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1540 MAIN ST - PERMIT ACC17-0063BUILDER/CONTRACTOR RESPONSIBILITIES Drawing Validity -These drawings, supporting structural calculations and design certif cation are based on the order documents as of the date of these drawings. These documents describe the aterial supplied by the manufacturer as of the date of these drawings. Any changes to the order documen s after the date on these drawings may void these drawings, supporting structural calculations and design certi cation. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certif cation. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and desig data affirms that the manufacturer has correctly Interpreted and applied the requirements of the order doc ments and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order doc ents and standard product specifications, including its design, fabrication and quality criteria standards and toler nces. (AISC code of standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure t at all project plans and specifications comply with the applicable requirements of any governing building auth rity. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate a ency as required. Builder is responsible for State Federal and OSHA safety compliance - The Builder/ ontractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, suc as temporary guys, braces, false work or other elements required for erection will be determined, furnish d and installed by the erector. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.1.3) Discrepancies - Where discrepancies exist between the Metal Building plans and planE for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3:3) (Ma 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans - The Metal Building supplied by the m�nufacturer has been designed according to the Building Code and specifications and the loads show on this drawing. Modification of the building configuration, such as removing wall panels or braces, fr m that shown on these plans could affect the structural integrity of the building. The Metal Building Mar fa turer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for an loads applied to the building not indicated on these drawings. Foundation Design - The Metal Building Manufacturer is not responsible for the desig 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 Bulding System to the foundation. It is the responsibility of the end customer to ensure that adequate pro isions are made for specifying rod embedment, bearing values, tie rods and or other associated items a bedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) 1/2"0 A325 BOLT GRIP TABLE 20.00 PSF (REDUCIBLE) RISK CATEGORY GRIP LENGTH BOLT LENGTH NOTE: FULL THR DEEMED T WHEN THE IS FLUSH THE NUT. WASHER REQUIRED ON GRIP WASHER MAY BE LOCA OF BOLT, UNDER NUT, LOCATIONS NOTED ON ADD 5/32" FOR EACH THICKNESS TO DETERMINE D ENGAGEMENT IS HAVE BEEN MET END OF THE BOLT ITH THE FACE OF WHEN SPECIFIED. IED UNDER HEAD OR AT BOTH AT RECTION DRAWINGS. WASHER TO MATERIAL GRIP. 11 0 TO 9/16" 1 1/4" F.T. Over 9/16" TO 1 1/16" 1 3/4" F.T. Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2" Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED A 1 / 7 PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural tahopes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36 minimum. Hollow structural shaped conform to ASTM A500 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 requirements of ASTM A1011 SS Grade 55 or ASTM A1011 HSLAS Class 1 Grade 55, with a minimum yield point of 55 ksi. The manufacturer does not assume any responslbility for the erection nor field supervision of the structure and or any special inspections that may be required by the local building authority during erection (including inspection of the high strength bolts or field welds) as required during erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. Design is based upon the more severe loading of either the roof snow load or the roof live load. Loads, as noted, are given within order documents and are applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer declares or attests that the loads as designated are proper for the local provisions that may apply or for site specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an Architect and/or engineer of record for the overall construction project. LJ L_JIVIY L.%JM VI III %_7 THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIE) AS REQUIRED BY: FBC 2014 THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD 2.000 PSF SUPERIMPOSED COLLATERAL 1 PSF ROOF LIVE LOAD 20.00 PSF (REDUCIBLE) RISK CATEGORY II - Normal SNOW LOAD 1 D 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 This project is designed using manufacture's standard serviceability standards. Generally this means that all WIND LOAD 130 MPH stresses and deflections are within typical performance limits for normal occupancy and standard metal building ULTIMATE WIND SPEED products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly NOMINAL WIND SPEED (VASD) 100 MPH (IBC SECTION 1609.3.1) t ted in the contract documents. s SERVICEABILITY WIND SPEED 76 MPH This metal building system is designed as encloeed. All exterior components (i.e. doors, windows, vents, etc.) WIND EXPOSURE CATEGORY C must be designed to withstand the specified wind loading for the design of components and cladding in 1 D accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind TOPOGRAPHICAL FACTOR velocity is reached. INTERNAL PRESSURE COEFFICIENT (GCpi) 0.16 /-0.16 Roof and wall panels have been designed in accordance with section 2222.4 of the Florida Building Code, Fifth Edition ZONE 4, COMPONENT WIND LOAD 5 tOFTZ (2014). Product approval numbers for the State of Florida, Department of Community Affairs per Product 33.759 PSF PRESSURE -36.572 PSF SUCTION Rule 98-72: ZONE 5, COMPONENT WIND LOAD < 1OFT2 FRONT SIDEWALL 33.759 PSF PRESSURE -44.927 PSF SUCTION 1. Panel Walls E5 LEFT ENDWALL ZONES PER ASCE 7-10; FIG. 30.4-1 FL11917 PBR 26 gauge walls ZONES PRESSURES SHOWN ARE UN -FACTORED 2. Roofing Products RAIN INTENSITY STANDARD DETAILS 5 -MINUTE