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HomeMy WebLinkAboutsteel buildingBu'Ider/Contractor Exem.s'bilil Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Bullder/Contractor Is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Buller Acceptance of Dmndas - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly Interpreted and applied the requirements of the order docwuentri and can$titutes Builder/Cantractor acceptance of the m nufacturees interpretations of the order documents and standard product specifications, including Hs design, fabrication and quality criteria standards and tolerances. (April 2010 Section 4.4.1) Cade Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifleatlons 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. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, famished and Installed by the erector (April 2010 Section 7.10.3). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, theMetal Building plans will govern. (April 2010 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if famished as a port of the order documents, the manufacturers assumptions will govern. - The Metal Building supplied by the manufacturer has and specifications and the loads shown an this that shown on these plans could affect the structural integrity of the building. the Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor red plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed foods, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) QDownload panel installation manuals from: J w ors.am Descargue has manuales de instalacion del panel desde: www.ncimanuals.com BUILDING DESCRIPTIONS Building ID I Width I Length I Hei ht Slope BuildingA 40'-O 1a0'-0 16'-D 1:12 3"a A325 BOLT GRIP TABLE (UNLESS NOTED) GRIP LENGTH BOLT tFNGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. HE LOCTED UNDER CRIB OF SBOLT,MAY UNDER NUT, OR AT BOTH AT0 LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. O TO 9/16- 1 1- F.T. / 4 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 metallic building company aim 7301 FAIRVIEW e HOUSTON, TEXAS e P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 For questions regarding the interpretation of the drawings. materials provided, or assembly of the parts: • Call 1-844-840-4603 end ask for the'gdd Service department • Before o after normal hours, you may send a moil to feldservleaeftelarouo cam Please Include the order no., brief description of the question, h contact name and phone number. ENGINEERING DESIGN CRITERIA Building Cade .................... FLORIDA BUILDING CODE, 6TH E➢ITIDN (2017) Building Risk Category Agricultural (Category I) Roof Dead Load Superimposed ................. 2.29 psf Cal lateral ................ 9.50 psf (Oven psF Other) RaaF Live Load .................... 20.00 psF reduction allowed Wind Ultimate Mind Speed (Vult) ... 160.00 mph Nominal Wind Speed (Vasd) .... 123 fiph (IBC section 1609.3.1) Serviceability Wind Speed .... B7 mph Wind Exposure Categg yy ...... C Internet Pressure Caef (GCpl) 0.18/-O.IB Walt Loads for components not provided by building manufacturer Corner Arens (within 4.00' ofcorner) 51.76 psf pressure -69.02 psf suction Other Areas 51.76 psF pressure -56.08 psf suction These vetoes are the maximum values required based on a 10 so, ft area. Components with larger areas may have lower wind lands. DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending an actual load and actual member length. BUILDING DEFLECTION LIMITS........ BLDG-A Roof Limits Rafters Purllns Panels Live. L/ ISO 180 60 Serviceabllity Wind- L/ 100 180 60 Total Gravltc L/ 100 180 60 Total Uplift. L/ N/A N/A 60 Frame Limits Sidesway SO 160 Serviceability Wind, H/ Total Gravity. H/ 180 Wall Limits Limit _________ Total Wind Panels. L/ - 60 Total Wind Glrts. L/ 90 Total Wind EW Columnar L/ 120 The Service Seismic Limit as shown here Is at service level loads. FLORIDA APPROVAL EL11868.1 A11917.5 N3793.1 PBR ROOF PANEL PBR WALL PANEL I PBR ROOF LTP'S SI OP DRAWING If SUBMITTAL REVIEW MROVED APPROVED AS NOTED ® REVISE AND RESUBMIT [IREJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND THE COI KING AND TECHNIQUES HIS WORK WITf WITH CONTRACT 1iortn� PC. 3495R LE FOR] PROJECT NOTES Material properties of steel bar, plate, and sheet d In the Fabrication of built-up structural from lag menbers conform to ASTM A529, ASTM A572, or ASTM At 11 with 55 ksl min. yield, except flanges wider than 12' and thicker than 3/8', all flanges thicker then 1', and all webs thicker than 3/8' are 50 Jest min. ylaid, Rod X-bracing 9c9onforms to ASTM A529 or ASTM A57ExtrawHl9hh-Stren9thn@rude,Hot ield arotted sle truptucalfshapesoASTM conform4to ASTMrand A992, ASTM A529, or ASTM A572 with 50 ksi min. yield. Hot rolled angles, other than £tangs 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 ksl min. yield. For Canada, material properties conform to CAN/CSA G40.20/640.21 or equivalent. All bolted joints with A325 Type 1 bolts are specified as g-tlghtened i' .too Inter In n c rdance with the most recent edition of the RCSC Specification Structural Joints Using ASTM A325 or A490 Botts. Pre -tensioning methods, Including turn -of -nut, calibrated wrench, twist -off -type tenslon-control bolts or direct -tension -Indicator NOT required. Installation Inspection requirements for Snug Tight Botts (Specification For Structural Joints Section 9.1) Is suggested. Design criteria as noted Is as given within order documents and Is npplled In general accordance with the pollcable p ovislans of the model code and/or specification indicated, Neither the metal building manufacturer nor the certifying engineer declares or attests that the lands as designated are proper for local provisions that may pPly r for site specific arameters. The design criteria Is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall instrucion project. The use of the structure Is limited to Occupancy Category I for structures representing a low hazard to humanst Including agricultural facilities, temporary facilitiesand/or minor storage Facilities. The resulting reduction in applied loads would explicitly exclude most industrial or commerclul applications, high human occupancy or post disaster uses. Future use for any category other than Occupancy Category I will require Investigation of the structure by a qualified design professional In order to determine any reinforcement that may be required. Thls metal building system Is designed as an Enclosed Building, Exterior and/or operable components Including but not limited to, doors, windows, vents, etc. ('Components ) must be designed to withstand the recurred comonent and cladding wind pressures specified by the building ode. In order to maintain the metal builtling system's Enclosed Building condition, aft Components shall be closed when wind velocities r ch half the designed wind load for the metal building syystem as shown the drawingg and design criteria documentation. Failure to maintain the metal bullding system's Enclosed Building condition will violate and void all warranties a ties and certifications applicable to the material supplied by the metal building manufacturer. Framed openinggs, walk doors, and open areas shelf be located in the boy and elevation as hewn In the erection drawings. The cutting or removal of glrts shown on the erection drawings due to the addition f framed openings, walk doors, or open areas of hewn may void the design certifications supplied by the robot building manufacturer. Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code. Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 98-72, 1. Panel Walls FL11917 PBR 26 gauge walls 2. Roofing Products FL11868 PBR 26 gouge romps This obslte is located In a hurricane pronregion with wind speeds of 13 mph or greater. In order to mele ntain the Enclosed Building classlfl cstlon and design For wind ail doors, windows and wall mounted light transmitting panels (LTP) provided by the metal Lou ut ldlno manufacturer shall be rotected by Impact Is but Is not limited to the lamf build In code, f bullding manufacturer Tire material provided by the metal building manufacturer. This structure has not been designed to withstand the additional internal pressure required be Code n a partially enclosed condition in the absence of Impact resistant coverings. The rigid frame at building A side FILL and FL5 Is designed as a non -expandable rigid frame. Corresponding frame reactions are calculated based upon actual tributary area. Using 5'X5' save gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined In the MBMA Metal Building Systems Mannar Downspout locations have not been Located on these drawings. The downspouts are to be placed on the building sidewalks at a spacing not to exceed 42 feet with the first downspout From both ends of the g9utter run within 21 feet of the end Downspout spacing the t does not exceed eed the raw imum spacing will be In compliance with the building cod The gutter and downspout system s provided by the manufacturer Is designed toaccommodate11 inihr rainfall Intensity. F1 Anchor Had F2 Anchor Rod Details F3 Reaction Drawings E1 Cover Sheet E2 Primary Steel BLDGA E3 Beef Framing BLDGA E4 Roof Sheeting E5 Sid ewall BLDGA WALLSWA E6 Sidewall BLDGA WALLSWC E7 Endwall BLDGA WALLEWB E8 Endwall SHIBA WALIFWD Ell Connection Detail RI-R3 Erection Guides R4-R11 Construction Drawings R12 Trim Profiles i� I ✓ob Number: 17-B-78914 Sheet Number: El of 11 The engineer whose seal appears hereon is an employee sal or certification is -tied to the products designelid and an. nufacluretl by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. IMall Pirataie, P.E., P.E. omnms nos Been dif; elf, sirl STATE Of Anchor Rod Dmwloas 1) Tda drawing is for anchor rod placement only and is not foundation design. 2) Foundation must be square and level with all anchor rods true in size, location, and projection. 3) Projection shown must be held to keep threads clear of finished concrete. 4 This structural design data Includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this issue.,Any change to building loads or dimensions may change structural member sizes and Im.ations shown. We structural design data will be superseded and voidedby any future mailing. 5) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation e to be determined by the foundation engineer, and are not provided by the manufacturer. 6)) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise. ]) 3000 psi concrete compressive strength (fc) is assumed for the purpose of column base plate design unless otherwise noted. FINISH FLOOR AT ELEVATON 100"-0 4 0 [oil SING EM KEY PLAN EM SWA fit y T 4 D•-n} ••� a I •® B :® B � � �• I 22 O O N se I A < N O 'o O I 24 co co B ® B ® B O _I ACCESSORY SCHEDULE MARK DESCRIPTION DETAIL GUAN. AQ 24'-0 X 14'-0 FRAMED OPENINGS p0 2 BQ 2O'-0 X 14'-0 FRAMED OPENINGS Q 6 ANCHOR BOLTS TO BE DESIGNED BY FOUNDATION ENGINEER USING DIAMETERS SHOWN IN THIS TABLE. ANCHOR ROD DESCRIPTION QUANTITY As *0 DIAMETER X 48 } "0 DIAMETER X 40 2'-4} ANCHOR ROD SETTING PLAN X BRACE --8 p.e.ma na. ee.a algnmly •ease. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS Speoifled Wtenn Centedine Steel Line Bottom of Base Plate 11/2" t13mm) (t3mm)� Base of Steel *Variation in Elevation to the Tape of Anchor Rods ANCHOR ROD SETTING TOLERANCES TYPICAL SECTION O 3"O ANCHOR RODS BASE OF STEEL AT ELEV. TYPICAL SECTION © �'O ANCHOR RODS BASE OF STEEL AT TYPICAL SECTION © J"O ANCHOR RODS 21 23 3 3} TYPICAL SECTION O rO ANCHOR RODS BASE OF STEEL AT ELEV. 100'—D pawmy ne. p... dig" llr.a,.e. IRAYE L@flPRvk u4A xNILMX.NeBAND EMA. IAGGEiI 12'PAM R\p.U.tM\Gp\P-9-]Bpl+\v.01-MMWu\RCFA\w.01\ WAMETABI. PIEXEWAL41 NDTD wNm,A M Ga..va xyn P nLGWSS. REACTOR IgGTIONE �W �n 1-C 1-B lOM QOIM IEKIXM TABLE low mTP DF9mNMY IT LOAD rnxD LOW PRESSURE AN IXAM) ACTING PRERE w` AND LOAD AS AN OUTWARD ACTND SICTON TRAME 2ro AMEAIReWm ,E RmnO FAIOB 2 x: PATR:\jA.\ANw\F"q\,T-G TGelgr.m-yveaqu\nyyFA\.w,Dl\ `w IxiAM[].lu DUcuW.wv1 PIRVfi RF Ip13 M E1d UMD W-B. X DIE NI melba w M MM. ena IL TIE12 S462 REACTOR NMAT1bb IVI lV2 1. B-C IDAO 6bIUP 16ACIIOM TARE LOU mRP m®Xul B- I AM U. XD LOAD AS AN INWARD ... PRESSURE W± ANG LOAD AS AN OUTWUD ACMIG .... `"" aln° Pnll ]6n[6A .W NANEEM+w m DA,e 9A7/20 BDI 1PPO1T MACBO4 M ENI IOM UTAIP xoi¢'iiil %r .'mr.a lo`°oa mxPp• "a a "vIL TMcls.s ETi vM. lmPl� 9R[ul un W IM, ml} REAcnarl norATWxs HL—/ / HR IK IM LOAD GROUP IEMIIw TABLE GO.. • - 15 UQU) P I �..l PIT W..R GO Go GO ODL Wltl DL LL Roet Wtl .1 Lee! d Cd sd ML W-I A"Rw" LM .XF +IXTI .1 Ai . PRIGAI" Wme Da" LM b XIN LYA1 H4 Ane.vtl Cwx Len .IN +GLTI G,I Lw3 Ane.>a Cvvv .IN +G LNLT I-B .r AM.va cvnv L.R - I LKA 'Mva.va Cvnv fllf\ .1 .IN -GC -GCPI W 1Xva Imm RIgN1 \o LeN .IN +GL}I WA A W"e Rlgbr le IM .nn -Oyl NOTEB 1) THE REACTIONS PRONDEO ARE BASED ON THE ORDER DOCUMENTS AT THE THE OF MAIUNG. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAT CNANC£ TiE flEACTM& THE REACTIONS WLL BE SUPERSEDED AND VOIDED BY MY FUTURE MAILING 2) THE REACTIONS PNGNDEL HAW BEEN CREATED WITH THE FOLLOWING LAYO UT (GNIESi NOTED OTHERWISE). o)A REACTION TABLE IB PRONDEO WITH ME REACTIONS FOR EACH LOAD GROUP. b)RIGID FRAMES (1)CABLEO BUILDINGS (o)IEFT AND RIGHT COLUMNS ARE DETERMINED AS IF NEANG THE LEFT SUE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD SPACED FRW HER SOE TO RIGHT S1DE I£FT COLUMN IS THE LOW SIDE COLUMN. RIGHT COLUMN IS THE HIGH BIDE COLUMN. INTERIOR COLUMNS ARE SPACED FROM LOW SIDE M HIM SIDE ME DETERMINED AS IF NEWNC THE ACED FROM LIFT TO RIGHT. e)ANCHOR FOUR ARE ASTM F155 p..M MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWNG. 0 X-BRACING (I)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTON TABLES (2)FM IBC AND UBC BASED BUILDING CODES MEN X-BRACING IS PRESENT IN THE SIDEWAU. INGNOUAL LONGITUDINAL SEISMIC LOADS (RBUPEO AND RBDV£O) DO NOT INCLUDE THE AMPURCATON OR FACT. CA (])FOR CANADA BOLDING CLUE (NBC). WREN %-BRACING IS PNESENT IN THE SCEWALL OR ENDWAII, INDPAOUAL LONGITUDINAL BOSH IC LOADS (RBUPEO & RBDWEO) ARE MULTPUET BY FORCE REDUCTION FACTOR, Rd. WHEN SPE(]HEO SH0.4T-PERIOD SPECTRAL ACCUFRATCN RATIO ILFS{0.2) IS GREATER THAN OA 3) REACTINSS ARE PRONOLU AS UN -FACTORED FOR EACH LOAD GROUP APPUEO TO THE COLUMN. THE FOUNDATION ENGINEER WLL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WTI THE SLIMING CODE MO DESIGN SPEORCATMS TO STRENGTHL C)FOR NBCC AS M12 )R OF 1.0. PROCEDURES AND ALLOW FOR `R" aln°.°nA aonmw. �BRXX �.Le:�.Mw.. ow,E .n�i,_q Palms,-T }xTRR PVLTW9 TW FAOI IDID QOA Ts "°`tee lme"�"°' a Ma N nEl&H&II ".a neIL�GT`.a .wbM.a .INLW .a LED raP. wIx RFACBd WAGONS HL—/ / HR IK INy LOAD GROUP REACT. T..r m CALL 0.0 uw DL TOM Pool Oma Lees LL Rwl llw Lcea COUL Rml Glvtvd W W KI .1 NMa L.R kR :..-21, WS Wna A-, Len b RU, .IN -CCPI M] Blind A- Nlpbl b LIN .IN +GBPI AA Wna (mn WpM1, b LeN .IN -GU§i . LNL+ wMa.va C— .. mn +DU,, AMPLW Up.va Ae q Pea Drew Lma fiem Lvnq NMa LW3 ..ml Cvvs FISH, .IN +6P1 Mva.vtl Cwv,aN .Bx -GG`I LNLA Mlva.va Ca"v Rlgll, .IN -4T.pl RBDKW Mm... a AdNq RM A— Lwa fie" -,% NNa Orvxivg bve been dgi,vlly aig,,E e 2� m m or or € F � a p F Q Q w Z O � F VZ N o 7 R ru -0 =w fiV �V �� fiU �m o a o U S R-0 c o CN2A CN200JJ W0X10 WB%lf� m all Gin ¢ m E �y n er 0A ` N V 2 •yb rcrw W. 2 as'ow ❑ 1 fT_ 1 .9 u a Y? a G �w¢o¢ IT ITj ITl IT u Rp $ k 2 m m ¢ ml a ml a rcl rcl nm ��_Jn ❑ ❑ LLN j KU 1~nZUK }wY W. a m as O See'.. NOT TO SCALE W0X1a q 0' MxT Orown by V 10/5/20 Checked by PNR 10/5/20 Project Engineer JMR Job Number. 17-B-78914 V V U o- Sheet Number. E2 of 11 The engineer whose seal appears hereon is an employee for the manufacturer far the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is PRIMARY STEEL LOCATION PLAN not the overall engineer of cord for this project. Meh ` tB]69ale, P.E. Floritla P.PEira. 4P.E.. omxinn M1c, bmn Ei K.11y signed. 4N/iitlA ,, SWC r i ' STAiE Qf A� EW13 KEY PLAN EM i SWA 20 • — DENOTES: CUP LOCATON a a SC90 AT 8• PURLNS SC92 AT 10• PURL INS SC94 AT 12" PURLINS m f� o 4 Z F rc J � Z F O VI V � J ¢ rc p Q m Q Q V W 100'-0 OUT OUT OF STEEL 0 0 23'-9 25'-0 25'-0 23'-9 LL N N N \ O O \\ o- -0 aea �} o- --o E as n A GI•m 9 nn g rcru _or F m'w ❑ o 21 �'Zo- J `WR F Y = aamnoo 0 q a a e N NI LL 4 as ❑ ❑ n VZ� hYpp a o o -0 �=a; 3 U 9mµ Srnle: NOT if1 SCALE (� Orown by VSS 10/5/20 Checked by PNR 10/5/20 IIJJ Project Engineer. JMR Job Number. 