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Home My WebLink About17-B-86402-A_1 Final 1.11.21 PROJECT NOTES ENGINEERING DESIGN CRITERIA Drawing Index Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members Page Description HERITAGE conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min. yield, except flanges wider than 12" and Building Code............................................... FBC 17 thicker than 3/8", all flanges thicker than 1", and all webs thicker than 3/8" are 50 ksi min. yield. Rod Building Risk Category................................ II - Normal 0 C1 COVER SHEET X-bracing conforms to ASTM A529 or ASTM A572 with 50 ksi min. yield. Cable X-bracing conforms to ASTM A475 Roof Dead Load F1 ANCHOR BOLT PLAN 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 Superimposed.................................... 2.340 psf Y 9 9 F2 ANCHOR BOLT REACTIONS BUILDING SYSTEMS and rectangular HSS conforms to ASTM A500 Grade B. Cold-formed steel secondary framing Members conform to Collateral........................................... 6 psf (Total) ASTM A1011 or ASTM A653 Grade 55 with 55 ksi min. yield. (0.00 psf Ceiling 6 psf Other) F3 ANCHOR BOLT DETAILS Roof Live Load......................20.00 psf Yes reduction Established 1979 The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and E1 ROOF FRAMING PLAN Ido or any special inspections that may be required by the local building authority during erection (including inspection Snow El 14 F1 of the high strength bolts or field welds as required during erection. The coordination and the costs associated Ground Snow Load P 0.00 psf E2 ROOF SHEETING PLAN MEAL BUILDING MANUFAGFURERS ASSOCIATION 9 9 ) q 9 ( 9).................. for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. Snow Load Importance Factor (Is) 1.00 E3 FRONT SIDEWALL DITEDo Snow Exposure Factor (Ce)............. 1.00 72 ACCRE AC aDI Design is based upon the more severe loading of either the roof snow load or the roof live load. Thermal Factor (Ct)......................... 1.00 Al E4 BACK SIDEWALL BUILDER/CONTRACTOR RESPONSIBILITIES are given within order documents and are applied in general accordance with the a Flat Roof Snow Load (Pf)............... 0 psf Loads, as noted, gpp gpplicable E5 LEFT ENDWALL Drawing Validity - These drawings, supporting structural calculations and design certification are based on the 0 order documents as of the date of these drawings. These documents describe the material supplied by the provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer Minimum Roof Snow Load (Pm)..... 0.00 psf manufacturer as of the date of these drawings. Any changes to the order documents after the date on these declares or attests that the loads as designated are proper for the local provisions that may apply or for site Wind E6 RIGHT ENDWALL drawings may void these drawings, supporting structural calculations and design certification. The 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. Ultimate Wind Speed (Vint)............. 124 mph E7 FRAME costs SECTION Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which / 9 p � Nominal Wind Seed Vasd 124 mph IBC Section 1609.3.1 result in changes to the drawings, supporting structural calculations and design certification. p ( ............. p ( ) DET1-22 STANDARD DETAILS This project is designed using manufacture's standard serviceability standards. Generally this means that all Serviceability Wind Speed................. 87 mph stresses and deflections are within typical performance limits for normal occupancy and standard metal building Wind Exposure Category................. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the YP P P Y 9 R1-R3 INSTALLATION SHEETS 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 Internal Pressure Coefficient (GCpi) 0.18 / -0.18 Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product stated in the contract documents. Loads for components not provided by building specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of manufacturer. standard practice June 15 2016 Section 4.2.1, 4.4.1) This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) Wall Edge Zones 54.15 psf pressure must be designed to withstand the specified wind loading for the design of components and cladding in -72.06 psf suction accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind Other Wall Zones 54.15 psf pressure Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and velocity is reached. -58.66 psf suction specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor These values are the maximum values required is responsible for securing all required approvals and permits from the appropriate agency as required. Using 5x5 eove gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method based on a 10 square foot area. outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these Components with larger areas may have lower DRAWING STATUS Builder is responsible for State, Federal and OSHA safety compliance - The Builder/Contractor is responsible for drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 25 feet with wind loads. applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. the first downspout from both ends of the gutter run within 25 feet of the end. Downspout spacing that does ❑ FOR APPROVAL not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout These drawings, being For Approval, are by Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in system as provided by the manufacturer is designed to accommodate 11.0 in/hr rainfall intensity. definition not final, and are for conceptual compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, representation only. Their purpose is to braces, false work or other elements required for erection will be determined, furnished and installed by the confirm proper interpretation of the project erector. (AISC Code of Standard Practice June 15 2016 Section 7.9.1, 7.10.3) DEFLECTION CRITERIA documents. Only drawings issued The material supplied b the manufacturer has been designed with the "For Erector Installation" can be considered Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal PP Y 9 as complete. Building plans will govern. (AISC Code of Standard Practice June 15 2016 Section 3.3) following minimum defection criteria. The actual deflection may be less depending on actual load and actual member length. ❑ Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the BUILDING DEFLECTION LIMITS...: Building A FOR CONSTRUCTION PERMIT responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria These drawings, being for Permit, are by concerning any interface between materials if furnished as a part of the order documents, the manufacturers Roof Limits Rafters Purlins Panels definition not final. Only drawings issued assumptions will govern. Live L/ 180 180 60 Roof and wall panels have been designed in accordance with section "For Erector Installation" can be considered Snow L/ 180 180 60 222.4 of the Florida Building Code, Sixth Edition (2017). Product approval as complete. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has Serviceability Wind L/ 180 180 60 numbers for the State of Florida, Department of Community Affairs per been designed according to the Building Code and specifications and the loads shown on this drawing. Total Gravity L/ 180 180 60 Product Rule 913-72: ❑ FOR ERECTOR INSTALLATION Modification of the building configuration, such as removing wall panels or braces, from that shown on these Total Uplift L/ N/A N/A 60 plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Final drawings for construction. Structural Engineer should be consulted prior to making any changes to the building configuration shown on Frame Limits Sidesway Portal Frame Sidesway FL1186a.1 these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the PBR ROOF PANEL building not indicated on these drawings. Live H/ 60 FL11917.5 Snow H/ 60 PER WALL PANEL For questions or assistance Foundation Design - The Metal Building Manufacturer is not responsible for the design, materials and Serviceability Wind H/ 60 Concerning Erection call: workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only Seismic Drift H/ 40 40 location, diameter and projection of the anchor rods required to attach the Metal Building System to the Service Level Crane H/ 100 1 -800-643-5555 foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for Portal Service Wind H/ N/A 60 specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete Total Gravity H/ 60 Monday-Friday 7:30am to 5:00pm foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed Service Seismic H/ 50 50 loads, and the bearing capacity of the soil and other conditions of the building site. Wall Limits Limit (MBMA 12 Chapter 4 Section 3.2.2 and Appendix A3) Total Wind Panels L/ 240 Total Wind Girts L/ 240 ENGINEERING SEAL Total Wind EW Columns L/ 240 REV-1: MADE MINOR CHANGES IN C1,E4 & E5 The engineer whose seal appears hereon is The Service Seismic limit as shown here is at service level loads. on employee for the manufacturer for the materials described herein. Said seal or "The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be certification is limited to the products Download panel installation manuals from: attached to the purlin web. This may not be appropriate for heavily concentrated Ioads.Any attached load in designed and manufactured b manufacturer www.ncimanuals.com excess of 150 pounds shall be accounted for b -special design performed b a licensed engineer using 9 y .i P Y P 9 P Y 9 9 only. The undersigned engineer is not the concentrated loads and may require separate support members within the roof system." overall engineer of record for this project. Desca ❑ _ www.ncimanucls.com Ids manuales de instalacibn del panel desde: � ■ www.ncimanuals.com Building Descriptions Drawing has been digitally signed. Building ID Width(ft) Length(ft) Height(ft) Slope `%%l ttjttttt, Building A 80 125 20 :12 Mu�l•��,, 1/2"0 A325 BOLT GRIP TABLE •7-T�J GRIP LENGTH BOLT LENGTH NOTE: •••`�e NS�• 9��I� DEEMED TO HAVE BEEN MET I �I Jan 07j 02� � ••• •• l FULL THREAD ENGAGEMENT IS ISSUE DATE DESCRIPTION BY CK'D DSN I� 0 TO 9/16" 1 1/4" F.T. 1r �' r 40 Over 9/16" TO 1 1/16" 1 3/4" F.T. WHEN THE END OF THE BOLT A 11 19 20 FOR CONSTRUCTION PERMIT KKK PNR ASJ IF I��I ��,. ��"lI ! „�� 2612 DRIBBLE STREET ;ft. • No 54910 •� i IS FLUSH WITH THE FACE OF / / JIL-IL.�III- Il. ��Ily j,,N KKK PNR ASJ ,C„I]1��1�L��,;1 NORTH LITTLE ROCK, AR 72114 Over 1 5/16" TO 1 9/16" 2 1/4" THE NUT. 0 1/5/210 FOR REV FORCTOR ERECTORINSTAOLATION KKK PNR ASJ Er�_7�.1_.�1'1CC�d�C_ ;If 1979 1,,�.��_,.TI'��.� 1-800-643-5555 �+s n,a��ur,e�_s Over 1 9/16" TO 1 13/16" 2 1/2" ?WASHER REQUIRED ONLY WHEN SPECIFIED. �PROJECT: TODD THOMPSON + STATE OF . W Over 1 13/16" TO 2 1/16" 2 3/4" GRIHER MAY BE LOCATED UNDER HEAD i • ••j,BOLT, UNDER NUT, OR AT BOTH AT CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �i'� ..� LOCATIONS OF BOLTS LONGER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. • . p R 1 46 NOTED F.T. ERECTION DENOTES FULLY TINGS HREADEDTHICKNESS TO DETERMINE32" FOR EACH SGRIp TO MATERIAL LOCATION: FORT DATE PIERCE, FL,349SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE � "III/0NAi-fE%oN ttttititl't; Rev. 4/16/2020 1/05/21 N.T.S. 1 A 17-B-86402 C1 0 Expires 02-28-2023 O Dia= 5/8" 1 125'—O"OUT—TO—OUT OF STEEL 6 0 Dia— 3/4" 2 3 4 5 25'-0" 25'-0" 25'-0" 25'-0" 25-0" Dia=1" 4" 24'-8" 20'-8" 3'-4"1'— 18'-8" 3'- 1 1/2" 1 1/2' 00 \ � X—Bracing X—Bracing 00 J Z _ I I �JJ _ � J D l 3'-0 3/4" E G _ G G G U 12'-0" , H N oo c H H B , Lch U o H o 0 w H ol cH G 00 o F HA N � o c CD - W D 0 E ^ m X O I — c H E O D A a CDoo 0 O - I co B �A cH c Ln ro ol CD H � H v 2'-0 3/4' oocJE G G G G F I—) o o A JJ C 2 K K A 1 1/2" X—Bracing X—Bracing 1 1/2' co 4" 24'-8" 18'-8" 3' "4' 12'-0" 9'-0" 24'-8" 4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" STEM 1 2 3 4 5 6 Drawing has been digitally signed. 1 1�2 FIN. FLOOR ANCHOR BOLT PLAN �t IMU� �',fi E NOTE: ALL BASE PLATES @ 100.0' (U.N.) ISSUE DATE DESCRIPTION BY CK'D DSN , i fan 07, 2021 % `• / ��, ASSUMED FINISH FLOOR @ 100.0' (U.N.) 0 11/19/20 FOR ERECTOR INSTALLATION KKK PNR ASJ "I " ' �� ,"1' """� 2612 GRIBBLE STREET '�+ �� `} � i N :IE 31 11 .rlf i'�]I I[, i►L�ui.l._•t _ _cn 11 NORTH LITTLE ROCK, AR 72114 .. • w J',��«,r��..�,-liP��liC� :..ii�I�C)��l_4��1�:"i 1-800-643-5555 ' `/*y. •' / STATE OF tt/ Q PROJECT: TODD THOMPSON i �CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �r'� ':�j O R t O P• `N `�� LOCATION: FORT PIERCE, FL,34946 fI� �/•'•••••'ra��, CONCRETE NOTCH DETAIL_ CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II�QNA��E1��, 11/19/20 N.T.S. 1 A 17—B-86402 F1 0 =x fires 02-28-2023 GENERAL NOTES ENDWALL COLUMN: ANCHOR BOLTS&BASE PLATES FRAME LINES: 2 3 4 5 1.THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS Frm Col Anc._Bolt Bose-Plate(in) Grout AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS Line Line Qty Din Width Length Thick (in) (1 (a1 OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS COLUMN LINE WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 1 J 4 0.625 6.000 10.00 0.375 0.0 1 2. REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACH LOAD 1 H 4 0.625 6.000 10.50 0.375 0.0 GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE 1 F 4 0.625 6.000 10.00 0.375 0.0 REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND 1 D 4 0.625 6.000 10.00 0.375 0.0 DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES 1 B 4 0.625 6.000 10.00 0.375 0.0 AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE 1 A 4 0.625 6.000 10.00 0.375 0.0 FACTORS USED IN THE FOUNDATION DESIGN. 6 A 2 0.750 7.000 10.00 0.250 0.0 3.THE MANUFACTURER DOES NOT PROVIDE"MAXIMUM"LOAD 6 C 4 0.750 6.000 10.00 0.375 0.0 COMBINATION REACTIONS. HOWEVER,THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER 6 E 4 0.750 6.000 10.00 0.375 0.0 TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER 6 G 4 0.750 6.000 10.00 0.375 0.0 DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION 6 1 4 0.750 6.000 10.00 0.375 0.0 H H DESIGN 4.THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE 6 J 2 0.750 7.000 10.00 0.250 0.0DESIGN 4 TRANSFER FOF FORCES BETWEEN THE ANCHOR BOLT DITHE BASE PLATE AND THE AMETER ONLY TO PERMIT TME NOTES FOR REACTIONS V �v ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER BUILDING REACTIONS ARE BASED ON OF FORCES TO THE FOUNDATION.THE METAL BUILDING THE FOLLOWING BUILDING DATA: MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR WIDTH THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION LENGTH((Ff) = 8225 RIGID FRAME: ANCHOR BOLTS&BASE PLATES EMBEDMENTS.THE END USE CUSTOMER SHOULD ASSURE HIMSELF SAVE HEIGHT FT) = 20/20 THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION ROOF SLOPE rise/l2) = 1.0:12/ 1.0:12 DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE DEAD LOAD psf) = 2.340 Frm Col Anc._Bolt Base-Plate (in) Grout BUILDING,OTHER IMPOSED LOADS,AND BEARING CAPACITY OF COLLATERAL LOAD(psf) = 6(Total) Line Line Qty Did Width Length Thick (in) THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. (0.00 psf Ceiling 6 psf Other) T IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF ROOF LIVE LOAD(psf) = 20.00 Yes reduction 2* J 4 1.000 8.000 13.00 0.625 0.0 THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL FRAME LIVE LOAD(psf) = 12 2* A 4 1.000 8.000 13.00 0.625 0.0 ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, ROOF SNOW LOAD Upsf) = 0 (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) GROUND SNOW LOAD(psf) = 0.00 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. WIND SPEED(MPH) = 160 2* Frame lines: 2 5 (UNLESS NOTED) WIND CODE = FBC 17 6.ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS EXPOSURE = C NOTED OTHERWISE. CLOSED/OPEN = Closed RIGID FRAME: ANCHOR BOLTS&BASE PLATES IMPORTANCE-WIND = 1.00 NOMINAL WIND SPEED(Vasil) = 124 mph (IBC Section 1609.3.1) SERVICEABILITY WIND SPEED = 87 mph Frm Col Anc._Bolt Base-Plate (in) Grout Line Line Qty Did Width Length Thick (in) REACTION KEY: WIND Left/Right 1 - (with +GCpi Internal Pressure) 3* J 4 1.000 8.000 13.00 0.625 0.0 WIND Left/Right 2= (with -GCpi Internal Pressure) 3* A 4 1.000 8.000 13.00 0.625 0.0 Wind-Long 1 =Wind Load Case B at Left EW Wind-Long 2 =Wind Load Case B at Right EW 3* Frame lines: 3 4 MIN-SNOW=Minimum Snow(Pm) per code E#UNB_SL_L= Endwall Unbalanced Snow Left E#UNB_SLR =Endwall Unbalanced Snow Right RIGID FRAME: BASIC COLUMN REACTIONS(k) F UNB_SLL=Rigid Frame Unbalanced Snow Left F UNB_SLR = Rigid Frame Unbalanced Snow Right Frame Column -----Dead-----Collateral- -----Live------Wind_Leftl- -Wind_Rightl- --Wind_Left2- Line Line Horiz 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 ANCHOR BOLT SUMMARY 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 -31.4 -41.6 -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 31.4 -41.6 7.3 -11.5 Did Proj Qty Locate (in) Type (in) Frame Column -Wind_Right2- --Wind_Longl- --Wind_Long2- -Seismic-Left Seismic-Right -Seismic-Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert O 28 Jamb 5/8' F1554 2.00 2* J -8.8 -13.9 -18.5 -52.8 -20.1 -44.1 -0.2 -0.1 0.2 0.1 0.0 -0.6 O 24 Endwall 5/8" F1554 2.00 2* A 26.6 -27.6 20.1 -44.1 18.5 -52.8 -0.2 0.1 0.2 -0.1 0.0 -0.6 0 20 Endwall 3/4" F1554 2.50 3* J -7.3 -11.5 -16.5 -48.9 -17.8 -41.4 -0.2 -0.1 0.2 0.1 0.0 -0.6 ®32 Frame 1" F1554 3.00 3* A 23.3 -23.5 17.8 -31.8 16.5 -39.4 -0.2 0.1 0.2 -0.1 0.0 0.0 BUILDING BRACING REACTIONS 2* Frame lines: 2 5 3* Frame lines: 3 4 Reactions in plane of wall ENDWALL COLUMN: BASIC COLUMN REACTIONS k t Reaction-S Panel-Shear ( ) -Wall - Col -Wind - -Seismic - (Ib/ft) Loc Line Line Horz Vert Harz Vert Wind Seis Frm Col Dead Collat Live Wind_Leftl Wind_Rightl Wind_Left2 Wind_Right2 Wind-Press Line Line Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert Horz Vert L_EW 1 F,D Bracing, see EW reactions 1 J 0.5 0.6 1.9 -7.1 -5.4 8.1 -3.6 -7.1 -3.5 8.1 -1.7 0.0 -9.6 F_SW A 1,2 13.3 0.8 1 H 1.2 1.5 5.1 0.0 -15.7 0.0 -8.8 0.0 -11.0 0.0 -4.1 -6.5 0.0 5,6 13.3 * 0.8 1 F 0.9 1.2 4.1 -5.2 -18.8 0.0 -0.2 -5.2 -15.5 0.0 3.1 -7.2 0.0 R_EW 6 E,G Bracing, see EW reactions 1 D 0.8 1.1 3.5 0.0 2.2 5.2 -18.6 0.0 5.2 5.2 -15.5 -6.1 0.0 B_SW J 4,3 13.3 0.8 1 B 0.9 1.2 4.1 0.0 -7.2 0.0 -12.4 0.0 -3.5 0.0 -8.6 -5.0 0.0 2,1 13.3 * 08 * 1 A 0.5 0.5 1.5 0.0 -3.0 0.0 -4.5 0.0 -1.4 0.0 -2.9 0.0 -9.5 6 A 0.4 0.5 1.7 0.0 -4.9 0.0 -3.3 0.0 -3.2 0.0 -1.5 0.0 -9.5 6 C 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 *See RF reactions table for vertical and 6 E 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 horizontal reactions in plane of the rigid frame. 6 G 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 1 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 0.4 0.5 1.7 0.0 -3.3 0.0 -4.9 0.0 -1.5 0.0 -3.2 0.0 0.0 Frm Col Wind_Suct Wind_Longl Wind_Long2 Seis_Left Seis_Right Seis_Long Line Line Harz Vert Harz Vert Harz Vert Harz Vert Horz Vert Harz Vert 1 J 0.0 9.6 0.0 -5.6 0.0 -3.3 0.0 0.0 0.0 0.0 -0.8 -0.6 1 H 7.6 0.0 0.0 -15.7 0.0 -8.8 0.0 0.0 0.0 0.0 0.0 0.0 1 F 8.1 0.0 0.0 -9.4 -1.1 -9.6 -1.2 -1.8 0.0 1.7 0.0 0.0 1 D 6.9 0.0 1.1 -7.4 0.0 -9.2 0.0 1.8 1.2 -1.8 0.0 0.0 1 B 6.0 0.0 0.0 -7.2 0.0 -12.4 0.0 0.0 0.0 0.0 0.0 0.0 1 A 0.0 9.5 0.0 -2.7 0.0 -4.7 0.0 0.0 0.0 0.0 -0.8 -0.6 6 A 0.0 9.5 0.0 -5.1 0.0 -2.9 0.0 0.0 0.0 0.0 -0.8 -0.6 6 C 7.4 0.0 0.0 -13.6 0.0 -7.7 0.0 0.0 0.0 0.0 0.0 0. ravving has been digitally signed. 6 E 8.1 0.0 0.0 -10.0 -1.1 -8.7 -0.3 -0.4 0.0 0.4 0.0 0. 6 G 8.1 0.0 1.1 -8.7 0.0 -10.0 0.0 0.4 0.3 -0.4 0.0 00.Q.Q�0, 0.0 6 J 0.0 0.0 0.0 -2.9 0.0 -5.1 0.0 0.0 0.0 00 0.0 tt�'� i'r►r��l,, AI • E • • ISSUE DATE DESCRIPTION BY CK'D DSN , •,t fail �7, 2�2� ~`• / ��, 0 11 19 20 FOR ERECTOR INSTALLATION KKK PNR ASJ "l 11 2612 GRIBBLE STREET �� `} � • i ,_ _ _ 11 NORTH LITTLE ROCK, AR 72114 1-800-643-5555 1979 PROJECT: TODD THOMPSON 7�p PiIt •� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• `��`��` LOCATION: FORT PIERCE, FL,34946 �I� �`••••••`r•�a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I j, t-1;%0k 11/19/20 N.T.S. 1 A 17-13-86402 F2 D =x fires 02-28-2023 Dia= 5/8" Dia= 5/8" Dia= 5/8" w 10" T O O 0 3„ O O � 21/2" F 4 � o oil L o o J 1/2 1 1/2"8 1/4" 1- SW 1 1/2" w N 1 1/2' 4" w N DETAIL A DETAIL E DETAIL I Dia= 5/8" Dia= 3/4" Dia= 5/8" 3 1 2" 01 2" F � 0 F N l o o l IO L J 4 -„ 3„ L J 2 1/2„ 2, 2' 8 1/4" 1 1/2 SW N SW „ 1 3/4" N 1 1/2° w 1 1/2' 4" See Plan DETAIL B DETAIL F DETAIL J Dia= 3/4" Dia= 1" Dia= 5/8" 10" T 4„ O 4„ O 3„ 2" 2" 8 1/4" L_ J 2 1/2 SW SW 1 1/2„ 1 3/4" See Plan See Plan w DETAIL C DETAIL G DETAIL K Dia= 3/4" Dia= 5/8" SW 10" 0 10" � N L J L O O J w w N DETAIL D DETAIL H Drawing has been digitally signed. l� 3/4 Framed Opening Width 1 3/4A I S. t ISSUE DATE DESCRIPTION BY CK'D DSNfan 07, 20210 11 19 20 FOR ERECTOR INSTALLATION KKK PNR ASJ "I 2612 DRIBBLE STREET No 54910EqualEqual I� �L.JI__�r_I� �ILJI. _IL.�� !111 ]�'.L_.�r' .. 13 r��, �,� NORTH LITTLE ROCK, AR 72114 '«.,CCL.I_�IiP��l[,�r.J�I.�.')��J!.�ilr',�..Ili 1—800-643-5555 EdbAdd N + + PROJECT: TODD THOMPSON i + STATE OF Steel Line + CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �r'� •;� Q` ��` Ramp (If Required) •j O R l�.•• N LOCATION: FORT PIERCE, FL,34946 �I� ••••• ••'r `1 ,�1 ARDia Framed Opening AR Layout CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU IJ'4fQ A11%;�11��,' 5/81, 11/19/20 N.T.S. 1 A 17-B-86402 F3 0 =xpires 02-28-2023 Zee Lap SPECIAL BOLTS SAME FLANGE (Typical) Triangle Punch O PLAN O ID points In Direction QUAN TYPE DIA LENGTH WASH **= * Large Flange A Of Large Flange �� 1 2 A325 2 4 2 1/4"t The large leg of the Zee must be alternated from top 2 4 A325 1 2" 1 1 4" 0 _ _ to bottom in order to nest the member correctly. A i — — — — — ! ♦ t ♦ ♦ ! v� i triangle has been added to the end of the Zee near MEMBER TABLE + the connection holes, that will point to the large leg ROOF PLAN Triangle Punch of the member. MARK PART LENGTH ** P-1 1OX25Z12 27-5 1 2 Points In Direction Large Flange Section A Of Large Flange �- Frame �- Frame P-2 10X25Z14 28'-11 1/2" P-3 10X25Z14 27'-11 1/2" P-4 1OX25Z14 28'-11 1 2" 1 6 P-5 1OX25Z12 27'-5 1 2" 125'-0"OUT-TO-OUT OF STEEL P-6 10X25Z13 28'-11 1/2" 2 3 4 5 P-7 10X25Z13 28'-11 1111 2 25'-0" 25-0" 25'-0" 25'-0" 25'-0" P-8 10X35Z13 25-3 1 2" P-9 10X35Z13 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-10 5/8" DIA. ROD 30'-1" 1 E-3 RF1-1 E-2 2 RF2-1 E-2 2 RF2-1 E-2 2 RF1-1 E-1 2 CB-11 1/2, DIA. ROD 30'-7" J 1❑ 1❑ J CB-12 1/2 DIA. ROD 25'-11" c� P-8 P-9 CB-13 1/2 DIA. ROD 26'-11" P-1 T P-2 T P-3 T P-4 T P-5 T w CB-14 1/2, DIA. ROD 28'-5" P-8 P-9 CB-15 5/8 DIA. ROD 30'-4" CD o - CB-16 5/8 DIA. ROD 29'-10" CB-17 1/2" DIA. ROD 30'-4" ,1� CB �5 CB CB-18 1/2" DIA. ROD 25'-8" ER-1 Gg �6 CB-19 1/2" DIA. ROD 26'-8" CB-20 1 2" DIA. ROD 28'-2" 0 N N 2 P-6 2 T CTION O U H w ROOFEPLAN PLATES CD Of w RF1-2 RF2-2 RF2-2 RF1-2 ❑ID MISC 1 ARK PART 0 CD CD o ER-2 0' Cg 0'1� cB ER-7 G 7 G �j w F CB-12 B-12 CB-18 CB-18 0 00 I P-5 TYP P-4 Typ P-3 TYP P-2 Typ P-1 TYP ER-3 g,1 8,13 Cg,19 CB,�9 U E � 3 w U w w co RF1-3 RF2-3 RF2-3 RF1-3 CD C Cl) 00 B 1 P-7 1 o C O U w w co ER-4 ER-5 0 P-9 P-9 P-8 w 1❑ w A 1 E-1 RF1-1 E-2 1 RF2-4 E-2 RF2-4 E-2 2 RF1-1 E-3 2 A PURLIN 2'-5 33 4 l'-5 3/+ 1'-5 3/+ 2'-5 33 4 Drawing has been digitally signed. LAP 2'-5 3/4" 1'-5 3/4" l'-5 3/4" 2'-5 3/4" `t�>1 lint!!!! ROOF FRAMING PLAN f ISSUE DATE DESCRIPTION BY CK'D DSN fan 07, 2�2� r�q A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ 2612 GRIBBLE STREET �� `} � i GENE ��: �.,G�. �, NORTH LITTLE ROCK, AR 72114 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },_.��., J�.�,I.['+KII[�EmbAddl „.)]�"J_I„�p�',�,^!I' 1-800-643-5555979 .. # 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. +�:• ;C��.` 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT: TODD THOMPSON •', STATE OF Ott r TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON MANUFACTURER APPROVAL O PROFESSIONAL ENGINEER 5. DO NOT STACKSHEETBUNDLES ONROOFONLYRASENDIVID� L LOCATION FORT PIERCE FL AA �� tS� R l•• 1 ` : , ,34946 SHEETS AS NEEDED. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I!!Q A'�� 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 12/23/20 N.T.S. 1 A 17-B-86402 E1 0 Expires 02-28-2023 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. 1 125'-0"OUT-TO-OUT OF STEEL 6 2 3 4 5 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" WPR02001/ ID WPR04004/DET-15 DET-12 @4 CORNERS J J CD I _ GPR23020/ DET-4 N N I G JR04 15 l o � H DT- Of o Of cn 0 o CDWDPR01002/ I Of 00 G GPR05001/DET-12 F @ BOTH END WALLS F52-B - - - - - - - - - o 00 GP 060 3/ -�- DE--IC CD D E I GPR23020/ 0 DET-4 9 o c- I � N I GDP 048 15/ WPR05002/ G B DET-12 o CD � I o N N WPR A A 1'-0" PANEL WILL BE FIELD CUT al DET 12 2 FOR PARAPET FROM STEEL LINE Panel Start Drawing has been digitally signed. ROOF SHEETING PLAN PANELS: 26 Gauge PER - Galvalume Mp ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 •'`.! / / �II►' IL ' No 54910 + 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ qI A 11 19 20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "° I�I 1 "� 2612 GRIBBLE STREET GENERAL NOTES: i,^�I�- - NORTH LITTLE ROCK, AR 72114 ;• •�* ', �..� III i 'i°III: 7��I�N�._I 1-800-643-5555 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. Ebh&dd 1979 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. = ;Q'Z "- '. tt/ 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT: TODD THOMPSON + ,. STATE OF TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. + 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �'� •;�j Q`� •N�`�� MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. �} R 1 R. 5. DO NOT STACK SHEET 6. AFTER INSTALLATION,AS NEEDED�IPENALESPO ELROOF.LEANNLY OF METALISE INDIVIDUAL LOCACADN: FORT DATE PIERCE, FL,34946 SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II�Q�Ai��* SHAVINGS CAUSED BY DRILLING. 12/23/21 N.T.S. 1 A 17-8-86402 E2 0 =Xpires 02-28-2023 MEMBER TABLE FRAME LINE A 1 125'-0"OUT-TO-OUT OF STEEL 6 MARK PART LENGTH DJ-5 8f25C16 8-0 2 3 4 5 DJ-6 8f35C12 16'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" DH-4 8f25C16 3'-4" DH-5 8f35C12 12'-0" E-1 1DES I_14 24'-11 1/2" E-2 1DES I_14 24'-11 1/2 p3 E-1 J4 E-2 E-2 E-2 E-3 I8 E-3 1 DES I_14 24'-11 1/ G-33 8X25Z13 27'-5 1 2 o G-34 8X35Z13 27'-5 1/2:: G-35 8X25Z12 27'-5 1/2 F .5 G-33 G-36 G-40 G-44 G-47 FB .5 G-36 8X25Z14 29'-11 1/2 o G-37 8X35Z14 29'-11 1/2" F626.5 M3 F826.5 G-38 8X25Z16 20'-11' G-35 G-36 G-36 G-43 G-45 G-46 G-40 8X25Z16 29'-11 1/2" o DH-5 G-41 8X25Z16 6'-5 1/2" 0 o F626.5 L8 F826.5 G-42 8X35Z14 6'-2' G-34 G-37 G-39 G-42 G-45 G-46 G-43 8X25Z14 6'-2" o G-44 8X25Z14 29'-11 1/2" C DH-4 V K3 N � g G-45 8X25Z14 11'-2" / G-36 = G-41 G-45 G0 G-46 8X25Z12 27'-5 1 2" G-33 G-38 N G-46 9 / , 0 0 o G-47 8X25Z13 27-5 1/2' 03 r- CB-6 3/4" DIA. ROD 31'-2' BC08-1 0 ES CB-7 3/4 DIA. ROD 30'-11" Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — CB-8 3/4 DIA. ROD 31'-6" — — — — — — — — — — — — — I I I C C I C I 7 CB-9 3/4" DIA. ROD 31'-3" EC-6 RF1-1 RF2-4 RF2-4 RF1-1 EC-7 18'-8" 3'-4" 3'-0" 4'-0" 12'-0" 9' 0" FLANGE BRACE TABLE FRAME LINE A GIRT 2'-5 3 4' 2'-5 3 2'-5 3 4' 2'-5 3 4' / I 4'�� / I / I DID PART LENGTH LAPS 2-5 3/4" 2-5 3/4" 2-5 3/4" 2-5 3/4" FB26.5 L2X2X14G 2'-2 1/2" SIDEWALL FRAMING: FRAME LINE A GUTTER EXPANSION (Gutter with 5 downspouts) F761—BL F643—B,F635—B F761-13R F760—BL F2955—B, F760—B F760—BR 71 I>< ❑ F761—BR F761—BL N PWO3001/ DET-15 PW03001/ F981 DET-15 CD o co N 00 co 00 F481 6 N N i J _ — — I —L I J I SIDEWALL SHEETING & TRIM: FRAME LINE A PW02106 Drawing has been digitally signed. PANELS: 26 Gauge PBR — Polar White H 1'-0" PANEL LAP `111 tititll�t DOWNSPOUT SPACING LOCATIONS ISSUE DATE DESCRIPTION BY CK'D DSN �. .,' �� i1, __.�,i fan 07, 2�21� DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED ?? FT. WITH A DOWNSPOUT A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "'l " �'-' "'� 2612 GRIBBLE STREET N o 5 4 9 1 0 :IE ., if i'�.]C:' ]1`11 il►�..�ur.l:_..t _ '•. _ WITHIN ?? F . OF EACH END OF THE GUTTER RUN. GUTTER STRAPS TO BE 2'-0" ON CENTER. 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ NORTH LITTLE Roc-, nR �2i�4 ir.� 1-800-643-5555 Em,bAd.d 1979 GENERAL NOTES: PROJECT: TODD THOMPSON ' 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. STATE OF ;' 4 W Z� 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ORS AND WINDOWS SHOWN ON THE R _N 3. OTHER O NOT ADD APPROVAL OF BUILDING MANUFACTURER FONAL WALL OPENINGS C URER OR PROFEESSIONALOUT ENGINEER. LOCATION: E, FL,349 46 CAD FORT DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 1�t1/11111 0" SHAVINGS CAUSED BY DRILLING. 12/23/20 N.T.S. 1 A 17-13-86402 E3 0 =xpires 02-28-2023 MEMBER TABLE FRAME LINE J 6 125'-0"OUT-TO-OUT OF STEEL 1 MARK PART LENGTH DJ-5 8f25C16 8-0 5 4 3 2 DJ-8 8f25C14 8'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" DH-4 8f25C16 3'-4" E-1 10ES1L14 24'-11 1/2" E-2 10ES1L14 24'-11 1/2" E-3 10ES1L14 24'-11 123 /2" G-33 8X25Z13 27'-5 1 2 E-1 E-2 E-2 E-2 E-3 G-35 8X25Z12 27'-5 1/2" o G-36 8X25Z14 29'-11 1/2" G-40 8X25Z16 29'-11 1 2' G-33 G-40 G-40 G-40 G-47 FB G-46 8X25Z12 27'-5 1y" o G-47 8X25Z13 27'-5 1/2" G-48 8X35Z12 27'-9' G-35 G-36 G-40 G-36 G-46 F626.5 G-49 8X25Z13 29'-11 1/2" G-50 8X25Z16 20'-11' 0 0 G-51 8X25Z12 28'-3" CDXX La XX G-52 8X25Z16 29'-11 1/2" G-35 G-49 G-52 G-53 G-47 F626.5 G-53 8X25Z14 29'-11 1/2" _ G-54 8X25Z14 22-11 0 H2 DH-4 CB DH K3 0 CB CB-6 3/4" DIA. ROD 31'-2" G-48 G-50 G-51 8 G-54 G G-46 6 CB-7 3/4 DIA. ROD 30'-11" 00 co CB-8 3/4" DIA. ROD 1 31'-6" BC08-1 E5 Q3 0 0 - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - — I I C I I C I I FLANGE BRACE TABLE EC-11 RF1-1 RF2-1 RF2--1 RF1-1 EC-1 FRAME LINE J 3'-0" 3'-4" 18'-8" J 3'-4" 20'-8" '7ID PART LENGTH FB26.5 L2X2X14G 2'-2 1/2" GIRT 2'-5 3 4" 2'-5 3 4" 2'-5 3/4", 2'-5 3 4" LAPS 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" 2'-5 3/4" SIDEWALL FRAMING: FRAME LINE J GUTTER EXPANSION (Gutter with 5 downspouts) F761-BL F643-B,F635-B F761-13R F760-BL F2955-B, F760-B F760-BR 71 I>< ❑ F761-BR F761-BL PW03001/ DET-15 PW03001/ DET-15 p o o co 00 r7 00 48 48 N N N N co 00 00 00 I L 1 —1 L —1 L I L j L I SIDEWALL SHEETING & TRIM: FRAME LINE J PW02106/ Drawing has been digitally signed. PANELS: 26 Gauge PBR - Polar White a� DET-5 H 1'-0" PANEL LAP `111 tititll�t If ISSUE DATE DESCRIPTION BY CK'D DSN , 2612 GRIBBLE STREET Jan 07, 2021 No 5491 0 A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' �!' "1 '�+ i NORTH LITTLE ROCK, AR 72114 .. ';• G At 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },«., �.