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HomeMy WebLinkAboutConstruction Plans- BUILDER/CONTRACTOR RESPONSIBILITIES Drawing Vol'd'ty - These drawings, supporting structural calculations and design certification are based on the PROJECT NOTES 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 Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members y point of 50 conform to ASTM A529, ASTM A572, ASTM A1011 SS,. or ASTM A1011 HSLAS with a minimum yield tlmwings may void these drawings, supporting structural calculations and design certification. The ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM Aces. or ASTM A572 with Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which a minimum specified yield point ksi. Hat rolled angles, or other than flange braces, conform to 36 result. in changes to the drawings, supporting structural calculations and design certification. d o and minimum. Hollow structural shaped conform to ASTM g500 grade b, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the �JLnuf Acceptance of Drawing; Approval of the manufacturer's drawings and design data affirms that the - requirements of ASTM A1011 SS Grade 55 or ASTM-A1011 HSLAS Class 1 Grade 55, with a minimum yield point manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes of 55 ksi. Builder/Contractor acceptance of the manufacturers interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) or any special inspections that may be required by the local building authority during erection (including inspection of the high strength bolts or field welds) as required during erection. The coordination and the costs associated Code Official Approval - It is the responsibility of the Builder/Contractor to'ensure that all project plans and for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing ail required approvals and permits from the appropriate agency as required. Design is based upon the more severe loading of either the roof snow load or the roof live load. Builder is responsible for State Federal and OSHA safety compliance - The Builder/Contractor is responsible for Loads, as noted, are given within order documents and are applied in general accordance with the applicable applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer declares or attests that the loads as designated are proper for the local provisions that may apply or for site Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in specific parameters. The manufacturers Engineers certification is limited to design loads supplied by an compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, Architect and/or engineer of record for the overall construction project. braces, false work or other elements required for erectionwill be determined, furnished and installed by the erector. (AISC Code of Standard Practice Sept 85 Section 7.9.1) (Mar 05 Section 7.10.3) This project is designed using manufacture's standard serviceability standards. Generally this means that all stresses and deflections are within typical performance limits for normal occupancy and standard metal building Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades,. the Metal products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) stated in the contract documents. Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria must be designed to withstand the specified wind loading for the design of components and cladding in concerning any interface between materials if furnished as a part of the order documents, the manufacturers accordance with the specified building code. Doors are to, be closed when a maximum of 50% of design wind assumptions will govern. velocity is reached. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code, Sixth Modification of the building configuration, such as removing wall panels or braces, from that shown on these Edition (2017). Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 9B-72: plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structure I -Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metol Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design - The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete RI1868.1 PBR ROOF PANEL R11917.5 PBR WALL PANEL R22211 WALK DOORS R6964.3 DBGI DOOR SERIES 5250 DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: FBC 2017 THE BUILDER IS TO CONRRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL, BUILDING DEPARTMENT. ROOF DEAD LOAD 1.910 PSF SUPERIMPOSED COLLATERAL 1 PSF ROOF LIVE LOAD 20.00 PSF(REDUCIBLE) RISK CATEGORY II -Normal SNOW LOAD GROUND SNOW LOAD (Pg) 0;0000 PSF SNOW LOAD IMPORTANCE FACTOR (Is) 1.0000 FLAT ROOF SNOW LOAD (Pf) 0 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.00 DRAWING INDEX PAGE --- DESCRIPTION C1 COVER SHEET F1 ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS F3 ANCHOR BOLT DETAILS Ei;- ROOF FRAMING PLAN E2 ROOF SHEETING PLAN E3 FROM SIDEWALL E4 BACK SIOEWALL E5 LEFT ENDWALL E6 RIGHT ENDWALL E7 FRAME CROSS SECTION- DET1-10 STANDARD DETAILS WIND LOAD I R1-R3 I INSTALLATION SHEETS ULTIMATE WIND SPEED 157 MPH NOMINAL WIND SPEED(Vasd) 121 MPH(IBC SECTION 1609.3.1) DRAWING STATUS SEf V CFABILTIY WIND SPEED 88 MPH ❑ FOR APPROVAL WIND EXPOSURE CATEGORY C THESE DRAWINGS. BEING FOR APPROVAL. ARE BY TOPOGRAPHICAL FACTOR 1.0 DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL INTERNAL PRESSURE COEFFICIENT (GCPI) 0.18 /-0.15 REPRESENTATION ONLY. TIER PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZONE 4, COMPONENT WIND LOAD 6 10P12 DOCUMENTS. ONLY DRAWINGS ISSUED 'FOR ERECTOR' INSTALLATION" CAN BE CONSIDERED 49.817 PSF PRESSURE-53.969 PSF SUCTION AS COMPLETE. ZONE 5. COMPONENTWIND LCAD < 10FT2 49.817 PSF PRESSURE-66.299 PSF SUCTION ❑ FOR CONSTRUCTION PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY ZONES PER ASCE 7-10; MG. 30.4-1 DEFINITION NOT FINAL ONLY DRAWINGS ISSUED ZONES PRESSURES SHOWN ARE UN -FACTORED 'FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. These values are the maximum values required based on a 10 sq It area. Components with larger areas may have lower wind loads. FOR ERECTOR INSTALLATION - FINAL DRAWINGS FOR CONSTRUCTION. foundation, as well as foundation design for the foods imposed by the Metal Building System, other imposed loads, and the bearingcapacity of the soil and other conditions of the building site. MBMA O6 Sections 3.2.2 RAIN INTENSITY P Y 9 ( _MINUTE N 8-YEAR FOR QUESTIONS OR ASSISTANCE and A3) RECURRENCE (11) 11.0000 IN/HOUR CONCERNING ERECTION GALL 954-590-4955 /p MONDAY — FRIDAY 7:30AM TO S:ODPM ENGINEERING SEAL 1/2"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. REQUIRED ONLY WHEN SPECIFIED. HER MAY BE LOCATED UNDER HEAD BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP., 0 TO 9/16" 1 1/4" F.T.PGRIPA Over 9/16" TO 1 1/16" 1 3/4" F.T.WHEN Over 1. 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/1 G" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2"HER Over 1 13/16' TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED Rev. 4/4/2017 REvtEWED FOR CODE COMPLIANCE ST. fLUCIE/'COUNTY BOCC THIS CERTIFICATION COVERS PARTS MANUFACTURED AND DELIVERED BY THE MANUFACTURER ONLY, ' AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, FOUNDATION DESIGN AND ERECTION OF THE BUILDING. THESE DRAWINGS AND THE METAL BUILDING SYSTEM THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE OF NCI GROUP, INC. - 10943 N. SAM HOUSrON PARKWAY'W., HOUSTON. TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE ENGINEER -OF -RECORD FOR THE OVERALL PROJECT. THE ENGINEER WHOSE SEAL APPEARS HEREON IS AN EMPLOYEE FOR THE MANUFACTURER, NCI GROUPS, INC OR ONE OF ITS AFRUATES FOR THE MATERIALS DESCRIBED HEREIN. SAID SEAL OR f+{I BY MANUFACTURER ONLY. THE MR ON IS LIMTO THE PRODUCTS DESIGNED AND END ORSIGNEDENGIN NOT THE OVRALL D FOR THIS ' O—g hm hem GigiWly Jgne i Apr _8, 2019 BUILDING SIZE: 30'-0" x 50'-0" x 16'-0" 2.Oa2 _ i 11 Hill ISSUE DATE DESCRIPTION BY CK'D DSN 0 4/15/19 FOR ERECTOR INSTALIATION MIS GSR RPF ALLIED BUILDINGS - 888-864-8666 eres.mmmm I mHIRC1igNTwVyHBa1 o�a®Tv® PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 4/15/19 N.T.S. 1 A 17-13-12855 Cl 0 STATE OF 1 50'-0" OUT -TO -OUT OF STEEL 4 O Diu= 5/8" 0 Diu= 3/4" C B el A 1 2 18'-0` 14'-0" 18'-0" X—Bracing A[ BUILDING BRACING REACTIONS Reactions in plane of wall E Reactians(k Panel -Shear -Wall - Col -Wind - - ismic - R/fl lac Line Line Hoa Vert H.Vert Wm eis L_EW 1 C,B Bracing, see EW reactions F SW A 2,3 4.5 • 0.1 R-EW 4 BC Bracing, see EW reactions B_SW C 3.2 4.5 - 0.1 'See RF reactions table for vertical and horizontal reactions in plane of the rigid frame. BUILDING REACTIONS ARE BASED ON THE FOLLOWNG BUILDING DATA = 3D rise; = ED 1/ 12) 20:12 = 1.910 GAD (vsQ� 2D.00(REDUCIBLE) LOAD (ps0 = 14.4 IW LOAD (p (osl) s = 0.0000 (MPH) = 157 = FBC 2017 =C N = Closed - WND 1.00 D SPEED(Vosd) = 121 MPH(IBC SECTION 1609.3.1) Y WIND SPEED (MPH) = 88 REACTION KEY. WND Left/Right 1 = rich +GCpi Internal Pressure) WND Left/Rght 2 = r8h -GC pi Internal Pressure) Wndlang 1 =Wind d Case B at Left EW Wnd_Longg 2 = Wind Land Case 8 of Right EW MIN_SNOW = Minimum Snow Pm) yyer code E$UNB_SLL = Endwoll Unbalanced now cell ESp$UNB_SL-R = Endwall Unbalanced Snow Right F LINB_SL-L = Rigid Frame Unbalanced Snow Left F UNB_SL-R = Rigid Frame Unbalanced Snow Right ANCHOR BOLT SUMMARY Car Proj City Locate (in) Type (in) O 8 Jamb 5/8- F1554 2.00 O 16 Endwall 5/8- F1554 7OD H 16 Frame 3/4- F1554 2.50 GENERAL NOTES 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MNUNG. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MNUNG. 