17-B-78914 Sheet Number. E3 of 11 The engineer whose seal appears hereon is n employee for the manufacturer for the materials described herein. Said eat a certification is limited to they products designed and manufactured by manufacturer only.lhe undersigned engineer is not the overall engineer of record for this project. ROOF FRAMING PLAN Mehrdad Piratale, P.E., P.E. Flaritla P.E. 8]694 paying hue se di9ua0y ..y,,d. ,��ti,��NuratN t SWC es Soot EWB KEY PLAN En .10 ��jiy �+ STATE ( � 9WA �'�" rt�"WMA. 2 KBA1B & H8 C P 3] a%25Z16 HB D & BA1C )a• x25Z16 I P 32 � P-31 TYP. ----P-30 TYP. �a BRACE-- P-28 KBA1 e .SZ13 (yYp.) 0 e%2.SZ14 B%2.5Z14 P 33 P-29 TYP. 8 5214 8X2.514 KBAIA CTMP) m rc rc / \ NBAt m 8X2.SZ16 / \ KBA1 0' P 3 P-28 8X2 Z13 2.5213 0l _ PC80 ( ) _ _ _ _ 0 i KBA ¢a \ / u P-34 KBA1A ) a P-35 8X2.SZ1fi KBA K m -D Bx2 8Z14 O RPA / e a Xz.sZ14 P-22 P-24 TYP. (TYP.) ® P-25 M. (�') \ O -26 8X25Z13 8%2.SZ14 — 8X25Z14 � � P-34 KBA j KBA1D KBA1C (TYP) WC4 a P-35 m � 0 B%2.SZ16 ------ }`-m —_ BRACE BX2.5Z16 0 KBA B KBA1C ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH —0'-0}" T 2'-51" 0'-3J" 3'-1j" 1'-53" REFER TO CF01122 PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED. Nonstandard PBR Roof Panel Fasteners p1E member fasteners are to be used for panel to sec ondarf attachment in lieu of p3 shown on the R Drawings IPR04004 ® all low eo�X comers 7PR050 0 GPR05001 ® both ridge ends 7PR050 0 NOTE & A 10 BE T (BY LOCH O k S T CBE new OTHERS) INSULIALON MUST COMPLY WITH OSHA REQUIREMENTS ROOF SHEETING PLANE 2 PANEL TYPE = PBR (GALVALUME� PANEL OVERHANG = 3 FROM OUTER STEEL D 7PR02001 - a r a a a a a a a < r < < I a a I < a a < a a a I a < < I IRO, II LI 2 G 060 a a a a a a a < a a a a a a a a < a a < a a t�o 2 LLU-- — — Li t — — — —___u — I I 7PR02001 4 ROOF SHEETINC PLANE 1 PANEL TYPE - PBR (GALVALUME) PANEL OVERHANG = 3" FROM OUTER STEEL DOWNSPOUTS AT BUILDING A WALL SWC ARE TO BE PLACED AT A SPACING NOT TO EXCEED 42'-0 WITH A DOWNSPOUT WITHIN 21'-0 OF EACH END OF THE GUTTER RUN. DOWNSPOUTS AT BUILDING A WALL SWA ARE TO BE PLACED AT A SPACING NOT TO EXCEED 42'—O WITH A DOWNSPOUT WITHIN 21'-0 OF EACH END OF THE GUTTER RUN. SWC EWB KEY PLAN EWD SWA F313-1 F797-1 "97-1 F321-1 DOWNSPOUT LAYOUT [6 REQ'D] ROOF SHEETING PLAN )02 M amxing boa been tligRIy signed. c rc Non -Standard PBR Wall Panel Fasteners //1D member fasteners ore to be used for panel m to secondary attachment in Ile. of y17A shown an the R Drawings REFER TO DETAILS ON INSTALLATION OF FRAMED OPENINGS. USE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. 5 z a 0 F a o F o m U � J K O N (~j E-1 E-2 E-2 P E-3 r0i w r®leis pM 8X3.SE1� 3 — Y 8%3.SE1�_5 YAI 8X3.SE1 G-6 Y 8X25E14 G-8 LL LL No. = N 8.25X4C14 (TYF.) OV V 8.25X4C14 (TYP. OT < � E25X4C14 (TYP. \\ GX .5Z14 /// u m � m \ / c G-1 C— G-4 ant a n X2.5Z16 a%z.5Z16 "� 8%2.5216 \\ w _ XU fX XN Xf G-] m mXI Y of 'G 1 G-2 O m' G-4 ry+ n NESTED / \ a 0 a B%2.5Z16 8X2.5Z18 m m eX2.5Z16as C an- G-1 G-2 G-4 // a 46e, \ c R 1BY2.5ZI6 BX2.5Z16 8)(2.5Z161 SECTION-Y — —— — — — — — — — — — �� O Gm 1�c 2¢ENw❑® b b b b b }=d o w�_ C1B CIA CIA - CIA C18 z= aamnn SIDEWALL ELEVATION "SWA" AT GRID LINE "A" F an d J ` i °5 YR ( Ffi000-2BL m 6000-18L w n n F6120-1B ❑ (5 F2955-138 J M F6012—lBL F893-1 0 3'-0 O.C. F6012-2BR fib J JmLLVI i i ce0 o xw$ � � ws m . U..i Iaa O I _I _I _I _I I I 2) F461-2 I r 2 F481-2 �� r 2 F461-2 DrawSealn NOT TO SCALE (1 HW455 Drawn by VSS 10/5/20 h Checked by PNR 10/5/20 'aI I m i— 1 Project Engineer JMR NI Inf �I I� -r x � `� o Job Number 17-8-78914 Co an 'r ILL S I I 5 5 -i al -i 5 _i u' �' - - m Sheet Number E5 of 11 PER WALL PANELS �1 r fl f h` I m 1 PANEL COVERAGE = 3'-0 `1 1v vl 1v 1 The engineer whose seal appears hereon t an for the COLOR E LIGHT STONE I for the manufacturer for the PANEL PKG. REO'D. = PBS-2 materials described hereon. Said Field Cut Panel and Trim a tool o turd Cation is limited required per Construction Oelaih — _ _ _ _ _ to they products designed and manufactured by manufacturer lyThe F D]-1 ppgg qq not the overall undersigned erg of nr s (1� HW455 (1)OHW455 (1,0HW455 F40]-1 record for this project. (9) HW45 '—O BACKLAP Mehrdatl Piratale. P.E., P.E. Florida P.E. .t,1. pmWinp nos bem digitally =is,=a. WALL SHEETING ELEVATION "SWA" ,fi 011 4' ♦ 01 SWC wJ�♦♦ y } /�rK.}�*�IIr EWD KEY PLAN EWD-�yt`F�I� L.f ♦0S♦ice •V' ►'•-40Ftto.'r#o Irya�y�t..�evo SWA EAIAfi20 ZEE SECTION SCHEDULE OF ACCESSORIES N0. RE00 DESCRIPTION 2 24'-0 % 14'-0 FACTORY LOCATED FRAMED OPENINGS fi 20'-0 X 14'-0 FACTORY LOCATED FRAMED OPENINGS za'—a z'-6 zo'—o z'-6 z'-6 zo'—o z'-6 � 23'-9 25'-0 25'-0 23'-9 I LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH 0'-33" 3'-1�" REFER TO CF01122 o rc Non -Standard PBR Wall Panel Fasteners ne #lD member fosterers are to be used for pone$ m > to secondary attachment in lieu of gt]A shown on the R Drawings Q � o rc a 0 o F E-1 E-2 E-2 E-3 SX3.5E1d 8X3.SE12 8X15E12 G_16 G-17 re Y G-19 Y BX3.SE14 G-21 Y o 8X2.SZ14 (TYP�.� 8.25%4C14 (IYP. O 8.25%4C14 (TYP. 8.25X4C14 0 Fed—nM i BX4`Z12 NESTED N G-4 G-18 G-20 LL Il s,i �a .p \\ // B%2.5Zt6 x� 8X2.5Zi6 e. w 0-15 &"bVY/ j 8X2.5Z12 NESIED / an G-18 j4 G-20o 0 art a B%2.5ZIB iO BX2.5Z16 8X2.5Z16 Gn5 &G-15 e\s f / 8X2.SZ12 (NESTED) 4�-\ < o G-1B G-20 a,ww-I f2A1-1 _ _ _ _ _ 8%2.5Z16 8X2.5Z16 G SECnON-Y o 9� s VV^ o €� Vim• NM b b b b b C1B CIA CIA CIA CID Y E pv�iu SIDEWALL ELEVATION "SWC" AT GRID LINE "D" •� o' ��za ,no w � 2 ¢mo "` 2 amnLL ya {(1) F6000-1BL dC (11 F6000-2BR L 4 ((44 F6120-18 2 (5 F2955-1B ry F6012-1BL F893-103'-0 O.C. F6012-2BR mj p 4 v}I ❑ ❑ U3h K�LLm ] y ZUK O — - 2 40 2 2 1 46 1- 11611 F481-2 � zd > ." -•• 1, (1 Hw45s I (I Hwass - �ml-� N 11 1 UNa�m O o.« ... -.� -� .m .,� m _� -� iTA -.. ...I_ i Scale,, NOT W SCALE r 1 n Drawn by VSS 10/5/20 m S S S i S IN i IN IN b in in f a al a l m 'ALL f Checked by PNR 10/5/20 PBR WALL PANELS Project Engineer. JMR PANEL COVERAGE = 3'-0 IV l Job Number: 17-B-78914 COLOR = LIGHT STONE PANEL PKG. rely = PBS-3 I I Sheet Number. E6 of 11 Fed Cut Coo and Trim as required per Construction Details _ _ _ _ The engineer whose seal appears hereonmanufacturer t an employee for the described for the F40]-i F�OZ-1 (11 O07 1 5 (1�07-1 materials descotion is limited Said (9) HW455 (1 HW455 seal or certification is limited to nuf productured to mannesigned and ur. U2-BACKLAP manufactured unde by manufacturer not the undersigned engineer is not the overallthin engineer of record for this project. WALL SHEETING ELEVATION SWC' Mehrdad Pirataie. P.E.. P.E. BLDG "A„ Floritla P.E. BI694 praxinB M1aa Exn Qi9.s, igned. y,ANtll�tf .v... Swe n ZEE SECTION LAP TABLE _� 0 }_/*' :I/'�s STATES CF iy 6WB KEY PLAN EWp SYMBOL LAP LENGTH SYMBOL LAP LENGTH I_Oi�� �.. — � rY 0'-33" V 3'-1�" w�g0 ai s�lW SWA V-5j" REFER TO CF01122 L2-6 20'-0 2'-6 2'-6 20'-0 2'-6 2'- 20'-0 - -I 23'-9 25'-0 25'-0 23'-9 SPLICE BOLT TABLE CONN. OTY. SIZE TYPE HAROENEo fiEVEIEO WASHERS WASHERS A (4) j X 13 A325 B&N 0 0 Non -Standard PBR Wall Panel Fasteners #10 member fasteners are to be used for panel to secondary attachment in lieu of B17A shown on the R Drawings SECTION—Z SING EWB KEY PLAN END SWA C1_292— FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = LIGHT STONE PANEL PKG. REOb. = PBS-1 Field Cut Panel and Trim a required per Construction Details 12 in F_ ot) RA1-1 (1h RA1-1 k-. 24'-0 2'-0 6'-0 2B'-0 6'-0 F6012-2BR b b b b 01B CN2A CN2A CID WBX1a W8X1a ENDWALL ELEVATION "EWB" AT GRID LINE "1" (( )F61261 F6028-1B FI(1) F6o20-2R (1) 1`6126-1 (T) HW456 (2) HW456 (3) HW455 2'-0 BACKLAP WALL SHEETING ELEVATION "EWB" BLDG "A" F6012—iBL —1 (2) HW455 APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT CN2A 178 C15 310 R1B 316 craving has been Eigitolly signed. SPLICE BOLT TABLE CONN. OTY. SIZE TYPE HARDENED REVELED WASHERS WASHERS A (4) j X 13 I A325 B&N 1 0 1 0 Non -Standard PBR Wall Panel Fasteners k11) member fasteners ate to be used for panel to ...and., attachment in lieu of /17A shown on the R Drawings CL292— FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENOWALL COLUMNS, AT ALL GIRT ELEVATIONS. REFER TO DETAILS. Fastener FM :IgNR�I\�I PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = LIGHT STONE PANEL PKG. REO'D. = PBS-4 Field Cut Panel and Trim as required per Construction Details SWC EW8 KEY PLAN EWD SWA 12 1" F— (11) RA1-1 (14) RA1-1 2'-0 I T 24'-0 '1 2'-0 6'-0 28'-0 6'-0 F6012-26R b b b cb Cie CN2A CN2A Cie WBX10 W8X10 ENDWALL ELEVATION "EWD" AT GRID LINE "5" (1) F6020-1L (1) F6020-2R (1) F6126-1 F6028-1B (1) F6126-1 (Y) HW456 ` (7) HW456 (3) HW455 2'-0 BACKLAP WALL SHEETING ELEVATION "EWD" BLDG "A" F6012—iBL 7-1 (2) HW455 APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT CN2A 178 C18 310 RIB 318 D.aymy ne. ua, elanmN sig,ep. OV/PROJECTS\XDS—VB-12-00 FRAME = Eng/17—B-78914/ver01—ynradriguez/BLDG—A/Drftg/x02L 9/17/20 15:49:33 OY/PROJECTS\XDS—VB-12—Oa FD SET = Eng/17-8—]8914/ver0t—Jon iguez/BLDG—A/DrItg/x02L GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVAl10N. 12 1" 1 FB4 FB4 NS OR FS NS OR FS F84 12 FB4 ca x V Gb Clo C18 CROSS SECTION AT FRAME LINE "18,5" PLATE SIZE TABLE SPLICE BOLT TABLE CON N. LOW SIDE HIGH S1DE OTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A 16X 0.375 X 94 APPROXIMATE MEMBER WEIGHTS PART MARK WEIGHT RIB 318 Cis 310 0 } G Gga � 3 ga E F n y ep o €a ai6� � nn C� y waLL 3 y oA ❑ `a �a y : g� a`amn� ✓ Rd b a a n 4 � N I wrvn ❑ ❑ Z'n 3 V an It a m KO lf�Y w_E �5�ar S Checked by ERR 10/5/20 Project Engineer: JMR Job Numbe, 17-B-78914 Street Number. E9 of 11 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to theproducts designed and nufaclured by manufacturer snly.The undersigned engineer is 'lot the overall engineer of �ecard for this project. nmxing M1oe been digitlly algnetl. SUN OF OY/PROJECTS\XDS—VB-12-00 FRAME = Eng/1]—B—]8914/verOl—jnrodriguez/BLDG—A/Drftg/xO1L 9/17/20 15:45:11 OY/PROJECTS\XDS—V8-12-00 FB SET = Eng/1]-8—]8914/ver01—ynrodriguez/BLDG—A/Drft9/x01L GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 1' F84A__ IM APPROXATE MEMBER WEIGHTS PART MARK WEIGHT R1A 31] C1A 348 FB4A PS4A NS OR FS NS OR FS 12 11" F84A V 6 CIA CIA CROSS SECTION AT FRAME LINE "2,3 &4" p.a.my h- nay d7giWlx mg-d. � F7" CONNECTION 18. 11 OR 1P �fl CONNECTION 2B, 21 OR 2P CONNECTION 48. 41 OR 4P CONNECTION 4X CONNECTION CODES TOP AND BOTTOM BOLT PA IN CONNECTION 1E CONNECTION 2E 4COrNNEDTI/n4Fr 1 CONNECTION 4E t = CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION BOTTOM CONNECTION CODE BOTTOM QUANTITY OF BOLT ROWS CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION TOP CONNECTION CODE TOP QUANTITY OF BOLT ROWS CONNECTION CODE FORMAT CONNECTION CODE DESCRIPTION B = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. E = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH ONE SET OUTSIDE THE TOP OR BOTTOM FLANGE AND THE REMAINING SETS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE. F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE PROJECTS 1/2" BEYOND THE TOP OR BOTTOM FLANGE. I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE IS RECESSED 1/8- BELOW THE TOP OR BOTTOM FLANGE. P = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTONS. BOLTS ARE LOCATED INSIDE TIE TOP FLANGE AND CONNECTOR PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. 4X = TITS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WTIH TWO SETS EACH SIDE OF THE TOP OR BOTTOM FLANGE WITH A GUSSET PLATE OUTSIDE THE TOP AND BOTTOM FLANGE OR COLUMN CAP PLATE. NAME DESCRIPTION FOR A325 BOLT DIMENSIONS D DIAMETER OF THE BOLT HD BOLT HOLE DIAMETER BOLT GAUGE G MAX. WEB THICKNESS (Max. Fillet Weld) WITHOUT WASHER MAX. WEB THICKNESS (Max. 15g" Fillet Weld) WITH WASHER HG HEAVY CONN. BOLT GAUGE S NORMAL BOLT SPACING BSMIN MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF BOLTS MAXIMUM BOLT SPACING BETWEEN BSMAX TOP AND BOTTOM SETS OF BOLTS ON CONNECTION PLATES LESS THAN OR EQUAL TO 3/4" THICK BFCD MINIMUM BOLT —TO —FLANGE CLEARANCE AT OUT OF NUT SEE BOLT AT FLANGE DETAIL PF MINIMUM BOLT —TO —FLANGE CLEARANCE AT CONNECTION PLATE SEE BOLT AT FLANGE DETAIL NWT NUT AND WASHER THICKNESS RNWT RISE ON NUT AND WASHER THICKNESS TT THICKNESS TOP FLANGE TB THICKNESS BOTTOM FLANGE YT BOLT SPACING TOP (ROUND UP TO NEXT 1/2", MIN = S) YB BOLT SPACING BOTTOM (ROUND UP TO NEXT 1/2", MIN = S) EED(E) MINIMUM END EDGE DIMENSION EED(S) MINIMUM SIDE EDGE DIMENSION EEDK END EDGE DIMENSION AT KNEE CONNECTION BCWIM MINIMUM BOLT CLEARANCE FROM WITHOUT WASHER A FLANGE OR WEB WE WITH HARDENED WASHER WCSM MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection) WCHM MINIMUM WIDTH OF CONNECTION PLATE (Heavy Connection) TCMIN MINIMUM THICKNESS OF CONNECTION PLATE D (BOLT DIAMETER) HD (HOLE DIAMETER) Top Connection Cade Bottom Connection Code< A325 CONNECTION BOLT DIMENSIONS 3/4" 7/8" 1" ' 13/16" 15/16" 1 1/1 2 1/2" 1 3" 1 4" 1 3 1/2" 1 4" 1 5 1 2 1/2" 3" 3 1/4" 3 t/2" 4" 4 1/2" 1 1/2" 2 1/4" 2 5/8" 3" 3 3/4' 4" 2'-0' 2'-0' 2'_0" 2'-0- 2'-0" SPLICE BOLT SPACING 1/2 BSMAX (3J") WHEN BSMAX = 2'-0A" TO 4'-0 (NOT TO EXCEED Z'—p) 1/3 BSMAX (t ") WHEN BSMAX = 4'-04" TO 6'-0 1/4 BSMAX (±Ib") WHEN BSMAX = 6'—Oib TO 8'-0 1 1/2" 1 3/4" 1 7/8" 2 1/4" 2 1/2" 2 3/4" (BFCD + RNWT) PF INSIDE OF FLANGE IS INCREASED BASED ON THE YT & YB VALUE. PF FOR CONNECTION B, F, I AND P ARE THE SAME AS USED ON CONNECTION E SEE BOLT AT FLANGE DETAIL. NUT THICKNESS IS. EQUAL TO THE BOLT DIAMETER AND .15625" WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED. REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST FLANGE THICKNESS EITHER SIDE OF THE CONNECTION. 3" + IT 3 1/2" + TT 3 3/4" + TT 4 1/2" + TT 1 5".+ TT 5 1/2" + TT or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped or TB Sloped 1 1/4" 1 1/4" 1 1/2" 1 3/4" 2 1/4" 2 5/8" 3/4" 1" 1 1/8" 1 1/4" 1 5/8" 2 1/4" 1 3/8" 1 3/8" 1 5/8" 1 7/8" 2 3/8" 2 3/4" 7/16" 5/8" 3/4" 13/16" 1" 1 3/8" 9/16" 3/4" 7/e" 1" 1 1/4" 1 1/2" 5" B. 8" 8" 10" 12" N/A to" 12" 12" 1R" 18" D (BOLT DIAMETER) HD (HOLE DIAMETER) EED(E) PF IT YT PF Top Connection Code _ S S Splice Bolt Spacing See BSMAX BSMIN and SPIICe Bolts BSMAX See BSMAX in Table) PF TB B PF EED(E) or EEDK STANDARD CONNECTION DESIGNATION (CODE 4E/2E SHOWN) CONNECTION I BOIL COLUMN JT PIER PF COLUMN OR RAFTER RANGE NNECTION PLATE (REQ'D SPACES) S GT IS EQUAL TO GREATER THAN HALF RNWT RAFTER WEB DEPTH BFCD / PF RFnn i BOLTS MAY BE FIELD INSTALLED IN EITHER DIRECTION CONNECTION B & P w Side Shown, High Side SE, s r o�:reltet•:[eiQ SEEN I Top Connection Code EED(E) PF TT YT PF S Splice Br S See BSMAX ii Splice Bolt Spacing See BSMAX BSMIN and BSMAX HEAVY CONNECTION DESIGNATION ATE (CODE 4EH/2EH SHOWN) WASHER (IF REQUIRED) BFCD BOLTS MAY BE REM INSTALLED IN EITHER DIRECTION AIL Frame Documentation A325 Connection Bolt Details B 4E/2EH Connection Code (See "Connection Code Format" on this drawing) Connection Location CROSS SECTION CONNECTION CODE KEY (AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS) Flange Brace Material Schedule Part Mark Material FB4_ L 2" x 2" x 14 Ga. FB5_ L 2" x 2" x 14 Ga. F86_ L2"x2"x All FB7_ L 21" x 2k' x N' 9 .o' o` `o 0 2. Gusset Plate in (At Rafter Outer Flange shown) em IE 4ED E Nm 1 D (BOLT DIAMETER)A G o HD (HOLE DIAMETER) �6m rIs h C MFis x EED(E) — c S ' `o ao-ia PF F in TT YT ✓A PF C c S $ 8 . hs f Splice Bolt Spacing m B S n �` See BSMAX np inand ❑ ❑ BSMIN BSMAX u�lz iarc il WRo, ` I F VZLL} I0S i�<�m PF B YB PF S ±J�j —j EED(E) or EEDK EED(E) or EEDK Gusset Plate (At Rafter Inner Flange shown) 4X CONNECTION DESIGNATION ( CODE 4X/4X SHOWN ) Project Engineer. JMR Job Number. 