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Home My WebLink AboutErectionDrawingsHERITAGE BUILDING SYSTEMS � s�nxo �cn�a ,�oawiax BUILDER/CONTRACTOR RESPONSIBILITIES Drawing Validity — These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (RISC code of standard practice APR 10 Section 4.4.1) Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Builder is responsible for State. Federal and OSHA safety compliance — The Builder/Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min, yield, except flanges wider than 12" and thicker than 3/8", all flanges thicker than 1", and all webs thicker than 3/8" are 50 ksi min. yield. Rod X—bracing conforms to ASTM A529 or ASTM A572 with 50 ksi min. yield. Cable X—bracing conforms to ASTM A475 7 Strand Extra High —Strength grade. Hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with 50 ksi min. yield. Hot rolled angles, other than flange braces, conform to ASTM A36 minimum. Round and rectangular HSS conforms to ASTM A500 Grade B. Cold —formed steel secondary framing Members conform to ASTM A1011 or ASTM A653 Grade 55 with 55 ksi min. yield. The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and or any special inspections that may be required by the local building authority during erection (including inspection of the high strength bolts or field welds) as required during erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. Design is based upon the more severe loading of either the roof snow load or the roof live load. Loads, as noted, are given within order documents and are applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer declares or attests that the loads as designated are proper for the local provisions that may apply or for site specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an Architect and/or engineer of record for the overall construction project. This project is designed using manufacture's standard serviceability standards. Generally this means that all stresses and deflections are within typical performance limits for normal occupancy and standard metal building products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly stated in the contract documents. This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) must be designed to withstand the specified wind loading for the design of components and cladding in accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind velocity is reached. Unless otherwise noted, special inspection of fabricated items is not required. Per IBC section 1704.2.5.1, The fabricator is approved to perform such work without special inspection through maintenance of IAS AC 472 certification MB-136 Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in "The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using erector. (AISC Code of Standard Practice APR 10 Section 7.10.3) concentrated loads and may require separate support members within the roof system." Discrepancies — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice APR 10 Section 3.3) BOLT TIGHTENTING —Bolted joints with ASTM A325 Type 1 bolts greaterthanl/2"diameterare specified as pretensioned joints in accordance with the most recent edition of the RCSC Specification for Structural Joints Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the Using ASTM A325 or A490 Bolts. Pretensioning can be accomplished by using the turn —of —nut method of tightening, calibrated rench,twist—off—typetension—control bolts or direct —tension —indicator as acceptable to the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers Inspecting Agency and Building Official. Installation inspection requirements for pretensioned joints (Specification assumptions will govern. for Structural Joints Section 9.2) using turn —of —nut methodis suggested.The connections on this project are not slip critical. Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these The metal building manufacturer has not designed the structure for snow accumulation loads at the ground plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed level which may impose snow loads on the wall framing provided by the manufacturer Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA MBSM Chapter 4 Section 3.2.2 and Section A3) 61 Download panel installation manuals from: WWW.comerstonebuildingbrands.com/'installationmanuals/ Descargue los manuales de instalaci6n del panel desde: WWW.comerstonebuildingbrands.com/installationmanuals/ 1/2"0 A325 BOLT GRIP TABLE (UNLESS NOTED) GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. 0 TO 9/16" 1 1/4" F.T. Over 9/16" TO 1 1/16" 1 3/4" F.T. Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2" Over 1 13/16" TO 2 1/16" 1 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED Rev. 11/15/2021 DATE I DESCRIPTION 8/23/22 1 FOR ERECTOR INSTALLATION ENGINEERING DESIGN CRITERIA Drawing Index Building Code ............................................... IBC 18 Page Description Building Risk Category ................................ II — Normal C1 COVER SHEET Roof Dead Load F1 ANCHOR BOLT PLAN Superimposed .................................... 2.310 psf F2 ANCHOR BOLT REACTIONS Collateral ........................................... 1 psf (Total) F3 ANCHOR BOLT DETAILS Roof Live Load......................20.00 psf No reduction E1 ROOF FRAMING PLAN Snow Ground Snow Load (Pg).................. 50.00 psf E2 ROOF SHEETING PLAN Snow Load Importance Factor (Is) 1.00 E3 FRONT SIDEWALL Snow Exposure Factor (Ce)............. 1.00 Thermal Factor (Ct)......................... 1.00 E4 BACK SIDEWALL Flat Roof Snow Load (Pf)............... 35 psf Minimum Roof Snow Load (Pm)..... 35.00 psf E5 LEFT ENDWALL Wind Minimum RIGHT ENDWALL Ultimate Wind Speed (Vult)............. 110 mph Nominal Wind Speed (Vasd)............ 85 mph E7 FRAME CROSS SECTION (IBC Section 1609.3.1) Serviceability Wind Speed ................. 75 mph DET1-20 STANDARD DETAILS Ground Elevation Factor..... 0.84 (4873.00Ft ASL) R1—R3 INSTALLATION SHEETS Wind Exposure Category .................. C Internal Pressure Coefficient (GCpi) 0.18 / —0.18 Loads for components not provided by building manufacturer. Wall Edge Zones 21.45 psf pressure —28.60 psf suction Other Wall Zones 21.45 psf pressure -23.24 psf suction DRAWING STATUS These values are the maximum values required based on a 10 square foot area. Components with larger areas may have lower ❑ FOR APPROVAL wind loads. These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to Seismic confirm proper interpretation of the project Seismic Importance Factor (le)....... 1.00 documents. Only drawings issued Seismic Design Category .................. D "For Erector Installation" can be considered Soil Site Class .................................. d as complete. Ss............ 0.326 g Sds......... 0.335 g S1............ 0.132 g Sd1........ 0.206 g ❑ FOR CONSTRUCTION PERMIT Analysis Procedure...... Equivalent Lateral Force These drawings, being for Permit, are by Location... Int RF Front SW Back SW Left EW Right EW definition not final. Only drawings issued System..... C4 B3 B3 B3 For Erector Installation can be considered R.............. 3.25 3.25 3.25 3.25 3.25 as complete. Cs............ 0.103 0.103 0.103 0.103 0.103 Design Base Shear in ki s V Transverse 16.35 ❑X FOR ERECTOR INSTALLATION 9 P () Final drawings for construction. Design Base Shear in kips (V) Longitudinal 16.29 Basic Structural System (from ASCE 7-16 Table 12.2-1) System — Basic Force Resisting System H — Steel System not Specifically Detailed for For questions or assistance Seismic Resistance Concerning Erection call or Email: C4 — Steel Ordinary Moment Frames B3 — Steel Ordinary Concentric Braced Frames 1-844-840-4603 G2 — Steel Ordinary Cantilevered Column Systems Monday —Friday 7:30am to 5.00pm R — Response Modification Coefficient Cs — Seismic Response Coefficient FIELD.SERVICES®CORNERSTONE—BB.COM Transverse — Direction Parallel to the Rigid Frames Longitudinal — Direction Perpendicular to the Rigid Frames ENGINEERING SEAL The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project. Building Descriptions Building ID Width(ft) I Length(ft) Height(ft) Slope Building A 80 150 20 1 1.0:12 HERITAGE NORTH4UrTLE ROCK, AR 072116 8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: MRON SHEPPARD — BOX15OX20 CUSTOMER: MRON SHEPPARD — H OWNER: MRON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 c1 0 C C m M 2 3 4 5 6 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 5'-6" 14'-0" — — " 14'-0" 5'-6" 00 X—Bracing X—Bracing cot , E � E rr L3 �E E rr L3 o A ■ ■ I ■ ■ ■ I ■ ■ ■ ■ ■ I 0 A Fo-1 �1 D ?Z D D D D E 0 I r01 B 0 B r01 0 0 I in D J oo c 00 in 7 J O N C O J J O C 'U O O 'm i+J C C •� O I O J N m N_ I ^ m N >< 0 >< J J y L ' Hc o0 � 0 cH 00 J .=i 0 I 6 I B 0 Fo-1B 0 BFo-1 I D � -I D D D D I r� A I I I I I A L°� sl E J Era L X—Bracing X—Bracing � 00 � ao 2'-6" 20'-0" — 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" u U U U ANCHOR BOLT PLAN DATE DESCRIPTION BY CK'D DST, 8/23/22 IFOR ERECTOR INSTALLATION I IES I IES I JM U U HERITAGE BUILDING SYSTEMS PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BU 8/23/22 N.T.S. 1 U 4704 W COMMERCIAL DR. STE B NORTH LnTLE ROCK, AR 72116-8040 1-800-643-5555 OWNER: AARON SHEPPARD ILDING ID JOB NUMBER A 19—B-13436 D E D J SHEET NUMBER ISSUE F1 0 O Dia= 5/8" i8i Dia=1" GENERAL NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTHED OTHERWIS A) A REACTION TABLE IS PROVIDED WITH REACTI NS FOR EACH LOAD GROUP B) R((IG)IID FRAMES SEE C) ENDWALLSNOTE 3. 1) SEE NOTE 3. D) -BRACING 1) X-BRACING REACTIONS ARE INCLUDED IN VALUES SHOWN IN THE REACTION TABLES AS NOTED IN THE BRACING REACTIONS TABLE. 2) FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS DO NOT INCLUDE THE AMPURCTION FACTOR, OMEGAo. 3) FOR IBC AND UBC BASED BUILDING CODES, WHEN X-BRACING IS PRESENT IN THE ENDWALL, INDIVIDUAL TRANSVERSE SEISMIC LOADS DO NOT INCLUDE THE AMPLIFICATION FACTOR, OMEGAo. E) THE METAL BUILDING MANUFACTURER IS RESPONSIBLE ONLY FOR THE PORTION OF THE ANCHOR ROD DESIGN PERTAINING TO THE TRANSFER OF FORCES BETWEEN THE BASE PLATE BEARING AND THE ANCHOR RODS SHEAR AND TENSION. THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE ANCHOR ROD EMBEDMENT FOR TRANSFER OF FORCES TO THE FOUNDATION, THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL, AND CONSTRUCTION OF THE FOUNDATION EMBEDMENT. THE END USE CUSTOMER SHALL ASSURE THAT ADEQUATE PROVISIONS ARE MADE TO THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN OF SUCH STRUCTURES. t) (REF.. APPENDIXMS MANUAL ANCHORMETAL BUILDING BUILDIF) ANCHOR RODS ARE ASTM F1554 GR. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN, THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE FOUNDATION ENGINEER SHALL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS FOR PROPER FOUNDATION DESIGN. A) FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC, 2015 IBC, OR FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. B) FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A STRENGTH LEVEL WITH A LOAD FACTOR OF 1.0, AND DO NOT CONTAIN THE RHO FACTOR. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABI LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW R AN ECONOMICAL FOUNDATION DESIGN. ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Fmr Col Dead Collat Live Snow Wind_Left1 Wind_Rightl Wind)-eft2 Wind_Right2 Press Line Line Vert Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz 1 F 0.3 0.1 1.6 2.8 0'0 -1.8 0.0 -1.3 0,0 -1.2 0.0 -0.6 -1.3 1 E 0.7 0.2 3.9 6.8 0.0 -4.8 0.0 -2.6 0.0 -3.3 0.0 -1.2 -2.6 1 D 0.9 0.2 4.6 8.1 -2.4 -7.7 0.0 -0.8 -2.4 -6.2 0.0 0.7 -3.2 1 C 0.9 0.2 4.6 8.1 0.0 -0.8 2.4 -7.7 0.0 0.7 2.4 -6.2 -31 1 B 0.7 0.2 3.9 6.8 0.0 -2.6 0.0 -4.8 0.0 -1.2 0.0 -3.3 -2.5 1 A 0.3 0.1 1.6 2.8 0.0 -1.3 0.0 -1.8 0.0 -0.6 0.0 -1.2 -1.3 Wind Frrn Col Suct Wind_Long1 Wmd_Long2 Seis_Left Seis_Right -MIN_SNOW-- E1 UNB_SL_L- Line Line Harz Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 F 1.5 0'0 -2.1 0.0 -1.3 0'0 0.0 0'0 0'0 0.0 2.8 0.0 2.7 1 E 2.8 0.0 -4.8 0.0 -2.7 0.0 0.1 0.0 0.0 0.0 6.8 0.0 8.2 1 D 3.5 0.0 -4.6 -0.4 -3.7 -2.1 -2.3 0.0 2.2 0.0 8.1 0.0 10.6 1 C 3.6 0.4 -3.7 0.0 -4.6 0.0 2.2 2.1 -2.3 0.0 8.1 0.0 3.6 1 B 2.8 0.0 -2.7 0.0 -4.8 0.0 0.0 0.0 0.1 0.0 6.8 0.0 1.7 1 A 1.5 0.0 -1.3 0.0 -2.1 0.0 0.0 0.0 0.0 0.0 2.8 0.0 0.9 Frm Col E1UNB_SL-R- Line Line Harz Vert 1 F 0.0 0.9 1 E 0.0 1.7 1 D 0'0 3.6 1 C 0.0 10.6 1 B 0.0 8.2 1 A 0.0 2.7 Wind Frm Col Dead Collat Live Snow Wind_Left1 Wind_Rightl Wmd_Left2 Wmd_Right2 Press Line Line Vert Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz 7 A 0.3 0.1 1.6 2.8 0.0 -1.8 0.0 -1.3 0.0 -1.2 0.0 -0.6 0.0 7 B 0.7 0.2 3.9 6.8 0.0 -4.8 0.0 -2.6 0,0 -3.3 0.0 -1.2 -2.5 7 C 0.9 0.2 4.6 8.1 -2.4 -7.7 0.0 -0.8 -2.4 -6.2 0.0 0.7 -3.2 7 D 0.9 0.2 4.6 8.1 0'0 -0.8 2.4 -7.7 0'0 0.7 2.4 -6.2 -3.2 7 E 0.7 0.2 3.9 6.8 0.0 -2.6 0.0 -4.8 0.0 -1.2 0.0 -3.3 -2.5 7 F 0.3 0.1 1.6 2.8 0.0 -1.3 0.0 -1.8 0.0 -0.6 0.0 -1.2 -1.3 Wind Frm Col Suct Wind_Long1 Wmd_Long2 Seis_Left Seis_R ght -MIN_SNOW-- E2UNB_SL_L- Line Line Harz Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert 7 A 0.0 0'0 -2.1 0.0 -1.3 0.0 0'0 0'0 0'0 0'0 2.8 0.0 2.7 7 B 2.8 0.0 -4.8 0.0 -2.7 0.0 0.1 0.0 0.0 0'0 6.8 0.0 81 7 C 3.5 0'0 -4.6 -0.4 -3.7 -2.1 -2.3 0.0 2.2 0.0 8.1 0.0 10.6 7 D 3.6 0.4 -3.7 0.0 -4.5 0.0 2.2 2.1 -2.3 0.0 8.1 0.0 3.6 7 E 2.8 0.0 -2.7 0.0 -4.8 0.0 0.0 0.0 0.1 0.0 6.8 0.0 1.7 7 F 1.5 0.0 -1.3 0.0 -2.1 0.0 0.0 0.0 0.0 0.0 2.8 0.0 0.9 Frm Col E2UNB_SL_R- Line Line Harz Vert 7 A 0.0 0.9 7 B 0.0 1.7 7 C 0'0 3.6 7 D 0.0 10.6 7 E 0'0 8.2 7 F 0.0 2.7 NOTES FOR REACTIONS BUILDING REACTIONS ARE BASED ON THE FOLLOWING WIDTHF(�FB�)UILDING DATA: - 80 LENGTH ifii = 200/ 20 ROOF SLOPE/12) = 1.0:12 / 1.0:12 DEAD LOAD) = 2,310 COLLATERAL (psf) = 1 ROOF LIVE FRAME LIVELLOAD OAD (( sf = 2000 ROOF SNOW LOAD �ps� = 36 GROUND SNOW LOAD (psf) = 50.00 WIND SPEED (MPH) = 110 WIND CODE = IBC 18 EXPOSURE = C CLOSED OPEN = Closed IMPORT CE - WIND = 1.00 IMPORTANCE - SEISMIC = 1.00 SEISMIC ZONE = D MINIMUM ROOF SNOWLOAD)(PSF) = 36.000 NOMINAL Il' (WIND PEE ND _ 7b (IBC Section 1609.3.1) REACTIARRMFAB WIND Left/Right 1 = (wfth +GCpi Internal Pressure) WIND Leftght 2 = with -GCpi Internal Pressure) Wind_Long 1 =Wind ad Case B at Left EW Wind_Lonyy 2 = Wind Load Case B at Right EW MIN -SNOW = Minimum Snow (Pm) per code E#UNB_SL-L = Endwall Unbalanced Snow Left UNB_SL_R = Endwall Unbalanced Snow Right E#FF##UNB_SL_L = Rigid Frame Unbalanced Snow Left UNB_SL_R = Rigid Frame Unbalanced Snow Right BUILDING BRACING REACTIONS Reactions in plane of wall f Reactions(k) Panel -Shear -Wall - Col -Wind - -Seismic - (lb/ft) Sets Loc Line Line Harz Vert Harz Vert Wind LEW 1 D,C Bracing, see EW reactions F-SW A 3.4 3.5 * 4.1 * 6,6 3.5 * 4.1 * R_EW 7 C,D Bracing, see EW reactions B_SW F 5.4 3.5 * 4.1 * 4,3 3.5 * 4.1 * *See RF reactions table for vertical and horizontal reactions to plane of the rigid frame. FRAME LINES: 2 3 4 5 6 IV RIGID FRAME: ANCHOR BOLTS do BASE PLATES Frm Col Ana -Bolt Base -Plate m) Grout Line Line Qty Dia Width Len h Thick (in) 2* F 4 1.000 8.000 14.00 0.625 0.0 2* A 4 1.000 8.000 14.00 0.625 0.0 2* Frame Imes: 2 3 4 5 6 IV LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----Collateral- ----- Live --------- Snow ----- Wind_Left1--Wind_REght1- line Line Horiz Vert Hartz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* F 2.5 4.5 0.7 1.0 13.6 20.0 23.7 35.0 -13.0 -16.8 -4.3 -11.4 2* A -2.5 4.5 -0.7 1.0 -13.6 20.0 -23.7 35.0 4.3 -11.4 13.0 -16.8 Frame Column--Wmd_Left2- -Wind_Rtght2---WmdJ.ong1---Wind_Long2- -Seismic-Left Seismic -Fight Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* F -10.6 -9.6 -1.9 -41 -61 -18.1 -6.7 -15.1 -1.7 -0.8 1.7 0.8 2* A 1.9 -4.2 10.6 -9.6 6.7 -15.1 6.2 -18.1 -1.7 0.8 1.7 -0.8 Frame Column -Seismic -Long -MIN_SNOW-- F1UNB_SL_L- F1UNB_SLJt- Line Line Horiz Vert Hartz Vert Horiz Vert Horiz Vert 2* F 0,0 -3.8 23.7 35.0 19.6 35.0 19.7 19.7 2* A 0.0 -3.8 -23.7 35.0 -19.7 19.7 -19.6 35.0 2* Frame Imes: 2 3 4 5 6 ENDWALL COLUMN: ANCHOR BOLTS k BASE PLATES Frm Col Anc._Bolt Base_Plate in) Grout Line Line Qty Dia Width Len h Thick (in) 1 F 2 0.625 7.000 8.000 0.250 0.0 1 E 2 0,625 TODD 8.000 0.250 0.0 1 D 4 0.625 6.000 8.000 0,376 0'0 1 C 4 0.625 6,000 8.000 0.375 0.0 1 B 2 0.625 7.000 8,000 0,260 0'0 1 A 2 0.625 7.000 8.000 0.250 0.0 7 A 2 0,625 7,000 8.000 0.250 0.0 7 B 2 0.625 7.000 8.000 0.250 0.0 7 C 4 0,625 6,000 8.000 0.375 0.0 7 D 4 0.625 6.000 8,000 0.375 0.0 7 E 2 0.625 7.000 8.000 0.250 0.0 7 F 2 0.626 7.000 8,000 0,260 0.0 ANCHOR BOLT SUMMARY Di a P Qty Locate (in) Type n ( ) O 12 Jamb 6/8' F1554 2.00 O 32 Endwall 6/8' F1564 2.00 0 40 Frame 1" F1654 3.00 DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-6233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE B/23/22 N.T.S. 1 A 19-B-13436 F2 0 Dia= 5/8" � N a0 n DETAIL A Dia= 5/8" DETAIL B Dia= 5/8" 0- c - \ N � v7 I O O I I O O I I I N DETAIL C Dia= 1" -T- N 010 � 4- 4- 2- 2„ 8 1/4" SW See Plan DETAIL D 1 3/4 Framed Opening Width 1 3 4 \ Equal ar Equal N + Steel Line + + + Ramp If Required ARDia Framed Opening AR Layout 5/8" Dia= See Plan DETAIL E 1 2" I I° 3" to L J 2 1/2" SW 1 3/4" 9J.. 9J.. Haase Anchors Hay Door rfacturerf Building ifacturer) The Adequacy Of The 4"e—Base Anchor Is Not The Responsibility Of The —Building Manufacturer. The Adequacy Of These —Base Anchors Should —Be Determined —By A Qualified Foundation Engineer. Verify Door Jamb —Base Clip Dimensions With Patterns ShoWn Prior To Placement Of Door Anchors And Adjust Patterns If Needed. Note:12J" Frames May Not Have Kerf Door Frame Feature Depending On Door Manufacturer. Knock DoWn Door Anchor Placement ISSUE DATE DESCRIPTION BY CK-D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 F3 0 ill**= SAME FLANGE Large Flan I 21--- Triangle Punch — — —' ** oints In Direction Of Large Flange PURLIN LAP Zee Lap Triangle Punch *# (Typical) Points In Direction A Of Large Flange ♦ ♦ L J. d vj Large Flang� Frame —Frame Frame —Frame 1 4"t P The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. Section 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" F-3 "-'\ RF1-1 F-7 RF1-1 F-7 RF1-1 F-7 RF1-1 F-7 RF1-1 F-4 P-1 T P-2 T P-3 T RF1-2 P-3 T P-2 T RF1— >< G9'5 Cg,S P-4 T ER-1 G2 ER-4 G0 .3 RF1— RF1-2 RF1-2 ER-2 ER-3 G9'5 Cg,S P-2 Typ G9' B,5 3 RF1-2 N P-3 Typ RF1-2 P— TYP ER-2 RF1-2 ER-1 P-4 TYP P-3 TYP P-2 TYP ER-3 G9'S Cg,S RF1-2 RF1-2 ER-4 t-1 O/ KY1-J t-L O/ KY1-J t-L O/ KY1-J t-L O/ KY1-J t-L O/ KY1-J t-3 2'-5 3 4' 2'-5 3 4' 2'-5 3 4' 2'-5 3 4" 2'-5 374�1 2 -5 3/4' 2 -5 3/4' 2 -5 3/4' 2 -5 3/4' 2 -5 3/4' GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL, 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTBMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 El 0 P-2 1OX25Z12 29'-11 1 P-3 1OX25Z13 29'-11 1 P-4 1OX25Z12 27'-5 1/ E-1 IOESIL13 24'-11 1 E-2 IOESIL14 24'-11 1 E-3 IOES1L14 24'-11 1 E-4 IOES1L14 24'-11 1 CB-3 1 1/2" DIA. ROD 1 28'-9" CB-4 1 /2" DIA. ROD 29'-2" 0 WPR05OO2/DET11 N c W O I U o � N L� O O F52-B to o WPR05OO2/DET11 Of GPR03OO4/DET12 D 0 M 0 �n i o o d U' M M tzi tz 00 0 \ o 0 o o co 0 co 0 a a ca c� 0 M M I O I m I- L L L L t - - - - - - - L GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILIITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER °PBR° PANEL ROOF DETAIL, 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. a GPRO3004/DET12 ROOF SHEETING PLAN PANELS: 26 Gauge PBR - Galvalume DATE I DESCRIPTION 8/23/22 1 FOR ERECTOR INSTALLATION WPR04006/DET12 0 4 CORNERS WPR05002/DET11 v GPR05001 /DET1 1 0 BOTH ENDWALLS )//,/ WPR05002/DET11 0 HERITAGE NORTH LfT'fLE ROCK, R. AR 0 21 6 040 BUILDING SYSTBMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 E2 0 0 to to i� — — — — — — — — �� E©I I I I I EC-4 FF1-3 RF1-3 RF1-3 RF1-3 RF1-3 EC-1 co 20'-0" GIRT 1'-6 3[� V-6 3 1'-5 3 1'-6 3 LAPS V-5 3/4` 1'-6 3/4' 1'-5 3/4" 1'-5 3/4` SIDEWALL FRAMING: FRAME LINE A a JB-1 JB-1 5❑ o c-s IllG— G-7 G-8 G-8 G-8 G-10 Z1 2❑ 0 0 G— of 7 G-7 H2 G— G-8 G_ G-9 0 0 ZQ3 z RA1-1 F2955—B PW030( SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Gauge PBR — Ash Gray DATE I DESCRIPTION 8/23/22 IFOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING, 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. /DET12 HERITAGE NORTH LFTLE ROCK, R. AR 072116 040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 E3 0 E-1 IOES1L13 24'-11 1/2" E-2 IOES1L14 24-11 1/2 E-3 IOES1L14 24'-11 1�2" G-5 8X25Z16 2'-1 3/4 G-6 8X25C16 24-11 1 2" G-7 8X25Z16 28'-7 3/4 " G-8 8X25Z16 27-11 U. G-9 8X25Z14 26'-5 1/2 " G-10 8X25Z16 26-5 1/2" :B-2 5/8" DIA. ROD 31'-5" 2 CL150 3 CL751 4 SC584_L EC-1 RF1-1 5'-6 . I 14'-0" 5'-6 GIRT V-5 3 LAPS 1'-6 3/4' PW030( GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING, 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. RF1-1 RF1-1 1'-6 34, V-6 3L!�-- V-5 3/4' V-6 3/4' SIDEWALL FRAMING: FRAME LINE F F2955-B RF1-1 RF1-1 EC-1 5'-6 '. I 14'-O" 15'-c 1'-5 3� 1'-6 34, V-5 3/4' 1'-5 3/4' SIDEWALL SHEETING & TRIM: FRAME LINE F PANELS: 26 Gauge PBR - Ash Gray DATE I DESCRIPTION 8/23/22 IFOR ERECTOR INSTALLATION /DET12 HERITAGE NORTH LFTLE ROCK, R. AR 072116 040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 E4 0 W -L E-2 U/1J:/li l Y IOESIL14 I J- 1 1 11 L 24'-11 1/2" E-3 IOES1L14 24'-11 1/2r E-4 IOES1L14 24'-11 1/2r G-8 8X25Z16 27'-11 1�2" G-11 8X25Z16 5'-1 3/4 G-12 8X25C12 24'-11 1�2" G-13 8X25Z16 6'-7 3/4 G-14 8X25Z16 26'-5 1/2" G-15 8X25Z16 26'-5 2" G-16 8X25Z16 6'-7 3/4' G-17 8X25Z16 5'-1 3/4" CB-2 5�8"^DIA. ROD 31'-5" " 2 CL750 3 CL751 4 SC584-L 5 SC584-R c 15,-0" 12 RA1-1 ERI-1 c17 4 — 80'-0" OUT -TO -OUT OF STEEL D C B 15'-0" 20'-0" 15'-0" 15'-0" Fs !-2I— — — r12 — — — ER-3 R41-1 ER-4 2'-0" G-2 L G-4 L. Bs G-2 — — o I B4 0 G-1 G-2 G-4 G-2 G-1 I I ©-0 G-1 o- G-2 Ca YG- G-2 G-1 o- l cD Ea RA1-1 E3 Q3 EC-1 EC-2 EC-3 EC-3 EC-2 ENDWALL FRAMING: FRAME LINE 1 12 F1B _ = r BEARING FRAME ONLYI WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. 12 LC-4 I 12 — C O ^ O NJ O ^ O t ^CDI I I I I I ih r� ro I I I I _ N CV N N cV N N N C 4 I I I N N N CD N N N N N N N N N N N N cV N cV O CD CD a PW021 01 /DET1 0 F407 r„rv« uir ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR - Ash Gray ISSUE DATE DESCRIPTION 0 8/23/22 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING, 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. HERITAGE NORTHfTT LLE ROCK, AR 072116 040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 E5 0 8 A325 5/8" 1 EC-2 8F35C12 19-7 13/16" EC-3 WBX10 20'-10 1 416" EC-4 8F25C14 18'-5 1/2 ER-1 W8X10 20'-1 1/4" ER-2 W8X10 20'-0 3/16" ER-3 W8X10 20'-0 3/i6" ER-4 W8X10 20'-1 1/4 G-1 8X25Z16 13'-7 3/4" G-2 8X25Z16 14'-4" G-3 8X35Z14 19'-4" G-4 8X25Z16 19'-4" CB-1 1 2" DIA. ROD 28'-7" FLANGE BRACE TABLE FRAME LINE 1 0 0 ID IPART I LENGTH CONNECTION PLATES FRAME LINE 1 ❑ID MARK PART SC5 OV-V VVI- IV-VVI Vr JI LLL B C D E 15'-0" 15'-0" 20'-0" 15'-0" 15'-0" 12 RA1-1 :ER-2 r1sER-3 RA1-1 I EI m—_ — — — — ——IV7 E24 —0" Ic LT E8 EC-1 G-2 v G-4 v G-2 -- I B4 I G-1 G-2 G-4 G-2 G-1 Ip I G-1 G-2 Cs YG— G-2 G-1 I \%\RAJ-1 -------� ------- ---------- I --------- ------ � LC—Z LC-3 EC-3 ENDWALL FRAMING: FRAME LINE 7 Y Q Q F160—B FYYVL 1V I/ VLF IV PANEL LAP ENDWALL SHEETING & TRIM: FRAME LINE 7 PANELS: 26 Gauge PBR — Ash Gray ISSUE DATE DESCRIPTION 0 8/23/22 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING, 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. LC-2 LC-1 1"h�' 12 BEARING FRAME ONLYI WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. HERITAGE NORTH LFTLE ROCK, R. AR 072116 040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 E6 0 8 A325 5/8" 1 EC-2 8F35C12 19-7 13/16" EC-3 W8X10 20'-10 1 416" ER-1 W8X10 20'-1 1/4 ER-2 W8X10 20'-0 3/i6" ER-3 W8X10 20'-0 3/16" ER-4 W8X10 20'-1 1/4 G-1 8X25Z16 13'-7 3/4" G-2 8X25Z16 14'-4" G-3 8X35Z14 19'-4" G-4 8X25Z16 19'-4" CB-1 1 2" DIA. ROD 28'-7" FLANGE BRACE TABLE FRAME LINE 7 p p ID IPART I LENGTH CONNECTION PLATES FRAME LINE 7 ❑ ID MARK PART SC5 SPLICE PLATE & BOLT TABLE MEMBER TABLE y Web De th Web Plate Outside Flange Inside Flange Qt OFLANGE BRACES: FBxx (1 or 2) Mark Start End Thick Len th W x Thk x Len th W x Thk x Len th Mark lop Bot Int T e Ma Length Width Thick Length SP-1 4 4 4 A325 1" 2 3/4" 8" 3/4" 4'-3 3/8" (1) IOne Side; (2) Two Sides SP-2 4 4 2 A325 3 4" 2 1 2" 6" 3 4" 2'-11 1 8" FB6 — L2X2X1/8 STIFFENER TABLE Stiff Plate Size Mark Mark Width Thick Length RF1-1 ST1 4" 1/4" 42" RF1-3 ST2 4" 1/4" 42" c I 0 N A — L2X2X14G BASE PLATE TABLE Col Mark Plate Size Width Thick Length BP-1 8" 5 8" 1'-2" RF— 3.042.0 0.250 233.0 6x38 x 9.5 6 x 5 8 TTIT.3 6 x 5/16" x 50.8 6 x 1/2" x 67.0 RF1-2 42.0/30.0 0.250 72.1 6 x 5/16" x 128.6 6 x 3/8" x 73.1 30.0/20.0 0.156 60.0 6 x 3/8" x 60.0 6 x 3/4" x 60.8 20.0/20.0 0.156 60.0 6 x 5/8" x 120.0 6 x 3/4" x 59.9 20.0/28.0 0.156 240.0 6 x 3/4" x 120.0 6 x 3/8" x 120.1 6x1/4 x117.7 F52-B RF1-3 42.0/13.0 0.250 233.0 6 x 5/16" x 50.8 6 x 1/2„ x 67.0 6x38 x229.5 6x58 x121.3 " 19'-8 314 19'-11 3 4" I- 26 Gauge PBR, Galvalume 40'-1 11 16" 1'-4 1'-4" 40'-1 11 16" 804'-10316" 804'-10316" Q1" FB40A 1) FB41.3A 1 FB41.3A(1)� FB40A 1 FB6-4 1 FB37A 1) FB38.5A 1) a oy — — Q— of — �) FB38.5A 1 — — — �) FB37A — FB6-31 ------------- 1) FB6-41 FB6-31 FB6-2 1 _ FB6-2 1 FB6-7 2 FB6-72) __----- — _ ST1 b' U 81 N I d N RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 6 GENERAL NOTES: ISSUE DATE DESCRIPTION 1• BOLT TIGHTENTING — BOLTED JOINTS WITH ASTM A325 TYPE 1 BOLTS GREATERTHANI/2"DIAMETERARE SPECIFIED AS PRETENSIONED JOINTS IN 0 8/23/22 FOR ERECTOR INSTALLATION ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN —OF —NUT METHOD OF TIGHTENING, CALIBRATED RENCH,TWIST—OFF—TYPETENSION—CONTROL BOLTS OR DIRECT —TENSION —INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL, INSTALLATION INSPECTION REQUIREMENTS FOR PREZENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN —OF —NUT METHODIS SUGGESTED.THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CRITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. HERITAGE NORrH Ln- LE ROCKC ARR. COMMERIAL0 21 6 040 BUILDING SYSTBMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 8OX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENANJD 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 E7 0 1"� I o I I iD ST2 a I� I I m m I M I I lam I I ' R I BP-1 1 �8 1/4" Sheeting Angle RA1 A7 Page HB—A7 Column -Base Plate E8 Page MB—E8 Steel Line 111 Fastener Varies #12A — SSR Roof #17A — PBR Roof Purlin At Each Purlin 10--- o7, 0 1 o 01 '0 ` i 1 41 ��" Flange �� ' -Brace 4 \- Rafter Purlin To -Bearing Frame Hot Rolled Rafter Plan Elevation * — Refer To Anchor Rod Setting Plan For Dimension Cold Form EndWall Column -Base Plate (2)1 /2"x1 1 /4" A325 M. Bolts �I ' Purlin Clip- 3 16" Plate 0 Purlin Clip 3/16" Plate Anti -Roll Clip 3/16" Plate Date Jul '21 E Rev 02 1) min e .e Dec '18 Rev 01 Purlin A Anti -Roll Clip 3/16" Plate Rafter of Rafter O • 0 Purlin Clip 3/16" Plate Anti -Roll Clip 3/16" Plate 3 16" 3 3/16" 3 3/16" 3 Cold Formed Rafter Main Frame Rafter PURLIN ANTI —ROLL CLIP DATE DESCRIPTION 8/23/22 FOR ERECTOR INSTALLATION -B4 Page MB—B4 Cold Form EndWall Column To Rafter HERITAGE NORTH LLE ROCKC R0 fT'f21 6 040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 8OX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENANJD 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET1 0 'asher Date Aug '20 Rev 01 .._1..