DURATION, 5 -YEAR 10.0000 IN HOUR RECURRENCE (11) FL11868 PBR 26 gauge roofs t ISSUE DATE DESCRIPTION dT UN u ugly 0 1 11/14/17 1 FOR ERECTOR INSTALLATION KMT PNR KMK PROJECT: CUSTOMER: LOCATION: CAD OFFICE COPY Approved By Permit Desk Building Department City of Atlantic Beach, FL 1 BUILDING SIZE: 30'-0" x 50'-0" x 12'-0" /X ALLIED BUILDINGS STEM S1111110M 1 cinanwanoIII MA1313EH1'I DF91MaBtwC6e 301681 ADAM BIDLACK FL ADAM BIDLACK ATLANTIC BEACH, FL 32233 888-864-8666 OWNER: ADAM IDLACK DATE SCALE PHASEPA UILDING ID J08 NUMBER 11/14/17 N.T.S. 1 16-8-25805 DRAWING INDEX PAGE DESCRIPTION C1 COVER SHEET F1 ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS F3 ANCHOR BOLT DETAILS E1 ROOF FRAMING PLAN E2 ROOF SHEETING PLAN E3 FRONT SIDEWALL E4 BACK SIDEWALL E5 LEFT ENDWALL E6 RIGHT ENDWALL E7 FRAME CROSS SECTION DET1-7 STANDARD DETAILS R1 -R8 1 INSTALLATION SHEETS DRAWING STATUS ❑ FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. ❑ FOR CONSTRUCTION PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. ❑ FOR ERECTOR INSTALLATION FINAL DRAWINGS FOR CONSTRUCTION. FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL: 888-864-8666 MONDAY - FRIDAY 7:30AM TO 5:OOPM ENGINEERING SEAL 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 HOUSTON 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. Drawing has been digitally signed. Nov,28, 2017 _ 1.0:12 NO -38305 '• STATE OF ,'-- _ '4w� AS SHEET NUMBER ISSUE '�*siQ�AL Cl 0 !►►!lillt S 3 ' O Dia= 5/8° 50'-0" OUT -TO -OUT OF STEEL 13E Dia= 3/4e 3 4 12 10'-0" 19'-8" 4.. 4" 19'-8" 00 X -Bracing m n c ®® ° o A _ ®= A L �II R 00 I X 01B' 0 2 -JA o .1 FD 4" _ "'j 1 NOTE: ALL BAIE PLATES Q 100.0' (U.N.) ASSUMED FINI H FLOOR @ 100.0' (U.N.) C ~i O 'Fn Lo N s F— 11m C c �IU o uIC X -Bracing 1'- 10'-0" 2 3 ANCHOR BOLT PLAN ISSUE DATE DESCRIPTION��BY0 11/14/17 FOR ERECTOR INSTALLATION[CK'1 O B Co in n o A o DC 19'-8" 4n vDrawing has been digitally signed. Nov 8, 2017 y,*`„��i,� r►t 31r,�� 888- ' "•, fi 864-8666 '- ALLIED BUILDINGS tNo. 38305 PROJECT: 301681 ADAM BIDLACK FL STATE OF 'ly CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 `�� •,,•{(��•/••'��v �� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS + �"�Q��, y ,>>'►�� 11/14/17 N.T.S. 1 A 16-B-25805 F1 0 ��j�//11/1111still �,j1 ONS ARE THEDING OLLO FOLLOWING BUILDING BASED A: ON WIDTH (FT) = 30 LENGTH (FT SAVE HEIGHT FT) = 5p / 12 ROOF SLOPE rise/12) = 1.0:12 / 1.0:12 DEAD LOAD sf) COLLATERAL L AD (psf) = 2,000 ROOF LIVE LOAD (psf)l = Z0.00 (REDUCIBLE) FRAMELIVE LOAD ESNOW (�ps#) = 15 p LOAD 0 GRODND SNOW LOAD (psf) = 0.0000 WIND SPEED (MPH) 1300 WIND CODE = FBC 2014 EXPOSURE CLOSED/OPEN - C = Closed IMPORTANCE - WIND IMPORTANCE - SEISMIC 1.00 = 1.00 SEISMIC ZONE NOMINAL WIND SPEED (VASD) = B = 100 MPH (IBC SECTION 1609.3.1) SEROCEABILTTY WIND SPEED = 76 MPH 23 QnA Y. COLUMN UNE H y 1V I IV ANCHOR BOLT SUMMARYj RIGID FRAME: ANCHOR BOLTS & BASE PLATES Dia fO� Qty Locate (in) Type(10) Firm Col Anc._Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) O 12 Jamb 5/8" F155.00 O 12 Endwall 5/8" F155.00 * 4 0.750 6.000 9.500 0.375 0.0 2 