17-B-78914 Sheet Number El of 11 The engineer whosese a ppears hereon a em n ployee for the manufacturer for the materials described herein. Said seal or certificotion is limited anlyIhe undersigned engineer NI not the overall engineer of record for this project. n—N, boa b— digilelly aig,od. STATE OF e rc Field Service Procedures Authorization For Corrective Work Unloading, Handling And Storaqe Roof And Wall Panels Roof And Wall Panel Damage During Construction " a asPlanes In Order To Give You Prompt Services And Keep Problems To A Minimum, Handle Any Shortages Or Book Charges In Be Following Mannm Normal Erection Operations Include Be Correction Of Minor Misfits By Amounts Of Reaming, Chipping, Welding Or Cutting And Be Drawing Of Elernents Into Line STRUCTURAL A Cored Amount Of Time And Trouble Can Be Saveld If The Building Pads Are Manufacturers Roof And Well Panes Include Color Doi Dravidian, And Galvanized. Provide Excellent Service Under Witldy Varied Conditions. All Unloading Be Qualify Of Workmanship In Steel Construction Practices And Handling Methods Used Darin 1. Carefully Check Your Peeking fiat Mile Unloading. Through Be Use Of Drift Pins. Errors Thal Cannot Be Directed! By Be Foregoing Demded At The Building Site According To A Pre- Arranged Plan. Proper Location And Erection Pemmnd Should Fully Understand Thal These Ponds Are Quality The Construction Of Be Metal Building Can A nifiantl And Be er Appearance Mld Performance Of The Building Pans. PondDamageOaring 2. Mark Any Items At Appear To Be Missing And Notify Be Fied Means Or Which Require Major Changes In Be Member Configuration Should Be And Handling Of Companies Will Eliminate Unnecessary Handling. Mngrhandise, Wnkh Merits Cautious Core Md Handling. Construction Can The Result Of Pointy Installation Methods And/or Service Department Al Be Number Shown In Be Title Block As Soon Reported Immediately To Be Owner And Be Fabricator By Be Emi To Enable Construction As Possible. Calling Someme Else Could Delay Be Prefer Response. Whoever Is Responsible Either To Coned Be Error Or Approve Be Most Efficient Wff UNDER NO CIRCUMSTANCES SIOU PAN ROUGHLY INITIAL CLAIM' And And Economical Method Of Correction To Be Used By Offers. (AISC 303-10, 7.14). If Be Error Is Be Fault Of Be Manufacturer An "Authortzatm For Piece Marks Are Stencilled On Be Primary Structural Members At Be lower End. l'-W From Be End, inspect At Shipments Prior To Releasing Be Re -downs For Packages Of Sheets Should Be Lifted Off Be Truk With Extreme Core Token To Ensure That No Damage Ocare To Ends Of The Sheets Or to Side Ribs. Be Overcriven Factorial Cause Indentations Or Sallow Pockets In The Pond Around In The Event Of An Error, The Customer Meat Promptly Make A Witt. Or Verbd "Initial Claim" to Be Manufacturer For Be Correction Of Design, Draffin Hil Of Corrective Work' Must Be Issued In *tun a The Manufacturer To Authorize Be g YAtmospheric Loads That May Have Shifted During Transit Packages Should Be Stored Off The Gerund SuRidently High To Allow Air Be Fastener Head. Rain Water Or Condensation Moisture Combined With Pollutants (principoly Sulfur ploxides) And Oirt Perdido Called in 9 , Motwials Or Fabrication Error. Corrective Work At A Cast Not To Exceed Be Maximum Taal Cod Set Earth. Alternative Corrective Weak Other Than But Proposed In The "Initial Claim" Ma REMEMBER SAFETY FIRST' Circulation Dndemmn BeThe Packages. This Avoids Ground Maisure And Deters People From Walking Dn The Patlmges. One End Of The Pakage Should Be These Packets. Be Combination Of Pollutants And Water Creates Acid Solutions AntW Be "Iniliol Gaim' Includes: Y Be Directed By Be Manufacturer In Be 'Mthorimtion Of Corrective Work". Only During Columns And Rafters Protect The Splice Piles And The gab From Bewtd To Enaumge Drainage In Case Of Rain. The Manufacturer Exercises Sam WII Cause Cway, B Damage e I Be Panel pd Posturer. Rain May Wash Some Pollutants Away, But Moisture In Farm Of High Humidity Can Keep These 1. Description Of The Nature And Extent Of The Errors, Indutling puantitiea 2 Dncriplivn Of The Nature And Extent Of Proposed Corrective Work; The fled Service Department May Authorize Corrective Work p y Damage Damage During The Unloading Process. If Also Facilitates Be Placing Of Sings And Cables Around Member For Later Lifting And Allows Members To Be Bolted Course During Fabrication An Shipping Operations To Fare Thal All Pond Stack Is Kept Dry. However Due To Climotk Conditions, Water Formed By Condensation Areas Wet Md Continue The Problem. Owldriving Be Fastener Also Forces Be .a, r rc z - o Indudng Estimated Man-Haum. FINAL CLAIM' Together Into Sub -assemblies While on BeGround. Extra Care Should Always Be Of Humid Air Become Trapped Belem Sheets. Water Con Also Be Trapped Sealing Washer Fran Under Be Head Creating A Leak At This Paint. Proper Torque Adjustment Of Be Screw Dan Or Preferably The Use Of A Depth Gouge w a J 3. Materials To Be Purchased From Other Than the Manufacturer, Including Gaim" In li in Must Be Forwarded B BeCustomer To Bey g Y Emotion! Exercised In Be Unloading Operation To Prevent Injuries From Handing Sled And Between The Stacked Sheets When Expose! To Rain. This Ma piscolomtian Will Eliminate Be nature Of Ovndriven Fasteners. o Z F Estimated Quantities and Cast °pO58 4. Maximum Total Cast Of Proposed Corrective Work And Materiels To Be Manufacturer Within (10) Data Of Be Completion of Be Corrective Work To Prevent Damage To Materials And The Concrete Slab. If Water Is Allowed To Remain For Extended Periods In Bundles Of Primed Ports Such As Girls, Pudins, Caused By Trapped Moisture, Be Stain Is Usually Superficial And Has Little Effect On The A Or Service Life Of The Ponds As Lon As It Not Permitted Appearance 9 F i Purchosed From Other Than The Manufacturer Authorized B BeManufacturer. Y Etc., The Pigment Will Fade And BeThPoint Will Soft. Reducing Its Bond Be To Remain On The Pond. However, Moisture In Contact With The Surface of Tha Panel It Is Extremely Important Thal All Odl Shavings From Be Insulation From And Ellin s From BeSow CA D g Of Ponds Be Removed Fram Be o � - ono SHORT MAIERIALS: THE 'FlNA CLAIM' MUST INCI DUE To The Sled. Therefore, Upon Receipt of A Job, All Bundles Of Primed Parts .All Bun Should Be Stored At An Angle To Allow Any Trapped Water To Groh Away And pond Over An Extended Period Can Severely Attack Be Finish And Reduce The Effective Service Life Sae RI-07 Titled 'Damage From Condensation Or Trapped! 9 PP Pond Sur Pond Surface. Galardi Con Occur In M Matter Dt Men These STovings Or as Quantities Are To Be Verified Cue Up. Delivery Of Mrities 1. Actual Number Man -Nauru By Dofd Of Direct Labor Use On Corrective Work And Actual Permit Air Circulation For Drying. Of Water Should Not Be Allowed To Quota , o WateToolsr flfxga Me Not Removed And Are in Contact Win Water U Condensed Moisture. Mo. Panda Are Pre -Drilled err Cot In The Stack Prior To Erection All Shavings 0 w n By Thal Are sited Bar The Shipping Oocummt, By BeThe Customer Manufacturer Nor Neither Be Manufadurer Nar BeThe Carter Is Responsible Fa Material Shortages al ce rlyOn Rate Of Pay, 2. Tares And Insurance On Total Aduol Direct Labor. r Rafter Called Md Remain G Columns Or Rokngs For Same Reason, CAUTION: Must Be Cleaned From Both Sides Of Be Pond To Prevent Corrosion Of The m w m Against Be Quantities Blrled On Be Shipping Documents If Such Shortages Are Not Noted On Be Shipping Documents When The Material Is DeliveredM 3. Other Direct Casts On Actual Direct Labor. solventse 4. Cost Ot Math (Hal Minor Supplies) Authorized ay The Manufacturer To The Coat Of Shop Primer Is Intended To Protect Be Steel Framing Only For A Short Period of Exposure io Ordinary AAtmospheric Conditions.y The Coat Of a, Care Should Always Be Taken When Walking On Ponds. Use Safely tines And Net Pond B These Partide, If Is Imperative That The Roof Be Swept Clean At Least polAntl Certainly A[ Job Completion. The Final Gearing Of The Raof Should Be o 0 o Acknowledged By The Conte Agent If Be Connw Is The Manufacturer, Guiana Be Purchased From Other Ron The Manufacturer. Including Copies Of Paid Primer Does Not Provide Be Uniformity Of Appearance, Or Be Durability And When Necessary. Panels Me Slippery, Wipe Dry Any Moisture Or Surface Mummol That Had Puddle From Handles Stored On A Slo w. Dew, Frost, Or Other Farms Of Dane Prior To InstallingThe Cottw So That The Shades Me Not Deposited Into Shavingsn BeThe Gutter Me left To Grade. My Other Foreign Objects or Debris LBy Far riShortages;uanAre Re Be Made By Be Customer To Be Common Ca Rule If The Material Quantities Received Correct According To Be Quantities Billed On Invoices. 5. Total Actual Dirac[ Curt Of Corrective Wok (Sum Of 1, 2, And 4). Be Corrosion Resistanre Of A Field Applied Finish Coal of Point Over Shop Primer, BeThPanda. Always Assume Panel Moisture Greatly increase BeThAccordingly. Surface Never Slippery And Act Acaodngiy Never Walk Of Step On Skylights Or Construction ion Also Be From Be Roof During BeTh `o 0 0 Be Shipping t A Or The Moe But Are Less Than Be Quantities Ord •Final laim o Not Are Coedited To Be Cuetamw By The Cturer In The Translucent Panels. en o Roof And on Of Such Erection Of The Raf Md BeThinstallation Of Such Equipment As Air Condition Unite, Etc.. 0 '- 0 t Are s Quantities That Are To Complete Be Metal Building Acceding To The Acceding Total t Amount Not To Exceed Be Lessor Of The Maximum Total Cost Set Earth ° aim I Order Documents, Claim Is To Be Made To The Manufacturer. o In no *Authorization Far Corrective Quark' Or Be Total Direct Coal of Use Wood Blocking To Elewfe And Slope Be Ponds In A Manner That Allows Personnel Walking On Be Panel Con Cause Damage. Workmen Skald Step Or DAMAGED OR DEFECTIVE MATERIAL Corrective Work Maislure is Drain. Wood Blocking Pieced Between Bundles WII Provide Additional Walk I And Walk In Be Broad not Areas Of Be Panel And Awitl Stepping On Be Panel s a o Damaged Or Defective Material, Regardless Of The Degree Of Domoge, Must be IMPORTANT NOTE Air Circulation. When Handling Or Uncrating The Panels, Lift Rather Than Slide Them Aped. Barred Edges May Scmlch Be Costal Surfaces Man Sheets Are Ends And Edges Which Con He Bent By Carless Handling. If This Damage Is Severe. Be Edge Must Be Straighten Prior To Erection Since The Appearance Y Noted On The Shipping Documents By Be Customer And Acknowledged By The Gat Of Equipment (Rental Or Transaction), Small Teals, Supervision, Ovemeod Slid Over One Another. Never Allow Ponds To Be Walked on %He On The Ground. And/or Weather Tightness Of Be Pond Could Be Affected. Dragging one Pond Carrier's Agent, Be Manufacturer Is Not Responsible For Material Damaged In Md Pratt Are Net Subjected To ❑alms. Across Another Con Cut Or Abrade Be Coating Causing Unsightly Marks On Be C Unloading Of Packages Or Nested Notable, Including, But Not ❑mited To: "C" "Z" Pond Surface. G en Fodmm, Sheet Metal, And Sections And Covering Panels That Became SHIPMENT ARRIVAL TME, Wet And/Or Damaged By Water While In Be Possession Of Others. Packaged Or Every Effort WII Be Made Ta See Met Be Conier And. At The Jobaits On The Atlwnpts To Erect Ponds Ounng Windy Cantlifions Should Be Avoided To Prevent CCCM$ U ro Nested Material That Bmi Wet In Transit Must Be Unpacked. Unpackd And Requested Hour. Manufacture, Makes No Warranty And Accepts No Fissionability Fa Costa Associated Damage And Of Safety Considerations. G NW Dried By Be Customer If The Carrier Is Be Manufacturer. Be Customer Must With A Shipment Not Aninmg At Be Requested Time Unless V I Make Can For Damaged Directly To Be Manufacturer. If Be Canter Is A A Separate Agreement Has Been Made In Writing Far A Guaranteed Arrival Time. Drainage leaving Dirt Pled Against The Exterior Net Ponds At Be Foundation Will Cause T Common Course, Be Customer Must Make Be Claim For Damage To The C>� Panel Damage. This Dirt May Be Wet Or At Least Contain Sane Moisture. Mud ¢°A , o N < Common Conte. Be Manufacturer Is Not liable For Any Claim Whesaew Including, But Not Limited To Labor Charges Of Consequential Damages Resulting May Have Splashed Onto The Woll During Construction. Corrosion Damage May Occur Where This Dirt Or Mud Contacts Be Panel. In Areas Mare C 'd n ¢ ❑me Fran Custioni Use Of Damaged Or Defective Materials That Can Be Detected Elewfe St Stabilization Of Be Sail Is Required, Corrosion Damage From BeSoil's Content RLikelyequired,From rY E caw By Visual Inspection. Be Accelerated And Moat Be Severe All Did Meet Be Removed Fran Be Pond Walls Al Be Time Of Completion Of We& Pre evew fl^ E. 2 ¢ ow ❑ EXCESSIVE MATERIAL -Painted Panels May Require Touch-up If Be Cooling Has Rem Damaged During Handling Or Erection. Be Manufacturer Reserves Be Right To Recover Any Material Delivered In Excess arc ase R tl B me Order Daamml, Of Required y Be Appearance Of The Bulding May Be Affected If Damaged Spats Or Scratches _ ,C n ao Are Would In Highly Viable Places Such As Around Doors, Windows, Etc. If .3 he m OIL CANNING IS NOT A CAUSE FOR REJECTION Damage Is Extensive Then Replacement Of Be Entire Panel Should Be Considered. y a ra E en a a' e Safet Commitment v N € Q ry Types Of Finishes Damage From Condensation Or Trapped Water Be Bulder/Contractor Is Responsible For Applying And Observing All Pertinent Roof Maintenance Guidelines Never Step On Light Transmitting Panels Nm SHOP PRIMED STEEL It Is Extremely Important That Be Ponds Be Monitored For Evidence Or Trapped Safely Rules And OSHA Standards As Applicable. 1. Inspect Roof Far Damage After Heavy Stearns. (LTP's) Of UDadeoded ROOF Pans o 0 All Structural Members Of The Metal Bulding System Net Fabricated Of Corrosbn Water Or Moisture Condensation *Is Awaiting Erection. High Humidity Conditions n Resistant Material Or Protected By A Chairman Resistant Coating Are Pointed With One own Temperature Cycling WII Cause Cmdensatlan Between Ponds Within Be Be Building Manufacturer Has A Commitment To Manufacture Quality Bulding 2. Inspect And Reseal As Necessary All Roof Curbs And Other Penetrations With V le,' m y Not Of Shop Primer Meeting The Performance Requirements of SSPC Bundle. Condensation Dan Occur Frequently Near The Sea Coast Or Other Large Components That Con He Safely Erected. However Be Safety Commitment And Urethane Sealant. auK Paint Specification No.n. The Cool of Sop Primer Is Intended To Protect Be Bodies Of Water. Job Site Practices Of Be Erector Are Beyond Be Control Of Be Building ry~rz ° Steel FramingFar Only A Shot Period Of Exposure To Ordinary Atmospheric Y P YManufacturer. 