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD FOR THE FACTORS 3. THE MANL 4. RESPONSIBLE FOR THE FOUNDATION T IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER D%PERENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 6. ANCHOR RODS ARE ASM F1554 GRADE 36 MATERIAL UNLESS 1 0 1 4/15/19 1 FOR ERECTOR INSTALLATION I US I GSR I RAF I PROJECT: LOCATION: CAD Q Q (- COLUMN UNE V RIGID FRAME: ANCHOR BOLTS k BASE PLATES I'm Col Ana. -Boll Bose_Plate n) Grout Line Line Oty Diu Width Leng� Thick (in) 2• C 4 0.750 6.000 9.500 0.375 0.0 2• A 4 0.750 6.000 9500 0.375 0.0 2• Frame Fines: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----Collateral- -----live-----Wind_Leflt- -Wind kightl- --Wnd-Left2- Line line Horiz Vert Horiz Vert Hartz Vert Horiz Vert Horiz erl Horiz Vert 2• C 0.2 0.9 0.1 0.2 0.8 3.5 -5.5 -11.2 3.1 -4.9 -6.6 -7.2 2• A -0.2 0.9 -0.1 0.2 -0.8 3.5 -3.1 -42 55 -11.2 -2.0 -0.9 Frame Column -Wind-Right2- --Wind_Longl---Wind- Line Line Horiz Vert Horiz Vert Horiz Vert 2• C 2.0 -0.9 2.0 -13.0 1.4 -11.8 2• A 6.6 -7.2 -I.4 -11.8 -2.0 -13.0 2• Frame Imes: 2 3 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wmd Fran Col Dead Collat live Wmd_Lefl1 Wndj0ghtl Wnd_Left2 Wind-Right2 Press Sucl line line Vert Vert Vert Hon Vert Hon Vert Hoa Vert Horz Vert Horz Hon 1 C 0.2 0.1 1.1 2.9 -6.2 0.0 2.0 2.9 -5.1 0.0 3.1 0.0 0.0 1 B 0.7 0.2 3.3 0.0 -2.9 2.9 -10.3 0.0 -0.7 2.9 -8.1 -6.2 6.8 1 A 02 0.1 1.1 0.0 -1.9 0.0 -2.7 0.0 -0.8 0.0 -1.6 -1.8 2.1 4 A 0.2 0.1 1.1 0.0 -27 GO -1.9 0.0 -1.6 0.0 -0.8 -1.8 2.1 4 B 0.7 02 3.3 29 -103 0.0 -2.9 2.9 -8.1 0.0 -0.7 -6.2 6.8 4 C 0.2 0.1 1.1 0.0 2.0 2.9 -6.2 0.0 3.1 2.9 -5.1 0.0 0.0 Frm Cal Wnd_Lonil Line line Hoa Vert 1 C 0.0 -2.3 1 B 0.5 -7.0 1 A 0.0 -1.5 4 A 0.0 -3.0 4 B 0.0 -5.8 4 C 0.5 -2.0 ENDWALL COLUMN: Frm Col Arc. -Bolt Line Line Oty Dia 1 C 2 0.625 1 B 4 0.625 1 A 2 0.625 4 A 2 0.625 4 B 4 0.625 4 C 2 0.625 Wnd_Long2 Hoa Vert 0.5 -2.0 0.0 -5.8 0.0 -3.0 0.0 -1.5 0.5 -7.0 0.0 -2.3 ANCHOR BOLTS h BASE PLATES Base -Plate Sin) Grout Width Length Thick (in) 7.000 8.000 0.250 0.0 6.000 8.000 0.375 0.0 TODD 8.000 0.250 0.0 7.000 8.000 0.250 0.0 6.000 8.000 0.375 0.0 7.000 8.000 0.250 0.0 A ALLIED BUILDINGS armawawna I merwmwwuwbewaml ®+esa� FRANK HASKELL FRANK HASKELL FORT PIERCE, FL 34945 G-Ing has even 691tay vl9nv 888-864-8666 °"- "6 L/ "V'' ,fir No. 38M 'QC OWNER: FRANK HASKELL i STATE OF DATE I SCALE PHASE I BUILDING ID I JOB NUMBER I SHEET NUMBER 4/15/19 N.T.S. I A 17-13-12855 1 F2 0 Dip= 5/8' Sw 0 E F----I L 0 J � m DETAL A C N D_ \ N � III � I E r0 0� � � n m N DETAIL B DETAIL C SW DETAIL D 1 3/4 Framed Opening Width i N a EqualQEqual �----�� ISSUE DATE DESCRIPTION BY CK'O DSN ALLIED BUILDINGS 888-864-8666 0 4/15/19 FOR ERECTOR INSTALLATION US GSR RAF n t Steel Line t t t Ramp (If Required) PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE 4/15/19 SCALE N.T.s. PHASE 1 BUILDING ID A JOB NIINBER 17-8-12855 SHEET NUMBER F3 ARDi 5 a^ Framed Opening AR Layout m w, n- b— &.:uq d,m I No.383M STATE OF c **= SAME FLANGE Large Flom Triangle Punch ** oints In Direction Of Large Flange O M I W I PURLIN �—� LAP 3 -0 GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABIIJtt TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED -TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. Zee Lap Triangle Punch ## (Typical) Points In Direction 1 4•f A Of Large Flange The large ated from lop leg of the Zee must be altem to bottom in order to nest the member correc8y. A ♦ I ♦ J ♦ I ♦L I I triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. Large Flange Section A - Fmme - Frame Sn'-n" nlrT-Tn-nirT OF' CTFFI 2 3 18'-0" 14'-0" 3'-0" I i 3'-0" I1 _0 1/4° 1'-0 1/4 I I'"— E-3 RF1-1 E-2 RF1-1 E-1 '�'1 03 P-1 T P-2 T P-3 T C2 ER-1 RF1-2 RF1-2 ER-2 P-2 Typ P-3 TYP P-1 TYP ER-2 RF1-2 C+0 b Ce�4 RF1-2 ER-1 t-1 Nt1-1 t-Z Kr1-1 V-5 J 4' 1'-5 3 t" l'-5 3/4' V-5 3/4" ROOF FRAMING PLAN ISSUE DATE I DESCRIPTI 1 0 1 4/15/19 1 FOR ERECTOR INSTALLATION cro I N U W P-3 8X25Z16 E-1 8ES2L14 E-2 8ES2L14 MIN Fasterner Location at Shaded location ALLIED BUILDINGS 888-864-8666 e�ewn+m l wxs�mmowrvm�rtl �1�� PROJECT: FRANK HASKELL :USTOMER: FRANK HlSKELL OWNER: FRANK HASKEIL LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALE I PHASE BUILDING ID JOB NUMBER 4/15/19 N.T.S. 1 A 17-B-12855 s It 0 D-1, bm b— amnonr ms".e. No.3M STATE OF * tI TRIM_104/OET4 F52—C TRIM_104/DER GENERAL NOTES: 1. INSTALL ALL PURU14 AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABIDTY TO THE BUILDING. 3. STRUT PURDNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED . TO ROOF SHEETING PER 'PBR' PANEL ROOF DETAIL 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL . SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. I I N I I I I I'v IJ I I 0 o I �I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N I � I -- -- --- -- --- - -- - -- -- ---- -- I J TRIM_120/DET4 ROOF SHEETING PLAN PANELS: 26 Gauge PBR — Galvalume DATE I DESCRIPTION 4/15/19 1 FOR ERECTOR INSTALLATION 1?—:-o� Panel Start TRIM-104/DET4 TRIM-106/DET4 ®BO�ALLS TRIM_104/DET4 0 PBR ROOF SHEETING NOTE: PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAP ALLIED B DINGS 888-864-8666 PROJECT: FRANK HASKELL ;USTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE "ALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSI 4/15/1s N.T.S. 1 A 17-B-12855 E2 0 D.., n. Been mVtO, n,m. I No: 38305 STATE OF TRIM— 0 50'-0" OUT —TO —OUT OF STEEL 2 3 18'-0" 14'-0" 18,-0" e E-1 dz E-2 E-3 e Le G 6 G-9 x2 G-10 M3 t 0H-2 RELD� (FIELD DH-2 (FIELD) /G-8 (REID) N IT G-5 o aD N N O N G-11 N I 0J I EC-3 RF1-1 3'-0" I 12'-0" 13'-0" 1 3 L '—' RF1-1 EC-4 12'-0" 13'-0 GIRT I'-5 J 4' 1'-5 3 4' LAPS 1'-5 3/4" 1'-5 3/4' SIDEWALL FRAMING: FRAME LINE A Q Q Q Q F2955—C SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Gauge PER — Saddle Tan ISSUE I DATE DESCRIPRON 10 I 4/15/19 I FOR ERECTOR INSTALLATION I IJS I GSR I RAF I GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (%) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABI TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL PROJECT. CUSTOMER, 4 LOCATION: CAD - A ALLIED BUILDINGS el�e�pa®I Il��unmortl ottful�a�a FRANK HASKEU FRANK HASKETL FORT PIERCE, FL 34945 UL'TJ�L%fiKCl'�93911 DATE SCALE "ASE BUILDING ID JOB NUMBER 4/15/19 N.T.S. 1 A 17-8-12855 E-1 8ES2114 17'-11 1/2e E-2 8ES2L14 13'-11 1/2 E-3 8ES21-14 17'-11 1/2' G-5 8X25Z16 2'-8" G-6 8X25Z13 19'-5 1/2; G-7 8X25Z16 19'-4 1/2 G-8 8X25Z14 19'-4 1/2" G-9 8X25Z16 16-11 2" G-10 8X25Z13 19'-5 1/2 " G-11 8X25Z16 2'-8" CB-3 1/2" DIA ROD 20'-10" SHEET NUMBER ISSI E3 0 No.38305 STATE OF TRIM-1B 50'-0" OUT -TO -OUT' OF STEEL 3 2 14'-0" IB E-1 Jz E-2 E-3 Ie G-9 G-14 I I I I 7-12 I G-15 I G0 � I G-12 G-9 G-14 a3 I I �- ---- RA1-1 ----- u 1 J. EC-5 RF1-1 RF1-1 GIRT 1'-5 J 4' 1'-5 3 4' LAPS 1'-5 3/4- 1'-5 3/4- SIDEWALL FRAMING: FRAME LINE C EC-1 Q Q Q Q F2955-C 6/DET4 I I TRIM-1 M I ill I I I I I a TRIM-60/DET4 F407 (1_0" PANEL LAP SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Gauge PER - Saddle Tan ISSUE DATE DESCRIPTION 0 4/15/19 1 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. S6/DET4 A ALLIED BUILDINGS e�.ana®� malewenwuxmdrl ��a�� PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 iii i�' i��• OWNER: FRANK HASKELL CAD IDATE SCALE I PHASE BUILDING ID JOB NUMBER 4/15/19 N.T.S. 1 A 17-B-12855 E-3 8ES2114 G-9 BX25Z16 G-12 8X25Z16 G-13 BX25Z14 G-14 8X25Z16 G-15 8X25Z14 nay has e.m disiwq ym.u. I N0.38305 s * STATE OF :,tV Z 0 ENDWALL FRAMING: FRAME LINE 1 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABI TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGI 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. BEARING FRAME ONLY! WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE EC-2 WBX10 16'-10 1/8° EC-3 8F35C14 14'-8° ER-1 WBX10 15'-2 1/4° ER-2 WBX10 15-2 1/4° DJ-1 8F25C16 7'-6° G-1 BX25Z16 14'-3 1/2" Oo G-2 8X35Z14 14'-3 1/2° I I G-4 8X35Z13 14'-3 1/2° 8° 2"'L�:-,, %2° F16O0-C CB-2 1/2° DIA ROD 20'-l" 12 12 12 F764 F764 V427 L F'427-R FLANGE BRACE TABLE nn "' " n .�i �' � CONNECTION PLATES uj oI _^ � io oa � � e ❑ID MARK PART F407 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR - Saddle Ton 2 Bolls Unless Noted on Erection Drawings Flange Brace Clip Shop Welded DATE DESCRIPTION BY CWD DSN 4/15/19 FOR ERECTOR INSTAUATION IJS GSR RAF ALLIED BUILDINGS 888-$64-8666 m�euvmm i mmrw,wwrumorrl saaneaH® PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALE PHASE I BUILDING ID JOD NUMBER a/1s/1s N.Ts. 1 A 17—B-12855 SHEET NUMBER ISSI E5 1 0 Clip STATE OF * 1 Q2" 8" �" 14:-4" 14'-4 L ENDWALL FRAMING: FRAME LINE 4 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FBI AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STAB] 1Y TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. BEARING FRAME ONLY! WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE I 8" 2" Q2" F16600—C 12 12 F764 F764 F427—L F427—R F407 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Gauge PER — Saddle Tan 2"� 12 2 on Flange Brace Clip Shop Welded EC-4 8F35C14 EC-5 BF35C14 ER-1 WBX10 ER-2 W8X10 G-1 8X25Z16 G-2 8X35Z14 G-3 BX25Z13 CB-1 1/2" Dlk ROD DATE DESCRIPTION BY I CK'D DSN 115/19 FOR ERECTOR INSIALIATION US GSR RAF ALLIED BUILDINGS 888-864-8666 enav�uAo I r�mrwaiiwuotmortl oem�mrv� PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALEPHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS 4/15/19 N.T.S. 1 a 17—B-12855 E6 0 2'-4" Clip STATE OF MLMt Mark SP-1 SP-2 4 4 4 0 4 0 A125 A325 3/4' 2' 3 4 1 3� STIFFENER TABLE Mark Stiff Mark Plate Size I Width Thick Length RF1-1 I St— 1 12 1/2 1/4' 14" BASE PLATE TABLE Col Mark Plate Size I Width Thick Length BP-1 15. 3/8" 9 1/2" OFLANGE,BRACES: BOTH SIDES(UNLESS NOTED) I1= Q2" 12 GENERAL NOTES: 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG —TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE —TENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST —OFF —TYPE TENSION —CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN x 174' x F52—C 8 11CI I_ Jl'-2 1/2" _ _ _ _ 28'-2 1/2" 1'-2 1/2" I [L1/4" FRAME CROSS SECTION: FRAME LINE 2 3 x 1/4 x ' FLANGE BRACES ARE NEAR SIDE AT FL-2 DESCRIPTION BY DSN ALLIED BUILDINGS 888-864-8666 enamnm®1 mmlwFlv.wwmo+rl saanmrr�v FOR ERECTOR INSTALLATION MS GSRION GSR RAF PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE 4/15/1s SCALE N.T.S. PHASE 1 BUILDING ID A JOD NUMBER 17-B-12855 SHEET NUMBER E7 ISSI D ma"my n.. e"m myn"nr W.... I No. 38305 STATE OF ** * Similar Connection * * at Rafter Purlin ** Flat Washer WF500 Has A Larger Outside — — _ —Diameter Than Flat O r0 __OO-1 O IWasher 1IIs WFH500 And I To Be Located Next I I I To The Slope Pe Washer O 10o Oi O Flange Brace As Required Rafter Flange Brace Purlin Lap Dimensions * ** 1'-54" 2'-11 " 2-5r 4'-11�" 3'-1 " 6'-3 " Sao ��co, coo Rod Brace Burr Threads After Final Tightening Slope Washer **Flat Washer WF500 On J"4 Rod Only Flat Washer Hex Nut For Rod Bracing That Falls Within The Girt Web, The Erector Is To Add A Minimum Size Slot For The Passage Of The Rod Steel Line Fastener Varies #12A — SSR Roof Eave Strut #17A — I Roof At Each Purlin ------------------ Rafter Sheeting Angle RA1 C1PPI I inP Opening Width ub I Dale Dare Date Data Q3 Mar'18 18 Low Side Eave Strut To Jun'17 L8 Single Cold Form Jamb/ JDn 17 Page G2 Purlin To Rigid Frame Rey Page Page Rod Brace Attachment At Web Rav Paga Bearing Frame — Hot Rolled "°" Page Sub Jamb To Girt Rew MB-G2 00 MB-Q3 01 MB-I8 00 MB-L8 00 Jamb/ Sub Jamb Opening Width Opening Width Steel Line Flange Brace As Required O O GirtJ Girt Lop Dimensions * ** 1'-54" 2'-11 " 2'-5j" 4'-11}" 3'-1�' 6'-31" at Brace I - ** I Data Data Date Daw M3 Header To Cold Form Dec'17 K3 Girt To Single Cold Form Dea'17 J2 Eave Strut To By —Pass Dec'17 H2 Jun'17 Page Jamb Sub Jamb °°" °age Jamb Sub Jamb "°" °ago Ri id Frame At Interior Rev Page Girt To Rigid Frame R," MB-M3 / 00 MB-K3 / 00 MB-J2 g 00 M.. 00 DESCRIPTION BY I DSN A FOR ERECTOR INSTAIIAPON MS GSR GSR RAF ALLIED BUILDINGS 888-864-8666 PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKE . OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD IDATE SCALE I PHASE BUILDING ID JOB NUMBER 4/15/1s N.T.S. I A 17—B-12855 STATE OF 4 S SI 0 Column End Plate o Hot Rolled Width Varies t Girt I Endwall II I Clip (See Erection Rafter Jamb Jamb Column Column Sidewall I 10 Drawings) A O o L O O r- 0 01 J Base Base I I Bas 0 Base Plate Plate I o 0 Plate Plate ATL 0 L� 1 :ol j o O * * Sheeting Clip Girt I I L 0— —0 J Plan Elevation (See Chart) Sheeting Clip -1 VI I 1 Plan Elevation Steel Line * — Refer To Anchor Rod Setting Endwall Member Piece Mark Endwall Column Section "A" * — Refer To Anchor Rod Setting Plan For Dimension 8" SC5 See Endwall Drawing Plan For Dimension 10" SC54 For Bolt Dia. And Type. 12" SC55 E5 �� Dec'18 E8 Cold Form Endwall Column Data Dec,18 