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HomeMy WebLinkAboutAPPROVED, Heritage Engineered Drawings - Graph Tech #2013-0657 - 3194 N Kings HwyHERITAGE BUILDING SYSTEMS /4 .wrr ACCRENTEDO ENGINEERING DESIGN CRITERIA Building Building Code Risk ............................................... Category ................................ FBC 17 II — Normal Roof Dead Load Superimposed .................................... 2.340 psf Colgateral........................................... 6 psf (Total) (0.00 psf Ceiling 6 psf Other) Roof Live Load... 4..................20.00 psf Yes reduction T e manufacturer does not assume a nsibilit for the e rection nor field su of the structure and h By required y png erection M B M F1 o any special inspections that may be squired by the local building authority during lion (Including inspection Snow of the high strength bolts or field welds) as required during erection. The coordination and the costa associated a for setting up and Special Inspections ore the responsibility of the Erector, Owner, Architect, or Engineer sof Record. Design is based upon the more severe loading of either the roof snow load or the roof live load. BUILDER/CONTRACTOR RESPONSIBILITIES Draw'na Val'd'ty —These drawings, supporting structural calculations and design certification are based on the Loads, as noted, are given within order documents and are applied in general accordance with the applicable order documents as of the date of these drawings. These documents describe the material supplied by the provisions of the model code and/or specification indicated. Neither the manufacture n the certifying engineer manufacturer a of the date of these drawings. Any changes to the order documents after the date on these declares or attests that the loads as designated are proper for the local provisions that y apply or for site Wind drawings may void these drawings, supporting structural calculations and design certification. The specific parameters. The manufacturers Engineers certification is limited to design loads supplied by an Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which Architect and/or engineer of record for the overall construction project. result in changes to the drawings, supporting structural calculations and design certification. This project is designed using manufacture's standard serviceability standards. Generally this means that all Builder Acceptance of Drawings — Approval of the manufacturers drawings and design data affirms that the stresses and deflections are within typical performance limits for normal occupancy and standard metal building manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes products. If special requirements for deflections and vibrations mustbeadhered to, then they must be clearly Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product stated in the contract documents. specifications, including Its design, fabrication and quality criteria standards and tolerances. (AISC code of This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) standard practice June 15 2016 Section 4.2.1, 4.4.1) must be designed to withstand the specified wind loading for the design of components and cladding in Cade Official A vat — It is the responsibility of the Builder Contractor to re that all t Ions and accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind opro responsi y / ensure project p velocity is reached. 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. 'The design collateral load has been uniform) lied to the design f the building. Han loads a to 9 Y applied 9 9� Hanging Builder is responsible for State. Federal and OSHA safety compliance — The Builder/Contractor is responsible for be attached to excess the purlin web. shall maynot accounted appropriate for heavily concentrated loads. Any attached applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. load f 150 pounds hall be u ted for by special design performed by licensed engineer using concentrated loads and may require separate support members within the roof system.' PROJECT NOTES Material ernes of steel bar, late and sheet us ed in the fabrication of built—upstructural framing embers prop P g m ' d except f a wider than 12" and conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksi min. yield,flanges thicker than 3/8", all flanges thicker than 1", and oil 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. Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, Using 5x5 save gutter with 4 x 5 downspouts, the roof drainage system has been designed using the braces, false work or other elements required for erection will be determined, furnished and installed by the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on erector. (AISC Code of Standard Practice June 15 2015 Section 7.9.1, 7.10.3) these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 25 feet with the first downspout from both ends of the gutter run within 25 feet of the d. Downspout Discrepan� — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal spacing that does not exceed the maximum spacing will be in compliance with the building de. The gutter Building will (AISC Code of Standard Practice June 15 2016 Section 3.3) and downspout system as provided by the manufacturer is designed to accommodate 11.0 in/hr rainfall plans govern. intensity. Materials by Others —All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to he coordinated by the Builder/Contractor or Ath form. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans — The Metal Building supplied by the manufocturer has DEFLECTION CRITERIA been designed according to the Building Code and specifications and the loads shown o this drawing. The material supplied by the manufacturer has been designed with the Modification of the building configuration, such as removing wall panels or braces, from on shown on these following minimum defection criteria. The actual deflection may be plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed less depending on actual load and actual member length. Structural Engineer should be consulted prior to making any changes to the building configuration shown o BUILDING DEFLECTION LIMITS...: Building A these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to then building not indicated on these drawings. Roof Limits Rafters Purlas Panels Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and Live L/ 180 180 60 workmanship of the foundation. Anchor rod Ions prepared b the manufacturer are tended to show only Snow L/ 180 180 60 s p p p pare y o y Serviceability Wind L/ 180 180 60 location, diameter and projection of the anchor rots required to attach the Metal Building Syslsm to the Total Gravity L/ 180 180 60 foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for Total Uplift L/ N/A N/A 60 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 Frame Limits Sideswo Portal Frame Sidesway loads, and the hearing capacity of the soil and other conditions of the building site. Live H/ 60 (MBMA 12 Chapter 4 Section 3.2.2 and Appendix A3) Snow H/ 60 Serviceability Wind H/ 60 Seismic Drift H/ 40 40 Service —Level Crane H/ 100 Total Gravity H/ 60 Portal Service Wind H/ N/A 60 Download panel Installation manuals from: Total Seismic H/ 50 50 nugl5.com Wall Limits Limit S www.ncima Total Wind Panels L/ 240 Descar ue las manuoles de instolacibn del I desde: Total Wind Gins L/ 240 ❑ - g nuals.com pans Total Wind EW Columns L/ s 240 • The Service Seismic limit a shown here is at service level loads. 1/2"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT GRIP LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED E HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED, WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP, 0 TO 9/16" 1 1/4" F.T. Over 9/16" TO 1 1/16" 1 3/4" F.T. Over 1 1/16" TO 1 5/16" 2'• Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2" Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED Rev. 1 Ground Snow Load (Pg).................. 0.00 psf Snow Load Importance Factor (Is) 1.00 Snow Exposure Factor (Ce)............. 1,00 Thermal Factor (Ct)..... I ........ "I ... ..... 1.00 Flat Roof Snow Load (Pf)....... I ..... 1. 0 psf Minimum Roof Snow Load (Pm)..... 0.00 psf Ultimate Nominal Wind Speed (Vasd)............ 124 mph (IBC Section 1609.3.1) Serviceability Wind Speed ................. 87 mph Wind Exposure Category .................. C Internal Pressure Coefficient (GCpi) 0,18 / —0.18 Loads for components not provided by building manufacturer. Wall Edge Zones 54.15 psf pressure —72.06 psf suction Other Wall Zones 54.15 psf pressure —58.66 psf suction These values are the maximum values required based on a 10 square foot area. Components with larger areas may have lower wind loads. Zones per ASCE show; FIG. 30.4-1 Zones pressures shown are Un—Factored Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code, Sixth Edition (2017). Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 9B-72: FLORIDA APPROVAL FL11B66.1 R1191 ].5 PBR ROOF PANEL PBR WALL PANEL Drawing Index Pa e 9 Description P C1 COVER SHEET Fi rWCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS F3 ANCHOR BOLT DETAILS E1 OF FRAMING PLAN E2 OF SHEETING PLAN E3 FROM SIDEWALL E4 BACK SIDEWALL ES LEFT ENDWALL E6 RIGHT ENDWALL E7-E8 FRAME CROSS SECTION OET1-19 STANDARD DETAILS RI-R3 INSTALLATION SHEETS DRAWING STATUS ❑ FOR APPROVAL These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. ❑ FOR CONSTRUCTION PERMIT These drawings, being for Permit, are by definition not final. Only drawings issued "For Erector Installation" can be considered as complete. FOR ERECTOR INSTALLATION Final drawings for construction. For questions or assistance Concerning Erection call or Email: 1-844-840-4603 Monday —Friday 7:30om to 5:00pm FIELD.SERVICES®CORNERSTONE—BB.COM ENGINEERING SEAL The engineer whose seal appears hereon Is m employee for the manufacturer for the JAN 2 2 20 materials n is lima herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineers not the overall engineer of record for this project. Building Descriptions Building ID Widih(ft) Length(ft) Height(ft) Slope Building A 80 125 20 :12 GATE DESCRIPNON BY CK'0 DSN r17/21 FOR ERECTOR INSTALLATION RVL MDN AS1 HERITAGE 2612 GRIBBLE STREET BUILDING SYSTEMS NORTH1-8010E-643K5 5 72114 &adWA.a191➢ PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODEUNG OWNER: TODD THOMPSON LOCATION: FORT PIERCE, B"34946 CAD DATE SCALE PHASE BUILDING 10 JOB NUMBER 1/171 N.rs. 1 A 17—B-92696 Jan 22, 021 �: NoINN 54910 "31la STATE OF 0*40R40p N SHEET NUMBER ISSUE C1 D Ex Ines 02-28-2023 o Dia= 5/8" STEEL LINE 112 FIN. FLOOR N av / CONCRETE NOTCH DETAIL � . 4 ANCHOR BOLT PLAN /�____ NOTE: ALL BASE PLATES ® 100,0' (U,N.) ISSUE DATE DESCRIPTION BY CH'D DSN - Jan 22, 2021�` ASSUMED FINISH FLOOR 0100.0' (U.N.) 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ HERITAGE 2612 GRIBBLE STREET NORTH LRTLE ROCK, AN 72114 BUILDINGSYSTEMS 1-800-643-5555 amawsaTr� = '0 PROJECT: TODD THOMPSON at CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ��' LOCATION: FORT PIERCE, FL,34946 ' CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER I! 1/17/21 N.T.S. 1 A 17-B-92696 F1 orew�¢ n.: e.e� aiauany siaoea. No 54910 STATL E OF :�kl �NOp1pp /GNALti���`� 0 fires o2-28-2023 BUILDING BRACING REACTIONS ENDWALL COLUMN: µ(Hare GOLIS a IJASE PUTS Heations in plane of wall i N LShmr Fare Una Cal Una Mc.9dt Oy No Bose -Nate Wgd& in) Long III Grout ((n) Reodbne(k) -Wall - Col -g6d - llb/III - Ine Una Mae Hors Ve& Wi H 1 J 4 D.625 6.000 WIER 0375 0.0 1 1 4 0.625 6.000 10.00 0.375 0.0 L_EYJ I G,E Bmdng, sac R reactions 1 O 4 0.675 6.000 HEW 0.375 0.0 F_SW A 112 13.3 5,6 13.3 1 E 4 0.625 6.000 IOAO U75 0.0 B OF6p5 mngrsm a reac&ns 1 C 4 0.625 6.000 HIM 0.375 0.0 J 2I IJ.3 133 ' 1 A 4 D.OM 6.000 10A0 0.375 0.0 6 A 4 0625 6.000 10.00 0.375 0.0 6 B 4 0.6M 6.000 IDIOM 0.375 0.0 'See RF mmDan We for vertical and 6 D 4 0.10 &000 10.00 0.375 0.0 haizanld reactions in Alone of &a mind frame. 6 F 4 0.625 6.a0 10.00 0575 0.0 6 H 4 0.6M 6.000 10.00 0.375 0.0 6 J 4 0.625 &WO 10.00 0.375 0.0 uxE BUIIDINC RFACRME BASED ON -i{b IM I W INE FDV3YMNG BULgNG MTA MDm (F - m5// RIGID FRAME: MOON Bars a WIM RXEs In fl�00V SLOPE/Iz) = IA;72 / 1.0:12 Flip Cd Mc _Bolt Bax3hb (n) Grout OEaD 14eD (22 = 2.3W line We Oy Rio With LtA Thick (In) LdlA1FPA1 WD fpsi) = 6 (Totoo Curing 8 pit 0&er) 20 J 4 1.000 &11110 13M 0.625 OA = 20M Year reduction L�(ToIn 2e A 4 I.000 8.000 13M 0.625 0.0 FhlllE 12 (pspeGe�IJ In 0 LOAD Ijsf) - 0.� NSA®� 2e Frame Brea: 2 5 WPID CODE In HIC 17 FSP05U//RE = C RIGID FRAME: MIC HOR BOLTS & BASE Burs Cased ONICE II - Mx0 = In NanNal vend Speed (Vad) = 124 moh III SmBm 1609.3.0 SeMceodgy Wind Speed = 87 Frm Col Me.-Rdt Gam Plate ) Wd& Length Rick fb9 mph Una Una 0y Oia n) RFACIMN kEY: 3' J 4 I.M &000 MOO 0.625 0.0 3e A 4 I.ODD BA00 IIAO 0.625 0.0 MND Lal(/fight 1 = with NGCpI Internal Preesuml N1N0 leR/MgM 2 = wi& -GCp1 Inliml Pressuro Wd_Img I = IWd Care B d left EW 34 Frame Fnm: 3 4 NiM_1Ipomq 2 = Wd Lad CasRol RNhI TeeNlV3NOW 1P - Nnhmmn Snow pu code E UNB SLL = Bndmll Unboloacd Snaw EeX RIGID FRAME: BASC COLUYN REACTORS (k ) UNB_SLR = Ended! Unbalance! Snow Right UNB_SLL = I6gN Forme Unbalanced Snow fig Frame Column-----Dmd-----Cdbtaal- -----LFm----Wm&LX1- -WUNJfghtl--Mild-111112- R = Hyd Frame Unbalanced Saw Eight3 Use Ure Karl VeM1 Nariz Vent Rift Vert Flesh Veal Hadz Val Holz VertUNB 43 60 BS 12A 0.7 170 J20 2&fi 216 2 2• J A 23 -25 .9 3.9 -1.3 8.0 -&5 12A I7.0 -32.0 J/A - -4&7 - &8 - -IJ.9 3• J 2.3 3.9 4.3 BS -155 -415 -I5.5 -41L -27..3 -11.5 3' A -2.3 3.9 -4.3 8.0 6.0 -&5 IM 12A 15.5 -29.6 J15 -4I5 ].J -I I.S MED ON 1NE B9aR 000UNENR CHOICES r0 BIIIHE INDS Frame Column -YfiM_15ah12- --Word Iengl- --Wud1 2- IE REACFANS. THE RFIADONS Una Noriz YM V� BI MIY f1RBRE WINIG. 2' a J -BA -13 -27.6 -1&z -f&5 -0.1 -0. -185 -52.3 -FACTORED f0.9 EACH 29 A 26.6 211.1 -X4 IBS -528 MOTHER d. INE FWN AND 3• J -75 .114 -115 -1&6 -31..8 -16..6 -31.8 wMEFT OM F/LTOFfi AND CONSNE TF J• A 23d -25.5 17.9 -J1.8 I8.8 -J9.4 2' Forma Enm: 2 5 J' Frame firer. 