3. Always Gal Manufadurer Approval Before Making Any Modifications To Be i w sw0 N dr A Stared In Be Field Pending Erection Conditions. Shop Primed Sled Ground Should Be Kept Free of The Ground And So Positioned As To Minimize Water If mereJobefte livers Are Used, They Should Be Tied Away From Be Bundle At Lamers is Allow Air Circulation Arend The Bundle. This W11 Help Prevent Roof. Panda Moy Collapse a If Not Properly Severed 3 z 'o Holding Pockets, Dust, Mud And Other Contamination Of Be Primer Film. Repairs Moisture Ewporaling From Be Gourd b Building Floor From Condensing On Be It Is Strongly Recommended Thd Safe Working Conditions And Accident Prevention Pmdicea Be The Top Priority Of Any Job Site. 4. Repaint Any Areas Thot Are Susceptible is Rust As Required. mr-� Of Damaged To Prhned Surfaces And/or Removal Of Foreign Material Due To Prods. Plastic Or Other Impermeable Covers Me Net Recommended. ImmMbte Nmom o` Improper Feld Storage Or Site Conditions Me Not The Responsibility Of Be Action Is Required If The Ponds Are Found To Be Wet From Any Cause Be Local, Slate And Fa l Safety And health Standards. Whenw Standard Steamy S. When Performing Roof Maintenance, Always Take Be Following Precmtimm Sces. NOT TO SCALE Manufacturer. Be Manufacturer Is Not Responsible For Deterioration Of The Shop Handles Must He Opened And Each Panel Un-Slacked And Thoroughly Dried On Or Customary Should Always Be Followed To HOP Ensure Worker Safety. o. Use Fall Protection And Other Safety Protection As Required. Drown by VSS 10/5/20 Coat Of Primer Or Common That May Result From Exposure To Atmoswi phc And Bath Soles. Re -Slacking The Panel At A Slight Angle To Each Other To Prevent b. Do Not Walk On Roof noshing Such As Carter, Rake, Hip Or Ridge nosh. Environmental conditions, Nor The Compatibility Of Be Primer To Any Field Nesting Will Allow Air Circulation And Assist In Keeping The Panel Dry, In Severe Make Sure All Employees Know The Safest And Most Productive Way Of Erecting A c. Do Not Walk G Light Transmitting Panels (LTD's). They Will Not Support A Checked by PNR 10/5/20) Applied Coating. Minor Abrasions To Be Shop Coot (Including Galvanizing) Caused Conditions Large Fans Can Be Used To Circulate Air Between Be Un-Stacked Building. Emergency Procedures Should Be Known To All Employees. Daly Meetings Person'. Weigh. Roof Ponds Mud Be Completely Attached To Be Pudins And To Ponds On Either By Handing, Loading, Shipping, Unloading And Erection After Painting Or Panels And Accelerate Drying. Damage To Be panel Coating Occure When Panels Highlighting Safely Procedures Are Also Recommended. Be Use Of Hord Hats, d GuaN All LTP'd And Roof Side Before They Can Be A Sde Walking Surface. Light Transmitting Panels LTP's) Project Engineer. Galvanizing Are Unavoidable. (MBMA 2012, Chapter IV 4.24). P Became Wet And Are Allowed To stay wet. damage Con Occur To Nested Panels Rubber Safe Shoes Far Roof Work, Proper Equipment Fair Handling Material Andpmectl e. Step Only In BeThPanel Flol Directly On Or In Case Proximity To A Translucent Panels Con New Be Considered As A Welkin Surface. g Job Numbed 17-B-78914 Within to 48 Hours. This Damage Shower Corrosion And Discoloration Of The Safety Nets Wnwe Applicable Are Recommended Supporting Raaf Structural. ur Panel Surface And is Cammanly filled Wet Storage. Stain, Zinc oxidation, N Partially Attached Or Unattached Ponds Skald New Be Walked Be rCAI evel rs 1 b Be Trade Nome is antented Steel Shcel And Col Product "White RmP. Supplied By Be Far Be Purpurer ll Of Determining Lift Requirements, No BundleInformation e. After Other Have Been Be Roof For Any Reason, Be Roof Sheet Number: R1 12 Halwgme Re Having A Coaling IN BeCoati Resistant Aluminum -Zinc Alloy. Be Mixture Is Balanced To Obtain e Cooling That Retains Be Corrosion Resistance And Neat Terry i Manufacturer WII Exceed 4,OW Pounds. For Further f Structure Also reference Be Bill Mormatio Far Individual Member Weighs Of Members. If Caused cl For Damage Cause B Workers Include Chemical Or Solvent S ills, Scratches S In Sidra, Sc Be Point Ors Conlin g Foal Truffle Ave Punctures Make Sure Do Not: The engineer whose seal se Aluminum And Galvanic Protection Zinc. Be Best Properties Of fZinc. l I Additional Information Is Re Service Required Contact The Field Service pepadment Department. Thd All Debris Or Sme Behind Soro Leff Behind B Workers Is Remove From The Roof By P Y 1. Step G Rb At Edge Of Panel. appears hereon is an employee for the manufacturer far the Both Aluminum And Zinc Are Combined In Thia Coating And Offer Added Service Ban Aluminum oa u Life Far The Building. ICE AND SNOW id Immediately. Avoid Using Cutoff Saws And Wattling Equipment Over Be Roof. The 2 Step Near Crease In Rib At Edge Of Panel, materials described herein. Said And Snow Excessive Ice And Snow Removal Should Be Removed From The Roof Immediately Roof Must Adequately Protected. seal or certification is limited Pre -Printed: Prevent Damage To Roof And Passible Collapse. oi Not use Metal Tools To FOOT TRAFFIC 3. Step Within 5 Feel Of Edge G Unsecured Pond, to the products designed and Steel As A Substrate, Par-PointedtFhSteel Is Given An Additional Using Gbitor re remove Be Ice Or Snow As This Can Damage Be Paint And/Or Galvalume 's. Keep Foot Traffic To A Minimum. Heavy Fool Traffic Con Cause Pending On Low manufactured by manufacturer only.The undersigned engineer is P Rust Inhibitor Primer Coat. This Primer Cool Further Increases Be Cwrmion Coatings Also Be Combat Around Pipes Md Denal Pilchad Roofs. This Is PmUmIdy Tme Just Upslape From The Ease And At p Sin Roof Panel Must Never Be Used As AWork Platform. An OSHA Single Approved not the overall engineer of Resistance. These Coatings Are Applied To Be Exterior Surface of Be Panels Be Extremely Combat If Your Roof Has Light Transmitting Panels. More Panels WJI Endlaps. Runway Should Be Used For Work Platforms. (Conant OSHA Safely Md Health ,cord for this project. And A Wash Not Designed Only For leader Use, Is Applied On Be Opposite Side, Air Cealalbn Not Support A Parsers Weight And Will Be Difficult Or impassible To See If They Always Walk In The not Of Be Pond Near A Supporting Roof Structural. Do Not Regulations For The Construction Industry). Safely First! Golwlume And Pre -Painted Sued Con Give Excellent Service For Many Years If A Are Covered With Ice Or Snow. See MBMA Low -Rise Building Systems Manual, Walk On Than Or In Gutters. Few Rules Concerning Their Core And Maintenance Are Observed. All Of These Appendix AB For Details On Snow Remowl Procedures. These Procedures Should M Bare Golwlume Roofs, Excessive Foot iraPoc May Cause Black Bearish Marks. Finishes Are Equally Subject To Damage And Corrosion Men Core Is Not Provided. A Softening Of Be Point Film Con Occur With Pre -Pointed Steel Under Wet Commerce When Half Of Be Design Roof Snow Load Is Realized. If Regular Foot Traffic Is Planned For A Roof, Provisions Shedd Be Made For A Conditions And The Derablily Of Be Panel Finish Substantially Decrease. Properly Designed And Installed Walkway System. In Order To Limit Access To Be PAINT AND COPING MAINTENANCE Rare Bore Galvanized And Galmlume Panels Rend More Quickly To Seduce Oxidation iii REMOVAL Roof, Roof Reform Or Access Ladders Should Be Looked Al All Ram. A Sign Remove Smudge Marks From Bore Colmlume: Since They Lack The Additional Protection Of Paint. Zinc Coded Or Golwlume Any Foreign Codes Such As SowdustDid, Leaves, Animal Mappings. Etc. Will Posted At The Access Site Stating Thal Only Authorized Personnel Are Allowed On Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub Win A Clean 9 Y Ponds Under Norval Exposure Farm A Zinc Aluminum Oxide Film On Their Canoe Corrosion Of Be Roof, Cotters, Trim, Etc. If Left On Be Building Surface Be Roof. In Addition A Log Back Should Be Kept Of All Haifa To The Roof And can And Rinse With Water. Do Not Rub More Than Required To Remove Surface Allowing A She Oxidation Process Colled'Wmthering' To occur Mot For A Long Enough Mae. Be Rmf Should Be Periodically Inspected For Such The Reason Far Such Visits. Smudge Marks. No Product WII Remove All Smudge Marks. Inhibits Further Corrosion. In Nested Bundes Constant Contact Of The Panels Win Conditions And If Found, They Should Be Rectified In A Manner Consistent With Remove Rust Stains: Soft Sams Withmt Bleach Has Proven To be Somewhat Effective Rub With A Condensed Or Trapped Water Prevents Thia Weathering Process. These Rod Maintenance Guidelines, New Allow Treated Lumber Or Concrete/Mortar/(rout To Came In Contact Win Roof Panels, Especially Golwlume DISSIMILAR METAIS Never Allow Your Roof To Come In Contact With, Or Water Runoff From Any Soft Con And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of Be Zinc or Zinc Aluminum Coaling Con Now Occur And May For Extended Pwids fit Time. fitsdmlar Metal Including But Not Umited To: Slain. No Product Will Completely Remove Rust Stains. Lead To •fled Rust In A Shod lime. If Discoloration Or Stains Are Minor A Copper, Lead Or Graphite, This Includes Copper And Anemic Sate Used In Treated To Touch -Up Scratches In Point (Not Bare Metal): Household Cleaner Of Be Type Used On Porcelain Sinks And Bathtubs May Be PERIWIG INSPECTOR- Lumber. Calcium Used In Concrete, Mortar And Mat Clean Area To Be Pointed With Mild Detergent. Rinse Thoroughly And Dry. Used Ta Remove Stains. Wire Bwdring Or Abrasive Materials Should be Avoided All High-Slrmgth Shall Be Periodically Be lamented For Rehires, Pediculady In Using A Small Aird's Brush, Lightly Apply A Minimal Amount Of Color Since Scratching Or Removal Of Be Coating Could Occur. Pond Win Significant Crane Buildings And After Seismic Or Wind Activity. Be Crane Manufacturer Mil Motched Touch -Up Pain Required To RI/Cover Be Scratch. Contact Be Damage Should Be Replaced By The Buyer Prior To Erection. Specify A Minimum Period But It amid Not Exceed Two Years. Building Manufacturer For Assistance With Ordering/Purchosing Touch -Up Paint As Needed. DRAINAGE 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water Quickly Drain From The Roof. 2. Do Not Use Wood! Blocking To Hold Equipment Off Be Panel Seems. This Page Blocks Be Flow Of Water And Hold Moisture. 3. Do Not Allow Rooftop AC Units Or Ewpwatiw Coders To Drain Onto Be R1 Roof. Erection Guide ale Rev 4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature JUI'17 07 Corrosion. Building Anchorage 1. To Determine That Be Foundation Is Square, Measure Regard Dimensions To Be Sure They Are Of Equal Length. 2. To Determine That Be Foundation Is Level, Set Up A Transit Or Level And Use A Leval Rod To %twin The Elevation At All Columns. 3 Carefully Check The Location Of All Anchor Rods Against The Anchor Rod Setting Plan Fumbled By Be Manufacturer. All Dimensions Must Be IdenPcol To Assure A Proper Start-up. It Is Extremely Important That Anchor Rods Are Placed Accurately And In Accordance Will Be Anchor Rod Setting Plan. All Anchor Rods Should Be Held In Place With A Template Or Sal Means, So That They WII Remom Plumb And In Correct Location During The Placement Of Be Concrete, A Final Check Should Be Made After Completion Of Be Concrete Work And Prior To The Steel Installation. This Will Allow Necessary Corrections To Be Made Before Costly Installation Labor And Equipment Ammar Tempmte Farm Boar. Anchor Rods \� p Sheeting Notts Steel Line UU (See Anchor Rod Plan) B E Transit u':; 1jy: Sheeting Notch Shown But May Not Be Required • •i(.".'r:? (Ses Anchor Rod Plan) Pre -Erection Notes: -- The Following Notes, Procedures And Suggested Recommendations Are Important Parts Of The Pre -Erection Process. 1.) Prior To The Time The Erection Crew Arnwo, A Responsible Person Should Check Be Job Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size And Iocallon. The growing Shown Below Indicates A Method Which May Be Used To Check Be Foundation And Bolts For Square. 12' Anchor Rods agonals Should Equal Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If The Diagonal Distance Between These Points Is As Noted, The Corner is Square. Diagonal Measurements Between Opposite Anchor Rods WII Indicate If These Bolts Are Set Square. Projection Of Anchor Rods (D) Given On Anchor Rod Plan Sheeting Notch (See Anchor Rod Plan) Form Board 1`y\� \e `)2 slim Template Dimensions A, B. And C Given On Anchor Rod Plan AISC Code Of Standard Practice For Steel Building And Bridges Tolerances For Setting Anchor Rods Anchor Rod Diameter, Inches from) *Horizontal Varmtion. Inches farm) r and P (19 And 22 mm) r (6 ram) 1', 1)', 1} (25, 31, 38 men) (10 ram) I t'. 2'. 2r W. 50. 63 mm) (' (13 ram) Centralia Column Steel Line .."am Of -I f- Bose Plate _E r> E Conaele " I * Elevation 'H ANCHOR ROD 5�. Tr OLMANCES BASE PLATE AND ANCHOR ROB TOLERANCES * Horizontal Variations Vary Depending On Anchor Rod Diameter. See Above Erection Tolerances ERECTON BRACING It Is The Responsibility Of The Erector To Determine, Famish And Instdl All Temporary Supports Surd As Temporary Guys, Beams, Foliework, Cribbing, Or other Elements Required For The Erection Operation (In Accordance With Section 7.10.3 Of ANSI/AISC 3D3, Code Of Standard Practice For Steel Building And Bridges). Height Tolerance (t) H/500 to 12' 15, d 20' }• 25' 30' 45' �. 60' AUGNMENi TOLERANCE FOR MEMBERS IMB MELD SPUMES Sidewall I , soon war war Jspe desL 500E siaewdl Sidewell Plan Yew MEZZANINE SEAM HE GHT TOLERANCE General Erection Notes 1.) At Structural Framing Members, Pudins, Girls, Clips, Flange Braces, Bolts, Bracing Systems, Roof And Wall Panes, Ele. Must Be Installed As Shown On Treat. Drawings. 2.) It Is Extremely Important, Especially During Construction, not Panels At Be Eaves, Rakes And Ridges Be Kept Secure Panel Cautions And Notes To Minimize Potential Of Concedes Action Al Be Bottom Edge Of YhO Prods, Be Contractor Must Ascure That Be Fdlowng Procedures Are Followed: I.) Be Concrete Foundation Should Be Cured Far A Minimum Of Sew, (T) Dop Before WO Panels Are Installed. (Uncured Cmaele Is Highly Mesas And Metal Panels Can Undergo Vuan, Degree Of concedes Alta& Wean In Bast Canted Wb The Cacti After The First Weak BE Be Onhg Cyder, Be Reaction Between Middle Coatings On Slid And Be Concrete Is Essentidly Haled 2) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel. 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 4.) Upon Completon Of Finish Calling, AT Dirt Is To Be Cleaned From Around Base Of Wall Panel More It May Have Collected In Panel Notch Or On Bose Trim. Wall Panel Clean Dirt Frain Around Panty Base Pond Notch Shown Foundation Or 0... TOJr- Slope Finished Grotle Away Fran Building Fastener Installation Caned Fastener Installation Is Cue Of Be Mast Cdtlml Steps When Instdl'ng RoalMl Ponds Drive The Fastener In into It Is Tght Aa The Washer Is F'vmly Seated. He Not Marcum Fast.. A Sight Exlrueion Of Neoprene Around Be Wedler Is A Gaud Visual Tghtinea Check. Awop Use Be Proper had To Inetall Fasteners. A Fastener Ddw (Sao Cur) WN A RPM Of 1700-2000 Susid Be Used Far Sal-0nlling Screws. A WG-600 RPM Fosterer Driver Scald Be Used Far Sdf-Tappng Sarews Discard Warn Sockets. Thee Can reuse Be Fostmer To Wobble During Installation. Note, Always Remove Metal Filings From Surface Of Panels Al Be End Of Each Wad Period. Rusting Filings Can Destroy The Paint finish And Void Any Warranty. l� ¢LL &10 Scads. NOT TO SCALE Drawn by VSC 10/5/20 Checked by PNR 10/5/20 Correct Compression Of Sealing Washer Tao Tight Compresslon Of Sealing Washer Too Loose Compression Of Sealing Washer Project Engineer, Job Number 17-13-78914 Sheet Number. R2 of 12 Tape And Tube Sealant Proper Tape And Tube Sealant Application Is Crilied To The Weather Tightness Of A Building. Tape Sealant Should Not He Stretched Men Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On Be Roof Thal Can Be Installed in A Day. During We= Weather, Store Sealants In A Cool Dry Place. During Cold Weather (below 60r) Sealants Must Be Kept Wonn (60•-97) Until Application. After Tape Sealant Has Been Applied, Keep Protective Paper In Place Until Panel Is Ready To Be Installed Imoortant Note All Details, Recommendations And Suggestions Contained In This Erection Guide Of This Drawings Set Are For General Cuiddines Onlp, And Not Meant To Be AIL-induedes. Indus" Accepted Installation Practices Vith Regard To All Areas Not Specifically Discussed In This Section Should Be Followed. Only Isperienced, Knowledgeable Installers Familiar With Accepted Practices Should Be Used To Assure A Quality Project. It Is Emphasized That Be Manufacturer Is Only A Manufacturer Of Metal Building Components And Is Not Engaged In The Installation Of Its Products. Opinions Expressed By Be Manufacturer About Installation Practices Noted In Be Erection Glide Are Intended To Represent Only A Guide. Both Be Quality And Safety Of Installation And Be Ultimate Customer Satisfaction Wit Be Gampleled Holding Are Determined By The Experience, Expertise, And Skills Of Be Installation Crews, As Well As The Equipment Available For Handling Be Materials. Actual Installation Operations. Techniques And Site Conditions Are Beyond The Manufacturers Control. ears hereon is an employee the manufacturer for the undersigned engineer is overall engineer of err this project. Erection Guide PER Roof Panels Note. Rcaf Panel Far PBR Roofs With Ridge Ponds, It Is Recommended That Both Sides Of The Additional Insulation Ridge Be Sheeted Simultaneously. This WII Keep Be Insulation Covered For Be May Be Required To All 7— Maximum Amount Of Time And Be Pond Ribs Can Be Kept In Proper Alignment The Eave Strait And For Be Ridge Pend. This Is Critical On Be FOR Panels So That Be Ridge Pops Prevent Condensation Can Be properly Installed. Chad Far Proper Coverage As Be Sheeting ProgressesIn Certain Climate Regions Insulation lads Install Be First Run Of Roof Ponds Across Be Budding From Eave To Eave Or Eave To Ridge. To Allow Proper Installation Of Be Rake Trim, The Starting Location For Be First Panel Must Be As Shown In Be Rake Details included With Be Erection Drawings Men Be Final Run Is Properly Located And Aligned With Be Correct Emblem And Eave Overhangs. Fasten To Purees. Roof Ponds Should Be Installed So That Be Sol Is In A Direction Away From Prevailing Wind. Refer To Appropriate Lap Details Included With Be Erection Drawings. Install Ra edi Roof Insulation And Panels. To Avoid Aro mulative Enm Due To Pond Coverage Gain Or Lass, Properly Align Each Panel Before It Is Fastened. Occasional Checks Should Be Made To Ensure That Comet Panel Coverage Is Maintained. Special Attention Should He Give, To Fastener, Sealant and Closure Requirements. Refer To Details Included With Be Erection Drawings At Finishing End Of Roof, Be last panels May Require Feld Modification For Installation Of Rake Trim. Refer To Rake details Included With Be Erection Drawings. DO NOT BACK IAP THROUGH FASTENED ROOF PANES. BATE. Roof Types And Installation Requirements off Vary Refs To The APprouri Details For Seedlike Panel Used. IMPORTANT, Loose Foramen, Blind Rivets, Brill shovings, Etc. Must Be Removed From Be Roof To Guard Against Corrosion. Wall Panels Proper Horizontal And Vertical Alignment Of Supporting Structure (Girls Or Other Framing) Is Be Reap ref (lily Of Be Installer. Failure To Align Be Secondary members Properly Prior To Wall Installation Can Have A Direct Impact On The Fee Appearance And Performance Of The Installed Wall System For *16 The Metal Building Manufacturer Is Not Responsible. Before Installing Wall Panels, Be Girls Must Be Aligned To A Level Position So That There Is No Vibile Sag. This Should Be Done Directly Ahead Of Panel Insider.. Girt Leveling May Be Accomplished By Standing A Section Of Gable Angle Vandcilly Against Be Outside Girt Flanges At Approximate Mid -bay Localion. Man Girls Are Level, Attach Be Girt Flanges To Be Angle With Vise Girl Pliers Or Temporary Screws. Wood Blocking Cut To Ft Be Spaces May Alan Be Used For Alignment. Net. Temporary Grt Blocking Is Not Recommended On Concealed Fastener Panels. Be Removal Of The Blacks After Panel Installation Can Cause Oil Conning. Frame Insulation Double Faced Tape (Not By Metal Building To Be Used To Secure Manufacturer) Insuiatlon. BMSs:_ (Not By Metal Building Trim Insulation And Tom Vinyl Manufacturer) Bock. Insulation Must Nat Be Exposed To Weather Wall Pond Insulation Flux -gloss Insulation (Nor By Metal Binding To OUTSIDE Of Binding Manufacturer) Vapor Bonier To INSIDE Of Building Eave Retail (See Erection Drawings) J Insulation Wall Panel jr (Not By Metal Building it Manufacturer) '•!