C 4 0.750 6.000 9.500 0.375 0.0 0 16 Frame 3/4" F155.50 2* A GENERAL NOTES 2* Frame lines: 2 3 1, THE REACTIONS PROVIDED ARE BASED ON THEOCUMENTSAT THE TIME OF MAILING. ANY CHANGES TO LOADS DIMENSIONS MAY CHANGE THE REACTIONS.ACTIONSWILL FUILING. RIGID FRAME: BASIC COLUMN REACTIONS (kOR -----Live------Wind_Leftt--Wind_Rightl- --Wind_Left2- BE SUPERSEDED AND VOIDED BY ANY REACTIONS ARE PROVIDED AS UN -FACTORED FLOAD Frame Column -----Dead-----Collateral- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 0.4 -3.6 Horiz Vert -3.3 -3.8 2. GROUP APPLIED TO THE COLUMN. THE FOUNNGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS MBINE THE 2* C 0.2 0.8 0.1 0.2 1.2 3.4 -3.2 -6.3 2* A -0,2 0.8 -0.1 0.2 -1.2 3.4 -0.4 -3.6 3.2 -6.3 -0.4 -1.1 REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES Frame Column -Wind-Right2---Wind_Long1---Wind_Long2--Seismic-Left Seismic -Right Horiz Vert Horiz Vert Horiz Vert -Seismic-Long Horiz Vert AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE Line Line Horiz Vert Horiz Vert 2* C 0,4 -1.1 0.0 -7.8 -0.2 -6.7 -0.1 -0.1 0.1 0.1 0.1 -0.1 0.0 -0.3 0.0 -0.3 FOR FACTORS USED IN THE FOUNDATION DESIGN. 3. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD 2* A 3.3 -3.8 0.2 -6:7 0.0 -7.8 -0.1 0.1 COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER 2* Frame lines: 2 3 REACTIONS TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER ENDWALL COLUMN: BASIC COLUMN REACTIONS (k) Wind Wind DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION Collat live Wind-Leftt Wind-Rightt Wind -Le ft2 ight2 Press Harz Harz Harz DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE Firm Col Dead Line Line Vert Vert Vert Harz Vert Harz Vert Harz 0.2 1.5 Vert Harz Vert Harz -3.3 0.0 0.2 0.0 0.0 DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE OF FORCES BETWEEN THE BASE PLATE AND THE 1 C 02 01 1,2 1.5 -3.3 0.0 0.2 3.6 # 0.0 -3.5 1.5 -6.1 0.0 -3.5 1.5 -6.1 -2.3 2.5 -2.1 -1.1 1.3 TRANSFER ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER 1 g 0.5 1 A 0.2 0.1 1.2 0.0 -1.2 0.0 -2.1 0.0 01 1.2 0.0 -2.1 0.0 -1.2 0.0 -1.2 0.0 -2.1 0.0 -1.2 -1.1 1.3 0.0 -3.5 -20 2.5 RESPONSIBLE OF FORCES TO THE FOUNDATION. THE METAL BUILDING DOES NOT DESIdN ANDIS RESPONSIBLEF R 4 q 02 4 B 0.5 0.2 3.6 1.5 -6.1 0.0 -3.5 1.5 0.2 0.1 1.2 0.0 0.2 1.5 -3.3 0.0 -6.1 0.2 1.5 -3.3 0.0 0.0 MANUFACTURER OF 4 C EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE Frm Col Harz ng1 ongV Seis_Left Harz fight Vert Harz Vert Harz Vert BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF Harz Line Line Harz Vert Harz C 0.0 -2.0 0.2 -1.2 0.1 -0.1 0.0 0.1 THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF 1 1 B 0.2 -4.9 0.0 -4.6 0.0 0.1 0.1 -0.1 0.0 0.0 0.0 0.0 IT IS THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, 1 A 0.0 -1.1 0.0 -2.2 4 A 0.0 -2.2 0.0 -1.1 0.0 0.0 0.0 0.0 0.1 -0.1 0.1 ENGINEER (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) ASE PLATES ARE AT THE SAME ELEVATION. 4 B 0.0 -4.6 0.2 -4.9 4 C 0.2 -1.2 0.0 -2.0 0.0 0 .1 0.11 -00.1 5. (UNLESS NOTED) 6. ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS N: ANCHOR BOLTS & BASE PLATES NOTED OTHERWISE. c._Bolt Base_Plate (m) Grout Width Length Thick (in) Dia REACTIONS 0.625 7.000 8.000 0.250 0.0 EBUILDINGBRACING Reactions in plane of wall Reactions(k) Panel_Shear2 0.625 7.000 8.000 0.250 0.0 0.625 7.0008.000 0.250 0.0 t:: -Col -Wind - -Seismic - (Ib/ft)2 Line Harz Vert Harz Vert Wind Seis2 0.625 7.000 8.000 0.250 0.0 0.625 7.000 8.000 0.250 0.0 L_EW 1 C,B Bracing,*see EWOr�ction*s 2 0.625 7.000 8.000 0.250 0.0 F_SW A 2,3 2.2 RAW 4 B,C Bracing, see EW reactions Dr T* g has b- digiwny egy d. B_SW C 3,2 2.2 0.2 Nov 8, 2017�� *See RF reactions table for vertical and Iff, »fir �� f horizontal reactions in plane of the rigid frame. �• f r`r ISSUE DATE DESCRIPTION BY CK'D DSN ' '• 1 ♦ • ! O 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 BUILDINGS �� NO. ALLIED gMM,,Uj Xgae I CoWrM)CnoH1AWA8EME r1 DESIMSOMM .6. • 7� '� PROJECT: 301681 ADAM BIDLACK FL sTATE OF �J CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK %r ;�'•�y�� •r��` LOCATION: ATLANTIC BEACH, FL 32233 JOB NUMBER SHEET NUMBER ISS � tJ 1 CAD DATE SCALE PHASE BUILDING ID ��l+fnfffgt��' A 16-B-25805 F2 0 11/14/17 N.T.S. 1 1 Dia= 5/8" N N DETAIL A w Dia= 5/8" 0 DETAIL B I - Dia= 3/4" " r_T _1� N I 4" 3" 2" 2" 8 1/4" SW See Plan DETAIL C Dia= 5/8" 3 1 2" DETAIL D SW Framed Opening Width 1 3/4 1 3 4 ark �Equalllual N +TSte-ILire + + + Requred) ARDiFramed Opening AR Layout 5/8'l DETAIL E Drawing has been digitally signed. 2017 _ _,• DATE DESCRIPTION BY CK'D DSN ,.•' , >S� �i 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK / 8pp-SV4—C7V6V1/ ppp ��++ pper�++ ��++ BUILDINGS � No. 3M '. ALLIED .5 /t MEL N M#= MAW BABffI DE" SEWN= PROJECT: 301681 ADAM BIDLACK FL STATE OF CUSTOMER: ADAM BIDLACK -44- LOCATION: ATLANTIC BEACH, FL 32233(. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS 11/14/17 N.T.S. 1 A 16-B-25805 F3 0 50'-0" OUT -TO -OUT OF STEEL 4 1 2 10'-0" 3 19'-8" 4.. 4" 19'-8" E-5 RF1-1 E-2 RF1-1 E-4 i U w U w Q P-1 T XT P-3 T GzoC) oC/) ER -1 RF1-2RF1-2 ER -2 w 0 0 M ER -2 RF1-2 P-3 8X25Z16 RF1-2 E-1 8ES1L14 19'-11 1 2" E-2 p U O I ¢ I 9'-11 1/" E-3 8ES1L14 19'-11 1/2" E-4 itJ � i[7 rn 19'-11 1/2 E-5 8ES1L14 19'-11 1/2" CB -4 w 0 0 rr 12'-7" NJ Q G� �A 0 U w E-1 RF1-3 E-2 RF1-3 PURLIN V-5 3/4' V-5 3/4, LAP 1'-5 3/4" 1'-5 3/4" ROOF FRAMING PLAN ISSUE I DATE I DESCRIPTION 0 1 11/14/17 1 FOR ERECTOR INSTALLATION GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. -4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. P-2 8X25Z16 12'-11 1/2" P-3 8X25Z16 21'-5 1/2' E-1 8ES1L14 19'-11 1 2" E-2 8ES1L14 9'-11 1/" E-3 8ES1L14 19'-11 1/2" E-4 8ES1L14 19'-11 1/2 E-5 8ES1L14 19'-11 1/2" CB -4 1/2� DIA. ROD 12'-7" MAIN FRAME (OR) I/—ENDWALL RAFTER p PUMJN _ ER -1 PURUN _ 1 E(4)DOOR MB EAVE Scour PURfUN M (4) #12 12 x 1' PURUN J� U SELF -DRILLING SCREW PURIM W FA4E SR2Ur A PM -1 L 2 x 2 x 1/8 SECTION "A" Drawing has been digitally signed. Nov 8, 2017 P -f DETAJ�'�1 �Iti��I 888-864-8666 ALLIED BUILDINGS /��y .