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Home My WebLink About17-B-92696-A_0 Final - Certified-1HERITAGE BUILDING SYSTEMS Established 1979 --- METAL BUILDING MAN—TURERS ASSOCIATION ACCREDITED° AC 472 BUILDER/CONTRACTOR RESPONSIBILITIES Drawing Validity — These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min. yield, except flanges wider than 12" and thicker than 3/8", all flanges thicker than 1", and all webs thicker than 3/8" are 50 ksi min. yield. Rod X—bracing conforms to ASTM A529 or ASTM A572 with 50 ksi min. yield. Cable X—bracing conforms to ASTM A475 7 Strand Extra High —Strength grade. Hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with 50 ksi min. yield. Hot rolled angles, other than flange braces, conform to ASTM A36 minimum. Round and rectangular HSS conforms to ASTM A500 Grade B. Cold —formed steel secondary framing Members conform to ASTM A1011 or ASTM A653 Grade 55 with 55 ksi min. yield. The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and or any special inspections that may be required by the local building authority during erection (including inspection of the high strength bolts or field welds) as required during erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. Design is based upon the more severe loading of either the roof snow load or the roof live load. Loads, as noted, are given within order documents and are applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer declares or attests that the loads as designated are proper for the local provisions that may apply or for site specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an Architect and/or engineer of record for the overall construction project. This project is designed using manufacture's standard serviceability standards. Generally this means that all Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the stresses and deflections are within typical performance limits for normal occupancy and standard metal building manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product stated in the contract documents. specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) standard practice June 15 2016 Section 4.2.1, 4.4.1) must b d ' n d t withstand thef' d wind din for thed ' n f m n nt and dd'n in Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Builder is responsible for State, Federal and OSHA safety compliance — The Builder/Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector. (AISC Code of Standard Practice June 15 2016 Section 7.9.1, 7.10.3) Discrepancies — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice June 15 2016 Section 3.3) Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 12 Chapter 4 Section 3.2.2 and Appendix A3) [oil A MI Download panel installation manuals from: www.ncimanucls.com RI_Descargue los manuales de instoloci6n del panel desde: R. www.ncimanucls.com 1/2"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. 0 TO 9/16" 1 1/4" F.T. Over 9/16" TO 1 1/16" 1 3/4" F.T. Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2" Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED Rev. 11/24/2020 us e esi9 e o sped ie oa g o esi9 o co po e s c a g accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind velocity is reached. "The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require separate support members within the roof system." Using 5x5 eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 25 feet with the first downspout from both ends of the gutter run within 25 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 11.0 in/hr rainfall intensity. �- 2021-04-12 13:55:15 DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum defection criteria. The actual deflection may be less depending on actual load and actual member length. BUILDING DEFLECTION LIMITS...: Building A Roof Limits Rafters Purlins Panels Live L/ 180 180 60 Snow L/ 180 180 60 Serviceability Wind L/ 180 180 60 Total Gravity L/ 180 180 60 Total Uplift L/ N/A N/A 60 Frame Limits Sidesway Portal Frame Sidesway Live H/ 60 Snow H/ 60 Serviceability Wind H/ 60 Seismic Drift H/ 40 40 Service —Level Crane H/ 100 Total Gravity H/ 60 Portal Service Wind H/ N/A 60 Total Seismic H/ 50 50 Wall Limits Limit Total Wind Panels L/ 240 Total Wind Girts L/ 240 Total Wind EW Columns L/ 240 The Service Seismic limit as shown here is at service level loads. Ground Snow Load (Pg).................. 0.00 psf Snow Load Importance Factor (Is) 1.00 Snow Exposure Factor (Ce)............. 1.00 Thermal Factor (Ct)......................... 1.00 Flat Roof Snow Load (Pf)............... 0 psf Minimum Roof Snow Load (Pm)..... 0.00 psf Ultimate Wind Speed (Vult)............. 160 mph Nominal Wind Speed (Vosd)............ 124 mph (IBC Section 1 609.3.1) Serviceability Wind Speed ................. 87 mph Wind Exposure Category .................. C Internal Pressure Coefficient (GCpi) 0.18 / —0.18 Loads for components not provided by building manufacturer. Wall Edge Zones 54.15 psf pressure —72.06 psf suction Other Wall Zones 54.15 psf pressure —58.66 psf suction These values are the maximum values required based on a 10 square foot area. Components with larger areas may have lower wind loads. Zones per ASCE 7-10; FIG. 30.4-1 Zones pressures shown are Un—Factored ENGINEERING DESIGN CRITERIA Building Code ............................................... FBC 17 Building Risk Category ................................ II — Normal Roof Dead Load Superimposed .................................... 2.340 psf Collateral ........................................... 6 psf (Total) (0.00 psf Ceiling 6 psf Other) Roof Live Load......................20.00 psf Yes reduction Snow Wind Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code, Sixth Edition (2017). Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 913-72: FLORIDA APPROVAL FL11868.1 FL11917.5 PBR ROOF PANEL PBR WALL PANEL Building Descriptions Building ID Width(ft) I Length(ft) Height(ft)l Slope Building A 80 125 20 :12 ISSUE DATE DESCRIPTION BY CK'D DSN r 41, 1 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ �f ,,]I III l IIhA� IU]l_��II 2612 GRIBBLE STREET ■ NORTH LITTLE ROCK, AR 72114 1—800-643-5555 EsL, a5ed 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 1/17/21 N.T.S. 1 A 17-B-92696 IF Apr 12, SHEET NUMBER ISSUE Cl 0 Drawing Index Page Description Cl COVER SHEET Ft ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS F3 ANCHOR BOLT DETAILS E1 ROOF FRAMING PLAN E2 ROOF SHEETING PLAN E3 FRONT SIDEWALL E4 BACK SIDEWALL I E5 I LEFT ENDWALL E6 RIGHT ENDWALL E7—E8 FRAME CROSS SECTION DETI-19 STANDARD DETAILS R1—R3 INSTALLATION SHEETS DRAWING STATUS ❑ FOR APPROVAL These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. ❑ FOR CONSTRUCTION PERMIT These drawings, being for Permit, are by definition not final. Only drawings issued "For Erector Installation" can be considered as complete. X❑ FOR ERECTOR INSTALLATION Final drawings for construction. For questions or assistance Concerning Erection call or Email: 1—844-840-4603 Monday —Friday 7:30am to 5:00pm FI ELD.SERVICES@CORN ERSTON E—BB.COM ENGINEERING SEAL The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project. Drawing has been digitally signed. .•�tC E NSZ.- No 54510 .w 13 . 4 STATE OF W .�` . e�0NA1 _0;--'� STEM 1 1/2 FIN. FLOOR cn w / Qf O w z _ w CONCRETE NOTCH DETAIL 4" � v � 1 1 /2' co cq� j 2'-0 3/4' 0 I D I D � E D D I 0 o CD i .0 01 C CD � N 0 W 00 125'-0" OUT -TO -OUT OF STEEL x—bracing O] A —bracing �GGC �H 00 HC OLO 10 01B F C D D C B F 10 of - 00 HA A o0 H HA 00 U O N A o 0 H X O OHA 00 C O � r'J � - E r f° °l F A H o0 F 0 0HA o A o0 L_0j E E n I B C I D I D Z C I B Z 1G GC jG GC NOTE: ALL BASE PLATES @ 100.0' (U.N.) ASSUMED FINISH FLOOR @ 100.0' (U.N.) co J O Dia= 5/8" * Dia=1" Drawing has been digitally signed. ANCHOR BOLT PLAN MU�'''�,, AWIIII—AL XW*.- , _,ham+' �• �,� DATE DESCRIPTION BY CK'D DSN'•t` �j w dl i 2021 Apr 12, . 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ "I " 2612 GRIBBLE STREET No 5`}1 • i 11 NORTH LITTLE ROCK, AR 72114 1, ��«.,OCL.I_liP��liC�ir 1-800-643-5555 • * •' 1979 PROJECT: TODD THOMPSON ,•'� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• '��` LOCATION: FORT PIERCE, FL,34946 �I4•'•••••'r• CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I �QA'��; 1/17/21 N.T.S. 1 A 17—B-92696 F1 0 xpires 02-28-2023 BUILDING BRACING REACTIONS Reactions in plane of wall f Reactiorl Panel -Shear -Wall - Col -Wind - (lb/ft) Loc Line Line Harz Vert Wind Seis LEW 1 G,E Bracing, see EW reactions F_SW A 1,2 13.3 5,6 3.3 R_EW 6 D,F Bracing, see EW reactions B_SW J 6,5 13.3 2,1 3.3 *See RE reactions table for vertical and horizontal reactions In plane of the rigid frame. DATE I DESCRIPTION 1/17/21 1 FOR ERECTOR INSTALLATION ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Firm Col Anc._Bolt Base Plate (in) Grout Line Line City Dia Width Length Thick (in) 1 J 4 0.625 6.000 10.00 0.375 0.0 1 4 0.625 6.000 10.00 0.375 0.0 1 G 4 0.625 6.000 10.00 0.375 0.0 1 E 4 0.625 6,000 10.00 0.375 0.0 1 C 4 0.625 6.000 10.00 0.375 0.0 1 A 4 0.625 6.000 10.00 0.375 0.0 6 A 4 0.625 6.000 10.00 0.375 0.0 6 B 4 0.625 6.000 10.00 0.375 0.0 6 D 4 0.625 6.000 10.00 0.375 0.0 6 F 4 0.625 6.000 10.00 0.375 0.0 6 H 4 0.625 6.000 10.00 0.375 0.0 6 J 4 0.625 6.000 10.00 0.375 0.0 BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA: WIDTH (Fi) = 80 LENGTH (FT) = 125 EAVE HEIGHT (FT) = 20 / 20 ROOF SLOPE ((rise/12) = 1.0:12 / 1.0:12 DEAD LOAD psf) = 2.340 COLLATERAL LOAD (psf) = 6 (Total) (0.00 psf Ceiling 6 psf Other) ROOF LIVE LOAD (psf) = 20.00 Yes reduction FRAME LIVE LOAD (psf) = 12 ROOF SNOW LOAD (psf) = 0 GROUND SNOW LOAD (psf) = 0.00 WIND SPEED (MPH) = 160 WIND CODE = FBC 17 EXPOSURE = C CLOSED/OPEN = Closed IMPORTANCE - WIND = 1.00 Nominal Wind Speed (Vosd) = 124 mph (IBC Section 1609.3.1) Serviceability Wind Speed = 87 mph REACTION KEY: WIND Left/Right 1 = (with +GCpi Internal Pressure) WIND Left/Right 2 (with -GCpi Internal Pressure) Wind -Long 1 = Wind Load Case B at Left EW Wind -Long 2 = Wind Load Case B at Right EW MIN -SNOW = Minimum Snow (Pm) per code EUNB_SL_L = Endwall Unbalanced Snow Left E UNB_SL_R = Endwall Unbalanced Snow Right F UNB_SL_L = Rigid Frame Unbalanced Snow Left F UNB_SL_R = Rigid Frame Unbalanced Snow Right GENERAL NOTES 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. 3. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER OF FORCES TO THE FOUNDATION. THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 6. ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS NOTED OTHERWISE. FRAME LINES: 2 3 4 5 M H H fy fy RIGID FRAME: ANCHOR BOLTS & BASE PLATES Fran Col Anc._Bolt Base (in) Grout Line Line City Do Width -Plate Length Thick (in) 2* J 4 1.000 8.000 13.00 0.625 0.0 2* A 4 1.000 8.000 13.00 0.625 0.0 2* Frame lines: 2 5 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in) Grout Line Line City Dia Width Length Thick (in) 3* J 4 1.000 8.000 11.00 0.625 0.0 3* A 4 1.000 8.000 11.00 0.625 0.0 3* Frame lines: 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----Collateral- ----- Live ------ Wind -Left 1--Wind_Rightl- --Wind-Left2- Line Line Honz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* J 2.3 3.9 4.3 6.0 8.5 12.0 -34.8 -45.7 -17.0 -32.0 -26.6 -27.6 2* A -2.3 3.9 -4.3 6.0 -8.5 12.0 17.0 -32.0 34.8 -45.7 8.8 -13.9 3* J 2.3 3.9 4.3 6.0 8.5 12.0 -31.5 -41.5 -15.5 -29.6 -23.3 -23.5 3* A -2.3 3.9 -4.3 6.0 -8.5 12.0 15.5 -29.6 31.5 -41.5 7.3 -11.5 Frame Column -Wind_Right2- --Wind_Longl- --Wind_Long2- Line Line Horiz Vert Horiz Vert Horiz Vert 2* J -8.8 -13.9 -18.5 -52.7 -20.1 -44.1 2* A 26.6 -27.6 20.1 -44.1 18.5 -52.8 3* J -7.3 -11.5 -16.6 -39.4 -17.9 -31.8 3* A 23.3 -23.5 17.9 -31.8 16.6 -39.4 2* Frame lines: 2 5 3* Frame lines: 3 4 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Firm Col Dead Collat Live Wind_Leftl Wind_Rightl Wind_Left2 Wind_Right2 Wind -Press Line Line Vert Vert Vert Horz Vert Horz Vert Harz Vert Harz Vert Harz Vert 1 J 0.5 0.5 1.5 0.0 -4.5 0.0 -3.0 0.0 -2.9 0.0 -1.4 0.0 -9.5 1 1 0.9 1.2 4.1 0.0 -12.4 0.0 -7.2 0.0 -8.6 0.0 -3.5 -5.0 0.0 1 G 0.8 1.1 3.5 -5.2 -18.6 0.0 2.2 -5.2 -15.5 0.0 5.2 -6.1 0.0 1 E 0.9 1.2 4.1 0.0 -0.2 5.2 -18.8 0.0 3.1 5.2 -15.5 -7.2 0.0 1 C 1.0 1.5 5.1 0.0 -8.8 0.0 -15.7 0.0 -4.1 0.0 -110 -6.5 0.0 1 A 0.5 0.6 1.9 -7.1 -3.6 8.1 -5.4 -7.1 -1.7 8.1 -3.5 0.0 -9.6 6 A 0.5 1.5 1.7 0.0 -4.9 0.0 -3.3 0.0 -3.2 0.0 -1.5 0.0 -9.6 6 B 1.1 1.3 4.5 0.0 -13.6 0.0 -7.7 0.0 -9.5 0.0 -3.6 -6.7 0.0 6 D 1.0 1.2 4.0 -5.2 -18.5 0.0 -0.1 -5.2 -15.1 0.0 3.2 -7.3 0.0 6 F 1.0 1.2 4.0 0.0 -0.1 5.2 -18.5 0.0 3.2 5.2 -15.1 -7.3 0.0 6 H 1.1 1.3 4.5 0.0 -7.7 0.0 -13.6 0.0 -3.6 0.0 -9.5 -6.7 0.0 6 J 0.5 0.5 1.7 0.0 -3 .3 0.0 -4.9 0.0 -1.5 0.0 -3.2 0.0 -9.5 Fmi Col Wind_Suct Wind_Longl Wind_Long2 Line Line Horz Vert Harz Vert Horz Vert 1 J 0.0 9.5 OLD -4.7 0.0 -2.7 1 1 6.0 0.0 0.0 -12.4 0.0 -7.2 1 G 6.9 0.0 0.0 -9.2 -1.1 -7.4 1 E 8.1 0.0 1.1 -9.6 0.0 -9.4 1 C 7.6 0.0 0.0 -8.8 0.0 -15.7 1 A 0.0 9.6 0.0 -3.3 0.0 -5.6 6 A 0.0 9.6 0.0 -5.1 0.0 -2.9 6 B 7.4 0.0 0.0 -13.6 0.0 -7.7 6 D 8.1 0.0 0.0 -10.0 -1.1 -8.7 6 F 8.1 0.0 1.1 -8.7 0.0 -10.0 6 H 7.4 0.0 0.0 -7.7 0.0 -13.6 6 J 0.0 9.5 0.0 -2.9 0.0 -5.1 ANCHOR BOLT SUMMARY Dia Proj Qty Locate (in) Type (in) O 28 Jamb 5/8" F1554 2.00 O 48 Endwall 5/8" F1554 2.00 0 32 Frame 1" F1554 3.00 1 BY CK'D DSN 1 1 •I . .]I 1 r d + ,II iIC,I� l - IL Jh[I I�u.JI. _NIL A1.'9��ul' Apt 2, 2�21 2612 GRIBBLE STREET NORTH LITTLE ROCK, TR 72114 :• i RVL MDN A$J 14b67ished IM 1 -800-643-5555 •" PROJECT: TODD THOMPSON i CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 �I>' CAD DATE 1/17/21 SCALE N.T.S. PHASE 1 BUILDING A ID JOB NUMBER 17-13-92696 SHEET NUMBER F2 ISSUE 0 Drawing has been digitally signed. ZMU,,,,,,, _ .!`.flu.,•. `�i_�I No 54910 M s STATE OF ;�4U / BONA' t' 1-- , Dia- 5/8" Diu—, 5/8 o N a \_ O O � N W DETAIL A Dia= 5/8" a 11 DETAIL B Dia= 1" 0 a <n � N DETAIL E Dia= 5/8" - T- OO 3" •, OO v 21/2„ 1 /2' 1 1 /2„ 8 1 /4" SW 11 1/2„ 4" T 4„ _ T _ 4„ SW See Plan DETAIL C Dia= 1" T 4" 4„ SW See Plan DETAIL D 1 3/4 Framed Opening Width 1 3/4 Equal ar Equal \ N + Steel Line + Ramp (If Required) ARDia Framed Opening AR Layout 5/8° DETAIL r Dia= 5/8" .3 1 2" F O 0 O 3" I IL J SW 1 3/4" See Plan DETAIL G Dia= 5/8" 3 1 2" F O O 3„ L J SW 1 3/4" See Plan DETAIL H DATE DESCRIPTION BY I CK'D DSN lj rr +f ��l 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE ""�LJLr Il JI�h..lLl._jl' EdbAdd 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Apr 12, 2021 2612 GRIBBLE STREET •• NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 w � r OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 F3 0 Drawing has been digitally signed. ♦tit tMUt,,,,,, No 54910 • r STATE OF : Etlz '��on►AiE�.