% Trim Insuloliio And Vinyl Not Be t No Bock. IneTo We her Exposed To Weather Finish Hear a Base Detail (See Erection Drawings) Sidewall Panels Should Be Installed So not The Pond Mdelop Is In A Direction Away From Be Prevailing Wind. Refer To Appropriate lap Detail Included Win Erection Drawings) Note: Check Periodically To Ensure That All Ponds Are Aligned And Plumb, Keep Edges and Ends Of Paid! Aligned Screw Alignment Panel Girt (Through Fastened Panel Only) Net, Wood Blocking After Grilling Ponels, It Important To Clean Metal Fittings Off All Panel Surfaces, Including Between Pondss That Are Not Installed That Day, To Avoid Rust Stains. NaN e' Wolf Panel Type And Instdlalion Details WiII Vary. Refer To Be bection Drawings And Delete For Be Specific Panel Used For Your Building. Sidewoll Insulation Contact Tope Must Meet Endwall Insulation To Seal Insulation Comer Base Angle/Trim Wall Pond Contact Tope If Walls Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Bose And Eave, Place A Continuous Run Of Contact Tape Aong Be Ems Strut And Bose Member. Neste At Be Base, Cut OH Be Insulation A Minimum Of f• Above Be Bottom Of Be Wall Panel. This Will Prevent Be Insulation From Hanging Below The Wall Panel And Wicking Moisture. Suggested Method Of Purlin Attachment For Building Accessories Pullin • 2 Fasteners Minimum • Clip • Hangar ISO I.B. Maximum Clio Connection To Purlin Web • 2 Fasteners Minimum • gip Pullin j Maximum Clip ' Hanger • 2 Fasteners 100 lB. Minimum Maximum Clio Connection To Purlin Flonae KL e Angle t-�— • Hanger IL • 2 Fasteners 150 LB. Maximum Minimum At Each Purlin Clio Connection To Purlin Web tie net ape n w.MyY2 miW,lp the flea. of be I'u,m 9 • Denotes Material Not Provided By Metal Building Manufacturer Pui ffftn'u"er mumoalenvpe Adapter 0LBximm Fastener TWe Adapter To Purlin Flange f � • Angle ❑1�� + Ranges- 2 Fasteners 100 lB. Maximum Minimum At Each Purlin Angle Connection To Purlin Flange Be Total Hanger Lcatl Shall Not Exceed Be Design Cohabited Load For The Budding. Example: T-0 (Purlin Spacing) X 5'-0 (Hanger Spacing) X 6 PSF (cdlaleral two) = ISO lbs See Cover Meet For Design Collateral Lead For This Baldin, Nate: If Be Building Is Designed For 0 PSF Censored Load. Then Adding Any Suspended System (i.e. Duct Work, Piping, Lights, Ceilings, Etc.) Will Correspondingly Reduce Be Design Live Load. Roof Curbs When Not Supplied By Building Manufacturer ❑Curb Base Length oe.ln 6• T-0• Min, n Min. Endlap Endlap Roof OaN a 0 4' Max. 0.eef Pantl Pon, Pond Purlin Line Floating Panel Indicates Roof Pond Support location Support A Indicates Curb Base Support location Up Lift Plate Curb Bose ry (If RequireE Section d A" (Insulated Shen Specified) Cell Cap Down Cali Cap Up Hill Wildn' L Hill Inside Pand Rib Profile Be Curb Details Shown Illustrate The Building Manufacturers Recommended Curb Style And Installation Method It Is Be Emctor/)nsWllw's Responsibility To Provide Be Proper Curb Style And Install Them In Accordance Win Be Procedures Established By These Details. Failure By The Erecter/lostaller To Follow These Recommendations May Reault In Be Curbs Damaging The Roof System Or Excluded From Warranties All Roof Curbs To Be: 1..080 Aluminum Or 18 Go. Stainless Steel (No Galwhandis Or Galvanized). 2. Pond RR To Panel RI (No Flat Skirt Or L.,Over Curbs). 3. Installed With Dawn Hill End Over Pond And Up Hill End Under Panel Application For Water Flow At Panel Splice. 4. Up Lift Prevention For CI'lp Applied Roof Systems Are Required If. a. Wind Loads Exceed 110 MPH. b. Cart, Bose Cosees A Pullin. 5. Supported on (4) Sides By Primary Or Secondary Framing. A. Maximum Single Curb Weight Recommended Is IND lbs. Roof Jack Installation when Not Supplied By Building Manufacturer ceneml Installation Notes • Do Not Use Galvanized Real Jocks lead Hats, Or Other Raddmtial Grade Roof Jolla. Thsse Reef Jacks Do Net Have 20 Year Service Life And In Case Of Lead Hots WHO Cause Colvanic Corrosion Of Be Roof Pane. • Use EPDM Rubber Roof Jocks With AnIntegral Aluminum Band Bonded Into Be Perimeter Of The Base, EPDM Roof Jocks Have A Temperature Range From -65F To 2127. Use Silicone Roof dads For High Temperatures Sitcom Roof Jacks Have A Temperature Runge Of -100T To 432F. • Retrofit Roof Jacks Are Available For Applications In Mich The Top of Be Pipe Is Inaccessible, Eliminating The Possibility Of Mining Be Roof Jock Over The Tap Of The Pipe. • Do Net Use Tube Sealant To Sea The Reef Jock To Be Reef Ponds. Use Hall Tape Scaler Between Be Roof Jack And Be Roof Pond And Attach Be Roof Jack To Be Roof Pantl With Fastener %4 i - 14 X r U. SO W/washer Al I' O.C. Around Be Base Of The Roof Jack. Sae Table Below Far Quantities • Trim The Top Of Be Roof Jack To Fit Over Be Pipe, Roll Down The Roof Jack Over Be Pipe And Apply Tape Sadler For The Perimeter Of Be Roof Jed Base Between Be Roof Jock And Be Roof Pond. Apply Tape Sealer Around Be Pipe And Install A Stainless Sled Clamp (Not By Bid, MO..) Over The Top Of The Roof Jock And Rusty tighten To Farm A Secure Compression Seal. • It Be Pipe Diameter Is So large To Black The Flaw Of Water Dawn Be Roof Pond, A Flat Base Roof Crib Meet Be Installed Into The Roof And The Reef Jack Rill Be Sealed To The Curb. A Two Piece Curb May Be Required Man Be Tap Of Be Pipe Is Inaccessible. • In Northern Climates, Be Pipe Penetration Should Be Protected From Moving Ice C Snow Win A Snow Retention System Immediately Up Slope Fran The Pipe. Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Pand. Cannot Encompass More Than 75% Of Ford. Pond Profile Varies Stainless Steel Clamp (Not By Bldg. Mt..) STEP 1 I One Run Tri-Bead Tope Sealer - P x {�' HW504 Stainless Steel Com- (Not By Bldg. MO.. STEP 2 Tri-Bedd Tape Seale a x a HW504 Stainless Steel Clomp (Not By Bldg. Mb.) STEP 3 Tri-Bead Tape Sealer r x r}• HM04 Vent Pipe (Not By Bldg. Mh.) Hall Roof Jack Dawn Roof Jack Fastener ®4 f-14 x r IL SO W/Washer At f• O.C. Vent Pipe (Nat By Bldg. MO.) Tri-Bead Tape Sealer r x{]'HM04 Roof Jack F stoner /4 1,-14 x r LL SO W/Washer Al 1. O.C. Vent Pipe (Hal By Bidg MD.) Roll Roof Jack UP Over armHMO4. A Instill Stainless Sled Clamp And ightm Around Roof Jack. Roof Jack Fosterer J4 f-14 x r I.I. SO W/Washer At 1' O.C. 2- C G E$ n .. O sq a G I B E rc� oamnum ssF y 4A in in 'a F .5 E Wwm ❑ ❑ a~jZ UO WYW� a f an mrm e U Scam/er NOT To SCALE Drawn by VSS 10/5/20 Job Number, 17-8-78914 sba.e Number. R3 of 12 be engineer whose seal san appears hereon employee for the manufacturer for the an described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of ,.card for this moiect. Erection Guide e Rigid Frame Endwall -Non-Load Bearing Column agEF to Bridge Channel Between Purlins - Flush morm Mar' I'min Purlin short (Nfim Denoted LF Roof r 51mbd - Bridge Channel In. (4) }'e Bore Cuamn sued Hine (4) Bet. Bodge Channel (4) }'0 Bolls Worse ul Ball. T° B. 3'd udm Noted. Far Required Lmg01 Refer To Cdp Sedd�A Pullin to Buffer- Standard Connection - Flange Brace F84_ Erection Note Lop tl attachment oI P.ni. win refer to Roof Ran and v Jap Octal fed qu4emmts Erection NNotm Flange Bm may be required one r bon eldo. or R.aa. For requirements, and location. at Main Fmme and Rigid Rome N Endwall refer to Cme• Realm'_ For requbemmts, and locations at aeonnfPg 196Fmme dems refs to .B49� En 9e Knock -In Bridging Installation - Less Than 3:12 Single Row ° e BO1001 flev May'19 0: Strut spmer Ridge TiePCg3_ SWt Putlin paBg_ Bldg Ridge (SWm) Kaak-In w Eave SWt Britlgng KBA1_ Perk Pull (Beyond) KBA1_ Fastener Ass Strut Min At Ea . 1}' EaseP At q.d°e 3 3 Each and errf Pceo_ ul laslmms clown am SIB }'-H a tf oP3 amass noted =21'aa rtrwo qen oe wed slot °I the high side urlin Wdb to the bottom dot o%the E. SWl Eare adpeedt low aide pudic. sot Ems start Tie break-in I'd_Ia anecer, Knot -In Eore Shot Tie KBA1_ Brd9ing KBA1_ Bridging KBAI_ KBA1_ IBM - to. Side Ems Slot Pullin to Polls H'oh Sde am, Shot Attach w/Fastener A113 Knak-In Br'd5m9 Kndg;_In &id9m9 IBM K9M_ Eow Short To Fare Rod Insert Tab Into got Bmd Tab 90 Degrcee continuous Roof We Sde glom, Hqh Side Smils Note The bridging must be market bits He pre-Wnched slot n the Purim As shownn Stqm I it the lab beat ids Ions far prayer inst Ildion Step 2 The araaes onset be canelete far VIA literati he agaxm as darned Knock -In Bridging Roof Layout - Single Row II ^I LSWt Note Us. short Gable Building K691a lo�43� at each Single Slope Building rt Purlim hot 5p°cv (Pc13.) each KBAt_ location. ape Pegs ago P�CF01120 Cable Brace PF114111 Column Base Angle Detail With Flush Column BF01005 Welded Clip Interior Bay CF01113 Girt Connection Dona e. R02 w1. flev i1B Rae sea R02 Attachment at Web With Nested Zee Girt Al Bypass Column Mmy'17 Apr'16 00 Apr'19 01 Jun'16 f Column PE Cdumn Coble Bmce Assembly }'p Coble VAN 4'0 Coble WCb_ Be. Ang. Main GH h`g Cable NSa_ flN Q (2) )'e Note Treks! of Co mecum. ('9 Coble YA`8_ Nested (Ri (4) )'0 Bdta A. Gil Lop I. (sa N. Druwings far arrested Mth symbol)^[ nor Port Mark add Lowtivn) 0 the Erection Orvwings a Burt Amords After —a ( 0A i at Tightening each anddofBrit.et Imp 12-14 x 1 Pasaw 'Ae a BIW. Woshe s0 Wy0 Wmhe (2) Pa ficaen g car Larger Flat Weller (TM) II an }Y Cade Only Not, There Ports are 2 at or Gip al dered m 9dlppetl m AaemdY sal Walder ® I'm .call PL'A o! Stleetll II Outer zee en xa Nut sted tine l II Nger M Column Adawry Roger Roger. FAMWar }'A Minimum J: Inner Zed Gt Bose M la g 0.0 MoeLnum RAI at by Metal Bldg. Mfg) Cdy Faatery WtltlM Gip For Conde Bona Met Fall WithinHas Sol M1 Girt Well the Erecter n to ad A Cable Basic Mimi Size Sat fa the reaoge N am CMIe Eyesed and Goble Map. ` Cdum Se tern "A' (grape may Vary) Rarer to Erection 0.mwn9e ter art lop symbol °cad CF01122 for lop S}mbda and LmglM1s Bore flaming Is applerd In All get. to be 0 some Noted. standardImgNs Ma iff";" auN as wthag d edumm err apenn9a, arc See Erativn Dadnge Far old Elewtima Far Bequ'vetl I. ,gIM1 Rda N Crjr to he M1ore,M in Ne . Table Me Erection praainge. on on in d Job Number: 17-B-78914 Sheet Number. R4 of 12 The engineer veh ee TI. .sam ppears hereon plays. for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and numatured by ad nutrator., only. The undersigned engineer is wt the overall engineer of �Iaord for this prgacf. Bypass Zee Installation P=gCF01121 Girt And Pullin Connection a CF01122 Girts At Column PgCF01123 - Rake Edge Sid Purlins-Partial Bay Length Pullin Details B p y g Pe CF02005 e. AW '19 ROt At Bypass Column And Rafter oere JU1.1] 03 Flush Sitlewall Or Endwall Gills m e. ger'19 02 ole Ma '19 02 (2) f"0 Bob 7 1d At Connection. V-5f' At l'-5} At® Role Roof sheets must be (4) f"0 Belle Wen QM1 G Putlin R p �m End b onatea Mu stmhd # 7-sf" At OT Y-Sf A! O O i Main Putlin aYhcke�o, edge gtlbtop rw4nw _ 1 4"i / U Th° Ereches Blawiags A[ Eatll End Y-I} At OV 3'-1f Af OV Of Lap Cdumn dipq m rtantling ¢eom mote. ga 12-24 v 1 1/4' Typical a O O L2 1A X 2 1/R 9.pput Mgla Tdangle Punch Section A O O O 9p�_ do ® A Points In Direction Of Large Flange77 Gid k Pudn Zee Inp Factory Welded Pp (2) i'0 Btllz ilyirnl At Cmnediaas/ ., Fntlwoll Nalfv aft aft Wn (4) Lips Large (Typical) Cdumn Or Refer Bs Denoted MIRS"bal# A an Do Donese Dmrin, (1) Roche" 1"al Epee SWf A Fdge sIrIP PudN Connection At End Frame Lop Symb0 �, $• P2A 12-q v 1• Pancake SD W/o WVAr Note: anw Mae Fdq° Strip Pud1n¢ At Eodi End Nole The top leg of the B. p. egulOmwing¢ulw - - - 1 - V - angles up aom the saw, Be. Breed- P.O. Lacotims JI f faces deny frmm the -dent. of O}, © O 3} 3} O Endwall Comer Column Large PAR, Strl MdH� Fla^9° See ErecNm Drawings rw Required Edge selp width and spaelnq r0 � (2) /9s 24 x1 1 O O LO 017 J Fo¢!mr Must Svew Through Punin Flret _ _ Q-ry'Frdm Q.-CLFrame e ad Or PUNn Girt Or Putlin SblpjPudTnPutlin May Be Flange w Wee Bolted to Rotty Fac1mY Weltled tlip (4) ("0 Bell¢ Fact rry WtldM tlip (4) f"0 Bolls SM1mung Clip in G1'92 Q'PCJB_ 4ige The large e Of the ZeE must be alternated from t0 9 9 P Cdumn P' RaI Cdumn P' Ronr (1) resume /I2A 12-14 . 1' Pmmk° ED W/O wmne, to bottom in order to nest the member correctly. A At DO End upport Angle �- UP_ Bodge al anden p ( ) triangle has been added to the end of the Zee near Attempts Direction of r Bridge manna or Not Attach b the connection holes, that will point to the large le p 9 g Lap Symbol G Lop Symbol 5 Notes Support Angle at Each Edge Smp Punin) of the member. as Gift scene standard Purlin ZEE YCPON LAP TABLE Refu to Erection Ds spry for Lop ON, Got singer All Bob To Be ('! Unisys Noted B0. LAP IFNGIH 51MBCL "P IA'GTH Stood at GM and Now Cmnsctim. For Required Length Refor To Gip yallu Nwnlnal Cdhle Evtm,im _T_W I S2 1 2'-5} Table On Each Drawings Overhang E.tmd Edge SMp 6-3f ov>3--ir Ad Has to be J"O unlm Noted. For Required Length Refer to kip Peon to End SECTION A -A 1'-s i mine on Erection Drawings Eave Strut Connection aaCF02030 Eave Stint Connection ane CF02033 Pullin with Anti -Roll Back-up Clip , up 8" Sitlewall Zee Girls and 8" Endwall Zee Gifts w EF03500 Flush / Bypass Column - Interior Bay Column - Roof Slope 4J:12 Or Less Flush / Bypass Column - End Bay Column - Roof Slope 43:12 Or Less at Raker at Bypass Comer Column with Variable Frame Setback oa'= n_• o='= _• R04 o're w a04 ° s. SeP'iT 02 SeP.1T B..'14 Ins, Jon'16 01 Ease sot Earo salt Shine Rate W93 MtiRou Bock -up Clip Bdllmm Flange L Untiv Eaw Sbu[ Mnm Bacolod! See Roof Frvrning Eaw Sot %ion Plate SCI93 ('0 Bolts Fl 1 Refer To Sitlewall Bemllan Far Lacathn Plan far tocnim Ilnda Bee shut Mhm Dan X90 of B' Purrne Punk Reb To S iAl Elewtim For l�tim sNO of lo' R d, 1 ��I 5154 at 12' Purim Igo, oil IIo (2ni5 act. sused up, Uses Noted m Go f' f' Erection Droste. "A a a. sot( Sea (wk� f 0 Date A a Ba soft= Flange @ ( ) Q ad Boy Column A Stlexvll Came Winch Cdum n Rose Ease Strut Connection Detail Love Strut Connection Detail _ _ _ ro Flush / Bypass Column - Interior Bay Column Flush / Byposs Column - End Bay Column Erne soul Eaw strut Fore Sol Ease Strut ILO aip SCSB Grt 2 2' Y 2 T 2' Anti Roll Derck-uP pip b r 1 See Be.f Poison, I o O ro' of Ron< Plm br LemTen SC90 at B' Nona Room SC92 at 10' pupas 0 0 sCg4 at I2' Putllns Section "A' Section "A" Section A.