Dead Load psf) = Y2 Collateral Load (psi) = 0.0 METAL BUILDING MANUFACTURER (CONSULT A LOCAL ENGINEER FOR THE WORK). Live Load (pm = DESIGN OF FOUNDATION AND CONCRETE 30.0 nd Speed ( (mph) = 10.0 Wind 5. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM Wind Code = FBC 01 STRENGTH OF 2500 P.S.I. AT 28 DAYS. Exposure en = P H H H yf 6. BASE PLATE SIZES ARE 3" X 8" UNLESS NOTED. Importance -Wind = 1.00 f V 1v f V v 7. ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS.). 8. WALKDOORS, WINDOWS, VENTS, LOUVERS, LIGHT PANELS, LINER, AND KITS Loads: Mezz Live Load (so = 125.0 Live ARE TO BE FIELD LOCATED, UNLESS NOTED. REFER TO YOUR Dead Load (psf) = 50.0 RIGID FRAME: MaxIMUM REACTIONS VERIFICATION AND ANY REVISIONS FOR THE QUANTITY. 5. Loading conditions are: --- ------ --------Column Reactions ((k------- MATERIAL SPECIFICATIONS 1 DL+CO+LL 2 DL+CO+0.75LL+0.75WL1 Frame Column Load Hmax V Load Nmin V Line Line Id H Vmax Id H Vmin ROOF AND WALL PANELS: 26&24 GA. 3 DL+CO+0.75LL+0.75WR1 4 DL+CO+0.75LL+0.75WL2 - - - ------------------- 1 D 3 2.3 -0.6 8 -4.1 -0.7 BARE GALVALUME: 5 DL+CO+0.75LL+0.75WR2 1 1.8 6.3 10 0.5 -11.2 ASTM A792, SS GRADE 80, AZ 55 ALUMINUM - ZINC ALLOY COATED. 6 0.60DL+WL1 1 A 9 4.1 -0.7 2 -2.3 -0.6 PAINTED: ASTM A792, SS GRADE 80, AZ 50 ALUMINUM - ZINC ALLOY COATED. 7 0.6ODL+WR1 8 O.6ODL+WL2 1 -1.8 6.3 11 -0.5 -11.2 T TRIM MATERIAL ONLY: RIM A792, SS GRADE 50, AZ 50 ALUMINUM - ZINC ALLOY COATED. 9 0.60DL+WR2 10 0.60DL+LnWndL 11 O.60DL+LnWndR RIGID FRAME: MAXIMUM REACTIONS LINER PANELS: (29 GA) 12 DL+CO+F2UNB H 1 PAINTED ASTM A653, GRADE 80, GALVANIZED G40 13 DL+CO+F2UNB-LL 2 14 DL+CO+F2UNBIL 2 ___ ______ ______ -____ --Column Reactions k) -- GALVANIZED ASTM A653, GRADE 80, G90 15 0.6ODL+WRI+WS Frame Column Load Hmax V Load min V Line Line Id H Vmax Id H Vmin GALVALUME ASTM A792, AZ55, GRADE 80 16 0.60DL+WP+LnWndL 17 DL+CG+0.75LL+0.75WL2+0.75WS --- ------ -------------- -------------- PURLINS, GIRTS AND EAVE STRUTS: ASTM A1011 SS OR HSLAS, CLASS 1, GRADE 55 18 DL+CO+0.75LL+0.75WR2+0.75WS 2 D 7 6.5 -2.7 5 1.3 7.4 8 -7.2 -1.7 6 -2.3 -10.7 BUILT-UP SECTIONS: PLATE ASTM A572 HSLAS, TYPE 1, GRADE 50 SHEET ASTM A1011 HSLAS, CLASS 1, GRADE 50 ENDWALL COLUMN: MAXIMUM REACTIONS 2 A 9 7.2 -1.7 4 -1.3 7.4 6 -6.5 -2.7 7 23 -10.7 BAR ASTM A529, GRADE 55 2 017.0 12 0.0 8.3 7 0.0 -12.2 HOT -ROLLED SECTIONS: ASTM A36, GRADE 36 --Column Reactions k - Frame Column Load Hmax V Load Hmin V 2 033.0 13 0.0 8.3 6 0.0 -12.2 ASTM A529, GRADE 50 Line Line Id H Vmax Id H Vmin STRUCTURAL ROUND PIPE: ASTM ASOOB (Fy=42 ksi.) --- ------ -------------- -------------- 1 C 15 28 0.1 16 -2.6 0.1 STRUCTURAL SQUARE RECTANGULAR TUBE: ASTM A500B (Fy=46 ksi.) 17 2.1 0.1 RIGID FRAME: MAXIMUM REACTIONS BOLTS: ASTM A325, TYPE 1 HEAVY HEX BOLT WITH HEAVY HEX NUT, ASTM A563 GRADE C 1 B 15 28 0.1 16 -2.6 0.1 18 2.1 0.1 WASHERS: TYPE 1 ASTM F436 (IF REQUIRED) --- ------ --------Column Reactions ((k )------- ASTM A307, GRADE A HEX BOLT WITH HEX NUT, ASTM A563 GRADE A 5 A 1 0.0 15.8 16 0.0 -0.9 Frame Column Load Hmax V Load Nmin V Line Line Id H Vmax Id H Vmin ANCHOR BOLTS: ASTM A307 (NOT BY THE MANUFACTURER) FASTENERS: ALL SELF -DRILLING AND SELF -TAPPING SHEET METAL SCREWS WILL 5 B 15 7.6 -1.3 16 -7.1 -3.8 1 0.0 30.4 --- ------ -- ----------- 3 D 1 4.3 11.3 ------------ 8 -7.9 -1.6 CONFORM TO THE FOLLOWING: 5 C 15 7.6 -3.6 16 -7.1 -3.8 10 0.6 -23.1 ■ #12-14 X 11/4" TEK 2 OR TEK 3 SELF -DRILL SCREW CONFORMS 1 0.0 30.4 3 A 9 7.9 -1.6 1 -4.3 11.3 TO SAE J78-98 WITH SEALING WASHER. 5 D 1 0.0 15.8 16 0.0 -0.9 1 -4.3 11.3 7 7.5 -18.7 ■ #12-14 X 11/2" TEK 2 OR TEK 3 SELF -DRILL SCREW CONFORMS TO SAE J78-98 WITH SEALING WASHER. RIGID FRAME: MAXIMUM REACTIONS . ■ #12-14 X 1'/i #5 TEK 5 SELF -DRILL SCREW CONFORMS BRACING REACTIONS, PANEL SHEAR TO SAE J78-98 WITH SEALING WASHER. --- ------ --------Column Reactions k ) ■ #12-14 X -ye TYPE A OR AB CONFORMS TO ANSI STANDARD t Reactions (k) Panel Frame Column Load Hmax V Load min V B18.6.4 WITH SEALING WASHER. --- Wall-- Column --Wind--- -Seismic- Shear Line Line Id H Vmax Id H Vmin ■ #17 X le TYPE AB TAPPING SCREW CONFORMS TO ANSI STANDARD Loc Line Line Harz Vert Harz Vert (lb/ft) --- -------- ------------ -------------- 818.6.4 WITH SEALING WASHER. ------------------------------ ------ 4 D 7 6.2 -0.3 5 0.7 19.4 8 -7.3 1.1 10 4.5 -12.5 ■ #10 X 116" WOODGRIP SCREW WITH SEALING WASHER. 