D10 By —Pass Girt To Cold Form Date Jun '17 0 RAFTER SPLICE AT SURFACE CHANGE Paga Door Jamb Base Plate Rev Page Base Plate Ra" Paga Corner Column R. MB—E5 Ot MB—E8 Ot MB—D70 00 - Steel Line Flange Brace 0� �0 Flange Brace Fastener Varies olumn- #12A — SSR Roof #17A — PBR Roof Purlin Column Column I Sheeting Angle At Each Partin -------------------- ------ 0 I I OI I I I RA7 __—_ 10 a, O L— 01 II II ddI al Rafter I I I —J _ _ — _ — — Base Plate Base II Plate 11 Column II (4) Bolts With Washer 10 01 — Girt a Girt �• * * � * * o On Column Side Plan Elevation <0 Flange Brace * — Refer To Anchor Rod Setting Plan For Dimension 4„ Rafter C12 Girt To Hot Rolled Endwall Column Dma Jun'17 E3 Endwall-Column Base Plate Da�O Dec'18 B4 Cold Form Endwall Column To Rafter DJun '17 A7 Purlin To Bearing Frame Hot Rolled Rafter DJun '17 Paga P� Ra" Paga "`" Pa°a "`" 00 MB—C12 00 MB—E3 01 MB—B4 00 MB—A7 o�.ms no. ear asamiy ®q� DESCRIPTION FOR ERECTOR INSTAllATIONUS ,` GSR RAF ALLIED BUILDINGS 888-864-8666 a� mPaa.o.ac I wa,w�,nut,wum®trl oemvt�>® PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL i LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALE PHASE I BUILDING ID JOB NUMBER SHEET NUMBER ISSL 4/15/19 N:T.s. 1 A 17—B-12855 DEi2 a STATE OF Pullin (2)1/2"x1 1/4"- A325 M. Bolts 2" • V OO Section A ANTI Pullin 3/16" A Roll Clip Plate Tfter of Rafter Durlin Clip S/16" Plate OO • -Purlin Clip 3/16" Plate ti-Roll Clip 16' Plate Anti -Roll Clip 3/16" Plate 3 16" 3 ii/16"3 3/16" 3 Formed Rafter Main Frame Rafter Section A Top Range-,po o Top Bolts (See Frame Top Flange 0o Top Bolts (See Frame -!Iry Drawings For Size) Drawings For Size) Rafter Web Intermediate Bolts Rafter Web----. ° Intermediate Bolts (See Frame (See Frame 0 O ° Drawings For Size) Bottom Flange 0 ° Drawings For Size) Bottom Range—,0 o Bottom Bolts (See Frame 0° ° Bottom Bolts (See Frame Do o Drawings For Size) Extension Beyond Oo o Drawings For Size) Flange Is Optional For Top And Bottom Flanges PURLIN ANTI -ROLL CLIP 1 U3 IF.. MB—U3 Girt to Field located Jamb or Sub jamb connection With Bolted clips • Hole Location from face of Cee Cold Form DJ_ use 1}' Hot Rolled JL k JR_ use 1}' + Web Thickness *1} —Zem Girt Girt Height 71, (2) }'a eons Field Drill �'0 Hales in Girl at (d) 1'0 Batts Field Located Jamb Jamb/Sub Jamb M751 Clip (Cold Form Shown, Hot Rolled Similar) Jamb/Sub Jamb (Cold Farm Shawn, Hat Rolled Similar) CL751 Clip (p) }'0 Bolts (2) }'m E.Q. Field Drill Hales in Girt at Field Located Jamb Zae Girt Jamb/mob Jamb to Zee Girl 1 1 *.Fiald •s ___ Jame/sob Jame 0 Hdes in Cirt at (Cold Form Shown. d Jamb ° ° Hat palled Similar) Zee Girt U751 Clip Girt751 Clip GirtHeighHeight a Zea Girt Jomb/Sub Jamb (z) }•m solo (Cold Farm Shown mil Field D tl &•m Hales in Girt at Field Located Jamb Hot Rolled Similar) .Jamb/Sub Jamb to lee Gid Jame/sub Jamb to Zee Girt Anchor p Rod Base Plate * * m J Plan fn Elevation * — Refer To Anchor Rod Setting Plan Bolts At Rigid Frame Rafter To Jun U2 Bolts At Rigid Frame Ridge Jun R2 Dec '17 Column Connection Rafter Connection Anchor Rods At Frame Column Rev Page Rev Page Rev oo Mgo oo MB—R2 00 arntng has be- dIgINAY NgnoL Apr.% 2019 ? lllll I71 if f/f/ / ISSUE DATE DESCRIPTION BY CK'D DSN •�• •• ••• 0 4/15/19 FOR ERECTOR INSTALIATION MS GSR RAF • •. ALLIED BUILDINGS + 888-864-8666 No. 38= •: �c elmewoxmtlzrmllu.'nwwxm¢rtllmv��rgvv PROJECT: FRANK HASKELLtr ; L(► CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL STATE OF �� LOCATION: CAD �y • FORT PIERCE, FL 34945 ••n�L�Q`v�`AP DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS f sIQIVAI. ' ,,- 4/15/1s N.T.S. 1 A 17-8-12855 DEf3 o f//ffflrnllnnn������ (6) Stitch Screws 1/4"-14 x 7/8" Lap Tek Die Formed Ridge Cap 1 I I / F52 Member Screws - 12 -14 x 1 1/4" at 5"-7"-5" O.C. .r 'ew• 'r16 1" Tape Sealant HW-506 "PBR" ROOF FIXED RIDGE DETAIL Trim-80 Fastener #17A- 12-14 x 1-1/4SD W/WASHE at each Dudin Rake Trim Standard F764 (shown' Standard Large 1`4151! Fastener #17A or 397- 12-14 x 1-1/4' SD W)WASHE (6) Per Panel (PBC Panel) Rake Trim /Outside anel Closure 4HW456 Foam) = PER HW429/HW429A (Metal) = PBR HW460 at PBU/HW462 at PBC 0465 at AVP7Vistashadow ener #4 -14 x 7/8" LL SO W/WASHER -0 O.C. Panel Rae Angle RAI Rake Trim Outside Panel Closure IIW456 (Foam) - PER 0429/0429A (Metal) = I HW460 at PBU/HW462 at I HW465 at AVP/Vstashadow Fastener jl4A, 1/4'-14 x 7/8' SO W/WASHER at 1'-0 O.C. At Every 4th High Rib 1/4"-14 Fastener SOA W/WASHER at 1 -0 O.C. At Every 4th High Rib (PBC Panel Only) (PBC Panel Only) Standard (Fixed Alternate (Sliding) For roof runs greater than 100' For roof runs 1011 of less Rake Detail - PBR Roof Classic Standard and Standard Larae Rake Trim - Sheeted Wall TRIM_1 1/2.1,1,t (2) Runs 1/4• Bead Urethane Tube Sealant Rake Trim (3 Stitch Screws NO I PFaN Bpx I Rake Trim 1 i I Rvke Trim Stitch Screw 1/4•-14 x 7/8• at. V-0. O.C. MN506 Tape Mastic Peak Box--.,PBR Roof Rake Angle RA1 WolI Fastener Salch Screw outside Panel owns 1/4•-14 x 7/8' at each high nb. Standard Peak Box Detail PBR Roof TRIM-106 Seet 14 x 1-1/4' LL SO W/Washer 5°-7'-5' O.C. Fastener 4 Fastener #4 1/4'-14 x 7/8° LL 1with e Panel Closure HW455 continuous Tape Sealer 1/4"-14 x 7/0' LL SD W/Washer 06 top and bottom SO W/Washer (3) Required (Trim Color) End Cap To Roof Panel Eave Tdm 1'-0 O.C. max. F2955 - (Tdm Color) PBR Panel - tener ('14A Sidewall Panel Fastener #4A°0 x 3/8" Fastener #4A (Varies, PER shown) 1/4"-14 x 7/8° 0 O.C. 1/4'-14 x 7/8' Flat Eave Trim SO W/WasherFastener 17A or #397 SD W�Was or F2955 At Every 4th High Rib12-14 x 1-1/4° SD W/Washer at 1 -8 O.C. (PBC Panel Only)(6) Per Panel (PBC Panel) Without Closure Steel Line Fastener (114 1/8°0_ x 3/16'onal° Outside Closure Field remove bearing36'O.C. Endwall Panel PBR shown) 56 -PBR 29 - PER (see Detail °x°) leg as required(Varies, PBR Panel 71,ne Rake Trim With Closure Fastener #14A HW460 - PBU HW462 - PBC Comer Trim F830 or F862 Comer Box End Ca Field Cut legs Flush (Extend past Comer Trim 1-1, Standard Large 1 8'0 x 3 8° / Flat Eav Trim F2955 HW465 - AVPNstashadow Panel Rib Standard F427L (Shown) with Comer Trim and Roof Panel F764 (Shown) F4150 12' O.C. - Fastener #14A 1/8° x 3/8° ate: F427R (Opposite) Larae See Construction Fastener #14 at 12" O.C. Standard pone) location for Start and End is t rib at steel line. Refer F4152L (Shown) Details for required attachment of Eave 1�8'0 x 3/16° Outside Metal ppanels panel to erection Drawings for panel location F4152R (Opposite) Trim and Rake Trim to 2 O.C. max. (8) Required Closure HW429 3 Eave Strut and Comer Tdm piece mark. Field Cut side and bottom Wall Panel Closures not 11 1/4 Flange conform to Wall Apply Tutobe Sealant at tab.s. shown for clarity. Detain ^x" Low Eave Detail - PBR Roof Outside Corner Trim - PBR Wall Panel Low Eave Rake Corner - PBR Roof Flat Eave Trim - Sheeted Wall TRIM-120 TRIM-186 Standard and Standard Large Rake TRIM-203 DATE DESCRIPTION 4/15/19 FOR ERECTOR INSTALLATION PROJECT: LOCATION: CAD A ALLIED BUILDINGS er�euinxm I wrmrwaawnuwlrgxwral �r®rvxfa FRANK HASKELL FRANK HASKELL FORT PIERCE, FL 34945 Base Angle RAI Fastener #12A 12-14 x 1" Pancake SO W/o Washer (3) Per Base Trim Wall Panel Fastener #17A or #397 12-14 x 1-1/4" SO W/WASHER 5°-7"-5" O.C. (6) Per Panel (PBC Panel) Base Foam HIW455 (PBC Panel) HW-462 Concrete Fastener 1l/4"O Minimum 5-0 O.C. Maximum (Not by Metal Building Mfr.) BASE TRIR F407 Base Angle Without Panel Recess With Base Trim TRIM-60 Deming eoa h— "T WI, e,n 888-864-8666 °"- v' 7A-4 > No.38M OWNER: FRANK HASKELL $ STATE OF DATE I SCALE I PHASE I BUILDING ID I JOB NUMBER SHEET NUMBER 4/15/1s N.T.S. 1 A 1 17-13-12855 DET4 0 Standard Grade Description FNumeber ner Application 1/4"-14 x 7/8" 4A Stitch & Trim Screw 12-14 x 1 1/4" 17A Member Screw 12-14 x 1 1/2" 17B Member Screw 12-14 x 2" 28 Member Screw Long Life Description Fastener Application 1/4"-14 x 7/8" 4 Stitch & Trim Screw 12-14 x 1 1/4" 3 Member Screw 12-14 x 1 1/2" 3A Member Screw 12-14 x 2" 58 Member Screw Note: Standard details call 1 1/4" fasteners as member screws by default. 1 1/4", 1 1/2", or 2" depending on insulation, application, or customer request. Self —Drilling Screw Application SCRW1 7" 1 5" 7" 1 5" 7" A 2 1 2" 1 12" 12" B "PBR" Panel "PBR" Panel Bearing Leg Stitch Screw 1/4-14 x 7/8' Sheeting Direction SO, at 20' O.C. #14 Pop Rivet Only at End. Lap 6" 6° I 6" 6" 1 6" 6" 11 12" 12" 12" A O "RBR" Panel 'RBR' Panel Sheeting Direction See Chart 1212� 12" 9 1/2" 9 1/2" 21 2 12" Stitch Screw Tape Seal " I x 7/8" Att20 20O.C. Sheeting Direction Detail "A" All Roof Members Except As Noted Below 12" 12" 12" a 'I III III Sheeting Direction Detail "A" At Eave Strut Panel End Lap, and Peak Purlin 12" 12" 12— f. "AVP" Panel Stitch Screw 1/4-14 x 7/8" Member Screw 12-14 x 1 1/4"SD I" SO at 20' O.C. O.C. at Each Member Extended Leg Pe+" Pagel Sheeting Direction = At Base, Rake, Eave, and Mid Span End Laps �B = At Intermediate Member, and at Optional Liner Panel ©= At Panel End Lap When Required Detail "A" Member Screws 4"+ 12-14 x 1 1/4° Roof Panel at 5" 7" 5" Two Continuous Layers 1/2" HW507 Tape Seal Roof J I Purlin Panel V Section Thru Panel End Laps Fastener Location for "PBR" Roof Panel H "6"12" ;6Cjk- A B "PBU" Panel 'PBU" Panel Bearing Leg Stitch Screw 1/4-14 x 7/8' Sheeting Direction SD, at 20" D.C. A 6" 1 6" 6" 6" 6" 6" B 12" 12" 12" "RBU" Panel Fastener Location for Panel At Wall TRIM-175 2' 8" Fastener #397 12-14 x 1-1/4" SD W/Washer PBC Fastener Location At Panel Ends 2 —8" Fastener #397 12-14 x 1-1/4" SD W/Washer PBC Fastener Location At Intermediate Supports Fastener #4A 1/4"-14 X 7/8"� SD W/Washer At V-8" D.C. PBC Panel Sidelap 1 0 1 4/15/19 1 FOR ERECTOR INSTALLATION I MS I GSR I RAF I TRIM-174 ALLIED BUILDINGS mmauann®1 wra��rrz+wvnew�rl o®wmrw�s PROJECT: FRANK HASKELL :USTOMER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 OWNER FRANK HASKELL DATE SCALE I PHASE BUILDING ID I JOB NUMBER SHEET NUN 4/15/1s N.T.S. 1 A I 17—B-12855 DET5 0—N, hm bem 1, tally zgnM A812019 s"`iti¢14? of Ai. No. Sam STATE OF C Ss 10 ONAL 0 777��41111pp111100 UtlGI H011 up Uoor- Senes zouu I nrut ozou - Non unve Jiae UtlU Koji up uoor- Janes 70UD TNN 525D - Line Slde Large Mounting Plate I Mounting Bracket ACA08. Large Mounting Plate I Mounting Bracket AC00822 9 g 9 oam flat 9 9 9 Date Rev Header Attaches to Jamb Extending Above Framed Opening Height May'17 00 Header Attaches to Jamb Extending Above Framed Opening Height May '17 00 s' Mounting Bracket Lrge See Erection Drawings 9' Sae Erection Orawin s Mounting Bracket I• (See Large ton Jamb Connection } g g Mcentiong Plata for 1' far Jamb Connection (See Large Laentien Based Lute Mwnl'in9 21' 1' Location Plate tar 13 on Door Saiw) � Plule Large Mounting Lamlion Based 1� Plate on Dar Series) 2' Feld Located (2) tj•0 Hales lD Inside Face 2' Feld Located (2) J'd ti of Jamb and Attach Holes to Inside Face Mounting Plate to Jamb 1� of Jamb and Attach With (2) 1*0-16 x 1}' 1• Mounting Plate to Jamb an Carriage Bolb/Nuls/Washwa with (2) td-16 x 11' Cana go Bolls/Nute/Washem Al Header Header DA Mounting Bracket Hole Locations°' •I 'n Mounting Bracket Hole locations Jamb Jamb _ Jamb (Feld) I Allah to Ilt__ Attadi to O Dow Jamb Inside Opening width Door Jamb g Opening width Inslde Net Used Not Used Large Mounting Plate/Bracket Elevation LN. M. Bide Large Mounting Plate/Bracket Elevation Net U.ea Attach Mounting Bracket to Series MW - 5250 Attach Mounting Mounting Plate With Not Used Bracket to Drive Ada 0-16 x Ir Mounting Plate With Series 190D - 2250 Bdt/Washer ocic Washer i'0-16 x H- and Nut Not Used Bdl/Washer/Lock Drive side Mounting Bracket Wall Panel Large Mounting Plate Washer and Nut Series 25M - 5250 (Non Orive side) Large Mounting Plate Notes, Wall Panel I I (Drive Side) 1. Dosing is to be Used In Conjunction with DBCI Notes. Imtallotion Manual. I 1. Drawing is to be Used In Conjunction Head Trim 2 Mounting Plate, Mounting Head Tom Mounting Bracket With DBo Installation Manual. ® ® Bracket and Attachment - ® ® 2 Mounting Plot., Mounting Bracket and 'Bolts, note and Washers arc Inside Attachment BDIs. Net. and Washer Provided by DBO. Provided by DBa. Mounting Plate �, o, Mounting Plate 3. New Drive Side can be on on 3. Drive Side con be the Left or a the Uri or Right Jamb. x I I Right Jamb. Inside Header Header 4. Musings Shows the Non 's 6 6 Jib 4. Drawing Shin the Orion Aide of the Section A Jamb $ ont Aide of the Door g. Door id on the Right Jamb hexed From the on the Left Inside. Mewed Section A Inslde. From the Insitle. Dmwxg he. been digitally ay0a Apr .8, 2019 atty rrr rnnr r ISSUE DATE DESCRIPRON•a 0 4/15/19 FOR ERECTOR INSTWTION MS GSR RAF ••• ••• 16 ALLIED BUILDINGS 888-864-8666 8305 }� • NO.9• y er�aMnxm I mmm4aorrwutie¢rrl ®mmowxn T: •. T tPROJECE FRANK HASKELL 11 MER: FRANK HASKELL OWNER: FRANK HASKELL STATE OF ��` p ON: FORT PIERCE, FL 34945 �i •: CQRaAD DATE SCU PHASE BUILDING ID JOR NUMBER SHEET NUMBER I55 • V��SIp4 t•' �����`` 4/15/19 1 N.T.S. 1 A 17-B-12855 I DET6 0 �nnrmmf nI11,11 � PBR Wall Panel - Three Sided Framed Opening PWO Trim Installation with Field Notch Panel at Head Trim Sep'1r Trim Installation can be done by Field Notch Panel as shown an PWO7022 & PWO]023 BE with Field Notch and Bend Tabs at Head Trim as shown on PM7024 & PWO7025. Opening Witlth + 6- (+2- Lap when reQ d) l- Opimda Width 3' See PM7023 & PM7027 Head TO. F481 - See PW0703a Note: Far "Optional' Fastener y14A jo x r Pop Riwt at Channel Closure Trim P-8 O.C. at Cold Form see PM7028 OR Fastener #16 12-24 x ljw BD Pancake CPS W/0 Washer at P-8 O.C. at Hot Rdled j' Bead of HW54_ Tube Caulking 2- Lap with (2) from Header to Floor (aeon section) Fast.. g14 j- x 11" Pop Rivet Jamb Trim F482 Jamb Trim F4B2 Typ at Head & or AlternateF484 or Alternate r..Jamb Trim when See requiretl. Field notch as required. PWO]029 Finish Floor line Note: All trim 9 to be Notes Feld measure Opening Width BEFORE blanket and Height before making fieltl "is insulation is applied to walls. and adjust cut dimensions a<ardingly. PBR Wall Panel - Three Sided Framed Opening "PW0ow Field Notch Panel at Head Trim S6'12 TrM Installation can be done by Field Notch Panel as shown on PW)7022 & PM7023 M with Field Notch and Bond Tube at Head T lm as shown on PM7024 2r PWa7025. Opening Width + 6- (+2' Lap when rep'd) Head Trim F481 Front Mew 2' Lop with (2) Fasteners 114 End Vlew A0 xg & Pop Rivet and HW54_ Caulkin 3' r Field notch Panel I / at Head TrM Head Trim F481J See PM7027 far Jamb Trim field cut dotal Jamb Trim FM2 or Alternate F484 Fastener j14A r x r Pop J Fleltl at Panel Rivet at 20" O.C. at Cold Form OR Fastener 816 12-24 x tj' SO Pancake BPS W/0 Washer at T 8 O.C. at Hot Ruled Not, Panel position is shown with Pond Rib and Opening on I'-0 motlule. N92€_ All trim I. to be Notailed Location of Rib may wry depending on BEFORE blanket insinsulation the Opening Width and loation. Feld b Iletl [a walls 'PI re before cutting Panel end Trim. STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) PBR Wall Panel -Three Sided Framed Opening PW071 Trim Installation with Field Notch and Bend Tabs at Head Trim Sep'14 Trim Installation con be done by Field Notch Pond as shown on PM7022 & PM7023 4H with Field Notch and Bend Tabs at Head Trim as shown on PM7024 & PW07025. Field Cut Opening Width + 6' (+2- Lop when req'd) and Remove n-7n. Width + 3' Head Trim F481 See aPWO]030 Fastener ¢14A j x j- Pop Rivet at I-B O.C. at Cold Farm OR Fastener #16 a 12-24 x it" Pancake SO DP5 o W/O Washer at 1'-8 O.C. -' = at Hot Ruled ood of KW5s_ Tube g--/ e from Header to near (see section) o Jamb Trim F482 Jamb Trim F482 or Altemate F4 ar Alternate F484 Bae� PM7029 Finish Floor Line Ooenina Width See PM7025 . & PM7027 PBR Wall Panel - Three Sided Framed Opening PWO Field Notch and Bend Tabs at Head Trim Sep'1 TrM Installation can be done by Field Notch Panel as shown an PWO]022 & PNO]D23 lla with Fldd Notch antl Bend Tabs at Head Trim as shown an PWD]024 & PW07025. ri WArh a a' lee- I ..•a\ *Feld Cut j Remainder and Remove *Opening Width + S Ij -Opening Width Head Trim F481 I " Note: Feld measure Opening Width and cut Head Trim to required length. V Fleltl Not<M1 and Bend \ I / Flgti(.YICM 1 Y w ' Tab behind Jamb 11Trim. See ad Cut Detail �J Lap with (2) Fasteners y1 4 Attach with �� x &} Pap Rivet and HW54- Fastener #14 j- x t]- Caulking Pop Rivet See PW07025 far details. Opening Width 17 Do not cut ar v2te: All UM is to be w back leg Installed BEFORE blanket ied to wails insulation is applSim 1j it 14- Tab Note: Pend is shown with 6 r down 90 degrees position Panel Rib and Opening on 1'-0 module. Location of Rib may wry depending on Fldd Cut the Opening Width and location. Feld _ an- Remove measure before cutting Panel and Trim. -eP with Cut (Viewed fromd e} top of Head TrM) Fasteners, Fasttener 4 it" x lt' Popp Rivet Ty, at Need & Opening Width 1j. enn 1Ydth Jamb Trim when required. Field notch as required. Feld Notch and Bend If Tab behintl Jamb Trun. AtlacM1 with i Fastener #14 ;- x A7 Pop Riwl Naas For 'Op Channel Clo,aue Trimso. PO7028 Nofe: All trim is to be NotC Field measure Opening Width BEFORE blanket and Height before making field cuts Insulation is applled to wells. and adjust cut dimensions occordim DESCRIPTIONBY DSN A FOR ERECTOR INSTALLATION ON US GSR GSR RAF ALLIED BUILDINGS aiE$anam I wamcrvruwrt�errl aFnarg�ml® PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 Head Trim F01, 1 1111 1 1 s See PM7027 for Jamb m Trim field cut detail m I II Jamb Trim F482 ar Mistrials F484 5 Fastener. -8 $14A j' x j' POP Rivet atOR B O.C. al Cold Farm ea. 1' Fastener g16 I III I I 1 ^ 12-24 z lj- Pancake SO DP5 W/O Washer at '-8 O.C. ..1.. _ .. � Field M Panel Drawing is, been alclelly el wL I 888-864-8666 "' t i "z"'v '� No. 98305 's w OWNER FRANK HASKELL STATE OF w� CAD DATE SCALE I PHASE BUILDING ID JOB NUMBER I SHEET NUMBER ISSI 4/15/19 N.T.S. 1 A I 17—B-12855 I DER 1 0 PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details 1}' Alternate Jamb Trm F4S4 To, Mew Red Cut and Notc Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. 1I `� 1}• Jomb Trim F482 To, Yew 7 (2) Fasteners /14 }' x li' Pop Rivet at lap 27 Lap when required. Red cut and retch as-requhed. Jamb Trim F482 and Alternate Jamb Trim F484 Front Mew Right Jamb Trim as shown Left Jamb Trun opposite hand Finish Floor Line PBR Wall Panel - Three Sided Framed Opening "Optional" Channel Closure Trim Oaenino Width + 7' 42' Lao when renal 3}' Opening Width 3}' Channel Closure Trim See PM7030 a Fastener /14A } x j' Pap Rivet at 1'-8' O.C. at Cold Farm OR Fastener 916 12-24 x 1}" Pancake SO DP5 i W/O Washer at 1'-8 O.C. at Hot Rolled 2' Lap tat 5 5 Channel Closure Trim mb w Head h Jamb a required Field c Channel Closure Trim to length if req' and notch. Sea. PM7029 Finish Floor Lena Field bend lab down 90 degrees Held cut antl remove Channel Closure oT'im Piece Mark 62r1' Channel F981 — 9' Member n993 — 11 Member aosure Trim F2994 — 8j" Member F169 — 12" Member F982 — 10' Member F2995 — 12 . Member 1j ...rrr � 1 j 3}' Field cut and remove Nate: All trim is to be installed BEFORE blanket Insulation is applied to walls Channel Closure Trim at Jambs Note- Field measure Opening Width and Height before making field to and adjust cut dMnalone vccordingly. Note. The Interior leg of the Channel Closure End Cut Detail Trim is to be oriented (t1/8') to match the interior leg of the Header or Jamb. OATS DESCRIPTION 4/15/19 FOR ERECTOR INSTALLATION STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) CONT. PBR Wall Panel - Three Sided Framed Opening Jamb Trim Installation PBR Wall Panel - Three Sided Framed Opening Head Trim Installation Fastener #14A "a x }' Pop Rivet SS At l'-8' O.C. Al CWd Farmed Members PRR Pawl Or Jamb Fastener #16 Fastener /14A }' x j' Pop Rivet (Cold Form shown Fastener 117A 12-24 x 14" Pancake SO at 1'-8' O.C. at Cold Form Hot Rolled sMgar) 12-14 x 1j' S0 W/Washer DPS W/0 Washer Al 1'-8' B.C. At OR At 5' — ]' — 5' O.C. Hot Roled Member Fastener g16 12-24 x 1}' Pancake m OP5 '0ptlanal' At Cold Farm Members Or Header W/O Washer at 1'-8' O.C. CM1onnel Closure Trim Fastener #67 (Cold Farm Shorn at Hot Railed See PM7025 for details. 12-24 x lj" SD BPS W/Waeher Hot Rolled Similar Double Sided Tape 3' At 5" — 7' — 5' O.C. (Not by Bid'g Mfg) At Hot Rolled Members Blanket Insulation r Bead of HW54— Tube Caulking Head Trim (Header to Floor) F481 „ i J PBR Well Panel `Field Cut Wall Panel Nats:Temnlnate Blanket Insulation "Oplional'.Qwnnd I Closure That at Jamb Trim Opening Width e.. See PWO7028 Far Details + Field flatten Trim leg when required _ I Jamb Trim F4B2 (shown) or Alternate Jamb Trim F484 5 $' g I I Alternate Jamb Trim E484 Profile Nate Panel position is shown with Panel Rib and Opening an 1'-0' module. Ngte:. All trim Is to be Location of Rib may vary depending an installed BEFORE blanket the Opening Width and location. Field nwlation Is applied to walls measure before vetting Panel and Trim. Fmish Floor I SL 4, 888-864-8666 ALLIED BUILDINGS m�ITYak691 tx}91MCM1MaU®EYfI arIDM®1vxF8 PROJECT: FRANK RASKELL CUSTOMER: FRANK HASKEELL OWNER FRANK HASKEUL LOCATION: FORT PIERCE. FL 34945 CAD DATE SCALE PME BUILDING IO JOB NUMBER SHEET NUMBER ISSd 4/15/1s N.T.S. I 1 I A I 17-B-12855 DET8 0 Drawing has been digitally dgnv. STATE OF 2 PBRWall Panel -Walk Door&Glass-Front Walk Door 'PtaUeD22 PBRWaIIPanel-Walk Dwr&Glass-Front Welk DDar WFI090n PBRWall Panel -Walk Door B Glass -Front Walk Door p71K6 PBRWaIIPanel - Walk Door B Glass -Front Walk Door �PWa9025 "°PwoBlt2l Trim Installation with Field Notch Panel at Head Trim Field Notch Panel at Head Trim Trim Installation with Field Notch and Bend Tabs at Head Field Notch and Bend Tabs at Head Trim PBR Wall Panel -Walk Door 8 Glass -Front Walk Door Jamb Tdm Field Cut De[ails May'14 01 Dec'11 00 Ma '1d Ot Dec -it 00 Nw-17 01 Ngtc Trio NaIaOOYm [m ae dme by ilea Xo1[A Pmd oa Nam m Pcoe a: pY.2, yq(_ Trim AataAollm can ba ame by rltle Na[N Pmd m Smm m Pw119M2 g pyR9119 `� 1- ,'• ffi .IN Fled NOW wa Bma Taba at N¢a T. w ahem m P,or h PNP M9 110te TNn In•telollw can be sane by flea N W Pmnl m Mom m PMO91123 k PN1190:J Bq{6 Trhn Inalallotlm cm bs end T to flee Na W Panel w Nom m PNO9Dg3 @ Pw99o3J I II I y@ vIN ilea NoIN mie Bmd Tina al Hwd TNn as 0. m Pwp3034 @ Pno a ➢B .M fled Noteb and Bond Taaa at Head TrM as aaom en P.M4 & PMO9@S jg .IN Flalq Nold m;a Bma Tate at xwe Trim m eiom m PNW ON 4 PN0902S ov e O Oav MdN + 6 • I. 1'-6 Ian mN ydWta) Dean Wath + a (+ r-s fan .aa, se.ut. � Dean W. + si- (+ r-s ran each sedJt.) ' N- Deer wwm + Ji' (+ 1•-6 fa .am swan.) y' li' N• 6 S 3 If a— math + Ji' (+ 1•-9 fan .aa swan.) fi' a 3 11• oath meth + Ji' (+ V-a lar ma Searle) Ij• Spa pY.02. P-d M, o l 5 see PAWO]5 Altemine Jeinb nm ra94 sub Tom rIP n pxaBOgT Dea. Wdu + Ji' . a o : e: Pvmao2T Taa wa• rgg.J6m + V-6 for man Spaeuto) ti' s o 1 xeae Term FIm ¢ 1, y 3 0 oa¢ meth + Ji' oar w th m I+ 1'-6 b voN Swtllte 1i' (+ I'-8 for eaN SNalle) A. •, FIDat Nate I V g e V Had Plan FOR iitld le; P e Hobe! TNn .1 FWa No" and FLC tide I flag dt and Remow Jee Doer WdIF t H d T M Spe Bury 1 •Tab See End L1l OaNA P.