- Section "A" (2) 3'O. If' A5 Bob ntl wl Side Bypass High Side - B as y Low Side Bycss High ide - B ass QLow umm Ndletl an a. Saul as, strut Erne sot Ease shut Fnetm Drawings Sneering Gy PC31 2-14 s P, 1 NmrAe So) se w/o meWhessa Ro (2) Pc Shoring Gip O O ' 2" 2' 2. 7 2' 2. In Rather m All Bob To Be 470 Unlew Acted. Section "A" Section "A" Section "A" Section "A" For Required Lmgm Refer To Up Low Side -Flush High Side -Flush Low Side -Flush High Side - Flush 5�tim_A Table On Ermlim kawngx C o` O } G Ges j Cog es s OA of at m �6m ° nco Y E 05a 3 s z« w❑® ' .as zy?a v FMa a t, G �qat on G i aF ` NN R 4 tan ❑ ❑ KM1[Jm in.. D, a W yW0do pe" N a rope" P 0 CiR!m o` m/e: NOT TO SCALE can by VSS 10/5/20 hocked by PNR 10/5/20 roject Engineer: w Number. 17-B-78914 heet Numb-, R5 of 12 is engineer whose sect cpeors hereon is an employee 1r the manufacturer for the ialeriats described herein. Said sal or CertiNcation Is limited 1 the products designed and nufactured by manufacturer ,Iy The undersigned engineer is rt the overall engineer of .card for this project. ws° p° pa paPW02101 p Welded Clips - Formed Opening Connec[ions - Three and Four Sided AC01222 Single Skin Wall Panel Outside Closure Requirements Eaye G0a6002 Sin le Skin Wall Panel Outside Closure Re Rake GD06003 PBR Wall Panel fwi i i case R03 East, a2 Openings - Girt Header at g qFeb'19 g q uirements at Base Angle Without Panel Recess na Feb'19Inew a2 gp`1q U2 mm > m in b b Eire SWt Eow Sind flake RAI flsXe AnRA1 Ease Man Eaw Trim aid (Prop. vel (Profile Were.) fi _ Gbt Heads .. man) Rake Tam Rake Tam (Profile Varies) (Prate Vorim) W teed. Fwm Clmura s i $ Re AC012N 6Cresure (6°° m°d) Wtad° PER Netd Middle Fenn Quito. Ouleitle III Closure HW4� (Sm man and Note /I) PER AW Panel full or HM29A 'a P F g XI (Hot Xdlea) E Wall Panel Wall Pmd (See Note /:1) q a j $ m HC_ (call Form) (See CM1on) PER Wall Pon9 (Sx m°n) � Z F .h Ban M Ea ge o an .Jamb L (Hot Raise) JR_ Ho, Rdd>) ( Held at Foom Clwre Oetat at Gotland Netal Cloare an JLC_ (Cold Form) Fail Flow J1C_ (catl Fmn) Far PBR Pond OnIY PBR Wtll Pmtl Foslmv /12A 12-14 x 1- Perseus SO W/o Weaker m lArte Sded F.O. apming MtlIM1 See Four 51aea F.a AC01221 octal at Fen^ CI°_ae Be1o'I at Cbtimd HIM rlocum Far PER Piked Only (Ww Eam Roan High Ra, Shrl Y (Low Eark SM1ow High Eaw Smdar) No1g I. White Pmel Cloarea ore Returned at all Shouted Endwdla 2 PHI WOP Pontl Mhide room goatee HMM Retuned fa Roof Slap. 4.12 a Leak and HWCG (3) Pa B°n TIIm When Real Fa iewr 01]A Z o U W rc w M Roof Slopes 0eda Than 4:12 Had Farm/Nolch HW422 to Pond Prefle. 12-14 x 1}' ST W/Wedir O O gods; A PNk Wall Penal Mtsde Had Oovm NON far Real gape 0:12 M. 14 :12 and HW429A b 5-]'-5 O.0 Fawn Clumnw Am Real Wfim .kb Regulate AP Infindkn Roof Slope Greater Than 31:12 re. 4):12 Owerste Fmleier O O Or Smb3 WaII flesidua t& See GD15WZ 4. Rake 91tle Rim RegNred for All Stal Snm Rwb and at Screw Dobn pest Runs Creates Than Ia0'-0' }'0 Minmum nn \ \ 5. Fcam Clmurn ve Royal Wroo Jab Measures AP InMtralln a Styled Wall Expositions. See M160o2 caused acmes Qaare P 5-0" Nmirmum m Q p Wall Pand loam Gomm HW455 (Not by Metal Adding MhJ 0 0 Fasten /IRA _ J°mb/Sub dumb (red Farm Slioxn. PRR AW NW458 HWIfiS poke Angle Wall Pond F. clwre a 12-14 % 1' P.H. (2)) 0 Bolb Hof Rolletl SlmllorJ RAG MR HW455/HW4RR PS AT 1'_a p.C. FlYd Dr.I a1'. Xtln In Clrt of Red Located I ... d Cpminy (T.) £ PBU HWOO AW HWWS "A' � Q O -_ NatoSfiadow NW465 h S 6 NUWall HW424 PBU NW460 20 Girt e PBc HW46R YataSAodow HW165Oas Grit Header PRO HW4R3 Rake Tdm Read (Paste Vaiss) HW424 Gan (Sea tout) _ _ o sgnv PBC HW462 D itu d Ban Trio P (See Erection Dowbgs Bore Tdm M R urn 9' `Sev Mort) o flake Slide Tam PRO NWI63 Far Place Had) C $ q a 5 .kme/Su, Jamb _ a codr i : (Fluted Only) �15 9radaMiT Sea NoteIn HW412 FACES e F Q o 0 $ Hot Rdled Sm9m)(iYp) Zee Girt Er RBR (R. HW455 MLdde Feem Clove Srarm) Deignv Seam ( Fluted Cnl HW403R bi es m a _ ad E Girth Mark J o T fttllM FBR RW (flekvae HW he Metd Orern al Y) Wdl Paned RRR (Reese HW455 O csr $ 6 CHO6 - 4 ' to fi' % R CHOB o 4' mGoal r5 Rdle1 f BII) ].R HW461 (Sea mat) Rdletl PER)1 NO (Resme HW459 F40J ///��� 3 C iC y y Q LL �N 10 GH10 I petal at Rdle 9ide irm Btlled PBU) ]3 HW461 We must be M1tld stt of hour PIGS 0 ?iO a p� � �zLi w Zi 12 CH12 ,and brn o fthersm of }' t° Prnmt 7E Indium of wall out reamling a ' 7E - F y = g3 a`<amo PBR Wall Panel reds PBR Wall Panel go aPW05002 PBR Wall Panel apPW05003 PBR Wall Panel - ✓ Rq Cb _ G a 2 < .5 m WNea n NZ_U2' 4 F WY W2 q d �wa FK U O Ijm�O Scale: NOT TO SCALE Grown by NrSS 10/5/20 Checked by PNR 10/5/20 Project Engineer. Job Numbel. 17-B-78914 Sheet Number. R6 of 12 The engineer whose seal appears hereon is employee for the manufacturer for the materials described herein. Said sal or certification s limited to the products designed and manufacturedMG by manufacturer only.lhe undersigned engineer is not the o emU engineer of cord for this project. Outside Comer -On Module Panel Side tap Fastener Location Fastener Spacing Florida And Areas Subject To Texas Dept 011nsurance Requi agPW36003 wen Res oB Re' B1° PER Wall Panel -Three Sided Framed Opening -Trim Installation with Field Notch Panel at Head Tam t T I uInuwba bn can be done by Fltltl Notch Powl as shown on PpOrl All 1 W wllb FlNd NOIM and Bend Tuba at Head Trim oa we- on Pell k PAT apening Well + 6" (+2" Lap when rood) i amama width a Trim ran EPA 'i Poatena /14A +' x It' Pop Oil at V-8 OC. at Cold Farm OR Foatamr jla 12-24 x H" s0 Pon,"' PH W/0 Below at I-8 DE. at Hot Rolled }' ef H Ram !WTuba CouJ Header a near (me ection -Jamb TO. F4R2 Jomb ow, `*%t or Altemate F484 or Altemate .4 seev PMOT029 ,-al new no Son Pw➢]O2] k PMl]02J Hadua For 'Optimal Channel 0oaum Trim we PWJ]028 2" tap wM (2) Pownen 0,11 i' x f}' Pop Rlwt TW at Head k Jamb Ttlm when reyuhad. FlNd notch I. ail B FREE blanket slight before Making Red -to installed am E is applied I. comarl on. PER Wall Panel- Three Sided Framed Opening Pw0' Field Notch Panel at Head Tam Mar'20 Has TOM Installation win be does by Had Notrh Pontl a, Mown on PN9]a22 k PNYI]023 pg whoFleld Notts and Bend Tells It Head irlm av aM1orm an PNOlo24 k PWO]0se Opening Mdm + 6" (+S Lap when real Head Trim F4B1 iII F-' Vise -H-s' Lap with (2) Fastenem n4 Cold Vale r x I}" Pop Riwt and HW540 Cal Opening N1tlIM1 ]' Opening kill 3J add Panty �II�'I �� L Head ad min Heatl Tam FARE See PN9]02] l far Jamb Tam Bad at detail : omb Tmn F4e2 a Altemate F4B4 Fodwer /I4A i' a ]' Pop Riwl at 2m O.C. at Cold Form CR Fatima jib 12-24 x li' ED Pancake Dole wawa at 1'-8 O.C. It at Rolletl Net, Pontl p eftas la Mown wim yptg All him le to he Panel RR and Opa In 11'-0 module. installed BEFORE blanNel Lawtimn of Rib may war, depending on Ilse to wont. me (sinning dean and IaNw v. FlNd Insulation 1. applied re before Putting Panel and Tam. se age PER Wall Panel- Three Sided Framed Opening- Tam Installation with Field PW07024 PBR Wall Panel- Three Sided Framed Opening- Field Notch and Bend PWOJ[ Notch and Bend Tabs at Head Trim Mar'20 nos Tabs at Head Tam Mar •20 tlpL•; Tirm Inalolloflm vvn be dme by nold Net. Hand oa al on PWOJ022 k PW01023 ffi w11M1 fltla Na1cM1 and Bend Two re Head 10. ere been on PWO7024 k PNtl7025. ac Trim Ina[olla[ion can he sane by Fltltl NmI Pon. as shown on PNV]022 h PN9J023 4B wiN FNO Notch one Bond Toe s at Head Trim as ¢Fawn an PM7024 k PwVm Did al opening mom + 6' (+2' We what regbl Coming Math + a" (+2" Lap whim red a) tl I Rmova lowing Witl[M1 + ]" 1i aysnln Mein I Head Trim Feat See peca Ba Fastens, /I4A i' x r Pop Mesa at 1'-8 O.C. at Cold Form OR Faatna j16 11.4 a li- Pancoxe s0 OHE w/o walla at V-a o.c. at Hot Rolled }' Beea of H sas Tube Coulkln o ham Hmaa to nos (see ucflm) S Jamb Tnm F.2 Jamb Trim F452 or Alternate Fail or Altemate F4R4 seev Pwmo2s LIMA Flow Line opening Mtlm See PV.9]a25 .Fltltl Cud k PM]]02] Ranaln and Ba Remow 'Opening mdm + 3" ti' e,.ning Wlam fi' Head Trim Fat •Nate. Fled measure apenin9 .11 and Put Head lam to requbetl lking /I[M1. V Floc RM. and and 11" Too behind Jamb Parrot fie. 2 Lap wlm (2) Fmfinen jl4 Ea9-YNJr. Tam. Alto. with San End Cut Oetrvl Fastener p4 +' x I}" i x 4' Pap West and HW510 Pop RiwL See Caulking PWO]025 far details. Opening Mam Oo no[ cut err tlplc-All Irlm le to be ' w sass, leg mamnm aEPO.RE mmPswxx .and neamnn i. appned m she ti, P r Bmd 90lj' Tab Ipanel lion la shown wltM1 sawn s0 .egress P ntl Rro one opamq on t'-o maaNe Lamfim f Rib ao wry aeysding o FlNtl Cut IM1e opening MdIF ntl loatlon. Fieltl n and Remow re beore mtMg Panty vnd Tam. 2' Lou Fccurnmem YI 2) (chewed Ocm End top p f Bll of Brad Ttlm) I' a r1' Poo Rivet Note For o lanal' Channel Gowre Tam N P... yply Ml him Is to be Ron- Fu la measure Opening Both Inatollea BEFgiE blanket and Hvlght bvfvm making gold -1. naulm[lan la appnea m wall¢. one IMAM -1 almenewna accondme, Hold Reich mna Bond 1i' roe behindJamb TM. meM1 with Finatener /14 S' w t} AlPop Hll Head Trlm F481J See Pali ] for Jamb Tam red cut IllJumb Tma 1.2 or Altemate .41- F-hpar 04A i" a j" Pap Wwl at I'-8 O.C. at Cda Farm as Finatener V. 12-24 x li' Pancake SO OP5 W/O Waller at t'-a D.C. at Hot Rolled PBR Wall Panel- Three Sided Framed Opening Pa9PWO702] eaPWO]029 PBR Wall Panel- Three Sided Framed Opening meis PBR Roof Panel aGPR00011 PBR Wall Panel -Three Sided Framed Opening -Jamb Trim Installation once ae. a RA, one Re. Jamb Trim Field Cut Details Mer'20 e04 Mar'20 05 Head Trim Installation Opt-19 03 Fastener And Tape Sealant Laralion gpr'i9 01 FacI.. I it jiY Ir � Pap At SS At 1'-R' O.0 At Cdd Fmimetl Nemhaa ii• 1i" PER Panel aNner n6 Alternate Jamb Tenn F464 Jomb Tim F482 Jomb F-liew /17A 12-24 x 1F Pmmke 50 I4D Viand DP5 W O Wa Mar At 1'-B' O.C. At 9i gi• gi T9P-�9w Pool V- 4A i' v b^ Pap roe (Cola Form Mown 12-Atx - 5' - 7 O.C. / 3j' a[ 1'-e� O.C. at CNtl Form Hot Rdletl ¢imlar) At 5' - or - 5. O.Hat RoIIM Nanhas 2i, 2(, dx At Cdd Form Menb Or Header i" 3,' FaaMna j1fi n' Hot Fam shown 12-24 x ti' Ponwka Sn nP5 "spurred, Faafna iB] Ho[ RoIIM SMAar Flela Cut ono Remo CM1annel Closure Tim W/O Wat Ho of Y-e' O.C. 12-24 w AlJ't Sl OP5 W/WUMa at Ho[ Rellea see L.O. Mr aelaez. pl 5' - Y - 5' D.C. Double Sided Tap. ]" At Hot Rolled Nrnbae 9ralFg OiraUon L A,. (Not by BuHHMA Mfg) Henn Tam Blo dat Insulation }" Bead of HWSb Tube Caulyrg F401 See "CPR01016' (Handle to Floor) At goat Nemhm Evcm[ Aa Mal How B --� (2) Faebmars p4 ��- I banal' glonnd She New a< Heatl Tim i i e Ib" Pop Wret Pas Well Panel Fltltl Cut WBII PonN ' 'OkDowu. TO. lap Nn6. Term Jamb Tam lneulaRan L_B• L_D• 1•_D• See PYAID28 For Details OPalln9 Mam _ + Y L, when ree lma. - 2i' Y 2i' 2i" Y 2i' 21 I' 2f ,'. - _ FlNtl wl ntl notgr ntla Rotten ism leg wTn requbM l Bz requlr a. es an Jae mmnr4az mhown) m or Alternate Ja b T F. 5 g Finish Flow Una Frisk new f Slating we.Non _ D Sa 'CPR04016• pt mot . At Fine SWL Band Bit Lop Aid Page Plain sae Vew e1 Flmr line Tam FI94 Prone Jamb Tim F482 and Nota Pone poaitian Is Mown with Altemate Jb To Trim F4R4 MFleld m tyning Height Pand Rbs and OpeninganV-W module, g g41G Oabm making red to antl wDima Front Wew Netc pll ✓io is to be Location f Rw may war, depending on Swce paltana Mown wtiafy ILL 90 Put dimensions aaooraNgly ft Jamb Jamb Ttlm as Mewn inatollea BEFORE banket the umDrum,be Mam Fla lomel a d Paid r¢quimmenb b Hoof. Let! Jomb irlm appo¢ile M1ontl wsulotlon B pplleE !o wolb. ra before letting Panel and Trim. O u O aw�o Checked by PNR 10/5/20 Project Englnaer..- Job Number. 17-B-7$914 sheet Number. R7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to [he products designed and manufactured by manufacturer only.The undersigned engineer Is Hot the overall engineer of d for this project. See PV.9]a25 .Fltltl Cud k PM]]02] Ranaln and Ba Remow 'Opening mdm + 3" ti' e,.ning Wlam fi' Head Trim Fat •Nate. Fled measure apenin9 .11 and Put Head lam to requbetl lking /I[M1. V Floc RM. and and 11" Too behind Jamb Parrot fie. 2 Lap wlm (2) Fmfinen jl4 Ea9-YNJr. Tam. Alto. with San End Cut Oetrvl Fastener p4 +' x I}" i x 4' Pap West and HW510 Pop RiwL See Caulking PWO]025 far details. Opening Mam Oo no[ cut err tlplc-All Irlm le to be ' w sass, leg mamnm aEPO.RE mmPswxx .and neamnn i. appned m she ti, P r Bmd 90lj' Tab Ipanel lion la shown wltM1 sawn s0 .egress P ntl Rro one opamq on t'-o maaNe Lamfim f Rib ao wry aeysding o FlNtl Cut IM1e opening MdIF ntl loatlon. Fieltl n and Remow re beore mtMg Panty vnd Tam. 2' Lou Fccurnmem YI 2) (chewed Ocm End top p f Bll of Brad Ttlm) I' a r1' Poo Rivet Note For o lanal' Channel Gowre Tam N P... yply Ml him Is to be Ron- Fu la measure Opening Both Inatollea BEFgiE blanket and Hvlght bvfvm making gold -1. naulm[lan la appnea m wall¢. one IMAM -1 almenewna accondme, Hold Reich mna Bond 1i' roe behindJamb TM. meM1 with Finatener /14 S' w t} AlPop Hll Head Trlm F481J See Pali ] for Jamb Tam red cut IllJumb Tma 1.2 or Altemate .41- F-hpar 04A i" a j" Pap Wwl at I'-8 O.C. at Cda Farm as Finatener V. 12-24 x li' Pancake SO OP5 W/O Waller at t'-a D.C. at Hot Rolled PBR Wall Panel- Three Sided Framed Opening Pa9PWO702] eaPWO]029 PBR Wall Panel- Three Sided Framed Opening meis PBR Roof Panel aGPR00011 PBR Wall Panel -Three Sided Framed Opening -Jamb Trim Installation once ae. a RA, one Re. Jamb Trim Field Cut Details Mer'20 e04 Mar'20 05 Head Trim Installation Opt-19 03 Fastener And Tape Sealant Laralion gpr'i9 01 FacI.. I it jiY Ir � Pap At SS At 1'-R' O.0 At Cdd Fmimetl Nemhaa ii• 1i" PER Panel aNner n6 Alternate Jamb Tenn F464 Jomb Tim F482 Jomb F-liew /17A 12-24 x 1F Pmmke 50 I4D Viand DP5 W O Wa Mar At 1'-B' O.C. At 9i gi• gi T9P-�9w Pool V- 4A i' v b^ Pap roe (Cola Form Mown 12-Atx - 5' - 7 O.C. / 3j' a[ 1'-e� O.C. at CNtl Form Hot Rdletl ¢imlar) At 5' - or - 5. O.Hat RoIIM Nanhas 2i, 2(, dx At Cdd Form Menb Or Header i" 3,' FaaMna j1fi n' Hot Fam shown 12-24 x ti' Ponwka Sn nP5 "spurred, Faafna iB] Ho[ RoIIM SMAar Flela Cut ono Remo CM1annel Closure Tim W/O Wat Ho of Y-e' O.C. 12-24 w AlJ't Sl OP5 W/WUMa at Ho[ Rellea see L.O. Mr aelaez. pl 5' - Y - 5' D.C. Double Sided Tap. ]" At Hot Rolled Nrnbae 9ralFg OiraUon L A,. (Not by BuHHMA Mfg) Henn Tam Blo dat Insulation }" Bead of HWSb Tube Caulyrg F401 See "CPR01016' (Handle to Floor) At goat Nemhm Evcm[ Aa Mal How B --� (2) Faebmars p4 ��- I banal' glonnd She New a< Heatl Tim i i e Ib" Pop Wret Pas Well Panel Fltltl Cut WBII PonN ' 'OkDowu. TO. lap Nn6. Term Jamb Tam lneulaRan L_B• L_D• 1•_D• See PYAID28 For Details OPalln9 Mam _ + Y L, when ree lma. - 2i' Y 2i' 2i" Y 2i' 21 I' 2f ,'. - _ FlNtl wl ntl notgr ntla Rotten ism leg wTn requbM l Bz requlr a. es an Jae mmnr4az mhown) m or Alternate Ja b T F. 5 g Finish Flow Una Frisk new f Slating we.Non _ D Sa 'CPR04016• pt mot . At Fine SWL Band Bit Lop Aid Page Plain sae Vew e1 Flmr line Tam FI94 Prone Jamb Tim F482 and Nota Pone poaitian Is Mown with Altemate Jb To Trim F4R4 MFleld m tyning Height Pand Rbs and OpeninganV-W module, g g41G Oabm making red to antl wDima Front Wew Netc pll ✓io is to be Location f Rw may war, depending on Swce paltana Mown wtiafy ILL 90 Put dimensions aaooraNgly ft Jamb Jamb Ttlm as Mewn inatollea BEFORE banket the umDrum,be Mam Fla lomel a d Paid r¢quimmenb b Hoof. Let! Jomb irlm appo¢ile M1ontl wsulotlon B pplleE !o wolb. ra before letting Panel and Trim. O u O aw�o Checked by PNR 10/5/20 Project Englnaer..- Job Number. 