1 Rigid Frame At Endwall 4 A 9 7.3 1.1 6 -0.3 BRACING: CABLE EHS (EXTRA HIGH STRENGTH) 7- WIRE CLASS A A 5 B 2.5 3.2 0.0 0.0 4 -0.7 19.2 -6.2 7 2.6 -8.2 GALVANIZED STEEL STRAND CONFORMING TO ASTM A475. C 25 3.2 0.0 0.0 4 0 17.0 1 0.0 33.4 7 0.0 -7.6 D 4 ,3 6.9 6.6 0.0 0.0 HILLSIDE WASHER ASTM A48, CL-30 4 ®33.0 14 0.0 15.2 6 0.0 -7.6 EYEBOLTS ZINC COATED ASTM B633 TURNED AND WELDED WITH WIND BENT REACTIONS ASTM A563 GRADE A NUT. t Reactions ASTM F844 WASHER ---Wall-- Column Wind(k) Seismic(k ) Lac- Line- Line Vert Vert ROD ASTM A36 - --Har- --Har- - A 3 3.46 7.90 0.00 0.00 FH ANGLES ASTM A36 A 4 3.46 7.90 0.00 0.00 I q H,,,��0� H H 0 BUILDING ACCESSORIES SCHEDULE +V }v .`�, �r•�•�c'EN`g!�*.so,,•„ ROCKFORD MANUFACTURING QTY. ACCESSORY DESCRIPTION No 3 3070 WALKDOOR, FIELD LOCATED *; ;* ._ 1 6'-4" x 7'-2" WALKDOOR F.O., FIELD LOCATED � * ' ft • BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG 4 26 a HI -RIB ROOF SHEETS w TRIM • cc p : • ((� ft CUST. :TREASURE COAST TRACTOR 5 21 04 CHECK BY LG •� ••� V..�• ,� �I��ts • DESCR: 50.0 x 75.0 x 20.0 2.0:12 5 25 04 / • 0000000000 ..�.: •O`'�Ci,��, SITE : FORT PIERCE, FL DES. ENG.:RKJ pNAL �/1/111111�� SCALE: NONE 8 19 04 r(It (p P.O. :R11290 SHEET NO. A3 OF 3 4" 18'-5" I I I I G-7 I 9 G-6 PBA-10 (SEE NOTE) THIS GIRT TOED DOWN I I BUILDING DESIGNED I TO REMAIN OPEN I u----------- I RF1-3 0 I i- 0 I FIELD LOCATE 3070 WALKDOOR (1) LOCATION/S RF— RIGID FRAME EC— ENDWALL COLUMN ER— ENDWALL RAFTER DJ— DOOR JAMB DH— DOOR HEADER G— GIRT 75'-0" OUT —TO —OUT OF STEEL 18'-9" 18'-9" 18'-5" J4 E-2 T E-2 I E-3 © s ©© 1 T21 j s s s© z I I WF-2 I I Ct I G-13 G-9 G-15 G-9 DH-1 DH-1 G-8 s G-1 ❑ I G-14 ® K u - k5 MB-2 I I I G-8 G-15 0 G-14 ® �I 0 I _ I M ® N I I I 9❑ _ I o o o o I I G-8 G-15 I G-13 I I _ E6 (2) BA-15, (1 /2) BA-10 T1 — — — - RF2-3 RF3-3 RF4-3 EC-2 12'-0" FTC-3 I I TRIM LAYOUT FOR 3070 WALKDOOR (1) LOCATION/S 3'-41/2" 3'-4 1/2" 0 Al 12'-0" ELEVATION AT: LINE A FTC-74 0 J Of a M rn GIRT �0 I � � i7 FIN. FLOOR FIELD LOCATE TRIM LAYOUT 6'-4" x7'-2" F.Q. FOR 6'-4" x7'-2" F.Q. (1) LOCATION (1) LOCATION LEGEND CL— SPECIAL CLIP F.S. FAR SIDE FTC— FRAMING CLOSURE N.S. NEAR SIDE T— TRIM O.C. ON CENTER TR— SPECIAL TRIM � STEEL LINE AL— ANGLE A.S. AS SHOWN A— SPECIAL ANGLE O.H. OPPOSITE HAND P— PURLIN E— EAVE STRUT FC— FRAMING CLIP FB— FLANGE BRACE CL CENTER LINE N.A. NOT APPLICABLE TYP. TYPICAL U.N. UNLESS NOTED CB— CROSS BRACE N.B.M. NOT BY METAL BUILDING MANUFACTURER 4" 0 I 0 0 I I CD .t N 2 ESA-1 3 FC-70 4 FC-67 5 FC-26 6 FC-136 7 FC-219 8 FC-222 9 FC-6 10 FC-5 11 FC-101 vvr—i vvi000/- WF-2 W16642 E-1 8C16 E-2 8C16 E-3 8C16 G-6 9Z16 G-7 9Z16 G-8 9Z16 G-9 9Z15 G-10 9Z16 G-11 9Z16 G-12 9Z15 DJ-1 9C16 DJ-2 9C16 DJ-1 9C16 G-13 19Z16 G-14 9Z15 FIELD NOTE: FIELD MATCH SHOP MARKS ON DOOR JAMBS WITH THIS DRAWING TO INSURE PROPER PLACEMENT. GENERAL NOTES: PBA-10 NOTE: (if shown on drawings) PBA-10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. ,,,��111111111��, � EKS Q ♦♦' ON ♦ , •• C E •••• �y 1Q AS NOTED 6/24/04 RPS 65e01 •; ROCKFORD MANUFACTURING *• •* - • • • BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG 0 • : a' CUST.: TREASURE COAST TRACTOR 5 21 04 Q A OF �: DESCR: 50.0 x 75.0 x 20.0 CHECK BY:RPS 2.0:12 8/17/04 �j, �'• • 0 R O .-* N % •Ui SITE :FORT PIERCE, FL DES. ENG.:RKJ ♦♦ �ONA1-��� SCALE: NONE g 1g 04 p ,II I11811111���,�1�(f� I P.O. :R11290 SHEET NO. E1 OF 14 12, C I C I 50'-0" OUT -TO -OUT OF STEEL n B H -L RF2-1 RF2-4 RF2-5 RF2-3 ELEVATION AT: LINE 2 00 I I I� 00 I FIELD LOCATE 3070 WALKDOOR (1) LOCATION/S FTC-3 00 I I I I 00 M TRIM LAYOUT FOR 3070 WALKDOOR (1) LOCATION/S hNAML Link.: Z D ID PART 1 FC-76 2 FC-6 3 FC-5 4 5 AL-1 FC-113 LINE 2 PART MATERIAL G-2 9Z16 G-3 9Z15 G-1 9Z16 G-18 9Z15 GENERAL NOTES: PBA-10 NOTE: (if shown on drawings) PBA-10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1 /4 points of bay. ,`�%%11111111••• % EKsr •�. 0 �%%% �pN .....qo � GENS •;tf �, ROCKFORD MANUFACTURING .