3 4 ENDWALL COLUMN: BAvc cauux r&AcllaJs (k ) Cyo9Hal (Vert pme We Ved Vert III Vert Hoa Hazed Vert Pna� Val lica Vert 1 J 05 0.5 13 0.0 -45 ao -3.0 0.0 -29 0.0 -1.4 0.0 -9A 1 I 0.9 1.2 4.1 0.0 -12A 0.0 -7.2 C.0 -&6 0.0 -JS -5.0 0.0 1 C 0.3 IT 35 -12 -18.6 0.0 2.2 -5.2 -155 0.0 5.2 -&1 0.0 I E 04 1.2 4.1 0.0 -0.2 &2 -IBA 0.0 3.1 5.2 -15.5 -7.2 0.0 1 C 1.0 1.5 &1 0.0 -6A 0.0 -15.7 0.0 -4.1 0.0 -11.0 -&5 0.0 1 A 05 DO IA -7.1 J.8 &1 -5.4 -7.1 -1.7 8.1 -15 0.0 -9.6 6 A OS QS I.7 0.0 -4.9 0.0 -3.3 0.0 -&2 0.0 -1.5 0.0 -9.0 6 B 1.1 1.3 45 0.0 -I3.6 0.0 -7.7 0.0 -95 0.0 -16 -6.7 0.0 fi 0 1A 1.2 4A -5.2 -185 0.0 -0.1 -5.2 -15.1 0A 3.2 -7.3 0.0 6 F 1.0 1.2 4A OA -0.1 &2 -18.5 0.0 3.2 5.2 -15.1 -7.3 0.0 6 H 1.1 1.3 45 0.0 -7.7 0.0 -13.6 0.0 J.6 0.0 -9.5 -&7 0.0 8 J OS 0.5 1.7 0.0 az 0.0 -4.9 0.0 -15 D.0 -3.2 0.0 -9.5 TIE SOA A90 OTHER 01 COh1NRON5 a 11R GUIDING SNE Fml Cd 1V5rd_Sud Windlolgl Nidlag2 R 6 RECOIAIDJ00) TNT TIE MC4NIRJAE /ND FOIAIOAlION OF We Vne Hors vent None Yerl Harz Vert TIE WIIDINC BE 061CNE0 Hf A REG51Fllm f520FF55XNN1 I J 0.0 9.5 0.0 -4.7 0.0 -27 IXP9 IN TIE DESIGN OF SU(I S 1 1 &0 0.0 -7.4 (E(N(NEFR k M1111h 0.0 9.2 1.1 & BAiION ALLBHIISE�UM ME AT TO�EIE MON. I E &1 0.0 I./ -9.6 0.0 -94 X0µR1LE&S 1pfp)) 1 C 7.6 0.0 OA -&8 0.0 -15.7 8. MCNOR RODS IJ& MIM F1554 GRME J6 MAIFRW. UNI&6 1 A 0.0 9.6 Old -3.3 0.0 -5.6 NDIEO aMFRN15E. 6 B 7.4 0.0 OA -I3.6 &0 -77 6 D &1 OA OA -10.0 -1.1 -&7 6 F &1 Old 1.1 -&T 0.0 -10.0 6 H 7A Old OA -].7 0.0 -13.6 6 J 0 95 0.0 -29 0.0 S.1 ISSUE DATE DESCRIP➢ON BY CK'0 OSN 0 1/17/21 FOR ERECTOR INSTALIATION RVL MON ASJ Oy Lamle (n) Typa Lin) O 28 Jwnb 5/B' F1554 2.00 O 40 name 5/8' F1554 2.00 ® 32 Frame 1FI554 3.00 1'- HERITAGE 22r 26 UTTLE ROCK, GRIBBLE STREET BLJII DINGSYSTEMS NORTH1L 00-643-5 5572114 P4htltldl➢7➢ PROJECT: TODD THOMPSON i' CUSTOMER: THOMPSONS REMODELING OWNER: TOOD THOMPSON 'rr LOCATION: FORT (mWn9 has tmen tll9iHally al9netl. STATE DETA L A Di6— 5/8" -T- ogo 3" OIO 21/2" .1/2 1 1/288 1/4" SW 1 1/2" 11 DETAIL B -T- �I� .I 4" �I —1— 4" 2" 2" 8 1/4" See Plan IETAIL C -T- �I� 4" —1— 4" 2" � 2" 8 1/4" SW See Plan DETAIL D 3/4 Framed Opening Width 1 3 4 Equal 4 Equal + + r1iL11�� UuwL r See Plan DETAIL G 312" I° W O 3. SW 1 1/2" 1 3/4" See Plan DETAIL H DATE DESCRIPTION BY CK'0 OSN HERITAGE h7/21 FOR ERECTOR INSTALIAl10N RN. MDN ASJ BUILDING SYSTEMS 1i0h6Avll4/➢ PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE 8UIL011 1/17/21 N.T.S. 1 A Jan 22, 2021 J% 2612 GRIBBLE STREET NORTH LITRE ROCK, AR 72114 71' 1-800-643-5555 � m OWNER: TODD THOMPSON 17-B-92696 SHEEP NUMBER ISSI F3 D Drew�s naa Seen alssalN ms�"a. STATE No 54910 OF �R�OPC?�=�, **= SAME FlANGE Large Flan Triangle Punch ** oints In Direction Of Large Flange I U .I 'v 0 G "I a E U t� N U I tW PURLIN LAP Zee Lap Triangle Punch ## (Typical) points In Direction 1 4"} A Of Large Flange The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A ♦ I ♦ J ♦ ` ♦L triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. T Large FlangTe Section A E-3 t RF1-1 E-2 f RF2-1 E-2 RF2-1 E-2 2 RF1-1 E-I 2 ER-9 P_8 P-2 T P-3 T t L7 P-4 Tr p-g P-5 T P-i T P-8 cz P-9 ER-1 ER-8 C G� 9 6 9 4 Gg�\ CB ZS P-6 RF1-2 RF2-2 RF2-2 RF1-2 ER-10 10 CB G0' 70 6 C G0�1 6ls ER-7 ER-2 CB-11 9-11 C -17 B-17 P-5 TYP ER-3 P-4 Typ P-3 TYP P-2 Typ P-1 TYP as CB,1 CB,7g ER-6 Cg,12 CB,fz ER-11 RF2-3 RF1-3 GB RF1-3 G0�A3 Cg 73 RF2-3 Cg�7 9 2 ER-4 P-7 2 — Cg 7y G0.'� ER-5 P-9 P-8 Gg 9 Cg B P-9 ER-12-- GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILItt TO THE BUILDING. 3, STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PER" 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 INDMDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. t—t t-2 � rcrz-t t-2 rcrz-I t-z � KrI- 2'-5 31e, 1'-5 3� 1'-5 3 2'-5 33 4' 2 2-5 3/4" 1 -5 3/4" I-5 3/4" 2-5 3/4" ROOF FRAMING PLAN ISSUE DATE DESCRIPTION BY CWD 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN i U I U P-8 E-3 2 P-2 10X25Z14 28'-11 P-3 10X25Z14 27'-11 P-4 10X25Z14 28'-11 P-5 10X25Z12 27'-5 P-6 10X25Z13 28'-11 P-7 10X25Z13 28'-11 P-8 10X35Z13 25'-3 P-9 10X35Z13 25'-3 E-1 10ESIL14 24'-11 E-2 t0ESIL14 24'-11 E-3 10ESIL14 24'-11 CB-9 5/8" DIA. ROD 30'-1" CB-10 1/2" DIA, ROD 30117" CB-11 1/2" DIA. ROD 25'-11 CB-12 1/2" DIA. ROD 26'-11 CB-13 1/2" DIA, ROD 28'-5" CB-14 5/8" DIA. ROD 29'-7" CB-15 5/8 DIA, ROD 29'-10 CB-16 1/2" DIA. ROD 30'-4" CB-17 1/2" DW, ROD 25'-8" HERITAGE - 22, 2°21 2612 GRIBBLE STREET BLALDINGSYSTEMS NOR tL 00-6U-5 5 72114 PROTECT: TODD THOMPSON i CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ���'� s LOCATION: FORT PIERCE, FL,34946 4% CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSI 1/17/21 N.T.S. 1 A 17—B-92696 E1 0 Drawing has been tllglWlly signed. No 54910 STATE OF :�Qj <OR10P:N ONAi ���`% ���/1I I I I If1f� xpires 02-28-2023 PBR ROOF SHEETING NOTE: PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAP GPR23 DET- 13 F52-B GPR23020/ DEf-13 DET-10 �' Ilv DEf-12 -� liv I I M I i I G R04 15 D I r 1 GD 0 3/ 80 I I" I GP D 04015/ -8 I a M I i l I 1'-0" PANEL WILL BE FIELD CUT FOR PARAPET FROM STEEL LINE all WPR02001/ DET-10 ROOF SHEETING PLAN PANELS: 26 Gouge PBR - GOlvalume ISSUE GATE DESCRIPTION BY CK'D DSN 0 1/17/21 FOR ERECTOR INSTALLATION RVL MON ASI GENERAL NOTES: 1, INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2, ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING, 3. STRUF PURUNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT: TO ROOF SHOEING PER "PBR" PANEL ROOF DETAIL, 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING CUSTOMER MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. LOCATION: 5, DO NOT STACK SHEET BUNDLES ON ROOF, ONLY RAISE INDINDUAL SHEETS AS NEEDED. CAD 6, AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF MEAL SHAVINGS CAUSED BY DRILLING. WPR04004/DET-11 ®4 CORNERS WPR05002/ DU-10 GPR05001/DET-10 ® BOTH END WALLS 7 WPR05002/ DEf-10 all WPR04003/ DEf-12 2'-0 � � Panel Start HERITAGE zz, 2021 . 2812 LE RSTREET BUILDINGSYSTEMS NORTH'L 00 ROCK,4-55572114 TODD THOMPSON THOMPSONS REMODELING OWNER: TODD THOMPSON FORT PIERCE, FL,34946 DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1/n/21 Nils, 1 A 17-B-92696 E2 urawms na: neeo a'�ssaib:�s�ea. No 54910 ' v: :jr STATE OF O :0R10& N Issu S��NA� 0 x Tres 02-28-2023 MEMBER TABLE 1 6 FRAME LINE AART LENGTH 125'-0" OUT -TO -OUT OF STEEL DJ-5 8f25C14 8 -0 2 3 4 5 DJ-6 8f25C16 8'-0" 25-0" 2510" 25'4" 25'-00 2510" DH-1 8f25C16 3'-4" E-1 1OES11_14 24'-11 1/2" E-2 1OES1L14 24'-11 1/2" Izd J4 114 G-33 8X35Z12 27'-5111/211 2'? E-1 E-2 E-2 E-2 E-3 G-34 8X25Z13 27'-5 1/2" 0-35 8X25Z12 27'-5 1/2" .o G-36 8X35Z12 22'-11" G-34 G-39 0-39 G-39 G-47 I 7 / 0-38X25Z14 29-11 12� G-39 8X25Z16 29'-11 1/2" e I G-35 G-38 G-38 I G-40 8X35Z12 28'-3" G-39 G-46 G-41 8X25Z16 29'-11 1/2" G-42 8X35Z12 20'-11" N IB M3 G-43 8X25Z13 29'-11 1/2" G-34 G-37 G_41 G-43 - G-45 BX35Z13 2 27'5 1/2* J G-36 Dx3 G-42 DH G24 -4 G0 ce`6 G-47 BX25213 27'-5 1/2' G-33 G-40 G-45 �i CB-6 3/4" DIA, ROD 31'-2" W .I i I CB-7 3/4" DIA ROD 30'-11" CB-8 3 4" DIA ROD 31'-3" a BC08-1 3 E5 I---------- I -------- --- I---- — 3 C 1 ---- I EC-5 RF1-1 RF2-i RF2-1 RF1-1 EC-6 IP 20'_B" _ 18 _ 3'-�'3'-Q�I FLANGE BRACE TABLE GIRT 2'-5 3 4" 2'-5 3 4" 2'-5 3 4' 2'-5 3 4" FRAME LINE A / I , �� �-F— �� DID PART LENGTH LAPS 2-5 3/4" 2-5 3/4" 2-5 3/4' 2-5 3/4' F826.5 L2X2X14G 2'-2 1 2° SIDEWALL FRAMING: FRAME LINE A Q Q Q Q Q Q GUTTER EXPANSION (Gutter with 5 downspouts) F643—B,F635—B F761—F761-13R F76�0—OL BL F2955—B. F760—B F76❑0—BR F761—BR F761—BL PW03001/ DEL-11 0 PWO3001/ DEF-11 LT Li SIDEWALL SHEETING & TRIM: FRAME LINE A Q o� s6/ Drawing has been signed. PANELS: 26 Gauge PER — Polar White a 1 —O" PANEL LAP NOTE:— ALL FB'S ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 ��1� 'M(Jr�A 4 I E• c'y9�'�i VVI DOWNSPOUT SPACING LOCATIONS ISSUE DATE DESCRIPTION BY CK'O DSN Jan 22, 2021�6 DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 25 FT, WITH A DOWNSPOUT 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ HERITAGE 2612 GRIBBLE STREET • • NO 54910 NORTH LITTLE ROCK, AR 72114 WITHIN 25 FT, OF EACH END OF THE GUTTER RUN, GUTTER STRAPS TO BE 2'-0" ON CENTER. BUILDINGS/9YSTEMS 1-800-643-5555 GENERAL NOTES: � STATE OF . >L PROJECT: TODD THOMPSON 1. INSTALL ALL GIRTS AND FLANGE BRACES ((LLFB) AS SHOWN.2, WALL CUSTOMER: THOMPSONS REMODELING OWNER: TODO 1BOMPSON �+ :C 3. OTHER PTHAN FOR ANEL WWALK DOORS DES UAND WRAL NDOIWS TY TSHOWN ONO THE ILTHE LOCATION: FORT PIERCE, n,34946 �I • a O Fi I O•• �`��, APPROVALCONTRACT,DO NOT ADD OF BUILDING MANUFACTURER URER WALL OROPENINGS FESSIONALWITHOUT ENGINEER, CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU tip �NA, 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 1/17/21 N.T.S. 1 A 17-B-9Z696 E3 a SHAVINGS CAUSED BY DRILLING. x Tres 02-26-2023 I I I I i I 481 481 I I I MEMBER TABLE 6 1 MARKFRAME LINEPART LENGTH 125'-0"OUT-TO-OUT OF STEEL DJ-6 8f25C16 8-0 5 4 3 2 DJ-8 8f35C12 16'—O" 25-0" 25'-0" 25 00 25'-0" 25-0" DH-1 8f25C16 3'-4" DH-3 8f35C12 12'-0" E-1 IOESIL14 24'—ll 1/2" E-2 IOESIL14 24'-11 1/2" E-1 E-2 E-2 E-2 E-3 Iu d4 Iu E-3 IOESIL14 24'-111/2" G-34 8%25Z13 27'-5 1 2" LB 11 G-38 8%25Z14 29'-1111%2" :r C-34 G-49 G-39 G-38 G-47 G-39 8X25Z16 29'-11 �2" G-46 8X25Z12 27'-5 1 2" G-47 8X25Z13 27'-5 1/2" `* I G-48 M3 G-52 G-38 I G-48 8X25Z14 11'-2" G-35 G-38 G-46 DH-3 G-49 8X25Z14 29'-11 112" 0 G-50 8X25Z16 6'-5 1/2' G-35 G-48 G-51 G-53 G-55 G-51 8X35Z14 6'-2' G-56 I G-52 8X25Z14 6'-2" I K3 I DH C I G-54 8X25Z16 20'-11"1/2" Ce`8 H2 G-48 G-50 G-38 Gem B`6` G-55 8X35Z14 29'-11 2" G-35 0 `i G-54 G-47 i G-56 BX35Z13 27'-5 1/2 " CB-6 3/4" DIA, ROD 3114" _ o ^o CB-7 3/4DIA, ROD 30'-11" d-----BC08-1-- -- --- _ ---- -- ---- — ----- CB-8 34" DIA, ROD 31'-3" I I 7 E I 7 E I I I EC-6 RF1-1 RF2-1 RF2-1 RF1-1 EC-1 9'—On I 12'-0" 4'-0" I31—Q"I3'—ti'I 18'-8" _ GIRT 2'-5 3 4• 2'-5 3 4' 2'-5 3 4' 2'-5 3 47 LAPS 2'-5 3/4" 2'-5 3/4' V-5 314' 7-5 3/40 SIDEWALL FRAMING: FRAME LINE J FLANGE BRACE TABLE FRAME LINE J 0 ID I PART I LENGTH 0 o O o o FB26.5 I L2X2X14G 1 2'-2 1 2" I I I GUTTER EXPANSION (Gutter with 5 downspouts) F643-B,F635-B F761-BL F761-BR F76❑0-BL F2955-B, F760-B F76El F761-BR F761-BL PW03001/ PW03001/ DET-11 DET-11 fT SIDEWALL SHEETING & TRIM: FRAME LINE J PW02106/ Drawna has been d1glen sie"ed. 41 DET-5 1'—O" PANEL LAP NOTES ALL FB'S ON ROOF &WALL CONNECTED WITH CL196,CL199&CL197,CL199 PANELS: 26 Gauge PER — Polar White `,�I ,�V�H DOWNSPOUT SPACING LOCATIONS ISSUE DATE DESCRIPTION BY CK'D DSN Jan 22, 2021 DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 25 FT, WITH A DOWNSPOUT 0 1/17/21 FOR ERECTOR INSTALLATION RVL MON ASJ HERITAGE 2612 GRIBBLE STREET Ism• • NO 54910as NORTH LRTLE ROCK, AR 72114 as Ar WITHIN 25 Fr. OF EACH END OF THE GUTTER RUN, GUTTER STRAPS TO BE 2'-0" ON CENTER. BLALDSTEMS 1-800-643-5555 •; r 9• GENERAL NOTES: PROJECT: cT: TooD THDMPsoN STATE OF .'W 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN, CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON rr ;C Q` ' ";tea% O THE BUILDING. 3. OTHER 2, WALL PTHAN FOR EL WWALK DES SDOORS AND WTRUCTURAL INBDOWS TSH SHOWN ON THE LOCATION: FORT PIERCE, FL,34946CONTRACT, DO NOT ADD �I • C O R 1 O•��`��, APPROVAL OF BUILDING MANUFACTURER ONAL LOR PROFESSIONAL SSIONALNGS OENGINEER. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU i ;�NA� �E�o`� 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 1/17/21 N.TS. 1 A 17—B-92696 E4 0 Expires 02-28-2023 I i i F981 F481 i 81 N I �1" o© G-5 KIw G-8 4O® G-8 ®® G-15 ®® G-23 5 ER-1 w3 G-3 xx C. flz ER-4 I G-22 �I1' 4-61/2 A7 _ um G-7 4'-1 1/2" 3'-51G27 G-3 3 G-7 - G-13 G 210 G-20 G-3 G-7 G-9 9 3 G-12 G-19 0� DO L7G-11 G-2 1 DS 1a cs 6 G-7 G-7 BC10-1 K1-7 G0�f M3 N G-1 ADS-230' JB-1 JB-1ID17 G-18 K3 OO 0� HO C I I I D C I 3 C H EG-1 EC-2 EC-3 EC-4 EC,2 EC-5 17 6'-0:mob '-1 4'— , 9'-0" ,-0" 'sN 12'-0° Its ENDWALL FRAMING: FRAME LINE 1 N" e IF IF It it F852 II 1'-0" PANEL LAP F852 ID GPR07004 IIT-12 / dl PARAPET BACK SHEETING & TRIM: LINE 1 DET-12 PANELS: 26 Gauge PBR — Polar White in Q Q 4 Q 4 4 I,,,� 12 LID GD15001/ 12 F3531-L DEr-12 F3530 F3531---R 0 GPR23028 DEF-7 ff. DETAIL-B GENERAL NOTES: 1. INSTALL ALL GIRTS AND FIAIJGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCNRAL STABI TY 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. n� . n n I M I I r I I - N I Q N I F9 2 82 F481 [ ]481 B � m \ F 2 � \ F848 G010 i i I 5 82 a " GPR23028/ M DEF-7 ENDWALL SHEETING & TRIM: FRAME LINE 1 Pw02106/ 111'-0" PANEL LAP PANELS: 26 Gauge PBR — Polar White dl DET-5 [B]PANELS: 26 Gauge PBR — Galvalume WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE. 0 8 A325 5/8 1 3/4p 8 A325 5/8" 1 3/4" 1 8 A325 5/8" 1 3/4 4 8 A325 5/8 1 3/4 2 8 A325 5/8" 1 3/4" EC-2 W10X12 24'-4" EC-3 W1OX12 24'-4" EC-4 W1OX12 24'-4" EC-5 W1OX12 24'-4" ER-1 WSX10 13'-3" ER-2 W8X10 10'-9" ER-3 WSX10 4'-0 3/4"" ER-4 W8X10 16; 78 1/8 W8X10 88'-9"1746" ER-12 W8X10 8 7/8 DJ-1 10(25C14 8;-U" DJ-2 10(25C 8 -0 DJ-3 10f35C12 8'-0" DJ-4 10(35C12 8'-0" J8-1 10f35C12 4'-0" DS-1 10f25C14 6'-0" DS-2 10f25C14 9'-0" G-1 1OX25Z14 11 7/8" G-2 1OX25C14 12'-9 5/8" G-3 1OX25Z14 12'-9 5/8" G-4 IOX25Z14 4'-3 1 2" G-5 1OX25C14 14'-7 /8" G-6 1OX25Z14 5'-4 1/4" G-7 1GX25Z14 14'-0" G-8 1OX25C14 14'-7�5/16" G-9 I OX35Z13 14'-0' G-10 1OX25Z14 3'-5 1/4" G-11 1OX25C14 17'-4" G-12 1OX25Z13 17'-4" G-13 1OX35Z14 17'-4" G-14 1OX25Z14 17'-4" G-15 1OX25C14 17'-11 5`16" G-16 1OX25Z14 4'-5 1/4 G-17 1OX25714 1'-7 1/4" G-18 1OX35C14 16'-1 5/8" G-19 IOX25Z13 16'-1 5/8" G-20 IOX35Z14 16'-1 5/8" G-21 I"X25Z14 7'-7 1 2" G-22 10X25Z14 16'-1 /8" G-23 IOX25C14 17'-11 8' G-24 10X25Z14 1'-10 7 8" CB-1 1/2° DIA, ROD 19'-0" CB-2 1 '2" DIA. ROD 17'-6" NOTE:- ALL FB'S ON ROOF &WALL CONNECTED WTfH CL196,CL199&CL197,CL199 FLANGE BRACE TABLE FRAME HNE 1 IV ID PART NOTE:- fIELO SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN DET4 DATE FIFO Fit DESCRIPTION BY GK'D D9N HERITAGE22, 2°z, zsi2 cRIe9LE STREET BUILDINGSYSTEMS NORTH 1L8000-643K55572114 ammsm7»n 1/17/21 FOR ERECTOR INSTALLATION RVL MON ASJ PROJECT: TODD THOMPSONIF CUSTOMER: THOMPSONS REMODEUNG OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 CAD DATE 1/17/21 SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 17-B-92696 SHEET NUMBER E5 2 3 No 54910 STATE OF ;W c ' � C O Pt00,uff�� 00*0 N ISSU I,00#008/t, ° Pires 02-28-2023 Z1r, 12 RA1-1 Fp9 ��ppI6 A7I flz— E27 I RA1 1 EI54L�� —j— 86 ER- 8 ez4 — — c15 M3 G-28 G-27 G-32 I DH- G-26 -29 G-30 G-32 G-32 G-26 DS_ 23 Cg D Gg.S s G-25 G-28 G-31 0-27 G-25 h to c� G-25 "I G-27 G-27 G-27 G-25 It DI] CISN a CB >! DI] G-25 G-27 G0 G-27 G-27 G-25 1 4 q3 IO BDo—, WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION, USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. LOCATION OUAN TYPE Cor_Column RGf ER-5/ER-6 ER-6 ER-7 ER— /ER-8. 4 A325 8 A325 8 A325 8 A325 1� 1" I� H 1 1 1 1 EC-6 EC ] EC-8 EC-8 EC-9 EC-6 N 41—Or 10r_0rr .}. END ALL FRAMING: FRAME LI E 6 Zia 4 Q � F 4 4 12 ' 12 2 F981 N481 I p W I F848 F981 a N I M i NI N - - N N N N - N N N N N N N N N N N N N N I I I I 1 —0" PANEL LAP ENDWALL SHEETING & TRIM: FRAME LINE 6 PANELS: 26 Gauge PER — Polor White ISSUE DATE FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FWVGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABI 1Y 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, AFFER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. EC-7 W10X12 19'-6 EC-8 W1OX12 20r-1 EC-9 W1OX12 191-6 ER-5 W1OX17 19r-8 ER-6 W1OX17 191-0 ER-7 W1OX17 19SO ER-8 W1OX17 191-8 DJ-7 Bf25C16 7r-0" DH-2 Bf25C16 4'-0" DS-3 Bf25N6 4'-0" G-25 8X25Z14 14'-1 G-26 BX35Z14 14'-1 G-27 8X25Z14 15'-4 G-28 8X35Z14 15'-4 G-29 8X25Z16 11-5 G-30 8X2216 91-5 G-31 8X35Z12 15'-4 G-32 8X25216 151-4 CB-4 1/2" DIA ROD 20'-1 2 NOTE: FIELD SLOT GIRTS FOR BRACING SEE DETAIL ZZ IN OEF4 NOTE:— ALL FB'S ON ROOF &WALL CONNECTED WDH CL196,CL199&CL197,CL199 PW02106/ Avx ' HERITAGE Jan 22 2°z1,- 2612 GRIBBLE STREET ag BUILDING SYSTEMS NORTH ILI 00-643-555TTLE ROCKo AIR 72114 s mar 8ba6.e" Im ='0 PROJECT: TODD THOMPSON w CUSTOMER: THDMPSONS REMODELING OWNER: TODD THOMPSON i�i' LOCATION: i ago FORT PIERCE, FL,34946 'et to. CAD DATE ON SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER I! 1/17/21 Nas. 1 A 17-B-92696 E6 oaw"a na"e""" e�eu"uy as""a. No 54910 aw i" STATE OF :�4[tz ga SU I���/111111\\\\ D fires 02-28-2023 SPLICE PLATE & BOLT TABLE Oty Mark I Too Bot Int Type Dia Length Width Thick Length SP-1 4 4 2 A325 7/8 2 3/4" 8Ir 3/4lp 3'-6" SP-2 4 4 0 A325 3/4' 2' 6' 1 2' 2 —0 7/8" STIFFENER TABLE Mark Stiff Mork Plate Size Width Thick Length RFI-1 ST1 4" 1/4" 34" 12 1 FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides FB6 — L2X2X1/8" A — L2X2X14G ST1 GENERAL NOTES: 1. BOLT TIGHTENING —ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG—TIGNTENEO JOINTS IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, PRE —TENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST —OFF —TYPE TENSION —CONTROL BOLTS OR DIRECT —TENSION —INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS, 3, INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN, F52—B 17'-7" u r„c_1h1 roc a.