17-B-7$914 sheet Number. R7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to [he products designed and manufactured by manufacturer only.The undersigned engineer Is Hot the overall engineer of d for this project. •Nate. Fled measure apenin9 .11 and Put Head lam to requbetl lking /I[M1. V Floc RM. and and 11" Too behind Jamb Parrot fie. 2 Lap wlm (2) Fmfinen jl4 Ea9-YNJr. Tam. Alto. with San End Cut Oetrvl Fastener p4 +' x I}" i x 4' Pap West and HW510 Pop RiwL See Caulking PWO]025 far details. Opening Mam Oo no[ cut err tlplc-All Irlm le to be ' w sass, leg mamnm aEPO.RE mmPswxx .and neamnn i. appned m she ti, P r Bmd 90lj' Tab Ipanel lion la shown wltM1 sawn s0 .egress P ntl Rro one opamq on t'-o maaNe Lamfim f Rib ao wry aeysding o FlNtl Cut IM1e opening MdIF ntl loatlon. Fieltl n and Remow re beore mtMg Panty vnd Tam. 2' Lou Fccurnmem YI 2) (chewed Ocm End top p f Bll of Brad Ttlm) I' a r1' Poo Rivet Note For o lanal' Channel Gowre Tam N P... yply Ml him Is to be Ron- Fu la measure Opening Both Inatollea BEFgiE blanket and Hvlght bvfvm making gold -1. naulm[lan la appnea m wall¢. one IMAM -1 almenewna accondme, Hold Reich mna Bond 1i' roe behindJamb TM. meM1 with Finatener /14 S' w t} AlPop Hll Head Trlm F481J See Pali ] for Jamb Tam red cut IllJumb Tma 1.2 or Altemate .41- F-hpar 04A i" a j" Pap Wwl at I'-8 O.C. at Cda Farm as Finatener V. 12-24 x li' Pancake SO OP5 W/O Waller at t'-a D.C. at Hot Rolled PBR Wall Panel- Three Sided Framed Opening Pa9PWO702] eaPWO]029 PBR Wall Panel- Three Sided Framed Opening meis PBR Roof Panel aGPR00011 PBR Wall Panel -Three Sided Framed Opening -Jamb Trim Installation once ae. a RA, one Re. Jamb Trim Field Cut Details Mer'20 e04 Mar'20 05 Head Trim Installation Opt-19 03 Fastener And Tape Sealant Laralion gpr'i9 01 FacI.. I it jiY Ir � Pap At SS At 1'-R' O.0 At Cdd Fmimetl Nemhaa ii• 1i" PER Panel aNner n6 Alternate Jamb Tenn F464 Jomb Tim F482 Jomb F-liew /17A 12-24 x 1F Pmmke 50 I4D Viand DP5 W O Wa Mar At 1'-B' O.C. At 9i gi• gi T9P-�9w Pool V- 4A i' v b^ Pap roe (Cola Form Mown 12-Atx - 5' - 7 O.C. / 3j' a[ 1'-e� O.C. at CNtl Form Hot Rdletl ¢imlar) At 5' - or - 5. O.Hat RoIIM Nanhas 2i, 2(, dx At Cdd Form Menb Or Header i" 3,' FaaMna j1fi n' Hot Fam shown 12-24 x ti' Ponwka Sn nP5 "spurred, Faafna iB] Ho[ RoIIM SMAar Flela Cut ono Remo CM1annel Closure Tim W/O Wat Ho of Y-e' O.C. 12-24 w AlJ't Sl OP5 W/WUMa at Ho[ Rellea see L.O. Mr aelaez. pl 5' - Y - 5' D.C. Double Sided Tap. ]" At Hot Rolled Nrnbae 9ralFg OiraUon L A,. (Not by BuHHMA Mfg) Henn Tam Blo dat Insulation }" Bead of HWSb Tube Caulyrg F401 See "CPR01016' (Handle to Floor) At goat Nemhm Evcm[ Aa Mal How B --� (2) Faebmars p4 ��- I banal' glonnd She New a< Heatl Tim i i e Ib" Pop Wret Pas Well Panel Fltltl Cut WBII PonN ' 'OkDowu. TO. lap Nn6. Term Jamb Tam lneulaRan L_B• L_D• 1•_D• See PYAID28 For Details OPalln9 Mam _ + Y L, when ree lma. - 2i' Y 2i' 2i" Y 2i' 21 I' 2f ,'. - _ FlNtl wl ntl notgr ntla Rotten ism leg wTn requbM l Bz requlr a. es an Jae mmnr4az mhown) m or Alternate Ja b T F. 5 g Finish Flow Una Frisk new f Slating we.Non _ D Sa 'CPR04016• pt mot . At Fine SWL Band Bit Lop Aid Page Plain sae Vew e1 Flmr line Tam FI94 Prone Jamb Tim F482 and Nota Pone poaitian Is Mown with Altemate Jb To Trim F4R4 MFleld m tyning Height Pand Rbs and OpeninganV-W module, g g41G Oabm making red to antl wDima Front Wew Netc pll ✓io is to be Location f Rw may war, depending on Swce paltana Mown wtiafy ILL 90 Put dimensions aaooraNgly ft Jamb Jamb Ttlm as Mewn inatollea BEFORE banket the umDrum,be Mam Fla lomel a d Paid r¢quimmenb b Hoof. Let! Jomb irlm appo¢ile M1ontl wsulotlon B pplleE !o wolb. ra before letting Panel and Trim. O u O aw�o Checked by PNR 10/5/20 Project Englnaer..- Job Number. 17-B-7$914 sheet Number. R7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to [he products designed and manufactured by manufacturer only.The undersigned engineer Is Hot the overall engineer of d for this project. Note For o lanal' Channel Gowre Tam N P... yply Ml him Is to be Ron- Fu la measure Opening Both Inatollea BEFgiE blanket and Hvlght bvfvm making gold -1. naulm[lan la appnea m wall¢. one IMAM -1 almenewna accondme, Hold Reich mna Bond 1i' roe behindJamb TM. meM1 with Finatener /14 S' w t} AlPop Hll Head Trlm F481J See Pali ] for Jamb Tam red cut IllJumb Tma 1.2 or Altemate .41- F-hpar 04A i" a j" Pap Wwl at I'-8 O.C. at Cda Farm as Finatener V. 12-24 x li' Pancake SO OP5 W/O Waller at t'-a D.C. at Hot Rolled PBR Wall Panel- Three Sided Framed Opening Pa9PWO702] eaPWO]029 PBR Wall Panel- Three Sided Framed Opening meis PBR Roof Panel aGPR00011 PBR Wall Panel -Three Sided Framed Opening -Jamb Trim Installation once ae. a RA, one Re. Jamb Trim Field Cut Details Mer'20 e04 Mar'20 05 Head Trim Installation Opt-19 03 Fastener And Tape Sealant Laralion gpr'i9 01 FacI.. I it jiY Ir � Pap At SS At 1'-R' O.0 At Cdd Fmimetl Nemhaa ii• 1i" PER Panel aNner n6 Alternate Jamb Tenn F464 Jomb Tim F482 Jomb F-liew /17A 12-24 x 1F Pmmke 50 I4D Viand DP5 W O Wa Mar At 1'-B' O.C. At 9i gi• gi T9P-�9w Pool V- 4A i' v b^ Pap roe (Cola Form Mown 12-Atx - 5' - 7 O.C. / 3j' a[ 1'-e� O.C. at CNtl Form Hot Rdletl ¢imlar) At 5' - or - 5. O.Hat RoIIM Nanhas 2i, 2(, dx At Cdd Form Menb Or Header i" 3,' FaaMna j1fi n' Hot Fam shown 12-24 x ti' Ponwka Sn nP5 "spurred, Faafna iB] Ho[ RoIIM SMAar Flela Cut ono Remo CM1annel Closure Tim W/O Wat Ho of Y-e' O.C. 12-24 w AlJ't Sl OP5 W/WUMa at Ho[ Rellea see L.O. Mr aelaez. pl 5' - Y - 5' D.C. Double Sided Tap. ]" At Hot Rolled Nrnbae 9ralFg OiraUon L A,. (Not by BuHHMA Mfg) Henn Tam Blo dat Insulation }" Bead of HWSb Tube Caulyrg F401 See "CPR01016' (Handle to Floor) At goat Nemhm Evcm[ Aa Mal How B --� (2) Faebmars p4 ��- I banal' glonnd She New a< Heatl Tim i i e Ib" Pop Wret Pas Well Panel Fltltl Cut WBII PonN ' 'OkDowu. TO. lap Nn6. Term Jamb Tam lneulaRan L_B• L_D• 1•_D• See PYAID28 For Details OPalln9 Mam _ + Y L, when ree lma. - 2i' Y 2i' 2i" Y 2i' 21 I' 2f ,'. - _ FlNtl wl ntl notgr ntla Rotten ism leg wTn requbM l Bz requlr a. es an Jae mmnr4az mhown) m or Alternate Ja b T F. 5 g Finish Flow Una Frisk new f Slating we.Non _ D Sa 'CPR04016• pt mot . At Fine SWL Band Bit Lop Aid Page Plain sae Vew e1 Flmr line Tam FI94 Prone Jamb Tim F482 and Nota Pone poaitian Is Mown with Altemate Jb To Trim F4R4 MFleld m tyning Height Pand Rbs and OpeninganV-W module, g g41G Oabm making red to antl wDima Front Wew Netc pll ✓io is to be Location f Rw may war, depending on Swce paltana Mown wtiafy ILL 90 Put dimensions aaooraNgly ft Jamb Jamb Ttlm as Mewn inatollea BEFORE banket the umDrum,be Mam Fla lomel a d Paid r¢quimmenb b Hoof. Let! Jomb irlm appo¢ile M1ontl wsulotlon B pplleE !o wolb. ra before letting Panel and Trim. O u O aw�o Checked by PNR 10/5/20 Project Englnaer..- Job Number. 17-B-7$914 sheet Number. R7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to [he products designed and manufactured by manufacturer only.The undersigned engineer Is Hot the overall engineer of d for this project. O u O aw�o Checked by PNR 10/5/20 Project Englnaer..- Job Number. 17-B-7$914 sheet Number. R7 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to [he products designed and manufactured by manufacturer only.The undersigned engineer Is Hot the overall engineer of d for this project. PER Roof Panel Side Lap And End Lap Details Sheeting Daudian Fastens µ }-I4xror PrewgNg Wind 91 W/Wailer 1'-e' D.C. Tape Seder ' a j• x 1}' HWSOJ ,r Sauxt, then Pand Six: Lot SM1m m O �r^s'WM Fastener µ A FD w/Washr Al 1eO.C. �,4xru rre pr 12-14 x u , Sow S) er Y-r- Al 5'-Y-S O.C. Page GPRN016 PBR Roof Panel Peak Box At Fixed Ridge Apr'19 R04 F. j Fee door µ (! }-14 z r LL S1 W/Washer At ,'-T O.C.—� �.�s 1 Peak 0. ) Tope S«Ir r x ,{}" HW p] _ _ ,,(Sue Chadil _ _ _ Rdm 3chn 1 _J L_ -3 L— --__ r Tm Cmpnuwa ta,we Toe HMr } x J• OSeri Fasten« p1A lvl }-14 e r Sit W/wadr At Wall Food High Ribs Putlin Pack Box (S. Chart) Podmr JIJA 12-14 x tr SD W/Wa F« Sheeting .1. RAI Stake Pand Owure See GDC6W3 Pori Fndw Detail Fastener 14A Earo Salt }l4 x r So W/Woehr a- Piece pf Tape Sed« Al Wall Pand High III. i' HW506 (oMrp tape ale an laide saves xwe55 dowse by a j• minimum) ,ryfb T.. Sealm 1" x t}' HW504 Top Mtl set. Nate Done Sdtla^ petal Eaw Trim Reading pmhle win de -don on the Al Lox Earo (Milan freaked, may requlm attadmml Wid'mg mtlr, Att-howat ae Huebated before installing roof panda) is 'ocold. 1., all 'ralea M W/WoaAer Faetmr p4 LL }W/Waabo, S] (6) RNeloul Fadmr µ 12-14z y'u m W/Wode Park Bear (Top Ne+) Id Fat— µ(10) a r LL SD WAwa Ar(-1 RaquirMH]Ti PBR Roof WJk F^elmr Plamnes Beke Rkn Insulation - (Not by add Building Manufacture) Tope Seats PER Roof Panel Fixed Ridge Detail Die Formed Ridge COP 152 « p1 14xr s] W/yloAr Rryuketl tytknd flitlge nwland "HeM04 Pmk Purine Note: Inddl outland ridge insulation she M84 w [,Wool. and maf mooddng le bar, apied. Temporary attachment. it houses, at by metal bullring maerfich rr. PER Roof Panel Section This Fixed Ridge r Syn. Faden r 13 Tate Seder r x II" 12-14 x 1}• LL SD W/ t4• HYfio6 CmlNuwa Wayhr Al 5-7'-5" �'�(� Die Folmetl Ritlge PBR Roof Pmiel `PaP F52 national Ridge firmatlm Tom FIRM Insulation (Not By Metal Baking Mt.) Psuk PuAN PBR Roof Panel End Lap Fare GPR36001 Fare DPO0001 Downspout Strap Allachment car° OP00011 Light Transmitting Panel (LTP) Far` GPR25102 Florida And Areas Subject To Texas Dept. Of Insurance Requirements Roll Form Downspout Layout PBR, RBR, AVP, Vistashadow, 81MP Fully Sheeted Wall PBR Roof Panel ram R00 Dare a R03 !ads Rea pia „ Ma '20 Apr'19 Feb-1] 03 Standard Placement Guidelines Apr'17 O PBR Reef Pond Fodener DIE oats r IRA dirmid, of (2) each gailgid, A minimum of 4' "a tl fen tl ends The non -Insulated LID ono be Rod at or and tlr rrluire pm pa y op un the up -Ail roof pond a minimum of I'-0'. leadatetl file mould not be mt in Rod. At 5'-T-S O.C. Cause. (>rofib May n ry)FBI z F m W=697 (1) at F19J at FBI. (2) Ol fBl, Fgp3 and 'Ryp j14 pomrymt Strap FTW - 3'vf surd 4 W Downspouts j oua' - VW oomgmfFrsWer Fl829 - Bud' Domepwl* Locate }'0XI}'Pap Rlrel SS (1)Per Sde of FI9] B03 - grxq Domapwtre Dar spaul Hf6r �RFlYtl (i1P'I 4.12 In Cutts (2) Pc Side al FIR. F903 "us (4'v5' S .) W ) j{IIW^.,-in, S 1d (I; S i and KR Wall Panel AOONmen! ve (s) Fasten« pia BBdq Fore I sides Fa¢tm N Seal ooectionsynelh Acaplade Acc[pidle pcceplable AttrylaWe Fusion %E 14 v 1 LL SD W/washr At B 5-Y-5 O.C. $R,y. Eore Shot °vD on }-14 z r LL 50 Wlyame V-8' D.C. At Addap Pu01n Gutter connection with Tube swlant RM iD upper, pommwt F32p (10'-fi') n� F313 (19'-6') Fwlenr pail }-14 z r m1) /l A9J (2) d F81. F90J and F1BR9 Poalmr j14 Domapwt Soap i]9] - 3j zb and 4 v5" Oornryouta FBi - 6'rt' Doxnywt F1829 - B'xr Domapwt F903 - 9j1gr se .at Rmf Pad t ^er- /Ah Faetmr RE pownywt SboP FJgJ (11P) ]"0 x IV Pm Riwt SS _ Po6i 6 }14 z 1}' LL m W/WasM1« (3) Pr Pand At Intracoastal. n see OPOWtt tAru DPW014 For pomywe Sian, Fastens, (t) Pe side at FNJ D^mapwl (Cx5' Sham) ¢ (ip.l Poetmu %E AfW[Ammb Laxr D.... has t F330 (10'-6") F313 (14'-0') (2) Pr Side at FBI. Free RBR Wo Pod Attachment and TIM A ytoble Aagirble AtteplaEle Pl ��� ��1 ���4,,,,..,IIa }-14 X I}' t 511 -V D.C. �7 I At 5'-T-S' O.C. II\i_I I Upper PBR Roof trend (6) Poetener p14 t/a' x 3/16' Fu+lena A[oytabe Loxr FOR Rod Pond (1YP. Al Splice) 15� jail }-H x r se W/Wachr (1) at F)9J (2) of FBI, F903 antl p ss pomspwl Slmp F]9J - 3j'x4' and 4'x5' oomouwb F01 - 8'xB' Pora up F1029 - S'z0' Oamapwt T b m` ryAhxidout _ routes if4 F90 - 9rx9j' Comapwt(Tape [fir ie Lost ol«eROomT F321 }'p x I}' Pou Risen SS (I) Pa She of M7 AW/'Aatwhadow (e.5oume-) _(2) NAi i 9me Fran Faatm« INe Putlin (2) P« Side at F01, F80.1 Well Pand Attachment and F1829 Not NIawM Baling Fu^ IIM 9fa Not Nlowetl Not Mloxal Not Nlowed 56t an Fouturner its Tope Smir j' x }' }-14 z r u W W/W sM1« HN52T Al i'-B' O.C. Atntl Nate: 1. Refer to % bulIdNg mectlon drawings br the yadng of Ne downspouts. 2 soots all domyoda aver ^ panel maps rib if ,aside. P FAi^ 8 9%P') - Rmf antl t pay pony B WAh 6^ t B Pytb (Tp) Fmw/a µA f— pommwl Slmp }-14 z r So W/Bather P97 - 3j'v4' and 415' Rewraps una (1) at FJ9] FBI - B*wu Downywt 2 at FBI, nos antl FIo29 O PrewAin9 9ix1"m 9 Diredim 3. A field a lice la required fen saw heights ter than DV-0'. Always the required p q 9 9reo p mmaure q Faster. 4 P F182g - 0'x8' Domapwi m Pml Pmtl 5 W') ¢ Ab length elarMg at the waged mat. After rotting to length, insert the .-Rod spat of the eut downspout Into the top of the low« dow^¢pouL j'0 z i}' Pan Runt M HIM - 93'x9r oomsiwf g — 4. Downspout straw "97 are Locatetl at the bott«n of a tlawmpeam below o splice, ..a at told (1) Per 9de at F'u, Domapwt (Px5 Aom) Se[Ilm •B• proof of domapwt larger than RY-6'. see OPIcall Hera DPOOD14 ten downspout soap faatmaa. (2) Pr Sea of FBI, F903 up Wall Pantl Attachment Not NIDrM Not NIOWed Not AllorM Nai Nlowel and D029 ° C o y p Q O Z o F an _ ra as 2 goo O w w m y N as as � o 0 S Q [] 2 } fir to C�g F n as AM A M 5 on 1 M a _ € f1F •m J orus C us <J y'a, y E rcvlw e � 2QD7 ❑ Pq UQ�ZR V m wle�r R¢ ao � fi Rq to i § a N E Nss 4 W d"a El❑ 3ro D o h ° msrc0 a,0 Fw d ZrK .$ m « U �nYllm o O Soule: NOT TO SCALE Or.. by y S 10/5/20 Checked by PNR 10/5/20 Protect Engineer Job Number 17-B-78914 Sheet Number. R8 of 12 The engineer whose seal .,pests hereon I. an employe. for the manufacturer for the materials described herein. Said seal or Certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this Droiect. Page Pagv PBR Roof Panel - Perimeter Trim Fastener and Sealant Reference GPR06n0oR Fasteners rc 0000004 Id"19 01 Jul'1] ro </ I I Side Law siaTM �a /_ Fastener d14 I/9'x3/1fi' POP Rivet Stainless Steal Fastener 014A ..�.I� °�� 1//8 x3/B PPRiI Stalnlns Steel Fastener #2High4 NI....._- �IIptQC2 8x5/8' NiA.,L dinner mAxz wex vAMn um xw F1Awxa � 1FLwwxc rw ru. _ it rmm w/ runmy Lm (za r.a.m nu 11 �ma ro- s.1m wH w w if NOW ttm e,e, r um r�. Qei .1 W Mn dR Fastener 035 0.0. B#14ed e1 Wed— Bedded WmM1er Fastener 943L lle Member Screw (Lang Lile) 1/4"-14 x 1 �nHF�aasstt1IIn�IeeL1nneeLar�&�44L 1/ P 14xStitScrew (Lmg Ufa) 1/f-14 z 7/8­ S/16' Hex Aer Need 5/I6' Hex WhA Heotl w/ 1 I/e' O.D.o.o. washer W w/ 1 1/e" O.D.0.0. waal=r W Fastener N226 Fastener 9228 Fastener W271 G r..wxaY our C mnrY."ohn G °"mrs C amrrrll'sn F ranrw,a Gmed End Rivet Q _ 1n x 1/2 Gmmmel WaeM1v B-16 x 1/2' Trim Screw Low r ese mw w pew Low11 re Lee 11 Ce, me sconce rest I'vss w I Rse2, <esyrfeea fA r nt I. d as khaL mn" " 14. x6j11.a sn,C. nx of rUw �raew od p1 rm.m na r. d'w firbl Fr Pie 11111 a�I/ ."swe o- if iw,w P4 (p r•dsgw N�. y.w r n e12-1.4. Ir mw/wm s (Yl r11 �m.�n�ry Jr. d'Pm m•r ue raxmw P Al2-14, 1r m —.7-11 �e See . W rmwv ry rxd"Pm sml er lm W4 W'oa w/o t o vrm«1�Y¢ Jr./ Fastener HW399 V J w mmrrl.?� a..a r-"I son..�mr r6 x 1" Robber Rvmmvt 1/4' Hex Heotl w/ WaeM1er x ge en userx>sm %, 1 V Cm IV H4M1 la' flmlFe Few Tryn one cones fneei3saT.FleaB su rssap.ruil.rxsrx . f]gS2 11 (>) rrow, n4 Y W Yfvn Fmlw.w n4 he s (r) imw's"m (w rmr�Yn4 nm. 1 F HA 1-14. t r.a Pm xne, P-w r. xPm P,.1 ,. 4 mA tz-w.11 t.d.w xb.l a•1s F JTI. 4':Ir l.A'em as.lnly F.—' mArz-«.1( v/wm�+1z•ae Wrr.,v n4i(. b' Nota wemA"14.?rem. wumw 2, ae r u m w/ was glee .+1.� nM1Y ac m e/. a' ar. Tq 4fY [oWnwn m w/ rep. v'ac n4m1Y 6C _' 1m s Refer to bM1l of molalAg far apecfic jcb rpuenown ep= Tape Sealer And Tube Sealant wIe000005 Apr'19 05 1R1-BEAD TAPE SEALER MT TAPE SEALER TAPE SEALER - SWACEO HW504 HW507 HW515 Ya �• x li• x 25'-0' g• x f' x 50._O. Aj' x 21" x 6" TRIPLE BEAD TAPE SEALER HAT TAPE SEALER — HW502 HI BaltenLalt HS S.Pertek 11' x 21' x 20'-0• f}• x 1• x ts'-o' U(R/REETCHHAA\NNEE TNURSEE S EALANT TAPE SEALER NON -SKINNING BUIYL ` V MINOR RIB TUBE VAPOR sENANn HW512 HW( HW541 541 (Gmy) (Gmy) �• x 1vx' x 4" IMP]10D (WHITE) HW54T (Bronze) Note: 25'-0' per Tun, at I/4• Sena Net.: IT'-V NW Tabs at 3/8' Need T" WIDE x 24 G4 FLEMBLE MEMBRANE (UPON) SIRAPPING 14 OE%S 7" WIDE = KW52T7 DEKSTRIP 9" WIDE HWISUS DEKSTRIP 12' WIDE - HW5229 DEKSTRIP 18" WIDE = HW5226 COLOR = Gmy ' F1470 - 25'-0' Galvolume Plus Only Roll • HW520 - 16' x 50'-0• Roll SCREWS D.C. MAY. PERIMETER • HW521 - 24' x 50'-0• Roll TAPE SEALER BOTH SIDES a FL471 - 1Plus " Roll EACH ENE TUBE SEALANT HW540 Galvolume Plus Only EACH ENO a Goled - 500'-0' Roli TERMINAWON STRIP Hw53a5 EACH Golvalume Plus or END (1" Wide x 4'-D" Long Alum.) White WI Coot NmE: Re1er to bill ai moteriota far specilio job requirements PBR, PBU, AVP, Vistashadom, RBR, RBU Panel Fasteners Wall Faataners Rani Rokeea Img UN(oplional aI Wap Memher Svew Podener tl]A Mmber fimew Faetmr r3 12-14 x 11' 12-14 x 1r r}' Hex weather Head jr Hex Woebr Heotl w w Member Screw OPtivnvl Mr.nnv C.vnw Optional Fastener r17B Finds— NSA 12-14 x tf' 12-14 x I}' {f' Hez WeAmorHead Hex w� d/WWenherrNNeeedd w�1111rNIF3-� Member Screw opnI Mernber Screw OPRV condensert2a entm 08 12-14 x 2' 1114 a 2' (t' Hex Winter Heed Ib' Hex Wass Head ww/wo ww/was SSLLchScrew. Faelenr INA Id". .. Faetmr (4 1-14 x r }-tb x r (f' Hez WaeM1er Heotl (f' Hex WhAer Hmtl NOTE Refer to Of of hinditedoes for specific job requinnewda Various Fasteners a G000009 PBR Raof And Wall Panel Fasteners Florida And Areas Subject To Texas Dept. Of Insurance Requirements . G 000010 PBR Roof Panel - Perimeter Trim Reference Edgecmft Southern Standard Trim PaTPR00001 PBR Roof Perimeter Trim Reference Trim Fastener and Sealants Dale Nov'16 11 May'TO Reg 00 °°'e Jul'20 11 °eTPRODOOB w 'M" Jul'20 00 Footwear ill 50 W/Washa 12-Ho x died Nu NeM Fvalenr SO W/0 WmM1c }-14 x N Next �" Hex Hmtl Wall Faslenem RmnFeeleren ,err fll���/111/'-Il�j' (J�//' %� i-�Mam�he�r5aew� V }-16 zrtr `D W/WosM1a r{.