� BUYER: JAC GENERAL CONTRACTOR DRAWN BY: ALG S TE OF CUST.: TREASURE COAST TRACTOR 5 21 04 • '. �� ��� DESCR: 50.0 x 75.0 x 20.0 CHECK BY.RPS 2.0:12 8/17/04 •' •' ` ONAL � ,, SITE : FORT PIERCE, FL DES. ENG.:RKJ •• •••��II11��11�� SCALE: NONE 8 19 04 tail (Q P.O. :R11290 SHEET NO. E4 OF 14 PBC-1 RPB-1 (2)RGT-14 (2)RGT-14 0 R TP-4R RwCo�V INoo _ ❑ 212 oo�� -Co -Co I? 7 i ^ (1)FTC-10, (3)FTC-14 I I I BUILDING DESIGNED I TO REMAIN OPEN � I I I I � ELEVATION AT: LINE 1 NOTE: 1'-0" PANEL _ BACKLAP ENDWALL SHEETING: 26 GA. HI -RIB O N (15 j_125 5 T-125 0 N CV \ CN C,4 CVI \ N \ CV N - CV F" \ \ \ N \ N O O O I I OI I d' O a, O N CV ri N NI N M iV N _I I I N fV N N I N N N N N N O N I I I ELEVATION AT: LINE 2 ENDWALL SHEETING: 26 GA. HI -RIB PBC-1 RPB-1 (2)RGT-14 C2)RGT_14 0 RTp_4L RT1'-4R _ ❑ (1)BT-10, (3)BT-14 ELEVATION AT: LINE 5 ENDWALL SHEETING: 26 GA. HI -RIB NOTE: 1'-0" PANEL BACKLAP ST E OF ; k 0C* '.OR1OP'G�,� ONAL w ( JJJJIInn���`��I Irq GENERAL NOTES: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. ROCKFORD MANUFACTURING BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG EUST. : TREASURE COAST TRACTOR 5 21 04 bESCR: 50.0 x 75.0 x 20.0 2.0:12 CHECK BY:RPS 8/17/04 SITE : FORT PIERCE, FL DES. ENG.:RKJ SCALE:NONE 8 19 04 P.O. :R11290 SHEET NO. E8 OF 14 SPLICE PLATES & BOLTS Splice Top Of Plate Mark Qnt Typ Dia Len Sp— 1 6 A325 3/4" 2" Sp— 2 6 A325 3/4" 2" OFLANGE BRACES: FAR SIDE FBxxX: xx = LENGTH (IN.) Bottom Of Plate Qnt Typ Dia Len 4 A325 3/4" 2" 4 A325 3/4" 2" Q2" 12 0 0 I Ip I ih 00 i I o Plate Size Yid Thick Length PIECE 1'YLU ULr III START END YYLU rLM THICK L LENGTH VV IJIVL I Lr11YVL W x T x LEN 11 J1L/L 1 Ln11VL W x T x LEN RF1-1 14.5/14.5 0.112 10'-0" 5 x 3/8" x 19'-3 1/2" 5 x 1/4" x 10'-0" 6" 1/2" 2'-2 1/16" 14.5/14.5 0.112 7'-7 3/16" 5 x 3/8" x 1'-3" 5 x 3/8" x 7'-7 3/16" 5" 1/2" 2'-2" 14.5/14.5 0.179 1'-10 13/1 " RF1-2 19.5/19.5 0.179 8'-5 11 /16' 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" 19.5/19.5 0.112 10'-0" 5 x 1/4" x 3'-2 3/8" 5 x 1/4" x 3'-2 3/8" 19.5/19.5 0.112 5'-0" RF1=3 14.5/14.5 0.179 1'-10 13/1 " 5 x 3/8" x 1'-3" 5 x 3/8" x 7'-7 3/16" 14.5/14.5 0.112 7'-7 3/16" 5 x 3/8" x 19'-3 1/2" 5 x 1/4" x 10'-0" 14 5 14 5 0 112 10'—n" 3/4, 2'_0' 25) ' 4-� 251_1" 1825) 25-1 " (25) 9" 1'-3 1/4" 45-11 1/2" 1'-31 4 9' FLANGE CLEARANCE + — 50'-0" OUT —TO —OUT OF STEEL RIGID FRAME ELEVATION FOR RIGID FRAME LINE(S): 1 ,,`111111111111 %%N EKS 140 TRO When Golvolume (GA) and Galvanized (GV) materials v • come in contact with one another a surface • coating reaction could occur over a period of i O time; due to condensation or high humidity conditions. Building manufacturer is not responsible ♦ .�•' for material damage caused by this reaction. To prevent this reaction use: felt, sealant, or /I`` insulation in—between surfaces to avoid direct Y' contact. Felt, sealant, or insulation not by building manufacturer. 5'_4 15/16" 2"� 12 = ROCKFORD MANUFACTURING r • * : BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG � Z T E OF � CUST.:TREASURE COAST TRACTOR 5 21 04 Q`•: ��,� DESCR; 50.0 x 75.0 x 20.0 2.0:12 CHECK BY:8�S 7/04 � ONA�.���, SITE :FORT PIERCE, FL SCALE: NONE DES. ENG.:SK19 �f f 1111�' 04 (q f � � I � P.O. : R11290 SHEET NO. E9 OF 14 SPLICE PLATES &BOLTS CAP PLATE BOLTS PIECE mr-mbr WEB DEPTH 11 J1LL WEB PLATE I H0LCkill) OUTSIDE FLANGE W x T x LEN Splice Top Of Plate Bottom Of Plate Plate Size Col START END THICK LENGTH RF2-1 14.5/14.5 14.5/14.5 0.112 0.112 10'-0" 9'-6 1 /16" 6 x 1/4" x 19'-3 5/8" 6 x 1/4" x 1'-2 15/16" Mark Qnt Typ Dia Len Qnt T Dia Len yP id Thick Length Id Qnt Typ Dia Len Sp— 1 6 A325 3/4" 2" 4 A325 3/4" 2" 6" 1 /2" 2'-2" RF2-4 4 A325 0.750 1 3/4" Sp— 2 6 A325 3/4" 2" 4 A325 3/4" 2" 6" 1 /2" 2'-2" RF2-4 4 A325 0.750 1 3/4" RF2-2 19.5/19.5 0.179 10'-0" 6 x 1/4" x 20'-0" 19.5/19.5 0.179 6'-1 7/8" 6 x 1/4" x 3'-2 1/2" "�71FLANGE BRACES: FAR SIDE RF2-3 19.5/19.5 14.5/14.5 0.112 0.112 7'-3 7/8" 9'-6 1 /16" 6 x 1/4!' x 1'-2 15/16" =LENGTH (IN.) 14.5/14.5 0.112 10'-0" 6 x 1/4" x 19'-3 5/8" FBxx: xx RF2-4 W12643 C C C 9„ 6" 2"� 12 0 I 0 I 00 I 15'-0" 1'-3' FLANGE CLEARANCE + - FLANGE CLEARANCE + 16'-0" 17'-0" 50'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION FOR RIGID FRAME LINE(S): 2 WxTxLEN 6 x 1/4" x 17'-7 1/4" 6 x 1/4" x 20'-0" 6 x 1/4" x 3'-2 1 /2" 6 x 1/4" x 17'-7 1/4" �'� ��CENSF.••• ROCKFORD MANUFACTURING •••` ::' • N 858 • BUYER: JAC GENERAL CONTRACTOR DRAWN BY: ALG CUST. : TREASURE COAST TRACTOR 5 21 04 CHECK BY:RPS � TE OF �[/ DESCR: 50.0 x 75.0 x 20.0 2.0:12 8/17/04 �o •• •�,� ;_�� L A 0•G��,,� SITE FORT PIERCE, FL DES. ENG.:RKJ .O SCALE: NONE 8 19 04 �����0 N A%';,,��� (((� P.O. : R11290 SHEET NO. E10 OF 14 SPLICE PLATES &BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE WEB DEPTH WEB PLATE in OUTSIDE FLANGE INSIDE FLANGE Splice Top Of Plate Bottom Of Plate Plate Size Col PIECE START END THICK I LENGTH W x T x LEN W x T x LEN Mark Qnt Typ Dia Len Qnt Typ Dia Len Nid Thick Length Id Qnt Typ Dia Len RF4-1 14.5/14.5 0.250 10'-0" 6 x 1/4" x 10'-0" 6 x 1/4" x 10'-0" Sp- 1 6 A325 3/4" 2" 4 A325 3/4" 2" 6" 1 /2" 2'-4 3/16" RF4-4 4 A325 0.750 2" 14.5/14.5 0.250 9'-5 