- (+ V-e rd eam sw.w.) lit 1 — i a " a Pw096To babe Jmb 1i' WmN9 Weu m P.= ?` 'T t 5 be P an= TNn AIbN I S Walk 0 o y t q $ T I IN Fmlenv Onl wl m yyC Ap 4M b b by n }, n JI.2• Gtoa-Trani Oov i GI' bak 1, ku,'.ed BEFORE blmiFvt i' . ri• Nad.Vm x wIt. to .ae iadwa /I4A j• r T e jT' 5 Fmlaw /IRA 1• a JrIT �m w.e1. sea q� e Pm RMl ot'LO' C.C. ' 15j , :r W� W M.t al 20' QG PpOSTS M r 1� Bane li' Taa det.v 1i' ! dam 90 ce,raa NWG canal pooman Ie Nom "Its • P•'- '� T'' }{ T Ford Roa and Door an 1. 0 mMWa $'ayJ e _ _ _ _ _ _ T'ki e 3 o Yv laanm of RR moY'evY a¢mdN9 be 1 i- Be.e .f HW${_ iup. GuRln9 % i m i- Bmd .f HNSa_ Tube CmJk'm FlW at ibe Cal Wdlb ma I¢anm. {lee 1— xeader to flan ae eactlon Head Tr Seat I a Cah Nei II V 9 m (am em ) I and Pbnaw end M Moll meoam belme altN panel and Tbn, v ( ) �. 3 Fan Header le flan. Van 9 sea a Jmnb T. Fb9 aamb Tft F482 I e Jmnwb Tr1n i o y g I II II III TC ), T: T4 H ti o * Janb ROn i462 .bob Trkn FI02 I (+ (we.ea from lry of Haa; TNn) IPP.6 PR Slde w. et Xeea Man N 3 F a m 0pVmm peas be apBmd FAN flea ant debol o jl 1�j a} : , ,. B i or Opllwd FI a optlmal FIa4 0. Iyb`an wA tleut•) i D Wau + Ji• ^ 7 * 1 S (+ 1 6 f .¢A Blaelte) .. ,' Dean Wath S Se. apbilaiol F I $ J y `* 1'S N r' s for eam Speaks.) li a 1 H• Pw49DM 1`'a I �I III t,"_ PlIRK029 xaa Nata ant amd 1I- Tab ?" ( o p m PYN9oJ1 I •= I w PMI m, I bMNd .hmb TMI. AIIW v114 F.dww n4Alj• F i Pop RMl at 0• F Fwtmv ale Pap Rleee fee a<Pana 5a [� Rz lY: IIIIIIII�1,-II�IIIII 2QC • ## LJ F Fnlq FW we r Fi.W floor wa ti- Heat Trim i4a1 wlab Bow we lit 0. Wdth (+ r-6 ter aaa s othe) lE Ii' Dew Wdth + r-6 for aa; Sk,cl TZ naa anernt rtb I 9 I { a— lyyu + Ji• (+ i-a fan ma, sanit.) Dean Weth + Ji' (+ 1•-6 ro eae seetxe) a I a xu sn. van ,e ciao. u.e yme pane pawl- b anam e th b Dan FI �,. pane R0 m;a Dow m 1' 0 modulo opVmd F.. I F o L I i t Jamb Trim F602 and yp[6-, AO bOn b b be jipiG held meanie Dmr WdM and tlgl6 AA trim b b Be Ematlm of R6 moy any d r=l m 6 I BNG Flea mwflva Da.r Nv19M bvfam Alternate Jamb Tnm F4B6 ypty, cal Wn b to be NWG Me meosea Dar WdN ma F k'nq fled cWe and dj;e! ant aknmelane Prmt Nee Nalollod BFFtlS blanket Nely;t beta. mvXNg Ma eta ma Nalvlled BEFORE Nmkel the Dcv WWN and loallm. Red Na-- BFFOiE blanket H Igbt beM mokNg Oela ale we FOHma /IRA j' a k` •� flea al Pmd a¢adia ly ea Nat JyW, TNn Cla to Hwi Mot Jamb Man w Nom Nailollm b app11N tv .o0e va)nl wl dt;nevlma a[[m9ng1% NVIaOm la appllea b .dla mean bafwe at6g Pmd ant TNn. Nvlatw b app11M to mAa atlNal wf eYnmalma a¢wNngl} Pop PMt at 2D• QC. I * 4M y at 1 •below {1nIA floor wa Left .Mmb Trim eppeaita bantl PBRWaIIPanel- Pre -Assembled Walk Door& Glass -From �PW09030 PBRWaIIPanel- Pre -Assembled Walk Door& Glass -Front re°PW09029 Walk Door Head Trim Installation Mar Is 02 Walk Door Jamb Trim Installation Nov yT aJ PBR W.II Panel Faaeav In w eat 12 r,I.-or IT w/ep. at '-QG Fwtms n>A 12-11 a Ij' m factory allvNea w/waebw at s•-T-J' o.c sb-.wnb xw _ b FaeWv paA urecd a Nee Sedmt x P.. j' pale meet m j•. aeae Header m saw al 1•-e• o.0 IT Fail RMt 54 a! 1=9' D G ;o owbl.9e.pTap.� 1 wok STANDARD WALK DOOR (PRE ASSEMBLED) WITH PBR WALL PANELS A ('at by We 9 Rf9) 1 (Pans. may a� Blonkvt 4waalim rl. Ten walk Dom Header (Prove may cry) Flow I.M. NWw. MI Ban le m b. NataIIW BfTCn£ al to Inwlollm le appliW av wvlla MR ebu P-4 Isboy— to b T� I—kra. plea Rattan uM Ieq .ban rewlmd Jamb T,M 1`492 (ebom) a Alienate .hmb Trio F494 Pad Cut wM Pm el f{q(p lewdf Pmlom b with ;Ra Pwat la a Dva w 1•-Ir mWuir to be hN rtavlld BFiaiE W 4et on Rob Ne tOm vVedt, wa ImarlbtPfl. m Nnlvtivn b vppllva to or, re bvlwv atWq Pavel and Tnc% DATE DESCRIPTION BY '15/19 FOR ERECTOR INSTALLATION RAF MS GSR RAF ALLIED BUILDINGS mmmnmm I IvelmkilvfwxAmval twaEwJ66Rvltga PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 CAD DATE SCALE PHASE BUILDI 4/15/19 N.T.S. 1 1 OWNER: FRANK HASKELL IG ID JOB NUMBER 17-8-12855 SHEET NUMBER Da.Fq be. bean dkRzO, signed 2019 --, No. 38M 1% �c STATE OF 0 Top Mounting Up — Sub amb Lea. Girl W92 Fastener /1M 12-14 x 1' Pcnake SO W/o Washed (3 Regd. At Eadi (292) Jamb Base Gut (If Specified) Jamb oa,s Nm.b Of 14Wtre1) Crl restorer /12A A a cut g a 12-14 x 1' Pasooke m w/o Washed (3 Regd. At Ooor read) Tap MounWg a'm L Sub Jamb r I� (Beywd) Tap Mounting ab Door Frame xwd Sub Jamb Door leaf C D Pre —Assembled Door unit tF..tener Girt 92 /1TA Field OG14 x 1' Pancoke Cuts Al Door W/O Washer openingRegd. At Each =92) (Door Wdtb a2—D') meCSpecified) 8' Door Width = 9—D', 4'—D', 6'-0' AS —j Door Elevation r(I Anchor Rode D-o AnNm Race, (Nat By Wool Building Mon) (Not By Metd Bulcing Mo.) 2. S,b Jamb Sub Jerrb Attach Sib Jmnb. WIh (2) i'o Md. Clam Jamb (Prodded By 0. Manufacturer) Dore Jamb n sued txe Dom Width I B' e MAm Placaoent To Match Sub Jamb Bose O'unenilans M Determined By Door Mmufacturer. The Adequacy of The I'd Base Ardor Is Not The Responsibility Of The BuOSmg Manufacturer. The Adequacy Of These Base Md. Should Be Detemned By A Qualified FaundaUm Engineer, Pre —Assembled Door Anchor Placement Pre -Assembled Door - Girt At 7'-6' With Low / Base Girt And Welded Clip Jambs Section A Section B Jamb Red Remove Falenere Hddng Top Mounting dip Md Extend 00 Up To Cut AffeM flip To Cut Web With Self DrOrmg Fast.. Prodded By Doer Manufacturer. Reattach Mounting dip To Sub Jamb With Self MHog Fasteners Prodded By Dom Manufacture. Fastener JIM 0 Bats Had 12-14 x I' Pureed. So W/o Washer Top Mounting Clip Sub Frame Jamb (3 Regd At Each tl292) 9> Dar Frame To (8', 10'om , m 12') G292 / Jmnb Factory Attached To QFrame CL292 Connection To Sub Jamb Isometric Door Jamb Connection To Girt Isometric Jamb (2) i'o Bute Jamb (2) fd But. Lor/Base Gbt lor/Base Girt Sub Jamb Sub Jamb Boer Jmnb Dar Jamb I L mom i� A J_ Of— — Sheeting tlip Sheeting aip MI Al Earh Girt =92 Al Eadi Girt Fastener /12A 4• 8' Dam Width 8' 4' Fastener i12A 12-14 x 'for 12-14 x 1' Passau, So W/o Washer SD W/o Washed (3) At Ead CLS2) Section C Section D (3) At Each =92) DATE DESCRIPDON BY CK'D OSN 4/15/19 FOR ERECTOR INSTALLATION US GSR RAF ALLIED BUILDINGS 888-864-8666 m�anv®I mcnwestw Mwemertl �soresa® PROJECT: FRANK HASKELL CUSTOMER: FRANK HASKELL OWNER: FRANK HASKELL LOCATION: FORT PIERCE, FL 34945 G1D DATE SCALE I PHASE I BUI(DING ID JOB NUMBER 4/15/19 N.T.S. 1 A 17-B-12855 0—in, her item dkitMy si d. I No.38M 's * ems= STATE OF NUMBER ISSL f10 0 Field Service Procedures Authorization For Corrective Work Unloading Handling And Storage Roof And Wall Panels Roof And Wall Panel Damage During Construction In Orden To Ciro You Prompt Se ices And Keep Problems To A Minimum, Normal Erection Operation. Induch The CmecUm Of Minor Nisfit5 By Amounts Of STR rA - Mmufaclurca Roof And Wad Panels Include color Canted, Cdwlme, And Be Ouarity Of Workenaneh-9 In Sled Construction Practice Md Handling Methods Please Handle My Shortages Or Back charges In The Following Manner. Rew iig, copping. WetG g Or Culrng And The Drawing Of dements Into line A Great Amount Of Turn And Trestle Can Be Sid If Be Buddng Park Are Cabonl.ed. Prmlde Excellent Service Under Widely Varied CandiDms M Unloading Used During Be ConsWctim Of The Metal Mall Can Significantly Affect The I. Caehdly (hMc Your Packing List "IF, Unlood y Through The Use Of Vitt Pms. Enums That Cannot Be Cartecled By Be Foregoing Unloaded Al The Budding St. Aaartling To A Pre-Manged Plan Proper Loo-Vas And Erection personnel Sacald Fully Understand Thal These ponds Are Wieldy Appemonca And Performance Of The Buidng Ponds Pond Damage During 2. Mark My Items 1Mish Appear To Be Missing And Notify Be Feld Means Or Mich Reams, Major Changes In The Member Cmfigurvtim Should Be And Hwm ng Of Components Wil Eliminate Unnecessary funding. Merchandise, WIIch Merit. Cautious Care And Handing. Construction Con Be Be Resell Of Foully hriodatian Methods Md/or Series Department At Be Number Shown In The Title Black M Soon Reported Immedddy To The Omer And The Fabricator By Be Erector, To Enable Cordwacres As Possible Calling Sunni Else amid Delay Be Proper Response Whnew Is Responsible EiNer To Consul, Be Error Or Approve Be Most Ef esm, tla]EL UNDER NO CIRCUMSTANCES SHOULD PANALS BE HANDLED ROUMLY Comedian To Economical Method Of ComeTo Be Used By Others (ALSO 30l 1O, Than Marks Me Stended On Be primary Shadard Members At Be Lower Eno Packages Of Sheet. Should Be Ufted ON Be Track Win Eznene Goa Taken To nse,M en Fastener Cause Indentation. OrSTdkw Pgcke n In The Pool Anund INIBAI tl ANM Section 7.14)L If Be Effor la The Falt 01 Be Manufacture As 'Mthbdmlim For l'-0' From The End. Impact M Shipments Prim To Relarsng The O"Oens Far Ensure That No Damage Occur To Ends Of The Seets Dr to Side Cubs Be The Fmlemr Head. Rein Water Or CmAmmrim Mestnere Canned Win In Be Event Of M Far, The Customer Must Promptly Make A When Or Variant Cou liar Wort! Wet Be leaned M Writing By The ManufacWm To Authorize The LmdO That May Haw Sdiled Wring Transit Packages Should Be Stared ON The crowd Suffidmtly Nigh To Arm As Atmmpheic Peut.t. (principoly Sulfar Diaildes) And DA Particles Collect In 'IMIUO1 a.i n' to Be Manufacturer For The CarecOm Of DrMation eskph trviWg, Bt0 IN Total Cost Set Forth. Monona Work At A Cask Not To Exceed BeThe Nosed Underneath The Pakages Thk AwMs Grand Moisture And Delos Emote From Be One End Of The Package Should These Pokets Be Of Md Water Grmtn Acid Solutions Be 'hit On Fedcalim Errar. The' gakn' Indu-m In NWnathe Cmeclive Work diner Than loot Propmed In The 'hilial go'en' Yay REMEMBER derSAFETYcol mns M- RPftas Protect The Splice Plain Md The gab Fran B..go Under nc urg a Cage Ran. The Ym n To F .. Inn own es ngg not WII Cause Lorosiun Damage Moisture I The pod Mtl Falmni. Ran ere Wash ness Damn o Be Po 9^ Y Mon pet Awvy, But Foam al ITgh Humidly Cm Nap These . D I. Cnrrghlim Of Tha Nature M- Ertenl Of The Erms Including WuntiBa Be OTied S By The MawfanWw I^ The'Mthorective of Cmeclire Work'. Od Be Field Sevin Department Na Mthmze Corrective Work y y Omnage Ouuh The Unloosing Proem It Also Fadilatn BeThe Radn Of Stung g no Unl GOOD. Fabrics ion i per But ] Pan Cwtim Omn Fobdmliun M 9f g Aping operatima To Fnma Tho! NI Panel Slav y Ard Alm Fercea The preag Wet Md Continue TheoHandreerddvng The F Problem. The Nature Ertenl Of Pro pox- Cmeclie Work, 2 Descrffirgl And CaYn Man- Mmbce Far Later Ule Mtl Mows Members B Salted OrA. Hoeew We To Wnduuns Water Fanned By Gapped n t We Medng Wmhni Fen Vntle The