�'� tl�tttiti11t3��, ** = SAME FLANGE Large Flange �- - - -- -- Triangle Punch -- Points In Direction ** Of Large Flange i WUI I N N U W _ W O U CD Of00 C W O O Of Gr U W E W N U W I d PURLIN LAP Zee Lap Triangle Punch * [(Typical) Points In Direction A Of Large Flange -i- � -1 =L� Tz Large Flong� C4—�Frame I C—CFrome F-� ` '\ RF1-1 1 /4" t } �~ The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near + the connection holes, that will point to the large leg of the member. Section A 125'-0" OUT —TO —OUT OF STEEL E-2 RF2-1 E-2 RF2-1 E-2 2 RF1-1 E-1 2 ER-9 P-8 P-2 T P-3 T 1 RF2-2 0:1P-9 P-4 T P-1 T P-5 T P-9 P-8 c2 ER-1 ER-8 �N CB G0' 7s x6 ER-7 CB-17 B-17 °j CB G� 9 1 P-6 RF1-2 RF2-2 RF1-2 ER-10 C /'0 ER-2 CB-1, CB-11 P-4 Typ Cg,12 CB,12 RF1-3 G0-X� Ce X3 P-7 9 P-2 Typ RF2-3 1❑ P-5 Typ ER-3 P-3 TYp P-1 TYp 03 �g,18 CB �8 ER-6 ER-11 RF2-3 RF1-3 9 z ER-4 2 ER-5 P-9 P-8 P-9 ER-12 GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. L—I � Kfl-1 L—Z � KrZ-1 L—Z Kf2-1 L- 2'-5 33 4 1'-5 3/+ 2'-5 3/4" 1'-5 3/4" 1'-5 3/4" ROOF FRAMING PLAN ISSUE DATE I DESCRIPTION 0 1/17/21 1 FOR ERECTOR INSTALLATION d Krl—I 2'-5 33 4 2'-5 3/4" BY CK'D DSN RVL MDN ASJ P-8 E-3 W A z - I P-2 I V/ -L L 1OX25Z14 -- J I/ L 28'-11 1/2" P-3 1OX25Z14 27'-11 1/2" P-4 1OX25Z14 28'-11 P-5 10X25Z12 /2" 27'-5 1 2" P-6 10X25Z13 28'-11 1/2" P-7 10X25Z13 28'-11 11111111 2" P-8 1OX35Z13 25'-3 1 2" P-9 1OX35Z13 25-3 1/2" E-1 10ES1L14 24'-11 1/2 E-2 10ES1L14 24'-11 1/2 E-3 10ES1L14 24'-11 1/2 CB-9 5/8" DIA. ROD 30'-1" CB-10 1/2 DIA. ROD 30'-7" CB— 11 1/2 DIA. ROD 25'-11" CB-12 1/2 DIA. ROD 26-11" CB-13 1/2 DIA. ROD 28'-5" CB-14 5/8 DIA. ROD 29'-7" CB— 15 5/8 DIA. ROD 29'-10" CB— 16 1/2 DIA. ROD 30'-4" CB— 17 1/2 DIA. ROD 25'-8" CB-18 1/2" DIA. ROD 26'-8" rR_1a 1 /?" my ann ?R'_T Drawing has been digitally signed. NlU�,`,r Apr 12, 2021 : '='_��C� Ott -� 2612 GRIBBLE STREET = • �O �4� 0 •`• i NORTH LITTLE ROCK, AR 72114 .. 'A' ;• 1—800-643-5555 .• * •' rev PROJECT: TODD THOMPSON •'� STATE OF 4U CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• '#�� LOCATION: FORT PIERCE, FL,34946 �I� •'•••••'r• `0: CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I #t,1,1 ; 1/17/21 N.T.S. 1 A 17—B-92696 E1 D Expires 02-28-2023 co I GPR23 DET-1 I N O U o cc °O I 0 0 Lf co F5 GPR23( _ DET-1 o c� o� C cn 0 TTTT 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" WPR02001/ ID WPR04003/ ID WPR04004/D DET-10 DET-12 @4 CORNER ' 7 I )20/ _ I 3 I I V I GIR04 DT- 15 WPR05002/ DET-10 I o I I GPR05001/ @ BOTH END :-B GP 060 3/ -�--' DE -9 I I 20/ i I I <111 GP p 04015/ -g WPR05002/ DET-10 v I o T N L -- t I I al WPR02001/ al WPR04003/ 1'-0" PANEL WILL BE FIELD CUT FOR PARAPET FROM STEEL LINE GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. uCI — IV ROOF SHEETING PLAN PANELS: 26 Gauge PER - Galvalume ISSUE I DATE DESCRIPTION BY CK'D DSN 0 1 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ ULI — IL Z—(I Panel Start PBR ROOF SHEETING NOTE: PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED. T-11 3 )ET-10 WALLS 0 Drawing has been digitally signed. k-E l Apr 12,2021 1 No 54910 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 1-800-643-5555 * �" STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t 9 P, •N�� LOCACADN: FORT DATE PIERCE, FL,34946 SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II�Q�Ai 1/17/21 N.T.S. 1 A 17-B-92696 E2 D xpires 02-28-2023 1979 PROJECT: TODD THOMPSON 0 0 0 0 o 0 0 PWO3001/ DET-11 0 co GIRT LAPS �I 2 3 4 5 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" p3 E-1 J4 E-2 E-2 E-2 E-3 I14 F 5 G-34 G-39 G-39 G-39 G-47 FB .5 F626.5 G-35 G-38 G-39 G-38 F826.5 G-46 I I F:267 G-34 G-37 La M3 G-41 G-43 G-46 F826.5 77 H2 DH 1 DH 1 0 9 G-33 G-36 K3 G-40 G-42 G-4 G0 G-45 6 BC08-1 Es — — — — — — — — — — — — — — — — — — — — z — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — I I C I C C I I EC-5 RF1-1 R,72-1 I 20'-8" 3' 4" RF2-1 RF1-1 18'-8" 2'-5 3 4" 2'-5 3 4" 2'-5 3 4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" SIDEWALL FRAMING: FRAME LINE A Y Y Y (Gutter with 5 downspouts) 790F,F,-R �7Kn-R 2'-5 3 4" 2'-5 3/4" F7R1—RR F761—RI EC-6 GUTTER EXPANSION Y F643—B,F635—B F761—BR F760—BR I I I I 481 F481 N N I NOTE:— ALL I ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 DOWNSPOUT SPACING LOCATIONS DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 25 FT. WITH A DOWNSPOUT WITHIN 25 FT. OF EACH END OF THE GUTTER RUN. GUTTER STRAPS TO BE 2'-0" ON CENTER. GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Gauge PER — Polar White DATE I DESCRIPTION BY 1/17/21 1 FOR ERECTOR INSTALLATION RVL III PW02106/ DET-5 DSJ I[ ]L.JI_.Il r.l["�IILJL'r' I� ._Ir EdbAdd 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. 1'-0" PANEL LAP UJ-J DJ UILJI.IY 8f25C16 U-V 8'-0" DH-1 8f25C16 3'-4" E-1 1OES1L14 24'-11 1/2" E-2 1OES1L14 24'-11 1/2" E-3 1OES1L14 24'-11 1 G-33 8X35Z12 27'-5 1 2" G-34 8X25Z13 27'-5 1/2" G-35 8X25Z12 27'-5 1/2" G-36 8X35Z12 22'-11" G-37 8X25Z14 29'-11 1/2" G-38 8X25Z14 29'-11 1/2 G-39 8X25Z16 29'-11 1/2" G-40 8X35Z12 28'-3" G-41 8X25Z16 29'-11 1/2" G-42 8X35Z12 20'-11' G-43 8X25Z13 29'-11 1/2" G-44 8X35Z12 5'-3" G-45 8X35Z12 27'-5 1/2" G-46 8X25Z12 27'-5 1/2 G-47 8X25Z13 27'-5 1/2 CB-6 3/4" DIA. ROD 31'-2' CB-7 3/4" DIA. ROD 30'-11" FLANGE BRACE TABLE FRAME LINE A 17ID I PART LENGTH FB26.5 I L2X2X14G 1 2'-2 1/2" A!fA-r Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r ; OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-13-92696 E3 0 Drawing has been digitally signed. ♦1IEm, No 54910 r STATE OF : "�EtlZ &/ONAI-fEt%o'� tl�tt t i t 111't3��, 6 125'-0" OUT -TO -OUT OF STEEL 1 5 4 3 2 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" a E-1 4 E-2 E-2 E-2 E-3 z3 o L8 F 5 G-34 G-49 G-39 G-38 G-47 FB CD F626.5 G-35 G-48 M3 G-52 G-38 G-38 G-46 F626.5 0 o DH-3 CD F626.5 G-35 G-48 G-51 G-53 G-55 G-56 F626.5 N K3 C 0 C w D w DH 1 ZC� X-6 G-35 G-48 G-50 G-54 G-38 G-47 I03 ----BC08-1--------- — — — ES o 0 — — — — — — — — — — — — — — — — I EC-6 GIRT LAPS 2'-5 3 4" 2'-5 3/4" in E I E E I I RF2-1 RF2-1 RF1-1 12'-0" 4'-0' 3'-0" 3'-4" 18'-8" 2'-5 3 4' 2'-5 3 4' 2'-5 3 4' 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" SIDEWALL FRAMING: FRAME LINE J I I I (Gutter with 5 downspouts) F?aF,F,-R �7rA-R Ill F761-BR F761-BL GUTTER EXPANSION F643-B, F635-B I EC-1 61-BR 30-BR I INVIC— HLL rDJ VN KVVr aWALL WIVNLLILU Wllrl I F'AINLLJ: Lb uouge h'IJN — F'oicr vvnite E {i iI ' DOWNSPOUT SPACING LOCATIONS DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 25 FT. WITH A DOWNSPOUT WITHIN 25 FT. OF EACH END OF THE GUTTER RUN. GUTTER STRAPS TO BE 2'-0" ON CENTER. GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. DATE DESCRIPTION BY I CK'D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJEdbAdd I II[[.�OICI[.I�k[C�[IIGI� ;I='�'91''°Ci']If"1=i1[�oilf?16 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. 1/ UJ-U DJ-8 UI LJU. U 8f35C12 U -V 16'-0" DH-1 8f25C16 3'-4" DH-3 8f35C12 12'-0" E-1 1OES1L14 24'-11 1/2" E-2 10ES1L14 24'-11 1/2" E-3 10ES1L14 24'-11 G-34 8X25Z13 27'-5 /2" 1 2" G-35 8X25Z12 27'-5 1/2" G-38 8X25Z14 29'-11 1/2" G-39 8X25Z16 29'-11 1 G-46 8X25Z12 27'-5 1 2" G-47 8X25Z13 27'-5 1/2" G-48 8X25Z14 11'-2" G-49 8X25Z14 29'-11 1/2" G-50 8X25Z16 6'-5 1/2" G-51 8X35Z14 6'-2' G-52 8X25Z14 6'-2" G-53 8X35Z14 29'-11 1/2" G-54 8X25Z16 20'-11' G-55 8X35Z14 29'-11 G-56 8X35Z13 27'-5 Y2" 1 2" CB-6 3/4" DIA. ROD 31'-2" CB-7 3/4" DIA. ROD 30'-11 FLANGE BRACE TABLE FRAME LINE J 7 ID I PART I LENGTH FB26.5 I L2X2X14G 1 2'-2 1/2" Drawing has been digitally signed. `tit tititll�t if E N�c� Apr 12, 2021 2612 GRIBBLE STREET No 54910 ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF �Ett` OWNER: TODD THOMPSON R t P• '�� j •......•r 0: PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I jll' 1 A 17—B-92696 E4 D xpires 02-28-2023 11" 14'-8" 14'-8" 12 EI10 161 G-5 ®® G-8 G-7 co 2'-4" EI ERI1G-3 W3 3'-5 1/2' 3'-4" 3'-0" G-3 G-7 0' G-3 G-7 cc"I o1 01 1❑ 2 on L7 G-2 G-7 0 00� I o E3 1 80'-0" OUT -TO -OUT OF STEEL 14'-8" 18'-0" 18'-0" ER-2 EI3 ERI-11 ® G-8 ®® G-15 ®11 G-23 0© G-7 F12 G-14 ER-4 � 4'-6 1/2'*-7 4'-1 1/2" I I R-12 A7 —— G-22 aNTI —1 r . r z G-Z ILL r �n U—y U—IL r,-7 G-11 M3 Q_ DS-1� C6 -6 � G-7 BC10-1 G-7 c G�� G-10oDS-2 �1 G-1 G- — 00 L8 G-19 j 1❑2❑ J13-1 JB-1 177 G-18 K. I 7 U 2 17 �— o0 o ES o H7 C I I I 7 C I 7 C H EG-1 EC-2 EC-3 EC-4 EC_2 EC-5 N 6'-0" 5'-11" 4'-O" 9'-0" 5'-0" 12'-0" 3'-9' ENDWALL_ FRAMING: FRAME LINE 1 (V \ ^ \ N CV N N \ \ \ \ \ \ \ \ \ \ \ \ \ \ N N N N \ \ \ 10 \ \ F852 1'-O" PANEL LAP F852 GPR07004/ GPR07004/ ID DET-12 PARAPET BACK SHEETING & TRIM: LINE 1 dl DET-12 PANELS: 26 Gauge PBR - Polar White 12 IID GD 15001 / F355331-L DET-12 F3530 F3531-R 0 GPR23028/ M DET-7 co F982 N NF481 co 00 00 � m O L- F848 F982 DETAIL-B GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 1"1 12 GPR23028/ DET-7 0 0 oo '-0" PANEL LAP �/iIVCLJ. LU UUUyC rD5 — TUIUI VVIIIIC - [B]PANELS: 26 Gauge PBR - GoIValume ISSUE I DATE I DESCRIPTION BY CK'D DSN 0 1/11/21 1 FOR ERECTOR INSTALLATION RVL MDN ASJ BEARING FRAME ONLY! BOLT TABLE WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE 1 LOCATION OU TYPE DIA LENGTH RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. ER-1 ER-9 4 4 A325 1 2 1 1/4" WASHER NOT NEEDED ON CLIP SIDE. ER-1 ER-2/ER-3 8 8 A325 A325 5/8 5/8 1 3/4" 1 3/4" ER-3/ER-11 8 A325 5/8" 1 3/4" ER-11/ER-4 8 A325 5/8" 1 3/4" ER-4/ER-12 8 A325 5/8" 1 3/4" FRAME LINE 1 EC-2 W10X12 24'-4" EC-3 W10X12 24'-4" EC-4 W10X12 24'-4" EC-5 W10X12 24'-4" ER-1 W8X10 13'-3" ER-2 W8X10 10'-9" ER-3 W8X10 4'-0 3/4" ER-4 W8X10 16'-7 1/8 ER-9 W8X10 8 7/8" ER-10 W8X10 14;-9 1/1�" ER-11 W8X10 18-1 ER-12 W8X10 ,1/4 8 7/8' DJ-1 10f25C14 8'-00' DJ-2 10 25C14 8'-0" DJ-3 1Of35C12 8'-0" DJ-4 1Of35C12 8'-0" JB-1 10f35C12 4'-0" DS-1 IOf25C14 6'-0" DS-2 IOf25C14 9'-0" G-1 10X25Z14 11 7/8" G-2 10X25C14 12'-9 5/8" G-3 10X25Z14 12'-9 5 8" G-4 10X25Z14 4'-3 1 2" G-5 10X25C14 14'-7 G-6 10X25Z14 y8" 5'-4 1 4" G-7 10X25Z14 14'-0" G-8 10X25C14 14'-7 5/16" G-9 10X35Z13 14'-0' G-10 10X25Z14 3'-5 1/4" G-11 10X25C14 7'-4" G-12 1OX25Z13 17'-4" G-13 10X35Z14 17'-4" G-14 10X25Z14 17'-4" G-15 10X25C14 17'-11 5/16" G-16 10X25Z14 4'-5 1/4" G-17 10X25Z14 1'-7 1/4" G-18 10X35C14 6'-1 5/8 G-19 1OX25Z13 16'-1 5/8" G-20 10X35Z14 16'-1 5 8" G-21 10X25Z14 7'-7 1 2" G-22 10X25Z14 16'-1 5/8" G-23 10X25C14 17'-11 G-24 10X25Z14 y8" 1'-10 7 8" CB-1 1/2" DIA. ROD 19'-0" CB-2 1/2 DIA. ROD 17'-6" CB-3 1 /2 DIA. ROD 17'-3" FLANGE BRACE TABLE NOTE:- ALL FB'S ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 FRAME LINE 1 0 ID I PART LENGTH F1326.3 I L2X2X14G 1 2'-2 1 NOTE:- FIELD SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN DET4 J,'�L,OICIL.I-IiP1�llC�ir :I''�'91J;G)']�1J!.�III�:".lu 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .� i r t r OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17—B-92696 E5 0 2 PC22-1 3 PC89—L 4 SC180 rawi6g "606 (IIgillaliy signed. 6 SC18OX—R 11110213 s No 54910 • r STATE OF : 4u. .c j O R t O �,• �`�y,�� '��on►AiE�.�'� tl�tt t i t 111't3��, 80'-0" OUT -TO -OUT OF STEEL B D F H 16'-0" 16'-0" 16'-0" 16'-0" 12 RA1-1 F9 ER-6 F1 z A7 ER-7 ER-5 CDEIS 16'-0" RA1-1 ER - 8 eza m nNn C15 M3 G-28 G-27 ANTI G-32 DH-2 I� G-26 -29 DS-3 ^ G-30 G-32 G-32 G-26 5 Cgs I� G-25 G-28 G-31 G-27 G-25 G-25 = cc G-27 G-27 G-27 G-25 D17 C6 � CB �0 D17 I� G-25 G-27 G-27 G-27 G-25 BC08-1 H I I I I H 21 2j 2j BEARING FRAME ONLY! BOLT TABLE WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE LOCATION RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. Column WASHER NOT NEEDED ON CLIP SIDE. ER— ER-5/ER-6 ER-6/ER-7 ER-7/ER-8 12 Int—Column 8 A325 5/8" 1 3/4" 8 A325 5/8 1 3/4 8 A325 5/8 EC-7 W10X12 19'-6 9/16" EC-8 W10X12 20'-10 9 16" EC-9 W1OX12 19'-6 9 16" ER-5 W10X17 19'-8 3/16" ER-6 W10X17 19'-0 1/8 ER-7 W10X17 19'-0 1/8 ER-8 W10X17 19'-8 3/16" DJ-7 8f25C16 7'-0" DH-2 8f25C16 4'-0" DS-3 8f25C16 4'-0" G-25 8X25Z14 14'-1 5/8" G-26 8X35Z14 14'-1 5/8" G-27 8X25Z14 15-4' G-28 8X35Z14 15'-4" G-29 8X25Z16 1'-5 1/4" G-30 8X25Z16 9'-5 1/4" G-31 8X35Z12 15'-4" G-32 8X25Z16 15'-4" CB-4 1/2" DIA. ROD 20;-1" Ec-6 EC -/ EC-8 EC-8 EC-9 EC-6 o FLANGE BRACE TABLE N 4'-0" 10'-0" FRAME LINE 6 17ID MARKI PART LENGTH 1 FB26.5 I L2X2X14G 2'-2 1/2" ENDWALL FRAMING: FRAME LINE 6 2 F137-1 1 L2.5X2.5X3/16" 2'-2 1/2" n Y n Y Y Y n Y n Y 12 F1 60-B 12 F7 LNUWALL JHLLIIN(j & NW'. rKAML LINK b PANELS: 26 Gauge PBR - Polar White ISSUE DATE I DESCRIPTION 0 1/17/21 1 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 0 PW02106/ DET-5 NOTE:- FIELD SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN DET4 BY CK RVLEdbAdd J,'�L,CIICIL.I�IiP1�llC�ir :I''�'91J;G)']�1J!.�ol�:".lu 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. 2 IPC22-1 NOTE:- ALL FB'S ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 Drawing has been digitally signed. titifit Ae�AL UG • r . if � X-. G E N�c� ��'�" Apr 12, 2021� No 54910 2612 GRIBBLE STREET ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF OWNER: TODD THOMPSON �r'� ' :� j O R t O P• '�� j •......•r 0: PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II"Q111 �A' `��,' 1 A 17-B-92696 E6 D =xpires 02-28-2023 SPLICE PLATE & BOLT TABLE MEMBER TABLE 0tY Mark Web De th Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length Start End Thick Len th W x Thk x Len th W x Thk x Length SP-1 4 4 2 A325 7/8" 2 3/4" 8;; 3/4" 3'-6" RF1-1 12.0 25.6 25.6/34.0 0.250 0.313 120.0 112.3 6 x 5 16 x 229.5 6 x 5/16" x 42.7 6 x 1 4 x 120.7 6 x 5/16" x 74.8 SP-2 4 4 0 A325 3/4 2' 6 1/2 2-0 7/8" RF1-2 34.0/24.9 0.250 79.8 6 x 5/16 x 76.9 6 x 5/16 x 80.3 24.9/18.0 0.185 60.0 6 x 1/4" x 240.0 6 x 1/4" x 60.4 STIFFENER TABLE 18.0/18.0 0.156 240.0 6 x 5/16" x 120.0 6 x 1/4" x 240.0 Stiff Plate Size 18.0/18.0 0.156 60.0 6 x 1/4" x 58.5 Mark Mark Width Thick Length FLANGE BRACES: FBxx (1 or 2) RF1-3 18.0/18.0 0.156 60.0 6 x 5/16" x 120.0 6 x 1/4" x 58.5 xx-length(in) 18.0/18.0 0.156 240.0 6 x 1/4 x 240.0 6 x 1/4 x 240.0 RF1-1 ST1 4" 1/4" 34" (1) One Side; (2) Two Sides 18.0/24.9 0.185 60.0 6 x 5/16" x 76.9 6 x 1/4" x 60.4 FB6 - L2X2X1/8" F52 B 24.9 34.0 0.250 79.8 6 x 5 16" x 80.3 BASE PLATE TABLE A - L2X2X14G CONNECTION Col Plate Size Mark Width BP-1 8" Thick Length 5/8" 1'-1" 17'-7" 4 17'- 7" m3CL 22'-1 3 4„ a�4 22-1 3 4" 26 Gauge PBR, Galvalume 1111'6"4 �= 41 40'-11 40' 1 11/16" Q1" 12 ST1 I � P-1 8 1 /4" FB6-2(1) FB29.3A(1) FB6-4(1) FB6-3(1) �m - �m - - T a_ N FB6-1(1) o F136I1 ©)I I F©6I 1(1) FB6-1(1) FB29.3A(1) F629.3A(1) z NOTE:- ALL FB'S ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 Q �J GENERAL NOTES: 1. BOLT TIGHTENING - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. PRE -TENSIONING METHODS, INCLUDING TURN -OF -NUT, CALIBRATED WRENCH, TWIST -OFF -TYPE TENSION -CONTROL BOLTS OR DIRECT -TENSION -INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. N a RIGID FRAME ELEVATION: FRAME LINE 2 5 DATE DESCRIPTION BY CK'D DSN 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ -3 12 --FB29�A(1) FB6-2 1 ®�) FB6-3(1) FB6-4(1) U3 m`�1 'I T :IE-311: l:'�I�'� If:'��i'i��.]I:.-1[�',1�,"Q��i1►��C::��:I::��; J,'�L,OICIL.I-IiP1�IlC�ir :I''�'91J;G)']�1J!.�ol�:".lu 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. -10 5/8'_1_ -L 1/4" -ling has been digitally signed. tAl III11 � Apr 12, 2021 -r No 54910 2612 GRIBBLE STREET ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF 4U OWNER: TODD THOMPSON �r'%, ' :� j O R t O P• '��% �j •......