15/16 6 x 3/8" x 9'-3 1 /2" 6 x 3/8" x 7'-5 1/16" Sp- 2 6 A325 3/4" 2" 4 A325 3/4" 2" 6" 1/2" 2'-4 1/16" RF4-4 4 A325 0.750 2" RF4-2 21.5/21.5 0.179 10'-0" 6 x 3/8" 6 x 3/8" x 1'-3" x 15-10 1/4" 6 x 3/8" x 16'-1 7/8" OFLANGE BRACES: BOTH SIDES (U.N.) 21.5/21.5 21.5/21.5 0.179 10'-0" 0.179 3'-6 1 /8" 6 x 1/4" x 7'-4 1/4" 6 x 1/4" x 7'-0 5/8" FBxx: xx LENGTH (IN.) RF4-3 14.5/14.5 14.5/14.5 0.250 9'-5 15/16 0.250 10'-0" 6 x 3/8" 6 x 3/8" x 1'-3" x 9'-3 1 /2" 6 x 3/8" 6 x 1/4" x 7'-5 1/16" x 10'-0" 6 x 1/4" x 10'-0" RF4-4 W12643 10" 10" RF4-5 W12643 SP® 3'-6 7 16" 5 SP® X-6 7 16" 5 3 - 4 15/16" 2 SP® 3'-4 15/16" 2 SP® FB41 B41 Z2., �� _b� F@�41 2" 12 F641 0, —F� _ FB41 1 2 — _ fV _ I I � I o I F4-2 + + RF4-2 I o �< a'< I I cn - `° ¢ "� ¢ ( N I LO LOw NU caw _I U M o I °° OU N 0 w M4 r - Q Q I I LJi LJi _ O - o I ;e a; ;e —jiI o M13-3 MB-4 MB-3 I Go 102 (N.FS.) - + 00 wW ( ) Z U Z ih I I _ I u- I I I C' J U I I I 91. 1 11'-3 1 8" 14'-11 7 8" 14'-11 7 8" 1'-3 1 8 9" FLANGE CLEARANCE + - FLANGE CLEARANCE + - 17'-0" 16'-0" 17'-0" 50'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION A FOR RIGID FRAME LINE(S): 4 ��sN'EKS T �����i U �'• �`� ::��r,EIVg�., ROCKFORD MANUFACTURING 6580 BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG * CUST.:TREASURE COAST TRACTOR 5 21 04 -p • :.4= T E OF �� CHECK BY:RPS DESCR: 50.0 x 75.0 x 20.0 2.0:12 8/17/04 .•� Q` •; _�� SITE :FORT PIERCE, FL DES. ENG.:RKJ ��•\4C5 �s/ �0 N ql SCALE: NONE 8 19 04 SHEET NO. E12 OF 14 ��� ( P.O. : R11290 I PLATE SIZE TABLE BOLT TABLE CONN. PLATE SIZE SPLICE QTY. SIZE GRADE A 6" x 1/2" x 1'-4" A 4 3/4" 0 x 1'-51/2" A307 B&N B N/A B 4 1/2" D x 11/2" A325 B&N C 6" x V x 1'-4" C 4 7/8" 0 x 2i4' A325 B&N o � J J Ld m vl O 3 .. BOSS, STIFFENERS, AND CAP PLATE \� "1 J PB-3 W8x24x6" 0 6"x'/4" 3„x1/4, 0 3" x 1/4" 01 6" x 1/4' 0 O.S. FLG. 1'-31/2" x 0.112 WEB 6" x 1/14, I.S. FLG. 3 AT LINE: A 4 AT LINE: A WIND BENT CROSS SECTION WIND BENT COLUMN EAVE STRUT - a, DOOR JAMB CLIP: FC-136 (N.S. & F.S) STEEL LINE 1'-4 1 /2" (CLEAR) WIND BENT COLUMN SECTION 1 r— 13 3/4" WIND BENT RAFTER N ram) w DOOR HEADER v DOOR JAMB WIND BENT—/ COLUMN DOOR JAMB a, STEEL LINE_ 1'-4 1 /2" (CLEAR) WIND BENT COLUMN SECTION 2 WIND BENT RAFTER SECTION 3 NOTES: 1) BOLTS TO BE 1 /2" 0 x 1-1/4" A-307 (U.N.) EKS �♦` J� •�G E 8 ROCKFORD MANUFACTURING • * BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG • • ¢ '0 : �� � O'•.: CUST.:TREASURE COAST TRACTOR 5 21 04 �� �•• /$T E 2�; 10 � DESCR: 50.0 x 75.0 x 20.0 2.0:12 CHECK BY: R� 04 s / ♦ I� .••O R •• d ♦♦ SITE : FORT PIERCE, FL DES. ENG.:RKJ �ONA`�x♦� ",%is SCALE: NONE P.O. R11290 8 19 04 /itl���!(f( ki : SHEET NO. E13 OF 14 REF. „A„ FZ`r�MENS .c CABLE 0 5/6" �e" 1/2" PSVRE SHEETING ANGLE EYE BOLT " �4' 7/8" �`�` SOS SHEETING ANGLE (SA-10, SA-15) "A" DIM. 11 11 14" GROMP�� (SA-10, SA-15) "A" DIM. 6" 7" 9" #12 x 1 /4" S.D.S. (GA) "C" DIM. 31/2" 41h" NSA CABLE GRIP FC-186 #12 x 11/4" S.D.S. (GA) PURLIN UT (IN PLACE OF BRACE EYE) PURLIN TUB PURLIN FLAT WASHER EYE BOLT LOCATED UNDER ROOF PULIN) 4V' ILLSIDE WASHER CABLE GRIP BRACE EYE — SSSEE ROOF PLAN FOR PART CABLE NUMBER AND IF REQUIRED. CROSSOVER MARK • I I "A" SEE SHIPPING LIST FOR CABLE LENGTH "B" I • • I RAFTER LENGTH = FIELD MEASUREMENT. I tl I -- — -- • i•!/ II I� 1/2"0 x 1 1/2„ 9SG �os9`S'G rF V, $TUB PURLIN I I A325 BOLTS CABLE 9A 4'F `ro 4'c� o (LOCATED UNDER ROOF PURLIN) I II COLUMN I CABLE 1'F�,� 4" SEE ROOF PLAN FOR PART 1 F� - I I NUMBER AND IF REQUIRED. 4„ FLANGE BRACE AS REQUIRED II CABLE GRIP, CABLE GRIP CLIP: FC-218 �'' CBC-2X (SEE RIGID FRAME CROSS (IN PLACE OF IN PLACE OF RAFTER • SECTION.) BRACE EYE) BRACE EYE) RIGID FRAME RAFTER CABLE BRACING ASSEMBLY PURLIN TO RAFTER A3 PURLIN TO ENDWALL RIGID FRAME RAFTER A9 COLUMN TO RAFTER B3 * SEE LEAD—IN DIMENSION AND GENERAL NOTE #7• * SEE LEAD—IN DIMENSION AND GENERAL NOTE #7. *SEE LEAD—IN DIMENSION AND GENERAL NOTE #7. (2) #12-24 x 11/4" II S.D.S. (GA) _ _ I II CLIP: (SEE ELEVATION) CLIP FC-4-------------- - ----- CLIP (SEE ELEV.) COLUMN / DOOR JAMB COLUMN I II ENDWALL GIRT CLIP FC-7 CLIP (SEE ELEV.) I II 11�.. /2 �I r— ______--- ___ — ----- —1/4, —�— I ------- — I I I • ----------- — — ---- — ----------- ---- ------ ---- • I I • • I I • I I � I I I I * I I EAVE STRUT---------- • I • 11/4"T �I • I I • SHEETING CLIP: (SEE ELEVATION) �c f CLIP: FC-136 FIELD CUT AS REQ. — — — — — — — — — — — —— I RIGID FRAME COLUMN LGIRT CLIP: FC-136 DOOR JAMB SIDEWALL GIRT GIRT SHEETING CLIP: (SEE ELEVATION) GIRT TO COLUMN