--- Washer de ^- - --- -- V1I L VII L Date Date Date f36 Hot Rolled EndWall Aug °2o C4 Jun '17 C6 Girt To Hot Rolled Jun '17 Page Column To Rafter Rev Page Girt To Cold Form Column Rev Page EndWall Column Rev MB-B6 01 MB-C4 00 MB-C6 1 00 DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NO4704 W COMMERCIAL DR. STE B RTH LITRE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT. AARON SHEPPARD — 8OX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET2 0 C13 Page MB—C13 Column a� 75 a> N Face of Open Area Girt To Cold Form EndWall Column — Partially Open I I I I Girt I I EndWall I I II II Corner Column Sheeting Clip (See Chart) J II I II I N I I D Q I L-- --J SideWall Girt Steel Line Sheeting Clip Member I Piece Marl Date Jun '17 D4 Rev Page 00 W—D4 8" SC5 loll SC54 12" SC55 Date Girt To Cold Form Oct '19 Corner Column Rev 01 Colu Colu I I I I I I I I I I I I -Base Plate I! clan Elevation * — Refer To Anchor Rod Setting Plan For Dimension Date E 3 Page EndWall Column -Base Plate Rev MB—E3 01 DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE 4704 W COMMERCIAL DR. STE B NORTH LITRE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT. AARON SHEPPARD — 8OX16OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 834M-5233 CAD IDATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET3 0 Page Page Page Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01323 Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01320 Bolted Clips - Framed Opening Connections - Three and Four Sided AC01322 Base, Girt, Header, and Sill to Jamb Cee - Three and Four Sided Openings Openings - Girt Header Date Rev Date Rev Date Rev May'191 03 May'19 03 Apr'20 05 Note; All Horizontal Members Within clear Opening are Clipped and SC425 Clip 2 0 Bolts attached to Jambs With J"O Fin Head Bolts. SC425 Clip ee AC00915 thru AC00923 Typ. at Header and AC01324 thru AC01332 (2) 4"0 Fin Head Bolts Jamb/Sub Jamb (Cold Form Shown, ** Girt Within opening is provided When Framed 0P enin 9 Header H_ (Hot Rolled) 6 ee AC01324 Hot Rolled Similar) is to be paneled over. DH_ (Cold Form) � o "A"a Zee Girt ee AC01323 Header Opening Width Girt Header (Cold Form Shown, Hot Rolled Similar) Opening Height Jamb/Sub Jamb (Cold Form Shown, Zee/Cee Girt ** Zee/Cee Girt Zee/Cee Girt t o '0 CL751 Cli Typ. at Girt (see Chart) CL751 Clip Hot Rolled Similar) a�i x ** Girt Within opening Girt CL751 Cli Typ. at Girt ee AC01323 = o, c r o+ ° 0 SC425 Clip Typ. at Sill Sill H_ (Hot Rolled) o ee AC01323 Opening Width (2) J"O Bolts (2) 4"0 Bolts o' a = 01,DH_ (Cold For Header to Jamb = Jamb Jamb o JL_ (Hot Rolled) JR_ (Hot Rolled) DJ_ (Cold Form) DJ_ (Cold Form) = JLmb (Hot Rolled) JRmb (Hot Rolled) ee AC01323 DJ_ (Cold Form) DJ_ (Cold Form) Opening �dth Girt Height -,rFinish in (2) 4"0 Fin 17 Finish Floor Three Sided F.O. Floor ee AC01323 SC425 ClipHead Bolts Opening Vdth Four Sided F. . Opening Width Sill (Cold Form Shown, Jamb/Sub Jamb Girt to Jamb ** Girt Within opening is Three Sided Framed Opening. Hot Rolled Similar) (Cold Form Shown, provided When Framed Opening SC425 Cli Hot Rolled Similar) is to be paneled over. P ee AC00915 thru AC00923 Typ. at Header/Sill and AC01324 thru AC01332 Header Sill Height H_ (Hot Rolled) DH (Cold Form) 1 (2) J"O Fin J / I Head Bolts At Cold Form Jamb (2) J"O Fin Bolts at Three Sided Framed Opening. (2) J"O Bolts at Four Sided Framed Opening CL753 at 8" CL755 L/R at 10" CL757 L/R at 12" Cold Form Jambs Jamb/Sub Jamb (Cold Form Shown, o+ Hot Rolled Similar) x - rO Anchor Rods �. 4" Base Plate on JL & JR Hot Rolled Jambs Jamb to Finish Floor Zee/Cee Girt ** Zee/Cee Girt ee AC01323 t Zee/Cee Girt = rn c CL751 Cli ee AC01323 m Typ. at Girt oa Sill H_ (Hot Rolled) r rn Jamb DH_(Cold Form) Jamb JL-(Hot Rolled) JR_ (Hot Rolled) DJ -(Cold Form) DJ_ (Cold Form) Finish Floor N or rromin9 memoer I-A"6ee AC01323 Opening �dth thru AC01332 Four Sided Framed Opening. Jamb Fastener #12A JR_ (Hot Rolled) 12-14 X 1" P.H. (2) 4"0 Bolts DJ_ (Cold Form) DP3 AT 1'-0 O.C. Field Drill &"0 Holes in Girt at Field Locat I t t (TYP) 0 J Framed Openings (Typ) o t a I 2 0 J `0 0 Girt a E `t o v L Girt Header CL751 Clip (See Chart) O O io `o O O CL751 Clip Girt Sill t x o (See Chart) 0 { 0 x amb = i3 JR_ (Hot Rolled) r - c DJ_ (Cold Form) Girt 0 C 0 E v Chart JI 2 Girt Mark I 8 GH06 = 4 " to 6" in Section "A" 8 GH08 <= 4" Optional Use as Sill 10 GH10 12 GH12 DATE DESCRIPTION BY CK"D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-W-5555 PROJECT: AARON SHEPPARD - 8OX16OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-6233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DEf4 0 A O O O O O O O O aming Section 'A' Drawings For -Bolt Quantity And Diameter A O O O O O O O O ,.1ning Section 'A' Drawings For -Bolt Quantity And Diameter Purlin O_-- o� I I I (2 2" -Bolts Unless �2) 2molts oted On Erection ach End of O Drawings i o O 1 Purlin Lap O Flange -Brace) \J 0 II 0 As Required Rafter Flange -Brace Purlin Lap Dimensions 2)-5i" 4,_11�11 3' —1 11 6' — " 2 Endwall -Bearing Frame Date Date Date F9 F12 EndWall -Bearing Frame — Hot Jun '17 G2 Sep 19 Page Intermediate Hot Rolled Rev Page Rolled Rafter Splice At Ridge Rev Page Purlin To Rigid Frame Rev ►W-F9 Rafter SDIICe oo ►fie—F12 00 ►fie-132 01 ISSUE I DATE DESCRIPTION BY I CK"D I DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - 80X15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-13-13436 DET5 0 Column lop, Flange -Brace As Required ",' Girt Lap Dimensions 1,_5j" 2,_11� 2,_5j" 4,_1V 3'-1-4 6,_� Flange -Brace Steel Line Column Flange -Brace Flange -Brace Fastener Varies Ii As Required 0 , O \\\ #12A — SSR Roof Eave Strut #17A — PAR Roof ' At Each Purlin — — — — — — — — — — — — -- ---------------r 0 1 0 1 OI O I 10 OI (2 2" -Bolts Unless 1 (2) 2'' -Bolts at 1 1 1 1 1 oted On Erection 1 1 Each End of Lap 1 1 O Drawings 1 0 1 10 01 Rafter L-- --J 1 L-- --J — — — — — — — — — — — — — — — — — — — — — — Girt * * Girt„ Girt L ** of Date Date Page H2 Girt To Rigid Frame SePage Page p �1s H4 Girt To Rigid Frame Sep '19 18 Rev Rev MB—H2 01 MB—H4 I MB-18 Sheeting Angle RA1 Low Side Eave Strut To Jun '17 -Bearing Frame — Hot Rolled Rev 00 DATE DESCRIPTION BY CK"D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - 80X15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET6 0 Page llll Page Iv48—L1 J2 Steel Line r- —._ C11-.1 Eave Strut To -By—Pass Rigid Frame At Interior Clip Jamb Sub Jarr Opening Width Page Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01324 Jamb/Sub Jamb to Zee Girt Date Rev Mav'19 01 * Hole Location from Cold Form DJ_ use ' Hot Rolled JL & JR_ CL751 Clip Girt Height (2) 4"m-Bolts Feld Drill Vo Holes in Girt at Feld Located Framed Openings CL751 Clip Date Dec '17 Rev 00 a� J - - Strut Girt Height Iamb L1 Single Cold Form Jamb/Sub Jamb Dec '17 To Low Side Eave Strut Rev 00 of Cee + web Thickness — Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) (2) 4"0olts Zee Girt (2) 4"0--Bolts Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt (2) 4"m-Bolts Field Drill 1&'m Holes in Girt at Feld Located Framed Openings Zee Girt CL751 Clip Girt Heigh O Oj Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Jamb/Sub Jamb to Zee Girt Jamb/Sub Jamb cc) (Cold Form Shown, Hot Rolled Similar) CL751 Clip Zee Girt I` J (2) 4"molts Feld Will *'a Holes in Girt at ail Feld Located Framed Openings in Jamb/Sub Jamb to Zee Girt Page Bolted Clips - Framed Opening Connections - Cold Form and Hot Rolled AC01325 Jamb/Sub Jamb to Cee Girt/Header/Sill Date Rev Mav'19 01 * Hole Locatiaq from face of Cee Cold Form DJ_ e �" Hot Rolled JL_ & JR_ use 1 " + web Thk CL750 Clip Jamb/Sub Jamb (2) �"e -Bolts Cee Girt/Sill (Toed Down) Cee Girt/Header (Toed Up) Girt Height � CL751 Clip (2) 4"m molts Field Drill -g"m Holes in Girt at (2) 4"m-Bolts Field Located Framed Openings Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Jamb/Sub Jamb to Cee Girt/Sill Toed Downi Cee Girt/Header (Toed Up) (2) 4"m-Bolts I Jamb/Sub Jamb cl Field Drill Vo Holes in Girt at (Cold Form Shown, J Field Located Framed Openings O O Hot Rolled Similar) —T CL751 Clip inl I Cee Girt (Toed Up or Down Girt or Double) Girt I Cee Girt Height Height (Toed Up or Down CL751 Clip c or Double) t7O O J Jamb/Sub Jamb (2) "molts (Cold Form Shown, 0 Field Drill Vo Holes in Girt at Hot Rolled Similar) (nI Field Located Framed Openings Jamb/Sub Jamb to Cee Girt Jamb/Sub Jamb to Cee Girt a� c (2) 4"0-Bolts J Feld Drill *0 Holes in Girt at tf Field Located Framed Openings T, Cee Girt/Header Height I iI CL750 Clip Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) Jamb/Sub Jamb to Cee Girt/Header ISSUE I DATE DESCRIPTION BY I CK'D I DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NO4704 W COMMERCIAL DR. STE B RTH LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) CL750 Clip Height Sill � _I "— Cee Girt/Sill c J (2) 4"0-Bolts 0 Feld Drill Vo Holes in Girt at ii Field Located Framed Openings Jamb/Sub Jamb to Cee Girt/Sill CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET7 0 * Similar Connection at Rafter ** Flat Washer WF500 Has A Larger Outside Diameter Than Flat Washer WFH500 And Is To -Be Located Next To The Slope Washer *Column 't. Sao QG�r� �o Page MB-Q3 Q3 Rnri -Prnnn -Burr Threads After Final Tightening Slope Washer **r'-t Washer WF500 >� Rod Only lot Washer Hex Nut For Rod -Bracing That Falls Within The Girt Web, The Erector Is To Add A Minimum Size Slot For The Passage Of The Rod Rod -Brace Attachment At Web N c J �I E Li I See Anchor See Anchor Rod Plan Rod Plan Column-, Column Anchor 0 1 0— Rod -Base -Base I Plate Plate * * J Plan a> Cn R2 Page MB—R2 I I I I I I I I I I I I I I I I I I I I Elevation Mar '18 Rev 01 * - Refer To Anchor Rod Setting Plan Date Dec '17 Anchor Rods At Frame Column Rev 00 Screw Application Standard Grade Description FNaumber Application 1/4"-14 x 7/8" Type 2 4A Stitch & Trim Screw 12-14 x 1 1/4" Type 2 17A Member Screw (Up To 4" Insulation) 12-14 x 1 1/2" Type 2 17B Member Screw (Up To 6" Insulation) Long Life Description Number Application 1/4"-14 x 7/8" Type 1 4 Stitch & Trim Screw 12-14 x 1 1/4" Type 2 3 Member Screw (Up To 4" Insulation) 12-14 x 1 1/2" Type 2 3A Member Screw (Up To 6" Insulation) e TH06006 Single Skin Wall Panel Outside Closure Requirements at Eave Rev W19 01 Eave Strut Eave Trim (Profile Varies) Outside Foam Closure (See Chart) Wall Panel (See Chart) Eave Strut Eave Trim (Profile Varies) Outside PBR Metal Closure HW429 PBR Wall Panel 'age G D06002 )ate Rev Feb'191 02 Detail at Foam Closure Detail at Optional Metal Closure (Low Eave Shown High Eave Similar) For PBR Panel Only (Low Eave Shown High Eave Similar) Note: Foam Closures Are Required When Job Requires Air Infiltration Or Sealed Wall Requirements, See GD16002. Wall Panel Foam Closur PBR HW456 AVP HW465 PBU HW460 VistaShadow HW465 NuWall HW424 PBC H 462 PBD H 63 0 ow I eslgner erles (Fluted Only) RBR (Reverse Rolled PBR HW455 RBU (Reverse Rolled PBU) HW459 7.2 HW461 ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 80X15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-13-13436 DET8 0 Page Page Page PBR Wall Panel PW05002 PBR Wall Panel PW05003 PBR Roof Panel GPR00011 Panel Side Lap Fastener Location Fastener And Tape Sealant Location Date Rev Date Rev Date Rev Mar'191 03 Aug'15 04 Apr'19 01 See Note #1 24' 7" 5" 7" 5" 7" Note #1 See Note #2 Fastener #17A 12-14 x f SD W/Washer See Note #3 7" 5" 7" 5" 7" Sheeting Direction 94" �uildin Side Note #2 Fastener #17A See PW05011 for Panel End La 24 2� 24 12-14 x V SD W/Washer See Note #1 1'-0" O.C. Baring Leg � Note #3 ,.:� Fastener #4A Fastener #4A —14 x J' SO W/Washer Sheeting Direction 4-14 x k SD W/Washer 1'-8" O.C. = at 1'-8" O.C. See "GPR04016" See Note #2 Sheeting Direction All Roof Members Except As Noted —Below CORRECT Eave Strut Wall Girt See Note #2 o 24" 711 2�" 2�" 711 24" 21' 7" 24^ building Side Z Wall Girt d m N Exposed —Bearing Leg err Sheeting Direction Fastener #4A See "GPR04016" Sheeting Direction 4-14 x if" SD W/Washer See Note 1 # At Eaye Strut. Panel End Lap And Peak Purlin WRONG at 1'-8" O.C. Wall —Base Member Note: ScreW patterns shown satisfy U.L. 90 requirements for roof. ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM W COMMERCIAL DR. STE B HERITAGE NORTH LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DEf9 0 Page Page Page PBR Roof Panel GPR04015 PBR Roof Panel GPR04016 PBR Wall Panel PW02101 End Lap Detail Side Lap And End Lap Details Base Angle Without Panel Recess Date Rev Date Rev 1 Date Rev Apr'19 03 Apr'19 04 Apr'18 02 Fastener #3 Sheeting Direction _ 4„ 12-14 x f LL SD W/Washer At 5"-7"-5" O.C. Fastener #4 Prevailing Wind -14 x J" LL Fastener #4 4-14 x i" LL SD W/usher SO W/washer At 1'-8" O.C.1'-8" Two Continuous Layers Tape Sealer 3" Hy�507 PBR Panel O.C. Tape Sealer Tape Sealer P x" H 507 Down Slope Of Screw Line" x HW507 PBR Panel Section Thru Panel Side Lao 1' Sheeting �Ir Fastener #4 ecft°n TWo Continuous Layers Rase Angle RA1 Purlin 4-14 x J" LL Tape Sealer x All SD W/Washer At 1'-8" O.C. HW507 PBR Wall Panel Fastener #12A 12-14 x 1" Pancake SD W/0 Washer Fastener #3 (3) Per -Base Trim When Required 12-14 x I" LL Fastener #17A SD W/Washer 12-14 x f SD W/Washer Roof Panel End Lap At 5"-7"-5" O.C. 5"-7"-5" O.C. Purlin Concrete Fastener Optional Foam Closure HW455 4"0 Minimum 5'-0" O.C. Maximum (Not by Metal -Building Mfr.) d "d Fastener #3 C a. 12-14 x f LL SD W/Washer Panel Endlap Detail Optional -Base Trim -Base Trim 5" 7" 5" Eave Strut (See Erection Drawings Drawings For Piece Mark) 4" Piece Of Tape Sealer 1" x -A" HW506 F406 (Overlap tape sealer on closure by a Inside Closure HW455 minimum) With Tape Sealer 1" x-A" HW506 Top And -Bottom F407 End Lap Fastener Spacing Eave Trim Panel Sidelap Detail (When required, may require attachment At LOWEave before installing roof panels) Wall panel must be held off of base trim a minimum A" F408 to prevent bottom of Wall panel from rusting. ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM W COMMERCIAL DR. STE B HERITAGE NORTH LFITLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET10 0 PBR Roof Panel Fixed Ridge Detail Fastener #4 1 4"-14 x k 1 1 LL SD W/Washer 1 (6) Required 1 , I Fastener #3 12-14 x 14" LL � SO W/Washer PBR Roof Panel—' Insulation (Not by Metal —Building Manufacturer) Tape Sealer 1" x A. HW506 ge 9 PR06003 I PBR Roof Panel - Southern Standard And Southern Large to Rev Classic Rake Trim - Sheeted Wall Dr'19 04 Fastener #4 4-14 x i" LL SO W/Washe At 1'-0" O.C. Rake Trirr Standard F764 (Shown; Large F415C Die Formed Ridge Cap F52 Fastener #17A 12-14 x 1i" SO W/Washer Sheeting Angle RA' 2•, Fastener #4 4"-14 x k • •i LL SD W/Washer See Detail —Below •ice (6) Required age W P R05002 ate Rev 1av'19 08 Optional Ridge Insulation Trim Outside Panel Closure F684 See GD06003 Note: Peak Purlins Rake Trim Rake Trim Install optional ridge insulation trim F684 as insulation and roof Rake Slide Trim sheeting is being applied. Temporary attachment, if required, is Fastener #4A F215 I not by metal building manufacturer. 4-14 x k SD W/ 1 1 Washer At 1'-0" O.C. Fastener #4A Outside Panel 4-14 x i" SO W/ Closure Standard Alternate Washer At 1'—O" O.C. See GD06003 For Roof Runs 100'-0" Or Less For Roof Runs Greater Than 100'-0" PBR Roof Panel Peak Box At Fixed Ridge ,age GPR05001 )ate Rev Jun'21 1 08 Fastener #4 4-14 x i" LL SD W/washer (8) Required 1 Peak —Box I - - (See Chart) Rake Irim 11 Rake Trim 1 I -J L_ --- Fastener #4A n. Min. 4-14 x i" SD W/Washer Peak —Box At Wall Panel High Ribs (Top VieW) Peak —Box (See Chart) Fastener #17A 12-14 x 14" SO W/Washer Sheeting Angle RA1 Outside Panel Closure See CD06003 Fastener #4A 4-14 x k SO W/Washer Fastener #4 4-14 x i" LL SO W/Washer (10) Required ff�E] Tape Sealer 1" x A" Fastener Placement HW506 Rake Trim At Wall Panel High Ribs Trim Peak Box Roof Panel I Southern I Southern I Northern Note: Flashing profile varies dependent on the building order. Attachment as illustrated is applicable for all profiles. Profile Location stanaara I Large standard I Large Cascading F1519 F1585 F1672 F1760 Classic F160 F4153 F381 F1024 Contoured F2219 F2285 F2372 F2460 Signature F916 F3853 F236 F1018 Edgecraft SL <= 4" F6028 F6029 F6030 F6031 Edgecraft >4^ <= Y F6036 F6037 F6038 F6039 Sculptured SL <_ 4° F7052 F7055 F7058 F7061 Sculptured > 4" <= Y F7064 F7067 F7070 F7073 DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B Ln1LE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET11 0 PBR Panel Page GPR03004 PBR Wall Panel Page PW03001 PBR Roof Panel - Southern Standard and Southern Large Page WPR04006 Flat Eave Trim - Sheeted Wall Outside Corner - On Module Low Eave Rake Corner with Flat Eave Trim - 14" Wall Panel Date Rev Date Rev Date Rev Feb'17 05 Apr'19 08 Jul'17 05 Fastener #14 40 x *" Pop Rivet SS (4 Per Lap) Fastener #3 Fastener #4A 12-14 x I" LL SO w/washer 4-14 x J" at 5"-7"-5" O.C. N C SD w/Washer \ \ (2 Per Lap) Sheeting Inside Closure Hw455 With ° • • See layout Continuous Tape Sealer HW506 Fastener 4 Fastener 4 # # Top and —Bottom J-14 x k LL j-14 x k LL SD w/washer SD w/washer (3) Required 1'-0 O.C. Max. All, (Trim Color) (Trim Color) -- Trim Lap PBR Panel SideWall Panel (Varies, PBR show Fastener #14A Flat Eave Trim-0 x J" Pop Rivet SS F2955 Eave Trim I Em at 5'-0" O.C. in F2955 I Fastener #17A 12-14 x I" SO w/washer 'T at 5"-7"-5" O.C. Without Closure I "Optional" Outside Closure Fastener 4A # 1-14 x j" SD w/washer Endwall Panel (Varies, PER shown) Fastener #14 I (See ) SGD06002 1'-8" O.C. Rake Trim "0 x leg" Pop Rivet SS I Corner --Box End Ca Field Cut legs flus (Extend past Corner Trim F�") at 3'-0" O.C. I Standard With Corner Trim F427L (Shown) and Roof Panel Standard F764 (Shown) With Closure F427R (Opposite) Large F410 Fastener #14A "o x �" Pop Rivet SS I — Steel Line — Large F4152L (Shown) See Construction Fastener #14 at 1'-0" O.C. I I Eave Strut Field Cut Panel F4152R (Opposite) Details for required Field Cut side and bottom attachment of Eave >�"m x6" As Required flange to conform to wall. Trim and Rake Trim to wall. wall Panel 2" O.C. max. (8) Required Apply Tube Sealant at tabs. Closures not shown for clarity. Outside Corner Trim F830 ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM W COMMERCIAL DR. STE B HERITAGE NORTH LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 8OX16OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET12 0 Top Flange Rafter Web -Bottom Flange Extension -Beyond Flange Is Optional For Top And -Bottom Flanges Page MB-U2 U2 Single Skin Wall Panel Outside Closure Requirements at Rake Rake Angle RA1 "- Rake -'- 'age GD06003 )ate Rev Feb '19 02 PBR Roof Panel Section Thru Fixed Ridge 0 o Top -Bolts (See Frame Drawings For Size) Rake Trim Rake Trim (Profile Varies) (Profile Varies) Do ' Intermediate molts (See Frame Outside Foam Closure Outside Metal Closure Ct Sym. O (See Chart and Note #2) PBR Wall Panel HW429 or HW429A Fastener #3 Drawings For Size) (See Note #3) H 5 Sealer 1" x-A 12-14 x I" ILL SO W/ Wall Panel W 06 Continuous See Chart t4" Washer At 5"-7"-5" ( ) Die Formed Ridge PBR Roof Panel 0 Cap F52 -Bottom -Bolts (See Frame Detail at Foam Closure Detail at Optional Metal Closure Q ! Drawings For Size) For PBR Panel Only I -Bolts At Rigid Frame Ridge Jun '17 Rafter Connection Rev 00 Top Flange 0 ; o Top -Bolts (See Frame Drawings For Size) Rafter Web 0° ' Intermediate -Bolts oo (See Frame 0 Drawings For Size) bottom Flange—,Oo bottom molts (See Frame OO Drawings For Size) U3 -Bolts At Rigid Frame Rafter To Jun '17 Page Column Connection Rev 00 Notes: 1. Outside Panel Closures are Required at all Sheeted EndWalls. 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 for Roof Slope Greater Than 4:12. Field Form/Notch HW422 to Panel Profile. 3. PBR Wall Panel Outside Metal Closure HW429 for Roof Slope 0 :12 Thru A :12 and HW429A for Roof Slope Greater Than 4 :12 Thru 44 :12. 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. Rake Angle RA1 Rake Trim (Profile Varies) L Rake Slide Trim F215 (See Note #4) Outside Foam Closure ShoWn Metal Closure Optional Wall Panel (See Chart) Detail at Rake Slide Trim Wall Panel Foam Closur PBR HW456/HW4 AVP HW465 PBU HW460 VistaShadoW HW465 NuWall HW424 PBC HW462 PBD HW463 ShadoWRib HW412 Designer Series (Fluted Only) HW4037 RBR (Reverse Rolled PBR HW455 RBU (Reverse Rolled PBU) HW459 7.2 HW461 Optional Ridge Insulation Trim F684 Insulation (Not —By Metal —Building Mfr.) Peak Purlin ISSUE I DATE DESCRIPTION BY I CK"D I DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 80X15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-13-13436 DET13 0 '19 I 04 Page Page Page PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07022 PBR Wall Panel - Three Sided Framed Opening PW07023 PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07024 Notch Panel at Head Trim Field Notch Panel at Head Trim Notch and Bend Tabs at Head TrimVla ate Date Rev Date Rev Date Rev 1 05 Mar'20 05 Mar'20 05 NQt; Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 Note: Trim Installation can be done by eld Notch Panel as shown Field on 7022 & PW07023 PW0 Q$ With Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Qg With Field Notch and Bend Tabs Head Trim as shown on PW07024 & PW07025. ote' Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 QR With Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+2" Lap When req'd) Opening Width + 6" (+2" Lap When req'd) 3" Opening Width 3" Opening Width + 6" +2" Lap When req'd) ( Field Cut and Remove Opening Width + 3" See PW07023 1� q & PW07027 Head Trim F481 Opening Width See PW07025 & PW07027 qr o M 0 0 0 a 0 Front View End View "ra ro o 0 0 0 Head Trim F481 See 2" Lap With (2) Fasteners #14 Head Trim F481 PW07030 a J" x J" Pop Rivet and HW540 Caulking See PW07030 a Field Notch and Bend 1" Tab behind Jamb e"Optional" t#14 tx" 0 For Fastener a"ach aci Fastener #14A J" x J" Pop Rivet at Channel Closure Trim PW07028 Opening Width 3" 0 enin idth 3" P 9 Field notch Panel _ Fastener 14A x Po Rivet p 3 1'-8 O.C. at Cold Form see at Head Trim at 1'-8 O.C�at Cold Form PW07025 for details. a OR 0 � a N Fastener #16 12-24 1 S Pancake P5 0 Washer x D k D �" W W / + r. ' frf r'! .s t 3 Fastenner #16 12-24 x 1 Pancake SD DP5 L + - 1' 8 O.C. at Hot Rolled l 1 I}rrr rfr .f r� r r r r r r} r a - o - 0 Washer at 1' 8 O.C. W W W/O N a x o o f1 rr r>rr f J at Hot Rolled + c E o ead of H 540 Tube Caul in " B W k g from Header to Floor (see section) 2" Lap With (2) Fasteners #14 `f r % F r r r! r r' r: r f r ® 0 1 ,f r f r r. r t rr; f ' ::fr :fry ;r,. -++ f r 'r r rlf; : r sf f; N +" v c o Bead of HW540 Tube Caulkin from Header to Floor (see section) 0 T{I1ypI a�0 x Po Rivet f r ID = o Jamb Trim F482 Jamb Trim F482 Typ at Head & Jamb Trim lrr xr o Head Trim F481 t r�With�,HW540rrF";,+`.�;i�`I + o Jamb Trim F482 Jamb Trim F482 L 2" Lap With (2) Fasteners 14 # c _ or Alternate F484 or Alternate F484 When Field o+ — Y`Caulk t o, or Alternate F484 or Alternate F484 b" A" Pop Rivet a required. notch as required. at these edges See PW07027 r'{'f. x x Typ at Head & 0 O 0 a, after installation for Jamb Trim c %frr 11 a Jamb Trim When See PW07029 field cut detail f%rrff. ;ref rrr rr ' 'r 0 'f%`s'+f%r f%t f r r r I, d Q required. Field notch as required. r F: r f% r' f:'. 0 p See 0 Jamb Trim F482 rr PW07029 Finish Floor Line or Alternate F484 "rf F % F'f %l f % rl' N--'- ;f For "Optional" x Channel Closure Trim "r see PW07028 Fastener f 4A J" x J" Pop Field cut Panel 0 Finish Floor Line 0 Opening Width Rivet at 20 O.C. at Cold Form OR =,a Fastener #16 12-24 x 1j" SO Pancake DP5 Opening Width W/O Washer at 1'-8 O.C. ote All Width at Hot Rolled ote Panel position is shown With trim is to be ote Field measure Opening installed insulation BEFORE blanket is applied to Walls. and Height before making and adjust cut dimensions field cuts accordingly. Panel Rib and Opening on 1'-0 module. ote All trim is to be N2.t&L Width All trim is to be Note: Field measure Opening Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field installed BEFORE blanket and Height before making field cuts insulation is applied to walls measure before cutting Panel and Trim. insulation is applied to Walls. and adjust cut dimensions accordingly. STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 B=ING SYSTBMS 1-800-643-5556 PROJECT: AARON SHEPPARD — 8OX16OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENANJD 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET14 0 PBR Wall Panel - Three Sided Framed Opening - Field Notch and Bend PW07025 Tabs at Head Trim Date Rev Mar '20 1 05 ote• 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. *Field Cut Remainder and Remove n..,..e.... ,Aram. i c" *Opening Width + 3" 1" *Opening Width 1" Head Trim F481 I Front View 2" Lap With (2) Fast See End Cut Detail Opening Width Do not cut or remove back leg 1 "ell", Bend 11" Tab down 90 degrees Field Cut and Remove End Cut Detail (Viewed from top of Head Trim) Field Notch and Bend 1j" Tab behind Jamb Trim. Attach With Fastener #14 b" x A" Pop Rivet Head Trim F481 J / See PW07027 for Jamb J Trim field cut detail Jamb Trim F482 or Alternate F484 — Fastener #14A J" x J" Pop Rivet at 1'-8 O.C. at Cold Form OR Fastener #16 12-24 x 11" Pancake SO DP5 W/O Washer at 1'-8 O.C. at Hot Rolled *Note: Field measure Opening Width and cut Head Trim to required length. 