•r 0: PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1 A 17-B-92696 E7 0 Fxpires 02-28-2023 SPLICE PLATE & BOLT TABLE MEMBER TABLE Qty Mark Web De th Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length Start/2End Thick Len th W x Thk x Len th W x Thk x Length SP-1 4 4 2 A325 7/8" 2 3/4" 8;; 3/4" 3'-6" RF2-1 10.0 24.8 24.8/34.0 0.250 0.313 120.0 112.3 6 x 5 16 x 229.5 6 x 5/16" x 42.7 6 x 1 4 x 120.9 6 x 5/16" x 74.8 SP-2 4 4 0 A325 3/4 2' 6 1/2 2-0 7/8" RF2-2 34.0/24.9 0.250 79.8 6 x 5/16 x 76.9 6 x 5/16 x 80.3 24.9/18.0 0.185 60.0 6 x 1/4" x 240.0 6 x 1/4" x 60.4 STIFFENER TABLE 18.0/18.0 0.156 240.0 6 x 5/16" x 120.0 6 x 1/4" x 240.0 Stiff Plate Size 18.0/18.0 0.156 60.0 6 x 1/4" x 58.5 Mark Mark Width Thick Length RF2-3 18.0/18.0 0.156 60.0 6 x 5/16" x 120.0 6 x 1/4" x 58.5 OFLANGE BRACES: FBxx (1 or 2) 18.0/18.0 0.156 240.0 6 x 1/4 x 240.0 6 x 1/4 x 240.0 RF2-1 ST1 4' 4" 1/4" 34" xx=length(in) 18.0/24.9 0.185 60.0 6 x 5/16" x 76.9 6 x 1/4" x 60.4 (1) One Side; (2) Two Sides 24.9 34.0 0.250 79.8 6 x 5 16" x 80.3 BASE PLATE TABLE FB6 - L2X2X1/8" �2 CONNECTION Col Plate Size A - L2X2X14G Mark Width BP-1 8" Thick Length 5/8" 11" 17'-7" 4 17'- 7" m3CL 22'-1 3 4„ a�4 22-1 3 4" 26 Gauge PBR, Galvalume 1111'6"4 �_ 4i 40'-11 40' 1 11/16" Q1" 12 FB6-4(1) FB6-3(1) FB6-20) FB29.3A(1) 'Wm _ _ �m T a_ N FB6-10© o FB29.5>�© F©29-5 (1) o FB6-1(1 FB29.3A(1) - - - - - ©) F629.3A(1) --�m r Z� f GENERAL NOTES: NOTES: 1. BOLT TIGHTENING - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. PRE -TENSIONING METHODS, INCLUDING TURN -OF -NUT, CALIBRATED WRENCH, TWIST -OFF -TYPE TENSION -CONTROL BOLTS OR DIRECT -TENSION -INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. N a RIGID FRAME ELEVATION: FRAME LINE 3 4 DATE DESCRIPTION BY CK'D DSN 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ 1",L�, 12 --FB29�A(1) FB6-2 1 ®�) FB6-3(1) FB6-4(1) :IE-311: l:'�I�'� If:'��i'i��.]I:.-1[�',1�,"Q��i1►��C::��:I::��; J,'�L,OICIL.I-IiP1�IlC�ir :I''�'91J;G)']�1J!.�ol�:".lu 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. -10 5/8'_1_ _1 L 1/4" -ling has been digitally signed. tAl II11114t Apr 12, 2021 No 54910 2612 GRIBBLE STREET ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF 4U OWNER: TODD THOMPSON �r'%, ' :� j O R t O P• '��% �j •......•r 0: PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1 A 17-B-92696 E8 0 Fxpires 02-28-2023 VARIES Steel Line (1) #1B SD 1/4" I RA1 --/ Rake Angle 1 /2" x 1 1 /4" A325 Bolts L (Typ.) (U.N.) A7 SECTION THRU HOT ROLLED RAFTER 11_1. _._ ZEE A Purlin 8" 5" (2)1 /2"x 1 1 /4" 10" 6" A325 M. Bolts 12" 7" Purlin Clip 2 2" 3/16" Plate Purlin Clip 3/16" Plate • Anti —Roll Clip 3/16" Plate F73/16 Cold Formed Rafter Section A A Anti —Roll Clip 3/16" Plate Rafter of Rafter • Purlin Clip 3/16' Plate • Anti —Roll Clip 3/16' Plate 3 16" 3 3/16' 3 7Main Frame Rafter Section A QL) PURLIN ANTI —ROLL CLIP R,vz, 36 Hot Rolled Endwall 'age Column To Rafter MB-66 Washer 1e Aug '20 B24 ev Page 01 MB—B24 Sheeting Member Clip Piece Mark 8" SC5 10" SC54 12" SC55 Column Steel Line Flan Corner Column To Jun '17 Bearing Frame Rafter Rev 00 Column I I I I l I l I l I l Base l Plate * * Elevation * — Refer To Anchor Rod Setting Sheeting Clip Plan For Dimension (See Erection Drawings) Date Date Date Date C6 Girt To Hot Rolled Jun '17 C15 Girt To Hot Rolled Endwall Jun '17 D1 7 Girt To Cold Form Rotated Jun '17 E3 Dec '18 page Rev Page Rev Page Rev Page Endwall Column Base Plate Rev Me-C6 Endwall Column 00 MB—C15 Column — Partially Open 00 Me-D17 Corner Column oo MB-E3 Drawing has beendigitall V signe6l III rrrr �� M%I rrfi4 ISSUE DATE DESCRIPTION BY CK'D DSN••• 1 ., , l • r d i Apr 12, 2021 . No 54910 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE 3I JI ��If Illy JI II.J'� �III�I ]�.L_�il 2612 GRIBBLE STREET ••• r 11 NORTH LITTLE ROCK, AR 72114 .. 7�';• '~ 1—800-643-5555 .• * • 1y'. •' 1979 PROJECT: TODD THOMPSON •r� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �r'� ' :� j R t P• '��` LOCATION: FORT PIERCE, FL,34946 �I� •'•••••'r• `�,�1 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1/17/21 N.T.S. 1 A 17-13-92696 DET1 0 xpires 02-28-2023 Girt Column Girt shape varies Sidewall I I 110 0 1 O I 1 I I Base J Plate Q Face of Open Area -------- Sheeting Clip Fastener #55 (See Chart) 12-24 x 14 SD DP5 W/O Washer Steel Line Endwall Each End And 6" O.C. I I Jamb I I I I I I Base Plate * Plan Elevation * — Refer To Anchor Rod Setting Plan For Dimension E5 Page MB-E5 Flange Brace Clip (SC-2; Door Jamb Base Plate RF Column 1 'o Additional Flange Brace (As Required) CL199 Q—_----------- ----------- I0 0 0 CL* ',m E Wall Girt 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) Dec 18 Rev Pa 01 MgeB-F9 ZEE A 8„ 5„ 10" 6" 12" 1 7" — Flange Brace iee Cross Section for location CL199 \/ ------------- ------------- Q CL* i VARIES E 8" 10" 12" ID o o CL196 CL197 CL198 H 2 WALL GIRT TO RIGID FRAME COLUMN O O O O O O O O timing Section 'A' Drawings For Bolt Quantity And Diameter E9 tnawall nearing rrame -Jun '17 F12 ntermediate Hot Rolled Rev Page Rafter Splice 00 MB—F12 SHEET ANGLE I Clip S SAVE STRUT TO CORNER I1 4 COLUMN J4 Page MB-J4 DATE I DESCRIPTION 1/17/21 1 FOR ERECTOR INSTALLATION Roof Purlin O O O O O O O O 1.ping Section 'A' Drawin s For Bolt VARIES 0 0 i CL* 0 0 � ---_-_-- -- Q CL199 /\ /� Flange Brace See Cross Section for location Flange Br Clip ZEE A Member Mark Quantity And Diameter Flange Brace Clip (SC-2) 8" CL196 8 5 10" 6" 1/2" x 1 1/4" A325 Bolts 10" CL197 12" 7"12" CL198 (Typ.) (U.N.) 0 CL* 0 0 —-------------- ,I\CL199 Additional Flange Brace �\ (As Required) ®> RF Rafter v Date Endwall Bearing Frame — Hot Jun '17 G 2 ROOF PURLIN TO INTERIOR FRAME RAFTER Rolled Rafter Splice At Ridge Rev 00 Steel Line View 'A' Eave Strut To By —Pass D Rigid Frame At Interior R Jun '17 :v Page 00 MB-K3 J,'�L,CIICIL.I�IiP'111iC�ir :I'I'�'91J;G)']�1J!.�ol�:".lu EdsbAdied 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. - /� I- I - _ Opening Width K3 Girt To Single Cold Form Dec '17 � a Rev Jamb/Sub Jam wing has been digitall signedD �>r iiitttt MiiAe� (�cl�t�j� • ' 7�} If Apr 12, 2021 � ; ��.�� 2612 GRIBBLE STREET No 54910 ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF:W.ftl OWNER: TODD THOMPSON R t O P• '�� j •......•r 0: PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1 A 17-13-92696 DET2 0 Fxpires 02-28-2023 Steel � Header Girt FD t Jam o Sub Jo Jamb/ Sub Jamb Opening Width " ader Girt Steel Line Girt 0 0 w C-DI Jamb/Sub Jamb Opening Width ub E CD Opening Width * Similar Connection at Rafter ** Flat Washer WF500 Has A Larger Outside Diameter Than Flat Jamb/ Washer WFH500 And Sub Jamb Is To Be Located Next To The Slope Washer *Column Rod Brace Burr Threads After Final Tightening Slope Washer **Flat Washer WF500 On 2"0 Rod Only Flat Washer n r-Hex Nut For Rod Bracing That Falls Within The Girt Web, The Erector Is To Add A Minimum Size Slot For The Passage Of The Rod L7 Single Cold Form Jamb/ Jun '17 L8 Single Cold Form Jamb/ Jun '17 M3 Header To Cold Form Dec '17 Q3 Mar 18 Page Sub Jamb To Header Girt Rev Page Sub Jamb To Girt Rev Page Jamb/Sub Jamb Rev Page Rod Brace Attachment At Web Rev MB-L7 00 MB-L8 00 MB-M3 00 MB-Q3 01 JI Q) E 6 Li See Anchor See Anchor Rod Plan I Rod Plan Column Column I I I I I Anchor O II Rod l I Base Base II Plate Plate II * * * * J Plan Elevation 715 LOW * - Refer To Anchor Rod Setting Plan R 2 17 Page Anchor Rods At Frame Column �Dec MB-R2 00 DATE DESCRIPTION BY CK'D DSN 1/17/21 FOR ERECTOR INSTALLATION RVL 1979 PROJECT: TODD THOMPSON Drawing has been digitally signed. t mu `t�>J tititll�t . if Apr 12, 2021 %1 No 54910 2612 GRIBBLE STREET ••• i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 i STATE OF 4U CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON i'� j O R t 9 V• '��`�� LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r�•a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I �QNAl- ��' 1/17/21 N.T.S. 1 A 17-13-92696 DET3 0 Fxpires 02-28-2023 Top Flange Rafter Web Bottom Flange Extension Beyond Flange Is Optional For Top And Bottom Flanges U 2 PMageB-U2 �'- ,I Top Bolts (See Frame Drawings For Size) Intermediate Bolts (See Frame Drawings For Size) Bottom Bolts (See Frame Drawings For Size) Top Flange-,.o0 Rafter Web --- Bottom Flange—,o0 oO Bolts At Rigid Frame Ridge Jun '17 1 U 3 Rafter Connection Rev Page 00 MB-U3 Field locate and provide Maximum a slot for the "X" bracing. �7 1/8" Larger than "X" bracing 1 2' 2" Diameter. Inside Flong Up I n 'el-, N N Zee Web Outside Flange Down *For Cable, Unravel Flo -Lock Grip and Remove Eye Bolt, Slip Through Slotted Girts, then Reassemble Cable. E x 0 ZZ ROD/CABLE AT FLUSH WALL GIRT She-+,- Angle Top Bolts (See Frame R Drawings For Size) Intermediate Bolts (See Frame Drawings For Size) Bottom Bolts (See Frame Drawings For Size) Girt CI Bolts At Rigid Frame Rafter To Jun '17 W1 0 Column Connection Rev Page 00 MB-W10 Purlin TO °7I I I I o 0I I I I I Rafter 1 1" 4 4 Girt Clip CL549 2" 2" 4" Steel Line Girt To Hot Rolled Endwall Rafter Girt BO ate P R I May '19 Ga WIT n E/W COLUMN I - ------------- ------------ I I ROOF PURUN —TED SPICE CONNECTION )SIDED 4@5/8" dia BOLT H 1 /2" PLATE 0 0 0 0 E/W RAFTER DETAIL XX Drawing has been digitally signed. `tkE tilA DATE DESCRIPTION BY CK'D DSN j •i jF l , ff M 1 A r 12, 2021 ~`• / ��, 1 17 21 FOR ERECTOR INSTALLATION RVL MDN ASJ F ��i�I' 1 h 2612 GRIBBLE STREET P :• • No 54910 i / / •I Ilyll I �� I �� NORTH LITTLE ROCK, AR 72114 J J C 1-800-643-5555 PROJECT: TODD THOMPSON •'� •� STATE OF 4U CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• '�� LOCATION: FORT PIERCE, FL,34946 �I� `'••••••'r`•a0: CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I 1/17/21 N.T.S. 1 A 17-13-92696 DET4 0 EXDires 02-28-2023 PBR Wall Panel Base Channel With Panel Recess PBR Wall Panel Wall panel must be held off of base trim a minimum of 4" to prevent bottom of wall panel from rusting. Page PW02106 Date Rev ADr'18 02 7A SD W/Washer .C. stener Maximum al Building Mfr.) Sheeting Direction Fastener #4 4-14 x g' ILLSD W/Washer 1'-8" O.C. Tape Sealer x A" HW507 PBR Roof Panel Side Lap And End Lap Details Prevailing Wind Section Thru Panel Side Lao Fastener sheet. #4 rn9 Oreat7an 4 14x$" ILL SD W/Washer At 1'-8" O.C. Fastener #3 12-14 x 14' ILL SD W/Washer At 5"-7"-5" O.C. Y r-1- VI Iuyt -u- 1" x 3-" HW506 (Overlap tape sealer on closure minimum) Panel Sidelap Detail At Low Eave ge GPR04016 to Rev ,Dr'19 04 Fastener #4 4-14 x e" ILL SD W/Washer At 1'-8, O.C. Tape Sealer 12' x " Two Continuous Layers Tape Sealer 2' x' H W507 Panel Endlap Detail Inside Closure HW455 With Tape Sealer 1" x' HW506 Top And Bottom Eave Trim (When required, may require attachment before installing roof panels) Page PBR, RBR, AVP, Or VistaShadow Wall Panel GDO1010 Alternate Panel Splice (Non Lapping) Date Rev Feb '19 1 06 Angle RA1-- Fastener #17A 12-14 x 14' SD W/Washer 5"-7"-5" O.C. — PBR Upper Wall Panel 1'-0" O.C. — RBR, AVP, VistaShadow (See Note) Fastener #1 B a 14 x 14' SD W/0 Washer 0" O.C. Girt � Wall panel must be held off of splice trim a minimum of 4' to prevent bottom of wall panel from rusting. Splice Trim F402 Lower Wall Panel (See Note) DATE ION 1/17/21 FOR ERECTOR INSTALLATIONRVL MDN ASJ 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Fastener #17A 12-14 x 14' SD W/Washer 5"-7"-5" O.C. — PBR 1'-0" O.C. — RBR, AVP, VistaShadow Note: Panel profile, color, and/or orientation may vary between upper and lower panels. See erection drawings for requirements. Drawing has been digitally signed. ,t�� ><�rtr►JJJ • ,' Alf U{x,� Apr 12, 202-1 No 54910 r 2612 GRIBBLE STREET � • � i NORTH LITTLE ROCK, AR 72114 7� ; 1-800-643-5555 M r i STATE OF ; tt/ t� OWNER: TODD THOMPSON R t O P• •N�� PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II�Q�Ai 1 A 17—B-92696 DET5 0 Expires 02-28-2023 Page Page Page PBR Wall Panel PWO5002 PBR Wall Panel PWO5003 PBR Roof - Eave Gutter End Lap Installation Date Rev Date Rev DaWPR04002 Panel Side Lap Fastener Location Mar'19 03 Aug'15 04 May'19 05 Field Notch top flange See Note #1 22' 7" 5" 7" 5" 7" Note #1 See Note #2 Fastener #17A 2-14 x 14' SD W/Washer See Note #3 Sheeting Direction Building Side Note #2 Fastener #17A See PW05011 for Panel End Lap Bearing Leg 12-14 x 14' SD W/Washer 1'-0" O.C. See Note #1 Note # 3 ® Fastener #4A e Fastener#4A SW/Washera' ® x, SD W/Washer $ "14-14 1-8O.C. Fagstener #14 1-8' O.C. ® 8 m x See Note #2 1„ (2) 4 bead runs 2" o.c. max. Sheeting Direction of Tube Sealant (For placement see details below) CORRECT Eave Strut ® Eave Gutter (Profile varies, Northern Standard ® F391 shown) See Note #2 Wall Girt Building Side ® Z % t 1 Wall Girt ® } � I T I o.c. max. 1" max. 2„ Typical Spacing Exposed Bearing Leg r (12) Fastener #14 1j required at lap (15) Fastener #14 required at lap (15) Fastener #14 quired at lapuired ) Fastener #14 at lap �re Sheeting Direction — Fastener #4A a 14 x $' SD W/Washer at 1'-8' O.C. See Note #1 �+ WRONG ~ 1` r Wall Base Member ® Southern Standard Southern Large Northern Standard Northern Large F760 F4130 F391 F883 Drawing has been digitally signed. `tit tititll�t r Aer U�' • E q �. ISSUE DATE DESCRIPTION BY CK'D DSN Apr 12, 2021 —' ��' `• ��, 0 1 17 21 FOR ERECTOR INSTALLATION RVL MDN ASJ "I "l 2612 GRIBBLE STREET '+ No 541 • i 11 NORTH LITTLE ROCK, AR 72114 • * 1—800-643-5555 •' .bAdir 1979 •� PROJECT: TODD THOMPSON ,•'� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �r'� ' :� j R t P• '��`��` LOCATION: FORT PIERCE, FL,34946 �I� ••'•••••'rra��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1/17/21 N.T.S. 1 A 17—B-92696 DET6 0 =xpires 02-28-2023 Eave Gutter Part Numbers Style Southern Standard Southern Large Cascading F1308 F1338 Classic F760 F4130 Contoured F2008 F2038 Signature F46 F3830 Edgecraft F6120/F6000RL F6121/F6001RL M PBR Roof Southem Standard / Southem Larae Eave Gutter - See GD06002 For Outside Closure Part Numbers. End Wall Parapet Panel (Profile May Vary) Field To Fit Around Cc / Angle Trim F3535 /I / Transition Trim F852 // v Field Notch Angle Trim To Allow / Transition Trim F852 / To Extend To End Of / Roof Panel Bottom Ofy Gutter End Wall Parapet Panel Parapet Back Panel Cap Channel Fastener #4A J-14 x J" SO W/Washer At V-8" O.C. Angle Trim Comer Trim F3535 F830 Fastener #4A 1-14 x J" SO W/Washer Urethane Tube Sealant At 1'-0" O.C. HW540 Fastener #17A Fastener #4A 12-14 x 1}" SD W/Washer 2" J-1q . J' SO W/Washer At 1'-0 0O.C. Min. At 1'-0" O.C. Section A DATE DESCRIPTION 1/17/21 FOR ERECTOR INSTALLATION Outside Close._ .. Sealer HW507 Perimeter Of Closure �&T Transition Trim Notch Detail Field Notch Leg Of Corner Trim To Fit Around Eave Trim Angle Trim/Eave Trim De BY CK'D DSN RVL MDN ASJ Trim )ply Urethane ibe Sealant HW540 ound Field Notch _._ Notch And Extend Transition Trim F852 To End Of Roof Panel End Wall Parapet Panel Drawing has been digitally signed. ,%%%IA IIIIIII, i� Alf U{x,� _.GEIV, III l III III Apr 12, 2021 No 54910 " '02612 GRIBBLE STREET NORTH " H LITTLE ROCK, AR 72114 +► III II' III III IIIC I .. . 1-800-643-5555 ., EzIaNwhod 1.979 �. PROJECT: TODD THOMPSON ,, �. STATE p F W CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �+ 'r ' :� j R t P. �� LOCATION: FORT PIERCE, FL,34946 IIIfQ�Ai ADDATESCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1/17/21 N.T.S. 1 A 17—B-92696 DET7 0 Expires 02-28-2023 Page Page Page PBR Roof Panel GPR0001 1 PBR Roof Panel GPR04015 DP00001 Roll Form Downspout Layout Date Rev Date Rev Fastener And Tape Sealant Location End Lap Detail Apr 19 01 Apr'l 9 03 Apr'19 03 Fastener #3 12-14 x 14' ILL SDW/Washer 4�' At 5"-7,-5" O.C. Two Continuous Layers PBR Panel Gutter 1 Tape Sealer 2' x 332" HW507 H� 1'-0" 1'-0" Down Slope Of Screw Line 91'. 2 91. 91'. 