DOOR JAMB C1 DOOR JAMB TO EAVE STRUT L5 GIRTS TO COLUMN C3 GIRTS TO RIGID FRAME COLUMN D15 f�E-NICO A I NI(ITCC• I n * LEAD-IN DIMENSION: GIRT SIZES ( * VLIV L.I\r\L IV\./ i L_.J• 1) ALL BOLTS ARE TO BE 1/2"0 X 11/4' A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF THE BUILDING (U.N.) ttr,t1 lli `C�1 EKS7gp�,� EN 0 61/2"Z & 8"C 2" 4) H® MATCHLL SHOPMARK / NO 01� �� BUILT-UP MEMBER ID, WHERE FORMAT IS: WAABCD ROCKFORD MANUFACTURING 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186;* BUYER: JAC GENERAL CONTRACTOR DRAWN BY: ALG W = WELDED MEMBER TYPE BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL Q8). - gr AA = MEMBER DEPTH IN INCHES 6) SEE RIGID FRAME CROSS SECTION(S) FOR PURLIN AND GIRT ; CUST.: TREASURE COAST TRACTOR 5 21 04 CHECK BY:RPS B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10 ORIENTATION. 2=12" �/ DESCR: 50.0 x 75.0 x 20.0 2.0:12 7) 61/2" GIRTS MUST BE LOCATED UNDER CLIPS UNLESS THE '���' p R 1QP'� ����, SITE : FORT PIERCE, FL 8/17/04 C =FLANGE THICKNESS IN 1/16 INCH UNITS, GIRT ORIENTATION IS TO BE TOED DOWN. ����5•• . �Cy%�� DES. ENG.:RKJ 3=3/16", 4=1/4', 6=%", 8=1/2", 0=%", 2=3/4' COLUMN ��j / �. �� SCALE: NONE 8) GIRT CLIPS ARE TYPICALLY APPLIED WITH aiP i ON w 8 19 04 D = WEB THICKNESS IN 1 /16 INCH UNITS, SHORT LEG TOED UP UNLESS SHOWN � GIRT •01111 1110 , P.O. : R11290 SHEET NO. G 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 OTHERWISE, REVIEW ALL DETAILS. �k SEE LEAD-IN DIMENSION AND GENERAL NOTE #7. CLIP: IF REQUIRED (SEE ROOF FRAMING SEE ROOF FRAMING PLAN PLAN FOR LOCATION.) PURLIN ---- ----------- --- ---- SIDEWALL GIRT O I• I O • I • O I I 11 II #12-24 x 1'/4' (S.D.S) I I I II (GA) (1'-6" O.C) I I I • I • • O • • CLIP: (SEE ELEV.) _ _ _ II ENDWALL GIRT I II RAFTER I 325xB0 BOLTS > > TH NT MAY BE ON I • fl"0 x t /a A325 II I BOLTS IF REQUIRED AT LAP BOLT. • — — — — — — — — — (SEE ROOF FRAMING FLANGE BRACE PLAN FOR LOCATION.) AS REQUIRED • • (SEE RIGID FRAME CROSS SECTION) CORNER COLUMN RIGID FRAME SHEETING CLIP: (SEE ELEV.) RAFTER SHEETING CLIP: (SEE ELEV) (8) BOLTS WITHOUT FLANGE BRACE. (12) BOLTS WITH FLANGE BRACE. (10) BOLTS WITH FLANGE BRACE AT LAP. GIRTS TO CORNER COLUMN D17 PEAK DETAIL F12 PURLIN OVERLAP G1 PURLIN SIZE ** GIRT SIZE ** MAY BE REMOVED ONLY AFTER WALL IS SHEETED. 61fz" Z 2" 6�f2" Z 5" RIGID FRAME THIS CONNECTION 9" Z 4" 9" Z 71h" #12 x 1 1/4" S.D.S. (GA) COLUMN POINT MAY BE AT • • THE LAP BOLT. SEE FRAME RIGID FRAME I FLANGE BRACE(S) EAVE STRUT CROSS SECTION RAFTER II AS REQUIRED FOR CONNECTION II (SEE RIGID CLIP: FC-69 FOR 61/2" PURLINS ESA-1 FRAME ROSS FC-70 FOR 9" PURLINS EAVE STRUT BACK-UP PLATE OR �I COLUMN OR RAFTER SECTION „ CLIP (AS LABELED ON (SPECIAL BOLTS MAY BE 1 /Z ** II C OR I ORI 2" REQUIRED, SEE ROOF FRAMING ELEV. AND II FRAMING PLAN.) PLANS. II \_�I BRACE EYE CABLE GRIP o • 0 • • 0 2"� CABLE --------- - - - - -- II. GIRT CLIP FC-68 2\ SEE ELEV. SEE ELEV. (SPECIAL BOLTS �I MAY BE REQUIRED II SEE ROOF FRAMING II PLAN) I (8) BOLTS WITHOUT FLANGE BRACE. RAFTER I ((12) BOLTS WITH FLANGE BRACE. RIGID FRAME (10 BOLTS WITH FLANGE BRACE AT LAP. COLUMN GIRT OVERLAP H 11 EAVE STRUT TO RAFTER 18 EAVE STRUT TO RIGID FRAME J4 BRACING AT COLUMN OR RAFTER MEMBER Q1 �k LEAD-IN DIMENSION: GIRT SIZE(S) * GENERAL NOTES: ���n��rrrrr 0 1 1) ALL BOLTS ARE TO BE �2"0 X 11 /4' A-307 (U.N.) �� /� EKSTgp 6 �2''Z9 Z 8"C 3' 1 2) VIEW IS FROM OUTSIDE OF THE BUILDING (U.N.) �%% � 3) ALL DIMENSIONS ARE +/ ��� ; •�\C E IV%.4 BUILT-UP MEMBER ID, WHERE FORMAT IS: WAABCD 4) 0 MATCH SHOP MARK. ROCKFORD MANUFACTURING 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186 * . 65 ' W = WELDED MEMBER TYPE -BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL Q8). : * BUYER: JAC GENERAL CONTRACTOR DRAWN BY: ALG AA = MEMBER DEPTH IN INCHES 6) SEE RIGID FRAME CROSS SECTION(S) FOR PURLIN AND GIRT �'fl' COST.: TREASURE COAST TRACTOR 5 21 04 ORIENTATION. + : jr CHECK BY:RPS B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" T E OF ; ((/ DESCR: 50.0 x 75.0 x 20.0 2.0:12 7) 61/2" GIRTS MUST BE LOCATED UNDER CLIPS UNLESS THE ��; ,�. !