% \ _ RIGID FRAME ELEVATION: FRAME LINE 2 5 DATE DESCRIPTION BY CK'D DSN 1/17/21 1 FOR ERECTOR INSTALLATION RVL I MDN I ASJ Mark RF1-2 RF1-3 U.LJV 0.313 ILU.0 112.3 0 x 6x J7 10" I'll x CLy.J 0 x 615/16 I/% "x ILV./ x74.8 0.250 79.8 6 x "x42.7 5/16 x 76.9 6 x 5/16 x 80.3 0.185 60.0 6 x 1/4"""x 240.0 6 x 1/4' x 60.4 0.156 240.0 6 x 5/16 z 120.0 6 x 1/4 x 240,0 0.156 60.0 6 x 1/4 x 58.5 0.156 60.0 6 x 5/16" x 120.0 6 x 1/4' x 58.5 0.156 240.0 6 x 1/4 SPx 240.0 6 x 1/4 x 240.0 0.185 60.0 6 x 5/16" x 76.9 6 x 1/4" x 60.4_ HERITAGE - 2z' 2°2,,: 2612 GRABBLE STRE BUILDINGSYSTEMS NOH1Ll ALOE-803K5AR 72114 �mmg.beairrr r,U PROJECT: TODD THOMPSON :USTOMER: THOMPSONS REMODEUNG OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBLR ISSI 1/17/21 N.T.S. 1 A 17—B-92696 U D ST2 sx� been dlgllallyaignetl. No 54910 STATE OIF :�k/ SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Tye CIO Length Width Thick Length SP-1 4 4 2 A325 7/8 2 3/4" 8�� 3/4it 3F-6" SP-2 4 4 0 A325 3 4' 2" 6 1/2 2 —0 7/8 1 Stif( Plate Size Mark Mark Width Thick Longlh RF2-1 STt 4" I/4" 34° OFIANGE BRACES: FBxx (1 or 2) xx=lenglh(in) (1) One Side; (2) Two Sides BASE PLATE TABLE FBI — L2X 2Xl/8 is Col Plote Size 4G A — 12X2Xl4G Mark Width Thick Length BP-1 1 8" 5/8" 11" Q1" 12 e ams RF2-2 RF2-3 F52—B 17141 l lg 4` - 4 l r 0.250 120.0 6 x 5/16 x 229.5 B x 1/4- x 12U.9 0.313 112.3 6 x 5/16" x 42.7 6 x 5/16" x 74.8 0.250 79.8 6 x 5/16' x 76.9 6 x 5/16' x 80.3 0.185 60.0 6 x 1/4 x 240.0 6 x 1/4 x 60.4 0.156 240.0 6 x 5/16" x 120.0 6 x 1/4 x 240.0 0.156 60.0 6 x 1/4 x 58.5 0.156 61 6 x 5/16" x 120.0 6 x 1/4is x 58.5 0.156 240.0 6 x 1/4' 240.0 6 x " 1/4" x 240.0 0.185 DOD 6 x "x 5/16 x 76.9 6 x 1/4_ x B0.4- YJ 4" has n..� a�aeenr sTe„¢a. v RIGID FRAME ELEVATION: FRAME LINE 3 4 �.— .,, • E UGyq'•,, GENERAL NOTES: ISSUEJ DATE I DESCRIPTION BY CK'D DSN HERITAGE Jan 22, 2021,J Is* 0 1/17/21 FOR ERECTOR INSTALUTION RVL MDN ASJ 2612 GRIRRLE STREET IIINO 54910 1, BOLT TIGHTENING - ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN NORTH LITTLE ROCK, AR 72114 * ��*101111 ACCORDANCE WITH THE MOST RECENT EDRION OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, BUILDING SYSTEMS t-soo-saa-ssss amewsuivn PRE -TENSIONING METHODS, INCLUDING TURN -OF -NUT, CALIBRATED WRENCH, TWIST -OFF -TYPE TENSION -CONTROL BOLTS OR +• ! LY fillp DIRECT -TENSION -INDICATOR ARE NOT REQUIRED, INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS PROJECT: TODD THOMPSON IsSTATE OF Alt: (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. LOCATION: FORT PIERCE, FL,34946 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN. CAD DATE SCAIE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU ! ��Na' ,�1��` 1/17/21 N.T.S. I A 17—B-92696 E8 0 ires02-28-2023 VARIES ZEE A Purlin Steel Line (1) #16 SD 8 5" (2)1/2"x1 1/4 /4" " ' 10" 6" A325 M. Bolts I ® 0 U CL* Purlin Clip RA1 ® a 6° 2" 2" 3/16" Plate Rake Angle Purlin 9 Purlin Clip 3/16' Plate 74'•:Zlliai Flange Brace 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) ,q% SECTION THRU HOT ROLLED RAFTER ;II7IRi11 I� �I I I I I L _ �J Girt G C6 Girt Ta Hot Rolled Pege Endwall Column MB—C6 Flange Br Clip Member Mark 8" CL196 10" CL197 12" CL198 A Roll Clip Plate after � of Rafter A Roll Clip Plate after � of Rafter O• • • � Purlin Clip 3/16" Plate Anti —(toll Clip 3/i6' Plate 33— 3 16" 3 3/i6" 3/16" 3 Cold Formed Rafter Main Frame Rafter Section A Section A ANTI PURLIN ANTI -ROLL CLIP Jun '17 Pa C15 ge 00 MB—C15 Column I I I IC L— Girt Hot Rolled Endwall Column To Rafter Washer ie Aug '20 B24 Pogo 01 MB—B24 I Sheeting Cli Member Piece Mark SC5 10" SC54 2i 1" SC55 I I Girt Column Girt shape varies Sidewall I ---- J i r0 O I O, I in L�--O II 0J Face of Open Area ----- — ----- Sheeting Clip fastener #55 (See Chart) 12-24 x 1i" SD DP5 W/O Washer Steel Line Endwall Each End And 6" O.C. Sheeting Clip (See Erection Drawings) Dam uam Girt To Hot Rolled Endwall Jun '17 D17 Girt To Cold Form Rotated Jun '17 Column — Partially Open Rev oo age D17 Corner Column Rev 00 DATE DESCRIPTION BY CK'a DSN HERITAGE i/17/21 FOR ERECTOR INSTALUTION RVL MON ASJ BUILDING SYSTEMS ITmawba MP PROJECT: TODD THOMPSON Column Base Plate CIPaI I ina Corner Column To Jun '17 Bearing Frame Rafter Rev 00 rlan Elevation * —Refer To Anchor Rod Setting Plan For Dimension E 3 Dec '18 Endwall Column Base Plate Rev Orevdng M1a¢bean diBllsl slgne�l oll Jan 22, 2021$ % V 2612 GRNo IRRLE STREET NO 54910 NORTR LTRLE ROCK, AR 72114 t-800-643-5555 O • STATE OF or 141 A CUSTOMER: THOMPSONS REMODELING OWNER: LOCATION: FORT PIERCE, FI,34945 TODD THOMPSON(O Fi `� P . CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ]SS'ONALE�p%' U !��/I11111111�1 1/17/21 N.T.S. i A 17—B-92696 DEft oExrAnes 02-28-2023 Jamb Base J Base Plate Plate n Plan Elevation * — Refer To Anchor Rod Setting Plan For Dimension e9e E5 Door Jamb Base Plate MB—E5 Flange Brace Clip (SC-2) RF Column a �o> o, Additional Flange Brace (As Required) T i '—rCL199 CL19! Dec18 F9 --l—page 01 1 MB-9 ZEE A 1217 f en Flange Brac Cross Sectio or location O Iffg o O O CL* Ivy m CL* 0j o O o Wall Girt VARIES 1/2" x 1 1/4" A325 Bolts f en Flange Brac Cross Sectio or location O Iffg o O O CL* Ivy m CL* 0j o O o Wall Girt VARIES 1/2" x 1 1/4" A325 Bolts CL196 CL197 CL198 H2 WALL GIRT TO RIGID FRAME COLUMN O O 1O O O O O O Jming t Section 'A' Drawings For Bol Quantity And Diameter Intermediate Hot Rolled Rafter Sake EAVE STRUT #17A S. D. SCREW-�. O O T VARIES Roof Partin o CL � Ir o CL* a ® ® ® B 1 O O Additional \` Flange Flange Brace ° See Cross (As Required) for II O O ; 0 RF Rafter y Wing Section 'A' Drawings For Bolt Quantity And Diameter Flange Brace Clip (SC-2) 1/2" x 1 1/4" A325 Bolts (T ) (U.N.) Flange Br Clip Member Mark q2C 98 ZEE A 8" 5" YP• Jun '17 F12 Endwall Bearing Frame — Hot D'1Rn '17 G2 ROOF PURLIN TO INTERIOR FRAME RAFTER 0o paw MB—F12 Rolled Rafter Splice At Ridge R'° o0 Steel Line SHEET ANGLE DA' = Eave Strut Column Jamb/Sub Jamb Clip SC1E I lL/ Eave Strut Opening Width Girt II II II �-CORNER II COLUMN View 'A' Clip SC18 EAVE STRUT TO CORNER Rab 114 �4 Eave Strut To By —Pass Jun'17 K3 Girt To Single Cold Form Dec'17 COLUMNPege Rev Page Rev MB—J4 Rigid Frame At Interior 00 MB—K3 Jamb/Sub Jambavweghe,6eaae�g��el .Igeedo ISSUE DATE DESCRIPTION BY CK'0 DSN 0 1/17/21 FOR ERECTOR INS7ALlARON RVL MON ASJ HERITAGE BUILDING SYSTEMS IDbihe�kd/9l9 PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUII 1/17/21 N.T.S. 1 E � Jan 22, 2021 2612 GRIBBLE STREET No 54910 NORTH LnTLE ROCK, AR 72114 * ' 1-600-643-5555 .k STATE OF IG ID OWNER: TODD 7HOMPSON I� JOB NUMBER SHEET NUMBER ISSI 17-B-92696 I DET2 j 0 Steel Header Girt rn x Jarr o Sub Ja x Jamb/ Sub Jamb Opening Width "ader Girt Line Girt II IL—_--JI c� I I Jamb/Sub Jamb Opening Width ub Opening Width * Similar Connection at Rafter ** Flat Washer WF500 Has A Larger Outside Diameter Than Flat Jamb/ Washer WFH500 And Sub Jamb Is To Be Located Next To The Slope Washer *Column Brace Burr Threads After Final Tightening Slope Washer **Flat Washer WF500 On �'O Rod Only �Flat Washer rHex Nut Far Rod Bracing That Falls Within The Girt Web, The Erector Is To Add A Minimum Size Slot For The Passage Of The Rod Single COId Form Jamb/ Jun'17 L8 Single Cold Form Jamb/ Jun'n M3 Header To Cold Form oe°'n Q3 Page Rod Brace Attachment At Web RM°r'1a Sub Jamb To Header Girt Ra" Page Sub Jamb To Girt New Page Jamb/Sub Jamb "°" MB MB-L7 00 MB-LB 00 MB-M3 00 MB-03 01 cl JI NIO �I See Anchor See Anchor Rod Plan Rod Plan Column Column II II Anchor p II Rod I� I Base Base II Plate Plate II d Plan Elevation in * — Refer To Anchor Rod Setting Plan Deu, R 2 D°° '17 Page Anchor Rods At Frame Column R°" Drawing has been digllellysIgned. MB-R2 00 , MUG 10 .ki E• ISSUE DATE DESCRIPTION BY CW'D DSN Jan 22, 2021 its 0 1/17/21 FOR ERECTOR INSTALLATION RVL MEN ASJ HERITAGE 2512 cRIeeLE STREET NO 54910 NORTH LITTLE ROCK, AR 72114 * •� BUILDING SYSTEMS 1—e00-643-5555 we ;� PROJECT: TODD THOMPSON STATE OF ;w1N CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �� '� • 00 4 O R I Q 4;�`�,`,� 90 LOCATION: FORT PIERCE, F1,34946 ,. /ONAI'E�.``� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISso 1 /n/z1 NaS 1 A 17-B-92696 DEf3 0 ires02-282(123 Top Flange Do o Top Bolts (See Frame Drawings For Size) Rafter Web 0 ° Intermediate Bolts (See Frame 0 ° Bottom Flange Drawings For Size) i Do 0 Bottom Bolts (See Frame Extension Beyond Drawings For Size) Flange Is Optional For Top And Bottom Flanges oU E 0 - li � r1nE US d Top Flange Do Rafter Web 0° OO Bottom Flange Do Oo Bolts At Rigid Frame Ridge Jun'n U3 Rafter Connection Rv Page " 00 MB MB—U3 Field locate and provide Maximum a slot for the 'Y' bracing. 1/8" Larger than 'Y' bracing Diameter. Outside Flange Down *For Cable, Unravel Flo —Lock Grip and Remove Eye Bolt, Slip Through Slotted Girts, then Reassemble Cable. ZZ ROD/CABLE AT FLUSH WALL GIRT Top Bolts (See Frame Drawings For Size) Intermediate Bolts (See Frame Drawings For Size) Bottom Bolts (See Frame Drawings For Size) Gi Bolts At Rigid Frame Rafter To Jnn'17 W10 Column Connection I Rev e.,a 00 MB—WIO Girt To Hot Rolled Endwall Rafter Rafter Girt Cl CL549 ip Girt �- E/W COLUMN I —--------- I —� I — ROOF PURLIN _TED SPLICE CONNECTION )VIDED 4@5/81dia BOLT H 1 /2" PLATE 0 ° 0 ° E/W RAFTER TAIL XX orewna n": nea" arei�iiv�ien"a. 'I �E� r DESCRIPTION BY CKD DSN - Jan 22, 2021 � •• FOR ERECTOR INSTALLATION RVL MDN ASJ HERITAGE 2612 GRIBBLE STREET NO 54910 i BUiLDWGSYSTEMS NORTH'a800-643-5557LE ROCK, AR �2114 * �*See ea jm UPS,t : 100 oeas PROJECT: TODD THOMPSON 90STATE OF :btu: CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON rr' ;C� O R' O Pave`'_,�� LOCATION: FORT PIERCE, FL,34946 CAD .DATE I SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU /111j"„ill%�� /T7/21 N.T.S. I A 17-8-92696 DET4 0 ExpiresLnas-2023 Page Page Page PER Wall Panel PW02106 PBR Roof Panel GPR04016 PBR, RBR, AVP, Or VistaShadow Wall Panel GD01010 Date Rev v Dare Rev Data Rev Base Channel With Panel Recess Side La And End La Details P P Alternate Panel S Ilce Non La 1n P Lapping) Apr'18 Apr'19 04 Feb'19 06 Sheeting Direction Fastener #4 Prevailing Wind Fastener #4 J-14V x J' LL SD W/Washer x LL At —8" O.C. At I SO her SD W/Washer V-8" O.C. F Tape Sealer " x 3}" Tape Sealer MW507 Angle Ar-I RA1-- Fastener #17A Section Thru Panel Side Lou 12-14 x 1X" SD W/Washer 5"-7"-5" O.C. -PBR Upper Wall Panel 1'-0" O.C. - RBR, AVP, VistaShadow (See Note) h4tio Fastener #113 Base Channel Dlrectfon l 14 x 1j" SD W/O Washer Fastener# Two Continuous Layers y I V-0" O.C. J-14 x r LL Tape Sealer x " SD W/Wosher HW507 Girt PBR Wail Panel At V-8" O.C. I I Fastener #17A Fastener #3 Wall panel must be held I 12-14 x 1i" SD W/Washer 12-14 x 1j" LL off of splice trim a 5"-7"-5" O.C. SO W/Washer minimum of #' to prevent Fastener At 5"-7"-5" O.C. P bottom of wall anel fromConcrete LI }"0 Minimum - rusting. 4'-6" O.C. Maximum Purlin (Not by Metal Building Mfr.) I I ' 4 •: d "e I Splice Trim I I F402 Fastener #17A . 12-14 x 11" SO W/Washer e. § I 5"-7"-5" O.C. - PER V-O" O.C. - RBR, AVP, VlstaShadow Panel EndlaD Detail I Eave Strut Lower Wall Panel I 1�. (See Note) 4" Piece Of Tape Sealer 1" x 3}" HW506 I (Overlap tape sealer on closure y a " Inside Closure HW455 Note: minimum) With Tape Sealer 1" x 3}" Panel profile, color, and/or orientation may HW506 Top And Bottom vary between upper and lower panels. See erection drawings for requirements. Eave Trim Panel Sidelap Detail (When required, may require attachment Wall panel must be held off of base At Low Eave before installing roof panels) trim a minimum of }" to prevent bottom of wall panel from rusting. Drawing has been alstally signed. /sawEbee • ISSUE DATE DESCRIPTION BY CWD DSN Jan 22, 2021.1MWA�s - �� NO 54910 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ HERITAGE 2612 GRIBBLE STREET BUILDINGSYSTEMS NORTH1-800-643-55 512114 as *:as '* amewmaT»v as # an fl•mus PROJECT: TODD THOMPSON STATE OF . OJ RFL,34946G OWNER: TODD THOMPSON +0F LOCAOT ON: ORTP IOERCENS N9;°[OR,OP ��� � ;�NA� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU ' 11111" 1/17/21 N.T.S. 1 A 17—B-92696 DEF5 0 apires02-28-202a PBR of - Eave Gutter End Lap Installation PBR Wall Panel Panel Side Lap Sheeting Direction CORRECT Mar'19 p iD W/Washer C. Exposed Bearing Leg Fastener #4A Sheeting Direction J-14 x d" SO W/Washer — at 1'—B' O.C. WRONG PBR Wall Panel FastenerLocation 7� 1'-0 1 0 1'-0 See Note #1 }' 7" 5" 7" 5" 7" Note #1 See Note #2 1So" 1'-0" 1"-0" Fostenor #17A 12-14 x 4" SD W/Washer See Note #3 7" 5"1 7" 5" 7" Sheeting Direction Note #2 Fastener #17A ISee PW05011 for Panel End Lap 12-14 x 14" SD W/Washer See Note #1 O.C. e Note #3 Fastener #4A e SD W/Washer 0 C, Eove Strut Wall Girt Woll Girt Wall Bas ISSUE DATE DESCRIPTION BY CK'0 DSN 0 1/17/21 FOR ERECTOR INSTAl1ATI0N RVL MDN ASJ e Note #2 e Note #2 e Note #1 r(12) Fastoener #14 required t lap I Southern Standard F760 (Profile varies, Northern Standard F391 shown) `(15) Fastoener #14 required t lap 4 r r 1 Southern Large F4130 '19 (Far placement see details below) C(15) Feastaener #14 requir d t lap w r Northern Standard F391 /"tom HERITAGE Jan 22, 2°�'Z 2612 GRIBBLE STREET BUILDINGSYSTEMS NOR H1L800-643K5An 572114 ANN mnmsdun :MEN no PROJECT: TODD THOMPSON CUSTOMER: 1HOMPSONS REMODELING OWNER: TODD THOMPSON LOCARON: FORT PIERCE, FL,34946 CAO DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1'. 1/17/21 N.T.S. 1 A 17-B-92696 DET6 Typical Spacing (17) Fastener #14 required at lap 0 N orthern Large F883 oawlna nas naa"aisiuiNaisoea. No 54910 STATE OF ;.4N Eave Gutter Part Numbers STgle satnan st"It"d Saturn table aroang Flsre nm nOO F41M Cateaad F200R FM Stoneham FW F= Eagamft RI N/TfiWORL M121/FMOIRL Eave Gutter End Cap Part Numbers safe sauan staaad Sxthwn Gonadal FlWL Fl3sgR�bl atandc n61RL FAOIRL Cantsead nODEWL F2009111 signature FM F383IRL Eagemt Rolm RIaT PRR Raof am Friend T Transition Trim Notch Detail Teen R 2 o T End Of Rod Pad Ea. Tdm / Fad Ram leg / io Flt Nana Ca aawtl I I Mille Tdn fdsTd raYtnn TIs I J rTT, B5RIT- I / Fltla Rauh glirin ie AYov 31aa Te F,Y Of Fwi Pwtl \V • ame. was mu Tape v. star alone i4 ^!ii1'iRT Paap°t �� � LAantl Fltld N°?�tep FlI Mwd Fan Lin 1-14 x W 1-It �' EO W/Wama Al I'-R D.C. Moo Cann Mtn 51d FW Fanaa /4A }u„p sFIW/w°ma Onihwe Tana shoat At '-v O.C. Rnsw Footner PT2A Fae4aa NA `J Davnng has been dlDltelly coned. 