2 2 PBR Panel Field Locate Opening In Gutter 221" 212" 212" (4) Fastener #14 Seal Downspout to 1/8" x 3/16" Gutter connection with Tube Sealant HW540 Sheeting Direction Purlir See "GPR04016" Upper Downspout F320 (10'-6") All Roof Members Except As Noted Below F313 (14'-6") Downspout Strop F797 (TYR) See DP00011 thru DP00014 For Downspout Strap Fasteners Roof Panel End Lap Lower Downspout F320 (10'-6") F313 (14'-6") (6) Fastener #14 1/8" x 3/16" (TYP. At Splice) 212" 7" 21" 2 21" 7" 21" 2 2_ 21" 7" 2 21" 2 Downspout Kickout Fastener #3 F321 12-14 x 14" ILL SD W/Washer 5" 7" 5" Sheeting Direction See "GPR04016" At Eave Strut, Panel End Lap And Peak Purlin Note: 1. Refer to the building erection drawings for the spacing of the downspouts. 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for eave heights greater than 16'-0". Always measure the required Note: End Lai) Fastener Spacing length starting at the swaged end. After cutting to length, insert the swaged end of the cut Screw patterns shown satisfy U.L. 90 downspout into the top of the lower downspout. requirements for roof. 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid point of downspout longer than 10'-6". See DP00011 thru DP00014 for downspout strap fasteners. Drawing has been digitally signed. `tit tititll�t ISSUE DATE DESCRIPTION BY CK'D DSN Apr 12, 2021 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ dr][1i"Lli 2612 GRIBBLE STREET No 54910 AL J� —do NORTH LITTLE ROCK, AR 72114 1 —800-643-5555 Ed.bAd.d 1979 • PROJECT: TODD THOMPSON 7•p STATE OF 4UZ CUSTOMER: THOMPSONS REMODELING I OWNER: TODD THOMPSON Rio LOCATION: FORT PIERCE, FL,34946 -.* # CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1/17/21 N.T.S. 1 A 1 7—B-92696 DET8 0 xpires 02-28-2023 Downspout Strap Attachment Page DP00011 PBR Roof Panel PaWPR05010 PBR Roof Panel ge PaGPR06003 PBR, RBR, AVP, Vistashadow, & IMP Fully Sheeted Wall Classic Rake Trim End Lap Installation Detail - 14' Wall Panel Fixed Ridge Detail Date Rev Date Rev Date Rev Feb'17 03 May,19 05 Apr'19 04 Fastener #4 Fastener #4 a 14 x g' LL SD W/Washer > >„ a 14 x g LL SD W/Washer At 3" O.C. (Trim Color, For Fastener #4A At Lap All Profiles (Trim Placement See Details Below) a 14 x g' SD W/Washer (1) at F797 Downspout Strap Color) (2) at F81, F903 and F1829 F797 — 32'x4" and 4%5" Downspouts F81 — 6"x6" Downspout Fastener #SS 8'U x 16" Pop Rivet SS F1829 — 8"x8" Downspout F903 — 921%92' Downspout Fastener #4 1 Per F797 a� 1 (1) Side at / �'-14 x �" (2) Per Side at F81, F903 Downspout (4"x5" Shown) Slope LL SD W/Washer 1 1 Die Formed Ridge and F1829 PBR Wall Panel Attachment \ 'eo (6) Required I I Cap F52 S/\ Fastener #3 Fastener #4A 1-14 Downspouts Strap Fastener #14 $, 6„ 2 o Po 2-14 x 14' LL SD W/Washer x g' SD W/Washer (1) at F797 F797 — 3� x4 and 4' x5" Downspouts Urethane Tube Sealant HW540 4' Bead To Lap x p LOP IV. Rivet SS At (2) at F81, F903 and F1829 F81 — 6"x6" Downspout Over Tape Sealer 2" O.C. (For F1829 — 8"x8" Downspout P \ \ Placement, See Fastener #14 F903 — 92'x92' Downspout Details Below) g'o x 1j" Pop Rivet SS I 2" fop (1) Per Side at F797 Downspout (2) Per Side at F81, F903 RBR Wall Panel Attachment (4"x5" Shown) ue UrethaneTube Fastener #4 and F1829 Sealant HW540 4-14 x g' / a Bead LL SD W/Washer Rake Trim (Profile PBR Roof Panel • �i (6) Required Backside View Of Lai) Varies, Southern Standard F764 Insulation Fastener #4A Downspout Strap Shown) (Not by Metal Building a 14 x g' SD W/Washer F797 — 321"x4" and 4%5" Downspouts Manufacturer) Fastener #4 Fastener #4 Fastener #4 Fastener #4„ (4) Required (1) at F797 F81 — 6"x6" Downspout (2) at F81, F903 and F1829 F1829 — 8"x8" Downs out P Tape Sealer 1" x 32 Fastener #14 F903 — 921"x92' Downspout (4) Required (4) Required At Lap (4) Required At Lap At Lap HW506 g'o x 117 Pop Rivet SS Downspout At Lap Optional Ridge (1) Per Side at F797 AVP Vistashadow / (4"x5" Shown) Insulation Trim (2) Per Side at F81, F903 Wall Panel Attachment F684 Peak Purlins and F1829 Note: Install optional ridge insulation trim F684 as insulation and roof sheeting is being applied. Temporary attachment, if required, is not by metal building manufacturer. Fastener #4A Downspout Strap a 14 x g' SD W/Washer F797 — 31%4" and 4%5" Downspouts (1) at F797 F81 — 6"x6" Downspout (2) at F81, F903 and F1829 F1829 — 8%8" Downspout Fastener #14 r r F903 — 9� x9g Downspout Fastener 14 # Fastener 14 # g'o x 1j" Pop Rivet SS Downspout (7) Required Fastener #14 (7) Required Fastener #14 (1) Per Side at F797 (4"x5" Shown) At Lap (7) Required At Lap At Lap 8)q Required (2) Per Side at FBI, F903 IMP Wall Panel Attachment AtLap and F1829 Southern Standard F764 Southern Large F4150 Northern Standard F375 Northern Large F1008 Drawing has been digitally signed. `tit tititll�t • vGE o. ISSUE DATE DESCRIPTION BY CK'D DSN Apr 12, 2021 —' ��' `• ;. 0 1 17 21 FOR ERECTOR INSTALLATION RVL MDN ASJ "I " J 2612 GRIBBLE STREET '+ �� 5491 i 11AL 'i'�l!'?C)"�I.'IJ!.�o�l:"lu NORTH LITTLE ROCK, AR 72114 • * sir 1—800-643-5555 •' Ed.bA 1979 •� PROJECT: TODD THOMPSON ,•'� STATE OF : 4/ CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R l P• '��`��` LOCATION: FORT PIERCE, FL,34946 .*I� ••'•••••'rra��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1/17/21 N.T.S. 1 A 17—B-92696 DET9 0 x fires 02-28-2023 rage PBR Roof Panel - Classic Southern Standard and Southern Large Gutter WPR02001 Sheeted Wall Date Rev �Mav'19� 09 Note "A" Fastener #4 Screw must be installed through the Tape —14 x g' Sealer to ensure a water tight connection. LL SD W/Washer Tape Sealer HW506 6" Long Gutter Support PBR Panel 0—+;n A Gutter Support Standard F893 (shown) Large F3357 See Sheeting attached with (3) Fastener #4 Layout a 14 x $" LL SD W/Washer (See Erection Drawings 4„ for Spacing) Eave Gutter Standard F760 (Shown) Large F4130 Eave Trim F2955 Without Closure astener #14 8„ o x31, 3'-0 O.C. With Closure Fastener #14A g,.4 x„ 1'-0 O.C. Fastener #4 21[-14 x g" LL SO W/Washer at 1'— 0 O.C. Fastener #3 12-14 x 14" LL SD W/Washer at 5"-7"-5" O.C. Inside Panel Closure HW455 with Continuous Tape Sealer HW506 top and bottom „A„ Note "A" Fastener #14A g'4 x„ 5'-0" O.C. Fastener #17A 12-14 x 14' SO W/Washer "Optional" Outside Panel Closure (See GD06002) PBR Roof Panel - Southern Standard And Southern Large Classic Rake Trim - Sheeted Wall Fastener #4 a 14 x g' LL SD W/Washer At 1'—O" O.C. Rake Trim Standard F764 (Shown) Large F4150 Fastener #17A 12-14 x 14" SD W/Washer Sheeting Angle RA1 See Detail Below Outside Panel Closure See GD06003 Rake Trim Fastener #4A 414x$"SDW/ Washer At 1'—O" O.C. Standard For Roof Runs 100'-0" Or Less 191 08 Rake Trim / I Rake Slide Trim F215 I I � Fastener #4A / Outside Panel 4-14 x " SD W/ Closure 8 Washer At 1'-0" O.C. See GD06003 DATE I DESCRIPTION 1/17/21 1 FOR ERECTOR INSTALLATION Alternate For Roof Runs Greater Than 100'-0" PBR Roof Panel Peak Box At Fixed Ridge ,age GPR05001 late Rev Jul '20 07 Fastener #4 a 14 x $' LL SD W/Washer (8) Required I — I Peak Box I JR11ke J (See Chart) LRake Trim Trim I � Fastener #4A 1 14 x 8' SD W/Washer At Wall Panel High Ribs Peak Box (See Chart) Fastener #17A 12-14 x 14" SD W/Washer Sheeting Angle RA1 Outside Panel Closure See GD06003 Fastener #4A a 14 x g" SD W/Washer At Wall Panel High Ribs Min. Min. Peak Box (Top View) Fastener #4 4-14 x g" LL SD W/Washer;Fastener e e e e e e (10) Required Tape Sealer 1" x 3S' Placement HW506 Rake Trim Note: Flashing profile varies dependent on the building order. Attachment as illustrated is applicable for all profiles. Peak Box Trim Profile Roof Panel Location Southern Standard Southern Large Northern Standard Norther Large Cascading F1519 F1585 F1672 F1760 Classic F160 F4153 F381 F1024 Contoured F2219 F2285 F2372 F2460 Signature F916 F3853 F236 F1018 Edgecraft SL<=4" F6028 F6029 F6030 F6031 Edgecraft ;"< 3" F6036 F6037 F6038 F6039 RVL MDND DASJ .I� �77L.JI_falfil.l��lf�pl�.Jrl.'r' Il,�,��lh+l�.y�.��.l._�j�l' 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 DET10 0 Drawing has been digitally signed. �t+'L1M No 54910 • r STATE OF - j O R l 9 ,�,• `�y,�ti n►AiE�ll, oil t11113��, Page PBR Roof Panel - Southern Standard and Southern Large Low Eave Rake WPR04004 ev Corner with Eave Gutter - 11" Wall Panel ate R07 Tape Sealer H W506 Mitered Rake Trim Standard F764L (Shown) F764R (Opposite) Larae F4150L (Shown) F415OR (Opposite) etermine Field Determine Fastener #4 — a-14 x g' LL SD W/Washer Rake Trim to Roof Panel 1'-0 O.C. max. End Cap \ Standard F761R (Shown) F761 L (Opposite) Large F4131R (Shown) F4131L (Opposite) Gutter andard rge of Panel 1m Gutter Placement Fastener #4 a 14 x 7" LL SD W/Washer 3" O.C. max. Fastener #14 8„ 0 x 3„ 2" O.C. max. (9) at Standard (10) at Large PBR Wall Panel Outside Corner - On Module N03001 FR—ev— '191 08 Fastener #14 810 x 16" Pop Rivet SS (4 Per Lap) Fastener #4A a 14 x 8 " SD W/Washer (2 Per Lap) Screw Application Standard Grade DescriptionFastener Number Application 1 /4"-14 x 7/8" Type 2 4A Stitch & Trim Screw 12-14 x 1 1/4" Type 2 17A Member Screw (Up To 4' Insulation) 12-14 x 1 1/2" Type 2 17B Member Screw (Up To 6' Insulation) "Field cut J" PER Panel Notch to allow Rake Trim to overlap lip of Gutter J Long Life Mitered Eave Gutter , Field Cut flush Standard with Face of Panel "' Fastener Description Number Application F760R (Shown) or Trim F760L (Opposite) 1/4"-14 x 7/8" Type 1 4 Stitch & Trim Screw Large F413OR (Shown) Member Screw 2-14 x 1 1/4" Type 2 3 F4130L (opposite) (Up To 4" Insulation) — Fastener #14 Fastener #4A 1_ 7» 4 14 x 8 SD W/Washer 12-14 x 1 1/2" Type 2 3A Member Screw (Up To 6" Insulation) a„o x 6„ 1'-8" O.C. 2" O.C. max. (12) at Standard (14) at Large 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install Cap at a field determined distance in from the end of the Gutter Inspect after installing and seal any gaps with Tube Sealant. 2.) Attach Eave Gutter to Roof Panel locating end past face of Panel or Trim. (See Gutter Placement) 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Trim as shown. Apply Tube Sealant along edges to seal. 4.) See Eave and Rake Construction Details included with Erection Drawings for attachment of Eave Gutter and Rake Trim to Roof and Walls. Field I As Re Outside Corner Trim F830 DATE DESCRIPTION BY CK'D DSN 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE �I_.JI„ "il�il.,l�"I�LJI. _Il Jl� 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. '191 01 Drawing has been digitally signed. yt�t tititll�t M UO, • r if Apr 12, 2021 2612 GRIBBLE STREET No 54910 ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF OWNER: TODD THOMPSON r A ' O R l P• 'N�� •......•r PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II�O�A' 10 1 A 17—B-92696 DET11 0 Fxpires 02-28-2023 PBR Roof tePR07004 WPR04003 Parapet Cap Trim Detail GD15001 Parapet p Rake At Sheeted Wall R08 PBR Roof - Gutter Expansion Installation - 100'-0" Maximum Date Rev a e ev. Apr'19 May'19 05 PBR, PBU, AVP, RBR & RBU Wall Panel Nov15 02 (6) Fastener #4 One bead of Tube 4-14 x 8" ILL SO W/Washer Sealant at lap Wall Panel Varies (PBR Shown) Expansion Gutter Cap (See Table) (4) Fastener #14 Fastener #4 Gutter $" x 16" Pop Rivet ill a 14 x g' ILL SD W/Washer (See Table) II �i (2) Fastener #14 one side only 1 1�° Parapet Cap Trim F3530 End Lap Fastener #1B4-14 x 14 at 2'-0 O.C. 2" Minimum End Lap, Gutter End Field Miter at corners & Cap (See ! (1) Fastener #4 End Cap F3531 at terminations. Table) 4-14 x B" ILL SD W/Washer �o Trim lap Only at Cap end Parapet Cap Trim F3530 Urethane Tube Sealant �. At 10" & 1'-0 Channels: Parapet Channel Girt HW540 (2) 4' Beads F3532 Cap Trim Support Gutter End Cap (See Table) Fastener #17A Hold Trim 2 Gutter 12-14 x 14" above Channel Optional 5'-0" of (See Table) SD W/Washer Tape Sealer 1' x' 5"-7"-5" O.C. at PBR 6vl HW507 at Each Panel I 5"-7"-5" O.C. at PBU Side la p 1'-0 O.C. at AVP j � Fastener #17A Inside Panel Closure Field cut Panel and 3° 1'-0 O.C. at RBR 6" 12-14 x 14 " HW455 — PBR 01 Bend cut Edge up 6" O.C. at RBU at 10" & SD W/Washer HW459 — PBU 1'-0 Channels 5"-7"-5" O.C. HW464 — AVP/Vistashadow 20 Fastener #4A only Sheeting Angle l With Tape Sealer x �" HW507 �,, 71, a 14 x g Fastener #4A 4-14 x RA3 on top and Bottom SD W/Washer $" SD W/Washer Fastener #17A 1'-0 O.C. 1'-0 O.C. — 12-14 x 14 SD W/Washer — —— — — — — — — "Optional" Outside (See Wall Panel Fastener Location Detail Panel Closure "Optional" Outside Note #1 for Spacing Requirement) Alternate Detail (See GDO6002) Panel Closure Transition Trim F852 (See GD06002) Fastener #4 1_ 7" LL SD W/Washer 14 x (10) Fastener #14 Gutter Expansion This end only Cover (See Table) a g at 6" O.C. PBR or PBU Back Panel Tape Sealer 1" x 32" PBR Roof Panel HW506 Continuous I I "Optional" 5'-0 max. PBR, PBU, AVP, RBR, 4 of Tape Sealant or RBU Wall Panel Girt HW507 at each panel - — — — — — — — — — — — — - 11--- i sidelap above Roof <— 4" Steel Line Roof Member Fastener #17A 12-14 x 1"' SD W/Washer (2) at Each Roof Member Gutter Gutter End Cap Expansion Cover Expansion Cap Southern Standard F760 F761 (12) Fastener #14 F643 F635 Southern Large F4130 F4131 (14) Fastener #14 F4102 F4132 Northern Standard F391 F392 (15) Fastener #14 F656 F658 Northern Large F883 F894 (17) Fastener #14 1 F641 F629 DATE I DESCRIPTION 1/17/21 1 FOR ERECTOR INSTALLATION Ehl.blisbod 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Drawing has been digitally signed. �t�� '<�rtr►JJJ Awl -I`" �I��' Apr 12, 2021 No 54910 2612 GRIBBLE STREET •`� M NORTH LITTLE ROCK, AR 72114 1-800-643-5555 : *. M r �1. r STATE OF : W OWNER: TODD THOMPSON A • s( (} R PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU J 4f### I%%% 1 A 17—B-92696 DET12 0 xpires 02-28-2023 Parapet - Termination 10" and greater from Parapet Column (2) 2'a Parapet Channel Girt Detail "A" '— 10" Termination Parapet 4 Channel Girt See Column ----------- Parapet Column II I See CF01123 II I Girt II II I II II ®I Clip CL292 or PC30— II I (1) Fastener #12A 12-14 x 1" P.H. DP3 at each end First Girt below roof line I II II II I I V for Clip Piece Parapet Cc (2) Fastener 12-14 x 1" P Channel girt I, Open Cee Channel (2) Fastener #12A 12-14 x 1" P.H. DP3 Channel girt leg Detail "B" (Termination at girt shown. Termination at top of Eave Strut similar) First Girt below roof line CL50 with (2) Fastener #12A each leg '191 02 Open Cee Channel Urethane Tube Sealant HW540 (2) 4' Beads PBR Roof Panel Endwall Parapet Rake PBR Or PBU Back Panel (PBR Shown) Trim Lap Detail Sheeting Angle RA3 ro Fastener #17A 12-14 x 11' SO W/Washer (2) At Each Purlin Fastener #4 414xg"LLSDW/ Washer Field Cut Panel And Bend Cut Edge Up 1" Minimum Alternate Detail 2 See Parapet Cap Trim Detail GD15001 — PER, PBU, AVP, RBR And RBU Wall Panel GD15002 — ShadowRib Wall Panel Optional Outside Panel Closure See GD06002 PBR Or PBU Back Panel Optional 5'-0" Max. Length Of Tape Sealer 1° x �" HW507 At Each Sidelap Above Roof Inside Panel Closure HW455 At PBR Panel HW459 At PBU Panel With Tape Sealer 12" x 32" HW507 Top And Bottom Fastener #17A I 12-14 x 14' SD W/Washer Parapet Rake Trim F852 0 Fastener #4 a 14 x g' ILL SD W/Washer At 6" O.C. '19 105 =4' Tape Sealer 1" x 32" HW506 ISSUE DATE DESCRIPTION 0 1/17/21 FOR ERECTOR INSTALLATION BUILDING SYSTEMS 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Drawing has been digitally signed. `tit tititll�t � UG • r E f ,r Apr 12, 2021 No 54910 •• 2612 GRIBBLE STREE •� r NORTH LITTLE ROCK, AR 7- 1 —800-643-5555 �, * �• r ♦ : M r �1. r r STATE OF OWNER: TODD THOMPSON R t9P• •% �j •......