(� �• 8/17/04 C =FLANGE THICKNESS IN 1 /16 INCH UNITS, GIRT ORIENTATION IS TO BE TOED DOWN. ��� p `Q P•:?,ems SITE FORT PIERCE, FL DES. ENG.:RKJ 3=3/16'", 4=1/a', 6=%", 8=1/2", 0=%", 2=4 ' 8) GIRT CLIPS ARE TYPICALLY APPLIED WITH COLUMN ��� ••..!;...GNP? ��� SCALE: NONE g 1g 04 IP D = WEB THICKNESS IN 1/16 INCH UNITS, SHORT LEG TOED UP UNLESS SHOWN GIRT oiVA� "` P.O. : R11290 SHEET NO.. 6 OF 6 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 OTHERWISE, REVIEW ALL DETAILS. J oil �(q *SEE LEAD-IN DIMENSION AND GENERAL NOTE #7. . I I II I BASE ANGLE II I (BA-10, BA-15) II I SIDEWALL COLUMN I I USE POWER DRIVEN I BASE ANGLE: II I FASTENERS SUCH AS BA-10, BA-15 II CABLE WALL SHEET I RAMSET (OR EQUAL) I I 1400 STRAIGHT SHANK WALL SHEET 1 USE POWER DRIVEN HILLSIDE WASHER �1 CABLE GRIP #12 x 11/4" S.D.S. I w/ 11/2" PENETRATION FASTENERS SUCH AS AND MIN. ALLOWABLE INSIDE CLOSURE 1 RAMSET (OR EQUAL) FLAT WASHERS EYE BOLT I SHEAR OF 220# I 14001STRAIGHT SHANK II INSIDE CLOSURE (2'-0" O.C.)(N.B.M.) w/ 1 /2 PENETRATION NUTi # SHEARANDIN. OF 220# ABLE 12 x 1 /4" S.D.S. O 0 BACK-UP PLATE II BASE TRIM ° (2'-0" O.C.)(N.B.M.) OR CLIP (AS II COLUMN OR RAFTER 1' a' LABELED ON II C OR ORj ° < e ° ° 0 0 FRAANDMING PLANS)EV �I FOUNDATION 'a ° e d II (N.B.M.) a; °--- - - - - ------ - - - - -- FOUNDATION ENDWALL GIRT (N.B.M.) BRACING AT COLUMN OR RAFTER MEMBER Q2 BASE TRIM SECTION T1 BASE TRIM SECTION T6 GIRT TO ENDWALL COLUMN DETAIL C4 *SEE LEAD—IN DIMENSION AND GENERAL NOTE #7. *SEE LEAD—IN DIMENSION AND GENERAL NOTE #7. SEE ELEV. SEE ELEV. NOTE: FIELD CUT T-125 TRIM AROUND PURLINS AS NEEDED. PURLIN (2) #12-24 x 11/4" I II S.D.S. (GA) ----I ----------------- --- II I • 0 • • I I II #12-24 x 11/4' I I I T-125 SCREWS (GA) I II I • I • O • • CLIP: (SEE ELEV) I II L---=I -- 0- 0- ______ I II I — ENDWALL GIRT I I #1 S.T.S. /4 I O.C. I I I E = I A ENDWALL _ _ OUTSIDE I I — — CLOSURE SHEETING CLIP: (SEE ELEVATION) • 1 RIGID FRAME COLUMN CUT LAROUND I AS E PANEL---' I FLANGE REQUIRED I I * 1 • (SEE RIGID FRAME SIDEWALL GIRT PURLINS AS NEEDED CROSS SECTION) SHEETING CLIP: (SEE ELEV) SHEETING CLIP: (SEE ELEVATION) I (FLANGE BRACE MAY BE AT LAP) RIGID FRAME SHEETING CLIP: (SEE ELEV.) #12 x 1 1/4" S.D.S. #12-24 x 1 1/4RIGID FRAME -11 (GA.) V-6" O.C. RAFTER GIRT TO RIGID FRAME COLUMN D20 GIRTS TO RIGID FRAME COLUMN D1 FRAME LINE 2 PANEL SECTION BA-15 P1 r�CAICDAI N1r1TCC• * LEAD—IN DIMENSION: GIRT SIZE(S) * VLIVLI\r,L 1141-/ 1 L.J• 1) ALL BLS AR) VIEW OISTFROMEOUOTSDE/OF THE/BUIL BUILDING (U N) `,,�``;QC� GENTQ L� 61/2'Z9 Z8"C 3 JJ ALL UIMtNZ)WIVJ AKt t/—. 4) MATCH SHOP MARK. ,� �• ��- �C y' : ;• N o ROCKFORD MANUFACTURING BUILT—UP MEMBER ID, WHERE FORMAT IS: WAABCD 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186 BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL Q8). - :*Z BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG W = WELDED MEMBER TYPE AA = MEMBER DEPTH IN INCHES 6) SEE RIGID FRAME CROSS SECTION(S) FOR PURLIN AND GIRT -C: �� CUST.�TREASURE COAST TRACTOR 5 21 04 B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" ORIENTATION. 0, • � � CHECK BY:RPS DESCR: 50.0 x 75.0 x 20.0 2.0:12 8/17/04 C =FLANGE THICKNESS IN 1/16 INCH UNITS, 7) 61/2" GIRTS MUST BE LOCATED UNDER CLIPS UNLESS THE GIRT ORIENTATION IS TO BE TOED DOWN. •. ( R,QP:' ����� SITE FORT PIERCE, FL DES. ENG.:RKJ 3=3/16", 4=1/4', 6=%", 8=1/2', 0=%", 2=-y4' 8) GIRT CLIPS ARE TYPICALLY APPLIED WITH COLUMN ���ls ••"•'• vr1��` `�( SCALE: NONE 8 19 04 D = THICKNESS c,aT TREVIEW ,,�NA� ®,�i I(9 P.O. : R11290 SHEET NO. G3 OF 6 2=.11T2, 4=. 50, 5NC3125,I6S .375 OTHERWISE, ALLLDETAILS. BACK BRACE DETAIL a * LEAD-IN DIMENSION: GIRT SIZES) * 61/2"Z & 8"C 2" 9"Z 3" BUILT-UP MEMBER ID, WHERE FORMAT IS: V1 W = WELDED MEMBER TYPE AA = MEMBER DEPTH IN INCHES B= FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" C = FLANGE THICKNESS IN 1/16 INCH UNITS, 3=3/16", 4=1/4', 6=fie,,, 8=1/2„ 0=%", 2=3/4, D = WEB THICKNESS IN 1/16 INCH UNITS, 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 GENERAL NOTES: 1) ALL BOLTS ARE TO BE 1/2"0 X 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF THE BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/—. 4) (S) MATCH SHOP MARK. 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186 BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL Q8). 6) SEE RIGID FRAME CROSS SECTIONS) FOR PURLIN AND GIRT ORIENTATION. 7) 61/2" GIRTS MUST BE LOCATED UNDER CLIPS UNLESS THE GIRT ORIENTATION IS TO BE TOED DOWN. 8) GIRT CLIPS ARE TYPICALLY APPLIED WII""�--ZT .L SHORT LEG TOED UP UNLESS SHOWN GIRT OTHERWISE, REVIEW ALL DETAILS. r3'JRLIN CLIP: FC-207 61/2' PURLINS) FC-209 �9' PURLINS) RAFTER OUTLINE ANTI -ROLL CLIP 1 /2" x 1" A307 BUTTONHEAD BOLTS CLIP (SEE ELEVATION) G18 RIGID FRAME COLUMN 9" Z SIDEWALL GIRT CLIP (SEE ELEVATION) 3'-4 1 /2" 1 S-4 1 /2" 1 /2" x 1 " A307 BUTTONHEAD BOLTS Al SIDEWALL GIRT BETWEEN O.H JAMB K5 EK8 7 ,,,,��,�N ;>CENS•• ,'% •� % •' :, ROCKFORD MANUFACTURING ;� *� =BUYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG Ir CUST.: TREASURE COAST TRACTOR 5 21 04 411 Q' r DESCR: 50.0 x 75.0 x 20.0 2.0:12 CHECK BY.RPS 8/17/04 ���� • .