12-14. H• se w/haYa r t-14 „ om Wp;ama Angle Trim/Eave Trim Detail At 1'-0' O.G YF_ At 1'-0 _ _•WtIIIIIII•_ Section A ISSUE DATE DESCRIPTION RY CK'D DSN 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ HERITAGE Jen 22, zoz,,--.: No 549,0 2812 CRIBBLE STREEr NORTH LITTLE ROCK, ]2114 'k � * ~ BLALDINGSYSTEMS-800-643-5555 w 11, ME eau�e.d„nv VMS.o:WIN PR0.IECT: TODD THOMPSON • STATE OF :USTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON ��, • :C(OR 1 ID 000 p `60 ,�� LOCATION: FORT PIERCE, FL,34946 BONA►-fa��``� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU AFJP NA ttttt 1/17/21 N.T.S. 1 A 17—B-92696 DEW 0 ExVines 02-28-2on PaGPR00011 PaGPR04015 PagDP00001 PBR Roof Panel PBR Roof Panel Roll Form Downspout Layout Date Rey 1 Fastener And Tape Sealant Location End Lap Detail Date 1 Rey Date Apr'19 Rev 03 • Apr'19 01 Apr'19 03 Fastener Q3 12-14 x W LL SO W/Washer 4 At 5"-7"-5" O.C. Two Continuous Layers PBR Panel Gutter (Prolile Tape Sealer ill All MOY Vary) : 1'" —O 1'—O" HW507 Down Sloe Of Screw Line p Field LocatePBR Panel Opening In Gutterio ZSheeting j/14 148Fx 3n16er Seal Downspout to / /Gutter connection with Tube Sealant HW540 Purlin See "GPRO4016" Upper Downspout F320 (10'-6") All Roof Members Except As Noted Below F313 (14'-60p) Downspout Strap F797 (TYP) N See DP00011 thru OP00014 For Roof Panel End Lap Downspout Strap Fasteners Lower Downspout F320 (10'-611) F313 (14'-6") (6) Fastener #14 1/8" x 3/16" 1'-0" 1'-0" 1'-0" (TYP. At Splice) ;.•,� 2J. 71: 2- 2. 7" 2. 2� 7Is 2k. N g Downspout Klckout Fastener #3 r321 x ILL SD W SD /Washsher 5" 7" 5 " Sheeting Direction See "GPR04016" At Eave Strut, Panel End Lap And Peak Pullin Nate: 1. Refer to the building erection drawings for the spacing of the downspouts. 2. Locate all downspouts over a panel major rib if possible. 3. A field splice is required for eave heights greater than 16'-0". Always measure the required a e: End Lop Fastener Spacing length starting at the swaged end. After cutting to length, Insert the swaged end of the cut Screw patterns shown satisfy U.L 90 downspout into the top of the lower downspout. requirements for roof. 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid point of downspout longer than 10'-6". See DP00011 thru DP00014 for downspout strap fasteners. Driving has been digiWllyelgned. ,`ts u�GG& ,,'' An d • 9 E ; �i ISSUE DATE DESCRIPTION BY CK'D DSN , Jan 22, 20214% - •�' i 0 1/17/21 FOR ERECTOR INSTALL ATION RVL MON ASJ No 54910 omoii HERITAGE 2612 GRIBBLE STREET Allplsll• BUILDING SYSTEMS NORTH ROCKi AR�2114 * . � * �0-643-55 ILITTLE 05 = 'tiimir aavmarsn JOB �AAP0 • PROJECT: 41111 TODD THOMPSON STATE OF '�''•• ..'lolp �W oO�MPP ORNCSEREFMLOD94fiG OWNER: T00D THOMPSON ;Cl O H 1OP,�N2� LOCAfiONR: , CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER I , ;0NA� E�.��� 1/f7/21 N.T.S. 1 A 17-B-92696 DEfB D ireso2aa-2oz3 Page Downspout Strap Attachment DP00011 PBR, RBR, AVP, Vistashadow, & IMP Fully Sheeted Wall oats Rev Feb'17 1 03 Fastener #4A ;-14 x d" SD W/Washer Downspout Strap (1) at F797 2) at F81, F903 F797 — 3k"x4" and 4"x5" Downspouts ( and F1829 F81 — 6"x6" Downspout Fastener #14 F1829 — 8"xB" Downspout ;"O x N" Pop Rivet SS F903 — 9}"x9;" Downspout (1) Per Side at F797 (2) Per Side at F81, F903 Downspout (4" and F1829 PER x5" Shown) Wall Panel Attachment Fastener #4A Downspout Strap 1-14 x r SD W/Washer F797 — 3k"x4" and 4"z5" Downspouts (1) at F797 FBI — 6"x6" Downspout (2) at F81, F903 and F1829 F1829 — 8"x8" Downspout Fastener #14?1D F903 — 91"x97x" Downspout ;"0 x J" Pop Rivet SS Downspout (1) Per Side at F797 (2) Per Side at F81, F903 RBR Wall Panel Attachment (4"x5" Shown) and F1829 Fastener #4A � Downspout Strap ;--14 x W/Wosher F797 — 32"x4" and 4"x5" Downspouts (1) at F797 F81 — 6"x6" Downspout (2) at FBI, F903 and F1829 F1829 — 8"x8" Downspout Fastener #14 F903 — q'x9k" Downspout b"0 x N' Pop Rivet SS Downspout (1) Per Side at F797 AVP istoshadow (2) Per Side at F81, F903 Wall Panel Attachment (4 x5" Shown) and F1829 Fastener #4A Downspout Strap 1714 x b" SD W/Washer F797 — 3�'W and 4"x5" Downspouts (1) at F797 F81 — 6"x6" Downspout (2) at FBI, F903 and F1829 F1829 — 8"xB" Downspout Fastener #14 F903 — QIx9;" Downspout 1}'0 x N' Pop Rivet SS Downspout (1) Per Side at F797 (4%5" Shown) (2) Per Side at F81, F903 IMP Wall Panel Attachment and F1829 PBR Roof Panel Page 'VPR0501C Classic Rake Trim End Lap Installation Detail - 14' Wall Panel May'19 Rev Fastener #4 Fastener #4 ;t14 x b" LL SD W/Washer x LL SD W/Washer Al 3" O.C. (Trim Color, For At L Al At Lap All Profiles (Trim Placement See Details Below) Color) t� Fastener #4 (4) Required At Lap � Fastener # (7) Require At Lap Southern Standard F764 Urethane Tube HW540 ;" Bead Over Tape Seoh Fastener #4 (4) Required At Lap Fastener #1r (7) Required At Lap Southern Large F4150 I S� fastener #4 (4) Required At Lao � Fastener #1� (7) Required At Lap Northern Standard F375 PBR of Panel Fixed Ridge Detail LL SD W/Washer (6) Required Fastener #3 rW/Wa or ri �i llli�ir Urethane Tube Sealant HW540 ;" Bead Rake Trim (Profile PER Roof Panel Varies, Southern Standard F764 Insulation Shown) (Not by Metal Building Manufacturer) 312 Fastener #4 Tape Sealer 1" x " (4) Required HW506 At Lao � Fastener #15 (d) Required At Lap Northern Large F1008 ISSUE GATE DESCRIPTION BY CK'D DSN 0 1/17/21 FOR ERECTOR INSTALIA110N RVL MDN ASJ Die Formed Ridge Cap F52 2° Fastener #4 LL SD W/Washer (6) Required Optional Ridge � \\ I Insulation Trim \7 F684 Peak Purlins Note: Install optional ridge insulation trim F684 as insulation and roof sheeting is being applied. Temporary attachment, If required, is not by metal building manufacturer. HERITAGE Jan 2z, 2°21 ' LE ROCK, E STREET BUILDING SYSTEMS N0�"l`-80a-643555572114 E•m6tlr6d19A � PROJECT: TODD THOMPSON CUSTOMER: 1HOMPSONS REMODELING OWNER: TODD THOMPSON LOCA80N: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1/n/z1 N.Ts. 1 A 17-B-92696 DET9 2612 °revnn8 ees teen alvneib sianea. No 54910 V: �Q STATE OF :II& l <ORlQ00t%N6$ 0 rage PBR Roof Panel - Classic Southern Standard and Southern Large Gutter WPRO Sheeted Wall Date May'19 Fastener 4 Note "A" # Screw must be Installed through the Tape I-14 x J" Ta Sealer HW506 Sealer to ensure a water tight connection. LL SO W/Washer pe 6" Long Gutter Support PBR Panel Section A Gutter Support Standard F893 (shown) Large F3357 attached with (3) Fastener #4 J-14 x b" LL SO W/Washer (See Erection Drawings for Spacing) Eove Gutter Standard F760 (Shown) Large F4130 Eove Trim F2955 Without Closure astener #14 b'0 x X 3'-0 O.C. With Closure Fas rener14A V e x i t'-0o.C. See Sheeting Layout Fastener #4 —14 x a' LL SO W/Washer at 1'-0 O.C. Fastener #3 12-14 x 14" LL SO W/Washer at 5"-7"-5" O.C. Inside Panel Closure HW455 with Continuous Tape Sealer HW506 top and bottom —Note "A" Fastener #14A 5'-0" O.C. Fastener #17A 12-14 x 1I" SO W/Washer "Optional' Outside Panel Closure (See GD06002) PBR Roof Panel - Southern Standard And Southern Large Classic Rake Trim - Sheeted Wall Fastener #4 -14 x b" LL SO W/Washer At 1'-0' O.C. Rake Trim Standard F764 (Shown) Large F4150 Fastener #17A 12-14 x 1r SO W/Washer Sheeting Angle RA1 ��mr.Tatn� Outside Panel Closure See GD06003 Rake Trim Fastener #4A t-1a x b° so w/ Washer At 1'-O" O.C. t dard For Roof Runs 100'-0° Or Less Roke Trim Rake Slide Trim F215 / Fastener #4A Outside Panel -14 x b" SO W/ Closure Washer At 1'-0" O.C. See GDO6003 Alternate For Roof Runs Greater Than 100'-0" i Fastener #4A SD W/Washer At Wall Panel High Ribs Peak Boz as Chart) Fastener #17A 12-1a x 1t" SO W/Washer Sheeting Angle RA1 Outside Panel Closure See G006003 Fastener #4A -14 x b" SO W/Washer At Wall Panel High Ribs rage PBR Roof Panel GPRO5001 Peak Box At Fixed Ridge Date Rex Jul'20 07 Fastener #4 4-14 x d' LL SO W/Washer (8) Required I Peak Box I _ J (See Chart) 1 I ARake 1 1 —® ®- Note: Flashing prof le varies dependent on the building order. Attachment as illustrated Is applicable for all profiles. Fastener #4 14 x b" LL SD W/Wosher 10) Required d2' HW506 eater 1" x Fastener Placement Rake Trim Tdm Profile Roof Panel Lacatlon SaNem Standard Cascading F1519 Classic F160 :ontoured F2219 Signature F918 Etlgeaafl SL <='1• F6028 Edgecmfl vp<= 30 F6038 (Top Wew) Nodhem F1585 F1672 F1760 F4153 F381 F1024 F2286 F2372 F2460 F3853 F236 F1018 F8029 F6030 F6031 F6037 F6038 F6039 ores,ne he: oee"mmlanvsion.a. E• � DATE DESCRIPTION BY CK'0 OSN HERITAGE Jan 22, 2021-% 1/17/21 FOR ERECTOR INSTALLATION RVL MON ASJ 2612 GRIDDLE STREET No 54910 LE ROCK, AN BUILDINGSYSTEMS NORTH D 00-6443-55 572114 *: •'* aceasarv�v = PROJECT: TODD THOMPSON STATE OF Al AU CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON +�'� • :C� Q'•' LOCATION: FORT PIERCE, FL,34946 ��j • OR , O•le `` CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEr NUMBER ISSU 4 . ;DNA#111„' tt 1/17/21 N.T.S. I A 17-8-92696 DEf10 0 ixpires 02-28-2023 PBR Roof Panel - Southern Standard and Southern Large Low Eave Rake Corner with Eave Gutter- 14"Wall Panel PBR Wall Panel Outside Corner - On Module '19 Screw Application Tape Sealer - HW506 Mitered Rake Trim Standard F764L (Shown) F764R (Opposite) Larne F4150L (Shown) F4150R (Opposite) Fastener r - -14x9' ILL SD W/Washer Rake Trim to Roof Panel 1'-0 O.C. max. Fastener #4 } 14x J'LL SD W/Washer 3" O.C. max. Fastener #14 a„m x N1 2" O.C. max. (9) at Standard (10) at Large N o� Trim Lap Fastener #14 de x" Pop Rivet SS (4 Per Lap) Fastener #4A SD W/Washer (2 Per Lap) Standard Grade Description Fastener Number Application 1/4"-14 x 7/8" Type 2 4A Stitch & Trim Screw 12-14 x 1 1/4" Type 2 17A Member Screw (Up To 4" Insulation) 12-14 x 1 1/2" Type 2 17B Member Screw (Up To 6" Insulation) a c cut al P8R Panel � �jf' Notch to allow Roake Trim to verlap lip of „ Gutter - Long Life Mitered Eave Guttery Field Cut Flush Fastener Standard with Face of Panel Description Number Application F760R (Shown) or Trim 1 4'-14 x 7 8' Type 1 4 Stitch & Trim Screw StandarEnd Cop F760L (Opposite) / / YP F76Shown) F4 30R (Shown) I 12-14 x 1 1/4" Type 2 3 Member Screw F761L (Opposite) F4130L (Opposite) (Up To 4" Insulation) Field Det rmine Larne Fastener #4A F4131R (Shown) Fastener y14 J-14 x J' SD W/Washer 12-14 x 1 1/2" Type 2 3A Member Screw F4131L (Opposite) b"0 x AM 1'-8" O.C. (Up To 6" Insulation) End Cap 2" O.C. max. Gutter (12) at Standard (14) at Large � — _ Steel Line 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install Field Cut Panel Cap at a field determined distance in from the end of the Gutter As Required Inspect after installing and seal any gaps with Tube Sealant. 1" Standard 2.) Attach Eave Gutter to Roof Panel locating end past face of q' Large Panel or Trim. (See Gutter Placement) 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Steel Face of Panel Trim as shown. Apply Tube Sealant along edges to seal. Outside Corner Trim Line or Trim F830 4.) See Eove and Rake Construction Details Included with Erection Gutter Placement Drawings for attachment of Eave Gutter and Rake Trim to Roof and Walls. DATE DESCRIPTOR BY Dx'D DSN HERITAGE Jan 22` 2°?' % 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ BUILDNGSYSTEMS Fill 7 Na Le0o-643N5rrLE ROCK, 5 572114 emeue.a,rr,� :'.o Flo- Fill All PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 6SL 1/17/21 N.T.S. 1 A 17-B-92696 DET11 0 2s12 cRI9eLE sTREEr oavn"a naa Haan aianany elanaa. No 54910 * :1k STATE OF :•�/ ge ge uo PBR Roof PsGPR07004 YaWPR04003 Parapet Cap Trim Detail "GD15001 Parapet Rake At Sheeted Wall Dale Rev PBR Roof -Gutter Expansion Installation - 100'-0" Maximum Date Rev ate ev. p Apr'19 08 May'19 05 PBR, PBU, AVP, RBR &RBU Wall Panel Nov'15 1 02 Wall one \ (PBR SI Urethane Tube Se HW540 (2) 4" I Sheeting Angle RA3 Steel Line Optional 5'-0" of Tape Sealer �' x K' HW507 at Each Panel Side lap Inside Panel Closure HW455 — PBR HW459 — PBU HW464 — AVP/Wstashadow With Tope Sealer �" x 3T[" HW507 �— on top and Bottom Fastener #17A 12-14 x 14" SO W/Washer as Wall Panel Fastener Location Detoil Note #1 for Spacing Requirement) Transition Trim F852 Fastener #4 1-14 x a" LL SD W/Washer at 6" O.C. Tape Sealer 1" x jr HW506 Continuous Roof Member Fastener #17A 12-14 x IT' SD W/Washer (2) at Each Roof Member er #4 b" LL SD W/Washer Field cut Panel and Bend cul Edge up Alternate Detail PBR Roof Panel This end only Cover (See Table) Gutter Gutter End Cap Expansion Cover Expansion Cap Southern Standard F760 F761 (12) Fastener #14 F643 F635 Southern Large F4130 F4131 (14) Fastener #14 F4 002 F4132 Northern Standard F391 IF392 (15) Fastener #14 F656 F658 Northern Large F883 IF894 (17) Fastener #14 F641 F629 ISSUE DATE DESCRIPTION BY CN'D DSN 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ (6) Fastener #4 One bead of Tube 4-14 x N" LL SO W/Washer Sealant at lap tier ble) (4) Fastener #14 �" xg" Pop Rivet ner #14 only Lao Fastener #18}-14 x 14" at 2'-0 O.C. Parapet Cap Trim F3530 End 2" Minimum End Lap, Field Miter at corners & (1) Fastener #4 End Cap F3531 at terminations. 4-14 x b" LL SO W/Washer Only at Cap Trim end lap parapet Cap Trim F3530 At 10" & 1'-0 Channels: Parapet Channel Girt F3532 Cap Trim Support Fastener #17A Hold Trim 12-14 x 14" above Channel SD W/Washer 5"-7"-5" O.C. at PER 5"-7"-5" O.C. at PBU 1'-0 O.C. at AVP Fastener #17A 1'-0 O.C. at RBR 6" 12-14 x IT' 6" O.C, at RBU at 10" & SD W/Washer V-0 Channels 5"-7'-5" O.C. Fastener #4A only Fastener #4A SO W/Washer 4-14 x 9' SO W/Washer "Optional" Outside I I -0 O.C. Panel Closure "Optional" Outside (See GDO6002) I Panel Closure (See GDO6002) PBR or PBU Bock Panel /'�I ` Optional" max. PBR, PBU, AVP, RBR, J I I of Tape Sealant or RBU Wall Panel I Girt HW507 at each each panel FI I sidelap above Roof o,�w"rh"sc:e"arensllrslanaa. EfY• .= �. Jan 22, 2021� • HERITAGE 2612 GRIBBLE STREET NO 54910 BUILDWGSYSTEMS NORTH LITTLE ROCK, AR 72114 *: •�* 1-800-643-5555 • �. BmAtl�hd14A =.� � � PROJECT: TODD THOMPSON A111111'g,'ItIll TATE OF .� k/ CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON FORT PIERCE, FL,34946OR1O•• �`1,,DATE SCA1E PHASE BUILDING ID JOB NUMBER SHEET NUMNAe��`� 1/17/2t N.T.S. 1 A 17-D-92696 DET12res02-2a-2023 Parapet - Termination 10" and greater from Parapet Column Detail Parapet Channel Girt 1 Parapet —ll Column II II See CF01123 II Girt II II II II Clip CL292 or PC30_ —' � I (1) Fastener #12A 12-14 x 1" P.H. DP3 �p at each end First Girt below roof Tine (2) YO Bolts Parapet Channel Girt '— 10" Termination See Column Detail 1 for Clip Piece Mark Parapet Column — / (2) Fastener #12A 12-14 x 1" P.H. DP3 Channel girt leg Detail "A" Open Cee Channel (2) Fastener #12A ] 12-14 x 1" P.H. DP3 Channel girt leg I I Detail "B" (Termination at girt shown. Termination at top of Faye Strut similar) First Girt —t below roof line CL50 with (2) � Fastener #12A each leg Detail "B" f03004 PER Roof Panel Rev Endwall Parapet Rake 19 02 PER Or PBU Back Panel (PRR Shown) Fastener #4 II 4-14 x b" LL SO W/ Washer Open Cee Channel Urethane Tube Sealant HW540 (2) �' Beads Trim Lao Detail Sheeting Angle RA3 Fastener #17A 12-14 x 1#" SD w/wasnar (2) At Each Purlin Field Cut Panel And Up Bend Cut Edge Alternate Detail Minimumm See Parapet Cap Trim Detail CD15001 — PBR, PBU, AVE, RBR And RBU Wall Panel GD15002 — ShodowRib Wall Panel Optional Outside Panel Closure See CD06002 PBR Or PBU Back Panel Optional 5'-0" Max. Length Of Tape Sealer r x HW507 At Each Sidelap Above Roof Inside Panel Closure HW455 At PBR Panel HW459 At PBU Panel With Tape Sealer x HW507 Top And Bottom Fastener #17A 12-14 x If' SO W/Wosher Parapet Rake Trim F852 Fastener #4 J-14 x r LL SD W/Washer At 6" O.C. H°W506ealer 1" x $s" DATE DESCRIPTION BY CK'D DSN :Jan 22, 2021 ti 1/17/21 FOR ERECTOR INSTALLATION RV- MDN ASJ HERITAGE 2612 CRIPPLE STREErFTLE ROCK, ' BUILDWGSYSTEMS NORTH 0a-643-55 5�2114 *: amaws,umrs �'fl PROJECT: TODD THOMPSONAN CUSTOMER: THOMPSONS REMODEUNG OWNER: TODD THOMPSON '� LOCATION: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSI 1/17/21 N.T.S. I A 17-B-92696 DEF13 0 or"wm" ha: oern meaally ��anea. .