•r �,�1 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II'Q�A' ,t `% 1 A 17—B-92696 DET13 0 Pynirpq ro_gA_grl e PBR Wall Panel - Four Sided Framed Opening - Trim Installation with Field PagPW06022 Notch Panel at Head Trim Date Rev Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PWO6023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + 6" (+2" Lap when req'd) 3" Opening Width 3" See PW06023 & PW06027 ° L Head Trim F481 ° See PW06030 Note: Fastener #14A e" x 8" Pop Rivet For "Optional" at 20" O.C. at Cold Form Channel Closure Trim OR ° see PW06028 a Fastener #16 12-24 x 12" Pancake SD DP5 a W/O Washer at 1'-8 O.C. o at Hot Rolled N � V 4" Bead of HW540 Tube Caulking a ° from Header to Sill (see section) ° N + a 2' Lap with (2) Fasteners #14 � Jamb Trim F482 Jamb Trim F482 x 6" Pop Rivet or Alternate F484 or Alternate F484 Typ at Head, Sill & = Jamb Trim when ° 0 Fastener #4A required. Field notch o See 4"-14 x 2" SD W/Washer ° as req'd. 0 PW06029 at V-0 O.C. at Panel Rib See (2) Fastener #14 PW06030a 8" x 16" Pop Rivet at Tabs See PW06026 _ o Sill Trim F848 0 & PW06027 (2) Fastener #14 1 Opening Width" g' x 6" Pop Rivet at Corners Field Cut Opening Width + 3" and Remove Opening Width + 6" (+2" Lap when req'd) Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. Page PBR Wall Panel - Four Sided Framed Opening PW06023 Field Notch Panel at Head Trim Date Rev Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + 6" (+2" Lap when req'd) Head Trim F481 I Front View End View 2" Lap with (2) Fasteners #14 8" x 16" Pop Rivet and HW540 Caulking Opening Width 3" Head Trim F481 See PW06027 for Jamb Trim field cut detail Jamb Trim F482 or Alternate F484 ening Width 3 Field notch Panel at Head Trim pia o .- ° Caulk with HW540 = at these edges a, after installation 0 Fastener #14A g" x J" Pop Field cut Panel Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 1i" Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls measure before cutting Panel and Trim. Page PBR Wall Panel - Four Sided Framed Opening PW06024 Trim Installation With Field Notch and Bend Tabs at Head Trim Date Rev Mar'20 06 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Field Cut Opening Width + 6" (+2" Lap when req'd) and Remove Field Cut and Remove Opening Width + 3" „ Opening Width 0 0 0 ° Head Trim F481 See PWO6030 Fastener #14A g" x g" Pop Rivet at 1'-8" O.C. at Cold Form OR Fastener #16 12-24 x 11" Pancake SD DP5 W/O Washer at 1'-8" O.C. at Hot Rolled 4" Bead of HW540 Tube Caulking ° from Header to Sill (see section) Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 See ° PWO6029 Fastener #4A 4"-14 x g" SD W/Washer at 1'-0" O.C. See a at Panel Rib PWO6030 r Sill Trim F848 o 0 o O o ° 1z Opening Width Opening Width + 3" Opening Width + 6" (+2" Lap when req'd) 0 0 0 0 11" See PW06025 & PW06027 Field Notch and Bend 12" Tab behind Jamb Trim. Attach with Fastener #14 1" x 16" Pop Rivet. See PW06025 for details. Note: For Optional Channel Closure Trim see PW06028 2 Lap with (2) Fasteners #14 $" x 6" Pop Rivet Typ at Head, Sill & Jamb Trim when required. Field notch as req'd. (2) Fastener #14 g' x 6" Pop Rivet at Tabs See PW06026 & PW06027 (2) Fastener #14 8" x 16" Pop Rivet at Corners Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. DATE DESCRIPTION BY I CK"D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE �7I_.JI„_f�fir,lf "f�pLJrLr IL`JI��III��..l�.l._jl' 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Drawing has been digitally signed. yty! tlIIitItl U{7�,II�,� Apr 12, 2021 No 54910 2612 GRIBBLE STREET •�� i NORTH LITTLE ROCK, AR 72114 7� ; 1-800-643-5555 .. STATE OF tt/ l OWNER: TODD THOMPSON �� • • ;( P •. # �~ PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I IrQQ'��; 1 A 17—B-92696 DET14 0 Fxpires 02-28-2023 PBR Wall Panel - Four Sided Framed Opening Optional Channel Closure Trim Openinq Width + 7" (+2" Lap when req'd) 3 " Opening Width 3�" 0 0 0 Channel Closure Trim o See PW06030 Fastener #14A g" x J" Pop Rivet at 1'-8" O.C. at Cold Form OR Fastener #16 12-24 x 12" Pancake SD DP5 W/O Washer at 1'-8" O.C. at Hot Rolled Channel Closure Trim See Channel Closure Trim o PWO6029 See PW06030 o Channel Closure Trim o 0 0 0 )ate Rev Sep '16 04 2" Lap T yp at Head, Sill & Jamb when required. Field cut to length if req'd and notch. Optional Channel Closure Trim Piece Mark Channel Closure Trim at Jambs F981 — 8" Member F2993 — 104" Member F2994 — 84" Member F169 — 12" Member 32" Field cut and remove F982 — 10" Member F2995 — 124" Member 1 22" Field cut and remove Note: All trim is to be 1" Field bend 1" tab up 90 degrees installed BEFORE blanket insulation is applied to walls. Channel Closure Trim at Sill as shown Note: Field measure Opening Width at Header similar and Height before making field cuts 3 and adjust cut dimensions accordingly. Note: The interior leg of the Channel Closure End Cut Detail Trim is to be oriented (t1/8") to match the interior leg of the Header or Jamb. Page PBR Wall Panel - Four Sided Framed Opening Jamb Trim Installation PW06029 p g - onte Rav Fastener #14A $" x $" Pop Rivet at 1'-8' O.C. at Cold Form OR Fastener #16 12-24 x 112' Pancake SD DP5 W/O Washer at 1'-8" O.C. at Hot Rolled Double Sided Tape (Not by Building Mfg) Blanket Insulation m PBR Wall Panel Note: Terminate Blanket Insulation at Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 4„ Mar'20 105 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PW06028 for details. 4' Bead of HW540 Tube Caulking (Header to Sill) Field Cut Wall Panel Opening Width PBR Wall Panel - Four Sided Framed Opening Head and Sill Trim Installation PBR Wall one Fastener #17A 2-14 x 14" SD W/Washer at 5"-7"-5" O.C. at Cold Form OR Fastener #67 12-24 x 14' SD DP5 W/Washer at 5"-7"-5" O.C. at Hot Rolled Fastener #4A J 4-14 x 8" SD W/Washer at 1'-0" O.C. at Panel Rib T8 -Fastener #14A g' x J" Pop — Rivet at 1'-8" O.C. at Cold Form OR Fastener #16 12-24 x 11" Pancake SD DP5 W/O Washer at 1'-8" O.C. at Hot Rolled )ate I Rev Sep'16 02 Optional �- Header Channel Closure Trim (Cold Form shown See PW06028 for details Hot Rolled similar) Optional Channel Closure Trim See PW06028 for details F Sill (Cold Form shown Hot Rolled similar) Fastener #17A L— Fastener #14A g" x i" Pop J 12-14 x 14" SD W/Washer Rivet at 1'-8' O.C. at at 5"-7"-5" O.C. Cold Form at Cold Form OR OR Fastener #16 Fastener #67 12-24 x 1Z" Pancakeake SD DP5 12-24 x 14' SD DP5 W/Washer W/0 Washer at 1'-8" O.C. Alternate Jamb at 5"-7"-5" O.C. at Hot Rolled Trim F484 Profile at Hot Rolled Note: Panel position is shown with Panel PBR Wall Panel Note: All trim is to be Rib and Opening on 1'-0" module. installed BEFORE blanket Note: All trim is to be Location of Rib may vary depending on insulation is applied to walls installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls. measure before cutting Panel and Trim. DATE DESCRIPTION BY CK'D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE �7I_.JI„_f�fir,lf "f�pLJrLr Il JI��lll��..l�.l._jl' 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 DET15 0 Drawing has been digitally signed. MUG/,j,, 1j1 No 54910 • r STATE OF j0 Rl9,- `�y,�ti ONA1- 1114111t111111�, PBR Wall Panel - Four Sided Framed Opening - Field Notch and Bend Tabs PI� at Head Trim Date Rev Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + 6" (+2" Lap when read) *Field Cut Remainder and Remove *Opening Width + 3" 1,. *Opening Width 1, Head Trim F481 I *Note: Field measure Opening Width and cut Head Trim to required length. Front View Jim/ � 2" Lap with (2) Fasteners #14 See End Cut Detail A" x li" Pop Rivet and HW540 Caulking 2., Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls „ Bend 11" Tab 14 Note: Panel is down 90 degrees position shown with 8 Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on Field Cut the Opening Width and location. Field and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Opening Width 1 Field Notch and Bend 112' Tab behind Jamb Trim. Attach with Fastener #14 $' x 3" Pop Rivet 0 Head Trim F481 J See PWO6027 for Jamb Trim field cut detail Jamb Trim F482 or Alternate F484 Fastener #14A s" x 8" Pop Rivet at 1'-8 O.C. at Cold Form OR Fastener #16 12-24 x 1 12" Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled Page PBR Wall Panel - Four Sided Framed Opening PW06026 Sill Trim Installation Date Rev Mar'20 04 *Note: Field measure Opening Width + 6" (+2" Lap when req'd) Opening Width and cut Sill Trim to required length. *Opening Width + 3" *Field Cut Remainder and Remove Jamb Trim F482 or Alternate F484 Field cut 2" tab and bend up 90 degrees under Sill Trim 2" Sill Trim F848 Caulk with HW540 at this edge after installation Corner Detail ening Width Jamb Trim F482 or Alternate F484 Field cut 2" tab and bend up 90 degrees under Sill Trim (2) Fastener #14 g' x li" Pop Rivet at Tab Sill Trim F848 Field cut Panel (2) Fastener #14 " x �" Pop Rivet at Corners Opening Width 12 Opening Width + 3" 2 ill *ODenina Width 12 Sill Trim F848 Top View \\\ 2" Lap with HW540 \ \ Caulking Field cut and remove Do not cut or remove face of Sill Trim. See Corner Detail. Note: Jamb & Head Trim are to be installed BEFORE blanket insulation is applied to walls Note: Panel position is shown with Panel Rib starting 6" from Steel Line and Opening on 1'-0" module. Location of Panel Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. r Field cut Panel PBR Wall Panel - Four Sided Framed Opening Jamb Trim Field Cut Details Alternate Jamb Trim F484 View Field Cut and Remc o_ Side View at Head Trim N Z„ rn Field cut 2" ° tab and bend E up 90 degrees o to fit under Sill Trim Side View at Sill Trim Note: Field measure Opening Height before making field cuts and adjust cut dimensions accordingly so that Jamb Trim fits to Head and Sill Trim. DATE DESCRIPTION BY CK'D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE �I_.JI„ "il�il.,l�"l�l.Jl.r Il JI��lh��..l�.l._jl' 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. 35„ 1 �" Jamb Trim F482 Too View 3;" Jamb Trim F482 and )ate Rev Mar'20 04 (2) Fasteners #14 8" x T6 Pop Rivet at lap 2" Lap when required. Field cut and notch as required. Field cut 2" tab and bend up 90 degrees to fit under Sill Trim Alternate Jamb Trim F484 Front View Right Jamb Trim as shown Left Jamb Trim opposite hand A!fA-� Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 DET16 0 Drawing has been digitally signed. ♦111 m" U ,, .C' No 54910 • r STATE OF - j O R l 9 ,�,• ��y,�ti n►AiE�.�'� oil Its Page Page Page PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07022 PBR Wall Panel - Three Sided Framed Opening PW07023 PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07024 Notch Panel at Head Trim Field Notch Panel at Head Trim Notch and Bend Tabs at Head Trim Date Rev Date Rev Date Rev Mar'20 05 Mar'20 05 Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 Note: Trim Installation i can be done by Feld Notch Panel as shown on W0 P 7022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. OR with Field Notch and Bend Tabs Head Trim as shown on PW07024 & PW07025. Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 Opening Width + 6" (+2" Lap when req'd) OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+2" Lap when req'd) 3" Opening Width 3" Opening Width + 6" (+2" Lap when req'd) Field Cut and Remove Opening Width + 3" See PW07023 1 1, Opening & PW07027 Head Trim F481 Width See PW07025 & PWC7027 a o o o o Head Trim F481 See ° Front View End View k ° O O O o 2" Lap with (2) Fasteners #14 Head Trim F481 PW07030 a $" x �" Pop Rivet and HW540 Caulking See PW07030 Field Notch and Bend 12" Tab behind Jamb Note: Trim. Attach with o For "Optional" Fastener #14 $" x L Fastener 14A t" x Po Rivet at # 8 p Channel Closure Trim Opening Width 3" Opening Width 3" Field notch Panel o Fastener #14A J" x J" Pop Rivet Pop Rivet. See 3 V-8 O.C. at Cold Form see PW07028 at Head TrimW07025 at 1'-8 O.C.00ORat Cold Form for details. o OR 0 Fastener #16 Q) Fastener #16 N 12-24 x 11" SD Pancake DP5 W/O Washer 3 12-24 x 1 Pancake SD DP5 ± Q at 1'-8 O.C. at Hot Rolled W/0 Washer at 1'-8 O.C. J at Hot Rolled + ° 4' Bead of HW540 Tube Caulking 2,. Lap with (2) o —p + = 4" Bead of HW540 Tube Caulking c a from Header to Floor (see section) Fasteners #14 tia rn c o from Header to Floor (see section) 0 T) o g' x 3" Pop Rivet E = a Jamb Trim F482 Jamb Trim F482 T at Head & Head Trim F481 + a o Jamb Trim F482 Jamb Trim F482 2" Lap with (2) Fasteners #14 'c or Alternate F484 or Alternate F484 Jamb Trim when required. Field notch Caulk with HW540 aQ' t or Alternate F484 or Alternate F484 g" x Pop Rivet o o as required. J// = at these edges See PW07027 oafter installation m = Typ at Head & oa for Jamb Trim Jamb Trim when See field cut detail Q) required. Field notch PW07029 0 as required. ° p See o Jamb Trim F482 PW07029 Finish Floor Line or Alternate F484 Note: o 0 For "Optional" Channel Closure Trim �a see PW07028 Fastener #14A g' x �" Pop Field cut Panel o Finish Floor Line 0 Opening Width Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 112" SD Pancake DP5 Opening Width W/0 Washer at V-8 O.C. Width at Hot Rolled Note: Panel position is shown with Note: All trim is to be Note: Field measure Opening installed BEFORE blanket insulation is applied to walls. and Height before making and adjust cut dimensions field cuts accordingly. Panel Rib and Opening on 1'-0 module. Note: All Width trim be Note: Field measure Opening Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field installed BEFORE blanket and Height before making field cuts insulation is applied to walls measure before cutting Panel and Trim. insulation is applied to walls. and adjust cut dimensions accordingly. DATE DESCRIPTION BY CK'D DSN 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE "dil. AL JI�EdbAdled 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Drawing has been digitally signed. `tit tititll�t if Apr 12, 2021 %1 2612 GRIBBNo 54910LE STREET � ••� i NORTH LITTLE ROCK, AR 72114 1-800-643-5555 STATE OF OWNER: TODD THOMPSON R t O P• '�� j •......