�' N4• Lf Ljj PROJECT: 301681 ADAM BIDLACK FL $'jA•(E OF •tV CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK is ��•� LOCATION: CAD ATLANTICDATE�CH, FL 32233 SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSIiE�+ �"��, ++' ��t'►��`,` 11/14/17 N.T.S. i A 16-B-25805 E1 0 ��Itfrfifuntlr�� >t 19'-8e N N o W \ CD U p I ¢ I M c N M cn Li CD C) Of '-0" OUT—TO—OUT Of STEEL 10'-0 -- -- -- I--1--—t---r--—r----- F52—BI----I---I+---4--4--+-- -- -----I---I--I---T-- M Lil C, U p it7 N c N M CD CD GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHE[ TING 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. Drawing has been digitally signed. ROOF SHEETING PLAN Nov 8, 2017 YK6-1� PANELS: 26 Gauge PBR — Galvalume ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 ALLIED BUILDINGS fjr� �� • sr3a euiMM I CM&Twrcna MAW4BENT I DESM aie MES Lj PROJECT: 301681 ADAM BIDLACK FL OWNER: ADAM BIDLACK STATE OF 'I,y CUSTOMER: ADAM BIDIACK !� *•�yORVt-,W .�� LOCATION: ATLANTIC BEACH, FL 32233,�!'••C�•••++ '•� \ T >> CA711/14/17 DATE SCALE �� PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS �'`�1��>>��` N.T.S. 1 A 16-B-25805 E2 0 ��i;10111 11111 w 4" 50'-0" OUT -TO -OUT OF STEEL 2 3 4 —8" 10'-0" 19'-8" 4n 16 Jz E-2 E-3 E-1 1 rill i z❑ - DH -1 DH -1 F K3 H4 6Tj G-7 0 o o c1 o o .- — — — — — — — — F407 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. DJ -1 - Es I---- -------- _ C --LI 16'-0' U RF1-3 RF1-3 EC -3 EC -3 9'-11 1 2 E-3 8ES1L14 o F981 8X25Z16 2'-2- G-7 8X25Z16 F481 G-8 F481 SIDEWALL FRAMING: FRAME LINE A ADAM BIDLACK OWNER: ADAM BIDLACK 1 �� Q Q LOCATION: — — — — — — — — F407 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. DJ -1 - o F981 - 16'-0' E-1 8ES11-14 19-11 1 2" E-2 8ES1L14 9'-11 1 2 E-3 8ES1L14 o F981 8X25Z16 2'-2- G-7 8X25Z16 F481 G-8 F481 2'-2" CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK �� •'A -Q- �� ti LOCATION: ATLANTIC BEACH, R 32233 t!/l'••:�'`� �� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS iQ�� — N.T.S. 1 M 16—B-25805 E3 0 r N i � m LL ro m i L� — — — — — — — — F407 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. DJ -1 8F35C14 11'-3,3/16" DH -1 8F25C16 16'-0' E-1 8ES11-14 19-11 1 2" E-2 8ES1L14 9'-11 1 2 E-3 8ES1L14 19'-11 1/2" G-6 8X25Z16 2'-2- G-7 8X25Z16 12'-4 1/2" G-8 8X25Z16 2'-2" Drawing has been digitally signed. SIDEWALL SHEETING & TRIM: FRAME LINE A Nov 8, 2017 , i�>;i rrr I PANELS: 26 Gauge PBR — Ash Gray ver ISSUE I DATE DESCRIPTION 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK I RR R64-8666 888 V + ALLIED BUILDINGS No ^_ arm MAUMM I cowTmcna+MMIMBQ+rneBM8PNV M /t PROJECT: 301681 ADAM BIDLACK FL STRTEE OF CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK �� •'A -Q- �� ti LOCATION: ATLANTIC BEACH, R 32233 t!/l'••:�'`� �� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS iQ�� 11/14/17 N.T.S. 1 A 16—B-25805 E3 0 11111flall 4" 19'-8" 50'-0" OUT—TO—OUT 0 `� — — — — — — — — - 1—I — — — — —1— — I I EC -5 RF1-1 RF1-1 GIRT t'-5 3/4". 1'-5 3/4'. LAPS 1'-5 3/4" i'-5 3/4" SIDEWALL FRAMING: FRAME LINE C Q Q F407 SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Gauge PBR — Ash Gray ISSUE DATE I DESCRIP11ON 0 11/14/17 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. 