�, —800-643-5555 * ' GENERAL NOTES: 1 1/05/21 REV FOR ERECTOR INSTALLATION KKK PNR ASJ t :1Z PROJECT: TODD THOMPSON ,■'� STATE OF :4u 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. ' 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ORS AND WINDOWS SHOWN ON THE R N 3. OTHER O NOT ADD APPROVAL OF BUILDING MANUFACTURER FONAL WALL OPENINGS C URER OR PROFESSIONALUT ENGINEER. LOCATION: E, FL,349 CAD FORT DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU '4? 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 1�t1/11111111�, SHAVINGS CAUSED BY DRILLING. 1/05/21 N.T.S. 1 A 17-13-86402 E4 =xpires 02-28-2023 BEARING FRAME ONLY! BOLT TABLE WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE 1 80'-0" OUT-TO-OUT OF STEEL A RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. LOCATION QUAN TYPE DIA LENGTH WASHER NOT NEEDED ON CLIP SIDE. ER-1/Cor-Column Raf 4 A325 1 2 1 1 4 H F D B ER-1/ER-2 8 A325 5/8" 1 3/4" 18'-0" 18'-0" 14'-8" 14'-8" 14'-8" 1, ER-2/ER-3 8 A325 5/8" 1 3/4" ER-3/ER-4 8 A325 5/8" 1 3/4" 12 12 Int_Column Raf 4 A325 1/2" 1 1 4" MEMBER TABLE FRAME LINE 1 A7 n"T PIG MARK PART LENGTH 5❑© G-6 a® F9 G-12 a® G-16 a ® G-16 a s G-21 5 6 EC-1 W10X12 24-4 2'-4" G-11 EC-2 W10X22 24'-4" o G-5 — — _ G-19 o EC-3 W10X12 24'-4" 3 4 0 -11 ""TI 4 7 o EC-4 W10X12 24'-4" EC-5 W10X12 24'-4" 3'-0" I 3❑ 10 G-14 - I EC-6 W10X12 24'-4" G-3 G-10 - G-14 G-19 ER-1 W8X10 16'-7 1/8" 0 1❑2❑r 9 oo ER-2 W8X10 18'-1 3/16 LS G� 3 ER-3 W8X10 10'-9' G-2 G-9 G-15 G-14 G-18 0 2❑ ER-4 W8X10 14'-9 16" N CDon M3 FLANGE BRACE TABLE ER-9 W8X10 4'-0 3/4" 4V G 1 G 7 G-8 G-1 G-14 G-14 G-17 G- FRAME LINE 1 ER-10 W8X10 4'-0 3/4" N o 1❑4❑ �H-1 C6 �DH-2o on- 2❑ AID PART LENGTH ER-11 W8X10 8-15/16" 1❑�1 - K3 7�-8 oDS-1 G-1 G� `,7G-14 G-14 G-17 OG-_ 1❑2❑ FB26.3 L2X2X14G 2'-2 1 4" ER-12 W8X10 8-15/16" / DJ-1 10f35C12 12'-0' E - - DJ-2 10f35C12 12'-0" o E5 3'-0" BC10-1_ _ _ _ _ _ _ _ DJ-3 1Of25C14 12'-0" H E I I E I I I 7 E H DJ-4 1Of25C14 12'-0" EC-1 EC-2 EC-3 EC-4 EC-5 EC-6 DH-1 1Of35C12 12'-0' o DH-2 1Of25C14 9'-0" NOTE: 3'-9' 12'-0" N 5'-0" 9'-0" 4'-0" 5'-11" 6'-0' N DH-3 10f25C14 6'-0" A=4'-1 1/2" DS-2 10f25C14 6'-0" B=4'-6 1/2" G-1 IOX25Z14 1'-10 7/8" C=3'-51/2" ENDWALL FRAMING: FRAME LINE 1 G-2 IOX35Z12 16'-1 5/8 G-3 10X35Z14 16'-1 5/ G-4 IOX25Z14 7'-7 1 2" G-5 IOX25Z14 16'-1 5/8" G-6 10X25C14 17'-11 3/16" - o G-7 IOX25Z14 1'-7 1/4" CD co N G-8 10X25Z14 4'-5 1/4" y m G-9 10X35Z13 17'-4" CD CD 6 0 ; GPR23028/ G-10 10X35Z14 17'-4" � DET-7 G-11 10X25Z14 17'-4" G-12 10X25C14 17'-11 5/16" 0 G-13 10X25Z14 3'-5 1/4" GPR23028/ G-14 10X25Z14 4'-0" DET-7 F852 � F852 G-15 1OX35Z13 14'-0" G-16 10X25C14 14'-7 5 16" GPR07004/ 1'-0' PANEL LAP GPR07004/ G-17 10X25Z14 5-4 1 4" �D DET-16 a1 DET-16 G-18 10X25Z14 12'-9 5/8" PARAPET BACK SHEETING & TRIM: LINE 1 G-19 ,OX25Z14 12'-9 5/ PANELS: 26 Gouge PBR - Galvalume G-21 10X25Z14 14'- 1 /1 9 G-21 10X25C14 14'-7 3/16" Q1" IDGD15002/ 1"� G-1 1/2" DIA. 11 0" CB-1 1/2 DIA. ROD 19'-0 12 F3531-L DET-16 F3530 F3531-R 12 CB-2 1/2 DIA. ROD 17'-3" CB-3 1/2" DIA. ROD 17'-6" OC10-1 OC10 5'-0" � DH-3 � - - - - I I — 0 DS-2 - - 3'-0" cc N — D cc0 Q -CD CD o N N N N F481 N F482 FRAMEC CONNECTION 1PLATES DETAIL-A F 02 B 00 ❑ID MARK PART F8 8 D01010 17 SC-5 F982 DET 5 raw!hpn�gitally signed. JJ F982 ENDWALL SHEETING & TRIM: FRAME LINE 1 II < A4, '% PW02106/ B 1 1'-0" PANEL LAP ti N NF481 00 [A]PANELS: 26 Gauge PBR - Polar White al )ET-5 .� c` [B]PANELS: 26 Gauge PBR - Galvalume F848 ISSUE DATE DESCRIPTION BY CK'D DSN �w �l i F982 dlI i Jan 07 2021: A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "III .I �'-1 "'� 2612 GRIBBLE STREET _ ;� O 54510 ! DETAIL-BN KKK PNR ASJ r f��, !',C,• '1y� �, NORTH LITTLE ROCK, AR 72114 + '. 01 1/5/210 REV FOR ERECTOR ERECTORTANSTAOLATION KKK PNR ASJ ] `[Jr[[J'J�[r��ll�,lr,yl I.„.�l�l_IcA'lll��'V 1-800-643-5555 �. *, •' 5 EdbAdd t� GENERAL NOTES' PROJECT: TODD THOMPSON STATE OF W 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ORS AND WINDOWS SHOWN ON THE R -N 3. OTHER O NOT ADD APPROVAL OF BUILDING MANUFACTURER FONAL WALL OPENINGS C URER OR PROFESSIONALUT ENGINEER. LOCATION: E, FL,349 46 CAD FORT DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU '4? 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 1�t1/1111111% SHAVINGS CAUSED BY DRILLING. 1/05/21 N.T.S. 1 A 17-B-86402 E5 =xpires 02-28-2023 BEARING FRAME ONLY! BOLT TABLE A J WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRAME LINE 6 80'-0" OUT-TO-OUT OF STEEL LOCATION QUAN TYPE DIA LENGTH RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. ER-5 ER-6 8 A325 5 8 WASHER NOT NEEDED ON CLIP SIDE. 1 3 4 C E G I ER-6/ER-7 8 A325 5/8" 1 3/4" 16'-0" 16'-0" 16'-0" ER-7/ER-8 8 A325 5/8" 1 3/4" 1"� EC-7/ER-5 4 A325 5/8 1 1/2 12 12 Int-Column/Rof 4 A325 1/2" 1 1/4" RA1-1 F12 EC-11 ER-8 4 A325 1 2" 1 1 4" w -1 F9 ER-6 A7 w -1 EI 7 RA1-1 MEMBER TABLE ER-5 — — — — — — — w _1 66 ER-8 FRAME LINE 6 MARK PART LENGTH O 816 w i 0 B4 EC-7 1 OF35C14 18-5 1 16 G-26 G-25 G-28 M3 EC-8 W10X12 9'-6 9/16" o EC-9 W10X12 20'-10 9 16" L8 DH-6 EC-10 W10X12 19'-6 9 16" ❑ EC-11 10F25C14 18'-3 1/4" O� G-24 G-26 G-26 G-29 G-30 G-32 1❑ ER-5 W10X17 21'-2 1/8" 0 5 Cg ER-6 W10X17 19'-0 1/8" G� S DS-3 ER-7 W10X17 19'-0 1/8" 2Y ER-8 W`25C1 7'-0" 1/8 G-23 G-25 G-27 G-28 G-31 to DJ-7 WlOX16 21'- o - DH-6 8f25C16 4'-0" CD DS-3 8f25C16 4'-0" CD ❑ G-23 8X25Z14 4'-1 1/2" G-23 G-25 G-25 G-25 G-31 G-24 8X35Z14 14'-1 1/2" o o G-25 8X25Z14 15'-4' G-26 8X25Z16 15'-4" on C6 D4 G-27 8X35Z12 15'-4" � G-23 G-25 G-25 G-25 G-31 0 G-28 8X35Z14 15'-4" G `A G-29 8X25Z16 9'-5 1/4" o ❑ V G-30 8X25Z16 1'-5 1/4" Ea BC08-1 E3 V G-31 8X25Z14 14'-7 3/4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ G-32 8X35Z14 14'-73/4 I I I I CB-4 1/2" DIA. ROD 20'-1" EC-7 EC-8 EC-9 EC-9 _EC-10 EC-11 I CB-5 1 2 DIA. ROD 1 18'-5" 0 FLANGE BRACE TABLE 10'-0" 4'-0" N FRAME LINE 6 0 ID MARKI PART I LENGTH ENDWALL FRAMING: FRAME LINE 6 1FB26.5 L2X2X14G 2'-2 1/2"n n 2 FB7-1 L2.5X2.5X3/16" 2'-2 1/2" 12 F160-B 1„ 2 F764 F764 F764--L — — — F764-R CONNECTION PLATES FRAME LINE 6 ❑ID MARK PART 1 SC-5 F981 2 PC22-1 F481 N �� m F848 F981 o r -I -I _I N CD CD O CDN N N N CD O O O N N N N N N N N N I I Drawing has been digitally signed. aj Ie 1'-0" PANEL LAP PW02106/ 111 DET-5 �111 tint�rt ENDWALL SHEETING & TRIM: FRAME LINE 6 m ''�,, PANELS: 26 Gauge PBR - Polar WhiteAe '`r •'• ?„��f ISSUE DATE DESCRIPTION BY CK'D DSN ,_, Jan 07, 2021 A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "III "I 261z GRIBBLE STREET + No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ }„I,«., �.�,L[�III[;; ?,''i91 C'i']�"1_I!.�111'�:'.I' 1-800-643-5555 * ' 1979 �' • .�.. GENERAL NOTES: PROJECT: TODD THOMPSON STATE OF 4U 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. �. �`� 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ORS AND WINDOWS SHOWN ON THE R _N 3. OTHER O NOT ADD APPROVAL OF BUILDING MANUFACTURER FONAL WALL OPENINGS C URER OR PROFEESSIONALOUT ENGINEER. LOCATION: E, FL,349 46 CAD FORT DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU h 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 1�t1/11111111�, SHAVINGS CAUSED BY DRILLING. 12/23/20 N.T.S. 1 A 17-B-86402 E6 0 =xpires 02-28-2023 SPLICE PLATE & BOLT TABLE MEMBER TABLE y Mark Web Depth Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length OFLANGE BRACES: FBxx (1 or 2) Start End Thick Len th W x Thk x Len th W x Thk x Len th xx-length(in) RF1-1 12.0 25.6 0.250 120.0 6 x 5/16" x 229.5 6 x 1/4" x 120.7 SP-1 4 4 2 A325 7/8" 2 3/4" 8;; 3/4" 3'-6° (1) One Side; (2) Two Sides 25.6/34.0 0.313 112.3 6 x 5/16" x 42.7 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 STIFFENER TABLE A L2X2X14G FB6 - L2X /8 24.9/18.0 0.185 60.0 6 x 1/4 x 240.0 6 x 1/4" x 60.4 - 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 RF1-3 18.0/18.0 0.156 60.0 6 x 5/16" x 120.0 6 x 1/4" x 58.5 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" 18.0/24.9 0.185 60.0 6 x 5/16" x 76.9 6 x 1/4" x 60.4 BASE PLATE TABLE F52-B 24.9 34.0 0.250 79.8 6 x 5 16" x 80.3 Col Plate Size CONNECTION PLATES Mark Width Thick Length 17'-7" 17'-7" ❑ID Mark Part BP-1 8" 5/8" 1'-1" 4 1 CL197 2 CL199 22'-1 3 4„ „I® a�4 22'-1 3 4" 3 CL196 26 Gauge PBR, Galvalume 40'-1 11 16" 1'-4' 1'-4" 40'-1 11 16" 7@4'-334" 7@4'-334„ Q1„ 4@2'-178 4@2'-1 78» FB6-6(1) o FB6-6(1)© ©FB6-6(� FB6-6(1) 1 12 FB29.3A(1) �© _ - ©� F629.3A(1) 12 -3 �m - - FB2-9.3rA(�) _ �m - f - FBm9�q(1) FB6-4(1) FB6- ) - - FB6-5(1-) - FB6-4 )FB63(1) �m AMA ANTI FB6-3(1) ®� J u2 RF1-2 RF1-3 0 0 I I ST11� ST2 1 T T 1 W W co leco m O m Q O O + w + CD coW O_IW W C' �-�c �I�m -ccCC eW U �U O O I I III � OI R2 R2 O I I P 1 BP-1 8 1/4" 2'-10 5/8" 72'-10 1/4" 2'-10 5/8" 8 1/4" CLEARANCE +/- 80'-0" OUT-TO-OUT OF STEEL ing has been digitally signed. J `t� tA �►ttt�i� RIGID FRAME ELEVATION: FRAME LINE 2 5 �/. „� >E��h�q .,f GENERAL NOTES: ISSUE DATE DESCRIPTION BY CK'D DSN •• _.•I� Jan 07, 2021 . 1 .III 1fl1I rr �] +f •�. ^" No 54910 r A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ IE .JI„_.,Idr][ i"Lli. _II.J'. III+L.��.L_..II 2612 GRIBBLE STREET ••• M 1. BOLT TIGHTENING - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG-TIGHTENED JOINTS IN �, .,C,. NORTH LITTLE ROCK, AR 72114 *;• ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ };'�L,CCL.I 1.[C��IC;I,,i 3.„.)]�"I~..�III'L'^il 1-800-643-5555 PRE-TENSIONING METHODS, INCLUDING TURN-OF-NUT, CALIBRATED WRENCH, TWIST-OFF-TYPE TENSION-CONTROL BOLTS OR EssI 1979 ;•O DIRECT-TENSION-INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS PROJECT: TODD THOMPSON •', STATE OF 1iJ (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. �!Z CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• '�� 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. LOCATION: FORT PIERCE, FL,34946 �I, •'••••••'r� a �� 1 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 12/23/20 N.T.S. 1 A 17-B-86402 E7 0 =xpires 02-28-2023 SPLICE PLATE & BOLT TABLE MEMBER TABLE QtY Mark Web Depth Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length Start End Thick Length W x Thk x Len th W x Thk x Len th FLANGE BRACES: FBxx (1 or 2) RF2-1 12.0 25.6 0.250 120.0 6 x 5 16 x 229.5 6 x 1/4 x 120.7 SP-1 4 4 2 A325 7/8" 2 3/4" 8" 3/4" 3'-6" xx-length(in) 25.6/34.0 0.313 112.3 6 x 5/16" x 42.7 6 x 5/16" x 74.8 SP-2 4 4 0 A325 3/4" 2' 6" 1/2" 2'-0 7/8" (1) One Side; (2) Two Sides RF2-2 34.0/24.9 0.250 79.8 6 x 5/16" x 76.9 6 x 5/16" x 80.3 8 24.9/18.0 0.185 60.0 6 x 1/4" x 240.0 6 x 1/4" x 60.4 FB6 - L2X2X1 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 A - L2X2X14G 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 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" 1/4;; 34" 18.0/24.9 0.185 60.0 6 x 5/16" x 76.9 6 x 1/4" x 60.4 RF2-4 ST2 4" /4 34 24.9/34.0 0.250 79.8 6 x 5/16 x 80.3 RF2-4 34.0/25.6 0.313 112.3 6 x 5/16 x 42.7 6 x 5/16" x 74.8 BASE PLATE TABLE F52-B 25.6 12.0 0.250 120.0 6 x 5 16" x 229.5 6 x 1 4" x 120.7 Col Plate Size CONNECTION PLATES Mark Width Thick Length BP-1 8" 5/8" 1' 1" 17'-7" _P - -®-� , 17'-7" ❑ID Mark Part 1 CL197 22'-1 3 4„ ,a® ®�4� 22'-1 3 4" 2» CL199 6 CL19 26 Gauge PER, Galvalume 40'-1 11 16" 1'-4' 1'-4" 40'-1 11 16" ====� 9@4'-334" 9@4'-334" FB6-6(1) =FB29.5A(1) FB29.5A(1� F86-6(1) 12 1`1329.3A(1) �m �� - ' - ' - � m� FB29.3A(1) 12 FB29.3A(1) �° - - - - - - - - m� FB29.3A(1) FB6-5 1 FB6-3(1) FB6-4(1) FB6-5(1) �m - - - - - - - f - - - m� O FB6-4 1 ANTI W ©� ®� ( ) FB6-3(1) - - -f S ti - -�- - - ®_�_ RF2-2 u2 1 RF2-3 - - o N o I I ST1� ST2 T CD Cn W cn cn v o I I I N�� Uco �� N m l _ CD z m Q O 00 W J �WCD N •- N c0 LL cD CC N c0 J W cD m 0 CO J CO J Q m U �U O O I I I� �I IF Rz R� o P 1 BP-1 8 1/4" 2'-10 5/8" 2'-10N1/4'" 2'-10 5/8" 8 1/4" CE CLEARA 80'-0" OUT-TO-OUT OF STEEL rawing has been digitally signed. � rk t�ttr►�� ZAJ RIGID FRAME ELEVATION: FRAME LINE 3 4 / "'' FN: '�q��, ISSUE DATE DESCRIPTION BY CK'D DSN ,_, i fan 07, 2�2� `• / 10 GENERAL NOTES: 1 i ll rr dI ++ff i' " A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ IE .JI " .,l�"�LJI. _L 111I �III+L.1I�]L-I.l' 2612 GRIBBLE STREET No 54910 •'• . 1. BOLT TIGHTENING - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG-TIGHTENED JOINTS IN �, .,C,. NORTH LITTLE ROCK, AR 72114 *;• ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ ,CCL.I3.„.)]�"I~..�iil'L'^ii -800-643-5555 EssbAdied rev PRE-TENSIONING METHODS, INCLUDING TURN-OF-NUT, CALIBRATED WRENCH, TWIST-OFF-TYPE TENSION-CONTROL BOLTS OR ;•U DIRECT-TENSION-INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS PROJECT: TODD THOMPSON •', STATE OF W (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P• `N�� 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. LOCATION: FORT PIERCE, FL,34946 �I� •'••••••'r� a �� 1 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU IL 1 1 12/23/20 N.T.S. 1 A 17-B-86402 E8 0 =xpires 02-28-2023 Steel Line (2)1/2"x1 1/4" Purlin A 4.. A325 M. Bolts `9 Fastener Varies #12A — SSR Roof An Clip #17A — PBR Roof Purlin A 3/16" Plate At Each Purlin Rafter Sheeting 1Z Angle r_ Purlin Clip RA1 10 OI 2" 2" 3/16" Plate I I of Rafter dI qll� 01 Purlin Clip Purlin Clip Rafter Rafter 1 3/16' Plate 3/16" Plate IIII ----- --————————————— Anti—Roll Clip Anti—Roll Clip Column � (4) Bolts With Washer Column kip. \_(4) Bolts With Washer 3/16" Plate 3/16' Plate On Column Side II II On Column Side I 3 16" 3 II <O Flange Brace 3/16" 3 3/16" 3 II Cold Formed Rafter Main Frame Rafter it I 4„ Rafter Section A Section A Date Date Date A7 Purlin To Bearing Frame Jun '17 AI T PURLIN ANTI—ROLL CLIP B4 Cold Form Endwall Jun '17 B6 Hot Rolled Endwall Jun '17 Page Hot Rolled Rafter Rev Page Column To Rafter Rev Page Column To Rafter Rev MB-A7 00 MB-64 00 MB-66 00 Steel � Eave Strut Rafter Column Column �O 1O 01 I I I J 10 10 01 L— L— —J --------- Girt Face of Open Area Column Girt Girt I I I II I II II Varies Date Date Date B16 Corner Column To Bearing Frame Jun '17 C6 Girt To Hot Rolled Jun '17 C1 5 Girt To Hot Rolled Endwall Jun '17 Page Single Cold Form Rafter Rev Page Endwall Column Rev Page Column — Partially Open 0 Rev Drawing has been digitally signed. MB-B16 00 MB-C6 00 MB-Cl5 00 A `tit I n t!!!UG AL X_ . �G . E ISSUE DATE DESCRIPTION BY CK'D DSN fan 07, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "II " ' �I "1 2612 GRIBBLE STREET No 5491 NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },«.,CCL.