•r �,�1 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1 A 17—B-92696 DET17 0 =xPires 02-28-2023 ray. ray. ray. PBR Wall Panel - Three Sided Framed Opening - Field Notch and Bend PW07025 PBR Wall Panel - Three Sided Framed Opening PW07027 PBR Wall Panel - Three Sided Framed Opening PW07028 Tabs at Head Trim Date Rev Jamb Trim Field Cut Details Date Rev "Optional" Channel Closure Trim Date Rev Mar'20 05 Mar'20 04 Mav'19 04 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+2" Lap when read) *Field Cut Remainder and Remove *Opening Width + 3" 1.. *Opening Width,. Head Trim F481 I Front View See End Cut Detail Field Cut and Remove *Note: Field measure Opening Width and cut Head Trim to required length. I --7 4 2" Lap with (2) Fasteners #14 End View 8" x 16" Pop Rivet and HW540 Caulking Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls Bend 112" To down 90 degrees Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Opening Width 12 Field Notch and Bend 112' Tab behind Jamb Trim. Attach with Fastener #14 g' x i6" Pop Rivet 0 o fl o a Head Trim F481 J See PW07027 for Jamb Trim field cut detail Jamb Trim F482 or Alternate F484 - Fastener #14A g" x J" Pop Rivet at 1'-8 O.C. at Cold Form OR Fastener #16 12-24 x 112" Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled Field cut Panel 1 s" Alternate Jamb Trim F484 Too View Field Cut and Remove Ni Side View at Head Trim 11" Side View at Floor Line Note: Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. Jamb Trim F482 Too View ,35" 33' (2) Fasteners #14 g' x 6" Pop Rivet at lap 2" Lap when required. Field cut and notch as required. � Finish Floor Line Jamb Trim F482 and Alternate Jamb Trim F484 Front View Right Jamb Trim as shown Left Jamb Trim opposite hand Opening Width + 7" (+2" Lap when req'd) 3 " Opening Width 3�" 0 0 0 ° Channel Closure Trim ° See P WO7030 3 Fastener #14A g' x J" Pop Rivet a at 1'-8" O.C. at Cold Form ° J OR Fastener #16 12-24 x 112" Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled 2" Lap typ at + Channel Closure Trim Head & Jamb when °- 0 required. Field cut ° Channel Closure Trim ° to length if req'd and notch. B See a PW07029 0 o - Finish Floor Line I o ,end tab down 90 degrees cut and remove Optional Channel Closure Trim 31' Field cut and remove Channel Closure Trim at Jambs End Cut Detail DATE DESCRIPTION BY CK'D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE "ildil.,l�"lf�pl.Jrl.r Il JI��lll��..l�.l._jl' EdbAdd 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Channel Closure Trim Piece Mark F981 - 8" Member F2993 - 104" Member F2994 - 84' Member F169 - 12" Member F982 - 1 0 " Member F2995 - 1241" Member Note: All trim is to be installed BEFORE blanket insulation is applied to walls. Note: Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. Note: The interior leg of the Channel Closure Trim is to be oriented (t1/8") to match the interior leg of the Header or Jamb. Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r r_ n . OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 DET18 0 Drawing has been digitally signed. 4t+' 1M Ill,, f�� •G No 54910 • r STATE OF : "�Etl - j O R l 9 ,�,• `�y,�ti ONA1- % 0NO 11111t1t111111�, rdye PBR Wall Panel -Three Sided Framed Opening -Jamb Trim Installation patPW07R29 PBR Wall Panel - Three Sided Framed Opening Mall 05 Head Trim Installation PBR Panel Jamb Fastener #17A Fastener #14A g' x g" Pop Rivet (Cold Form shown 12-14 x 14' SD W/Washer at 1'-8" O.C. at Cold Form Hot Rolled similar) At 5" — 7" — 5" O.C. OR At Cold Form Members Fastener #16 Or 12-24 x 11' Pancake SD DP5 "Optional" Fastener #67 W/0 Washer at 1'-8" O.C. Channel Closure Trim 12-24 x 1 14 SD DP5 W/Washer at Hot Rolled See PW07028 for details. At 5" — 7" — 5" O.C. Double Sided Tape 4" At Hot Rolled Members (Not by Building Mfg) Head Trim Blanket Insulation 4' Bead of HW540 Tube Caulking F481 (Header to Floor) i PBR Wall Panel Field Cut Wall Panel Note: Terminate Blanket Insulation J j at Jamb Trim Opening Width -11 0, Field flatten Trim leg when required o = _ Q c Jamb Trim F482 (shown) or Alternate Jamb Trim F484 0 -dye PW07030 )ate Rev Oct'19 03 Fastener #14A 9'0 x $" Pop Rivet SS At 1'-8" O.C. At Cold Formed Members Or Fastener #16 12-24 x 11" Pancake SD DP5 W/0 Washer At 1'-8" O.C. At Hot Rolled Members Header (Cold Form Shown Hot Rolled Similar "Optional" Channel Closure Trim See PW07028 For Details. Finish Floor —J Alternate Jamb Trim F484 Profile Note: Panel position is shown with Panel Rib and Opening on 1'-0" module. SL Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls. measure before cutting Panel and Trim. DATE DESCRIPTION BY CK'D DSN lj rr +f 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ IE �fir,lf "f�pLJrLr Il JI��lh��..l�.l._jl' EdbAdd 1979 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE 1/17/21 N.T.S. Apr 12, 2021 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 .�. 7�' ;• 1-800-643-5555 .• r � r r_ n . OWNER: TODD THOMPSON PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1 A 17-B-92696 DET19 0 Drawing has been digitally signed. MUG/,j,, tt , No 54910 • r STATE OF '��on►AiE�.�'� tl�t/tit111t3��, Field Service Procedures Authorization For Corrective Work Unloading, Handling And Storage Roof And Wall Panels Roof And Wall Panel Damage During Construction In Order To Give You Prompt Services And Keep Problems To A Minimum, Normal Erection Operations Include The Correction Of Minor Misfits By Amounts Of STRUCTURAL: Manufacturer's Roof And Wall Panels Include Color Coated, Galvalume, And The Quality Of Workmanship In Steel Construction Practices And Handling Methods Please Handle Any Shortages Or Back Charges In The Following Manner: Reaming, Chipping, Welding Or Cutting And The Drawing Of Elements Into Line A Great Amount Of Time And Trouble Can Be Saved If The Building Parts Are Galvanized, Provide Excellent Service Under Widely Varied Conditions. All Unloading Used During The Construction Of The Metal Building Can Significantly Affect The 1. Carefully Check Your Packing List While Unloading. Through The Use Of Drift Pins. Errors That Cannot Be Corrected By The Foregoing Unloaded At The Building Site According To A Pre —Arranged Plan. Proper Location And Erection Personnel Should Fully Understand That These Panels Are Quality Appearance And Performance Of The Building Panels. Panel Damage During 2. Mark Any Items Which Appear To Be Missing And Notify The Field Means Or Which Require Major Changes In The Member Configuration Should Be And Handling Of Components Will Eliminate Unnecessary Handling. Merchandise, Which Merits Cautious Care And Handling. Construction Can Be The Result Of Faulty Installation Methods And/or Service Department At The Number Shown In The Title Block As Soon Reported Immediately To The Owner And The Fabricator By The Erector, To Enable Carelessness. As Possible. Calling Someone Else Could Delay The Proper Response. Whoever Is Responsible Either To Correct The Error Or Approve The Most Efficient NOTE: UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY And Economical Method Of Correction To Be Used By Others. (AISC 303-10, Piece Marks Are Stenciled On The Primary Structural Members At The Lower End, Packages Of Sheets Should Be Lifted Off The Truck With Extreme Care Taken To Overdriven Fasteners Cause Indentations Or Shallow Pockets In The Panel Around INITIAL CLAIM: Section 7.14). If The Error Is The Fault Of The Manufacturer An "Authorization For l'—O" From The End. Inspect All Shipments Prior To Releasing The Tie —downs For Ensure That No Damage Occurs To Ends of The Sheets Or to Side Ribs. The The Fastener Head. Rain Water Or Condensation Moisture Combined With In The Event Of An Error, The Customer Must Promptly Make A Written Or Verbal Corrective Work" Must Be Issued In Writing By The Manufacturer To Authorize The Loads That May Have Shifted During Transit. Packages Should Be Stored Off The Ground Sufficiently High To Allow Air Atmospheric Pollutants (principally Sulfur Dioxides) And Dirt Particles Collect In "Initial Claim" to The Manufacturer For The Correction Of Design, Drafting, Bill Of Corrective Work At A Cost Not To Exceed The Maximum Total Cost Set Forth. Circulation Underneath The Packages. This Avoids Ground Moisture And Deters These Pockets. The Combination Of Pollutants And Water Creates Acid Solutions Materials Or Fabrication Error. Alternative Corrective Work Other Than That Proposed In The "Initial Claim" May REMEMBER SAFETY FIRST: People From Walking On The Packages. One End Of The Package Should Be That Will Cause Corrosion Damage To The Panel And Fastener. Rain May Wash The "Initial Claim" Includes: Be Directed By The Manufacturer In The Of Corrective Work". Only Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From Elevated To Encourage Drainage In Case Of Rain. The Manufacturer Exercises y, But Moisture I. Form Of High Humidity Can Kee These Some Pollutants Away, g y p 1. Description Of The Nature And Extent Of The Errors, Including Quantities. P 9 iAuthorization The Field Service Department May Authorize Corrective Work. Damage During The Unloading Process. It Also Facilitates The Placing Of Slings Caution During Fabrication An Shipping Operations To Ensure That All Panel Stock Areas Wet And Continue The Problem. Overdriven The Fastener Also Forces The 9 2. Description Of The Nature And Extent Of Proposed Corrective Work, p p And Cables Around Members For Later Lifting And Allows Members To Be Bolted Is Kept Dry. However Due To Climatic Conditions, Water Formed By Condensation Sealing Washer From Under The Head Creating A Leak At This Point. Proper IncludingEstimated Man —Hours. FINAL CLAIM: Together Into Sub —assemblies While On The Ground. Extra Care Should Always Be Of Humid Air Become Trapped Between Sheets. Water Can Also Be Trapped Torque Adjustment Of The Screw Gun Or Preferably The Use Of A Depth Gouge 9 1 Y P 9 3. Materials To Be Purchased From Other Than the Manufacturer, Includin 9 The "Final Claim" In Writing Must Be Forwarded By The Customer To The Exercised In The Unloading Operation To Prevent Injuries From Handling Steel And Between The Stacked Sheets When Exposed Rain. This May Discoloration Will Eliminate The Problem Of Overdriven Fasteners. Estimated Quantities and Cost. 4. Maximum Total Cost Proposed Corrective Work And Materials To Be Manufacturer Within (10) Days Of The Completion Of The Corrective Work To Prevent Dama a To Materials And The Concrete Slab. If Water Is Allowed To 9 Remain For Extended Periods In Bundles Of Primed Parts Such As Girts, Purlins, u Caused B Trapped Moisture. The Stain Is Usually Superficial And Has Little Effect Y PP Y P On The Appearance Or Service Life Of The Panels As Lon As It Not Permitted PP 9 It Extremely Important That All Drill Shavings From The Installation Of Panel r Purchased From Other Than The Manufacturer. Authorized B The Manufacturer. y Etc., The Pigment WiII Fade And The Paint Will Gradually Soften Reducing Its Bond To Remain On The Panel. However, Moisture In Contact With The Surface Of The st Fasteners And Fillings From The Saw Cutting Of Panels Be Removed From The "FINAL To The Steel. Therefore, Upon Receipt Of A Job, All Bundles Of Primed Parts panel Over An Extended Period Can Severely Attack The Finish And Reduce The Panel Surface. Corrosion Can Occur In A Matter Of Hours When These Shavings Or SHORT MATERIALS: THE CLAIM" MUST INCLUDE: Should Be Stored At An Angle To Allow Any Trapped Water To Drain Away And Effective Service Life. See Rl-07 Titled "Damage From Condensation Or Trapped Fillings Are Not Removed And Are In Contact With Water Or Condensed Moisture. Immediately Upon Delivery Of Materials, Quantities Are To Be Verified 1. Actual Number Of Man —Hours By Dated Of Direct Labor Use On Corrective Permit Air Circulation For Drying. Puddles of Water Should Not Be Allowed To Water". When Panels Are Pre —Drilled Or Cut In The Stack Prior To Erection All Shavings B The Customer Against Quantities That Are Billed On The Shipping Documents. y g pp g Work And Actual Hourly Rate Of Pay. Collect And Remain On Columns Or Rafters For Same Reason. Must Be Cleaned From Both Sides Of The Panel To Prevent Corrosion Of The Neither The Manufacturer Nor The Carrier Is Responsible For Material Shortages 2. Taxes And Insurance On Total Actual Direct Labor. CAUTION: Panel By These Particles. It Is Imperative That The Roof Be Swept Clean At Least Against The Quantities Billed On The Shipping Documents If Such Shortages Are 9 PP 9 9 3. Other Direct Costs On Actual Direct Labor. The Coat Of Shop Primer Is Intended To Protect The Steel Framing Only For A Care Should Always Be Taken When Walking On Panels. Use Safety Lines And Net Ys 9 Y Dail And Certain) At Job Completion. The Final Cleaning Of The Roof Should Be Y Y P 9 Not Noted On The Shipping Documents When The Material Is Delivered And PP 9 4. Cost Of Materials (Not Minor Supplies) Authorized By The Manufacturer To Short Period Of Exposure To Ordinary Atmospheric Conditions. The Coat Of Shop When Necessary. Panels Are Slippery, Wi e Dr An Moisture Or Surface Material YP Y Y Done Prior To Installing The Gutter So That The Shavings Are Not Deposited Into Acknowledged By The Carrier's Agent. If The Carrier Is The Manufacturer, Claims Be Purchased From Other Than The Manufacturer, Including Copies Of Primer Does Not Provide The Uniformity Of Appearance, Or The Durability And That Has Puddle From Bundles Stored On A Slope. Dew, Frost, Or Other Forms Of A The Gutter And Left To Corrode. Any Other Foreign Objects Or Debris Left By For Shortages Are To Be Made By The Customer To The Common Carrier. If The Paid Corrosion Resistance Of A Field Applied Finish Coat Of Paint Over Shop Primer. Moisture Great) Increase The Slipperiness Of The Panels. Always Assume Panel Y PP Y Construction Personnel Should Also Be Removed From The Roof During The Material Quantities Received Are Correct According To The Quantities Billed On Invoices. Surface Is Slippery And Act Accordingly. Never Walk Of Step On Skylights Or Erection Of The Roof And The Installation Of Such Equipment As Air Condition The Shipping Documents, But Are Less Than The Quantities Ordered Or The 5. Total Actual Direct Cost Of Corrective Work (Sum Of 1, 2, 3, And 4). The Translucent Panels. Units, Etc.. Quantities That Are Necessary To Complete The Metal Building According To The "Final Claims Are Credited To The Customer By The Manufacturer In The Order Documents, Claim Is To Be Made To The Manufacturer. Amount Not To Exceed The Lesser Of The Maximum Total Cost Set Forth Use Wood Blocking To Elevate And Slope The Panels In A Manner That Allows Personnel Walking On The Panel Can Cause Damage. Workmen Should Step Or In The "Authorization For Corrective Work" Or The Total Direct Cost Of Moisture To Drain. Wood Blocking Placed Between Bundles Will Provide Additional Walk In The Broad Flat Areas Of The Panel And Avoid Stepping On The Panel DAMAGED OR DEFECTIVE MATERIAL: Corrective Work. Air Circulation. When Handling Or Uncrating The Panels, Lift Rather Than Slide Ends And Edges Which Can Be Bent By Careless Handling. If This Damage Is Damaged Or Defective Material, Regardless Of The Degree Of Damage, Must be Them Apart. Burred Edges May Scratch The Coated Surfaces When Sheets Are Severe, The Edges Must Be Straighten Prior To Erection Since The Appearance Noted On The Shipping Documents By The Customer And Acknowledged By The " IMPORTANT NOTE " Slid Over One Another. Never Allow Panels To Be Walked On While On The Ground. And/or Weather Tightness Of The Panel Could Be Affected. Dragging One Panel Carrier's Agent. The Manufacturer Is Not Responsible For Material Damaged In Cost Of Equipment (Rental Or Depreciation), Small Tools, Supervision, Overhead Across Another Can Cut Or Abrade The Coating Causing Unsightly Marks On The Unloading Of Packages Or Nested Materials, Including, But Not Limited To: And Profit Are Not Subjected To Claims. Panel Surface. Fasteners, Sheet Metal, "C" And "Z" Sections And Covering Panels That Become Wet And/Or Damaged By Water While In The Possession Of Others. Packaged Or SHIPMENT ARRIVAL TIME: Attempts To Erect Panels During Windy Conditions Should Be Avoided To Prevent Nested Material That Become Wet In Transit Must Be Unpacked, Unstacked And Every Effort Will Be Made To See That The Carrier Arrives At The Jobsite On The Damage And Of Safety Considerations. Dried By The Customer. If The Carrier Is The Manufacturer, The Customer Must Requested Hour. Manufacturer Makes No Warranty And Accepts No Responsibility Make Claim For Damaged Directly To The Manufacturer. If The Carrier Is A For Costs Associated With A Shipment Not Arriving At The Requested Time Unless Drainage Leaving Dirt Piled Against The Exterior Wall Panels At The Foundation Will Cause Common Carrier, The Customer Must Make The Claim For Damage To The A Separate Agreement Has Been Made In Writing For A Guaranteed Arrival Time. Panel Damage. This Dirt May Be Wet or At Least Contain Some Moisture. Mud Common Carrier. The Manufacturer Is Not Liable For Any Claim Whatsoever 'It May Have Splashed Onto The Wall During Construction. Corrosion Damage May Including, But Not Limited To Labor Charges Of Consequential Damages Resulting a Occur Where This Dirt Or Mud Contacts The Panel. In Areas Where Lime From Customer's Use Of Damaged Or Defective Materials That Can Be Detected Elevate Stabilization Of The Soil Is Required, Corrosion Damage From The Soil's Content By Visual Inspection. Will Be Accelerated And Most Likely Be Severe. All Dirt Must Be Removed From The Panel Walls At The Time Of Completion Of Work. Pre —Painted Panels May EXCESSIVE MATERIAL: Require Touch—up If The Coating Has Been Damaged During Handling Or Erection. The Manufacturer Reserves The Right To Recover Any Material Delivered In Excess Of Those Required By The Order Documents. The Appearance Of The Building May Be Affected If Damaged Spots Or Scratches Are Located In Highly Visible Places Such As Around Doors, Windows, Etc.. If OIL CANNING IS NOT A CAUSE FOR REJECTION Damage Is Extensive Then Replacement of The Entire Panel Should Be Considered. Safety Commitment Types Of Finishes Damage From Condensation Or Trapped Water Roof Maintenance Guidelines ever NSte On Light Trcnsmittin Panels SHOP PRIMED STEEL: The Builder/Contractor Is Responsible For Applying And Observing All Pertinent Safety Rules And OSHA Standards As Applicable. 