•O R %,•.••Gi�,�� SITE FORT PIERCE, FL DES. ENG.:RKJ BONA` va�, SCALE: NONE 8 19 04 P.O. : R11290 SHEET NO. G4 OF 6 Typ. FRAME COLUMN 3/16- 2 3/16- 3/16 2 Typ. DECKING Typ\ 3/16" V,3/16"V 2 DECKING DECKING 04 04 FLOOR JOIST F) C'4 POUR STO Typ. 3/16- 2 FLOOR JOIST IL ly POUR STOP /L /L FLOOR JOIST 3/16" a 0 CUP: FC-102— —FLOOR JOIST g C, 0 -c' m I �; 4 0 --CUP: FC-102 .14 N 0 C-4 0 0 0 IL CL 3/167 — _L_ — U- DECKIN FLOOR J 3 CUP: FC-1 2 FC— 102 FLOOR BEAM I iL (L 0 IL R MB-27 M13j1R)BEAM (12) 5/8*0 xl 1/2" A325 BOLTS FLOOR BEAM (9) 5/8"o xl 1/2" A325 BOLTS FLOOR BEAM (12) 5/8"o xl 1/2' A325 BOLTS BEAM TO COLUMN Ml JOIST TO BEAM M2 JOIST TO COLUMN AND BEAM M3 JOIST TO COLUMN M4 SEE LEAD—IN DIMENSION AND GENERAL NOTE #7. GIRT SIZE ** 61/2" Z 5" 9- Z 71/2 RIGID FRAME SEE RIGID FRAME RAFTER CROSS SECTION FOR CONNECTION GIRT 11/2 EAVE STRUT CLIP (SEE ELEV.) CLIP: (SEE ELEV.) CLIP FC-222 DOOR JAMB (FC-219 OR FC-220; (2) 1/2 0 x 1 " A-307 DOOR JAMB-----"' USE 2 BOLTS) BUTTON HEAD BOLTS 307 112"o x 1" A307 (FC-221; USE 4 BOLTS) BOLTS BUTTON HEAD BOLTS 4" ��­1/2" 0 x 1 " A307 BUTTON HEAD BOLTS 2" CLIP FC-67 — — — — — (SPECIAL BOLTS STEEL LINE I MAY BE REQUIRED DOOR OPENING L1112_ SEE ROOF FRAMING HEADER PLAN) DOOR JAMB RIGID FR��� COLUMN GIRT TO DOOR JAMB K2 DOOR JAMB BASE DETAIL E6 EAVE STRUT TO RIGID FRAME P DOOR HEADER TO DOOR JAMB M5 LEAD-IN DIMENSION: GIRT SIZE(S) * GENERAL NOTES: 6'/2"Z & 8"C 2" 1) ALL BOLTS ARE TO BE 1/2"o X 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF THE BUILDING (U.N.) 911z 3' 3) ALL DIMENSIONS ARE % 4) (@ MATCH SHOP MARK. BUILT-UP MEMBER ID, WHERE FORMAT IS: WAABCD ROCKFORD MANUFACTURING 0 b) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186 0* BUYER:JAC GENERAL CONTRACTOR DRAWN BY: ALG W = WELDED MEMBER TYPE BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL Q8). 5/21/04 AA = MEMBER DEPTH IN INCHES 6) SEE RIGID FRAME CROSS SECTION(S) FOR PURLIN AND GIRT CUST. : TREASURE COAST TRACTOR ORIENTATION. CHECK BY:RPS B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8". 0=10", 2=12" 2.0:12 E OF DESCR; 50.0 x 75.0 x 20.0 7) 61/2" GIRTS MUST BE -LOCATED UNDER CLIPS UNLESS THE v, :FORT PIERCE, FL 8/17/04 C = FLANGE THICKNESS IN 1/16 INCH UNITS, GIRT ORIENTATION IS TO BE TOED DOWN. -.OR% SITE 0,10 0,10 0,10 DES. ENG.:R—KJ LUMN 3=3/16", 4=1/4". 6=%", 8=1/2", 0=%", 2=-y4" 8) GIRT CLIPS ARE TYPICALLY APPLIED WITH_(,_ CO �p *00*0" SCALE:NONE 8/19/04 D = WEB THICKNESS IN 1/16 INCH UNITS, SHORT LEG TOED UP UNLESS SHOWN — GIRT ON SHEET NO. G5 OF 6 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 OTHERWISE, REVIEW ALL DETAILS. lim list% it I P.O. :R11290 I I I WALL SHEET I GIRT . To (TOED DOWN#12 x 11/4' S.D.S. I INSIDE CLOSURE FTC-10 4" FTC-14 BASE DETAIL T9 * LEAD-IN DIMENSION: GIRT SIZE(S) 61/2"Z & 8"C * 2" , , 1) ALL BOLTS ARE TO BE /2"0 X 1 /4' A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF THE BUILDING (U.N.) �.�`` EKST #�'•• %� N q0 � ����CEAI$'• ���� 9..Z 3„ J) ALL UIMLNZJIUIVJ HKt t/-. 4) (@ MATCH SHOP MARK. _ 1 _� :' 65 ROCKFORD 'MANUFACTURING BUILT-UP MEMBER ID, WHERE FORMAT IS: WAABCD 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CLIP: FC-186BUYER: BEFORE INSTALLING CLIP (IF REQUIRED SEE DETAIL 08). " JAC GENERAL CONTRACTOR DRAWN BY: ALG 5 21 04 W = WELDED MEMBER TYPE AA = MEMBER DEPTH IN INCHES 6) SEE RIGID FRAME CROSS SECTION(S) FOR PURLIN AND GIRT •'. E OF ; �CUST.: TREASURE COAST TRACTOR B = FLANGE WIDTH IN INCHES, 5=5", 6=6", 8=8", 0=10", 2=12" ORIENTATION. 7) 61/2" GIRTS MUST BE LOCATED UNDER CLIPS UNLESS THE . �/ i 'n••• QP:����� CHECK BY:RPS DESCR: 50.0 x 75.0 x 20.0 2.0:12 8/17/04 C = FLANGE THICKNESS IN 1 /16 INCH UNITS, GIRT ORIENTATION IS TO BE TOED DOWN. COLUMN �i R .• � • ......• � `'�,,�ONpL�?�`� SITE :FORT PIERCE, FL DES. ENG.:RKJ 3=3/16", 4=1/47, 6=%", 8=1/2", 0=%", 2=�YV' 8) GIRT CLIPS ARE TYPICALLY APPLIED WITH �ilI1111111�` SCALE:NONE 8 19 04 D = WEB THICKNESS IN 1/16 INCH UNITS, SHORT LEG TOED UP UNLESS SHOWN GIRT J J / III P.O. :R11290 SHEET NO. G6 OF 6 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 OTHERWISE, REVIEW ALL DETAILS. 