Hmd trml'ing A look At This Point Proper Includes ti Her. 9 au FlNM qNY: TOgeNni into Sub -assemblies WWile On The Ground Erna Shoal- Always ed O Hum Trapped Fit Humid Betwe Sheets Water Can Alm chows Ben Ad)teUnmt Be Saes Gus Or PrefeNl The Uae Of A p th Congo y g To Be Pur hale 1 Materiels To Be Purchased Fran ONni Thun Be YunufacNrm Indudng Estimated and Coat Be 'F a adm In Westin Must Be Forwarded B The Customer To Begads 9 Y ome SIMd Exercised In Be Unlaotlh jSn From Handing Sled o An To Prevent n Preaene Manage Islands And The Concrete gab. II Is Be®me Expound bo Causes Slaked aneN Ehmmed su Rain. Bab May d HaloaGm Cased By Trapped MdsWre BeThe Stain t. Uadly Supe6cbl And Has Little Effect ro Cud Eliminate The Problem Of Ohedri en Farimhrs M Eli old cost 4. Told Pet IN Propmed Careeive Wak Mtl Ybteida To Be Manufacturer Of BeCompletion 01 BeCmnne Wok d, A ts. Pa 'n eel Pace-s In Bundles Of Primed Pak SUN M Curing PWino, Re ! Ramon ter Service Life 01 BePonds Lang M It Not Permitted s On Bein On It la Extremely Important But M Grit Shurings Fran The Installation Of Pmtl purchased Purchmed Fran Othv Thun Be Manufacturer. B anu ctur Authorized By BeTha 4unufactuw. anent Beam Reducing It. Bmtl Etc, Be an. Yfo Fade And Be Paint Wit Gradually Pond. i C to no o. Moisture n Contact WinAn The To On The be do.Reduce Ponds Be Fran The en M- Nh ngs From The Sew WltMa Bur Pak To The Sled. Therefore, Upon Receipt 0/ A JN, All Burden Of Ma el Oo pond Ora M d a Extended e d Can Mewdy Attack Be Finish And Reduce Be Pond Matter Fund Surface. Corrosion Can War In A Matte Of Hours Ohm These 9hovnga Man SRORT Mely iHF CLAIM' MUSE INOVOF Should Be Dram Away And M Myer Mow My Trapped nrh A ecins Service Life Mee Rl-0] Titled 'Damage Fan Condensation tr Tapped eUf& a Rl- .Or Me Not Rmowd And Are In Contact ocN tr Cmdmsed Moisture. Up n Brmee Quantities Are To Be Verified moral Upon Akwy Of Maties 1. Mtud Number Of Non -Moms By Paled Of Dbnl Labor Use On Cartmtive 1. Act Should of Permit Am C lalnun Far Drying. IN Water Should Not Be Moved To arm o g. W Woler. Prior Erection M When panels Are Pre-DrUedBOO gl Wk In no Slat. Prior Men s Against Quantities That Me Baled gy Be Shipping Dmumenrs The C�s b Wok And Actual Hourly Rota 01 Poy. Cadet Mtl Rernen On CO... tr RaRhra For Bonne Ream r Return fShamp Must Be Fran BON Of The To se Cmmion of The The Neither BetManu or Mere ThManufacturer B Nor The Caber Is P espmsble For Ybte-d Shortages Against Then BMed On The Are It Cuds set 2. Tines And t Coati; On Told Meat abnl Labor. J. er al WSN No MWd Labor. Be Of prime Is intended To Protect Be Sled Framing Only For ho CAURON, Wire Shoed Army. Be Token When Walking On Ponds. Use Safety Win Mtl Theses s Im at Roof Be Pad By These, Pvrlidm. It IS Imperative That The Roof Be Swept gem At Least .Cady And CaNnly Al Jab The Find donning Of The Root Should Be ed fie And Be Shi Omonmk Ohm The k Delrwed s Man a Matek Materials (Not Miner S�Ds) Authorized By Be To 4. Cost IN Supplies) Co f t Pe Of E To Ordinary Conditions Be Cosl Of Shop Shore Paced Of epo W,m Necessary. Panda Me Wipe Dry My o Or d DO. Molaid Cattetlm. Dane Prior To Not Into The Cutler So That The Shavings to ANotct. owled a Coni r Is n ddms By The Cornices Agent If Be Ceder Is The s. g Cquas Of Be Purchased From Other Th. BeThNmufactura, Including Curies Of h Paid a y OFphear OF CastAppearnOf oi TherSixourself, And prone Con Not Prmitle The s Applied Canavan Resistance Of A odd Ppplled Tinian Cast Of Paint Ow Shop PEMe. Dow, Fr Or That Has ruel, From Bundes Stare- ss A Soper. Dew, Front tr Other Forma Of es Stan, GmUy Increase The Slipperiness Of The Ponds Nary Amore Pond Left o e O The Witter And Left To header My CO. ve Foreign mbjnk tr CDurin Left By y; Left Construction peRoof Should Also From The Rt Wring The ReOf For rillOu Me Re ei Male By The Customer To Be L&manm Carrie If Be For Shortages B .. carrier Materiel WwDBa Received CLanl According To The WunOOm On Tobil Suralwe M- Mt Aabr-ugly. Naar Walk Of Step On Skylights Gr TansWant Erection lk Such A Of The Roof And The InslMallm Of Wch Equipment M Air Cmdlfan Be Shipping D r M But Lane Tom BeThe OnunBtim Ordered tr The t A 5. Mud Direct Cast Of Correclrw Wak (Mum Of 1, 2. 0, And 4). Be Pond. t Des But Me Neemoy Be Mud. To The anuf Budding According To Be Are Nks TO Omar Orden Cowmmk, dam te To Be Node To Tha Manufacturer. S In Be Ocht Not o c Credited! BeTo Be Customer se Be ManuTold Cast Set Forth Amount Not To Exceed ThLena Of Be Minimum Amount Use Wood To Searle Soper Be ponds dl A Nunner Thal Mass Walking On The Pond Lm Case And Workman ahaltl Or Fa CmnUw WoM1' tr The Tatd Ooml Onsl Of In The td D ect Moisture To Oran. Slacking Placed Between Bundles Wit Provide Ad oi Drum. ng WWk In Wdk In Be not Areas Of The Pond And A BePo A d Stepping On e Pond Damaged DETECTIVE E MATERIAL, . WodkNatim Cmectiw Work Eric Often Handing tr Uncenacatch g The Tandy Uft Rana Than side n Ha d M. Apart. an It Thb Oamoge k Finds Mtl Edges WNN Con Bmt By Cmdesa Nmdn Edged Or Of The Degree Of Danaga Nusl tr Odective Y Rs Noted Them Avon Burned Edges May Be Surface When suck An Sewer, The Edges Must Be S drbr To Fe Since Be O Bee Naked On The Shipping Documents By BeTh ocum By able And Acknowledged dged e• NOTE ere Be W Sid Oev One Matins. New Mew Panda TO Be Walked On Wbda On The Gwnd Mati Mae Po OfStraighten% 01 Tha Pond Cool- Be A ng One Pce And/or Br Affected. Dragging One Caroler's Agent Be Manufacturer spa el In k Not ftormmuding For MNot t Of EANT Cast 01 t tr Depreciation).laSnoB Tool Superviswn aahmd ing Unsightly Be Pond Mane Cm Cut tr Abode fie Conning Causing Vnsyhtly Yorks On The .nor Cut anlmdmg 01 Hosted But Not Whited T¢ Or Hosted Yee- U ited T. And Profit Me Not SNjmkd To calms t As N Subjected Pond Surtatt. Male And io s Anding, Fettma; sheet Netd,,W Mtl hi Sections Re And Cowing Panels That Beene Shed Wet Md/tr Damaged By Wider I^ The of Others Packages] SHIPMENT ARRIVAL Allanpk To Wring YAntly Conditions acaltl Be Awnetl To Prevent MdBePossession t Is ustt d Nested Ndeid That Beane Mel In Is b Yuri Be U ear. be U Customer By The If The Carver la The NunufacWrIt The Wslmer Must Ewy Effort ou Manufacturer TMee Thal The CBdv d Ac ep The JRespo tin Tha Mad Requested Har. No Wmunly Accept. Na me ly Damage Md 01 Safety Canvderotims Of Safety C r Darm g Yoke Is A Make Fer DB The The NRe coatal WAMakes Fa Cash Am Win A At ed Unless Peeving At The Reae5led Tuners.prdnage Agdnt Thee et WA Panda We. Cause The FounSame leaving Ono r Common Carta, Bee Custormv Most Not Tha pair Far Cmnage 7c Tha . C Cu ormer M st TO A Separate Agreement Has Ban Nadir in Writing For A Warunleed Miad Mrs. name een Made h C� ,S j)r e, an Moisonsture. Dung Yay MO,Pono. So Thu Cut May W Wet in Al Least Conlon Sane Naimage. May Haw Splmhed Onto The Common Cartier. Be Ned! To Manufacturer Is Not liable an My gam Wmiscew Including, But Not lnhiled To Labor Changes Reuling Wnsers, Ba Dan MarcusinDamage coall BePand.iIn Areas Occr Ohre This Del On Mud contacts e Pmd. In Arena WhWine Occur Be Use Of Wmaged tr Detective Nalerids That Can Be Oetmted Fran ve Bewle SIabTB Aac of The SOB k R Likely Corrosion Damage Dirt Musr.t Be Soa's l ntent W Be Mews Dirt Nust Be ftemnds Fran Md Most Lardy R. tat Mve's By Yaal InrymVm. W The Pand Wells Al Be Tuna Of CaspBeen IN Wank Preing Han Panda Pond pl EXCESSIVE MATERIAL rey Requ've TOUN-up If Be CaaW9 Mm Been Damaged amh9 Hmd'n9 tr Erection. Be Manufacture Rama Be Right To R<mw My Material De i ared In Excess OF Thane Requbed By Be Order Comments Be Appearance Of Be Budding May Be Affected If Damaged Spot. Or Sratdsn Are Located In Nighty VBnte Race Such As Around Der; Windows, Etc. If OL CANNING Is NOT A CAUSE FOR RE CON Damage to Exlenvve B. Rgtlaaa ment Of The Fnt4e Pond Should Be Considered Safety CommitmentThe Types Of Finishes Damage From Condensation Or Trapped Water Roof Maintenance Guidelines Never Step On Light Transmitting Panels PRIMED B,nder/Cantmctor 1. Rounded. For Applying Md Mervin, All Parfhmt I. Instinct Roof Far Da age Ater Heavy Storms Or Unattended Roof Panels Be Mentared Eddmce Or Trapped SHOP SREL M Structural Members Of The Meld Budding System Not FNdcated IN Cammem It 1. Exnandy Important That Be Ponds Far Water Or Mobture Condensation Was Awai ing Emile Wgh IBanmty C ndlkna Safety Rules Mel OSHA Standards M Applicrle (LTP's) Resistant Mounted Or Protected By A owed. Resistant Canting Are Pointed With Temperature Cycling WII Cause Condensation Between Pads Wnh The The Buidng Nanufactura Has A Commitment To Manufacture Quality Building 2. Mai Md Reseal As Necessary AN Roof Curbs Md Other Pmetrateuns Win Win One Coal Of Shop Primer Meeting Be Performance lumbenmk Of SSxC Bundle, Candmsatbn Can Occur FrmuedUy Near The Sea Coast Or Other Large components That Can Be Safely Erected. Hawenm Be Safely Commitment Md Ufenane Sntant Pant Specification Na15. Be Cod Of amp Prbner Is Intended To Protect Be Bodies Of Water. Job Ste practices IN Be Erector Are Beyond Be conduct Of Be Mlidng Stud Framing Far Orly A shot Period Of Eepmare To ancnay Atmospheric Manufacture, 1 Always Gal Munufaclser AMinnal Barone Yoking My Modification. To The Ponds May Ctllgw Conditions. Shop Primed Sled Wila Is S1wed In Be Feld Funding Faction If J.1hoto Cowra Me Used. They Should Be Bed Away From The Bunde Al Rcaf. If Not Properly Seared *04 Sauuld Be Kept Free Of The Cantnd And So Pevtianed As To Yrkdoe WAw Caner To Mow Air CaalaUm Arend The Bride Mi. Wd Help Prevent It I. Strongly Recommended But See Woking Cmdtiun. Md Accident Prevention Hold g Packaty Oust Mud Md Other contamination Of The Primer FBm. Repairs Mobture Ewpmal'ing From Be Ground Or Budding Row From continuing On The ProcOw Be The Tap Priority Of My Job St.. 4. Reponl My Mms But Me Susceptible To Rue M Required. 