4 eners #14 End VeW J" x J" Pop Rivet and HW540 Caulking ote• All trim is to be installed BEFORE blanket insulation is applied to Walls UgLeL Panel position is shown With Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. Field cut Panel STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) CUNT, PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details Alternate Jamb Trim F484 Jamb Trim F482 To a Too View " V Field Cut and Remove M Side View at Head Trim Side view at Floor Line ote• Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. M =,00 r rn 2 c �c CL O =,a Jamb Trim F482 and ayPW07027 PBR Wall Panel - Three Sided Framed Opening Tate Rev "Optional" Channel Closure Trim Mar'20 04 (2) Fasteners #14 a" x J" Pop Rivet at lap 2" La When required. P W q Field cut and notch as required. Alternate Jamb Trim F484 Front View Right Jamb Trim as shoWn Left Jamb Trim opposite hand Finish Floor Line n o.,t.,,, Wt,i+h 4- 7" (4-9" 1 ,,., who., � 'd) PW07028 e Rev av'19 04 3" Opening Width 3J" tv M o 0 0 ° Channel Closure Trim ° See PW07030 Fastener #14A a" x J" Pop Rivet at 1'-8" O.C. at Cold Form ° OR t Fastener #16 a 12-24 x 11" Pancake SD DP5 = W/O Washer at 1'-8 O.C. 4 o 5 at Hot Rolled 2" Lap typ at to Channel Closure Trim Head & Jamb N oa required. Field c ° Channel Closure Trim ° to length if req' and notch. See PW07029 0 Finish Floor Line 0 1" Field bend tab down 90 degrees hen it d 21" Field cut and remove 0 tb a Channel Closure Trim Piece Mark Channel F981 — 8" Member F2993 — 10"" Member Closure Trim F2994 — 8�" Member F169 — 12" Member F982 — 10" Member F2995 — 12r Member 4 31" Field cut and remove Channel Closure Trim at Jambs End Cut Detail ote• All trim is to be installed BEFORE blanket insulation is applied to Walls. ote• Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. ote• The interior leg of the Channel Closure Trim is to be oriented (t1/8") to match the interior leg of the Header or Jamb. DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE 4704 W COMMERCIAL DR. STE B NORTH Ln1L.E ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: MRON SHEPPARD LOCATION: MENAN,ID 83434-5233 #41 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEr NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET15 0 PBR Wall Panel - Three Sided Framed Opening Jamb Trim Installation PW07FO29 p g - amoarP RPM Fastener #14A J" x J" Pop Rivet at V-8" O.C. at Cold Form OR Fastener #16 12-24 x 1i" Pancake SD DP5 W/O Washer at V-8" O.C. at Hot Rolled Double Sided Tape (Not by Building Mfg) Blanket Insulation PBR Wall Panel Llj{g;Terminate Blanket Insulation at Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Mar '20 1 05 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PW07028 for details. r Bead of HW540 Tube Caulking (Header to Floor) Field Cut Wall Panel Opening Width Alternate Jamb Trim F484 Profile ND-t&L Panel position is shown With Panel Rib and Opening on V-O" module. ote• 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. I I measure before cutting Panel and Trim. PBR Wall Panel - Three Sided Framed Opening Head Trim Installation PBR Panel Fastener #17A 12-14 x f SD W/Washer At 5" - 7" - 5" O.C. At Cold Form Members Or Fastener #67 12-24 x I" SO DP5 W/Washer At 5" - 7" - 5" O.C. At Hot Rolled Members Head Trim F481 �I PW07030 Oct'19 1 03 Fastener #14A i" e x J" Pop Rivet SS At 1'-8" O.C. At Cold Formed Members Or Fastener #16 12-24 x Pancake SD DP5 W/0 asher At V-8" O.C. At M Hot Rolled embers Header (Cold Form Shown Hot Rolled Similar I I I I I I "Optional" Channel Closure Trim See PW07028 For Details. I I I I I I I I I I Finish Floor I I SL DATE DESCRIPTION BY CK'D DSN 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-13-13436 DET16 0 Page Page Page PBR Wall Panel - Walk Door & Glass -Front Walk Door - Trim Installation PW09022 PBR Wall Panel - Walk Door And Glass -Front Walk Door PW09023 PBR Wall Panel - Walk Door & Glass -Front Walk Door - Trim Installation PW09024 with Field Notch Panel at Head Trim Field Notch Panel at Head Trim with Field Notch and Bend Tabs at Head Trim Date Rev Date Rev Date Rev Mar'20 03 Mar'20 02 Mar'20 03 & PWO9023 UoLtz Trim Installation & PW09023 N2tz Trim Installation can be done by Field Notch Panel as shoWn on PWO9022 & PWO9023 3 With Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PW09025. otc Trim Installation can be done by Field Notch Panel as shown on PWO9022 can be done by Field Notch Panel as shown on PW09022 OR With Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. O.B. With Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. 00 0 0 Door Width + 6j" (+ 1'-6 for each SideLite) 0 0 Door Width + 64" (+ 1'-6 for each SideLite) ° 3 o o 14" 1' Door Width + 3j" (+ —6 for each SideLite) 14" Panel Rib I ° c 3 0 14" Door Width + 3j" (+ 1'-6 for each SideLite) 14" o U o See PW09023 Door Width + 31" 1 " o° o See PW09025 Y N o & PWO9027 (+ 1'-6 for each SideLite) Y N °o Lt & PW09027 3 0 0 Y o ° Door Width Door Width + 3" o o o a � + 1'-6 for each SideLite (+ 1'-6 for each SideLite) 1 " ( ) "� 04 3 o o Field notch Panel Door Width at Head Trim Head Trim F481 (+ 1'-6 for each SideLite) 1" Head Trim F481 Field Notch and See PW09030 I c o i° —0 See I PW09030 a Bend 11" Tab behind Jamb or PW09032 0 1 or PW09032 Trim. Attach o N Y o With Fastener Fastener #14A J" x O o ji� CD Fastener 14A !" x �" # R x " Pop Pop Rivet. See o Pop Rivet at 20" O.C. c o Pop Rivet at 20" O.C. PW09025 for IMxr I ® o I details. Y o o o Head Trim F481 00 I Caulk these edges Y O 0 o,Lo o 0 Lo " Bead of HW540 Tube CaulkingI-r o I after installation. I = 4" Bead of HW540 Tube Caulkin T" Y = from Header to Floor (see section) See PW09027 $ o I Y 0 from Header to Floor (see section) 1 a 0 I I for Jamb Trim 0 3 I I 3 1 0 0 o Jamb Trim F482 Jamb Trim F482 field cut detail I o �c o I "■+ 0 0 0 o Jamb Trim F482 Jamb Trim F482 0j ° I or Optional F484 or Optional F484 I ° I I Oj ° or Optional F484 or Optional F484 ° �r i� I Jamb Trim F482 0 o I I or Optional F484 i ^ 0 See I I 4r See ° PWO9029 o I I o I PW09029 0 I or PW09031 I Fastener #14A �" x Field cut Panel or PWO9031 Pop Rivet at 20" O.C. 0 Finish Floor Line 0 1" 0 Finish Floor Line 0 1j" Door Width (+ 1'-6 for each SideLite) Door Width (+ 1'-6 for each SideLite) L 1" R 1" Door Width + 34" (+ 1'-6 for each SideLite) Door Width + 34" (+ 1'-6 for each SideLite) UqLeL Panel position is shown With Panel Rib and Door on 1'-0 module. UateL All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Door Width and location. Field be Nsi� Field measure Door Width and to be Nsi L Field measure Door Width Ns#&L All trim is to insulation is applied to Walls. measure before cutting Panel and Trim. Nsi� All trim is and installed BEFORE blanket Height before making field cuts and installed BEFORE blanket Height before making field cuts and insulation is applied to Walls. adjust cut dimensions accordingly. insulation is applied to Walls. adjust cut dimensions accordingly. ISSUE DATE DESCRIPTION BY CK'D DSN W COMMERCIAL DR. STE B 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH LfTTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19-B-13436 DET17 0 Page Page Page PBR Wall Panel - Walk Door And Glass -Front Walk Door - Field Notch and PW09025 PBR Wall Panel - Walk Door And Glass -Front Walk Door PW09027 PW09032 Bend Tabs at Head Trim Jamb Trim Field Cut Details PBR Wall Panel - Knock Down Walk Door - Head Trim Installation Date Rev Date Rev Date Rev Mar'20 02 Mar'20 03 May'19 03 fig; Trim Installation can be done by Field Notch Panel as shoWn on PWO9022 & PWO9023 OR With Field Notch and Bend Tabs at Head Trim as shown on PW09024 & PW09025. Door Width + 61" (+ 1'-6 for each SideLite) 1�" Door Width + 34" (+ 1'-6 for each SideLite) 1 " 1 " 1 PBR Wall Panel Girt Alternate Jamb Trim F484 Jamb Trim F482 Top Too View Fastener #17A Head Trim F481 0 0 3r 12-14 x f SD W/Washer 1 4 0 o at 1'—O" D.C. F c c 3A" Front View 0 L 00 Lt Feld Cut Fastener #17A End View s, and Remove 12-14 x SD W/Washer See End Cut Detail N at 5"-7"-5" O.C. Fastener 14A "e x Po C. p Opening Vidth 3 Rivet SS at 1' —8" 0 Do not cut or LQLeL All trim is to be i N IV) N remove back leg installed BEFORE blanket insulation is applied to Walls o Bend 11" Tab 1" x rr doWn 90 degrees ote• Panel position is shown With Panel Rib and Door on 1'-0 module. Location of Rib may vary depending on Field Cut the Door Width and location. Field �WalkDo.rder and Remove measure before cutting Panel and Trim. Head Trim F481 End Cut Detail o (Viewed from top of Head Trim) ? Panel Rib I1" Side VTeW at Head Trim o (Profile may vary) Door Vidth + 34" n o o L $ °o 0 (+ 1'-6 for each SideLite) 14" Door Width + 3j" ^ p0 0 _ Door Vidth (+ 1'-6 for each SideLite) o0 Y o Y C 10 (+ 1'-6 for each SideLite) 1" 3 p0 Field Notch and Bend 1 "Tab o }{ ` 0 j o behind Jamb Trim. Attach With 0 � —0 I �i c0� Fastener #14 �" x A" Pop Rivet _ o ® 3: -`ia i� �Kac Head Trim F481 0° I Finish Floor Line Finish Floor Line I � I See PW09027 for Jamb I 0 I ra Trim field cut detail I o „ I 0 I 0 Side View at Floor Line Jamb Trim F482 03 I Jamb Trim F482 and or Optional F484 I ^ o N o I II I IIIULT ote• Field measure Door Height before Alternate Jamb Trim F484 Fastener #14A �" x I "** making field cuts and adjust cut dimensions that Jamb Trim fits to Head Front VTeW Right Jamb Trim h1gigi All trim is to be Field cut Panel Pop Rivet at 20 O.C. I I accordingly so Trim & at 1j" beloW Finish Floor Line. as shown Left Jamb Trim opposite hand installed —BEFORE blanket insulation is applied to Walls. T� ISSUE DATE DESCRIPTION BY CK'D DSN W COMMERCIAL DR. STE B 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — BOX15OX20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DET18 0 Page P W 09031 PBR Wall Panel - Knock Down Door Jamb Trim Installation Date Rev Mar'20 07 Sheeting Angle RA1 walk Door Jamb Field Notch At Girt And -Base Member. (Attach With 1 - Fastener #12A 12-14 x 1" \ Pancake SD W/O washer At Each Member) Urethane Tube Sealant HW540 4" a -Bead To Floor Fastener #14A ie x J" Pop Rivet SS At 1'-8" O.C. Double Sided Tap) A (Not -By Metal -Building Mfr. -Blanket Insulation -\ PBR wall Panel Field Flatten Trim Note: Leg when Required Field Cut wall Terminate -Blanket Panel As Required Insulation At Jamb Trim Jamb Trim 1" Door Width F482 (Shown) Or Alternate Jamb Trim F484 Door Width + Note: All Trim Is To -Be Installed -BEFORE -Blanket Insulation Is Applied To Walls. Location Of Panel Rib May Vary Depending Alternate Jamb Trim F484 On Door Width, Door Location And Panel Starting Location. Refer To Erection Drawings For Panel Layout. Field Measure -Before Cutting Panel And Trim. ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LITTLE ROCK, AR 72116-8040 BUILDING SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD - BOX15OX20 CUSTOMER: AARON SHEPPARD - H OWNER: AARON SHEPPARD LOCATION: MENAN,ID 83434-5233 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 8/23/22 N.T.S. 1 A 19—B-13436 DEH9 0 Jamb Extension Sheeting Angle RA1 - Field Notch And Attach To Girt And -Base Member With (1) Fastener #12A 12-14 x 1" SO Pancake W/O Washer A 0 0 -B C Field Locate Falk Door_ Clip To Clear Strike Reinforcement Knock DoWn J Door Frame Door Width = 3'-0", Door Elevation Girt Jamb Extension Sheeting Angle RA1 12 Walk Door COP "I At al" Door Frame WW101 At 1 " Door Frame WDC121 At 1 " Door Frame Fastener #12A 12-14 x 1" Pancake T SO W/o Washer � 2) At Each Side Of Strike Jamb) Strike Reinforcement Angle WDA Field Cut And -Bend Attachment To Concrete Naboy Metal -Bldg 'J.. a.. -Base Anchors Hay Door f"turer/Building rfacturer) The Adequacy Of The 4"erase Anchor Is Not The Responsibility Of The -Building Manufacturer. The Adequacy Of These -Base Anchors Should -Be Determined -By A QwIftled Foundation Engineer. Verity Door Jamb -Ban Clip Dimensions With Patterns Sho*n Prior To Placement Of Door Anchors And Adjust Patterns If Needed. Note:124" Frames May Not Have Kerf Door Frame Feature Depending On Door Manufacturer. Knock DoWn Door Anchor Placement cc Door Frame Head Door leaf Section A Walk Door Clip e Jamb ,r 112A / (2) Fastener 012A Pancake usher • 12-14 x 1" Pancake dh Side I SO W/o usher Jamb) Strike Reinforcement Angle Sheeting Angle Walk Door Clip/Strike Reinforcement Angle Isometric SL Girt 1 Girt (4) *,a x J" Jamb to Header-Bolt/Nut Provided -By DoorManufacturer) Door Frame Head L' Door Frame Jamb— Shee A See Note h \ \ Door Jamb Extension Isometric (2) Door Jamb Extensions Are Required For All Knock Do*n Doors. Extend Door Jamb Extension To The 7'-6" Girt Elevation And Attach To The Web Of The Girt With (4) Fastener #12A, Attach Door Jamb Extension Channel To Door Jamb With (6) Fastener #12A. For Girt Elevations Above 7'-6" Refer To AC05132 For Door Jamb Extension Requirements. Note: If Girt Has A 04" Flange, Feld Notch Jamb Extension Channel To Clear Girt Up. Do Not Notch Girt Up. Fastener 112A 12-14 x 1" Pancake SD W/O Washer (10 Regd) Jamb Extension HW9582 For 8g" Door Frames HW9876 For 10i" Door Frames HW9877 For 14" Door Frames Sect on—B Section C Walk Door Clip Strike Reinforcement Angle Sheeting Angle ISSUE DATE DESCRIPTION BY CK'D DSN 0 8/23/22 FOR ERECTOR INSTALLATION IES IES JM HERITAGE NORTH W COMMERCIAL DR. STE B LWILE ROCK, AR 72116-8040 BUILDWG SYSTEMS 1-800-643-5555 PROJECT: AARON SHEPPARD — 8OX150X20 CUSTOMER: AARON SHEPPARD — H OWNER: AARON SHEPPARD LOCAT1ON: MENAN,ID 83434-5233 Page CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER11�UE AC05200 Knock DOWfI Door - Girt At T-6" Without LOW Girt ID,te Rev 8/23/22 N.T.S. 1 A 19-B-13436 DET20 Nov'18 00 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 And PUCTURAL A Great Amount Of Time And Trouble Car -Be Saved If The -Building Parts Are Manufacturer's Roof And Wall Panels Include Color Coated, Galmiume, And All The Quality Of Workmanship In Steel Cgnstmction Proctices And Handling Methods Please Handle Any Shortages Or -Back Charges In The Following Manner. 