�U/IIHn_ ��OR No 54910 STATE OF 1Moo *c Page I Page Page PBR Wall Panel - Four Sided Framed Opening - Trim Installation with Field 1 PW06022 PBR Wall Panel - Four Sided Framed Opening PW06023 PBR Wall Panel - Four Sided Framed Opening 1 PW06024 Notch Panel at Head Trim Date Rev Field Notch Panel at Head Trim Date Rev Trim Installation With Field Notch and Bend Tabs at Head Trim Date Rev Mar'20 1 05 Mar'20 1 05 1 1 Mar'20 1 06 1Nate.: Trim Installation can be done by Field Notch Panel as shown on PWO6022 & PWO61123 4$ with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PWO6025, Opening Width + 6" (+2" Lap when read) 3" Opening Width 3" See PWO6023 & PWO6027 F� , r" L Head Trim F481 See aPW06030 Note: Fastener #14A a" x Pop Rivet For "Optional" at 20' O.C. at Cold Form Channel Closure Trim OR see PWO6028 ` Fastener #16 i 12-24 x 1}" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled s a, Bead of HW540 Tube Caulking .__ from Header to Sill (see section) + 0 2" Lap with (2) Jamb Trim F482 Jamb Trim F482 Fasteners #14 or Alternate F484 or Alternate F484 b x Pop Rivet THead, Sill & Jaa atmb Trim when Fastener #4A required. Field notch IF See }'-14 x J' SO W/Washer as req'd. o PWO6029 at l'-0 O.C. at Panel Rib See (2) Fastener #14 PW06030a a" x it" Pop Rivet at Tabs " See PW06026 rJ " a SIII Tarim F848 a & PWO6027 OF (2) Fastener #14 1 �.. Opening Width Ik" a" x (}" Pap Rivet at Corners Field Cut and Remove Opening Width + 3" Opening Width + 6" (+2" Lap when req'd) —401 Note: All trim is to be tN_ote—t_ Field measure Opening Width Installed BEFORE blanket and Height before making field cuts Insulation Is applied to walls. and adjust cut dimensions accordingly. IN2tg: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PWO6023 DR with Field Notch and Bend Tabs at Head Trim as shown on PWO6024 & PWO6025. Opening Width + 6" (+2" Lap when req'd) Head Trim F481 I Front View 2" Lap with (2) Fasteners #14 End View N" x N' Pop Rivet and HW540 Caulking Width 3" Head Trim F481 as PW06027 for Jamb Trim fieId cut detail Jamb Trim F482 or Alternate F484 3--1 /- Field notch Panel / at Head Trim +Caulk with HW540 II I at these edges fter installation Ir Fastener �{74A b" x �" Pop -� Field cut Panel Rivet at 20' O.C. at Cold Form OR Fastener #16 12-24 x 4' Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled Note: Panel position is shown with JLate: All trim is to be Panel Rib and Opening on l'-0 module. installed BEFORE blanket Location of Rib may vary depending on insulation is applied tR walls the Opening Width and location. Field PP measure before cutting Panel and Trim. m Trim Installation can be done by Field Notch Panel as shown on PWO6022 & PW06023 Q$ with Field Notch and Bend Tabs at Head Trim as shown on PWO6024 & PWO6025. Ooenino Width + 6" (+2" Lao when read) Field Cut Remove Opening Width + 3" 1 Opening Width 1" M Head Trim F481 See aPW06030 Fastener /�14A �" x �" Pop Rivet at V-8' O.C. at Cold Form OR Fastener #16 12-24 x q' Pancake SD DP5 W/O Washer at 1'-8" O.C. at Hot Rolled Bead of HW540 Tube Caulkins m from Header to Sill (see section) o Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 See PW06029Fastener #4A a' 14 x a" S' W/Washer at 1' 0" O.C. See at Panel Rib PWO6030 a SIII Trim F848 1 Opening Width 1.. Field Cut ] Remove Opening Width + 3" Opening Width + 6" (+2" Lap when req'd) See PW06025 & PW06027 - Field Notch and Bend 1k" Tab be Jamb Trim. Attach with Fastener #14 d' x Pop Rivet. See PWO6025 for details. Note: For Optional Channel Closure Trim see PW06028 2" Lap with (2) Fasteners #14 a" x {�" Pop Rivet Typ t Head, SIII & Jamb Tr when required. Field notch as req'd. (2) Fastener #14 �" x Pop Rivet at Tabs See PW06026 & PW06027 (2) Fastener #14 d" x 1�" Pop Rivet at Corners Note: All trim is to be Note; Field measure Opening Width Installed BEFORE blanket and Height before making field cuts insulation Is applied to walls. and adjust cut dimensions accordingly. DATE DESCRIPTION BY CK'D DSN - .hail 22 ?B21 '17/21 FOR ERECTOR INSTALLATION RVL MDN SiAHERITAGE 2612 GRIBBLE STREEr BUILUNGSYSTEMS NORTH ROCKt AR 572114 lk �mmwesrun IMP PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON LOCATION: FORT PIERCE, FL,34946 rrr CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSU 1/17/21 NITS. 1 A 17-B-92696 DET14 0 o,sw"s nes naa" e�auany sisnea. air S-rA-rE Page Page Page PBR Wall Panel -Four Sided Framed Opening PW06028 PW06029 PBR Wall Panel - Four Sided Framed Opening PW06030 PBR Wall Panel - Four Sided Framed Opening - Jamb Trim Installation Dafa Rev Optional Channel Closure Trim Dos Roo Date Rev Head and Sill Trim Installation Sep'16 Mar'20 D5 Sep'16 02 Opening Width + 7" (+2" Lap when req'd) PBR Wall Panel Fr- 3k Opening Width 3k" Fastener #17A 2-14 x 11" SO W/Washer at 5"-7"-5" O.C. 0 o at Cold Form Fastener #14A �" x a" Pop OR Rivet at 1'-B" O.C. at Channel Closure Trim Jamb Fastener #67 12-24 x W SD DP5 W/Washer Cold Form OR See Fastener #14A d" x �" Pop Rivet ( Cold Form shown at 5"-7"-5" O.C. at Hot Rolled Fastener 16 # PWO6030 a at 1'-8' O.C. at Cold Form Hot Rolled similar) I wna 12-24 x 14" Pancake SO CPS OR 4,,j W/O Washer at 1'-8" O.C. Fastener #16 at Hot Rolled Fastener #14A d" x Pop Rivet 12-24 x 14" Pancake SD DP5 "Optional" at 1'-8" O.C. at Cold Form W/0 Washer at 1'-e" O.C. Channel Closure Trim a OR at Hot Rolled See PW06028 for details. Optional Header n »• r Fastener 16 # Double Sided Tape" Head Trim F481 Channel Closure Trim (Cold Form shown rn 12-24 x 1 Pancake SD DP5 (Not by building Mfg) See PW06028 for details Hot Rolled similar) i W/0 Washer at 1'-8" O.C. at Hot Rolled Blanket Insulation #" Bead of HW540 Tube Caulking n1O - Channel Closure Trim P (Header to Sill) + v Head, SIR &aJamb _ when required. Field / z + Q Channel Closure Trim cut to length if / /an _ See regal and notch. i / / i c c - PW06029 ane' c x° c oSeea J� Optional PW06030 a PBR Wall Panel Field Cut Wall Panel Channel Closure Trim Sill p Sill Trim F848 See PW06028 for details (Cold Form shown N2tg:Terminate Blanket Insulation Hot Rolled similar) Channel Closure Trim at Jamb Trim Opening Width o g Field flatten Trim leg when required Optional Fastener #4A Channel Closure Trim Piece Mark Jamb Trim F482 (shown) I"-14 x SO W/Washer Channel Closure Trim at Jambs F981 - 8" Member F2993 - 10}" Member or Alternate Jamb Trim F484 at 1'-O" O.C. at Panel Rib or F2994 - 81" Member F169 - 12" Member Field cut and remove _ F982 �3 10" Member F2995 - 12' Member }' #op Fastener 17A Fastener #14A x a" Pap 12-14 x 14" SD W/Washer Rivet at 1'-8' O.C. at at Sat 'Form Cold 2k' Field cut and remove Note. All trim is to be Cold Rorm 'I 1" Field bend 1" tab up 90 degrees installed BEFORE blanket OR Fastener 16 # insulation is applied to walls. Fastener #67 12-24 x 1h Pancake CPS GJJ 12-24 x 1 SO DP5 W Washer / " W/O Washer at 1'-8" O.C. Channel Trim Note: Field measure Opening Width P 9 Alternate Jamb at 5"-7"-5" O.C. at Hot Rolled as at Sill hewn and Height before making field cuts Trim F484 Profile at Hot Rolled 3}" at Header similar and adjust cut dimensions accordingly. Note, Panel position is shown with Panel PBR Wall Panel Note: All trim is to be Note, The Interior leg of the Channel Closure Rib and Opening on 1'-0" module. installed BEFORE blanket Trim is to be oriented (±1/8") to match the Note• All trim is to be Location of Rib may vary depending on insulation is applied to walls End Cut Detail installed BEFORE blanket the Opening Width and location. Field Interior leg of the Header or Jamb. insulation is applied to walls. measure before cutting Panel and Trim. Drawing has been diebaM signed. is to M now ISSUE DATE DESCRIPTION BY CK'D 05N ' - •• -ry don 22, 2029 : HERITAGE No 549110 _an 0 1/17/21 FOR ERECTOR INSTALLATION RVL MON ASJ STREET ROC BUILDING SYSTEMS NLIT LE '2114 NORTH = '* 1-800-6443-5555 = see amw.eadurx r'R3 an PROJECT: TODD THOMPSONw CUSTOMER: THOMPSONS REMODELING OWNER: TODD THOMPSON �' j P`.�; LOCATION: FORT PIERCE, FL,34946 ®� CAD DATE SCALE PHASE BUILDING 10 JOB NUMBER SHEET NUMBER ISSU 7jsbmSVISS 11 N.T.S. / 7/21 A 17—B-92696 DET15 0 T,es®2-28.zaza PBR Wall Panel - Four Sided Framed Opening - Field Notch and Bend Tabs PW06025 at Head Trim Date Rev Mar'20 1 05 Nate. Trim Installation can be done by Field Notch Panel as shown on PWO6022 & PWO6023 QB with Field Notch and Bend Tabs at Head Trim as shown on PWO6024 & PW06025. *Field Cut Remainder and Remove DDenina Width + 6" (+2" Lap when read) *Opening Width + 3" 1 *Opening Width Head Trim F481 I *Nate: Field measure Opening Width and cut Head Trim to required length. Front View See End Cut Detail 2" Lap with ( Fasteners d" z fTs" Pop Rivet and HW54040 Caulking V End V'ew 1}" Opening Width Do not cut or Note: All trim is to be remove back leg Installed BEFORE blanket Insulation is applied to walls Bend 1�" Tab 1} down 90 degrees Panel position shown with Panel �I Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on Field Cut the Opening Width and location. Field and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) width 1}"' Field Notch and Bend 1}" Tab behind Jamb Trim. Attach with Fastener #14 d" x iJ" Pop Rivet 0 0 Head Trim F481 � See PW06027 for Jamb -� Trim field cut detail Jamb Trim F482 or Alternate F484 Fastener #14A �' x �' Pop Rivet of 1'-8 O.C. at Cold Form OR Fastener #16 12-24 x 4' Pancake SD DP5 W/0 Washer of 1'-8 O.C. at Hot Rolled WIAfV� Field cut Pooel PBR Wall Panel - Four Sided Framed Opening irou PW06026 Sill Trim Installation Dais Rev Mar'20 04 *Note• Field measure Opening Width + 6" (+2" Lap when req'd) Opening Width and cut Sill *Opening Width + 3" Trim to required length. *Field Cut Remainder and Remove Jamb Trim F482 i ernate F484 Field cut 2" tab and bend up 90 degrees under Sill Trim SIII Trim F848 Caulk wkh HW540 at this edge after Installation Corner Detail Jamb Trim F482 or Alternate F484 Field cut 2" tab and - bend up 90 degrees under SIII Trim (2) Fastener #14 d" x A" Pop Rivet at Tab SIII Trim F848 N (2) Fastener #14 J d" x j Pop Rivet at Corners Opening Width Opening Width + 3" P. I1k*ODenina Width Width Sill Trim F848 Tap View 2" Lap with HW540 Caulking ISSUE DATE DESCRIPPON BY CK'0 DSN 0 1/17/21 FOR ERECTOR INSTALLATION RYL MON ASJ PBR Wall Panel - Four Sided Framed Opening Jamb Trim Field Cut Details I I Alternate Jamb Trim F484 Too View Field Cut and Remi io 3 Side View at Head Trim �n m Field cut 2" tab and bend - up 90 degrees o to fit under SIII Trim Side V'ew at Sill Trim j4ote: Field measure Opening Height before making field cuts and adjust ut dimensions accordingly so that Jamb Trim fits to Head and SIII Trim. HERITAGE BUILDINGSYSTEMS Btlr5W6 Be!IF PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REMODELING LOCA710N: FORT PIERCE, FL,34946 CAD DATE SCALE PHASE 1/17/21 N.T.S. 1 Jamb Trim F482 Too View Jamb Trim F482 and Mar'20 104 (2) Fasteners #14 tl" x" Pop Rivet t lap 2" Lap when required. Field cut and notch as required. Field cut 2" tab and bend up 90 degrees to fit under SIII Trim Alternate Jamb Trim F484 Front View Right Jamb Trim as shown Left Jamb Trim opposite hand Davnne Was Wean msnalw aisaae. Jan 72, 2M S 2612 GRIBBLE STREETWW NORTH LRTLE ROCK, AR 72114 1-800-643-5555 a •� : 'te S7A7E OF :�[re OWNER: TODD THOMPSON ��®��`?'�� )LNG ID JOB NUMBER SHEET NUMBER ILZS A 17-8-92696 DET16 1) i D2-2B-= roue PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field 1 PW07022 Notch Panel at Head Trim Date lRev Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PWO7023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PWO7025. Opening Width + 6" (+2" Lop when req d) 3" Opening Width 3" Head Trim F481 See PW07030 °' Fastener #14A d" x �" Pap Rivet at a P-8 O.C. at Cold Form OR Fastener #16 N 12-24 x W SD Pancake DP5 W/O Washer + at 1'-8 O.C. at Hot Rolled N Bead of HW540 Tube Caulking m from Header to Floor (see section) L Jamb Trim F482 Jamb Trim F482 � or Alternate F484 or Alternate F484 See PW07029 Finish Floor Line Opening Width 0 See PW07023 & PW07027 Note: For "Optional" Channel Closure Trim see PW07028 � 2" Lap with (2) Fasteners #14 N' x J" Pop Rivet Typ at Head & Jamb Trim when required. Field notch a as required, e Note: All trim is to 6e Head Trim F481 See PW07030 °' Fastener #14A d" x �" Pap Rivet at a P-8 O.C. at Cold Form OR Fastener #16 N 12-24 x W SD Pancake DP5 W/O Washer + at 1'-8 O.C. at Hot Rolled N Bead of HW540 Tube Caulking m from Header to Floor (see section) L Jamb Trim F482 Jamb Trim F482 � or Alternate F484 or Alternate F484 See PW07029 Finish Floor Line Opening Width 0 See PW07023 & PW07027 Note: For "Optional" Channel Closure Trim see PW07028 � 2" Lap with (2) Fasteners #14 N' x J" Pop Rivet Typ at Head & Jamb Trim when required. Field notch a as required, e Note: All trim is to 6e Note: Field measure Opening Width Installed BEFORE blanket and Height before making field cuts insulation is applied to walls, and adjust cut dimensions accordingly. PBR Wall Panel - Three Sided Framed Opening Field Notch Panel at Head Trim Page a PW07023 PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07024 eta Rev Notch and Bend Tabs at Head Trim Dale Rev Mar'20 05 Mar'20 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+2" Lap when req'd) Head Trim F481 I Front View 2" Lap with (2) Fasteners #14 End View a" x J" Pop Rivet and HW540 Caulking Opening Width 3" Jamb Trim F482 or Alternate F484 Field notch Panel at Head Trim Fastaener �/14A d" x �" Pop -I Field cut Panel Rivet t 20' O.C. at Cold Form OR Fastener #16 12-24 x ii" SD Pancake DP5 W/O Washer at 1'-8 O.C. at Hot Rolled Note: Panel position Is shown with Note: All trim is to be Panel Rib and Opening on 1'-0 module. Installed BEFORE blanket Location of Rib may vary depending on insulation Is applied to walls the Opening Width and location. Field PP measure before cutting Panel and Trim, ISSUE GATE DESCRIPNON BY CK'D DSN 0 1/17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW070251 Oneninn Wid}h + 6" (+2" I nn when renal Field Cut - Remove Opening Width + 3" Opening Width See P N07025 07027 Jotch and Bend fib behind Jam b Attach with #14 b" x{�" rust. Sae )25 for details. op with (2) m.. Faster Fastener #14A a" x J' Pop Rivet Pop F at 1'-8 O.C. at Cold Form PW071 OR Fastener #16 12-24 x 4' Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled x {" Bead of HW540 Tube Coulkin from Header to Floor (see section) o Jamb Trim F482 Jamb Trim F482 2" I or Alternate F484 or Alternate F484 Fasi d" A" Pop Rivet eners #14 at Head & b Trim when fired. Field no squired. ) el Closure Trim ptional" W07028 Note: Ail trim is to be Nota: Field measure Opening Width Installed BEFORE blanket and Height before making field cuts sulatian is applied to walls. and adjust cut dimensions a cordingly. HERITAGE ��' za2�, 26f2 LRIRTTLE OC STREET BUILDING SYSTEMS NORTH 800-643N55572114 #:_ amaw Mst ='®: STME PROJECT: TODD THOMPSON e. CUSTOMER: THOMPSONS MODELING OWNER: TODD THOMPSON ' 'o iy4 LOCATION: FORT PIERCE, FL,J4946 CAD DATE 1/17/21 SCALE N.Ts. PHASE 1 BUILDING ID A JOB NUMBER 17—B-92696 SHEET NUMBER DET17 IS91 D orewes naa near e�auaM aisaaa. tales �4��® ik �* PBR Wall Panel - Three Sided Framed Opening - Field Notch and Bend PW07025 Tabs at Head Trim Date Rev Mar'20 1 05 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 M with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. *Field Cut Remainder and Remove Oneninn Wid}h + 6" (+2" Lao when rea'd1 *Opening Width + 3" 1„ *Opening Width Head Trim F481 I Front vew See End Cut Detail 1 }„ *Note: Field measure Opening Width and cut Head Trim to required length. II ---F{---2" Lap with (2) Fasteners #14 End e a" x 4" Pop Rivet and HW540 Caulking Do not cut or Note:. All trim is to be remove back leg installed BEFORE blanket Insulation Is applied to walls Bend 11' Tab 1f down 90 degrees Note: Panel position is shown with I Panel Rib and Opening on V-0 module. Location of Rib may vary depending on Field Cut V the Opening Width and location. Field and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Width 1�„ Field Notch and Bend 1�" Tab behind Jamb Trim. Attach with Fastener #14 a" x A" Pop Rivet Head Trim F481 —( / See PW07027 for Jamb J Trim field cut detall Jamb Trim F482 or Alternate F484 — Fastener #14A a" x a" Pop Rivet at 1'-8 O.C. at Cold Form OR Fastener #16 12-24 x 1k" Pancake SD DP5 W/O Washer at V-8 O.C. at Hot Rolled PBR Wall Panel - Three Sided Framed Opening I PWO(02( Jamb Trim Field Cut Details Date Rev Mar'20 1 04 1 k" Alternate Jamb Trim F484 Too View Field Cut and Remove A. Side V'ew at Head Trim Side Mew at Floor Line Note: Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. 