1. Inspect Roof For Damage After Heavy Storms. p g g (LTP's) Or Unattended Roof Panels It Is Extremely Important That The Panels Be Monitored For Evidence Or Trapped All Structural Members Of The Metal Building System Not Fabricated Of Corrosion Water Or Moisture Condensation While Awaiting Erection. High Humidity Conditions Resistant Material Or Protected By A Corrosion Resistant Coating Are Painted With Temperature Cycling Will Cause Condensation Between Panels Within The The Building Manufacturer Has A Commitment To Manufacture Quality Building 2. Inspect And Reseal As Necessary All Roof Curbs And Other Penetrations With With One Coat of Shop Primer Meeting The Performance Requirements Of SSPC Bundle. Condensation Can Occur Frequently Near The Sea Coast or Other Large Components That Can Be Safely Erected. However The Safety Commitment And Urethane Sealant. Paint Specification No.15. The Coat Of Shop Primer Is Intended To Protect The Bodies Of Water. Job Site Practices of The Erector Are Beyond The Control Of The Building Steel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric Manufacturer. 3. Always Get Manufacturer Approval Before Making Any Modifications To The Panels May Collapse Conditions. Shop Primed Steel Which Is Stored In The Field Pending Erection If Jobsite Covers Are Used, They Should Be Tied Away From The Bundle At Roof. If Not Properly Secured Should Be Kept Free Of The Ground And So Positioned As To Minimize Water Corners To Allow Air Circulation Around The Bundle. This Will Help Prevent It Is Strongly Recommended That Safe Working Conditions And Accident Prevention Holding Pockets, Dust, Mud And Other Contamination Of The Primer Film. Repairs Moisture Evaporating From The Ground Or Building Floor From Condensing On The Practices Be The Top Priority Of Any Job Site. 4. Repaint Any Areas That Are Susceptible To Rust As Required. Of Damaged To Primed Surfaces And/Or Removal Of Foreign Material Due To Panels. Plastic Or Other Impermeable Covers Are Not Recommended. Immediate Improper Field Storage Or Site Conditions Are Not The Responsibility Of The Action Is Required If The Panels Are Found To Be Wet From Any Cause. The Local, State And Federal Safety And health Standards, Whether Standard Statuary 5. When Performing Roof Maintenance, Always Take The Following Precautions: Manufacturer. The Manufacturer Is Not Responsible For Deterioration Of The Shop Bundles Must Be Opened And Each Panel Un—Stacked And Thoroughly Dried On Or Customary, Should Always Be Followed To Help Ensure Worker Safety. a. Use Fall Protection And Other Safety Protection As Required. Coat Of Primer Or Corrosion That May Result From Exposure To Atmospheric And Both Sides. Re —Stacking The Panel At A Slight Angle To Each Other To Prevent b. Do Not Walk On Roof Flashing Such As Gutter, Rake, Hip Or Ridge Flash. Environmental Conditions, Nor The Compatibility Of The Primer To Any Field Nesting Will Allow Air Circulation And Assist In Keeping The Panel Dry. In Severe Make Sure All Employees Know The Safest And Most Productive Way Of Erecting A c. Do Not Walk On Light Transmitting Panels (LTP's). They Will Not Support A Applied Coating. Minor Abrasions To The Shop Coat (Including Galvanizing) Caused Conditions Large Fans Can Be Used To Circulate Air Between The Un—Stacked 9 Building. Emergency Procedures Should Be Known To All Employees. Dail Meetings g yy g Person's Weight. g Roof Panels Must Be Completely Attached To The Purlins And To Panels On Either By Handling, Loading, Shipping, Unloading And Erection After Painting Or Panels And Accelerate Drying. Damage To The panel Coating Occurs When Panels h Highlighting Safety Procedures Are Also Recommended. The Use Of Hard Hats, J. Guard All LTP's And Roof Openings. Side Before They Can Be A Safe Walking Surface. Light Transmitting Panels LTP's) Galvanizing Are Unavoidable. (MBMA 2012, Chapter IV 4.2.4). Become Wet And Are Allowed To stay wet. damage Can Occur To Nested Panels Rubber Sole Shoes For Roof Work, Proper Equipment For Handling Material And e. Step Only In The Panel Flat Directly On Or In Close Proximity To A Translucent Panels Can Never Be Considered As A Walking Surface. Within 24 to 48 Hours. This Damage Shows Corrosion And Discoloration Of The Safety Nets Where Applicable Are Recommended Supporting Roof Structural. GALVALUME: Panel Surface And Is Commonly Called Wet Storage. Stain, Zinc Oxidation, Or Partially Attached Or Unattached Panels Should Never Be Walked On! Galvalume Is The Trade Name For A Patented Steel Sheet And Coil Product "White Rust". For The Purposes Of Determining Lift Requirements, No Bundle Supplied By The 6. After Other Trades Have Been On The Roof For Any Reason, Inspect The Roof Having A Coating Of Corrosion Resistant Aluminum —Zinc Alloy. The Mixture Is Manufacturer Will Exceed 4,000 Pounds. For Further Information Also reference For Damage Caused By Workers Including Chemical Or Solvent Spills, Scratches In Do Not: Balanced To Obtain The Coating That Retains The Corrosion Resistance And Heat Tarp The Bill Of Materials For Individual Member Weights Of Structural Members. If The Paint Or Galvalume Coating, Excessive Foot Traffic And Punctures. Make Sure Reflectivity Of Aluminum And Galvanic Protection Of Zinc. The Best Properties Of Additional Information Is Required Contact The Field Service Department. That All Debris Or Scrap Left Behind By Workers Is Removed From The Roof 1. Step On Rib At Edge Of Panel. Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service ICE AND SNOW REMOVAL: Immediately. Avoid Using Cutoff Saws And Welding Equipment Over The Roof. The 2, Step Near Crease In Rib At Edge Of Panel. 9 Life For The Building. Excessive Ice And Snow Removal Should Be Removed From The Roof Immediately Roof Must Adequately Protected. Pre —Painted: To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To FOOT TRAFFIC: 3. Step Within 5 Feet Of Edge On Unsecured Panel. Using Galvalume Steel As A Substrate, Pre —Painted Steel Is Given An Additional remove The Ice Or Snow As This Can Damage The Paint And/Or Galvalume Keep Foot Traffic To A Minimum. Heavy Foot Traffic Can Cause Pending On Low Rust Inhibitor Primer Coat. This Primer Coat Further Increases The Corrosion Coatings. Also Be Careful Around Pipes And Floshing's. Pitched Roofs. This Is Particularly True Just Upslope From The Eove And At A Sin An A Single Roof Panel Must Never Be Used As A Work Platform. An OSHA Approved Resistance. These Coatings Are Applied To The Exterior Surface Of The Panels Be Extremely Careful If Your Roof Has Light Transmitting Panels. These Panels Will Endlaps. Should Be Used For Work Platforms. Consult OSHA S. And Health Y ( Y And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side. Air Circulation Not Support A Person's Weight And Will Be Difficult Or Impossible To See If They Always Walk In The Flat Of The Panel Near A Supporting Roof Structural. Do Not Regulations For The Construction Industry). Safety First! Galvalume And Pre —Painted Steel Can Give Excellent Service For Many Years If A Are Covered With Ice Or Snow. See MBMA Low —Rise Building Systems Manual, Walk On Trim Or In Gutters. Few Rules Concerning Their Care And Maintenance Are Observed. All Of These Appendix A8 For Details On Snow Removal Procedures. These Procedures Should On Bare Galvalume Roofs, Excessive Foot Traffic May Cause Black Burnish Marks. Drawing has been digitally signed. Finishes Are Equally Subject To Damage And Corrosion When Care Is Not Provided. A Softening Of The Paint Film Can Occur With Pre —Painted Steel Under Wet Commence When Half Of The Design Roof Snow Load Is Realized. If Regular Foot Traffic Is Planned For A Roof, Provisions Should Be Made For A PAINT AND COATING MAINTENANCE: Storage Conditions And The Durability Of The Panel Finish Substantially Decrease. DEBRIS REMOVAL: Properly Designed And Installed Walkway System. In Order To Limit Access To The Roof, Roof Hatches Or Access Ladders Should Be Locked At All Times. A Sign �� j� <<%(� Remove Smudge Marks From Bare Galvalume: Bare Galvanized And Galvalume Panels React More Quickly To Surface Oxidation Since They Lack The Additional Protection Of Paint. Zinc Coated Or Galvalume Any Foreign Debris Such As Sowdust,Dirt, Leaves, Animal Droppings, Etc. Will Posted At The Access Site Stating That Only Authorized Personnel Are Allowed On <1�� MVf� f�� Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub With A Clean Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Panels Under Normal Exposure Form A Zinc Aluminum Oxide Film On Their "Weathering' Cause Corrosion Of The Roof, Gutters, Trim, Etc. If Left On The Building Surface The Roof. In Addition A Log Book Should Be Kept Of All Visits To The Roof And The Reason For Such Visits. �*1�j/41 Ad�•••� Surface Allowing A Slow Oxidation Process Called To Occur That For A Long Enough Time. The Roof Should Be Periodically Inspected For Such F� 104� IV Smudge Marks. No Product Will Remove All Smudge Marks. Remove Rust Stains: Inhibits Further Corrosion. In Nested Bundles Constant Contact Of The Panels With Conditions And If Found, They Should Be Rectified In A Manner Consistent With DISSIMILAR METALS: ••. ` rY S • t1l �I • �• Soft Scrub Without Bleach Has Proven To be Somewhat Effective. Rub With A Condensed Or Trapped Water Prevents This Weathering Process. These Roof Maintenance Guidelines. Never Allow Treated Lumber Or Never Allow Your Roof To Come In Contact With, Or Water Runoff From Any n ♦ 0 Apr 12, 2021 ♦ Concrete/Mortar/Grout To Come In Contact With Roof Panels, Especially Galvalume 1�� • No Soft Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of The Zinc or Zinc Aluminum Coating Can Now Occur And May For Extended Periods Of Time. Dissimilar Metal Including But Not Limited To: • 54510 . '� Stain. No Product Will Completely Remove Rust Stains. Lead To "Red Rust" In A Short Time. If Discoloration Or Stains Are Minor A Copper, Lead Or Graphite, This Includes Copper And Arsenic Salts Used In Treated Lumber, Calcium Used In Concrete, Mortar And Grout. �► • . � * To Touch —Up Scratches In Paint (Not Bare Metal): Household Cleaner Of The Type Used On Porcelain Sinks And Bathtubs May Be PERIODIC INSPECTION: + � Clean Area To Be Painted With Mild Detergent. Rinse Thoroughly And Dry. Used To Remove Stains. Wire Brushing Or Abrasive Materials Should be Avoided All High —Strength Shall Be Periodically Be Inspected For Tightness. Particularly In Using A Small Artist's Brush, Lightly Apply A Minimal Amount Of Color Matched Touch —Up Pain Required To Fill/Cover The Scratch. Contact The Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant Damage Should Be Replaced By The Buyer Prior To Erection. Crane Buildings And After Seismic Or Wind Activity. The Crane Manufacturer Will Specify A Minimum Period But It Should Not Exceed Two Years. ,� .� • '• r 4 Building Manufacturer For Assistance With Ordering/Purchasing Touch ,( 13 I. STATE —Up Paint As Needed. DRAINAGE: ♦ O O� : f•� 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water Quickly Drain From The Roof. • � J� • `� ��, • 2. Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This • j h t ` V••� ♦ \`_(� •• V R A Blocks The Flow Of Water And Hold Moisture. �•••..... �I Page 3. Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The Pact .(1 \ ' xjVg1 A► A��.'�,� f1 f V 11 R1 4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature ` �1`8t11111'13 Erection Guide DatRev Corrosion. Jul.'17 07 Expires 02-28-2023 Erection Tolerances General Erection Notes Building Anchorage 1. To Determine That The Foundation Is Square, Measure Diagonal Dimensions To Be Sure They Are Of Equal Length. 2. To Determine That The Foundation Is Level, Set Up A Transit Or Level And Use A Level Rod To Obtain The Elevation At All Columns. 3. Carefully Check The Location Of All Anchor Rods Against The Anchor Rod Setting Plan Furnished By The Manufacturer. All Dimensions Must Be Identical To Assure A Proper Start—up. Pre —Erection Notes The Following Notes, Procedures And Suggested Recommendations Are Important Parts Of The Pre —Erection Process. 1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check The Job Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size And Location. The Drawing Shown Below Indicates A Method Which May Be Used To Check The Foundation And Bolts For Square. 24' Anchor Rods agonals Should Equal Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If The Diagonal Distance Between These Points Is As Noted, The Corner Is Square. Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts Are Set Square. It Is Extremely Important That Anchor Rods Are Placed Accurately And In Accordance With The Anchor Rod Setting Plan. All Anchor Rods Should Be Held In Place With A Template Or Similar Means, So That They Will Remain Plumb And In Correct Location During The Placement Of The Concrete. A Final Check Should Be Made After Completion Of The Concrete Work And Prior To The Steel Installation. This Will Allow Necessary Corrections To Be Made Before Costly Installation Labor And Equipment Arrives. Template Form Board Anchor Rods Sheeting Notch (See Anchor Rod Plan) �BE Ii Sheeting Notch Shown But May Not Be Required (See Anchor Rod Plan) Projection Of Anchor Rods (D) Given On Anchor Rod Plan Sheeting Notch (See Anchor Rod Plan) Steel Line Form Board B E Template c� Dimensions A, B, \And C Given On Anchor Rod Plan AISC Code Of Standard Practice For Steel Building And Bridges Tolerances For Setting Anchor Rods Anchor Rod Diameter. Inches (mm) 'Horizontal Variation. Inches (mm) J" and J" (19 And 22 mm)" (6 mm) 1", 1j", 1}" (25, 31, 38 mm) ng" (10 mm) 1i", 2", 2J" (44, 50, 63 mm) " (13 mm) Specified Column Centerline Steel Line Bottom Of Base Plate - - E �E oa E Concrete ' Elevation ' �* ANCHOR ROD SETTING TOLERANCES Erection Guide R2 BASE PLATE AND ANCHOR ROD TOLERANCES . Horizontal Variations Vary Depending On Anchor Rod Diameter. See Above ERECTION BRACING: It Is The Responsibility Of The Erector To Determine, Furnish And Install All Temporary Supports Such As Temporary Guys, Beams, Falsework, Cribbing, Or Other Elements Required For The Erection Operation (In Accordance With Section 7.10.3 Of ANSI/RISC 303, Code Of Standard Practice For Steel Building And Bridges). COLUMN ALIGNMENT TOLERANCES Tolerance (i) Height H/500 10' 12'" 15' d" 20' 25' t•• 30'^ 45',• 60' �.. T leg range I I I I I I 11 500 I I I I I I I ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES r Sidewall r r 500 500 500 i J500 500 L — 500 L 1 Sidewall 1 1 Sidewall Plan View MEZZANINE BEAM HEIGHT TOLERANCE 1.) All Structural Framing Members, Purlins, Girts, Clips, Flange Braces, Bolts, Bracing Systems, Roof And Wall Panels, Etc. Must Be Installed As Shown On Erection Drawings. 2.) It Is Extremely Important, Especially During Construction, That Panels At The Eaves, Rakes And Ridges Be Kept Secure. Panel Cautions And Notes To Minimize Potential Of Corrosive Action At The Bottom Edge Of Wall Panels, The Contractor Must Assure That The Following Procedures Are Followed: 1.) The Concrete Foundation Should Be Cured For A Minimum Of Seven (7) Days Before Wall Panels Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Panels Can Undergo Varying Degrees Of Corrosive Attack When In Direct Contact With The Concrete.) After The First Week Of The Curing Cycle, The Reaction Between Metallic Coatings On Steel And The Concrete Is Essentially Halted. 2.) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel. 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. Wall Panel Clean Dirt From Around Panel Base Panel Notch Shown Foundation Or Base Trim r Slope Finished Grade Away From Building Fastener Installation Correct Fastener Installation Is One Of The Most Critical Steps When Installing Roof/Wall Panels. Drive The Fastener In Until It Is Tight And The Washer Is Firmly Seated. Do Not Overdrive Fasteners. A Slight Extrusion Of Neoprene Around The Washer Is A Good Visual Tghtness Check. Always Use The Proper Tool To Install Fasteners. A Fastener Driver (Screw Gun) With A RPM Of 1700-2000 Should Be Used For Self —Drilling Screws. A 500-600 RPM Fastener Driver Should Be Used For Self —Tapping Screws. Discard Worn Sockets, These Can Cause The Fastener To Wobble During Installation. NoteeL Always Remove Metal Filings From Surface Of Panels At The End Of Each Work Period. Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. t t- it Correct Compression Too Tight Compression Too Loose Compression Of Sealing Washer Of Sealing Washer Of Sealing Washer Tape And Tube Sealant Proper Tape And Tube Sealant Application Is Critical To The Weather Tightness Of A Building. Tape Sealant Should Not Be Stretched When Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On The Roof That Can Be Installed In A Day. During Warm Weather, Store Sealants In A Cool Dry Place. During Cold Weather (below 60') Sealants Must Be Kept Warm (60°-90') Until Application. After Tape Sealant Has Been Applied, Keep Protective Paper In Place Until Panel Is Ready To Be Installed. Important Note All Details, Recommendations And Suggestions Contained In This Erection Guide Of This Drawings Set Are For General Guidelines Only, And Not Meant To Be All—inclusive. Industry Accepted Installation Practices With Regard To All Areas Not Specifically Discussed In This Section Should Be Followed. Only Experienced, Knowledgeable Installers Familiar With Accepted Practices Should Be Used To Assure A Quality Project. It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal Building Components And Is Not Engaged In The Installation Of Its Products. Opinions Expressed By The Manufacturer About Installation Practices Noted In The Erection Guide Are Intended To Represent Only A Guide. Both The Quality And Safety Of Installation And The Ultimate Customer Satisfaction With The Completed Building Are Determined By The Experience, Expertise, And Skills Of The Installation Crews, As Well As The Equipment Available For Handling The Materials. Actual Installation Operations, Techniques And Site Conditions Are Beyond The Manufacturers Control. Drawing has been digitally signed. MIVIuG�[f�y,�� Apr 12, 2021 ` . * .•��C � lV S�;• 9�1.�� No 54510 o. • . * r r r '33 • STATE OF tt/ ♦ : j•" •�a Expires 02-28-2023 PBR Roof Panels Suggested Method Of Purlin Attachment For Building Accessories Roof Jack Installation when Not Supplied By Building Manufacturer Note: Roof Panel For PBR Roofs With Ridge Panels, It Is Recommended That Both Sides Of The Ridge Be Sheeted Simultaneously. This Will Keep The Insulation Covered For The Additional Insulation May Be Required To Fill Purlin Purlin General Installation Notes ? Do Not Use Galvanized Roof Jacks, Lead Hats, Or Other Residential Grade Roof Jacks. Maximum Amount Of Time And The Panel Ribs Can Be Kept In Proper Alignment The Eave Strut And Purlin These Roof Jacks Do Not Have 20 Year Service Life And In Case Of Lead Hats Will For The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Caps Prevent Condensation * 2 Fasteners Cause Galvanic Corrosion Of The Roof Panel. Can Be Properly Installed. Check For Proper Coverage As The Sheeting Progresses. In Certain Climate Regions Minimum ? Use EPDM Rubber Roof Jacks With An Integral Aluminum Band Bonded Into The Insulation .Maximum Perimeter Of The Base. EPDM Roof Jacks Have A Tem erature Ran eFrom —65F To P 9 (Not By Metal Building Maximum > > 212F. Use Silicone Roof Jacks For High Temperatures. Silicone Roof Jacks Have A Double Faced Tape Manufacturer) * Clip Temperature Range Of —1007 To 4377. To Be Used To Secure * Clip * Fastener ? Retrofit Roof Jacks Are Available For Applications In Which The Top Of The Pipe Is Insulation. Note: * Hanger Type Adapter Inaccessible, Eliminating The Possibility Of Sliding The Roof Jack Over The Top Of The (Not By Metal Building Trim Insulation And Turn Vinyl * Hanger g Pipe. Manufacturer) Back. Insulation Must Not Be * Hanger LB. * 2 Fasteners ? Do Not Use Tube Sealant To Seal The Roof Jack To The Roof Panels. Use Roll Tape Exposed To Weather P 100 LB. Maximum Minimum 100 LB. Ma Sealer Between The Roof Jack And The Roof Panel And Attach The Roof Jack To The Wall Panel Maximum Maximum Roof Panel With Fastener #4 s — 14 X §'• LL SD W/washer At 1" O.C. Around The nsulation Base Of The Roof Jack. See Table Below For Quantities. 0 Fiberglass Insulation (Not By Metal Building Clip Connection Clip Connection Fastener Type Adapter ? Trim The Top Of The Roof Jack To Fit Over The Pipe, Roll Down The Roof Jack Over To OUTSIDE Of Building Manufacturer) TO Purlin Web TO Purlin Flange TO Purlin Flange The Pipe And Apply Tape Sealer For The Perimeter Of The Roof Jack Base Between jInsulal,'on Vapor Barrier To The Roof Jack And The Roof Panel. Apply Tape Sealer Around The Pipe And Install A INSIDE Of Building Stainless Steel Clamp (Not By Bldg. Mfr.) Over The Top Of The Roof Jack And Firmly Purlin Purlin Tighten To Form A Secure Compression Seal. 0IfThPi im rl r T I kTh Flw fW r wn Th R fPnl A e e D a ete s So La e o 8 oc e o 0 ate Do e oo a eP ,EaveDeta,l9See Erection Drawin Flat Base Roof Curb Must Be Installed Into The Roof And The Roof Jack Will Be s ( 9) * 2 Fasteners 1M aximum Sealed To The Curb. A Two Piece Curb May Be Required When The Top Of The Pipe Is Insulation Endwall Panels Insulation Minimum * Clip Maximum naccessible. nNorthern Climates, The Pipe Penetration Should Be Protected From Moving Ice Or idewall Panels '%% (Not By Metal Building Snow With A Snow Retention System Immediately Up Slope From The Pipe. Wall Panel !%% Manufacturer) Note: * Angle * Angle Panel Profile Varies Install The First Run Of Roof Panels Across The Building From Eave To Eave Or Trim Insulation And Turn Vinyl * Hanger * Hanger Eave To Ridge. To Allow Proper Installation Of The Rake Trim, The Starting Back. Insulation Must Not Be III * 2 Fasteners * 2 Fasteners Location For The First Panel Must Be As Shown In The Rake Details Included With Exposed To Weather P 150 LB. Maximum 1 Maximum Minimum Minimum 00 LB The Erection Drawings. When The First Run Is Properly Located And Aligned With 9 P Y 9 .. Finish Floor At Each Purlin A h P rlin t Each u The Correct Endlaps And Eave Overhangs, Fasten To Purlins. Roof Panels Should Angle Connection CCU Connection a Be Installed So That The Sidelap Is In A Direction Away From Prevailing Wind. TO Purlin Flange Refer To Appropriate Lap Details Included With The Erection Drawings. TO Purlin Web Install Remaining Roof Insulation And Panels. To Avoid Accumulative Error Due To j* Panel Coverage Gain Or Loss, Properly Align Each Panel Before It Is Fastened. 0o not mstou Podia cops of any kmd on Occasional Checks Should Be Made To Ensure That Correct Panel Coverage Is Base Detail the Flange of the Maintained. Special Attention Should Be Given To Fastener, Sealant and Closure (See Erection Drawings) Purlin Correct Incorrect Requirements. Refer To Details Included With The Erection Drawings. At Finishing End Of Roof, The Last panels May Require Field Modification For Sidewall Panels Should Be Installed So That The Panel Sidelap Is In A Direction Installation Of Rake Trim. Refer To Rake Details Included With The Erection Away From The Prevailing Wind. Refer To Appropriate Lap Detail Included With * Denotes Material Not Provided By Metal Building Manufacturer. Drawings. DO NOT BACK LAP THROUGH FASTENED ROOF PANELS. Erection Drawings.) The Total Hanger Load Shall Not Exceed The Design Collateral Load For g q Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Panel. NOTE: Roof Types And Installation Requirements Will Vary. Refer To The Note: The Building. Example: 5'-0 (Purlin Spacing) X 5•-0 (Hanger Spacing) X 6 PSF (collateral Load) Cannot Encompass More Than 75% Of Panel. Appropriate Details For Specific Panel Used. IMPORTANT: Loose Fasteners, Blind Rivets, Drill shavings, Etc.. Must Be Removed Check Periodically To Ensure That All Panels Are Aligned And Plumb. — 150 Lbs. See Cover Sheet For Design Collateral Load For This Building. Panel Profile Varies Vent Pipe From The Roof To Guard Against Corrosion. Note: If The Building Is Designed For 0 PSF Collateral Load, Then Adding (Not By Bldg. Mfr.) Pre —Drilled Any Suspended System (i.e. Duct Work, Piping, Lights, Ceilings, Etc.) Will Correspondingly Reduce The Design Live Load. Stainless Steel Clamp Roll Roof Jack (Not By Bldg. Mfr.) Down Wall Panels Template Sheet Roof Jack Roof Curbs When Not Supplied By Building Manufacturer Proper Horizontal And Vertical Alignment Of Supporting Structure (Girts Or Other Fastener #4 Framing) Is The Responsibility Of The Installer. Failure To Align The Secondary STEP 1 J-14 x yg'• LL SD W/Washer members Properly Prior To Wall Installation Can Have A Direct Impact On The At 1" O.C. Final Appearance And Performance Of The Installed Wall System For Which The Metal Building Manufacturer Is Not Responsible. Curb Base Length Before Installing Wall Panels, The Girts Must Be Aligned To A Level Position So HiiThat ThereIs No Visible Sag. This Should Be Done Directly Ahead Of Panel 1•-0'• Min.Installation. Endlap One Run Tri—Bead Tape Sealer Vent Pi e oof Curb J" x A" HW504PGirt (Not By Bldg. Mfr.) Leveling May Be Accomplished By Standing A Section Of Gable Angle Vertically Against The Outside Girt Flanges At Approximate Mid —bay Location.When E.o Girts Are Level, Attach The Girt Flanges To The Angle With Vise Grip Pliers c,= 4" MOr j Stainless Steel Clamp Tri—Bead Tape Sealer Temporary Screws. Wood Blocking Cut To Fit The Spaces May Also Be Used Roof Pane, (Not By Bldg. Mfr.) J" x J" HW504 For Alignment. oof P Roof Jack Note: Girt Blocking Is Not Recommended On Concealed Fastener Panels. The Stacked SheetsTemporary To Be Drilled urlin Line Floating Panel Fastener #4 STEP 2 Removal Of The Blocks After Panel Installation Can Cause Oil Canning. Supporte 1_ a 14 x J" LL SD W/Washer Fram ® Indicates Roof Panel Support location A Indicates Curb Base Support location At 1'• O.C. Up Lift Plate Eave Strut Keep Edges and Ends (If Required Curb Base Of Panel Aligned Tri—Bead Tape Sealer J" x Screw Alignment Panel Section "A" < (Insulated When Specified) HW504 Vent Pipe (Not By Bldg. Mfr.) Girt (Through Fastened Panel Only) Roll Roof Jack Up Over HW504. Note. Stainless Steel Clamp Install Stainless Steel Clamp And Wood Blocking After Drilling Panels, It Is Important To Clean Metal Filings Off All Panel Surfaces, (Not By Bldg. Mfr.) Tighten Around Roof Jack. Including Between Panels That Are Not Installed That Day, To Avoid Rust Stains. Cell Cap Down Cell Cap Up D Hill Outside Hill Inside Note: 0o Jack Wall Panel Type And Installation Details Will Vary. Refer To The Erection Drawings STEP 3 Drawing has been digitally signed. Fastener #4 9 9 Y 9 And Details For The Specific Panel Used For Your Building. Panel Rib Profile 1-14 x b" LL SO W/Washer At 1" O.C. Sidewall Insulation Contact Tape The Curb Details Shown Illustrate The Building Manufacturers Recommended Curb Style And Installation Method. It Is The Erector/Installers Responsibility To Provide �%� �V 111 Must Meet Endwall The Proper Curb Style And Install Them In Accordance With The Procedures !!!!!! A+ Insulation To Seal Insulation Established By These Details. Failure By The Erector/Installer To Follow These �+ c•� •ryn` Tri—Bead Tape Sealer S" x •••`G ENV Corner Recommendations May Result In The Curbs Damaging The Roof System Or • '•��,�j Excluded From Warranties. I Q : • �l 40 Apr 12, 2021 . ,r Base Angle/Trim • No 54510 Wall Panel Contact Tape All Roof Curbs To Be: 1..080 Aluminum Or 18 Go. Stainless Steel (No GolvalumeO Or Galvanized). •r * : * it 2. Panel Rib To Panel Rib (No Flat Skirt Or Lay —Over Curbs). * �' If Walls Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Base 3. Installed With Down Hill End Over Panel And Up Hill End Under Panel Application And Eave, Place A Continuous Run Of Contact Tape Along The Eave Strut And Base Member. For Water Flow At Panel Splice. ♦ : �" �• 4. Up Lift Prevention For Clip Applied Roof Systems Are Required If: Wind Exceed 110 MPH. • �. STATE OF ;�4U,% Natia: a. Loads +, At The Base, Cut Off The Insulation A Minimum Of I" Above The Bottom Of The Wall Panel. This Will Prevent The Insulation From Hanging Below The Wall Panel b. Curb Base Crosses A Purlin. 5. Supported on (4) Sides By Primary Or Secondary Framing. �j �• iC` l P �� 0 �• h �•• And Wicking Moisture. 6. Maximum Single Curb Weight Recommended Is 1500 Lbs. •.: V t ,� I� s^ •R ••••••• 1 j1111�Q A' A' ; i tY Page R3 ��'+,�1 Erection Guide Date Rev Jul '17 06 Expires 02-28-2023