01 Damaged To priced Surfaces And/tr Re novel Of Ford, Material Due To Ponds poste Or Other Impemechle Cover Are Not Recommended. ImmeCale Improper Red Storage Or Site ConCBms Are Not The Reapoxabdly Of The ACOm k Required If The Panda Are Found To Be Wet From My Comm The lad, Slate Md Federd Safety Md hedn Standards, Whether Standard Memory 5. Wbm Performing Roof Nuintmuncy Ms., Take The FMoeng Precautions Mmu/mlws, Be Manufacturer Is Not Respensble Fa Oeterimalion Of The Shop Bundles Must Be Opened Md Each Pod Um-Skked Md Thomghly Dried an Or Customary, Shedd Always Be FWasetl To Help Emma Worker Safely. A. Use Ft. Protection Md Other Safety Protection M Remained. Cant IN Primer Or Common That May Remit From Exposure To Atmospheric Md Ban fides Re -Stating Be Pmtl At A Slot Moe To Each Other To Prevent b. Do Not Walk On Roof Fasting Such As Lunar, Rana HP Or Ridge Ranh EnwarmmWl CmCUms Nor Be ConpoUbdily Of Be Primer To My Field Healing Wd Mow Mr armdaf Md Assist In Keeping Be Pond Cry. M Sever Make Sure Al Employees Know Be Safest Md Mast Produsbe Way Of ErnWg A e Do Not Walk On Light TrasniLNng Punde (LTP'.). They WN Not SuppM A Roe Ponds Must Be Canplewly Attached To Be Forms Md To Panda On deer Applied Coaling. Minor Mrodms To Be Shop Cal (Including GuhaJaing) caused Conditions Large Funs Can Be Usual To circulate Ab Between Be Un-Staked Buddin, Emergency Procedures Should Be Known To M FmplaXn Daily Mcdamga Parini WdghL Side Before They Can Be A Safe WdUng Surface, Light Tmmmittng Panda LTP's) By Heading. Lowing. Shipping, Missing Md ErMim After Panting Or GolwmuIng Me Umewedede (MBYA 2012. Chapter IV 424). Ponds Md Aaadmle Drying. Doo ge To The Pmtl Coaling Ora a When pond. Become Wet Md As Al ... d To stay vet dumb,. Can Occur To Netted Ponds IiegNighling Safety Procedures Are Also Recommended Be Use Of Hard Net,. Rubber Safe Shows For Roof Work Proper E,uipmwe For Handing Material Md d Wad M LTD's Md Roof Openings. a Step Only In The Pand not once, On Or In cone Proximity To A Translucent Ponds Con New Be Considered M A Walking Surface 06LVALUME: With 24 to 4B Hours. This Damage Shows Corrosion Md Dlecoloalim Of The Pond Surface Md Is Commonly Caged Wet SO.9e Skin. Zinc OxenUen. Or Safely Note Mine Appfcable Me Rmornmmded Supporting Roof Structural. Pmtially Attached Or Unattached Petrels Should New Be Walked M WwOlume Is The Trade Nome For A Pearted Steel Sheet Md cod PrM,d 'Wile Rue'. Far The P.Tcscs Of Delamhng Ufl Re,ulrments, No Bunde Supplied By Be 6. After Other Trades Have Basin On Be Rcal For My Reason repast Be Roof Do Not Having A Coating Of Cmadon Resmtanl Alumnum-TMay. BeThe Mixture Is 6dunad To Onlan Be owing The Relans Be Cmmia Resistance Md Haut Tor Manufactures- Ese000 ed 4,Pounds Fa e raBon FurnInforA. reference WE Be Bat Of Materials For IndMdual Member Weights Of Structure Members If Caused By Workers Indudng Or SchneeSDala, ScrecAes In Far D..,. CaChemical The Pant Or Gdwlume Catng, Exa es, Fact befhc Md Panolores Make Sure Refi.UAty Of Anminum Md Gdwdc Protection Of Zinc The Beat Properties Of AddiUond Information Is Required Contact The Hold SeDepartment That M Damn Or Scrap Left Behind By Workers In Removed Frain The Roof 1. Step On Rb Al Edge 0/ Panel. Bon Aluminum Md Bra Are Cmbined In This Coating Md Of or Added Suntan AND .BOW REMOVAL IMandiddy. Amid Using COOK Saws Md Welding EaiPment Ow The Roof. Be y Step New Crease In R3 Al Etlga Of Panel. Ule Far The BuRling ICE Excessive Ice Md Sine Remawl Should Be Remained F. The Roof Bamededy Roof Must Adequately Protected Pre-Pdnled: To Pravme Dot Damage To Roof Md Found. CdopsNot Us- Metal TWO To FOOT TRAFFD 1 Step Wnh 5 Feet at Edge On Unsecured Pand. Using Catheume Steel As A SubSnote, Pre -Painted Sled b Corn M Addlronul remose The Ion Or Show M This Car Damage The Pant And/Or Wholume, Keep Fast Traffic TO A MinMum. Henry I Can, Can Case PmCng On Low A Single Roof Pond Must New Be Used As A Work Platt.. M OSHA Approved Rust Orbiter Prima oat This Primer Cool Further Increase The Cmodm Coothg& AlsoBe CeneWl Mound Pipes Md Rachng's Pitched Rook This Is ParliolBly True Jae Ordain From Be Ems Md Al Runny Should Be Used Far Work Platforms (Canon OSHA Safely Md Health Resistance. These Co i ngs Are AppBed To Be Exterior Surface Of Be Ponds Md A Wash Coal Designed Only For Maker Use. Is Applied On Be apposite See. Ab C.1.11. Be Extremely Careful If You Roof Has Uot Transmitting Pads Thane Ponds Wit Not Support A Parsm's Weight Md N Be Diffhmlt Or Impossible To See If They Endaps. Always Wdk h Be Rat Of The panel New A Supporting Roof Structural. Do Not Re,,1.Uons For Be Canemanin Industry). Safety Frsu Dumdume Md Pre -Pointed Sted Can Cve Excellent Service For Many Years If A Are cowed Wit Ion Or Snow, See MEMA Low -Wm Buldmg Systems Manuel Walk On Trues Or In Whoa. Few Run concerning Them Care Md Manlenmce Ma Observed. M Of These Appendix AB For Deals On grow Renown] ProceMrn. Then. Procedures Should On Bare GMahnn. Roaf% Esmvw Fact Traffic May Cause Blak Burnish Micros Finishes Are Equedy Subject To Damage Md corrosion Men Care Is Not Pravided. A ScRoong Of Be Pant FJm Can Occur With Pr -Painted Steel Under Wet Comma When Half 01 The Design Roof Snow Load Is Rearioe6 If Regular Foot Traffic b Planned For A Rmf, Pmedwrs Should Be Mode For A Stooge ConCtrons Md Be BimodalityOF The Pond air Subs cri Decrmse Properly Designed Md Instead Wdkm, System. In Order To Limit Access To Be PAINT AND COATiNe MAmIENANCE: Bare Golwnired Md Mwilume Panels Resat Moe Wieldy To Sudas WOOD. DEBRIS REMOVAL Roof, Roof Hatches Or Arm Ladder Shaul- Be Laked Al Al Term A Sign Rmave Smudge Marks Fen Bane Mel iume: Sena They Lack, Be Addtiond Protection Of POOL Tins Coaled Or MnIume My Foreign Debris Such As Saw-uak,Dirt Lmws Moral Droppings, Etc WIt Pasted At line Arm Ste Stating But Only Mnaribed Personnel Are Mawed On Formula 109 Has Prawn To Be Somnhe Effective. UghUy Rub With A gear Ponds Under Normal Ewa. Face A Zinc Numbum Fields Film On Be, Purse Cmmem. of The Roof, OutleB, Ilan, Etc If left On Be Buidng Solace Be Root no Addition A Log Book Should Be Kept Of NI Waits To Be Roof Md Don Md Wines Win Weer. Do Not Rub Use Ron Required To Borrow, Surface Mowing A Sow Oxidation Process Calle-'Weammsng' To Oscar Thal Far A Long Enough Mrs. The Roof Should Be Pmiotlkdly Inspected For Such The Reason For Suds Yslk. Smudge Marks No product MRemaw Al Smudge Micros Mullein Further Canavan in Nested Bunde Coaslanl Contact IN Be Ponds Win continuous Md If Found. They Shedd Be Rectified In A Mhwher Consistent Win Rem. Storrs Con-m5ed Or Trapped Water Prevent. We scanning Proems These Roof Meirtmance, Guidelines. New Mow Treated Cumber Or DISSMILAR METAL: Sot Scrub Wthoot Sacch Has Proven To be Somewhat Efwdlww Rub Win A CmcreteMotar/Gaut To Cone In Cmlact Win Roof Rands Espechry Cohniume New Mow Your Roof To Came In Contact Wit, Or Water Runoff From Any SCR don Md Rpee With Water. CO Not Rub Moe Than Rcquhed To Rernme Rapid Ondation Of Be Zinc or Zmc Aluminum Coating Can Now Occur Md May Far Extended PaInds Of Tune ptsd^dw Meld Including But Not United TO: Stain. No product Wit completely Remove Rust Stains lad To'Rad Rust' N A Short now. If CisctlaraBan Or Slams Are Ynor A Capper, Lend Or Graphite, new Includes Copper Md Arsenic Sells Used In Treated To Tench -Up Switches In pant (Nat Bore Metal): Heraehdtl Clamor Of Be Type Used On Porcelain Sinks Md Bathtubs May Be PERIODIC INS ECnON: eumbm calcium Used In Concrely Molar Md trot Clean Area To Be Pointed Win kid Muni ftha Thoroughly Md Dry. Used To Reamm Stan& Was Baring Or Atmen, Outelds Should be Aweded M High -Strength Sw0 Be peladmdy Be Inspected Far Tightness Parliwlady In Using A Snell Mbts Bnsh, Lightly Apply A Mrnrmd Amount Of Color Since Scratching Or Wmawl 01 The Canting Could Gran, Panel Win Sgnifacoe Crone Bundings Md After Seismic OrWind Activity. Be one. Moral. toner Well Meshed Touch -Up Pain Reabed To Fell/Carer Be Scratch. Contact Be Damage should Be Replaced By Be Buyer Prior To Erection Sanely A I nknam Period Fiat It Should Not Exceed Two Yeas, Buddhng Manufacturer Far Assistance With Orderag/Purchasing Touch -Up ' Pant M Needed. DRAINAA 1. Keep Roof Free Of Debris Md Keep Debris Out Of Wtlor To Mae Water MdJy Oran Firms The Roof. 2. Do Not Use Wood ending To Hold Equipment OH The Pond Swans This ' sage Rlaev Blacks The now Of Water Md Had Moisture. a. Us Not Maw Rooftop AC Unit. tr Ewpoeti a Code To Dmn NO The ROOF. Erection Guide 4. Anything But Traps tr Had. Nolsture On A Roof WI Case Prernalae Daae JUI'17 07 Cmbdm. Building Anchorage 1. To Determine That Be Foundation Is Square, Meows Dngmcl D'anms dons To Be Sure They Are Of Equal lahgth. 2. To Determne Thal Be FoundcOm Is Lad, Set Up A Traidt Or Leal And Use A lewd RodToDotson The aeration At MI columns. 3. carefully Check The Location of All Mellor Rods Against The Anchor Rod Setting Ran Furnished By The Nahafactura. Al D'uneraims Must Be Identical To Assure A Proper Stet -up. Pre —Erection Notes: The Following Nate, Procedures And Suggested Recvnmenddons Are bnportmt Parts of The Pre-Fredim F� 1.) Prior To lire tune Be Fredkn Grew M iwa, A RapmsIDle Person Should Cook Me .Iab Ste Far Foundation Readiness. Square, And Accuracy And Anchor Rad Sim And tacctim. The Bull shorn Ed. Indimte A M.0 od Mich Ndy Be Used To Chedo The Founddll And Bells Far Squdm 24' Manor Rods ilgonals Should Equal Measure Along Adjacent Side Of Foundation Using A Pa@ Of Dimmdms Shown. If The Burford Dfslahm Between Thee Pants Is As Noted, The owner Is Square Diagmd Wasuranenls Bates. Oppadle Anchor Rude Will Ineled. If These Balls Are Set Square. It Is FAtrerad, Important Thal Anchor Rods Are Placed Accurately And In Accordance ydth The Anchor Rod setting Rol. M Mdna Rods should Be Held In Race With A Template Or Sunilar Mears, So But They RI Ronan Rumb And In correct Iacdm During The Placenel Of The Conte. A Find Check Should Be Made After Canplellm Of The concrete Work And Prbr To The Sled Install This Vol Mow Necessary, corrections To Be Made Before costly InslaDotion Labor And Equipment Andes, Anchor Rods Snetng Notch (See Mcill Rod Plan) Sled one P Sheeting Nddn ShNolBe---.% 1 ` (see Mchar Rod Plon) Pla)ectlm Of Anchor Rods (D) awl On Mchar- Bad Plan Sheeting Notch (see Anchor Rod Ran) �Stadline Fortn Board N B E Ternplate \irk \t� ,•ledl D'anandms A. B, And C even On Anchor Rod Plan AISC Code Of Standard Practice For Steel Building And Bridges Tolerances For Setting Anchor Rods Ardor Red Dicnider Inches farm) a odvantol Varidice Inches (am) r and f (19 And U arm) }' (6 arm) I', Ir, Ir (25, 31. 39 (to arm) Ir, 2', 2}' (44, 50. 63 arm) (13 arm) Specified Column B Contedne Sled Uns Bottcrn Of -I'- Base Role _ . E _ Elewlim *�S ANCHOR ROD 9lT1ING TIILERANCEB ' Horamld Variations Vary Depending On Mdhar Rod Dianeter. See More Erection Tolerances FRFCRGN BRACING It Is Ron RespmsD6ily 01 Be Erecter To Delamia% Furnish And Install M Tempvay Supports Such M Tanparory Guys. BcanA FWsnork, Cridng. Or offer Dements Required Fa The Erection Operation (In Accordance With SmUm 7.103 of ANSIl 301, Code of Standard Produce, Far Sled Building And Bridges). T can I I I I II ,I II I I I Height Ttlermce (!) H/500 10 t' 17 d' IV 20' )• 30' 46' 1st' 60' Mona nge I I I I I 11 500 I I I I I r' Sdnal 1' r Soul soot Sal I I I 5 Jand SmL 500E t t sdnl Sdndl Plan Yew, General Erection Notes 1.) M StrucMd Frmnng MaMers, Puri Gras, dips, Rouge Bruce, Belts, Bracing Systems, pool And Wdl Pound, Etc. Mud Be Installed M Shorn On Eredl. Oraeings. 2) It Is Extremely Imparlma Especially Wrong construction. Thal Ponds M Be Eaves. Rakes And Ridges Be Kept Secure onel Cautions And Notes To Yried. Potmiid Of Cmasne Adkn At Be B.H. Edger Of Wail Pmd, The Gntrm{or Mud Aare But Be Following Peoodace M Flawed I-) Be Cmarte Fomdd era Should Be Over For A Veaaoe Of Sovm (7) Dap Bove cod Ponds Arc buta0ed (Uncured concrete Is NBNy Mine And Vdd Prods We Undergo V.*g Decree Of Cm®se Attack Men In East Cmlad Ylth Be Cmade) After Be First Week Of the coding Cyd, Be Beacom &to. Me allo Casags W Sled And The Decade is Essentially Halted. 