1}„ Jamb Trim F482 Too View (2) Fasteners #14 a" x & Pop Rivet at lap 2" Lop when required. Field cut and notch as required. Jamb Trim F482 and Alternate Jamb Trim F484 Front View Right Jamb Trim as shown Left Jamb Trim opposite hand ISSUE DATE DESCRIPTION BY CK'D DSN 0 1/17/21 FOR ERECTOR INSTALIATION RVL MDN ASJ Finish Flaor Line PBR Wall Panel - Three Sided Framed Opening "Optional" Channel Closure Trim aneninn width + 7" /+2" 1 on when ren d1 3j) Opening Width 3 " Mo 0 Channel Closure Trim See PWO7030 Fastener #14A a" x a" Pop Rivet at 1'-8" O.C. at Cold Form OR .. Fastener #16 rn 12-24 x A" Pancake SO DP5 i W/O Washer at V-8 O.C. at Hat Rolled Channel Closure Trim Channel Closure Trim See PY107029 Finish Floor Line 1" Field bend tab down 90 degrees 2" Lap typ of Head &Jam required. Field b wut en too length It th and req'd notch. 2�" Field cut and remove 0 bona Channel Closure trim Pie Mark Channel F981 8' Member F2993 10j" Member V Closure Trim F2994 8}' Member F169 12' Member \�JI F982 — 10" Member F2995 — 12�' Member Field cut and remove Channel Closure Trim at Jambs W End Cut Detail HERITAGE BUILDING SYSTEMS P 6Hrbd19N PROJECT: TODD THOMPSON CUSTOMER: THOMPSONS REM00EDNG LOCATION: FORT PIERCE, FL,3494fi CAD GATE SCALE PHA 1/17/21 N.T.S. 1 Note: All trim Is to be Installed BEFORE hlanket Insulation Is applied to walls. Note: Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. Note• The interior leg of the Channel Closure Trim is to be oriented (±1/8") to match the interior leg of the Header or Jamb. Jan 2212MI 1 _ 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 1-800-643-5555 OWNER: TODD THOMPSON +, 'i rr LING ID JOB NUMBER SHEEP NUMBER LSII A 17—B-92696 DET18 I17a orevnng 6es been tligilaly algnetl. wQ rI Page PBR Wall Panel - Three Sided Framed Opening - Jamb Trim Installation DatPW07R29 PBR Wall Panel - Three Sided Framed Opening ate v Head Trim Installation Fastener #14A d" x �" Pop Rivet at 1'-8" O.C. at Cold Form OR Fastener #16 12-24 x 14" Pancake SO DP5 W/0 Washer at 1'-8" O.C. at Hot Rolled Double Sided Tap, (Not by Building Mfq) Blanket Insulation PBR Wall Panel —� Note:Terminate Blanket Insulation at Jamb Trim Field flatten Trim leg when required � Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PW07028 for details. �" Bead of HW540 Tube Caulking (Header to Floor) J Field Cut Wall Panel Opening Width Alternate Jamb Trim F484 Profile Note: Panel position is shown with Panel Rib and Opening on 1'—O" module. Note: All trim Is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation Is applied to walls. measure before cutting Panel and Trim. PBR Panel Fastener #17A 12-14 x W SO W/Washer At 5" — 7" — 5" D.C. At Cold Form Members Or Fastener #67 12-24 x 4' SO DP5 W/Washer At5"-7"-5"O.C. At Hot Rolled Members Head Trim F481 A x _ o 0 SL Oct'19 1 03 Fastener #14A Pop Rivet SS O.C. At Cold Formed Members Or Fastener #16 12-24 x 1j" Pancake SD DP5 W/0 Washer At 1'-8" O.C. At Hot Rolled Members Header (Cold Form Shown Hot Rolled Similar Finish Floor "Optional" Channel Closure Trim See PW07028 For Details, DreWng M1ee been tligifelly signetl. DATE DESCRIPPON BY DRD DSN HERITAGE �" �' 25211 Z � '17/21 FOR ERECTOR INSTALLATION RVL MDN ASJ 2s1z cRiseLE sikEEr ' tTalaD ����� BUILDING SYSTEMS NOR H 1-800-643-5555 EM16W6.d19N ]t . wo• : PROJECT: TODD THOMPSON STATE OF 4VZ CUSTOMER; THOMPSONS REMODELING LOCATION: FORT PIERCE, ft,34946 CAD DATE SCALE PHP 1/17/21 N.T.S. 1 OWNER: TODD 7HOMPSON IINC ID JOB NUMBER SHEEP NUMBBt ', A 17-8-92696 DET19 Field Service Procedures Authorization For Corrective Work Unloading Handling And Storage Roof And Wall Panels Roof And Wall Panel Damage During Construction In Older To Giro You Prompt Services And Keep Problems To A Minimum, Normal Erection Operations Include Be Correction Of Minor Misfits By Amounts Of STRUCTURAL Manufacturer's Roof Md Wall Panels Include Color Cooled, CaiBums, Be Quality Of Workmanship In Sted Construction Practices And Handing Methods Please Handle My Shortages G Back Charges In The Following Manner. Reeding, Chipping, Wilding Or Cutting And Be Drawing Of Bments Into Line A Great Amount Of how And Trouble Can Be Send if Be Building Parts Me All Unloading laadin Galvanized, Provide Excellent Service Under Widely Varied Codilms. AI n g Used During The contractor Of Be Meld Building Can Significantly Affect Be 1. carefully Check Your Packing nsl Mile Unloading. Through Be Use Of Drift Pins. Errata That Cannot Be Contacted By The Foregoing Upended! At Be Building Site According To A Pre —Arranged Pon. Proper Location And Erection Pessimist Should Fully Understand Thal These Panels Me Quality Appearance Md Performance Of Be Building Panels. Panel Damage During 2. Mad My Items Welch Appear To He Musing And Notify The Field Means U M16 Require Major Changes In The Member Configuration Should Be And Handling Of Components Will Blminate Unnecessary Handing. Merchandise, Which Merits Cautious Care And Handling, construction Can Be The Result Of Faulty Installation Methods Md/or Service Department Al Be Number Shown In Be Rue Block As Soon Reported Immediately To The Owner And Be Fabricator By The FFectr, To Enable Carelessness. As Possible. Calling Someone nee Could Delay The Proper Response. µhoewr Is Responsible Either To Correct The Ease U Approve Be Most Efficient NOTE: UNDER NO URCUMSTAINCES SHOULD PANELS BE HIMOLEOROUGHLY And Eesnoeslcal Method OF Correction To Be Used By Others. (MSC 303-10, Piece Marks Are Stenciled On Be Primary Structural Members At The Lower End, Packages Of Sheets Should Be Lifted Off Be Truck With Extreme Care Token To Owrdrcn Fasteners Cause Indentations U Shallow Packets In Be Panel Aresnd INITIAL CWM: Section 7.14). It Be Error Is The Fault Of The Manufacturer M'Authodzalin Fr V—e From Be Los Inspect All Shipments Prior To Releasing Be fie —downs Fr Ensure That No Damage Occurs To Ends OF Be Sheeo Or to Side Rbs. Be Be Fostner Head, Rom Water Or Condensation Moisture Combined Win In Be Event Of M Error, The Customer Must Promptly Make A Written Or Vrbol Corrective Work' Must Be lamed In Writing By The Manufacturer To Authorize Be Loads That May Have shifted During Transit. Packages Should Be Stored Off The Ground Sufficiently High To Allow AV Atmospheric Pollutants (principally Sulfur Dioxides) And Dirt Parlides Collect In 'Initbl palm' to The Manufacturer Fr The Comedian Of Design, Drafting, BIII Of Circulation Underneath Be Packages. This Poster Ground Moisture And Deters These Packets. The Combination Of Pollutants And Water Creates Acid Solutions Corrective Work At A Cast Not To Exceed The Maximum Todd Cot Set Forth. 'Initbl People From Walking On Be Packages. One End Of The Package Should Be Thai Will Cause corrosion Dmage To Th° Pond And Folner. Rain May Wash Mateols Or Fabrication Errr,REMEMBER 'Ini Alternallw Corrective Work Other Than Thal Proposed In BeThe Claim' May Slaking Under Columns And Rsfim Pnoted The Splice Plates And Be Slab From Started To Encourage Drainage In Case Of Rain. Be Manufacturer Exercises Same Pelt Away, MI Moisture In Form Of High Humidity Can Keep These The fad palm' Includes: Be DlreciM By Tha Manufacturer In The 'Aulhorhotln Of Corrective Work'. Only Unloading Process. It Also Facilitates Be Placing Of Sins Caution During Fabrication M Shipping Operations To Ensure That All Panel Stock 1. Description Of The Nature And Extent Of BeErtrs, Including Quantities. p Damage During Be pp Seem Wet And Be Aso Forme Be Oveting g Be 9 The Fleld Service Department May Authorize Corrective Work. And cables Mound Members Fr Later Lie And Members BeBAlways Bolted Is Kapl Dry. However atelr Formed By ca ion gBetw a far From Us MDie Washer Frm Under The Head Gearing A Leak Al This Paint Be Hand z Description Be Nature Mtl Extent Of Proposed Corrective Work, Should µµIre U The Ground. Extra Care ShasitlSteelBe Together Into Sub G . Extra Tra pe Sheets. Be Trapped Humid Air Beesese Trapped Between Sheets. Water Can pped Gun G Preferably Be Use Of A Depth Gouge Torque th Go Torque Adjustment OF The Estimates] Mane Hours. Indudng EdBe nNA nloambliss Exercised to Be Unloading To Prevent From Steel Rain. This May Dlsnlamll°^ Between Be Sheets Men Exposed May Be Of Ow µill Eliminate The Problm Of Overdriven Fasteners. 3. Materials To Par Purchased From Offer Ron he Manufacturer, Including The 'Fleet Claim' In YAiI'ng Must Be Forwarded By Tha Customer To Be terIsHandling ellsOperAn And The Concrete gab. if Water Is Allowed o Prevent Damage To M to Sob By Trapped Manure. The Slain Is Usually Md Has Perils Eilnl tipped su anNFies and Cost. Estimated Quantities Manufacturer Within Days Of Be Completion Of The Corrective Wark Re ds In Peaks, Remain Extended PFade In Bundles Of Pried Pwia Sub As CicinItsBo On Me Long As It Not Permitted On The Appearance Service Mee Of The Ponds As Long Pond It Is Extremely Important Thd NI Drill Shavings From The lasmoved 4. Maximum Trial Cost Of Proposed of Work And Mlriois To Be Authorized By BeManufacturer Authorized anu Be Reducing Its Bond Etc., Pigment Wall Fade And BePaint WII a to With The Be To Remain ca The Panel. However, Moisture In Fram The ac Filings From BeSaw Panels Be From Fund anufactu Purchased Fmm Other Thon The Monufocturer. j All Bun les Of Ta The Steel. Therefore, Upo Receipt Of A Job, All Of Primed A a d Reduce M Extended Priori Can Severely Attack The Flnlsh Md flOrYTr The panel tack R 9 en Us PnN Surface. rRemovn Can O In of Nnrs Men These Shsvinga Sue A Matter SHORT MahRIALS: THE CWM' MUST INCLUDE Allow Any Trapped To Brain Away And Shoo Be Stared Water ay M Mryi Service Lile. Bee RI—D] Tiled homage From condensation Or Trapped ve S .Or Are Not Removed And Are Inn u edN rior G Condensed Moisture. 9% e i Immediately Upon Of Materials, Are To Be Verified I. Actual Number Of Mon —Hours By Dated Of Direct Inbr Use On Corrective 1. Act puler Circulation g. PYddee Of Wider Should Not Be Allowed To PrennitWiwi Air CRemain water", Water'. The Sack Erection AJI Shavings µfin Panda Are Pre —Drilled Si Girt In The Stack When By Me Agoins The t Are Oil Againd Quantities Th°I Are Billed On The Shipping Documents, Work Of Pay. Aclura C Damn Gillet And Remain M Columns Or Ratters Fr Some Reason. The Pnd To Prewnl Of The Mud B° gened From Ih Sides o Pr a Ulmer Neither Responsgula FIf Material Shortages Neither The Manufacturer Nd Tha ce On Total An ca Total Actual Direct Labr. 2. Taxes Md swept a Pantl Dy These Policies. ra Be Swept peon AL Least It Is Imperative w That Be Rootclearing Ship in If such Agda Are piled On Bea Shipping Againd The QuantitiesoShipping t Costsee 3. Other Cads On ActuaMinor Direct Labor. Be Coat Of Map Primer o Intended To The Sled Frmig Only GoreCANTOR: care Should Always Taken When Walking On o. Safety Linea Md DalyAnd Certainly Int At Job Be Flhe Ginning Of The fleep Should Be myAt Not a Material The Shipping Documentsgeµinn Tha Mdedal o D Ragweed f Mat (Not Minor Supplies) Authorized By Be Manufacturer To 4. cast Of Atmospheric f o Short Puled Of Exposure To Ordinary s.0 Be Cot 01 Shop ConAppearance Ap MUseoisture Material d Wipe Dry My Moisture U Surface Material Win Panels Me y Doe Prior To Installing Be Gutter So That The Shavings Me Not Into me Gutter So owled ed Acknowledged By The cooliesad A ufactu r, II The Is The Manufacturer, Crime Be Purchasd From Other than The Manufacturer, Including caplos Of Purchased ear oi The And Primer Does Not Provide The Uniformity Of Appeart Or fi y Of Mot Has Puddie From Bundles Strad 0n A Slope. Dew, Frost, U Other Forms Of as Puddle es Store Lalled Debris The catty Md Left Corrode. My Other Objects an Debris LBy metGeniiT as Me Be Mad By The Easiest To The Common caMr. If Be Shortages y carrier. Paid Of r Shop Corrosion Resistance Of A field Applied Flnlsh Col Of Paint Over shop Printer. Increase Be slipperiness Of The Panels Always Assume Panel veil From During BeTh el Should Also Be Removed Fram BeThe roslos MFara Quantities Re C Quantities Received! Aortling To Be Qualities BDetl an sGreatlyStipp Surface en Slippery And Act Accordingly. Never Walk Of Step On S;ylighla G Surface C Erectin Of The Rof And Be Insidlatln Of Such Equipment As Air Condition Of a Roof nt A BeThe Shipping Less Shipping But Are Leas Than The B t N Ordered U The 5. Trial Ml Direct red Of Corrective Work (Sum J, And 4). Tha fatal Actual 1, Translucent Panda. Unite, Ela, Build Quantities Thor Are Necessary Be Metal Building According To Be t Are o u In Tha 'Mal Claims Are Credited To BeThe Customer By Tha Manufacturer im Cu Is To Be Made To Ordr Doomnis, aiaM o To Be Mods. To Tha Manufacturer. anuf Coat Sat Forth Amour Not To Exceed be Lasaet Of BeThe Maximum Cast Use Wood Shockley To newts And Slope The Panels In A Manner Dot Maws Prso el Said On Should step U g The Panel Can caase Damage. tat D In The houtlo Fr Corrective Wark' U The Total Dkecl Cost Of Moisture To Drain. Wood Boding