� !.[P°11[;; ?,'i9.',;Ci'lf"1_!.�01'�:" 1-800-643-5555 PROJECT: TODD THOMPSON ■'� STATE OF Alt: CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R 'N�� LOCATION: FORT PIERCE, FL,34946 �I� ........r• CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I�Q A'st;% 12/23/20 N.T.S. 1 A 17—B-86402 DET1 0 =xpires 02-28-2023 Sheeting Clip Member Piece Mark 8" SC5 Girt 10" SC54 Endwall �0 0� 12" SC55 Corner Column I Column Column Sheeting Clip Girt Column Girt 1� Jamb Jamb (See Chart) shape varies l Sidewall I I I 1 D 01 1 10 O 1 01 1 L----J Base Base J J J 1 1 Plate Plate 11 Plate ° Plate °' a 1 11 l0 0 11 01 n cn 0 in 1 �— Sidewall Girt Sheeting Clip Fastener #55 Plan Elevation Steel Line Sheeting Clip (See Chart) 12-24 x 14' SD Plan Elevation Member Piece Mark DP5 W/O Washer 8" SC5 Steel Line Endwall Each End And 6" O.C. * — Refer To Anchor Rod Setting * — Refer To Anchor Rod Setting 0 10" SC54 Sheeting Clip Plan For Dimension Plan For Dimension 12' SC55 (See Erection Drawings) Date Date Date Date D4 Girt To Cold Form Dec '17 D17 Girt To Cold Form Rotated Jun '17 E3 Dec '18 E5 Door Jamb Base Plate Rev '18 Page Garner Column Rev Page Corner Column Rev Page Endwall Column Base Plate Rev Page MB-D4 00 MB-D17 00 MB-E3 01 MB-E5 01 D 91 I I A Rafter I I 91 Column Column 0 0 I I I I O 0 I I Base 0— Base Plate Plate O 0 I I O 0 * * * * Refer To Framing Section 'A' Plan Elevation Drawings For Bolt Quantity And Diameter * - Refer To Anchor Rod Setting Plan For Dimension E8 Cold Form Endwall Column Date Dec '18 Fg Endwall Bearing Frame Date Jun '17 Page Rev Page Intermediate Hot Rolled Rev MB-18 Base Plate 01 MB-F9 Rafter Splice 00 Drawing has been digitally signed. %okI I I Illim, UG E . ISSUE DATE DESCRIPTION BY CK'D DSN fan O7, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I " ' �! "1 2612 GRIBBLE STREET No 5491 NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },«.,CCL.� !.[P°III[;; ?,'i9.',;Ci'lf"1_!.�01'�:" 1-800-643-5555 PROJECT: TODD THOMPSON •'� STATE OF Alt: CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON j R t LOCATION: FORT PIERCE, FL,34946 •'•••••'r• CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I'IfQA111;%�� 12/23/20 N.T.S. 1 A 17-13-86402 DET2 0 Expires 02-28-2023 ** Girt Lap Dimensions * * * ** Steel Line Purlin 1'-5"' 2'-112" 4 Column 2'-54" 4'-111" Fastener Varies — ------------------- _ _ _ D A99 Rafter O �O O O j F 3'-14" 6'-32" Eave Strut #17A — PBR Roof Flange Brace O� �O �\ At Each Purlin Sheeting O O OI O 1 Angle RA1 O O O O Rafter O O `� �' I I I Flange Brace �� O� <O �� Flange Brace Rafter Drawinggss For Bolt Refer Framing Section 'A' As Required o/ O 10 O 1 O L J I Quantity And Diameter Purlin Lap Dimensions ------------- ------------- _T * ** Girt 1'-54" 2'-111" 2'-5"' 4'-111 Varies ** 3'-14„ 6'-32„ Date Date Date Date F12 Endwall Bearing Frame — Hot Jun '17 G2 Jun '17 H2 Jun '17 18 Low Side Eave Strut To Jun '17 Page Rolled Rafter Splice At Ridge Rev Page Purlin To Rigid Frame Rev Page Girt To Rigid Frame Rev Page Bearing Frame — Hot Rolled Rev MB-F12 00 MB-G2 00 MB-H2 00 MB-18 00 Steel Line Steel Line Eave Strut Girt Girt Column Jamb/Sub Jamb 0 w —— o Clip SC18 OI 1 j 11 w j11 Varies Eave Strut 01 1 IL LI I P I _____ Jamb/Sub 1 1 Jamb/Sub Opening Width Girt I I I I Jamb 1 1 Jamb Opening Width ------------ ----------- Clip SC18 View 'A' J4 Eave Strut To B Pass Date Date 17 K3 Girt To Single Cold Form DDec 17 L8 Date 17 Y— g Single Cold Form Jamb/ Page Rigid Frame At Interior Rev Page Jamb/Sub Jamb Rev Page Sub Jamb To Girt Rev MB-J4 00 MB-K3 00 MB-1_8 00 Drawing has been digitally signed. MU tq A `tit tint!!!! L XW*.- Z E q �. ISSUE DATE DESCRIPTION BY CK'D DSNt fan O7, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I " ' "1 2612 GRIBBLE STREET �� 5491 [_:.�:If ilh,.]I:' i1►��C.�II�.1:_.", _ '•. _ NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },«.,CCL.� !.[P°III[;; ?,'i9.',;Ci'lf"1_!.�01'�:" 1-800-643-5555 PROJECT: TODD THOMPSON •'� STATE OF Alt: CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 �I� •'•••••'r• `�,�1 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I'IfQA111;%�� 12/23/20 N.T.S. 1 A 17-13-86402 DET3 0 Expires 02-28-2023 * Similar Connection B*es Ahor 51, at Rafter 2"O. s"0 Rod & 4'0, 16 0 Cable (Shown) ** Flat Washer WF500 "'0 & "'0 Rod And a"0 & 2"0 Cable Q) Has A Larger Outside . Dwgs For Part Mark And Location) Diameter Than Flat Rod Brace Burr Thread After Final TighteningL`I Burr Threads After Jamb Washer WFH500 And Rod Br See Anchor See Anchor Final TighteningAnchor Rods (Not by Bldg. Mfg.) Sub Jamb Is To Be Located Next Slope Washer (Shown) See "Anchor Rod Setting Plan" for Rod Plan Rod Plan To The Slope Washer Cable Br P Size, Quantities and Location. **Flat Washer WF500 Column Column On 2"0 Rod Only * Note: Flat Washer WF500 has a larger outside diameter Flat Washerthan Flat Washer WFH500 Hex Nut Anchor � II Header and is to be located next Rod to the Slope Washer. Clip *Column pr, Flat Washer and Hex Nut are Base Base Plate Plate W For Rod Bracing That included as part of Cable Brace Assembly (See MB-02) \1,�T j o Falls Within The Girt Web, and are shipped loose as separate parts with Rod Brace Opening Width The Erector Is To Add (See MB-03). See Chart below for Part Marks. Q) Part Marks For Rod Brace AssemblyJ r Minimum Size Slot For Rod Brace ap paC Sloe Flat Flat Hex Nut Plan Elevation r Washer ��o O The Passage Of The Rod e Washer Washe J"o WRO8___ WS110 * WF500 WFH500 HSN500 F oa J"o WR10 WS110 None WFH625 HSN625 Jq"0 WR12 WS120 None WFH750 HSN750 * — Refer To Anchor e WR14___ WS120 None WFH875 HSN875 Rod Setting Plan 1"6 WR16 WS130 None WFH1000 HSN1000 Date Date Date Date M3 Header To Cold Form Dec '17 Q3 Mar '18 Q6 Aug '19 R2 Dec '17 Page Jamb/Sub Jamb Rev Page Rod Brace Attachment At Web Rev Page Diagonal Brace Clip To Floor Rev Page Anchor Rods At Frame Column Rev MB—M3 00 MB—Q3 01 MB-06 01 MB—R2 00 Purl in Sheeting Angle RA1 F0-- 07 Field locate and provide Maximum a slot for the 'Y' bracing. 1 �— 1/8" Larger than 'Y' bracing to 0I FFIang 2" 1 2" Diameter. Top Flange---__ O° ° Top Bolts (See Frame Top Flange °O ° Top Bolts (See Frame Rafter o Inside Up Drawings For Size) Drawings For Size) oEU Rafter Web �9 ° Intermediate Bolts Rafter Web °� ° Intermediate Bolts Rafter (D (See Frame (See Frame 1" 1 o 0 4 4 Drawings For Size) ° Drawings For Size) Bottom Flange 1„ �" Girt Clip _ _ _ E _ �o o Bottom Flange o0 o CL549 Bottom Bolts (See Frame >Bottom Bolts (See Frame Extension Beyond Drawings For Size) 00 o Drawings For Size) Zee Web Flange Is Optional For Top And Girt Clip Bottom Flanges CL549 2°° 2°° Girt Outside Flange Down Girt 4" *For Cable, Unravel Flo—Lock Grip 2" and Remove Eye Bolt, Slip Through Steel Line Slotted Girts, then Reassemble Cable. Date Date Date U2 Bolts At Rigid Frame Ridge Jun '17 U3 Bolts At Rigid Frame Rafter To Jun '17 W1 0 Girt To Hot Rolled May '19 ZZ CABLE AT FLUSH WALL GIRT Page Rafter Connection Rev Page Column Connection Rev Page Endwall Rafter Rev Drawing has been digitally signed. MB—U2 00 MB—U3 00 MB—W10 00 `�� lint/ttlj, E r c, N. • '7��'�f ••, ISSUE DATE DESCRIPTION BY CK'D DSN 1 ] Jan 07, 2021 % , A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ I``F 111 II "i� IrrF.I` 1I • IrrI ��d ,III No 54910 *' .IL-JI JI ail ll�^I� Ill p ,„i, 2612 GRIBBLE STREET ••.* r NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },'S�, hL.I l.[f��ll(„ �_,I"111.'' 1-800-643-5555 EdbAdd 1979 ♦ : r PROJECT: TODD THOMPSON ,r� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 �I� '••••••'r� ��,,1 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU Ijp,fQA'll; 12/23/20 N.T.S. 1 A 17-13-86402 DET4 0 =Xpires 02-28-2023 Page Page Page PBR Wall Panel PW02106 PBR Roof Panel GPR04016 PBR, RBR, AVP, Or VistaShadow Wall Panel GDO1010 Base Channel With Panel Recess Date Rev Side Lap And End Lap Details Date Rev Alternate Panel Splice (Non Lapping) Date Rev All 8 02 Apr'19 04 Feb'19 06 Sheeting Direction Fastener 4 Fastener #4 # Prevailing Wind 4-14 x g' ILL g 4-14 x ILL SD W/Washer SD W/Washer At 1'-8' O.C. 1'-8" O.C. Tape Sealer >ill x 3" Tape Sealer HW507 12' x HW507 Angle RA1-- Fastener #17A Section Thru Panel Side Lap 12-14 x 14' SD W/Washer 5"-7"-5" O.C. — PBR Upper Wall Panel 1'-0" O.C. — RBR, AVP, VistaShadow sheet' h (See Note) Fastener 1B Base Channel eetr-29 D/r # Fastener 4 ect- a 14 x 11" SD W/O Washer # Two Continuous Layers a 14 x $" ILL Tape Sealer ' x —0" O.C. SD W/Washer HW507 Girt PBR Wall Panel At 1'-8" O.C. Fastener #17A Fastener #3 Wall panel must be held 12-14 x 14" SD W/Washer 12-14 x 14' ILL off of splice trim a 5"-7"-5" O.C. SD W/Washer minimum f 4' to prevent o Concrete Fastener At 5"-7"-5" O.C. bottom of wall panel from 4'0 Minimum rusting. 4'-6" O.C. Maximum Purlin _ (Nat by Metal Building Mfr.) I I I I I I I d Splice Trim F402 Fastener #17A 12-14 x 14' SD W/Washer d ° 5"-7"-5" O.C. — PBR d a Q I 1'-0" O.C. — RBR, AVP, VistaShadow Panel Endlap Detail Eave Strut Lower Wall Panel (See Not) 4" Piece Of Tape Sealer 1" x 32" HW506 (Overlap tape sealer on closure y a 1„ minimum) Inside Closure HW455 I Note: With Tape Sealer 1" x 3-2' Panel profile, color, and/or orientation may HW506 Top And Bottom vary between upper and lower panels. See Eave Trim erection drawings for requirements. Panel Sidelap Detail (When required, may require attachment Wall panel must be held off of base At Low Eave trim a minimum of 4" to prevent before installing roof panels) bottom of wall panel from rusting. Drawing has been digitally signed. U ti►►JJJJ! •,'e • E "� i ISSUE DATE DESCRIPTION BY CK'D DSN —�•~ II lli Jan 07, 2021,: No 54910 ••l r;..� 2612 GRIBBLE STREET '+ NORTH LITTLE ROCK, AR 72114 A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ III Fbza 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �� ]. b 9 1-800-643-5555 PROJECT: TODD THOMPSON ,, STATE OF 4U CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �+'r ':�j R, -. *�# 46 LOCATION: FORT PIERCE, FL,349SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU II4F ,%�� ,,, AD DATE 12/23/20 N.T.S. 1 A 17—B-86402 DET5 0 Expires 02-28-2023 Page Page PBR Wall Panel PWO5002 PBR Wall Panel PWO5003 Panel Side Lap Date Rev Fastener Location Date Rev Mar'191 03 Aug'15 04 See Note #1 21' 7" 5" 7" 5" 7" Note #1 See Note #2 Fastener #17A 12-14 x 14' SO W/Washer See Note #3 Sheeting Direction Building Side Note #2 Fastener #17A See PW05011 for Panel End Lap 12-14 x 14' SD W/Washer See Note #1 1'-0" O.C. Bearing Leg Note #3 e Fastener #4A Fastener,#4A a 14 x g' SD W/Washer SD W/Washer O.C. 1'-8" O.C. See Note #2 Sheeting Direction CORRECT Eave Strut Wall Girt See Note #2 m Building Side ® Z Wall Girt Exposed Bearing Leg Fastener #4A Sheeting Direction y 14 x $' SD W/Washer See Note #1 at 1'-8' O.C. WRONG Wall Base Member Drawing has been digitally signed. `tik-'E til ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 `• ;. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' ��I "1 2s1z GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ 1979 1—800-643-5555 EdbAdd ��• * u. PROJECT: TODD THOMPSON •'� •� STATE OF 4U CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I"'1"QA't0 12/23/20 N.T.S. 1 A 17—B-86402 DET6 0 Expires 02-28-2023 Eave Gutter Part Numbers Parapet Style Southern Standard Southern Large Back Panel Angle Trim F3535 Cascading F1308 F1338 Classic F760 F4130 'See GDO6002 For Outside Closure Contoured F2008 F2038 Part Numbers. Signature F46 F3830 Cap Trim \ Edgecraft F6120/F6000RL F6121/F6001RL F3530 Apply Urethane Tube Sealant HW540 'Outside Closure End Cap Transition 8 Wlh Tape Sealer 'x 3}"HW507 F3531 R/L F52 Around Field Notch 7x Eave Gutter End Cap Part Numbers Perimeter Of Closure Style Southern Standard Southern Large SL \ Cascading F13D9RL F1339RL \ Angle Trim Classic F761RL F4131RL F3535 See Angle Trim t' Contoured F2009RL F2039RL Eave Trim Detail') _ Signature F47RL F3831RL Q. " ----- Edgearaft F6012RL F6013RL Transition Trim F852 End wall Field Notch And (Edgecraft Southern Standard Trim Is Shown On Drawing. (See"Transition Trim Extend Transition Refer To The Erection Drawings For PmNe Based On Building Order.) Notch)etail") Parapet Panel Transition Trim Notch Detgll Trim F852 To (Profile May Vary) End Of Roof Panel Outside Closure HW456 With Urethane Tube Sealant HW540 Perimeter Of Closure PER Roof Panel Gutter Strap Cap Channel � L Eave Trim Field Notch Leg ® /' To Fit Around Cap Channel / n Came,Trim Angle Trim //J F3535 Transition Trim LL PErd araP 11 Pan el L... G Eave Gutter (See Table For J � Part Numbers) Field Notch J71 If f An le Trim To Allow Side Wall Panel 9 / (Profile May Vary) Transition Trim F8 / ® To Extend To End O / / Root Panelel / ® / Gutter End Cap / (See Table For Eave Trim ® / Part Numbers) / Corner Trim •Outside Closure With Tape Extend Angle Trim To Sealer} x J"HW507 Bottom Of Gutter Perimeter Of Closure d wall Parapet Panel Parapet Back Field Notch Leg Panel Cup Channel Of Comer Trim To Fit Around Eave Trim Fastener#4A —14 x b"SO W/Washer At 1'-8"O.C. Angle Trim Comer Trim \ F3535 \ Fastener#4A }-14 x�'SO W/Washer urethane Tube Sealant At 1'-0"O.C. HW540 I Fastener#17A Fastener#4A \ \ 12-14 x ij"SD W/washer 2' }-14 x r SO W/Washer Angle Trim/Eave Trim Detail At 1'-0'O.C. Min. At l'—O"as End Wall Parapet Trim Termination At Low Eave Comer Reg. PBR Roof GPR23028 Section A Dale Rev Southern Standard/Southern Large Eave Gutter 1u1'20 02 Drawing has been digitally signed. `tit tititll�t ISSUE DATE DESCRIPTION BY CK'D DSN 1 —'—�•• `. / w tt rrI--1ppiIlk ,li " Jan 07, 2021 A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ ]I, �I]L�I�V�ILyl11 ll. I� 11� �I ]��I__�II 2612 GRIBBLE STREET �� 5491 M 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ ]?I,'U'11.1,1''101J 1411] {,1°�? >�) , I��,^I NORTH LITTLE ROCK, AR 72„4 1-800-643-5555 .• * 1y. •' Est ' ]979 PROJECT: TODD THOMPSON •', STATE OF 4u CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �i ••:�j R LOCATION: FORT PIERCE, FL,34946 �I� '••••••'r� ��,,1 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU IJ"Q A't0 12/23/20 N.T.S. 1 A 17-13-86402 DET7 0 =Xpires 02-28-2023 Page Page PBR Roof Panel GPR00011 PBR Roof Panel GPR04015 Fastener And Tape Sealant Location Date Rev End Lap Detail Date Rev Apr'19 01 Apr'19 03 Fastener #3 12-14 x 14' LL SD W/Washer 4 At 5"-7,-5" O.C. Two Continuous Layers PBR Panel Tape Sealer ' x 33E" HW507 Down Slope Of Screw Line 9 2" 9 t 9 "2 PBR Panel 221" 21" 21" Sheeting Direction Purlin See "GPR04016" All Roof Members Except As Noted Below Roof Panel End Lap 1'-0" 1'-0" 1'-0" 212" 7„ 21" 21" 7„ 21" 21" 7„ 21" Fastener #3 12-14 x 14' LL SD W/Washer Sheeting Direction See "GPR04016" At Eave Strut, Panel End Lap And Peak Purlin Note: End Lap Fastener Spacing Screw patterns shown satisfy U.L. 90 requirements for roof. Drawing has been digitally signed. `tit tititll�t UG •r E ISSUE DATE DESCRIPTION BY CK'D DSN Jan O7, 2021 `• ;. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' "1 2612 GRIBBLE STREET No 54910 i :IE-31: [_ ��.]C:' ail►��C.��.1:_ _ '•. _ NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �',«.,CCL.�,!.[l'��Ad ;1 7i,':i']N l moil;. 1-800-643-5555 1979 ��• * u. PROJECT: TODD THOMPSON •'� •� STATE OF ::4u CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �r'� ':�j OR 'N�� LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I�QA't�;�� 12/23/20 N.T.S. 1 A 17—B-86402 DET8 0 x ires 02-28-2023 ge Downspout Strap Attachment Page DP00011 PBR Roof Panel PaWPR05010 PBR, RBR,AVP, Vistashadow, & IMP Fully Sheeted Wall Date Rev Classic Rake Trim End Lap Installation Detail - 14'Wall Panel Date Rev Feb'17 03 May, 19 05 Fastener #4 Fastener #4 a 14 x g" ILL SD W/Washer 1 >„ At 3" O.C. (Trim Color, For Fastener #4A a 14 x g LL SD W/Washer Placement See Details Below) At Lap All Profiles (Trim a 14 x g' SD W/Washer Color) (1) at F797 Downspout Strap (2) at F81, F903 and F1829 F797 — 32'x4" and 4"x5" Downspouts F81 — 6"x6" Downspout Fastener #SS F1829 — 8"x8" Downspout g'U x 16" Pop Rivet SS F903 — 9z'x9z' Downspout (1) Per Side at F797 (2) Per Side at F81, F903 Downspout Slope and F1829 (4"x5" Shown) PBR Wall Panel Attachment S/ope Fastener #4A \ Fastener #14 �„ Downspout Strap ill 1 14 x 8 SD W/Washer Urethane Tube Sealant 2 g x 16 Pop (1) at F797 F797 — 3� x4' and 4"x5" Downspouts 1 HW540 4' Bead To Lap LOP 1� Rivet SS At F81 — 6"x6" Downspout 2" O.C. (For (2) at F81, F903 and F1829 F1829 — 8"x8" Downs out 1 Over Tape Sealer \\ P Placement, See Fastener #14 F903 — 92'x92' Downspout Details Below) g'0 x J" Pop Rivet SS ' (1) Per Side at F797 Downspout (2) Per Side at F81, F903 RBR Wall Panel Attachment (4"x5" Shown) Urethane Tube and F1829 Sealant HW540 / 4' Bead Rake Trim (Profile Backside View Of Lai) Varies, Southern Standard F764 Fastener #4A Downspout Strap Shown) SD W/Washer F797 — 321"x4" and 4"x5" Downspouts a 14 x g' (1) at F797 F81 — 6"x6" Downspout Fastener #4 Fastener #4 Fastener #4 (2) at F81, F903 and F1829 F1829 — 8"x8" Downspout Fastener #4 (4) Required (4) Required (4) Required Fastener #14 F903 — 9Z"x9Z' Downspout (4) Required At Lap At Lap At Lap g'4 x 117 Pop Rivet SS At Lap Downspout (1) Per Side at F797 AVP/Vistashadow (4"x5" Shown) (2) Per Side at F81, F903 Wall Panel Attachment and F1829 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"x8" Downspout Fastener Fastener #14 F903 — 921 x9gr 14 Fastener #Downspout # g'o x 1j" Pop Rivet SS (7) Required Fastener #14 (7) Required Fastener #14 (1) Per Side at F797 Downspout At Lap (7) Required At Lap 8) q Required (2) Per Side at F81, F903 IMP Wall Panel Attachment (4"x5" Shown) At Lap At Lap and F1829 Southern Standard F764 Southern Large F4150 Northern Standard F375 Northern Large F1008 Drawing has been digitally signed. `tit tititll�t I'�"'`r -�1� UG •r E -,�jvC o ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 `• ;. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "Il 1" 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[P(I[;; ;-u3i,':i']Ll moil;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF : 4i9 CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P. 'N�� LOCATION: FORT PIERCE, FL,34946 � a�I6 •••••••••r•• ��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER I S S Ue4I�QA't�; 12/23/20 N.T.S. 1 A 17—B-86402 DET9 0 Expires 02-28-2023 Page PBR Roof Panel GPR06003 Fixed Ridge Detail Date Rev Apr'19 04 Fastener #4 '-14 x g' i LL SD W/Washer 1 (6) Required T Die Formed Ridge Cap F52 I Fastener #3 12-14x14" LL SD W/Washer op Fastener #4 '-14 x g' LL SD W/Washer PBR Roof Panel • i (6) Required Insulation (Not by Metal Building Manufacturer) Tape Sealer 1" x 32 H W506 Optional Ridge Insulation Trim F684 Peak Purlins 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. Drawing has been digitally signed. `tit tititll�t UG •r E ISSUE DATE DESCRIPTION BY CK'D DSN Jan O7, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' "1 2612 GRIBBLE STREET No 54910 i :IE-31: [_ ��.]C:' ail►��C.��.1:_ _ '•. _ NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[P(I[;; ;-u3i,':i']N l moil;. 1-800-643-5555 PROJECT: TODD THOMPSON •'� •� STATE OF : ti9 CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON 'N�� LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I,fQ 12/23/20 N.T.S. 1 A 17—B-86402 DET10 0 =xpires 02-28-2023 Page Page Roll Form Downspout Layout Date R DP00001 PBR Roof- Eave Gutter End Lap Installation Date R WPR04002 ev ev Apr'19 03 May'119� 05 Field Notch top flange Gutter (profile Ma Field Locate Opening In Gutter (4) Fastener #14 Seal Downspout to 1/8" x 3/16" Gutter connection with Tube Sealant H W540 Upper Downspout Fastener #14 1" All F320 (1 C'-6") 14�— 9 o X F313 (14'-6") (2o)f 4 bead runs 2" o.c. max. Downspout Strap F797 (TYR) Tube Sealant (For placement see details below) See DP00011 thru DP00014 For Eave Gutter Downspout Strap Fasteners (Profile varies, Northern Standard Lower Downspout o F391 shown) F320 (10'-6") F313 (14'-6") (6) Fastener #14 1/8" x 3/16" (TYP. At Splice) ttt Downspout Kickout 2" 0-c- max- F321 I max. Typical Spacing (12) Fastener #14 (15) Fastener #14 (15) Fastener #14 (1 7) Fastener #14 11�'UH nn-�—� required at lap aired at lap �required at lap �re aired at lap required Note: I. 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 length starting at the swaged end. After cutting to length, insert the swaged end of the cut downspout into the top of the lower downspout. 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid Southern Standard Southern Large Northern Standard Northern Large point of downspout longer than 10'-6". See DP00011 thru DP00014 for downspout strop fasteners. F760 F4130 F391 F883 Drawing has been digitally signed. `tit tititll�t Z ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ 2612 GRIBIBLE STREET No 54910 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ NORTH LITTLE ROCK, AR 72114 EdbAdd 1979 1-800-643-5555 'J 1,C�E PROJECT: TODD THOMPSON 7•p * STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID 101 NUMBER SHEET NUMBER ISS117141111"41t#1111111% % "tIIIIIIII0 12/23/20 � N.T.S. 1 A 1 7—B-86402 DETI 1 0 =xpires 02-28-2023 Page Page PBR Roof Panel - Classic Southern Standard and Southern Large Gutter WPR02001 PBR Roof Panel - Southern Standard And Southern Large WPR05002 Sheeted Wall Date Rev Classic Rake Trim -Sheeted Wall Date Rev May'19 09 May'19 08 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 Fastener #4 Gutter Support 4 14 x g' LL SD W/Washer PBR Panel At 1'-0" O.C. Tape Sealer 1" x HW506 Rake Trim Standard F764 (Shown) Fastener #17A Section A Large F4150 12-14 x 14' SD W/Washer At Each Roof Member Fastener #17A 12-14 x 14" SD W/Washer Fastener #4 Sheeting Angle 21[-14 x g" LL SO W/Washer RA1 at 1'-0 O.C. Gutter Support Fastener #3 Standard F893 (shown) 12-14 x 121[" LL SD W/Washer Large F3357 gee Sheeting at 5"-7"-5" O.C. attached with (3) Fastener #4 Layout Inside Panel Closure HW455 4 14 x $" LL SD W/Washer y with Continuous Tape Sealer (See Erection Drawings 134" HW506 top and bottom for Spacing) "A" —————————————————— See Detail Below Eave Gutter Standard F760 (Shown) Note "A" Large F4130 Fastener #14A g'4 x „ 5'-0" O.C. Fastener #17A Outside Panel Closure Eave Trim 12-14 x 14' SO W/Washer See GD06003 F2955 Rake Trim Rake Trim Without Closure Fastener Rake Slide Trim #14 Fastener #4 F215 A g"o x 7' "Optional" Outside 4 14 x $" SD W/ 3'-0 O.C. Panel Closure Washer At 1'—O" O.C. (See GD06002) With Closure Fastener #14A / Fastener #4A / Outside Panel 81-0 x 4-14 x 8" SD W/ Closure 1'-0 O.C. See GD06003 Washer At 1'-0" O.C. Standard Alternate For Roof Runs 100'-0" Or Less For Roof Runs Greater Than 100'-0" Drawing has been digitally signed. `tit tititll�t U -�1� G •r E -,�jvC o ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 `• ;. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[P u31,',:i]Nll.�ll;. 1-800-643-5555 — •* EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF : 4i9 CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t P. 'N�� LOCATION: FORT PIERCE, FL,34946 � a�I6 •••••••••r•• ��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I 12/23/20 N.T.S. 1 A 17—B-86402 DET12 0 =xpires 02-28-2023 Page PBR Roof Panel GPR05001 Peak Box At Fixed Ridge Date Rev Jul'20 1 07 Fastener #4 a 14 x g' LL SD W/Washer (8) Required 1 Peak Box I — _J (See Chart) L Roke Trim 11 I Rake Trirn 1 I ® O® 1" 1" Fastener #4A Min. Min. SO W/Washer y 14 x $° At Wall Panel High Ribs Peak Box (Top View) Fastener #4 —14 x g' ILL SD W/Washer e e e e e e (10) Required o 0 Peak Box Tape Sealer 1" x 332 Fastener Placement (See Chart) HW506 Rake Trim Fastener #17A 12-14 x 14' SD W/Washer Sheeting Angle RA1 Outside Panel Closure See GD06003 I Fastener #4A 1 14 x g' SD W/Washer At Wall Panel High Ribs O Peak Box Trim Roof Panel Southern Southern Northern Northern Profile Location Standard Large Standard Large Cascading F1519 F1585 F1672 F1760 Note: Classic F160 F4153 F381 F1024 Flashing profile varies dependent on the Contoured F2219 F2285 F2372 F2460 building order. Attachment as illustrated Signature F916 F3853 F236 F1018 is applicable for all profiles. Edgecraft SL<=4^ F6028 F6029 F6030 F6031 Edgecraft >y°<=3" F6036 F6037 F6038 F6039 Drawing has been digitally signed. `tit tititll�t UG •r E ISSUE DATE DESCRIPTION BY CK'D DSN ,_, Jan O7, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "II " ' "1 2612 GRIBBLE STREET No 54910 i :IE-31: [_ -i'��,.]C:' .l[�,- ail►��C.��.1:_ _ '•. _ NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ 1-800-643-5555 PROJECT: TODD THOMPSON •'� •� STATE OF :•�rrtlt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I�Q Al- 12/23/20 N.T.S. 1 A 17—B-86402 DET13 0 x ires 02-28-2023 Page Page Single Skin Wall Panel Outside Closure Requirements at Eave DatGD06002 Single Skin Wall Panel Outside Closure Requirements at Rake DatGD06003 Rev Feb'19 02 Feb'19 02 Eave Strut Eave Strut Rake Angle Rake Angle RA1 RA1 Eave Trim Eave Trim (Profile Varies) (Profile Varies) I I I I I I I I Rake Trim Rake Trim I (Profile Varies) (Profile Varies) Outside Foam Closure I I (See Chart) Outside PBR I Metal Closure Outside Foam Closure Outside Metal Closure HW429Ile Closure (See Chart and Note #2) PBR Wall Panel HW429 or HW429A il- Wall Panel Wall Panel (See Note #3) (See Chart) PBR Wall Panel (See Chart) I Detail at Foam Closure Detail at Optional Metal Closure For PBR Panel Only Notes: Detail at Foam Closure Detail at Optional Metal Closure 1. Outside Panel Closures are Required at all Sheeted Endwalls. (Low Eave Shown High Eave Similar) For PBR Panel Only 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 (Low Eave Shown High Eave Similar) for Roof Slope Greater Than 4:12. Field Form/Notch HW422 to Panel Profile. Note: 3. PBR Wall Panel Outside Metal Closure HW429 for Roof Slope 0 :12 Thru 1 1 :12 and HW429A for Foam Closures Are Required When Job Requires Air Infiltration Roof Slope Greater Than 31 :12 Thru 412 :12. Or Sealed Wall Requirements, See GD16002. 4. Rake Slide Trim Required for All Standing Seam Roofs and at Screw Down Roof Runs Greater Than 100'-0" 5. Foam Closures are Required when Job Requires Air Infiltration or Sealed Wall Requirements, See GD16002. Wall Panel Foam Closure PBR HW456 AVP HW465 Rake Angle Wall Panel Foam Closure PBU HW460 RA1 PBR HW456/HW422 VistaShadow HW465 AVP HW465 NuWall HW424 PBU HW460 VistaShadow HW465 PBC HW462 Rake Trim � NuWall HW424 PBD HW463 (Profile Varies) pp ShadowRib HW412I PBC HW462 Rake Slide Trim PBD HW463 esigner eves F215 (Fluted Only) (See Note #4) ShadowRib HW412 RBR (Reverse HW455 Outside Foam Closure Shown Designer Series HW4037 Rolled PBR) Metal Closure Optional (Fluted Only) RBU (Reverse HW459 Wall Panel RBR (Reverse HW455 Rolled PBU) (See Chart) Rolled PBR) 7.2 HW461 RBU (Reverse HW459 Detail at Rake Slide Trim Rolled PBU) 7.2 HW461 Drawing has been digitally signed. Ae� U� •t `, 7j�`0'• .t� f ISSUE DATE DESCRIPTION BY CK'D DSN , Jan O7, 2021 `• r,. A 11 19 20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I " 2612 GRIBBLE STREET Na91 i / / ,�I�Ili111JI, ur.l _.fit 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ NORTH to oo—sTTLE �sKSs s AIR �zt 4 �nad.er979 PROJECT: TODD THOMPSON r STATE OF �<tt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �N�.�' LOCATION: FORT PIERCE, FL,34946 I> SIOAl- ,, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU tttlllililit�tt 12/23/20 N.T.S. 1 A 17—B-86402 DET14 D x Tres 02-28-2023 Page Page Page PBR Roof Panel - Southern Standard and Southern Large Low Eave Rake WPR04004 PBR Wall Panel PW03001 TH06006 1 Date Rev Date Rev Screw Application Date Rev Corner with Eave Gutter- 1 "4 Wall Panel May'19 07 Outside Corner-On Module Al 1 08 May'19 01 Fastener #14 Fastener #4 g0 x 16" Pop Rivet SS Tape Sealer 4-14 x g' ILL Fastener #4 (4 Per Lap) HW506 SD W/Washer a 14 x $" ILL Rake Trim to SD W/Washer Fastener #4A Mitered Rake Trim 7" Standard Grade Standard Roof Panel 3" O.C. max. a 14 x 8 N o SD W/WasherF764L (Shown) 1 -0 O.C. max. Fastener #14 F764R (Opposite) I"o x 3" � � (2 Per Lap) Fastener ( PP ) a 7 ® Description Number Application Larae 2" O.C. max. 0 0 F4150L (Shown) (9) at Standard F4150R (opposite) \ (10) at Large 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) 712-14 x 1 1/2" Type 2 17B Member Screw �e (Up To 6"Insulation) F'�e\d Determ Trim Lap Field cut " PBR Panel ^^^ Notch to allow Rake Trim to overlap lip of Gutter J Long Life Mitered Eave Gutter Field Cut flush Fastener Standard with Face of Panel Description Number Application F760R (Shown) or Trim End Cap F760L (Opposite) 1/4"-14 x 7/8" Type 1 4 Stitch &Trim Screw Standard Large F761R (Shown) F413OR (Shown) Member Screw F761L (opposite) F4130L (opposite) 2-14 x 1 1/4" Type 2 3 (Up To 4" Insulation) Field Determine Large Fastener #4A Member Screw Fastener 14 1 14 x g" SD W/Washer F4131R (Shown) # 12-14 x 1 1 2 Type 2 3A F4131L (Opposite) 81, x 3 1'-8" O.C. (Up To 6" Insulation) End Cap 2" O.C. max. Gutter (12) at Standard (14) at Large I Steel Line �I 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install Field Cut Panel Cap at a field determined distance in from the end of the Gutter Inspect after installing and seal any gaps with Tube Sealant. As Required 1a' Standard 2.) Attach Eave Gutter to Roof Panel locating end past face of 1I Large Panel or Trim. (See Gutter Placement) 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Steel Face Panel Trim as shown. Apply Tube Sealant along edges to seal. Outside Corner Trim Line or Trimm F830 4.) See Eave and Rake Construction Details included with Erection Gutter Placement Drawings for attachment of Eave Gutter and Rake Trim to Roof and Walls. Drawing has been digitally signed. Awvv— `tit tititll�t EjvC ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 `• ;. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. 7�';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[P u3i.',:i']Ll a�oil;.i 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •', •� STATE OF Ott/ CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON 'N�� LOCATION: FORT PIERCE, FL,34946 � a�I6 •••••••••r•• ��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I 12/23/20 N.T.S. 1 A 17—B-86402 DET15 0 =xpires 02-28-2023 Page Page Page PBR Roof GPR07004 GD15002 WPR04003 Parapet Rake At Sheeted Wall Parapet Cap Trim Detail - ShadowRib Wall Panel Date Rev PBR Roof- Gutter Expansion Installation - 100'-0" Maximum Date Rev Apr'19 R08 May'19 03 May'19 05 (6) Fastener #4 One bead of Tube a 14 x g" LL SD W/Washer Sealant at lap Wall Panel Varies (4) Fastener #14 Expansion Gutter (PBR Shown) 8" x tb" Pop Rivet Cap (See Table) Fastener #4 Gutter li '-14 x g' ILL SD W/Washer (See Table) 11 �i (2) Fastener #14 Parapet Cap Trim F3530 End Lap �I one side only Fastener #113 41-14 x 1211' at 2'-0 O.C. 2" Minimum End Lap, Field Miter at corners & (1) Fastener #4 End Cap F3531 at terminations. Gutter End 4-14 x J" ILL SO W/Washer Cap (See a Only at Cap Trim end lap Table) Parapet Cap Trim F3530 �o At 10" & 12" Channels: Parapet Channel Girt Urethane Tube Sealant F3532 Cap Trim Support tz--1 HW540 (2) 4' Beads Hold Trim " Gutter End Cap above Channel (See Table) Gutter Optional 5-0" of "" (See Table) Tape Sealer 1' x 31, Fastener #17A HW507 at Each Panel /� 12-14 x 14' Side lap Fastener #4A SO W/Washer Inside Panel Closure '�-14 x $' 5"-7"-5" O.C. HW455 — PBR Field cut Panel and SD W/Washer 6„ Fastener #4A 3 \ HW459 — PBU �1 Bend cut Edge up O.C. '-14 x �" 7SO W/ " $ HW464 — AVP/Vistashadow SO W/Washer 2 ., "Optional" Outside „ 3» 1'-0 O.G. Sheeting Angle 1 With Tape Sealer � x � HW507 /— �„ Panel Closure I I I I RA3 on top and Bottom (See GD06002) "Optional" Outside Fastener #17A Panel Closure _ __ _ Panel Clip HW6602 (See GD06002) 12-14 x 14' SD W/Washer (2) Fastener #1 (See Wall Panel Fastener Location Detail 41"-14 x 1" per clip Note #1 for Spacing Requirement) Alternate Detail PBR or PBU Back Panel Transition Trim F852 (10) Fastener #14 Gutter Ex Fastener #4 passion 1_ �� This end only Cover (See Table) 4 14 x g LL SD W/Washer at 6" O.C. This 5'-0 max. ShadowRib Wall Panel of Tape Sealant Tape Sealer 1" x 3" PBR Roof Panel Girt HW507 at each panel HW506 Continuous sidelap above Roof I I I I I I Expansion Expansion Gutter Gutter End Cap Cover Cap —4» Roof Member Fastener #17A Southern Standard F760 F761 (12) Fastener #14 F643 F635 4 12-14 x 1"' SD W/Washer Southern Large F4130 F4131 (14) Fastener #14 F4102 F4132 (2) at Each Roof Member Northern Standard F391 F392 (15) Fastener #14 F656 F658 Steel Line Northern Large F883 F894 (17) Fastener #14 F641 F629 Drawing has been digitally signed. `tit tititll�t �UG •r E q �. ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 `• ��, A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "Il " ' ��I "1 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[l'�11[;; ;-u3i,'„i]N l l.�l�;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF : 4i9 CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ..... j R t P a�. 'N�� LOCATION: FORT PIERCE, FL,34946 �I6 •••••••••r•• ��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I 12/23/20 N.T.S. 1 A 17—B-86402 DE T16 0 =xpires 02-28-2023 Page Page Page PBR Wall Panel - Four Sided Framed Opening -Trim Installation with Field PW06022 PBR Wall Panel - Four Sided Framed Opening PW06023 PBR Wall Panel - Four Sided Framed Opening PW06024 Date Rev Date Rev Date Rev Notch Panel at Head Trim Mar'20 05 Field Notch Panel at Head Trim Mar'20 05 Trim Installation With Field Notch and Bend Tabs at Head Trim Mar'20 06 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 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. OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + 6" (+2" Lap when req'd) Opening Width + 6" (+2" Lap when req'd) Field Cut Opening Width + 6" (+2" Lap when req'd) and Remove Opening Width + 3" 3" Opening Width 3 See PW06023 Head Trim F481 12 Opening Width 1 See PW06025 & PW06027 & PW06027 0 0 r'J ° Head Trim F481 ° Front View 2" Lap with (2) Fasteners #14 ° Head Trim F481 ° End View Field Notch and Bend See 8" xaulking 16" Pop Rivet and HW540 lee PWO6030 a 11" Tab behind Jamb PW06030 a C Trim. Attach with Fastener #14 $" x 16" Note: ^ "Optional" � Fastener #14A g" x g" Pop Rivet Pop Rivet. See Fastener #14A e" x 8" Pop Rivet For Optional' Opening Width 3" Opening Width 3" PW06025 for details. at 20" O.C. at Cold Form Channel Closure Trim Field notch Panel a at 1'-8" O.C. at Cold Form ° OR ° see PW06028 at Head Trim OR o Fastener m Fastener #16 Note: 16 3 12-24 x 1 Pancake SD DP5 For Optional Channel 12-24 x 12 Pancake SD DP5 Closure Trim see a W/O Washer at 1'-8 O.C. _ Q W/0 Washer at 1'-8" O.C. o at Hot Rolled o at Hot Rolled PW06028 N = N = 4" Bead of HW540 Tube Caulking 0 4" Bead of HW540 Tube Caulking ° ( ) —0— 0 Header to Sill see section S ° from Header to Sill (see section) ° =�a ;� a 2" Lap with (2) + a 2" Lap with (2) + 0 Jamb Trim F482 Jamb Trim F482 0 o Fasteners #14 Fasteners #14 Head Trim F481 t or Alternate F484 or Alternate F484 „ Jamb Trim F482 Jamb Trim F482 M J" x 6" Pop Rivet Caulk with HW540 or Alternate F484 or Alternate F484 0 & x Pop Rivet O Typ at Head, Sill & = at these edges = Typ at Head, Sill & = See PW06027 Jamb Trim when s Jamb Trim when a after installation 0 Fastener #4A required. Field notch for Jamb Trim a c Se 0 required. Field notch o See 4"-14 x 2 SD W/Washer ° as req'd. field cut detail 0 0 ° ° as req'd. PW06029 at 1'-0 O.C. at Panel Rib o- a PW06029 Fastener #4A 0 0 o See (2) Fastener #14 4 —14 x g" SD W/Washer (2) Fastener #14 1• -1., Jamb Trim F482 at 1'-0" O.C. See a 8 x r� Pop Rivet PW06030a 8 x 16 Pop Rivet at Tabs at Tabs or Alternate F484 at Panel Rib PWO6030 See PW06026 �-)See PW06026 71--) Sill Trim F848 & PW06027 Sill Trim F848 & PW06027 0 0 N ° °o 0 0 0 ° ° Fastener #14A g" x Pop Field cut Panel 0 0 0 0 ° Rivet at 20" O.C. at Cold Form (2) Fastener #14 OR (2) Fastener #14 1„ 11, 3„ Fastener #16 1z„ Opening Width 1z„ 8" x -1" Pop Rivet 12 Opening Width 12 g x Ts Pop Rivet 1„ P 9 12-24 x 1 Pancake SD DP5 at Corners a16 t Corners � Field Cut Field Cut W/O Washer at 1'-8 O.C. and Remove Opening Width + 3" and Remove Opening Width + 3" at Hot Rolled Note: Panel position is shown with Opening Width + 6" (+2" Lap when req'd) Opening Width + 6" (+2" Lap when req'd) 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 Note: All trim is to be Note: Field measure Opening Width insulation is applied to walls measure before cutting Panel and Trim. installed BEFORE blanket and Height before making field cuts Note: All trim is to be Note: Field measure Opening Width 9 insulation is applied to walls. and adjust cut dimensions accordingly. installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. Drawing has been digitally signed. yty� tliiit/jI'll UG N ISSUE DATE DESCRIPTION BY CK'D DSN Jan O7, 2021 r,. A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ IE LJI. ' 2612 GRIBBLE STREET . No 541 ••; M 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ „«.,CIICIL.� !.[P(II[;; i '„Ci']��J!c�iil'i:" NORTH LITTLE ROCK, AR 72114 1-800-643-5555 1979 PROJECT: TODD THOMPSON •'t STATE OF Alt: CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ••:�,< O R t 4`• •�� LOCATION: FORT PIERCE, FL,34946 �I� •'•••••'• CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I�Q Q'-i 1`0: ;,o 12/23/20 N.T.S. 1 A 17—B-86402 DET17 Expires 02-28-2023 Page Page Page PBR Wall Panel - Four Sided Framed Opening - Field Notch and Bend Tabs PW06025 PBR Wall Panel - Four Sided Framed Opening PW06026 PBR Wall Panel - Four Sided Framed Opening PW06027 Date Rev Date Rev Date Rev at Head Trim Mar'20 05 Sill Trim Installation Mar'20 04 Jamb Trim Field Cut Details Mar'20 04 Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 1" OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. *Note: Field measure Opening Width + 6" (+2" Lap when req'd) I Opening Width and cut Sill *Opening Width + 3" Trim to required length. Opening Width + 6" (+2" Lap when req'd) i„ t„ *Opening Width + 3" *Note: Field measure *Field Cut Remainder g *Opening Width 12 Opening Width and and Remove Sill Trim F8487 r, 1 " 1 ., *Opening Width 1 cut Head Trim to Top View 1g *Field Cut required length. Remainder and Jamb Trim F482 Alternate Jamb Trim F484 Jamb Trim F482 Remove Head Trim F481 or Alternate F484 \\\ � View Top View N\\ 2" Lap with H W540 3g�" Field cut 2" tab and \ Caulking Z„ 31„ be up 90 degrees $ Front View under Sill Trim Field cut and remove Field Cut and Remove 2" Lap with (2) Fasteners #14 End View 2 See End Cut Detail A" x li" Pop Rivet and HW540 Sill Trim Do not cut or remove Caulking F848 face of Sill Trim. See Corner Detail. 2„ Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket Note: Jamb & Head Trim are ^ insulation is applied to walls to be installed BEFORE blanket 2 � insulation is applied to walls � „ Bend 11" Tab "' 14 down 90 degree Note: Panel position is shown with 5" 9 Note: Panel position is shown with Panel Rib 8 Panel Rib and Opening on 1'-0 module. a TLocation of Rib may vary depending on starting 6" from Steel Line and Opening on Field Cut the Opening Width and location. Field Caulk with HW540 at this 1'-0" module. Location of Panel Rib may vary 3 (2) Fasteners #14 edge after installation de endin on the 0 enin Width and location. and Remove measure before cutting Panel and Trim. depending Opening o_ t„ 3" Field measure before cutting Panel and Trim. Side View at Head Trim g x T6 Pop Rivet End Cut Detail Corner Detail at lap (Viewed from top of Head Trim) Field cut Panel N — --- 1 Opening Width Jamb Trim F482 `" = 2" Lap when required. Opening Width o or Alternate F484 + � Field cut and notch — Field Notch and Bend 12' Tab Field cut 2" tab and 2 a as required. behind Jamb Trim. Attach with bend up 90 degrees o Fastener #14 g' x 3 Pop Rivet under Sill Trim L = Field cut 2" (2) Fastener #14 ° = tab and bend a 0 o g' x li" Pop Rivet o up 90 degrees a at Tab to fit under 2 Field cut 2" tab and O a Sill Trim bend up 90 degrees Head Trim F481 — Sill Trim F848 0 � to fit under Sill Trim See PWO6027 for Jamb = o Trim field cut detail N rn Jamb Trim F482 or Alternate F484 C (2) Fastener #14 Side View at Sill Trim Fastener #14A s" x 8" Pop Rivet at o x �" Pop Rivet Jamb Trim F482 and 1'-8 O.C. at Cold Form at Corners OR Opening Width 12 ----—----i Note: Field measure Opening Height Alternate Jamb Trim F484 Fastener #16 before making field cuts and adjust Front View 12-24 x 1�' Pancake SD DP5 W/O Washer Opening Width + 3" Opening Width cut dimensions accordingly so that Right Jamb Trim as shown at 1'-8 O.C. at Hot Rolled Field cut Panel Jamb Trim fits to Head and Sill Trim. Left Jamb Trim opposite hand Drawing has been digitally signed. Ae� `tit tititll�t E • �'�� ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 ~`• A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I " ' ��I ,1 NORTH LITTLE ROCK, AR 72114 bAdi ed 1979 2612 GRIBBLE STREET No 541 0 • .0.. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �',«.,CCL.�,!.[l' led 7i,':i']Ll moil;. 1-800-643-5555 PROJECT: TODD THOMPSON ■'� •� STATE OF CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 �I� �••••••••r•�a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 11Q A't1;��, 12/23/20 N.T.S. 1 A 17—B-86402 DET18 0 =xpires 02-28-2023 Page Page Page PBR Wall Panel - Four Sided Framed Opening PW06028 PW06029 PBR Wall Panel - Four Sided Framed Opening PW06030 Date Rev PBR Wall Panel - Four Sided Framed Opening - Jamb Trim Installation Date Rev Date Rev Optional Channel Closure Trim Sep'16 04 Mar'20 05 Head and Sill Trim Installation Sep'16 02 Opening Width + 7" (+2" Lap when req'd) PBR Wall Panel 3 " Opening Width 3�" Fastener #17A 2-14 x 14" SD W/Washer at 5"-7"-5" O.C. 0 o o at Cold Form Fastener #14A g' x Pop OR Rivet at 1'-8" O.C. at o Channel Closure Trim o Fastener #67 Cold Form Jamb 12-24 x I" SD DP5 W/Washer OR See # PW06030 14A Fastener' 18" x 3aPoP" Rivet (Cold Form shown at 5"-7"-5" O.C. at Hot Rolled Fastener #16 , at 1 -8' O.C. at Cold Form Hot Rolled similar) � 12-24 x 11 Pancake SD DP5 OR W/O Washer at 1'-8" O.C. Fastener 14A t" x " Po Rivet Fastener #16 at Hot Rolled c #, a p 12-24 x 1g Pancake SD DP5 "Optional" t at 1'-8' O.C. at Cold Form ° W/O Washer at 1'-8" O.C. Channel Closure Trim 3 OR See PW06028 for details. at Hot Rolled Opt ional Header o_ .� Fastener #16 o �„ Double Sided Tape 4" Head Trim F481 Channel Closure Trim (Cold Form shown 12-24 x 1g Pancake SD DP5 ) (Not by Building Mfg) See PW06028 for details Hot Rolled similar = W/O Washer at 1'-8" O.C. ) + 6 at Hot Rolled 2 + c " La Blanket Insulation 4 Bead of HW540 Tube Caulking � Channel Closure Trim Head, Sill T at Sil& Jamb (Header to Sill) + c- when required. Field + ° 0 Channel Closure Trim ° cut to length if i See req'd and notch. PWO6029 a _ E o ° See �/ Optional c PW06030 PBR Wall Panel Field Cut Wall Panel Channel Closure Trim Sill a- See PW06028 for details o Sill Trim F848 (Cold Form shown Channel Closure Trim Note:Terminate Blanket Insulation Hot Rolled similar) o o at Jamb Trim 0 0 o Opening Width _ Field flatten Trim leg when required Optional Fastener #4A illik Channel Closure Trim Piece Mark Jamb Trim F482 (shown) 4"-14 x 8" SD W/Washer Channel Closure Trim at Jambs F981 — 8" Member F2993 — 104" Member or Alternate Jamb Trim F484 at 1'-0" O.C. at Panel Rib F2994 — 84" Member F169 — 12" Member 32" Field cut and remove F982 — 10" Member F2995 — 124" Member Fastener #17A Fastener #14A g' x i" Pop 12-14 x 14" SD W/Washer Rivet at 1'-8" O.C. at 'IX1 at 5"-7"-5" O.C. Cold Form 22" Field cut and remove Note: All trim is to be at Cold Form OR installed BEFORE blanket OR Fastener Pancake 1" Field bend 1" tab up 90 degrees insulation is applied to walls. Fastener #67 12-24 x 1Z" Pancake SD DP5 i 12-24 x 14' SD DP5 W Washer Channel Closure Trim / W/0 Washer at 1'-8" O.C. at Sill as shown Note: Field measure Opening Width Alternate Jamb at 5"-7"-5" O.C. at Hot Rolled at Header similar and Height before making field cuts Trim F484 Profile at Hot Rolled 3 and adjust cut dimensions accordingly. Note: Panel position is shown with Panel PBR Wall Panel Note: All trim is to be Note: The interior leg of the Channel Closure Rib and Opening on 1'-0" module. installed BEFORE blanket End Cut Detail Trim is to be oriented (t1/8") to match the Note: All trim is to be Location of Rib may vary depending on insulation is applied to walls interior leg of the Header or Jamb. installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls. measure before cutting Panel and Trim. Drawing has been digitally signed. tV it tititll�t ` ISSUE DATE DESCRIPTION BY CK'D DSN ,_, Jan 07, 2021 Z., •• �''„ A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' ��I "1 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ },�«.,CCL.