12 x -4" S.T.S. INSIDE 1'-6" O.C.) GUTTER STRAP CLOSURE SHEETING ANGLE ROOF SHEET ROOF SHEET EAVE (3'-0" O.C.) (SA-10, SA-15) GABLE GUTTER TAPE MASTIC TRIM 12 x �'4' S.T.S. ,�,. #12 x 1'/4" S.D.S. TRIM E TYP. U. RIDGE CAP PEAK BOX CAP ROOF SHEET OUTSID IFmIU_` CLOSURE #12 x 1'�a" S.D.S. � f I GUTTER i #12 x 1'l4" S.D.S. I III PEAK BOX WALL SHEET TRIM SIDEWALL INSIDE CLOSURE I I PLUG SHEET GABLE TRIM GUTTER ENDWAEAVE STRUT #12 x -/4" SHEET LL END CAP WALL SHEET S.T.S. (1'-0" O.C.) CORNER GUTTER SYSTEM SECTION 1 GABLE TRIM SECTION 2 PEAK BLDG. CORNER DET. 3 PEAK BOX 4 12 x 1'/4" S.D.S. WALL SHEET t1'-6" O.C.) I I #12 x 11/4" S.D.S. 12 x 1'/4" S.D.S. HEADER I DOOR JAMB t1'-6" O.C.) I I INSIDE DOOR JAMB CLOSURE WALL SHEET HI —RIB WALL SHEET PARTITION SHEET 12 x 1'/4" S.D.S. FRAMING O.C.) CLOSURE 12 x �'4" S.T.S. 12 x 3%4' S.T.S. HEADER TRIM1'-6" sc O.C.)1'-6" O.C.) JAMB TRIM JAMB TRIM 'fie" POP RIVET (1'-6" O.C.) TRIM: T-290 O.H. DOOR HEADER TRIM 5 O.H. DOOR JAMB TRIM (1'-0") 6 DOOR JAMB TRIM (6") 7 OR T-294 12 x 3/4' S.T.S. GENERAL NOTES: WALL SHEET ti'-6" O.C.) 1) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) TEEL I 2) ALL DIMENSIONS ARE +/—. NOTE: FIELD CUT PARTITION SHEET AND LINE 3 SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO T-290 OR T-294 AROUND ' #12 x 3/4" S.T.S. ) YOUR BUILDING. REFER TO YOUR VERIFICATION FOR EACH GIRT. (1'-6" O.C.) THE OPTIONS THAT ARE INCLUDED. PARTITION TRIM 8 ENDWALL 12 x -)4' S.T.S. ---- SHEET t1'-6" O.C.) ,,,��1111111/II�'I Q J w ENDWALL ,,�� ON •EKSTq� ��� Q wZ FRAMING CLOSURE SHEETuj �� ,•.•�CE�j3•. �i� �� % � 658 •:dp ROCKFORD MANUFACTURING CORNER * ;* = UYER: JAC GENERAL CONTRACTOR DRAWN BY:ALG TRIM ESIDEWALL • SHEET • -.0UST. : TREASURE COAST TRACTOR 5 21 04 • O T E OF 4 •DESCR: 50.0 x 75.0 x 20.0 2.0:12 CHECK BY: 8/ 7/04 lb Q' • ? Fi,VSITE :FORT PIERCE, FL ��j • .• O .••Gi�,�� DES. ENG.:RKJ ��` SCALE: NONE S 19 04 I//llll��ltt��� 1 P.O. : R11290 SHEET NO. GD1 OF 3 CORNER TRIM SECTION 9 SHEET END SECTION 10 `( #12 x 11/4' #12 x 11/4" NOTE: SEE RIGID FRAME CROSS SECTION FOR S.D.S. S.D.S. GIRT AND PURLIN ORIENTATION. #12 x 3/4' (GA)(TYP) ENDWALL (GA)(TYP) EAVE STRUT RAFTER SELF TAPPING SCREW (S.T.S.) „ 1'_6' 1'-6" 1'-6' 1'-6" �� � „ #12 x 11/4" „ 1,_6„ 1,_6„ 1�_6 1 —6 1 PBA-10 I PBA-10 1'_g" 1'-6" 1'-6 1'-6 ETC. SELF DRILLING SCREW (S.D.S.) (FIELD CUT (FIELD CUT i I AND BEND T T T AND BEND T T AS REQ'D) AS REQ'D) T T r T T T T T GIRT GIRT ENDGIRWALLCD #12 x 11/4" S.D.S. (GA) (TYP) SIDEWALL PBA-10 SECTION 11 ENDWALL PBA-10 SECTION 2 PBA-10 TO BE INSTALLED BEFORE #12 x 3/4' S.T.S. APPLYING ROOF SHEETING. SEE ROOF (AT EACH HI —RIB OF RIDGE CAPS) #12-24x11�4' FRAMING PLAN FOR LOCATION. S.D.S. (GA) co c.3 #12 x 11/4' 1 w 1 PIECE PBA-10 LOCATED AT CENTER LINE ENDWALL (GA)(TYP) ENDWALL OF BAY(S) PLACED AT EAVE STRUT TO RAFTER RAFTER —� _� FIRST PURLIN W/ 10'-0" THRU 19'-0" BAYS. PBARUN PBA-10 TO EAVE FOR BAYS OVER 19'-0". (FIELDLD CUT to AND BEND AS REQ'D) PBA-10 (FIELD CUT to AND BEND F #12 x 11/4" S.D.S. AS REQ'D) #12 x 11/4' `o ENDWALL ENDWALL S.D.S. (GA) GIRT GIRT,K t t t 1 t t ENDWALL PBA-10 SECTION 3 ENDWALL PBA-10 SECTION 4 #12 x 3/4" S.T.S. ROOF & WALL PRIMARY FASTENER SPACING AT SHEETING ENDS, LAPS, 6" S.T.S. �_RIDGE CAP, EAVE STRUT SHEETING ANGLE, & BASE ANGLE. S.T.S. MIN. LAP S.D.S. NOTE: SELF DRILLING SCREW PATTERNS —� 4 NON -INSULATED BUILDINGS: MASTIC t t t t 1 t TAPE ___----- USE PATTERNSQA &© I ROOF SHEET ROOF SHEET INSULATED BUILDINGS: ROOF SHEET (SKYLIGHT) (SKYLIGHT) (SKYLIGHT) USE PATTERN A ONLY AT ALL �- FASTENERSPACING AT INTERMEDIATE GIRTS & PURLINS. ------ -- � FRAMING LINES. I (WHEN INSULATING BETWEEN THE SHEETING AND RED IRON) ROOF SHEET (SKYLIGHT) 2 4„ USE TAPE MASTIC AT ALL MORE THAN 4" OF INSULATION IS NOT RECOMMENDED PURLIN ROOF SEAMS AS SHOWN - BETWEEN THE RED IRON AND SHEETING. REMOVE PAPER BACKING. SHEETING TYPE/GAGE ROOF SHEETING END LAP 5 ROOF SHEETING SIDE LAP 6 ROOF SHEETING: 26 GA. HI —RIB WALL SHEETING: 26 GA. HI —RIB WALL I WALLS IGHT HEET GENERAL NOTES: +++11a�ss�d�s Q ( ) 1) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) �%,`��N •EE NrgO,,���, Q J I I GIRT 2) ALL DIMENSIONS AREso `O z _ _I 3) SOME DETAILS THAT ARE SHOWN MAY NOT : N 65 1 % ROCKFORD MANUFACTURING N I I APPLY TO YOUR BUILDING. REFER TO *; �'�UYER:JAC GENERAL CONTRACTOR DRAWN BY:ALG YOUR VERIFICATION FOR THE OPTIONS THAT 5/21/ 04 ARE INCLUDED. SATE OF ••� UST. TREASURE COAST TRACTOR CHECK BY:RPS S.T.S. I i : DESCR: 50.0 x 75.0 x 20.0 2.0:12 g/17/04 S.D.S. ���� • . ®R, Q P.G��, SITE : FORT PIERCE, FL DES. ENG.:RKJ ONA1.��% SCALE: NONE 8 19 04 WALL SHEETING END LAP 7 8 �`� I i� P.O. :R11290 SHEET NO. GD3 OF 3