Between µ Provide Additional Stepping In The Broad Flout Areas Of The Panel Amid Stepping ca The Damaged MATERIAL Corrective WoM1. ive Work. SdeWalk Lift Rather Then Side µredo Handing Or Uncoiling Be ndsi R Air CirApart. a Is End Mtl Edges Welch Can a Handing. IF This Damage n Sent By floc DamagedG Defective Or Defective Ci The Degree Of Damage, Must Sratch The Cooed Surfaces µfin Sheets Burred Edges Scratch M led Su Apart. B Some, Be Edges Must Be To Sou Be Appearance St lPo Pdr To BeThm isByRegardless; Noted On Be Shipping Mwturer By The Mtl Acknowledged! e On Documents ist IMPORTANT NOTE Or ro Slid Over One Mother. Nawr Alton Ponds To Be Walked M µfills On Be Grand. On Never A Of The Panel Be Affected, Wagging One Panel Of Do Be Md/r Weather an spomer aerialDamaged Carrier's Agent. fad The Manufacturer o Not Responsible Far Material Dmaged In Cost Of Equipment U Depreciation). Snell Toda, Supervisions Omrhed fGoodloating using Unsightly Across Mace. Can Wl Or Abrade The Cooling Causing Unsightly Marks On The Cut P Li Unloading Of Packages Or Needed Materials, Including, But Not limited To: Subjected Mtl Profit Are Not 9ubjecled To palms. Profit Panel Surface. Fasteners, Sheet Metal, 'C' And 'Y Sections And Covering Panels That Became &act Pals Boeing nay Cantlilions Should Be Avoided To Prevent Wet And/OrDamaged By Water Mile In The Possession Of Others, Packaged Or SI IPMENT ARRIVAL TIME: On The OatmageemtaMd Of safety Cotlaider°IlonTo Nested Material Thad Became Wet In Transit Must Be Unpacked, Unlocked And Every Effort Wit Be Made To See That The carrier Mims At Be dbsHe Dried By The Customer. If The Carrir Is Be Manufacturer, Be Customer Must Requested Hear. Manufacturer Makes No Warranty And Accepts No ReepnabMly Leaving Dot Piled Against The Exterior Wall Ponds At The Foundtio WII Cause Make palm Fr Damaged Directly To Be Manufacturer. It be Carrier Is A Fr coax Associated With A Shipment Not Mhivg At Be Requested How Unless Drainage Pond Damage. Thb Dirt May Be Wet G Al Least Captain Same Moisture. Mud Germans Carrier, The Cudomr Must Make The aides Fr D°mayye To The A Separate Agreement Has Been Made In Writing Fr A Guaranteed Ar nil Time. �/ t, Wall During contraction. Corrosion Damage May Common carrier. Be Manufacturer Is Not Liable For My palm Minabsolver V May Haw Splashed Onto The il Occur Were This Dirt U Mud Codavo Be Panel. In Moos µfire Lkne Including, But Not Limited To Labor Charger Of Consequential Damages Resulting Modification Of The Soil to Required, corrosion Damage From Tha Sol's Content From Custmer's Use Of Damaged U Defective Materials That Con Be Detected g Bewe Will Be Moderated And Meet Likely Be Severe. All Oki Must Be Removed From By Visual Inspection. Ths Panel Wills At The Time Of completion Of Wark Pre—PDlnled Panels May EXCESSME MATERIAL, Require Touch—up If The flooding Has Ben Damaged During Handling U Erection, The Manufacturer Reserves Be Right To RecoverMy Matrfd Gathered!In Excess Be Appearance Of Be Building May Be Affected If Damaged Spots G Scratches Of Those Required By Be Order Documents. Ara Located In Highly Places such As Mond Dora. Windows If Damage If Extensive Than Replacement Of Be EntirePond Should Be Considered. hen R OIL CANNING IS NOT A CADRE FOR REJECTIgq Safety Commitment Tomes Of Finishes Damage From Condensation Or Trapped Water Roof Maintenance Guidelines Never Step On Light Transmitting Panels The Builder/Cniractr Is Respoeble Fr Applying Mod Obs"irg MI Pertinent SHOP PRIMED STEEL It Is. Extremely Important Thal Be Ponds Be Monitored Fr ENdnceyOr Trapped Safety Rules And OSHA Standards As AlWllo ble. 1. Inspect goal Fr Domain Attu Heavy Storms. (LTP's) Or Unattended Roof Panels All Members Of Metal B System Not Fabricated Water Or Mcisture Condensation Conditions Resistantural Material Or Protected By Ao Corrosion Resistant Coling Me Painted With Temperature Clang NJ Cause CondensationBetweenP Ponds Min Be The Building Manufuorr Has A Commitment To Manufacture Quality BuOdhg 2. Inspect And Rased As Necessary All Beef Cubs And Other Penetrations WU With One Coot Of Slap Primer Meeting no Performance Requirements Of SSPC Bundle. Condensation Can Occur Frequently Near The San Boost G Other Large Cmpnnts That Can Be Safely Fueled. However Be Safety commitment And Urethan Sealant. Paint Speciriolin NoA5. Be Cot Of Shop Primer Is Intended To Protect The Douglas Of Water Job Site Practices Of The Easier Are Beyond be Control Of The Bulging Steel Framing Fr Only A Short Period Of Exposure To Ordinary Atmospheric Manufacturer. 3, Always Get Manufacturer Approval Before Making Any Modifications To Be Ponds May Cdlopse Conditions. Sop Primed Sled Welch Is Stored In Be Rod Pending Ejection If Jobalte Covers Are Uaed, They Should Be Red Away From The Runde At Root If Not Properly Secured *0 Should Be Kept Free Of Be Ground And SD Positioned As To Minimize Warr Ceders To Allow Air Circulation Around Be Runde. Tha WII Help Premed It Is Strongly Recommended Thor Safe Working conditions And Accident prevention Holding Packeo, Oust, Mud And Other Contamination OF Be Primer Him, Module Moisture Evaporating From Be Ground U hiring For From Cndnsing On Be Practices Be The Tap Priority Of My Job Site. 4. Repaint My Areas Thal Are Susceptible To Rust As Required. Of Damaged To Primed Surfaces Md/U Remowl Of Foreign Material Due To Ponds. Plastic G Other Inflammable Came Are Not Recommended. Immediate Improper Fled Storage U Site Conditions Are Not Be Responsibility Of The Action Is Required If The Panda Are Found To Be Wet From My Come. Be Local, State And Federal Safety And health Standards, Men" Standard Statuary 5, Win Performing Rof Maintenance, Monte Take Be Following Precaution: Manufacturer. Be Manufacturer Is Not Responsible Fr Deterioration Of Be shop Bundles Must Be Opened And Each Panel Un—Stocked And Thoroughly Dried On U Customary. Should Always Be Followed To Help Comm Worker Safely. a. Use Fall Protection And Other Safety Pmiodln As Required. Cast Of Primer U Corrosion That May Result From Exposure To Atmospheric And Bath Sides. Re —Stacking Be Fund At A Slight Angle To Each Other To Prompt b. Do Not Walk On Bof Flashing Such As Gutter, Rake, Hip Or Ridge Flash. Environmental Conditions, Nor The compatibility Of The Primer To My Field Nesting WN Allow Air Circulation And Asset In Keeping The Pond Dry. In Some Make Sure All Raphaoul Know Be Safest And Mot Productive Way Of Erecting A c. Do Not Walk On Light Transmitting Panels (LT"s). They Will Not Support A Applied Coating, Minor Mundane To The Shop Cast (including Gulwnizing) Caused conclusion Large Fans Can Be Used To Circulate Air Between The Un—Stacked Building. Emergency Procedures Should Be Known To All Employees. Doily Meetings Powe s Weight. Roof Ponds Must Be Completely Attached To Be Pur ns And To Panels On Other Side Belle They Con Be A Safe Walking Surface. Light Transmitting Ponds LTP's) By Handing, Loading, Shipping, Unloading And Erection Alter Pointing U Pods And Accelerate Drying, Damage To Be panel Coding Occurs Men Panels HlghlighUng Safety Procedures Are Also Recmmnded. Be Use Of Hand Hats, it, Wind All LTP's And Rol Openings. Translucent Panda Can Never Be Considered As A Wdking Surface. Galwnizbg Are Unavoidable, (MBMA 201Z Chapter IV 4.2.4). Became Wet Not Ara Agreed To stay wet. damage can Occur To Nested Ponds Rubber Sole %sea For ftof Work, Proper Equipment Fr Handing Material Md a Step Daly In The Pmel Flat Directly On G In Clow Proximity To A Within 24 to 48 Hors. This Damage Shows Correction And Discoloration Of Be Safety Nets µhere Applicable Are Recommended Supporting Roof Structural. Fertidly Attached U UnoMached Panels Should Now Be Wdked Onl LIM_ Pond Surface And Is Germany Called Wet Storage. Stain, Zinc Oxidation calnw Is Be Trade Name Fr A Patented Steel Sheet And Cog Product 'µhie Rust'. Fr The Purposes Of Determining Lift Requirements, No Bundle Supplied By The fi. After Other TroubleHave Ben On The Roof Fr Any Reason, Inspect Th° Rol D° Not: Having A Canting Of corrosion Resistant Aluminun ins Alloy. Be Mixture Is Manufacturer NO Exceed 4,000 Ponds. Fr Information Infoation N o reference For Damage Caused By Worked Including Chemical U Solvent Sp01s, Switches In Balanced To Be Coating That Retains Tha Resistance And Tam The BID Of Muteduls Far Individual Member Weights Of Structural Members. If BePohl Or Gulvalume Coating, Excessive Feat Traffic had Punctures. Make Sure 7. Step On flb At Edge Of Panel. f Nam Gas( Zinc. The Best Properties Of Aluminum And Galvanic Protection f Zinc. s Of Additional Information Is Required cantact The Fleld Service Deportment Thal M Debris id Swap Left Behind By Is Removed From The Real Both u ar Both Aluminum And Tine Are Combined In This Coating And Offer Added Service d Welding Amidaqua Using Cutoff Saws And Wilding Equipment O.rer Be Roof. The g y Slap Near Goose In Rib Al Edge 01 Panel. or B Life Toot BeThe Building. ICE AND Sled REMOVAL Roof Must Adequately Protected. Roof Must ExcessiveIce Mg snow An Mould Be Removed From Be Roof Immediately 3. StepWhin 5 Feel Of Edge Be Unsecured Panel, Pre-Panled: Roof Collapse. oi Use Metal Tone To Prewnl Damage To ftof And Present FOOT TRpsFlC Using%at Grillroom Steel A SLbstrmer Pre -Pointed Steel Given M not to remove Be Ise U Sow As This Con Damage The paint And/or Calwiume re Con Da Kee Foot Traffics A Minimum, Henry Fool Traffic Can Cause Pending Low p Singe Roof Panty Must Be Used As Work Platform. Approved M OSHAHealth Hash lance, Primer Mai. The Primer Cod Further s Be rmalo P ea Castings. Also Be careful Arend Pipes And Flas ova At Rcofa This o Particularly True Just Upalope From The Eaw And At t r W! S Barney Should Be Used Fr Work Platform. (Consult OSHA Safety And HedU ( or Surface Pan Theo° Destines Me Applied Surface Of BeThe Panels Thee, Be Extremely Careful If War Roof Has TmmmlOI Peels. These Peels Wit smith EndlOPtl Regulations Fr BeConstruction Industry). Safety FYsll Y - AndA Was Is Applied And A Wash Coot Designed Only Intrir eel Applaud On Be Opposite Slda pk Circulalio Ml supped A Weight And WII Be Bu Impassible To See If They Always Tha Panty Near A supporting Raoul Structural. Do Not Work In The Ratout uese And Pre -Printed C can Give Excellent Service For Many YeareMan It A a Excellent Are Covered Nth Ice ge Snow. Sea MBMA Low-Riu Balding Systems h Ice w-Rins bulbs. Walk On TriGd lu et Walk O prevAng has been digitally signed. Cone MI Of Those Few Arles Concerning Their Core And few Car Are resManuel Should Appendix AB Fr On Sow Removed Procedures. These Procedures Should Baree rot Traffic May cause Block Bumish Marks. Cdwlume Roofs, Excefanned a And Mon Co. FMishas Are Equally Subject To Damage Mtl Carolina µhen Core Is Not Provided. p Softening Of Be Point Fllm Con With sled Under Wet HalfRange Commence µinn Half Of The Design Road Snow Load Is Realized. Fool Traffic Is Planned For A Rof, Provisions Should Mode Fr A If gul F If PAINT AND COATING MAINTENANCE: Durability Of and Riush Decrease A And Be Durabnly Of Be Pore Flnlsh To Surface Strays Galvanized Bare calwnizetl And Cdwlume Panels React More Qulcmy To Surfmu UWolbn DEBRIS REMOVAL Property Order it Roof, yof signedHatch And Installed Walkway System. In Oder To Lknit Access To Be Rost Roof Hatches U Amass Ladders Be Locked Allon imn. A Sigowe Are roaf 'it '17'77:TyW A\\,yl,y_ /&, `,WI GdWumw. Remo"Formula Smudge49 H s Proven Marks From Bo Be Somewhat Effective. Lightly Rub With A Clean Since der Normal Loor Be Extlosurrel Protection Panels Unre Van AluminumimGuideoted FlmOOn Theiir ma Cause CorrosioForeign nis Soon As OfBe Roof, Cullem Trim, Etc. It solving On Bee Buldine Surface Bat Only ed far TheFRwf. Ied At n MeltlosASLogte SBookgSould Be Kept OfzAt WaftsToBe RAnd �yA„r _ 2.��U M Cloth And Rinse With Water. Do Not Bob More Than Required To Rmave 'Weothering' Fr A Long Enough Tine. Be Roof Should Be Periodically Inspected Fr Such The Reason Fr Sack Wake. _ I II Madly No Product Will Remove All Smudge Marks. Se dgeRust Surface Moving A Sow Oxidation Process Called To Occur Mot And It Found. omer ebint With Inhibits Furthr Cmosion. In Nested Handles Constant Cnract Of The Panels WU TheaetiRaof elinesarNewar Llumber '` Remo411115 ve candneatl U Trapped Water Promote Die Weathering Process, Maintenance 4uldons Allow Troonled Or DISMMILW METALS : d San 22, 20211�4 Without Bleach Has Prawn To be Somewhat aliens. Rub With A Concrele/loortar/Grwt To Came In Contact With Roof Panels, Especially Golvulume Never Allow Your Roof To Came In Contact Nth, Or Water Runoff From My wile _X No Soft Oorh And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of Be Zinc orZinc Aluminum Coating Can Now Occur And May For Extended Perfods OF Time. Dissimilar Metal Including But Not LimitedTrZ 5491 �D Slain. No Product WII Completely Remove Rust Stains. wind Copper, Lead U Graphite, This Includes Copper And Arsenic Salts Used In Treated = To Touch Srolches In Pant (Not Bare Metal): Lead To Rust' In A Short Time. If Disulomtin Or Stains Are Minor A PERIODIC INSPECTION Lumber, calebm Used In Concrete, Matter And Great. =gift —Up Hassehald aiener Of The Type Used On Prcelain Sinks Md Bathtubs May Ba peon Area To Be Painted With Mid Detergent. Rinse Thoroughly And Dry. Used To Remove Steins. Wire Brushing Or Abeam Materals Should be Avoided All Hrgh—Strength Shall Be Perl°dcally Be Inspected Fr Tightness. Particulady In Using A Small Mines Bmshn Lightly Apply A Minimal Amount Of War Since Scratching Or Remosml Of Be Coating Could Occur. Panel With Significant Draw Buildings And After Seismic U Wind Activity. Be Crew Mnufacturer WII MID Matched Touch —Up Pain Required To ell/Cover The Scratch. Conduct Be Damage Should Be Replaced By The Buyer Prior To Erection. specify A Minimum Period But It Shoold Not Exceed Two Years. NSA�.�ppw � eve Building Manufacturer Fr Assistance With Udring/Purchasing Touch —Up +�a7A7� ®F :s�� Point As Needed. MANAGE: ® �� � 1. Keep Roof Free 0! Debris And Keep Debda Out Of Cutter To Now Water Quickly Brain From Be Rod. piµ �/:s. �, we i r���O�� ®� 9 dG` 2 Dap Blocks Be Use Flood Blocking To HeldOff Be Panel Saws. This HadMoisture. ge 3. Do Not Allow Rooftop AC Units Or Ewprative Coolers To Drain Onto The �S/,V Ri t ��us�� Erection Guide 4, Anything That Traps Or Holds Moisture On A Roof WII Cause Premature Date Rev R07 corrosion. — �zrsa Erection Tolerances General Erection Notes Building Anchorage 1.4 To Determine That Be Foundation Is Squae, Measure Diagonal Dimensions To Be Sure They Me Of Equal Length. 2. To Determine That Be Foundation Is Level, Sat Up A Transit Or Level And Use A Leval Rod To Obtain Be Elevation At All Columns. 3. Carefully Check Be Location Of NI Anchor Rods Against Be Anchor Rod Setting Plan Furnished By Be Manufacturer. All Dimensions Must Be Identical To Assure A Proper Start-up. Pre —Erection Notes Be Fdlowing Notes, Procedures And Suggested Recommendatima Are Important Parlor Of The Pre -Erection Pawn. 1.) Prier To Be lime The Erection pew Arrives. A Responsible Pemba Should Check Be Jab Site Far Foundation Readiness, Square, And Accuracy And Anchor Rod Size And Location. Be Drawing Shown Below Indicates A Method Which May He Used To Check The Foundation And Bolts Fa Square. 