� !.[P(I[;; ;-u3i,'„i]N l l.�l�;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF :•�rrtlt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON :-j R LOCATION: FORT PIERCE, FL,34946 •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I�Q Al- 12/23/20 N.T.S. 1 A 17—B-86402 DE T19 0 =x fires 02-28-2023 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 Date Rev Date Rev Date Rev Notch Panel at Head Trim Mar'20 05 Field Notch Panel at Head Trim Mar'20 05 Notch and Bend Tabs at Head Trim Mar'20 05 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. W0 P i Note: Trim Installation can be done by Feld Notch Panel as shown on 7022 & PW07023 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs Head Trim as shown on PW07024 & PW07025. 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 & PW07027 Head Trim F481 1 Opening Width 1 , See PW07025 & PW07027 a o o o o k O O O Head Trim F481 ° See Front View a End View ° o 2" Lap with (2) Fasteners #14 Head Trim F481 PW07030 $" x �" Pop Rivet and HW540 See Field Notch and Bend Caulking PW07030 12" Tab behind Jamb Note: Trim. Attach with o For "Optional" Fastener #14 $" x Fastener 14A t" x Po Rivet at Channel Closure Trim Opening Width 3" Opening Width 3" o Pop Rivet. See L # 8 p Field notch Panel Fastener #14A J" x J" Pop Rivet 3 V-8 O.C. at Cold Form see PW07028 at Head TrimW07025 for details. o OR � at 1'-8 O.C.00ORt Cold Form 0 Fastener #16 Q) Fastener #16 N 12-24 x 11" SD Pancake DP5 W/O Washer 3 12-24 x 11" Pancake SD DP5 ± Q at 1'-8 O.C. at Hot Rolled W/O Washer at 1'-8 O.C. J at Hot Rolled + ° 4' Bead of HW540 Tube Caulking o —p + = 4" Bead of HW540 Tube Caulking c from Header to Floor (see section) 2" Lap with (2) rn from Header to Floor (see section) a Fasteners #14 tia c o 0 T) o g' x 3" Pop Rivet = T at Head & o + a Fa Lap with 4 Jamb Trim F482 Jamb Trim F482 Head Trim F481 o Jamb Trim F482 Jamb Trim F482 a Jamb Trim when t Fasteners #14 or Alternate F484 or Alternate F484 Caulk with HW540 or Alternate F484 or Alternate F484 'c required. Field notch °' Q' g" x li" Pop Rivet = at these edges m oa o o as required. See PW07027 = Typ at Head & o after installation for Jamb Trim a Jamb Trim when See field cut detail Q) required. Field notch PW07029 0 0 0 as required. p See Jamb Trim F482 PW07029 Finish Floor Line or Alternate F484 Note: 0 0 For "Optional" Channel Closure Trim �a see PW07028 Fastener #14A g Finish Floor Line' x �" Pop Field cut Panel o 0 Opening Width Rivet at 20" O.C. at Cold Form OR Fastener #16 12-24 x 11" SD Pancake DP5 Opening Width W/0 Washer at V-8 O.C. at Hot Rolled Note: All trim is to be Note: Field measure Opening Width Note: Panel position is shown with installed BEFORE blanket and Height before making field cuts Panel Rib and Opening on 1'-0 module. insulation is applied to walls. and adjust cut dimensions accordingly. Note: All trim is to be Note: All trim blanket be Note: Field measure Opening Width Location of Rib may vary depending on installed BEFORE and Height before making field cuts installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls. and adjust cut dimensions accordingly. insulation is applied to walls measure before cutting Panel and Trim. Drawing has been digitally signed. Ae� `tit tititll�t E • �'�� ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 •`• A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' ��I "1 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[P(I[;; ;-u3i,':i']Ll moil;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF :•�rrtlt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON S—n" ':�j R t LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 14VQ Al- CAD 12/23/20 N.T.S. 1 A 17—B-86402 DET20 0 =xpires 02-28-2023 Page Page Page 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 May'19 04 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW0702.7 4$" Opening Width + 7" (+2" Lap when req'd) OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width 3�" Opening Width + 6" (+2" Lap when req'd) * *Note: Field measure Opening Width + 3" U Opening Width and 1�.. * cut Head Trim to 1g o 0 0 Opening Width � *Field Cut required length. Jamb Trim F482 0 0 Remainder and Alternate Jamb Trim F484 Channel Closure Trim Remove Head Trim F481 ToD View Too View ^ 3g � See � P W07030 31" Field Cut and Remove 3 Fastener #14A g' x J" Pop Rivet Front View End View a at 1'-8' O.C. at Cold Form ° 2" Lap with (2) Fasteners #14 o OR See End Cut Detail p• �,. J a x 16 Pop Rivet and HW540 .- Fastener #16 Caulking + a 12-24 x 11" Pancake SD DP5 g Opening Width Do not cut or N V = W/0 Washer at 1'-8 O.C. Note: All trim is to be at Hot Rolled � remove back leg installed BEFORE blanket �_ 2" Lap typ at insulation is applied to walls o + Channel Closure Trim Head & Jamb when 5„ L o required. Field cut „ 8 Bend 112" Tab CT ° Channel Closure Trim ° to length if req'd 14 down 90 degrees Note: Panel position is shown with ° and notch. 8 Panel Rib and Opening on 1'—O module. _ Location of Rib may vary depending on ° Field Cut the Opening Width and location. Field 3 (2) Fasteners #14 B See and Remove measure before cutting Panel and Trim. 0- g' x 3" Pop Rivet oa PW07029 End Cut Detail Side View at Head Trim at lap (Viewed from top of Head Trim) + L — --- Q Finish Floor Line � o 0 Opening Width 1z Opening Width + 2" Lap when required. 11„ c Field cut and notch Field Notch and Bend 1 t" Tab a as required. *2'11 end tab down 90 degrees Oational behind Jamb Trim. Attach with m o cut and remove = Channel Closure Trim Piece Mark a ChannelF981 — 8" Member F2993 — 104 Member Fastener #14 g' x ty" Pop Rivet �„Closure Trim F2994 — 84 Member F169 — 12" Member o F982 — 10" Member F2995 — 121' Member Head Trim F481 IIIFinish Floor Line . 3 Field cut and remove Note: All trim is to be a installed BEFORE blanket See PW07027 for Jamb = insulation is applied to walls. Trim field cut detail Channel Closure Trim at Jambs Jamb Trim F482 or Alternate F484 Side View at Floor Line Note: Field measure Opening Width Fastener #14A g" x J" Pop Rivet at a and Height before making field cuts 1'-8 O.C. at Cold Form o Jamb Trim F482 and and adjust cut dimensions accordingly. OR Note: Field measure Opening Height Alternate Jamb Trim F484 Fastener #16 I before makingfield cuts and ad ust Front View Note: The interior leg of the Channel Closure 12-24 x 1Z" Pancake SD DP5 W/0 Washer cut dimension Js accordingly. Right Jamb Trim as shown End Cut Detall Trim is to be oriented (t1/8") to match the at Hot Rolled at 1'-8 O.C. Field cut Panel Left Jamb Trim opposite hand interior to of the Header or Jamb. Drawing has been digitally signed. Ae� `tit tititll�t E • �'�� ISSUE DATE DESCRIPTION BY CK'D DSN Jan 07, 2021 •`• A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ "I� " ' ��II "1 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 .. ';• 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ �,«.,CCL.� !.[l'��I[;; ;-u3i,'„i]N l l.�ll;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •* STATE OF :•�rrtlt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON R t LOCATION: FORT PIERCE, FL,34946 �I� •••••••••r••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I QA't�; 12/23/20 N.T.S. 1 A 17-B-86402 DET21 0 =x fires 02-28-2023 Page Page PBR Wall Panel - Three Sided Framed Opening Jamb Trim Installation PW07029 PBR Wall Panel - Three Sided Framed Opening PW07030 p g - ti Date Rev Head Trim Installation Date Rev Mar'20 05 Oct'19 03 Fastener #14A 9'0 x $" Pop Rivet SS At 1'-8" O.C. At Cold Formed Members PBR Panel Or Fastener #16 Jamb Fastener #17A 12-24 x 11" Pancake SD Fastener #14A g' x g" Pop Rivet (Cold Form shown 12-14 x 14 SD W/Washer DP5 W/0 Washer At 1'-8" O.C. At at 1'-8" O.C. at Cold Form Hot Rolled similar) At 5" — 7" — 5" O.C. Hot Rolled Members OR At Cold Form Members Header Fastener #16 Or (Cold Form Shown 12-24 x 11' Pancake SD Channel Closure Trim DP5 "Optional" Fastener #67 Hot Rolled Similar W/0 Washer at 1'-8" O.C. 12-24 1 x 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 i�� I PBR Wall Panel Field Cut Wall Panel "Optional" Channel Closure Trim Note:Terminate Blanket Insulation See PW07028 For Details. at Jamb Trim + Opening Width Q I Field flatten Trim leg when required = Q c I Jamb Trim F482 (shown) or Alternate Jamb Trim F484 CD I I I I 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. Drawing has been digitally signed. tV it tititll�t ` ISSUE DATE DESCRIPTION BY CK'D DSN ,_, Jan 07, 2021 Z., •• �''„ • A 11/19/20 FOR CONSTRUCTION PERMIT KKK PNR ASJ 2612 GRIBBLE STREET No 54910 i NORTH LITTLE ROCK, AR 72114 0 12/23/20 FOR ERECTOR INSTALLATION KKK PNR ASJ 1�«.,CCL.� !.[P(I[;; u3i.',:i']l l moil;. 1-800-643-5555 EdbAdd 1979 • * u. PROJECT: TODD THOMPSON •'� •� STATE OF :•�rrtlt CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON V.R t LOCATION: FORT PIERCE, FL,34946 �I� •••••••••••a��, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU I'FQff NA s,iE�� 12/23/20 N.T.S. 1 A 17—B-86402 DE T22 0 =x fires 02-28-2023 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. REMEMBER SAFETY FIRST: People From Walking On The Packages.One End Of The Package Should Be Alternative Corrective Work Other Than That Proposed In The"Initial Claim"May That Will Cause Corrosion Damage To The Panel And Fastener. Rain May Wash The"Initial Claim"Includes: Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From Elevated To Encourage Drainage In Case Of Rain. The Manufacturer Exercises Some Pollutants Away, g y p Be Directed By The Manufacturer In The iAuthorization Of Corrective Work Only y,But Moisture I. Form Of High Humidity Can Kee These 1.Description Of The Nature And Extent Of The Errors,Including Quantities. 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 P 9 The Field Service Department May Authorize Corrective Work. 9 2.Description Of The Nature And Extent Of Proposed Corrective Work, 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 p p Sealing Washer From Under The Head Creating A Leak At This Point.Proper IncludingEstimated Man—Hours. 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 FINAL CLAIM: 9 1 Y P 9 3.Materials To Be Purchased From Other Than the Manufacturer, Includin Exercised In The Unloading Operation To Prevent Injuries From Handling Steel And Between The Stacked Sheets When Exposed u Rain. This May Discoloration 9 The"Final Claim"In Writing Must Be Forwarded By The Customer To The To Prevent Dama a To Materials And The Concrete Slab.If Water Is Allowed To Caused B Trapped Moisture.The Stain Is Usually Superficial And Has Little Effect Will Eliminate The Problem Of Overdriven Fasteners. Estimated Quantities and Cost. 9 Y PP Y P Manufacturer Within(10)Days Of The Completion Of The Corrective Work Remain For Extended Periods In Bundles Of Primed Parts Such As Girts,Purlins, On The Appearance Or Service Life Of The Panels As Lon As It Not Permitted 4.Maximum Total Cost r Proposed Corrective Work And Materials To Be Authorized B The Manufacturer. PP 9 It st Extremely Important That All Drill Shavings From The Installation Of Panel Purchased From Other Than 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 Fasteners And Fillings From The Saw Cutting Of Panels Be Removed From The 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"FINAL 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. Work And Actual Hourly Rate Of Pay. Collect And Remain On Columns Or Rafters For Same Reason. y g pp g 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 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 Dail And Certain) At Job Completion.The Final Cleaning Of The Roof Should Be 9 PP 9 9 Ys 9 Y Y Y P 9 Not Noted On The Shipping Documents When The Material Is Delivered And 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 PP 9 YP Y Y Done Prior To Installing The Gutter So That The Shavings Are Not Deposited Into A 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 The Gutter And Left To Corrode.Any Other Foreign Objects Or Debris Left By 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 For Shortages Are To Be Made By The Customer To The Common Carrier.If The 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 ever Roof Maintenance Guidelines N Ste On Light Trcnsmittin Panels The Builder/Contractor Is Responsible For Applying And Observing All Pertinent p g g SHOP PRIMED STEEL: It Is Extremely Important That The Panels Be Monitored For Evidence Or Trapped Safety Rules And OSHA Standards As Applicable. 1. Inspect Roof For Damage After Heavy Storms. (LTP's) Or Unattended Roof Panels 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 Conditions Large Fans Can Be Used To Circulate Air Between The Un—Stacked Building.Emergency Procedures Should Be Known To All Employees.Dail Meetings Person's Weight. Roof Panels Must Be Completely Attached To The Purlins And To Panels On Either Applied Coating.Minor Abrasions To The Shop Coat(Including Galvanizing)Caused 9 h g yy g g By Handling,Loading,Shipping,Unloading And Erection After Painting Or Panels And Accelerate Drying.Damage To The panel Coating Occurs When Panels 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 Immediately. Avoid Using Cutoff Saws And Welding Equipment Over The Roof. The 2, Step Near Crease In Rib At Edge Of Panel. Life For The Building. ICE AND SNOW REMOVAL: Roof Must Adequately Protected. 9 Excessive Ice And Snow Removal Should Be Removed From The Roof Immediately 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 A Single Roof Panel Must Never Be Used As A Work Platform.An OSHA Approved 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 Should Be Used For Work Platforms. Consult OSHA S.An And Health 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. 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 Storage Conditions And The Durability Of The Panel Finish Substantially Decrease. Properly Designed And Installed Walkway System.In Order To Limit Access To The � PAINT AND COATING MAINTENANCE: Bare Galvanized And Galvalume Panels React More Quickly To Surface Oxidation DEBRIS REMOVAL: Roof,Roof Hatches Or Access Ladders Should Be Locked At All Times. A Sign <1�� <<<(� Remove Smudge Marks From Bare Galvalume: 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 MVf� f�� Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub With A Clean Panels Under Normal Exposure Form A Zinc Aluminum Oxide Film On Their 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 Ad� �*1�j/ 41 Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Surface Allowing A Slow Oxidation Process Called"Weathering'To Occur That For A Long Enough Time. The Roof Should Be Periodically Inspected For Such The Reason For Such Visits. ••. E A+•••�F� 104p Smudge Marks.No Product Will Remove All Smudge Marks. 