1. Carefully Check Your Packing List W'hB Unloading, 2. Mark Any Items Which Appear To -Be Missing And Notify The Field Reaming, Chipping, Welding Or Cutting The Drawing Of Elements Into Line iij��rough The Use Of Drift, Pins. Errors That Conpgt-Be Corrected -By The Foregoing Deans Or Which Require Major Changes In The Member Configuration Should -Be Unloaded At The -Building Site According To A Pre -Arranged Plan. Proper location And Handling Of Components WiII Eliminate Unnecessary Handling. Galvanized, Provide Excellent Service Under Widely Varied Conditions. Unloading //vpkd Erection Penronpel Should Fully Understand That These Panels Are Quality mamhandise, Which Merits Cautious Care And Handling. Used During The Construction Of The Metal -Building Can Significontty Affect The Appearance And Performance Of The -Building Panels. Panel Damage During Construction Carr -Be The Result Of Faulty Installation Methods And/or Service Department At The Number Shown In The TRIe-Block As, Saari Reported Immediately To The Owner And The Fabricator -Ely The Erec}:gr To Enable iigm- No Carelessness. As Possible. Calling Someone Else Could Delay The Proper Response. 1dL�L IAA Whoever Is Responsible Other To Correct The Error Or Approve The Moat Efficient And Economical Method Of Correction To -Be Used -By Others. (AISC 303-10, "Authorization Piece Marks Are Stenciled On The Primary Structural Members At The Lower End, 1'-O" From,The End. Inspect All Shipments Prior To Releasing The Tle-downs For UNDER CIRCUMSTANCES SHOULD PANR-s-RE HANDP ROUGHLY Packages Of Sheets Should -Be Lifted Off The Truck With Extreme Care Taken To Ensure That No Damage Occurs To Ends Of The Sheets Or to Side Ribs. The Overdriven Fasteners Cause Indentations Or Shall gw Pockets In The Panel Around In The Event Of An Error, The Customer Must Promptly Make A Written Or Verbal Claim" to The Manufacturer For The Correction Of Design, Drafting,�ill OF Section 7.14). If The Error Is The Fault Of The Manufacturer An For Corrective Work" Must -Be Issued In Writing -By a Manufacturer To Authorize The Tj� M Corrective Work At A Coat Not To Exceed The Maximum Total Coat Set Forth. Loads That May Have Shifted During Transit. Packages Should�e Stored Off The Ground Sufficiently Hig To Ahoy Air Circulation Underneath The Packages. This Avoids Ground oiature And Deters The Fastener Head. Rain Water Or Condensation Moisture Combined With Atmospheric Pollutants w (principally f Poll Dioxides) And Dirt Particles Collect In These pockets. The Combination Of Pollutants And Water Creates Acid Solutions �IInitial Materials Or Fabrication Error. The "Initial Claim" Includes:Blocking Alternative Corrective Work other Than That Proposed In The "InWal Gaim" May --Be�Directed-By The Manufacturer In The "Authorization OF Corrective Work". Only REMEMBER SAFETY FIRST: Under Columns And Rafters Protect The Splice Plates And The Slab From People From Walking On The Packages. One End Of The Package Should�e Elevated To Encourage Drainage In Case Of Rain. The Manufacturer Exercises M That W(II Cause Corrosion Damage To The Panel And Fastener. Rain May Wash Some Pollutants Away But Moisture In Farts Of High Humid' Can K These g Keep 1. Description Of The Nature And Extent Of The Errors, IncludingQuantities. 2. Description Of The Nature And Extent Of Proposed Corrective Work, ptiSealing The Field Service Department May Authorize Corrective Work Damage During The �lnload(ng Process. It Also Facilitates The Placing Of SlingsCaution And Cables Around embers For Later Lifting And Allows Members To -Be -Bolted M Dun Fabrication M Shipping Operations To Ensure That All Panel Stack g g psis la Kept Dry. HoyfeVer Due To Climatic Conditions, Water Formed -By Condensation Areas Wet he Continue The Problem. Creating The Fastener Also Forces The Washer From Under The Head Creating Leak At This Point Proper jpdulling Estimated Man -Hours. 3. Materials To -Be Purchased From Other Than the Manufacturer, Including � "Final Must Together Into Sub -assemblies While On The Ground. Extra Care Should Allyoys-Be Exercised In The Unloadsfrr��g Operation To Prevent Injuries From Handling Steel And Of Humid Air -Become Trapped -Between Sheets. Water Can Aso -Be Trapped -Between The Stocked Sheets When Exposed To Rain. This May Discoloration Torque Adjustment Of The Saeyf Gun Or Preferably The Use Of A Depth Gauge ill Eliminate The Problem Of Overdriven Fasteners. mated Quantities and Coat, The Claim" In Writing -Be Forwarded -By The Customer To The Manufacturer Within (10) Days Of The Completion of The Corrective Work To Prevent Damn To laterals And The Concrete Slab. If Water Is Allowed To 9e Caused -By Tropped Moisture. The Stain la Usually Superficial And How Little Effect Proposed The Corrective Work And Materials Tome 4. Maximum Total Cost Of P Purchased From Other Than The Manufacturer. M Authodzed-By The Manufacturer. Remain For Extended Periods, Irr-Bundles Of Primed Parts Such As Girts, Purlins, Etc., The Pigment ill Fade And The Paint II Gradually Soften Reducing Its -Bond On The Appearance Or Service Life The Panels As Long As k Not Permitted To Remain On The Panel. However, Moisture In Contact With The Surface Of The F t Extremely Important That All Drill Shavings From The Installation Of Panel Fasteners And From The Saw Cutting Of Panels -Be Removed From The "FINAL To The Steal. Therefore, Upon Receipt Of A Job, AlF-Bundles Of Primed Parts panel Over An Extended Period Can Severely Attack The Finish And Reduce The gs g Con panel Surtaca Corrosion Can Occur In A Metter Of Hours When These $haVinga Or SHORT MATERIALS: Immediately Upon Delivery Of Materials, Quantities Are To -Be Verified THE CLAIM" MUST INCLUDE: 1. Actual Number Or an -Hours -By Dated Of Direct Labor Use On Corrective Should-e Stored At An Angle To Alloly Any Trapped Water To Drain Away And Permit Air Circulation For Drying. Puddles Of Water Should Note AIIo*ed To Effective Service Life. See R1-07 Titled "Damage From Condensation Or Trapped Water'. Firings Are Not Removed And Are In Contact With Water Or Condensed Motatum. When Panels Are Pre -Drilled Or Cut In The Stack Prior To Erection All Shavings The Cutoo err Against Quantities That Are -Billed On The S ' in Documents. Ag ' pp g Work And Actual Hourly Rate Of Pay. 2. Taxes And Insurance On Total Actual Direct Labor. Collect And Remain On Columns Or Rakers For Same Reason. Muat-Be Cleaned From -Both Sides The Panel To Prevent Corrosion Of The Neither Neither The Manufacturer Nor The Carrier la Responsible For Material Shorts eopon gee Against The Quantities -Billed On The Shipping Docgmants If Such Shortages Are 3. Other Direct Costa On Actual Direct Labor. 4. Cost Materials Minor Supplies)),�Authorized-By The Manufacturer To The Coat OF Shop Primer Is Intended To Protect The Steel Framing Only For A Short Period Of Exposure To Ordinary Atmospheric Conditions. The Coat Of Shop �{[flQJJ; Core Should Altyays-Be Taken When Walking On Panels. Use Safety Linea And Net F'BY These Particles. It le Imperative That The Roof -Be Swept Clean At least Pane r Daily And Certainly At Job Completion. The Final Cleaning Of The Roof Should -Be Not Noted On The Shipping Documents When The Material Is Delivered And Of (Not -Be Purchased From Other Than The Manufacturer, Including Copies Of Primer Does, Not Provide The Uniformity Of Appearance, Or The Durability And When Necessary. Panels Are Slippery, Wipe Dry My Moisture Or Surface Material A Done Prior To Installing The Gutter So That The Shavings Are Not Deposited Into Admoeiledged-By The Card��gqr's Agent If The Cartier la The Manufacturer, Claims for Shortages Are To -Be Made�y The Customer To The Common Cartier. If The Paid Corrosion Resistance Of A Feld Applied Finish Coat Of Paint Over Shop Pdmer. T� at Has Puddle From -Bundles Stored On Slope. Dew, Frost, Or Other Forms Of Moisture Greatly Increase The Slipperiness Of The Panels. Always Assume Panel The Gutter And Left To Corrode. Any Other Foreign Objects Or Debris Left -By Construction Personnel Should Also -Be Removed From The Roof During The Material Quantities Received Are Correct According To The Quantitier illed On Invodoea. 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 6. Total Actual Direct Cost Of Corrective Work (Sum Of 1, 2, 3, And 4). The "Final Are Manufacturer Translucent Panels. Units, Etc.. Quantities That Are NecessaryTo Cpm lets The etaF-Building AccordingTo The Gcima Credited To The Cutto The In The Amount Not To Exceed The Lesser Of The Total Cost Set Forth Use Wood -Blocking To Elevate And Slope The Panels In A Danner That AlIoWs Order Documents, Gaim Is T-9e Made To The anufacturer.. aximum In The "Authorization For Corrective Work" Or The Total Direct Goat Of Moisture To Drain. Wood -Blocking Placed -Between -Bundles Will Provide Additional Personnel Walking On The Panel Gan Cause Damage. Workmen Should Step Or Walk In The -Broad Flat Areas Of The Panel And Avoid Stepping On The Panel Damaged Or Defective ateHal, Regardless Of The Degree Of Damage, Must be Corrective Work, Air Circulation. When Handling Or Uncruting The Panels, Lift Rather Than Slide Them Apart. Burred Edges May Scratch The Coated Surfaces When Sheets Are Ends And Edges li'fiich Can-fie--Bent-Br Careless Handling. If This Damage Is Severe, The Edges Must -Be Straighten Prior To Since The Appearance Election Noted On The Shipping Documents -Ely The Customer And Acknolyledged-By The Carrier's Agent The Is Not Responsible For Material In # IMPORTANT NOTE Cost Equipment Small Tools, Supervision, Slid Over One Mother. Never Allow Panels To -Be Walked On While On The Ground. And/or Weather Tightness Of The Panel Could -Be Affected. Drogging One Panel Across Mother Can Cut Abrade The Coating Causing Unsightly The Manufacturer Damaged Unloading Of Packages Or Nested Materials, Including, --But Not Limited To: Of (Rental Or Depreciation), Overhead And Profit Are Not Subjected To Claims. Or Modes On Pant Surface. Fasteners, Sheet Metal, "C' And "Z" Sections And Covering Panels That -Become Wet An Or Damaged -By Water While In The Possession Of Others. Packaged Or Attempts To Erect Panels During Windy Condtions Should -Be Avoided To Prevent Nested Material That -Become Wet In Transit M Unpacked, Unstacked And pned�y The Customer. If The Cartier le e Manufacturer, The Customer Must Make Claim For Damaged Directly, To a Manufacturer. If The Carrier Is, A TM�eke Every Effort itF-Bp ate To See That The Cartier Arrives At The Jobsite On The Requested Hour. Manufacturer Makes No Warranty And Accepts No Responsibility For Costs Associated With A Shipment Not Arriving At The Requested Time Unless Drainage Damage And Of Safety Considerations. Leaving Dirt Piled Again The Extedor Wall Panels At The Foundation WiII C�4use Common Cartier, The Customer Must The Claim For Dams, a To The A Separate Agreement Has -Been Made In Writing For A Guaranteed Arrival rime. PMManel Damage. This Dirt Mjchy-Be Wet Or At Least Contain Some Moisture. Mud Common Cartier. The Manufacturer Is Not Liable For Any Claim rhalsoever 4 a Wall During The Construction.DamageMay Areas Corrosion Lim Including, -But Not Limited To Labor Charges Of Consequential Damages Resulting izi Oc�uH WheSplash Dirt Or From Customer's Use Of Damaged Or Defective Materials That Con -Be Detected OePate Stabilization Of The Soil al Required, Corrosion Damage From The Soil's Content Will -Be Accelerated And Moat Likely -Be Severe. All Dirt Must -Be Removed From --By Visual Inspection. The Panel Walls At The Time Of Completion Of Work Pre -Painted Panels May BE MATERIAL- Require Touch-up If The Coating Has B n 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 Mound Doors, Windows, Eta. If OIL CANNING IS NOT A GUISE FOR REIECTiON Damage Is Extensive Then Replacement Of The Entire Panel Should -Be Considered. Safety Commitment Types Of Finishes Damage From Condensation Or Trapped Water The-Builder/Contractor Is Responsible For Applying And Observing All Pertinent Roof Maintenance Guidelines Never Ste On Light Transmitting Panels P 9 9 It Is Extremely Important That The Panels -Be Monitored For Evidence Or Trapped Water Or Moisture Condensation While Awaiting Erection. High Humidity Conditions All Structurplmbe ern Of The MetaF-Bu1Id(ng System Not Fabricated Of Corrosion Safety Rules And OSHA Standards As Applicable. 