2) Top Of Fnlsh Grade Al Bulcog To Be A Mal Of Four (4) Inches Below Bothan Of Porl 3.) Finish Grade Is To Sope Away Fran Build g To Ensure Proper Drainage, 4.) Upon Completion Of Finish Grad g, M Dirt Is To Be armed Fran Around Base Of Wall Pmd Where It May Hare collected In Pane Notch Or On Base Trim. WWI Peal Dry Frvn Around Pmtl Base Pmtl Notch (Shorn) r FmndaUm P Base Trkn sale Finished! Grade Away Fram Building Fastener Installation Cannot Fastener In daldl is We Of Be Mot alOsal Sleds Mon balonrg Road Paneh Dries Be Fastener a Until It is Bid And The Meher Is Rrody Sodded Do Not Patin rudeness. A Sight Eehu6on Of Mason. Mead Be Washer Is A Cad V d Tghtnev Me& Year Use Be Proper Be To badd Fast.. A Fmtme Omer (con era) WiB A RPM Of 1701-2000 Scald Be Used Far self-Mi g Sress A 500-600 RPY Fastener Nha Shedd Be Used Far Sdf-Bgpn9 Sve.s Discard W. Soviets, These Ca Coue Be Fastener To Wobble Dung uddalkxa Bgl€ Alma Narrow Meld Filings From surface Of Pads At The End at Ends Wok Period Rusing Figs Col Destroy The Pont Fmish And Void My Wamnty. cat -T cif Caned Compression Too Bght Compression Too Laose Compression Of Searing Washer Of Seeing Washer Of Sed6ng Washer Tape And Tube Sealant Proper Tope And Tube Sedmt Application Is eflCgd To The WeoBer Tightness Of A Building. Tape Sealant Should Not Be Stretched Me necled. Apply Only To aeon. My Sul Keep WIY Enough Sedaa s On The Roof But Con Be Installed In A Day. W,ng Worm Weather, Store SeWmis In A Cad Dry Place Wring cold Weather (be. 6P) sealants Must Be Kept Warm (60'-90') Until Applicctim. After Tape Sealant He Been Applied, Keep Poled. Paper In Race Until Ford Is Ready To Be Installed. Ifnoortant Note Al Oddg% Recvnmmddlare And Suggnlians contained In This Erection (tide 01 This Drawings Set Are Far General call Only, And Not Meant To Be M-ndudsc Ndustry Accepted insinuation R.U. With Regard To M Mee Not Specificany Discussed In Thls Section Should Be Flowed. Only Experienced, IfnadedgeaCle Installers Fernlike With Accepted Pradk:es Should Be Used To Assure A audily Project. It Is Emphasised Thal The Mamlocturer Is Only A Manufacturer Of Metal Bulding Cmpmmis And Is Not Engaged In The nstlaUm Of Its Praducts Opinions Ehcrressed By The Manufacturer About Imlallalim Practices Noted In Be &act= Wide Are Intended To Repremt only A (tide. Bath The Wdity And solely Of Indagalim And Be U nnote Wstoner SnUad..Um WIB Be Completed Building Are Delmnned By The Espanol Espertlase, And SUIS Of The Indadation hews, As Wei As Be Equipment Arabable For Handing The Materials. Mtud Installation operation, Technpuen And Ste Candiions Are Beyond Be Manufaduren control. Erection Guide n„^ R2 1 PBR Roof Panels NaIG: Roof Pow! Far PER Roche Wiin Ridge Parade, It Is Recommended That 80% San Of Be Additional Insulaaan Ridge Be Sheeted Sundtaneausly, This WU Keep The Insulation Cowed Fer Be By Be ReRumetl To R ♦ Minimum Amount Of Time Mtl The Pand Rbs Can Be Kept In Proper AlNueent The Eaw SWl Md Far The Ridge Pond. This Is CdBct On The PER Panels M That Be Ridge Cops Prmmt Cmdenmtlm Can Be Property Installed. Check Far Proper Cavrrage M The Meeting Progresses In Calais ClMale Regions In ul.U. nee Install Be First Run Of Roof Ponds Across Be Bolding From Eon To Eaw Be Eaw To Ridge. To Allow Proper Initiation Of Be Rake Trim. Be Starting UmU= For Be Rust Pand Must Be As Shown In Be Read Before included Wish Be Frectlon Drawings. Mm Be Post Run Is Properly Located And Aligned W19i Be Correct Fndaps And Eaw Owhongs, Fasten To Puffins. Reef Parade Mredd Be Installed SO But The Side, la In A Direction Away Frain Prawl"g Md. Refer To Appropriate Lap Details Included W% Be ErecUon Oraw"gt Instil Rema""g Roof Inala con And Ponds To Awid Mamulathe Error Due To Pond Cowoge Gdn Or Lan, PrWvly Align Each Pand Before It Is Fastened. Occasional Macke Should Be Made To Ensure Met Correct Pand Cowmge Is Maintained Special AllmDou Should Be gem To Fastme, Sward and Dosure ReWl urnarts Refer To Details Induced With Be Erection arawfnge Al Ruliching-End Of Reel, Be Last panda May Require Fee MadiBmtim For Installation Of Rake TrM. Refer To Rake Details Included Wth Be Erection Dnwingt DO NOT RAM LAP THROUGH I MMED ROOF PANELS NM- Roos Types And InoteaOm Requkements Wll Vary. Refer To Be Appropriate Delals For Specific Pontl Used. IMPORTANT Laos. Fastener, Blind R'mett Brig shavings, Etc. Must Be Remould From The Reef To Derck Against Carradan. Wall Panels Proper Hadcartal And Vertical Alignment Of Supporting Struchure (airs Or Offer Framing) Is Be Rnpansibl ity Of Be Insider. Failure To Aign Be Secondary rinernbers Properly Prior To Wall Insla11.Um Can Haw A Direct Impact On Be Find Appearance And Pedernales Of Be Instead Wall System Fa Mid Be Meld Binding Manufacturer Is Not Rnpansbls. Before Insteing Wal Pmlds, The Cirts Must Be Aligned To A level Position So That There Is No Visible Ba, Thu Should Be Done Directly Mead Of Pond Installation Got Lending May Be Accomplished By Standing A Section Of Goble Moo Vertically Against Be Outside Girt Flangn At Au nuiimale Yid -bay UmUcn. When Gals Are Lewl. Much Be Get Flanges To Be Mow MR Vise Grip Plies Or Tempvary Sin. Wood Blocking Out To IT Be Spaces May Also Be Used Fer A ignmmt Nnic Temporary Gal Socking Is Not Recemmmded On Concealed Fosterer Pantt Be R..l Of Be Blocks Aka Pond Insldlatian Con Cause 01 Canning � Frome `Natation Double Faced Tape (Not By Meld Building To Be Used To Seam Manufacturer) Insulation. Bets. (Not By Metal Building Trim Insulation And Turn Vinyl Manufacturer) Bmi, station Must Not Be Ewnm To Weather Wall Panel a meroccs Insulator (NotB `e<? (Not By ModelBuldmg To OUTSIDE Of Buldng Manufacturer) Vapor Bmrw To WSDE Of Buldi g (See Eove Erection Detail Drawings) Instdian (Not By Metal Building M, Pond /r _ Manufacturer) Tern Insulation And T. Vinyl Back Int aUan Must Not Be Exposed TO Weather � Mieh Baer d Rose natal (See Erection Dirwtngs) Sdeeal Pandr Should Be Instead So net Be Pand Sdeap 1. In A D'nc0on Away From Be Prewling Wne. Refer To Appropriate Lap Dotal Included Wth Erection Drawings) RQM Check Periodicdy To Ensure That All Pontls Are Aligned And Plumb. Keep Edges and Ends Of Pand Aligned Screw Algnment Panel did (Though Fastened Panel Only) Wood Stealing qAH. Ruing Ponds, It IS Mportant To Clean Metal Filings OH NI Pontl S daces, Including Between Pants Thal Are Not Instaled Thal Day. To Awld Rust Stains WWdParel TO And butd.Dm Details Wgl van. Refer To Be Erectlon Rawls, And Details Fr Be Spechic Pontl Used Fa Your Buffing. Mdevdl Intelatlan Contact Tape Must Meet Ended Insulation To Sed Insulation Comer Base Mgle/TrM Wall Pare Contact Tope It Walls Me To Be insulated Wth Blanket Insulation Orxr Olt art Range, Be. And Ron, Plum A Continuous Run Of Contact Tape Along Be Eaw Strut And Bose Member. how. At Be Be.. Cut OR The Insulation A Minimum Of r At. Be Balloon Of Be Wall Panel. ThIS WE Pmpnl The Incelatien Free Bergh, Be. Be Wd Pand And Widdng Mdsture t Erection Guide Suggested Method Of Purlin Attachment For Building_ Accessories Purim • 2 Fasteners Minimum • Dip • Hunger SO I.B. Mal mum Clio Connection To Purlin Web Purlin • 2 F.Merve M"Mum • gip f nger2 Fnlm&Mmvnumum Clio Connection To Purlin Flange Hu • An", Hangs l • 2 Fasteners 150 I.B.Moshe. LfnMum At Each Purlin CI SionConn ction To Purlin Web m su mine sum apmmym m ue ramp m ur P.N • Denotes Material Not Prodded By laid Bddng Manufacture Purl" T• Ya'yanum Fasimv Type Adapter Hangs TO M Ma dfir. Fastener TYPe Adaater To Purlin Flange Puck" • Angle Hanger • 2 postmen 100 La Marine.M"Mum At Each Purfa Angle Connection To Purlin Flange Be Total Hanger Load Sntl Net Esceed Be Dnign Collated Load Far Be Suang EAamplc W-O (Purim Spacing) X W-0 (Hanger Spacing) X 6 PS' (collateral Load) = 150 lbs. See Caw Meet For Dnign Cdlaterd Uaod Far This Building, Note: If Be Build., Is Deigned Fr a PEF Collateral Lead, Than Adding Cmespmdngly Redce (U. Beef Work The Dodge Uw lad9' UghLs Ul"gt Eta) Will Roof Curbs When Not Supplied By Building Manufacturer W e Reef Curb �S� ♦ Puffin Um -y Floating Pmd -) Indcales Roof Pand Support loan Buppvtl" Inductee Curb Base support loci UP LID Plate all Base r (If Required (Insulated Mn Specified) Cell Cap Dam Cog Cap up NAI Ouldde NO inside Pand Rb Profile Be Curb Details Shorn Illustrate Be Belding Manufacturers Recommended Curb Style And Insulation, Method It Is Be FrectorArnAdaa Rnponeality To Provide Be Prewar Out Style And Install Then In Aaarance With Be Precetlnn Established By then Deficit Failure By Be Ere.l.a/Insldor To Fdow Mae Recarune rdations May Refill In Be Curbs Barraging Be Reef System Or Ezduded From Warranties, All Reef Cuts To Be 1. .OW Aluminum our 18 Go. Stable Steel (No Calwlume®Gr Calwnired� 2 Pond Rb To Pand Rib (No net MIT Or Lar-0 Curb.). 3. Inatallea WiN Been HUI End aw Panel And Up HUI End Under Pand Appli..Um For Water Flow Al Pand Sprite. 4. Up UN Price ration Far Clip Appfned Reef systems Arc Required If: a. Wind Lords Unwed 110 MPH. D. Curb Bose Crosses A PurM. 5. Supported an (4) Sdn By PrMary Or Secondary Framing 6. Minimum Single Curb Weight Recommended Is 150D Ube. Roof Jack Installation when Not Supplied By Building Manufacturer Central lnstdlotan�y T Do Not Use Use Golwrind Roof ad, Lead Hats; Or OMa Residential Cade Reef Jocks Three Road Jed. Do Not How 20 Year Service Life And In Cos. Of Lead Halt 0 Coon ralwnic Corrosion Of The Reef P.M. P Use MUM Rubber Reef Jocks TAN M Integral Aluminum Band Bonced his Be Perhata Of The Base EPDN Roof Jocks Haw A Temperature Range Frain -651' To UN27. Use Silicone Roof Jacks Fa Nigh Tsirmetures Slleene Roof Jack. Have A Tenpen4ae Range Of -HORS To 4377. y Retrofit Rood Jacks Are Awdable Far Application In Wale Be Top Of The Pipe Is Inatte hie, almimUng The Feasibility Of Sliding The Roof Jock O The Tap Of The Pipe T Do Net Use Tube Sedanl To Said Be Rcad ad To Be Roof P.M. Use ROD Tape Sealer Behrem The Roof Jack And Be Roof Pand And Much Be Reef Ind TO The Roof Pand W.% Fastener /4 f - 14 X r 110 W/vmhv At I. O.C. Around Be Base Of Be Reef Jack. See Table Below For oumliuet F Trim The Top Of Be Reef Jack To fit On, Be Pipe. Rol Dam Be Reef Jack Oct The Pipe And Apply Tape Seder For The Perimeter Of fie Root ad Ban Between Be Reef Jock And The Roof Pand. Apply Tope Seder Mound The Poe And Ined A SlaNm Sted Chornp (Not By Bid,. Mir.) On, The Top Of The Roof Jack And Ronly Tights To Form A Secure Canniumean Seal g If Be Pipe DlaroeW Is So Urge To Blasi Be Flaw Of Water Dan The Roof Pand, A Flat Base Roof Cura Must Be [raided into Be Reef Md The Roof Jock Wit Be Seded To Be Cub. A Two Piece Curb May Be Rewire! When Be Top Of The Pipe Is m.caeble. T In Northern ablate, Be Poe Penetration Should Be Protected From Mooing Ire Or Snow With A Snare Retention System Mmediafely Up Slope From Be Pot IN Install Poe In Cmla To Allow Base M Reef Jock To try Flat an Pound. Cannot Encompan More Than TSF Of Pontl. Pand Profile Varies Stainless Sled damp (Nat By Bld, ME.) STEP 1 Ono Run Tri-Bead Tape Seder - r A e HWSa4 stables sled aamp (Na! By Bldg. Mm.) STEP 2 TrFBmdl Tape Seder NWz50Jd Stainless steel Champ (Nat By Bidg. Yfn) STEP 3 TN -Bind Tape Seder r z tl' HW504 Veal Poe (Not ea Mg. Jac Mt.) Ddh R' Jock I I Reef Jed Fosterer /4 1-14 z r 11 5D W/Washer At 1' QC Veal Pipe (Not Bldg. S I r BB end Tam pe Seta I r z 4' NW504 Reef Jed Fostmv fir }14 A'j' M SO W/VYesher At 1' O.C. Vent Pipe Root By Bldg. pJ �(f Roll Reef Jod Up el HW504. Tghte Around Reef akn And I Tighten Around Roof Jed. Roof Jock Fastener f4 1-14 z r LL SO W/Yldrer Al 1' O.C.