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 ` rY S • t1l �I Remove Rust Stains: Condensed Or Trapped Water Prevents This Weathering Process. These Roof Maintenance Guidelines.Never Allow Treated Lumber Or DISSIMILAR METALS: /� n • �• V' Soft Scrub Without Bleach Has Proven To be Somewhat Effective.Rub With A PP 9 Concrete/Mortar/Grout To Come In Contact With Roof Panels, Especially Galvalume Never Allow Your Roof To Come In Contact With,Or Water Runoff From Any Jan 07, 2021 % 1�� i 0 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: • No 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 �► • . '� To Touch—Up Scratches In Paint(Not Bare Metal): Household Cleaner Of The Type Used On Porcelain Sinks And Bathtubs May Be PERIODIC INSPECTION: Lumber,Calcium Used In Concrete,Mortar And Grout. + �* � 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 Since Scratching Or Removal Of The Coating Could Occur.Panel With Significant Crane Buildings And After Seismic Or Wind Activity. The Crane Manufacturer Will ,�.�• '• Matched Touch—Up Pain Required To Fill/Cover The Scratch.Contact The Damage Should Be Replaced By The Buyer Prior To Erection. Specify A Minimum Period But It Should Not Exceed Two Years. r ,( 4 13 Building Manufacturer For Assistance With Ordering/Purchasing Touch—Up I. STATE Paint As Needed. DRAINAGE: ♦ O • O� :f• � 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water � J� • `� Quickly Drain From The Roof. ��, • •j h t 2.Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This ♦ \`_(� •• V R A ` V••� Blocks The Flow Of Water And Hold Moisture. � .(1 •••..... \ ' Page 3.Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The �I xjVg1 A►A��.'�,� R1 Pact f1 f V 11 ` Erection Guide Dat Rev 4.Anything That Traps Or Holds Moisture On A Roof Will Cause Premature �1`8t11111'13 Jul.'17 07 Corrosion. Expires 02-28-2023 Erection Tolerances General Erection Notes Building Anchorage It Is Extremely Important That Anchor Rods Are Placed Accurately And In ERECTION BRACING: 1.)All Structural Framing Members,Purlins,Ghts,Clips,Flange Braces, Bolts, 1. To Determine That The Foundation Is Square, Measure Diagonal Accordance With The Anchor Rod Setting Plan.All Anchor Rods Should Be It Is The Responsibility Of The Erector To Determine, Furnish And Install All Bracing Systems, Roof And Wall Panels,Etc.Must Be Installed As Shown On Dimensions To Be Sure They Are Of Equal Length. Held In Place With A Template Or Similar Means, So That They W Temporary ill Remain Tem Supports Such As Temporary Guys,Beams,Falsework,Cribbing,Or Erection Drawings. 2. To Determine That The Foundation Is Level, Set Up A Transit Or Level Plumb And In Correct Location During The Placement Of The Concrete. A P y PP P g' 9 And Use A Level Rod To Obtain The Elevation At All Columns. Final Check Should Be Made After Completion Of The Concrete Work And Other Elements Required For The Erection Operation(In Accordance With Section P 7.10.3 Of ANSI AISC 303,Code Of Standard Practice For Steel Building And 2.)It Is Extremely Important, Especially During Construction, That Panels At The 3. Carefully Check The Location Of All Anchor Rods Against The Anchor Prior To The Steel Installation.This Will Allow NecessaryCorrections To Be / 9 Rod SettingPlan Furnished B The Manufacturer. All Dimensions Must Bridges). Eaves, Rakes And Ridges Be Kept Secure. Y Made Before Costly Installation Labor And Equipment Arrives. Be Identical To Assure A Proper Start-up. Template Stake Form Board Panel Cautions And Notes " COLUMN ALIGNMENT TOLERANCES To Minimize Potential Of Corrosive Action At The Bottom Edge Of Wall Panels,The -' Contractor Must Assure That The Following Procedures Are Followed: Dimensions Must T Leran e Be Equal F7 T lep ranee 1.)The Concrete Foundation Should Be Cured For l Minimum Of Seven Panels Days Before Wall Y �v Anchor Rods 7� Panels Are Installed.(Uncured Concrete Is Highly Alkaline And Metal Panels Can Undergo C �J 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 Tolerance(i) Concrete Is Essentially Halted. Height H/500 2.)Top Of Finish Grade At Building To Be A Minimum Of Four(4)Inches Below r rrri 10' '" Bottom Of Panel. 12' 3.)Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 1 15' 1 4.)Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around A Sheeting Notch Steel Line d" 500 Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. (See Anchor Rod Plan) { 20 B E Transit 30' Sheeting Notch Shown 30' " Wall Panel ); But May Not Be Required (See Anchor Rod Plan) 45' 1 „ Clean Dirt From Around Panel Base 60' 1�.. Pre—Erection Notes: _-= Panel Notch(Shown) Foundation Or Base Trim The Following Notes,Procedures And Suggested Recommendations Are Important Parts Of The Pre-Erection Process. Projection Of Anchor Rods(D) Given On Anchor Rod Plan 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 a And Location. Sheeting Notch ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES (See Anchor Rod Plan) The Drawing Shown Below Indicates A Method Which May Be Used To Check The Steel Line Slope Finished Grade � Foundation And Bolts For Square. Form Board B E Sidewall Away From Building ° a Template 500� 5001 5001 24' Q� 2' ------------ Anchor Rods Fastener Installation 1 y Correct Fastener Installation Is One Of The Most Critical Steps When Installing Roof/Wall i = Panels.Drive The Fastener In Until It Is Tight And The Washer Is Firmly Seated.Do Not ,\p Overdrive Fasteners. X00 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 Dimensions A, B,And C Given On Anchor Rod Plan 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. i)i0C]On0S $hOUd 500 500 500 Note: Always Remove Metal Filings Fram Surface Of Panels At The End Of Each Be EqualWork Period.Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. AISC Code Of Standard Practice For Steel Building And Bridges Sidewall Tolerances For Setting Anchor Rods Sidewall Plan View Correct Compression Too Tight Compression Too Loose Compression Anchor Rod Diameter.Inches(mm) *Horizontal Variation.Inches(mm) Of Sealing Washer Of Sealing Washer Of Sealing Washer Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown.If J"and J"(19 And 22 mm) "(6 mm) The Diagonal Distance Between These Points Is As Noted, The Corner Is Square. 1", 1j",1}"(25,31, 38 mm) ng"(10 mm) MEZZANINE BEAM HEIGHT TOLERANCE Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts Are Set Square. 1", 2", 2"(44, 50,63 mm) "(13 mm) Tape And Tube Sealcnt Specified Column Proper Tape And Tube Sealant Application Is Critical To The Weather Centerline Tightness Of A Building. Tape Sealant Should Not Be Stretched When CE Installed. Apply Only To Clean,Dry Surfaces.Keep Only Enough Sealants On Steel Line 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 Mezzanine Beam Must Be Kept Warm (60'-90')Until Application. After Tape Sealant Has Been Base Plat Bottom o Applied, Keep Protective Paper In Place Until Panel Is Ready To Be Installed. f E Drawing has been digitally signed. - - E E E co + Important Note oc E Concrete t1{ <<( .r, Elevation � o - All Details,Recommendations And Suggestions Contained In This Erection MV [��f,, ++ Guide Of This Drawings Set Are For General Guidelines Only,And Not Meant �!7 I� To Be AII-inclusive. Industry Accepted Installation Practices With Regard To �/�"` IV•.� • - C� All Areas Not Specifically Discussed In This Section Should Be Followed.Only •�•`V E N S' •.�7t1�I� Experienced, Knowledgeable Installers Familiar With Accepted Practices Should BASE PLATE AND ANCHOR ROD TOLERANCES /� ��ff l Be Used To Assure A Quality Project. Jan 07, 2021` No 54510 It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal * •i it Building Components And Is Not Engaged In The Installation Of Its Products. *Horizontal Variations Vary Depending Opinions Expressed By The Manufacturer About Installation Practices Noted In ANCHOR ROD SETTING TOLERANCES On Anchor Rod Diameter.See Above 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 i STATE OF :'_4U The Materials.Actual Installation Operations, Techniques And Site Conditions �� • J� (f,�/ Are Beyond The Manufacturers Control. A P Page R2 /Q N A� Erection Guide Date Rev Sep'17 09 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 Additional Insulation General Installation Notes Ridge Be Sheeted Simultaneously. This Will Keep The Insulation Covered For The May Be Required To Fill Purlin Purlin ? 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 Cause Galvanic Corrosion Of The Roof Panel. Can Be Properly Installed.Check For Proper Coverage As The Sheeting Progresses. In Certain Climate Regions *2 Fasteners ? Use EPDM Rubber Roof Jacks With An Integral Aluminum Band Bonded Into The Minimum Perimeter Of The Base. EPDM Roof Jacks Have A Tem erature Ran eFrom—65F To Insulation Maximum .Maximum P 9 (Not By Metal Building > > 212F.Use Silicone Roof Jacks For High Temperatures.Silicone Roof Jacks Have A Double Faced Tape *Clip Temperature Range Of—1007 To 4377. To Be Used To Secure Manufacturer) *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 Pipe. Manufacturer) Back.Insulation Must Not Be g *Hanger ? Do Not Use Tube Sealant To Seal The Roof Jack To The Roof Panels.Use Roll Tape Exposed To Weather Ma LB. *2 Fasteners 100 LB. P Sealer Between The Roof Jack And The Roof Panel And Attach The Roof Jack To The Wall Panel Maximum Minimum 100 LB. nsulation Maximum Maximum Roof Panel With Fastener#4 s— 14 X J"LL SD W/washer At 1"O.C. Around The Base Of The Roof Jack.See Table Below For Quantities. 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 Vapor Barrier To The Roof Jack And The Roof Panel.Apply Tape Sealer Around The Pipe And Install A jInsulal,'on 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. 0IfTh Pi 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 s aximum Flat Base Roof Curb Must Be Installed Into The Roof And The Roof Jack Will Be ( 9 ) *2 Fasteners 1 M Sealed To The Curb. A Two Piece Curb May Be Required When The Top Of The Pipe Is 0 Insulation Minimum naccessible. Endwall Panels Insulation *Clip Maximum 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 *2 Fasteners *2 Fasteners Exposed To Weather 150 LB. Maximum 1 Maximum Location For The First Panel Must Be As Shown In The Rake Details Included With P Minimum Minimum 00 LB .. At Each Purlin A h P rlin The Erection Drawings.When The First Run Is Properly Located And Aligned With t Each u 9 P Y 9 Finish Floor The Correct Endlaps And Eave Overhangs,Fasten To Purlins.Roof Panels Should III Angle Connection Be Installed So That The Sidelap Is In A Direction Away From Prevailing Wind. CCU Connection a Refer To Appropriate Lap Details Included With The Erection Drawings. TO Purlin Web TO Purlin Flange Install Remaining Roof Insulation And Panels.To Avoid Accumulative Error Due To 0o not mstou Podia Panel Coverage Gain Or Loss,Properly Align Each Panel Before It Is Fastened. cops of any kmd on Occasional Checks Should Be Made To Ensure That Correct Panel Coverage Is Base Detail the Flange of the j* 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 Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Panel. g q Cannot Encompass More Than 75%Of Panel. NOTE: Roof Types And Installation Requirements Will Vary.Refer To The Note: The Building.Example: Appropriate Details For Specific Panel Used. Check Periodically To Ensure That All Panels Are Aligned And Plumb. 5'-0(Purlin Spacing)X 5•-0(Hanger Spacing)X 6 PSF(collateral Load) — 150 Lbs. Panel Profile Varies IMPORTANT: Loose Fasteners,Blind Rivets, Drill shavings,Etc..Must Be Removed See Cover Sheet For Design Collateral Load For This Building. 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.) Any Suspended System(i.e.Duct Work,Piping,Lights,Ceilings, Etc.)Will Correspondingly Reduce The Design Live Load. Stainless Steel Clamp Roll Roof Jack Pre—Drilled (Not By Bldg.Mfr.) Down Wall Panels Template Sheet Roof Jack Proper Horizontal And Vertical Alignment Of Supporting Structure(Girts Or Other Roof Curbs When Not Supplied By Building Manufacturer Fastener#a 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 j HiiThat There Is 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 Leveling May Be Accomplished By Standing A Section Of Gable Angle E .o (Not By Bldg.Mfr.) Vertically Against The Outside Girt Flanges At Approximate Mid—bay Location.When Girts Are Level, Attach The Girt Flanges To The Angle With Vise Grip Pliers c,= Stainless Steel Clamp Tri—Bead Tape Sealer 4"MOr 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: Stacked SheetsTemporary Girt Blocking Is Not Recommended On Concealed Fastener Panels. The Fastener#4 To Be Drilled urlin Line Floating Panel STEP 2 1_ Removal Of The Blocks After Panel Installation Can Cause Oil Canning. a 14 x J"LL SD W/Washer Fram Supporte ® Indicates Roof Panel Support location At 1'•O.C. A Indicates Curb Base Support location Up Lift Plate Eave Strut Keep Edges and Ends (If Required Curb Base Of Panel Aligned Tri—Bead Tape Sealer J"x Section"A" HW504 Vent Pipe Screw Alignment Panel < (Not By Bldg.Mfr.) (Insulated When Specified) (Through Fastened Panel Only) Girt Roll Roof Jack Up Over HW504. Wood Blocking Note. Stainless Steel Clamp Install Stainless Steel Clamp And 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 D Cell Cap Up 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. And Details For The Specific Panel Used For Your Building. Panel Rib Profile Fastener#4 9 9 Y 9 1-14 x b"LL SO W/Washer At 1"O.C. The Curb Details Shown Illustrate The Building Manufacturers Recommended Curb �%� �V 111 Sidewall Insulation Contact Tape Style And Installation Method.It Is The Erector/Installers Responsibility To Provide !!!!!! Must Meet Endwall The Proper Curb Style And Install Them In Accordance With The Procedures �+ A+c•� •ryn` Insulation To Seal Insulation Established By These Details.Failure By The Erector/Installer To Follow These Tri—Bead Tape Sealer S"x •••`G ENV '•��,�j Corner Recommendations May Result In The Curbs Damaging The Roof System Or • I Excluded From Warranties. Q :• �l 40 Base Angle/Trim Jan 07, 2021` No 54g10 Wall Panel All Roof Curbs To Be: * •:* it Contact Tape 1..080 Aluminum Or 18 Go.Stainless Steel(No GolvalumeO Or Galvanized). •r 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 For Water Flow At Panel Splice. ♦ :�" Base Member. 4. Up Lift Prevention For Clip Applied Roof Systems Are Required If: • �. a.Wind Loads Exceed 110 MPH. +, STATE OF ;�4U,% Natia: b.Curb Base Crosses A Purlin. At The Base,Cut Off The Insulation A Minimum Of I"Above The Bottom Of The 5.Supported on(4)Sides By Primary Or Secondary Framing. �j�• iC` P �� Wall Panel. This Will Prevent The Insulation From Hanging Below The Wall Panel 6.Maximum Single Curb Weight Recommended Is 1500 Lbs. �0 �• •.: V t V•• ,� And Wicking Moisture. I� s^ •h R ••••••• Page xll; R3 ljl'Q N A'��+�� Erection Guide Date Rev Jul'17 06 Expires 02-28-2023