1. Inspect Roof For Damage After Heavy Storms. (LTP's) Or Unattended Roof Panels Resistant Material Or Protect A Corrosion Resistant Coating Are Painted W'dh Temperature Cycling Will Cause Condensation -Between Panels Within The The�uilding Manufacturer Has A Commitment To Manufacture Quality -Building 2. Inspect And Reseal AsNecessary All Roof Curbs And Other Penetrations With With One Coat Of Shop Primer eating The Performance Requirements Of SSPC Paint Specification No.16. The Coat Of Shop Primer Is Intended To Protect The Steel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric -Bundle. Condensation Can Occur Frequently Near The Sea Coast Or Other Large -Bodies Of Water. Components That Cane Safely Erected. However The Safety Commitment And J Site Practices Of The Erector Are -Beyond The Control Of The -Building Manufacturer. Urethane Sealant. 3. Always Get Manufacturer ApprovoFBefore Making Any Modifications To The Panels May Collapse Conditions. Shop Primed Steel Which is Stored In The Field Pen�AAing 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 M'mdmize Water Comers To Allow Air Circulation Around The -Bundle. This WiII 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-Bugding 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 �r�proper Field Storage Or Site Conditions Are Not The Responsibility Of The Action la� Required If The Panels Are Found To -Be Wet From Any Cause. The --Bundles Must -Be Opened And Each Panel Un-Stacked And Thoroughly Dried On Local, State And Federal Safety And health Standards, Whether Standard Statuary Allays 6. When Performing Roof Maintenance, Always Take The Following Precautions: Use Fall Protection And Other Safety Protection As Required. Manufacturer. The Manufacturer Is Not Responsible For Detedoration Of The Shop 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 Or Customary, Should -Be Followed To Help Ensure Worker Safety. a. b. Do Not Walk On Roof Flashing Such M Gutter, Rake, Hip Or Ridge Flash. Environmental Conditions, Nor The Compatibility Of The Primer To Any Field Applied Coating. Minor Abrasions To The Shop Coat (Including Galvanizing) Caused Nestinp Will Allow Air Circulation And Assist In Keeping The Panel Dry. In Severe Conditions Large Fans Carr -Be Used To Circulate Air -Between The Un-Stacked Make Sure All Employees Know The Safest And Moat Productive Way Of Erecting A -Building. Emergency Procedures Should -Be Known To All Employees. Daily Meetings c. Do Not Walk On Light Transmitting Panels (LTD's). They Will Not Support A Person's Weight Roof Panels Must -Be Completely Attached To The Purling And To Panels On Other -By Handling, Loading, Shipping, Unloading And Erection After Painting Or Ponels And Accelerate Drying. Damage To The panel Coating Occurs When Panels -Become Wet And Are Allowed To stay wet. damage Can Occur To Nested Panels Highlighting Safety Procedures Are Also Recommended. The Use Of�F{and Hats, Rubber Sole Shoes For Roof Work, Proper Equipment For Handgng Matedal And d. Guard Al LTP's And Roof Openings. Side -Before They Carr -Be A Safe Walking Surface. Light Transmitting Panels LTP's) Translucent Panels Can Never -Be Considered As A Walking Surface. Galvanizing Are Unavoidable. ((VBMA 2012, Chapter IV 4.24). Within 24 to 48 Hours. This Dams, Shows Corrosion And Discoloration Of The 9e Safety ere Applicable Are Recommended etY N� Where APP e. Step on7 In The Panel Flat Directly On Or In Clone Proximity To A 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 Onl Golvalume Is The Trade Name For A Patented Steel Sheet And Cog Product Having A Coating Of Corrosion Resistant Aluminum -Zinc Alloy. The Mixture Is "White Rust". For The Purposes Of Determining Lift Requirements, No -Bundle Supplied -By The Manufacture{�WiII Exceed 4,000 Pounds. For Further Information Ao reference 6. Aker Other Trades Have -Been On The Roof For Any Reason, Inspect The Roof For Damage Caused -By Workers Including Chemical Or Solvent Spills, S71ches In Do Not: -Balanced To Obtain The Coating That Retsina The Corrosion Resistance And Heat Reflectivity Of Aluminum And Galvanic Protection Of Zinc. The -Beat Properties Of -Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service Tarp The -Bill OF Matedala Far Individual Member Weights OF Structural Members. if Additional Information Is Required Contact The Field Service Department. The Paint Or GalValume Coating, Excessive Foot Traffic And Punctures. Make Sure That Al Debris Or Scrap Left -Behind -By Workers Is Removed From The Roof Immediately. Avoid Using Cutoff Sawa And Welding Equipment Over The Roof. The 1• Step On Rib At Ed Of Panel. 9e Life For The -Building. ICE AND SNOW REMOVAL• Roof Must Adequately Protected. 2 ear Crease In Rib At Ed Of Panel. N Excessive Ice Md Snow Removal Should -Be Removed From The jtoof Immediately To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To 3. Step Within 6 Feet Of Edge On Unsecured Panel. Pre -Painted: Using Galvalume Steel As, A Substrate, Pre -Painted Steel Is Given M Additional remove The Ice Or Snow As This Can Damage The Paint And/Or Golvalume FOOT TRAFFIC, Keep Foot Traffic To A Minimum. Heavy Foot Traffic Can Cause Ponding On Low Used As H A Single Roof Panel Must Never -Be Used As A Work Platform. M OSHA Approved Rust Inhibitor Primer Coat. This Primer Coot Further Increases The Corrosion Resistance. These Coatings Are Applied To The Exterior Surface Of The Panels Coatings. Also -Be Careful Around Pipes And Flashing's. -Be Extremely Careful If Your Roof Has Light Transmitting Panels. These Panels WiII Pitched Roofs. This Is Particularly True Just Upslope From The Ea" And At Endlaps. Runway Should-fiefPan Used For Work (Consul OSHA Safety Health And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side. Galvalume And Pre Steel Ca Give Excellent Service Eor Years If A Air Circulation Not Support A Person's Weight And Ir Difficult Or Impossible To Sqe If They Always Walk In The Flat Of The Panel Near A Supporting Roof Structural. Do Not Walk On Trim Or In Gutters. Regulations For The Construction Industry). Safety Fired -Painted Many Few Rules Concerning Their Care And Maintenance Are Observed. AlI Of These Are Covered ith Ice Or Snow. See IcIA Low-Rise-BLAcing Systems Manual, Appendix AS For Details On Snow Removal Procedures. These Procedures Should Orr -Bare Galvalume Roofs, Excessive Foot Traffic May Cause -Block -Burnish Marks. Finishes Are Equally Subject To Damage And Corrosion When Gore Is Not Provided. A Softening Of The Paint Film Can Occur With Pre -Pointed Steel Under Wet Commence When Huff 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 PAIRT AN -Bare Galvanized And Golvalume Panels React More Quickly To Surface Oxidation DEBRIS REMOVAL• Roof, Roof Hatches Or Access Ladders Should -Be Lacked At All Times. A Sign Remove Smudggeerks aFrom-Bare Golvalume. Since They Lack The Additional Protection Of Paint Zinc Coated Or Golvalume Any Foreign Debris Such As SaWdust,Dirt, Leaves, Animal Droppings, Etc. Will Posted At The Access Site Stating That Only Authorized Personnel Are Allowed On Formula 409 Has Proven To -Be Somewhat Effective. Lightly Rub With A Clean Cloth And Rinse With Water. Do Not Rub More Than squired To Remove Smudge Marks. No Product All Smudge 1MAarks. Panels Under Normal Exposure Forth A Zinc Aluminum Oxide Film On Their Surface Allowing A Slow Oxidation Process Called "Weathering" To Occur That Cause Corrosion Of The Roof, Gutters, Trim, Etc. If Left On The-rEluilding Surface For A Long Enough Time. The Roof Should-rBe Pedodically Inspected For Such The Roof. In Addition A Log -Book Should -Be Kept Of All Visits To The Roof And The Reason For Such Visits. Will Remove Remove Rust Stains: Inhibits Further Corrosion. In Nested -Bundles Constant Contact Of The Panels With Conditions Afkd if Found, They Should -Be Rectified In A Manner Consistent With These Roof Maintenance Guidelines. Never AIIoW Treated lumber Or L11�IVIlBB�QALS: Soft Scrub thou! -Bleach Has Proven To be Somewhat Effective. Rub With A Condensed or Trapped Water Prevents This Weathering Process. Concrete/Mortar/Grout To Come In Contact With Roof Panels, Especially Gahalume Never lol Your Roof To Come In Contact With, Or Water Runoff From Any 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 Mstal Including -But Not Limited To: Stain. No Product WiII Completely Remove Rust Stains. Lead To "Red Rust" In A Short rime. if Discoloration Or Stains Are Minor A Copper, Lead Or Graphite, This Induilm Copper And Arsenic Saks Used In Treated To Touch-UpScratches In Paint Not -Bare Metal): ( M ) Clean Area Tome Painted With Mild Detergent Rinse Thoroughly And Dry. Household Cleaner OF The Type Used On Porcelain Si� pka And -Bathtubs May -Be Used To Remove Stains. Wire rushing Or Abrasive Metedale Should be Avoided PERIODIC INSPECTION: All High -Strength ShoIF-* PeriodicallirBe Inspected For Tightnp�. Particularly In Lumber, Calcium Used In Concrete, Mortar And Grout Using A Small Artist's-Eimh, Lightly Apply A Minimal Amount Of Color Matched Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant Crane -Buildings And After Seismic Or Wind Activity. The Crone Manufacturer Will Specify A Minimum Period -But it Should Not Exceed Two Years. Touch -Up Pain Required To rill/Cover The Scratch. Contact The -Bulding Manufacturer For Assistance With Ordering/Purchasing Touch -Up Paint As, Needed. Damage Should -Be Replaced -By The -Buyer Prior To Erection. DRAINAGE, 1, Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water Quickly Drain From The Roof. 2. Do Not Use Wood -Blocking To Hold Equipment Off The Panel Seams. This Page -Blocks The Flow Of Water And Hold Moisture. 3. Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The Erection Guide R1 Roof. 4. AnTrope Or Holds Moisture On A Roof WiII Cause Premature oats Rev Jul'17 07 CO..orros -Building Anchorage 1. To Determine That The Foundation Is Square, Measure Diagonal Dimensions To -Be Sum They Are Of Equal length. 2. To Determine That The Foundation Is level, Set Up A Transit Or level And Use A level Rod To Obtain The Eleyation At Al Columns. 3. Carefully Check The Location Of Al Anoor Rods Against The Anchor Rod Setting Plan Furnished -By The Manufacturer. All Dimensions Must -Be Identical To Assure A Proper Start-up. Pre -Erection Notes: The Follo*ing Notes, Procedures And Suggested Recommendations Are Important Parts Of The Pre -Erection Process. 1.) Prior To The Time The Erection Cre* Arrives, A Responsible Person Should Check The Job Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size And Location. The Dm*ing Sho*P-No* Indicates A Method Which Maybe Used To Check The Foundation And -Bolts For Square. 24, 12' Anchor Rods agonals Should e Equal Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Sho*n. If The Diaggn at Distance-Bet*een These Points Is As Noted, The Comer la Square. Diagonal Measurements-Bet*een Opposite Anchor Rods ViII Indicate If These -Bona Are Set Square. Erection Guide R Is Extremely Important That Anchor Rods Are Placed Accurately And In Accordance With The Anchor Rod Setting PIQn. At Anchor Rods Should -Be Held In Place With A Template Or Similar Means, So That They Will Remain Plumb And In Correct Location During The Placement Of The Concrete. A Final Check Should -Be Made After Completion Of The Concrete Work And Vor To The Steel Installation. This Oil Allo* Necessary Corrections To -Be d&-Bdom Costly Installation Labor And Equipment Arrives. Anchor Rods Sheeting Notch Steel Line (See Anchor Rod Plan) � E c • ; .y. w' •.;' Sheeti/�g Notch Sho*n • .ti: il'.. ut May' Not -Be Required •••; C� s� • (See Anchor Rod Plan) Projection Of Anchor Rods (D) Given On Anchor Rod Plan Sheeting Notch (See Anchor Rod Plan) Steel Line Fom,Board -B E Template c� yy -+ + Dimensions A,--B, And C Given On Anchor Rod Plan AISC Code Of Standard Practice For Steel -Building And -Bridges Tolerances For Setting Anchor Rods i" and J" (19 And 22 mm) (6 mm) 1"4'% g" (25, 31, 38 mm) (10 mm) Ji 2" 4" (44, 50, 63 mm) (13 mm) Specified Column ?7? Centeriine Steel Line F—Bottom OF tease Plate _ = E Ee n E Concrete Elevation ANCHOR ROD SETTING TOLERANCES R2 * Horizontal Variations Vary Depending On Anchor Rod Diameter. See Above Erection Tolerances ERECTION-9BACING& R Is The Responsibility Of The Elector To Determine, Fumiah And Install Al Temporary Supports Such As Temporary Guys, -Beams, Folse*ork, Cribbing, Or Other Elements Required For The Election Operation (In Accordance With Section 7.10.3 Of ANSI/AISC 303, Gods Of Standard Practice For SteeF-Buildng And fridges). Tpbranr I I I I I � 11 II600 II I Tolerance (?d: Height H/600 10, ;" 12' 16' 20' 4„ 26' 46' fill 60' V TIC I —I I I I I I 1 1 600 I I I I I I Side*all 1r 1r 1r wo l SOOT eaol w` t wo 500� wo 1 1 Side*all Side*all Plan Vie* General Erection Notes 1.) All Structural Framing Members, Pudins, Girls, Clips, Flange-Bram %its, -Bracing Systems, Roof And Wall Panels, Etc. Musk -Be Installed As Sho*n On Erection Dm*ings. 2.) R Is Extremely Important, Especially During Construction, That Panels At The Eaves, Rakes And Ridges -Be Kept Secure. Panel Cautions And Notes To Minimize Potential Of Corosive Action At 4n-Bottom Edge Of fall Panels, The Contractor Must Assure That The Folkr*ing Procedures Are Fol 1.) The Concrete Foundation Should -Be Cured For A Minimum Of Seven (7) Days -Before Wall Panels Are Installed. (Uncured Concrete Is Highly Alkalise And Metal Panels Can Undergo Varyin Degrees Of Corrosive Attack When In Direct Contact With The Concrete.) After The First j�'eek Of The Curing Cycle, The RowUom+et*een Metallic Coatings On Steel And The Concrete Is Essentially Halted. 