24' Dour. a;rFl l Equal Should Measure Nang Adpcenl sides Of Foundation Using A Poir Of OMenslma Shown. If The Diagonal Dlslanoe Between These Points Is As Noted, The Comer Is square. Diaconal Measurements Between Oppsile Anchor Rade WII Indicate If These Belle Me Set spears. It Is Extremely Important That Anchor Rods Are Placed Accuracy And In Accordance WU The Anchor Rod Selling Plan. NI Anchor Rods Should Be Held In Place With A Template Or Scalar Means, So That They WII Remain Plumb And In Correct Location During The Placement Of Be Concrete. A Mal Check Should Be Made After Completion Of Be Concrete Work Ad Prior To Be Steel Installation. This WII Also Necessary Corrections To Be Made Before Costly Installation Labor And Equipment Arrives. Template o m Beard Anchor Rods Sheeting hatch Sled We (See Anchor Rod Plan) B E y Meeting Notch Shown I Bul May Not Be Recalled �"- (See Anchor Rod Plan) Projection Of Mdha Rods (0) Given On Anchor Rod Plan Sheeting Notch (See MMa ftod Plan) Steel We Farm Bound 1 B . E Template Dimensions A, 8, Md C Clven On Mcha Rad Pion AISC Code Of Standard Practice For Steel Building And Bridges Tolerances For Setting Anchor Rods t' and (' (19 Md 22 men) (• (6 men) I•, 1t', 11• (25, 31, 3B men) (10 men) 1l^, z•, 2)• (4a, 5D, s3 men) d' (13 men) ERECTION BRACING: It Is The Responsibility Of Be Erector To Delennine, Fumish And Insidl All Temporary Supports Such M Temporary Guys, Beams, Folsework, Cribbing, Or Other Elements Required Fa Be Erection operation (In Accordance With Section 7.10.3 Of ANSI/AISC 3031 Code Of Standard Practice For Steel Bulding And Bridges). T4lernn4e I I I I 11 I SOR�I I I xdgnl rdermae (:) x/soD iD' (• 12' fj' za )• 25' �• 30 Av fie' 1�• Sdewall Sao amp 5 Jane 50a� seal s]aewtll Sldewall Plan View Staaiact Framing Members, Pushed, fill Clips, Flange Braces, Bulls, Bracing S}stemet Roof And Wall Panels, Etc. Must He Installed As Shown On Erection wings. melEa)ves,I RakeseAndyRidges Be KeptSecure. Construction, Thal Panels Al Be Panel Cautions And Notes To Minrnize PoI Ass Of of Mean At The Bohan Edge Uf Woll Ponds The CmUaata Must Assure Thal BeThe Fdbwgg Procedures Are Followed: Conaeta Foundation Should Be Oned Far A Idinr eum 01 Sewn (7) Dap Before Wall Prods Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Ponds Con Undergo Varying Regress Of Cmodro Attack Man In Direct Contact With Be Cmude.) Attu Rho Fwl WeM OI Be Curing Cyde, Be Reaction Between Metallic Coatings Be Steel Me The Conaele Is Eventidly Halted. 2J Top 0( nnish Create Al Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel. 3.) Flnish Grade Is To Slope Away Fran Bugding io Ensure Proper Drainage. 4J Upon Completion Of Finish Handing, All Did Is To Be Cleaned From Mound Rasa Of Woll Panel Mere It May Haw Collected In Pone] Notch a On Bose Trim. Wtll Pond Clean Dirt From Around Pond Bose ShowPend NOr Baas Trim r Foundation Slope Flnished Grade Away flan BUAding Fastener Installation Coral Fslens insialloBon Is One Of The Nwt (HUwI Steps Mhen insltlling Ronf/Woll Pmde. Dme Be Fastens In Had It Is light Ad The WoM,er Is Famly Soled. Do Nol OredrM Foslwea. A Sight ExWdw Test ireful Accord Be Washer Is A Good Wwd Worse als*. Neap Uw The Pape Tod Be Ineidl F Sdf-Dr A Fastens Odwr (Sorer an st A RPM DriverOf I7W-2000 Should Se Used Fs Self-bilhg Ssexe a 5oc-6s. RPM Fmima seTh bhodd Be Vaed de Hung Tapping Soren Dlsard Were Sockets, Thou Cm Case The Fmlens Ta Wobble DuMg Installation. Nmlc Nwap Remow Metal Filings From Surface Of Ponds At Be End Of Each Work Period. Rusting Rings Can Destroy Be Point Flnish Ad Vr'd My Worronly. t at Correct compression Tao light Compression Too Loose Compromlm Ot Seeing Wcan. Of Seeing Washer Of Sealing Washer Taos And Tube Sealant S�eciRed Column llgAlnex 01 A BUIIdIng.STapatSedonil l5hould Not Be 5lreltl�edaYMen � C ledina IneFNletl. Apply Only To peon, Dry Surfaces. Keep Only Enough 5eelanls On Steel Line Tha Raol That Can Be Irvine. During A Coy. During Warm Wea y) store Mezzanine Beam Sesame K t Cod Dry Place Oudng Celli Weather (boter ow s Se ont Has e Bottom Of Must Be Kept Warne (Be'Paper until Application. Alter Read So 88 Has Been Base Plate Applied, Keep Protective Paper In Place anti Panel to Ready To Be Installed. B Graving has been digilellysigned. —II E r� camaele B v Important Note ,,�� lt4ogo T * Elewlion °' GuAllide Details, iecanwingsS t e F r General Guidelines Contained In This Erection ` ,$fi� �j� , Ad Not Meant E = ToI Be Alll inclusive.nInd stry AcceptedeinstallatioP acices Nth Regard To .i,Tpr "WT• S�� Experienced, All Areas Knowledgeiayblellnstallersscumecl l Farnhern Die eNth nAccepted PraMould Be cticess Should �� „+ ®w/ L wait BASE PtAIE AND ANCHOR ROD TOLERANCES Be Used To Assure A Duality Project. - Jar �LZ, �2D�T = + � It Is Emphasized But Be Manufacturer Is Only A Manufacturer Of Metal ����� + was s Building Components And Is Not Engaged In Be Installation Of Ito Products.: �* � • Horizontal Variations Vary Depending Opinions Expressed By The Manufacturer About Installation Practices Noted InAll ANCHOR ROD SETTING TOLERANCES Cat Anchor Rd Diameter. See Mow The Fzectlon Glide Are Intended To Represent Only A Bull Bath Be Duality 411111 And Safety Of Installation Ad Be Ultimate Customer Satisfaction With Be s�.�� Completed Holding Are Determined By The Experience, Expertise, Ad %Its �� STANTE OF + +wW_ Of Be Installation Crews, As Wall As Be Equipment Available Far Handling p"w�C teas The Materials. Actual Installation Operations, Techniques And Site Conditions ® �s test Are Beyond The Manufactures Central. i Erection Guide PBR Roof Panels Nate: Roof Pond Fa PER Raofs With Ridge Ponds, It Is Recommended That Both Sides Of Be Additional Insulation Ridge Be Sheeted Simultaneously. This Nil Keep The Insulation, Covered For Be May Be Required To FlII Maximum Amount Of Tone And The Pond R@s Can Be Kept In Proper Alignment The Eon Shot And Fa The Ridge Panel. This Is CHticd On Be PBR Panels So That Be Ridge Caps Prevent Condensation Can Be Property Installed. Check For Proper Coverage As Be Sheeting Progresses In Certain Climate Regions Inaulotion mr� Inalall The Flrsl Run 01 ftool Panda Aaoza Tha Bugtlrg From Earo To Eaw Or Eaw To Ridge. To Allow Proper Most Be s Of The Rake Trim, The Starting BeEre Fa Be Foal Pond M e Be M Shawn in Be Raked And Included ID Thcorrect Drawings d Eon The Firserho Run a Properly r led of Aligned WIN The cwrecl Sofracholas Dot Mtl Eaw p Is In As, Fasten To ay ra. Roof Panda Should Be Installed ro Thal Be Deals Is In a Direction Away Handles D Prowling Ydnd. Rater To Apprapriale Lop Oetals Included Wm Be Ereallon Drawings. Install Hamstring Roof Insulation And Panda. To Aamld Accumulative Farm Due To Panel Canoga Cain Or Lose, Properly Align Each Pond Before It Is Fastened. Occasional Checks Should Be Made To Ensure That Unrest Pond Coverage Is Metatarsal. Special Attention Should Be Given To Fastener, Sonlonl and Closure Requirements. Rafe To Dotage Inducted With Be Erection Drawings. At Finishing End Of Roof, Be Lost panels May Require nNtl ModlRcalbn For Installation of Rake Trim. Refer To Rake Details Included With The Erection Drawings. DO NOT BACK lid THROUGH FASTENED ROOF PANELS MEL Roof Types And Installation Requirements WN Vary. Refs To Be Appropriate Dotage For Specific Panel Used. � Be AN , s Guard ALomas, Blind `roi�Drll shovinge,, Eta. Must Be Removed Proper Wall Panels Proper I{aizanlal Md Varllwl Alignment Of Supporting SWclure (GNa Dr Olha Framng) le The Rapone@Rite Of The Instiller. Failure To Align The Secondary e bare Properly ndor Performance Wall ce Of Con Haw A System Impact On The Final Appearance a And Purer Is Not Re BeThe Installed Wall System For Which Be Metal Building Manufacturer Is Not Responsible. Before Installing Not Panel% The GW Must Be Aligned To A Level Position So That There Is No Ma@le Sag. This Should Be Dona Directly Ahead Of Pond Installation. Girt Leveing May Be Accomplished By Standing A Section Of Gable Angle Vertically Against be Outside Girl Flanges At Approximate Mid —bay Location. When Girls Are Level, Attach The Girt Flanges To Be Angle With Vise We Pliers Or Temporary Screws Woad Blacking not To Fit Be Spaces May Also Be Used For Alignment. TemPwory Girt Blocking Is Not Recommended On Concealed Fastener Ponds. Be Removal Of The Blocks After Panel Installation Con Cause all Cannrg. � Frame Double Facetl Tope II'III�\\'� (Nat By Metal Buiding Tc ea Used To Secure Menu/astute) Insulation. Note: (Not By Metal Bullring By And Tom Vinyl Manufacture) Back. InsulationMeal Not Be u Exposed TooWeather Wall Panel Insulation Fiberglass Insulation (Not By Metal Holding To WBIDE Of Bugding t�fQ Manufacturer) Vayyor Border To INSIDE Of Belong (See Eove Global Erection Drawings) ' Insulation (Not By Meld Building Wall Perna 0 11r Manufacturer) ,� TdimLInsulation And Turn Vinyl '•:f• Back. Insulation Must Not Be Exposed To Weather Finish Floor Beaa ^atoll (See Erectio Orawinge) Sidewoll Ponds Should Be Inslolled So ThaF The Pond Siddap ts In A DNecibn Away From The Prewling Wind. Refer To Appraprlate Lop Detail Included Wflh Ffeclian Drawings) Boo Cheri Pedotlically To Enure That All PmNe Are Aligned And Plumb, Neap Edges ond Ender Of Panty Aligned Screw Alianmenl Panel Curl (Through Fastened Panel Only) Wood Blocking After Drilling Panels, It Is Important To Chan Metal Filings ON All Panel Surfaces, Including Between Panels That Are Not Installed That Day, To Avoid Rust Stars. WolPond typo And Inslollalion Oetalla Wul vary. %afar ro ma Erection Drawings Md Oeloile For Tha specific Panel Used Fa Yar Building. Sidewdl Insulation Conlocl Tape Muhl Miol To Saul Insulation To Seal Insulation Corner Ban Mgla/rrim Wall Panel canted rape II Walls Are To Be insulated With Blanket Insulation Over Girt Girt Flanges, Bose And UM Place A continuous Run Of Contact Tope Along The Ease Shot And Base Member. Note. Al Be Bose, Cut Off Be Insulation A MlnMum 01 )' Above The Bottom Of Be Wall Panel. This W11 Prevent Be Insulation Fram Hanging Below Be Wall Panel And Nicking Molaiere. Erection Guide R3 Suaaested Method Of Purlin Attachment For Building Accessories Palms Red Re In • 2 Fasteners Minimum y Maxan am Dlp • e AdarHangar Type Adapter nger • Hanger15O LB. • 2 FostenMaximum MinimumS. IN IT. Maximum Clio Connection Clio Connection Fastener Type Adapter To Purlin Web To Purlin Ronan To Flange 11Purlin l Fasteners um L' Maxi asm Mi Minimum Maxmum is J.1 Roof Jack Installation when Not Suoolied 8v Buildina Manufacturer Gnnerol soon Notes P Do Not Uso Galvanized Roof Jocks, Lead Hats, Or Other Resideatiol Dade Roar Jocks Those of Jacks Do Not How 20 Year Service Life And In Case Of Lead Hats NO fnuae Colvanic Wrosion Of Be Roof Panel. P Uae FPDM Rubber Roof Jocks 'Nth An Integral Aluminum Bond Bonded Into Be Paimela Of Be Base. EPDM Roof Jacks Have A Tempenture Range From —657 To 212F. Use Barone Roof Jacks For High Temperatures. Silicone Raof Jocks Haw A Tempaotore Range Of —ICGF To 43]F. P Reharil Roof Jacks Are Awlloble Fa Applkallons In Which The Top Of The Pipe Is Inocuess@le, Eliminating Be Possibility Of SlWing Be Roof Jack Onr Be Top Of Be PIPe. P Do Not Use Tube BeRoof To Seal The Roof Jack To Tha Roof Panels. Use Jack Tape Sealer Between e Roof Jock And Be Roof Panel wo Attach Be Roof Jack To Be Roof Pond With Faalaner See f — 14 l (' LL 50 W/washer Al 1' O.C. Mound The Base 0! The Roof Jock. See TouJack T Below For BePipe, R 4 Trim The Top Of Be Roof Jack To Fit Over e Pipe, Roll Down Be Roof Jock Over The Pipo And Apply Tope Sealer Fa Be Perimeter Of Be Roof Jack Bose Between The Raoi Jack And Tha of B Panel. Apply Tape Sealer Mound Be Pipe And Install A Stainless Steel Camp (Not By Bldg. on Over Be Top Of Be Roof Jack And FNnly mghien To Form t Secure Large To Seal. 4 If The Piper Diameter Wre last Large Ta Block Be Flow Of Water Roof Be teat Panel, A Flat Base Roof Curb Must Be Installed Into Be Roof eel Be Roof Jock fAll Be Sealed To Tha Curb. A Two Piece Curb May Be Required When Be Tap Of The Plpe Is Inacceea an 4 In Nwihem a now R Be Pipe steno Immediately Should Be Protected From Pipe. Ice IX Snow WiU A Snow Retention Syalem Immediately Up Slope Fran Be Pipe. A— • Mgle ` • Angle Panel Prr'"- "-'-- • Hanger o Hangs • 2 Faslenas 150 • 2 Fum we MNMum At Each Purim . Maximum Minimum At Each Pudlnum Clio Connection Angle Connection To Purlin Web To Purlin Flange IBM �b�olfw�Mw"m Ne Rane of she fdRut • Donalea Maledal Not Provided By Metal Building ManufacturerIn Tha natal Hangs Load Shall Not Exceed Be Roslyn Cdlaleral load Fa The Bugddn Example: 5'—O (Pudic Spacing) % 5'—a (Monger Spacing) % e PBF (collateral Load) = 150 bs See Cover Sheet For Design Collateral Far Load Fa ThN Bugding. Nolen If The Handling Is Designed W 0 PSF g. Ughtal Load, Then Adding My Suspended Reduce Duct Wank Piping, aghl% Ceilrga, Etc.) Will Comespondrgly Reduce BeThe Design aro Lood. Roof Curbs When Not Supplied By Building Manufacturer c Wfb Baser length ❑ ' � I` i location Support . Wdr one —f Floa!'ng Pond J Indicules Roof Panel Support Indicates Curb Base Support location Up aft Plate (It Requred Wrb Base ry itliso-d (Insulated Man Specified) Cell Gar U CdHil�alslde Nil Inse D Pond Rib Profile Be Curb Oelails Shown Illustrate The Building Manufacturers Recommended Cut Style And Installation Method. It Is Be Ereclor/Installer'e Responsibility To Provide The Proper CL@ Style And Install Them In Aaordanca Wilh The Procedures rulati EalaMisheru By These Result Failure By The Damaging BeRoof Fdlaan These RecammeFromona May Result In Be LLha Damaging e Roof Syalem C Excluded From Warranties. All Roof Curbs To Be: 1..OBO Alumnum Or ie Go. Stainless Steel (No Golwlume® Or Galvanized). 2. Pend Rib To Panel Rib (No Flat Skirl Or Lay —Ova Curbs). 3. Installed With Down Nil End Ova Panel And Up HIII End Under Panel Application For Wala Flow Al Pond Spill nit Prevention For Dip Applied Roof Systems Are Required If: Wind Loads Exceed 110 MPH. b. Curb Bose posses A Pudic. 5. Suppwlad an (4) Sides By Primary a Secondary Framing. 6. Maximum Single Was Weight Recommended Is 1500 Lbs. Instal Piper In Center To Allow saes Of Roof Jack Ta Lay Flot on Panel. Cannot Fnromposs Mara Than ]5f Of Pand. Panel Profile Varies Stainless Steel amp (Not By Bldg. MD.) STEP t I One Ran Tri—Bead Tape Sonia S x d' He504 Stainless SIeN awn (Not By Bldg. Mir. STEP 2 Tri—Bead Tape Sealer s HW504 Stalnlees Sled comp (Not By Bldg. Mir.) STEP 3 Trl—Bead Tape Sealer H x ri4 /' Vent PIPe (Not Roof --�"J Do Raol Jock Dorm Roof Jack Faslcua /4 W/Ylaaher Al 1' O.G Vent Pipe (Not By Bldg. Mr.) TO —Bead Tape Sealer r xd'Roll Roof Jack Faalona i4 W/ylasha V Ol Plpe (N i BY Bldg. MfrJ Rill ll St Jack Np Over HW504. Install Stainless Steel pomp And Tighten Arend Roof Jock. Roof Jack foslenw /4 }-14 x /' LL 50 W/Ylasher Ai 1' O.G OW;r dW�tl®�1"idljY Elk, ww'r]df4,TSgr� 9aTT 2?, 021es � 3��n® m _— * _ _ de New ma no w i ®: w��w �F �well ��w d1w Ill do IBM �odw SNow ,'',v�®1����,`,` Drawing M1as been tllgllally slBnetl.