{Mjem�b�e�r��5�v�ew V }-14 xfig Fl}`eLL SD W/'Matl1a O1 Lap P1ttr End012 LOP FWonaim Cop/Lover Luther Strap FAK s0% FAtE BoxLAP mrax Inaea YMe�1n 0/1"OG'Her Ffi12°/FficOdiL L Y rip F8012 Fae} Fa075 to Y IPA pose m1.a pV4-Is. i nmr7veyw (no r umv nr i mw let now— n 1n., my . n4 (.I ,- .ir. (p new 1r m CO/ my D. Wa =r m a m^�If1y{v�III r5=e'ocw' m•so i iSi iray.�. 11s (D sI ' s m 9 � f . r cew i'-perm. (al rmr.m = (U nw 4.t Y-4'Tq.• Ymm iv¢imer it o 12-14 x I' nomadic SD W/0 Woshm u - 3 L Membersvew $Om }-14 a (Lm9r Thin 1}') m W/Wo¢hr Memhersuew plR6muxmuall� t �YY�YYrr- }-14 x (Lm9r Than 1}') LL 50 W/Wmhm Rake sL Lo= Rokv G= Rokv a]' o- 3' Rake In <= 3' age, Cot, o- }' eimabl1 phone t55 12-24 x 1} SO DP5 W/O Wisher 1}' H. food ri<l. Fmim 0 12 24 x 13 5O UPS W/0 Wash 1}" H. Nmtl F atm 142 ad }14 x IF SD W/O Wmha Ir His Hmtl F6126 020RL 6 2' Lee a i6150 fi032RL 2" Lap W F6a2L/F6027XL era jN,w g M a 4 c 09 rmlma N 1-a x t 41v~ r Yy'iw m� iw O new ce N �14. 1nm rye me. e.ev,1 1 n. r w nM Wm m/:% mw.. - dined 1— m:/ w.i -m/mn tF�x 1/� . i m Ax✓"m a w <� pl Framl�s N /a-1 r m i� v e.wwN1 a f m1.n.w w-1., r r4 ae T.anw 1 ('; rmww M /«1.. r m w� v x IOi N4 (%rr.m N h-ch,14. t m w nm iwe� Rak. �dN//$pscL' ,pan foliehsveu ❑dj,� W% Fmlma i4A �14 z r SO W/WaeM1er Stitch screw Fasten I4 �14 x r LL 50 W/WmM1m Fmlmr (76 12-14 z 2' SO WI Worir 1}' Hex Hood FOMa N11 12-14 x Ir SD I Washer I}' H. Hmtl Fvatma /1B �14 z 1r 5O I Wpeha fj' His Hmtl [�A,I11111111T� 3 2 ... High it. High side Lap Outside Camr Inside Cane Rinks Cop > r, }' F61}B 6060RL 2' Lap Right ve shown Flald Walk FH 024RL/F8055RL Perop•I nN. iM1n RM 9pe Thin xkgv Cry PmpM Mph SNa '^'W Aiees r mw� f .-1.. i .�,/ims. s oc �usi '1w sm.1 fa) swmw na lD rem ppN his che'�w z'w —1 m rmnm n. l.1 rww e N new if Tow smn (41 Fw N ID.- T. � w ' Fy rw.w N :1" n4 / r ORKI wars egg Flge wa5 Y-1 rvw sae IA Fm� lnwmP+s . r .,. NA h14. i Wrr� to -I' iw Ymu. (LLO emiwwr WF wMmmea•t - r„y ypA.e (9irmr. M Nt.. t 9N M4 i eww­ m -° 1mg Yoe:° tta w gglfa d\ga �tW r� Fastener i16 12-24 x ter Poneake SO DP5 W/O Minor NOIf Refa to But of Decision W Specific job Reopkements Fostmr i96 }14 x r LL ST Tpe B W/Widir 1}' Hex Hmd ll�y�I��I��r�1�1�1���1�1�{� U Outside Comer held. Comm 0.union Comer Insitle Loma Peak Dow Right as shown Fed Wwk PhId Work Feld Work �> rwmw N lM1nm'w /4-m ffi) rrw'w 1 (I rrmw M .1ZILL a 001i1-uMiwN4 —1 (�>) s gsn4 tN 0 . 1 T. wMa. m-- m wryww Mkid Job Number. 17-B-78914 ;:a heet Number'. R9 of 12 The engineer wbase spot appeors hereon is on employee for the monufacturer for the materials described herein. Said seal or certifir"Hon is limited to the products designed end PBR Roof Panel -Southern Standard and Southern Large Edgecraft Gutter Sheeted Wall Fa tuns x S �m .t be Inat'I- thmagh LL Co W/Wa her Tape Sexes, HWSCB Swly N encore o water tight cmnecHan. 6' Lmg Gutty Support n PBR Pena Section A 1r-o 4 [ in l- 50 W/washr t .c. See Sal'n9 better Support ly)yat Fastener 0atantlaN FB93 (Mown) 12-14 x 14e LL 50 W/WaaM1w Large F3]57 a [ 5-Y-5 O.C. attached with (3) Faalenr µ 1'f }14 x +" LL SD w;7.hr (See Frmtkn Drowin9e IneWa Panel Clwun XW455 for Spacing) with Contecous Tope Sealer �HW6W Top and Bell- 0 0 I t .w "A" better caw rd (Sawn) Fwtmer ®14A 20/F ell Large 5'-0" O.C. 21/F6o01RL F.Inner e1JA love Txm t2-14 . 1r So w/wwher worn nl}' n4 K "opllonol' Wt¢Itle O.C. Pena Closure (See CDO6M2) Crown P4A PER Roof Panel TPR05010 Edgecraft Rake Trim End Lap Installation Detail -'J" thru 142" Wall Panel sep'2o of -toner µ Foatmr µ �-14 x ]e LL SO W/Wo-r (-14 x Ae LL SO (76M r tif - At 3-0.0 M. Odor, For CAIw ;p All ProPon (Tern placmml Say Oetola Below) Faster 114 �� Ilrethene Tube Sealant 21 R [ At popNWSW j" Bead - LasUp1s 2i O.C. (Far Over lope Seal- pikame t. See Detbaw idea) Urethane Tube scxant moo (e Bane RM•ide VIA of Ian r� Foatmr e4 At cop Faatenr e4 Facterar µ (2) f5126/F602oRL (2) FWW/F6032R Al I°P (2) A127/F602IR Al Inp (1) F6129/F6022RL ( (J) F6151/nNOM (2) F6152/F6034R ( Faatmr e14 aeguiretl Faetnr VIA Faelmr 14 e ZFmtmer At Al Las Requintl arrylrN At Lap At At At LaPtal /14 Southern Standard S.M. Large Nr1M1rn Standard Northern Ivge F6126/16DRORL ar F6127/F6021RL or FBIMYF60ML or F6129/F6023r4 or BIM/F6[l (Morn) F6151/F6033RL (Shawn) F6152/F603ML (shown) F6153/F6035R (Shown) PER Roof - Edgecraft Eave Gutter End Lap Installation Fldtl Notch top ranges (Na chin h al hem ly at hanxen gotten) z) r bone .I I Tube Student Eore Gutter (P.M. wiea, Narthem Standard FOI22 shown) 0.) Few.— eta (15) Feet— 04 rvqu'vetl of lop mqui,.A at lop Southern standard sauNrn Large F6120/F6000RL rw21 ZBODIRL Fasto r tl t l[ Fmlmer e14 (Focram (Far placement ¢.. eetaila btlar) ternUt x 14 LLf (e5ui -Ionurea— Im er /14 q tl t lop PBR Roof Panel -Southern Standard And Southern Large Edgecraft Low Eaves - Rake Comer With Eaves Gutter-q" Ihm 12. Wail Panel Fi abor µ (-14 [ r LL So W/M'aehc At I'-IY O.C.Rohe Trim To Fast.. /4 Pend R3 Tape Sal- 1e x tts HMN Top Of Pme1 RM shred Rake hi n Standard - F6020L (MI-) Boom (op'niu) Large - F6021L (Rom) BMIR (Ckussits) Red Notch Cutter Lip Foatmr e14 10 x I}" Pp Rivet N At 2 O.C. Max (91 At Standard (13) Al Large Milrr 1-14 x j 1L s) w/wl.hr At 3' O.C. Moc 4 Field Natal RIP PER Roof Panel -Southern Standard And Southern Large TP Edgecraft Rake Trim - Sheeted Wall e'e Jul' ti 3' Sa Erection OmwMge Rake Men Fwtmv µ smnmre F615o/s Bull (sown) Att x ]' LL m w/wlaxr Large F6151/F6W39L At 1'-0" 0.G H�o Smlr 1" x A3' Ntemnle Raol Rlb Loca!'an� ¢ F Faslenr µ }14 x a' LL Att -0- Me O 6 ¢ At 1'-0" 44 H�506 xr 1" x a4" F sh R 4e Trim Standard F6126/rDMORL (Shown) Foxner i17A rc Large F612T/aISIRL 12-14 [ 1)" M W/WosM1r N O _ Al Each Roof Member ise w Fester /14 Foamr /ITA U w (k x jr Pop Rile Si 12-I4 [ tf' 9) W/Vlasbc se se At 2 0.0 Max. O O (9) Af Stmeard RA1----------- R 2 9ha1'ng Angle (13) At Large an so u \ \ Standard - F6a12A (Sam) p Bala (splash.) O O LWge - HAIM (M.) 'act 11 COP F6013 (opposite) o RitrN Gutter Standard - MODDIR (%I-) RoNL (O"Isite) Lange - BEAR (5bwr) Sw 0eal Below } "NIL(DppOxle) C Wish. Ponx Qoare See fOCfiW3 C en aka Rake Tdm Rake R'vn� m m 1. Apply tube adobe[ to end cott p boom antl aitla lobo. Rake Side Ran 8q 1 brand p of o field d.termined aides- in hem lbw Fmtar e4A F215 a ern of in' gutter. Inspect after Installing and seal any }-14 . F m w/ M a o � gape tuts, tube amlr ont WaidAl 1-Oe o.G. 2 Attach Bove putt- to roof panel locating layer and W�'y at raw of Pena r trim. (Bee Gutter plwrnenp Standard Faatmr ;F4A WbM. Ponx C 2� tl ¢ 3. Align copes of save gutter and Poke Wm and attach For Real Runs IW-T or Lev 14 a SD W Clayre x..� rake 4im shown. Apply tuba ancient along cases to r / y Bee 03060]] seal. stAt -T O.C. At�gta Wor 1' 4. Bee saw and rake construction detalle Included with For Real 1Nna 4rwb Thm IN`-0" •wi a6 «ow —a.- drawing. far Instillment M love gutter and E mke Z- him to raft! Ind walla. ¢p-d M o� 61 <Us d e en E n l NN UI� Ne JULLi/) ZUr FLF WYer4 37ZR1 n �prfC Scale: NOT TO SCALE Orawn by VSS 10/5 /20 Job Number. 17-(j-]$g14 sheet Namber. R10 of 12 The engineer whose seal appears hereon is an employee for the manufacturer for the materiel. described herein. Said seal or Certifcation i. limited to the oroeuats restored and for this Fastener t43L 1/4-14 x 14" LL SD w 1 " Washer Color: Polar White LIP�a Pgdin Fastener 27 Required for Ea ,i UP NOTE: If additional purlins occur between purlins shown in the isometric view add 9 Fastener #43L for each additional purlin UP Flashing F75 Length: 10'-e" Color: Polar White Fastener HW399 6 x 1" Rubber Grommet W/ Washer Color: Polar White Sidelap Fastener 25 Required far Each UP 0 HW504 at Endla P. Tri-Bead Tape Sealer 7/8' Wide x 3/16 x 25' 8 ft. Required for Each LTP O HW507 at Sidelaps Tape Sealer 1/2- Wide xx 25 fit. Requireded for LTP for Each PBR Light Transmitting Panel Assembly Parts Glosleel Florida Approval No. FL15531 Crane Composites, Inc. Florida Approval No. FL13793.R1 Texas Department of Insurance No. RWA-03 Fastener HW399 P noshing7`5 Sidelap Fasteners (Fastener HW399) PBR Roof Panel e-� felled by placing the fastener \V1 o #" of.. pre -drilled hole and Flghtering using a standard i hex head socket. Section A Fastener HW399 16 x 1' Rubber Grommet W/Washer 10' oft. Tape Sealer F x jy' HM07 LTP Flashing FI5 PBR Roof Panel Vinyl Blanket Insulation Strip 3' of Insulation From Vapor Barrier and Fold Back Over and Attach to Side of LIP Flashing PBR Roof Pond Ynl Blanket Insulation Strip 4' of Insulation From Vapor Barrier and Fold Bock Over Pudin Fastener JUL }-14 x 11" LL SO w/ 1t Washer See -Emlap and Pudin Fastener Layout j Light Transmitting Panel 2}• Double -Face Tope (Nat by Metal Bldg. MI Section A Fastener JUL 4- 4-14 x 1t LL SO is/ 1t Washer See 'Emill, and Pudin Fastener Layout ght Transmitting and -Bead Tape Sealer N504 uubie-Face To (Not by Metal Bldg, Mir.) Sheeting Direction 3}' I 3t I r GENERAL NOTES: 1. These light transmitting panels are not designed or intended to bear the weig ht of A 9 99 9 Y person welkin EPATIONn or EXPRESSED R them E person c P 9.stepping, 9. 9 . THE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION EXPRESSED OR IMP person ca IMPLIED, that an n safel y walk YP Y an stand u rest on or near these light transmitting reels or that the io m I with P. 9 Y 9 P PY an OSHA regulation. n is ne Users responsibility Stlit to ensure t the installation y 9 p y that on and use in the light transmitting panels comply with State. Federal and OSHA regulations and laws, standing, but not limited to, guarding all light transmitting revels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. 2.Non-insulated light transmitting panels may need to be cut in the field, if required, follow these steps: Up to five (5) LTP's may be cut at one time. A circular saw with a 24 tooth per inch blade, will work best. Cut slow and allow the blade to work without excess pressure. Allow the blade to cool between cuts. 3. It Is suggested to pre -drill the light transmitting panels before Installing fasteners. This will help prevent fractures which may cause possible leaks. 4. Remove drill shavings and metal filings from the surface of the panels at the end of each work day. Rust caused by these items can destroy the panel finish and void warranties. INSTALLATION NOTES: 1. Install roof panel and insulation according to standard procedures up to the desired location of the UP shown on the "ROOF SHEETING PLAN". Install the LTP Flashing F75 at both sides of the LTP opening. Apply double face tape (not by Metal Bldg. Mfr.) to the sides of the LTP Flashing F75 to secure the insulation see Section A and B. 2. Install insulation above and below the LTP opening. Apply double face tape to the purlins to secure the insulation see Section C and D. 3. Apply Tape Sealer HW507 at the panel sidelap as shown in Section A and the isometric View. 4. Apply Tape Sealer HW504 on top of the lower roof panel endlap (panel(D) and extend Tape Sealer HW507 6' over the top of the roof panel sidelop Tope Sealer HW507. See Section C and the isometric View. 5. Apply Tape Sealer HW507 on top of the LTP sidelap and Tape Sealer HW504 upper endlap. Extend Tape Sealer HW507 6" over the top of the lower roof panel sidelap Tape Sealer HW507 and the upper roof panel endlap (panel ® ). See section D and the isometric view. 6. Attach LTP panel at sidelops with sidelap fasteners at 10" o.e. and endlaps and purlins as shown in "Endlap and Purlin Fastener Layout". Light Transmitting Pond S-O" Fastener JUL 5' Endlap and Purlin Fastener Layout Fastener JUL i-14 x 1r LL So w/ It Washer See •Endlap and Pudin Fastener Layout Light Tmnenitting Panel Double -Face Tope (Nat by Metal Bldg. Mc) Fasten" JUL �-14 x tt 11 So w/ It Wisher See 'Endlap and Pudin Endorser Layout Tri-Bead Tape Sealer t x 4' HW504 Section C Maximum thickness of blanket insulation over purlins is 6" PBR Light Transmitting Panel (LTP) Florida Approval or Texas Department of Insurance ❑ght Transmitting Panel Fastener HW399 16 x l' Rubber Grommet W/Wosher at 10' O.C. Tape Sealer HW507 LIP Flashing n5 PBR Roof Panel 2}- Vinyl Blanket Insulation Strip 3' of Insulatlon From Vapor Barrier and Fold Back Section B oar and Attach to Side of LTP Dashing Fastener HW399 - LTP Flashing F75 PBR Roof Panel Section B Fastener JUL }-14 x 1t LL BD w/ It Washer See 'Endlap and Pudin Fastener Loyout FOR Root Pond -� � I Form ml Form Pud'n Fastener JUL �-14 x 1t LL SD w/ it Washer See 'Endlap and Prelim Fastener Layout IN. 11I roil oil Sheeting Direction Standard LTP Location See GPR25102 for Standard Placement Guidelines Fastener HW399 /6 x Y Rubber Grommet W/Washer at 10' O.C. Tape Sealer }" x HW50] > PBR Roof Panel Tri-Bead Tope Sealer or Ridge Ca ❑P Floshin g P t x f1- it 5 g MarryEnd Lopand F]5 sme La sealant reE Tri-Bead lope Sealer $ r t x4' a C a � Hwsoa h w < � z r o m z = ox j a mF N w u rc FOR Roof Panel Pudin ono LL ri m End Lap Sealant Detail o 0 Light Transmitting Panel t FOU So G m o nd Pudin CRRg ut" E Dim A c m BR Roof Pond or V idge Cop 6m run C y , 8 E rc�w y 6 jcc ia� w Tape Sealer HW50] s Vooin .ezmsl Tape Semler504504astener _-Bead HW399 ni c"' a j6 i' Rubber Grommet o, n ��aeher Tape scaler }' x d}' t 1D' o.G -i Rico ,wpw. u, i Z6 m Jmaas i o GCmarm Scale.. NOT TO SCALE Drawn by VSS 10/5/20 LTP Flashing Checked bX PNR 10/5/20 Project Engineer F]5 Job Number. 17-B-78914 Sheet Number. R11 of 12 The engineer whose seal LIP Dashing appears hereon is an employee Erb for the manufacturer for the materials described herein. Said seal or certification is limited Pudin See End Lap Geld I 1'-a. Max. Additional Purim (if read) \ FOR Roof Pond or Ridge Cap Tri-Bead Tape e \ txa' \ HM04 Pudin Isometric View Blanket Insulation Additional Pullin (if read.) Strip 4' of Ins From Fold VBernier nd nd Fdtl Batic PBR Roof Panel Pudin Over. Pudin The fdlowing are examples of conditions that may cause condensation an tight Transmitting Panels Double -Fare Tape (A) Projects where outside winter temperatures below MY F ore anticipated and where average winter Section D (Not by Metal Bldg. Mfr.) interior relative humidity of 45% or greater is expected. (B) Building usages with high humidity Interiors, such as indoor swimming pods, textile manufacturing operations, Panic food. paper or other wet process industrial plants. (C) Construction dements that may release moisture after the roof Is Installed, such as interior concrete and masonry, plaster finishes, and fuel burning heatwo.The Building Manufacturer is not responsible far determining if condensation will be an issue on any particular application. .The undersigned engineer the overall engineer of rd for this project. m — `o Varies F6000RL Mitered Gutter --LF F602ORL Mitered Rake F407 F481 Head Trim F482 F797 3E 9F F830 Outside Corner Trim F893 Gutter Trim N01 0I0 } G C n 1g E - e 4 mA s M a o nh 5 E rc� 3 _« .0 �S owpS C`amnLL R= y �A 4 EEn� s k � n E Zn ❑ ❑ UIJ arLL y� j KJ a a,z.. L WY�g N m�rc o aaaw`m U Nb pLL4 O Scala NOT TOO SCALE Job Number. 17-B-78914 Sheet Numbed RI of 12 appears hereon is an employee for the manufacturer for the moterials described herein. Said seal or certification is limited to theproducts designed and manufactured by manufacturer only.fhe undersigned engineer is not the overall engineer of record for this project.