2.) Top Of Finish Grade At -Building To -Be A Minimum Of Four (4) Inches -Belo* -Bottom Of Panel. 3.) Finish Grade Is To Slope A*ay From -Building To Ensure Proper Drainage. 4.) Upon Completion Of Finish Grading, All Dirt Is To -Be Cleaned From Around tease Of Wall Panel Where R May Have Collected In Panel Notch Or Orr -Base Trim. Wall Panel Clean Dirt From Around Panel -Base Panel Notch (Sho*n)� r Foundation Or -Base Trim d Slope Finished Grade A*ay From Building _ Fastener Installation Correct Fastener Installation ls One Of The Most Critical Steps When Installing Roof/'Fall Panels. Drive The Fastener In Until it Is Tight And The Washer Is Firmly Seated Do Not Overdrive Fasteners. A Slight Extrusion Of Neoprene Around The Washer is A Good Visual Tightness Check Allays Use The Proper Tool To Install Fasteners. A Fastener Delver (Sore* Gun.) With A RPM Of 1700-2000 Should -Be Used For Self-DriIIMg Scm*s. A 600-600 RPM Fastener Driver Should-fle Used For Self -Tapping Scre*s. Discard Wom Sockets, These Can Cause The Fastener To Wobble During Installation. AI*ays Remove Metal Filings From Surface Of Panels At The End Of Each ark Period. Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. t -T t Correct Compression Too Tight Compression Too Loose Compression Of Sealing Washer Of Sealing Washer Of Sealing Washer Tape And Tube Sealant Proper Tape And Tube Sealant Application Is Critical To The Weather Tightness Of A -Building. Tape Sealant Should Note Stretched When Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On The Roof That Cone Installed In A Day. During Warts Weather, Store Sealants In A Cool Dry Place. During Cold Weather (bolo* 60?7) Sealants Musk -Be Kept Warts (60??-907?) Until Application. After Tape Sealant Has -Been Applied, Keep Protective Paper In Place Until Panel Is Ready To -Be Installed. Important Note Al Details, Recommendations And Suggestions Contained In This Erection Guide Of This Dm*ings Set Are For General Guidelines Only, And Not Meant To -Be AII-inclusive. Industry Accepted Installation Practices With Regard To All Areas Not Specifically Discussed In This Section Should-% Follo*ed. Only Experienced, Kno*ledgeable Installers Familiar With Accepted Practices Should -Be Used To Apure A Quality Project It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal -Building Components And Is of Engaged In The Installation Of Its Products. Opinions Expressed -By The Manufacturer About Installation Practices Noted In The Election 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 Tjre Installation Cm*s, As Well As The Equipment Available For Handling The Materials. Actual Installation Operations, Techniques And Site Conditions Are, -Beyond The Manufacturers Control. PBR Roof Panels Suggested Method Of Purlin Attachment For —Building Accessories Roof Jack Installation when Not Supplied —By —Building Manufacturer h2t9: Roof Panel For PBR Roofs With Ridge Panels, H Is Recommended That --Both Sides Of The Ridge -Be Sheeted Simultaneousy. This ViII Keep The Insulation Covered For The dhional Insulation o1rBe Required To Fill Purim Pudin Purlin General Installation Notes 77 Do Not Use Galvanized Roof Jacks, lead Hats, Or Other Residential Grade Roof Jacks. These Roof Jacks Do Not Have 20 Year Service Life And In Case Of lead Hats Wfll Maximum Amount Of Time And The Panel Ribs Cane Kept In Proper Alignment The Eave Strut And Cause GpQlv�anic Corrosion Of The Roof Panel. For The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Cape Can -Be Property Installed. Check For Proper Coverage As TFro Sheeting Progresses. Prevent Condensation In Certain Climate Regions * 2 Fasteners Minimum 77 Ueri EPDM Rubber Roof Jack � �With An Integral Aluminum -Eland -Bonded Into The Perimeter The -Base. EVDM Roof Jacks Have A Temperature From To Insulation um amum dam 1" Of Range -667'F 2127F. Use Silicone Roof Jacks For High Temperatures. Silicone Roof Jacks Have A (Not* MetaF Bul ling 1° 4377F. Insulation Double Faced Tape Tome Used To Secure Manufacturer) * Clip * Clip * Fastener Temperature Range Of -1007F To 77 Retrofit Roof Jacks Are Available For Applications In Which The Top Of The Pipe Is Insulation, NOW (Not -By Trim Insulation And Turn Vinyl * Han Type Adapter *Hanger Inaccessible, Eliminating The Possibility Of Sliding The Roof Jack Over The Top Of The Pipe. a Manufacturer) hack. Insulation Must Note Manufacturer) Exposed To Weather * *Hanger 150+B. 2 Fasteners 77 Do Not Use Tube Sealant To Seal The Roof Jack To The Roof Panels. Use Roll Tape And And WallPanel '� 1� Maximum �immum 1��1100-hB. Maximum Sealer -Between The Roof Jack The Roof Panel Attach The Roof Jack To The Roof Panel With Fastener /44 - 14 X;" LL SD W/Washer At 1" O.C. Around The Insulation Mmcimum -Base Of The Roof Jack. See Table-%Iow For Quantities. Fiberglass Insulation �`�`�.?�� (Nok-By Petal- -Building CIID Connection CIID 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 Fuilding �;,�;,,, Manufacturer) TO Purlin Web TO Purlin Flange To Purlin Flanae The Pipe And Apply Tape Sealer For The Perimeter Of The Roof Jack-Base-Betyfeen Vapor -Barrier To The Roof Jack And The Roof Panel. App Tape Sealer Around The Pipe And Install A INSIDE Of�ulding Stainless Steel Clamp (Not-"Idg. Mfr. Over The Top Of The Roof Jack And Firmly Eave Detail (See Erection Drawings) Purlin Purlin * 2 Fasteners 1" �0%}mam Tightan To Form A Secure Compression Seal. 77 If The Pipe Diameter Is So Large To -Block The now Of Water Down The Roof Panel, A Flat -Base Roof Curb Must -Be Installed Into The Roof And The Roof Jack WIIE-Be Sealed To The Curb. A Two Piece Curb May -Be Required When The Top Of The Pipe Is Insulation Endwall Panels on Minimum urn * Clip 1" �(axtm m Inaccessible. ?7 In Northern Climates, The Pipe Penetration Should -Be Protected From Moving Ice Or Sidewall Panels y MetaF-Building Snow With A Snow Retention System Immediately Up Slope From The Pipe. WaII Panel cturer) * Angle * Angle Panel Profile Varies Install The First Run Of Roof Panels Across The�uilding From Eave To Eave Or To Ridge. To AIIow Proper Installation Of The Rake Trim, The Starting sulation Afro Tum Vinyl Insulation Must Not• -Be LExposed * Hanger * HangerEave *2 Fasteners * 2 FastenersLocation For The First Panel Must --Be As Shown In The Rake Details Included With d To Weather Minimum 160 tB. Maximum Minimum 100+B• MmdmumThe Erection Drawings. When The First Run le Property Lawted And Aligned With Finish Floor At Each Purlin At Each Pudin The Correct Endlaps And Eave Overhangs, Fasten To Pudins. Roof Panels Should �e Installed So That The Sidelap Is In A Direction Away From Prevailingnd. CIID Connection Angle Connection Refer To Appropriate Lap Details Included With The Erection Drawings. TO Purlin Flange TO Purlin Web Install Remaining Roof Insulation And Panels. To Avoid Accumulative Error Due To Panel Coverage Gain Or Loea, Properly Align Each Panel -Before R Is Fastened. ro Nd WWI Paso Occasional Checks Should -Be Made To Ensure That Correct Panel Coverage Is tease Detail pb, d q7 Wit m a„ d u„ Maintained. Special Attention Should�e Given To Fastener, Sealant and Closure (See Erection Drawings) ftan correct Incorrect Requirements. Refer To Details Included With The Erection Drawings. At Finishing End Of Roof, The Last panels May Require Field Modification For Installation Of Rake Trim. Refer To Rake Details Included With The Erection Sidewall Panels Should -Be Installed So That The Panel 3idelop Is In A Direction Away From The Prevailing Wind. Refer To Appropriate Lap Detail Included With * Denotes Material Not Provided -By MetaF-Buhding Manufacturer. Drawings. DO NOT -BACK LAP THROUGH FASTENED ROOF PANELS. Firection Drawings.) The Total Hanger Load Shall Not Exceed The Design Collateral Load For Install Pipe In Center To Of Roof Jack To Lay Flat on Panel. Cannot Encompass Mom Than 76% Of Panel. WM- Roof Types And Installation Requirements Will Vary. Refer To The Appropriate Details For Specific Panel Used. &k. Check Periodically To Ensure That All Panels Are Aligned And Plumb. The -Building. Example: 6'-0 (Pudin Spacing) X 6'-0 (Hanger Spacing) X 6 PSF (collateral Load) I�rrvn Loose Fasteners, -Blind Rivets, Drill shavings, Etc.. Musk -Be Removed = 150 Lba. See Cover Sheet For Design Collateral Load For This -Building. Note: If The-Bulding is Designed For 0 PSF Collateral Load, Then Adding Panel Profile Varies Vent Pipe (Not -By -Bldg. Mfr.) From The Roof To Guard Against Corrosion. Any Suspended System (ie. Duct Work, Piping, Lights, Ceilings, Etc.) Will Correspondingly Reduce The Design Live lead. Stainless Steel Clamp Roll Roof Jack (Not�y Bldg. Mfr.) Down I I Wall Panels Template Sheet Proper Horizontal And Vertical Alignment Of Supporting Structure (Girls Or Other Roof Curbs When Not Supplied —By —Building Manufacturer Roof Jack Fastener Framing) Is The Reaponsibil(ty Of The Installer. Failure To AI(gn The Secondary members Properly Pnor To all Installation Can Have A Direct Impact On The STEP 1 14 x J" LL SO W/Washer final Appearongq Performance Of The Installed Wall System For Which The doF-Building MaAnd nufacturer Is Not Responsible. Curb -Base Length 1" O.C. -Before Installing Wall Panels, The Girts Must -Be Aligned To A Level Position So ® Mtn That There le No Visible Sag. This Should -Be Done Directly Ahead Of Panel Installation. 6 1 -0 Min Endlap Roof Curb One Run Tri-Bead Tape Sealer gent Pi J' x *' HW604 Ire (Not•'BJrBldg. Mfr.) Girt Leveling May -Be Accomplished -By Standing A Section 0j Gable Angle Against The Outside Girt Flanges At Approximate Mid -bay Location. Endlap c_? ro Verticalty When Girta Are Level, Attach The Girt Flanges To The Angle �i'th Vine Grip Priers lay Stainless Steel Clamp Tri-Bead Tape Sealer (Not -By -Bldg. Mfr.) I I Or Temporary Screws. Wood -Blocking Cut To Fit The SpacesAlso -Be Used For Alignment. P J' x *' HW504 goof Roof Jack Temporary Girt -Blocking Is Not Recommended On Concealed Fastener Panels. The Slate ShB8ts To -Be Drilled Purlin Line Floating Panel Fastener /4 2 Removal OF The -Blocks After Panel Installation Can Cause 011 Canning. Supportt STEP 14 x J" LL SO W/Washer Frame ' Indicates Roof Panel Supportlocation 1" O.C. Indicates Curb -Base Support location Up Lift Plate Eave Strut Keep Edges and Ends ( H Required Curb -Base Of Panel Aligned N Tri-Bead Tape Sealer ti" x" Pipe Vento-y-Bldg. Screw Alignment Panel (Through Fastened Panel Only) < (Insulated When Specified)HW604. FIW604 (N Mir.) Girt Wood -Blocking �q After Drilling Panels, R Is Important To Clean Metal Filings Off All Panel Surfaces, Roll Roof Jack Up Over Stainless Steel Clamp Install Stainless Steel Clamp And (Not -By -Bldg. Mfr.) Tighten Around Roof Jack. Including -Between Panels That Are Not Installed That Day, To Avoid Rust Stains. Cell Cap Down s Cell Cap Up Hill Inside Will Outside Roof Jack all Panel Type And Installation Details Will Vary. Refer To The tisctkm Drawings td STEP 3 Fastener /4 Details For The Specific Panel Used For Your -Building. Panel Rib Profile 14 x J.. LL SO W/Washer �t Contact Tape The Curb ls w' It 1" O.C. $idew II Insulation Must Meet Endwall Style And Installlation Method. Is The Erector/Installer's Responsibility esponsiblity To Provide The Proper Curb Style And Install Them In Accordance With The Procedures Insulation To Seal Insulation Established -By Thele Details. Failure -By The Erector/Installer To Follow These Tri-Bead Tape Sealer x " HW504 Comer Recommendations May Result In The Curbs Damaging The Roof System Or Excluded From Warranties. Angle/Trim Wall Panel All Roof Curbs To -Be: Contact Tape 1..080 Aluminum Or 18 Go. Stainless Steel (No GaNalurrf8 Or Galvanized). If Walls Are To -Be Insulated ith-BBlanket Insulation Over Girt Gift Flan es,�ase W 9 2. Panel Rib To Panel Rib (No Flat Pan Or Lay -Over Curbs). 3. Installed With Down Hill End Over Pel And Up Hill End Under Panel Application Panel And Ewe, 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 Applled Roof Systems Are Required If: 119tft: a. Wind Loads Exceed 110 A. At The -Base, Cut Off The Insulation A Minimum Of 4" Above The -Bottom Of The Panel. ViII Prevent The Insulation From Hanging�elow, The Wall Panel b. Curb -Base Crosses A Puflin. 5. Sppported on (4) Sider* Primary Or Secondary Framing. a1I Is d Vicking lAoisturs. 6. Maxmum Single Curb Weight Recommended la 1600 Lee. Page Erection Guide Date R3 Rev Jul'17 06