4" — — — — — — — — — — — — — u EC -1 1� L—L E-4 OW IL I't BES IL14 u—I I I�L 19'-11 1/2" E-5 8ESIL14 19'-11 1 2" G-9 8X25Z14 21'-5 1X" G-10 8X25Z16 12'-11 2" G-11 8X25Z14 21'-5 1/2 ('R-3 119" DIA. ROD 15'-2" Drawing has been digitally signed. Nov 8, 2017 IX i 888-864-8666 ALLIED BUILDINGS � { �1� No. 383M s�meutnNos I COW --009E VI DMMSOWIC® Lj �i PROJECT: 301681 ADAM BIDLACK FL STATE OF ' CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 �� '••..•..••'• CAD DATE SCALE PHASE BUILDING ID j JOB NUMBER SHEET NUMBER ISS 11/14/17 N.T.S. i A = 16-B-25805 E4 D r '-0" OUT -TO -OUT OF F407 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR - Ash Gray ISSUE I DATE I DESCRIPTION 0 1 11/14/17 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. BEARING FRAME ONLY! BOL WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRA LOC RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE. ER - Cor. 4 A325 1%2� EC -2 8F25C14 11'-5 1/8" EC -3 15'-0° 10'-5 3/8 15'-0" RAI 1OF35C13 15'-0 3/8" Q1„ 101`35C13 RAI -1 a -1 ER -2 13'-8' 12 8X25Z16 C ER 1 (a5 F86-1 Y F86-1 B6-1 F66-1 CB -2 1 2" DIA. ROD 1 17'-8" FB6-1 I I G-1 _F136-1 G-2 t❑ 1 CAD � t PHASE FB6-1 L2X2X1/8 1 2'-6" o7 o '111111rmtl11111;1, 0 11/14/17 t 1 A 16—B-25805 E5 0 � � �D4 C4 04 � N N N G-1 G-2 cn IE8 Q3 T1 E EC -1 RAI -1 — — — 3 EC -2 — — — — — — — — — — D EC -3 ENDWALL FRAMING: FRAME LINE 1 Q 1 I n12 12 F764 Fl 60-B 0 F764 F4 7-L - — _— F42277 -R F407 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR - Ash Gray ISSUE I DATE I DESCRIPTION 0 1 11/14/17 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. BEARING FRAME ONLY! BOL WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRA LOC RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE. ER - Cor. 4 A325 1%2� EC -2 8F25C14 11'-5 1/8" EC -3 8F25C14 10'-5 3/8 ER -1 1OF35C13 15'-0 3/8" ER -2 101`35C13 15'-03/8" G-1 8X25Z16 13'-8' G-2 8X25Z16 13'-11 3/4" CB -1 1/2" DIA. ROD 18'-2" CB -2 1 2" DIA. ROD 1 17'-8" �.'% FLANGE BRACE TABLE ID JOB NUMBER FRAME LINE 1 CAD OID PART I LENGTH PHASE FB6-1 L2X2X1/8 1 2'-6" o7 o '111111rmtl11111;1, 0 11/14/17 N.T.S. 1 A 16—B-25805 E5 0 N N N N F407 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR - Ash Gray ISSUE I DATE I DESCRIPTION 0 1 11/14/17 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. BEARING FRAME ONLY! BOL WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL FRA LOC RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE. ER - Cor. 4 A325 1%2� EC -2 8F25C14 11'-5 1/8" EC -3 8F25C14 10'-5 3/8 ER -1 1OF35C13 15'-0 3/8" ER -2 101`35C13 15'-03/8" G-1 8X25Z16 13'-8' G-2 8X25Z16 13'-11 3/4" CB -1 1/2" DIA. ROD 18'-2" CB -2 1 2" DIA. ROD 1 17'-8" �.'% FLANGE BRACE TABLE ID JOB NUMBER FRAME LINE 1 CAD OID PART I LENGTH PHASE FB6-1 L2X2X1/8 1 2'-6" Drawing has been digitally signed. 2017_ /oK888-864 ALLIED BUILDINGS r � � No. 38m sr�euew+os � oorsnnxmonwa�ttt oEsua+aennc® i • ,y. � � PROJECT: 301681 ADAM BIDLACK FL — i STATE OF CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK �.'% •+ LOCATION: ATLANTIC BEACH, FL 32233 BUILDING ID JOB NUMBER �i SHEET NUMBER ISS + �•(•�'/•�..;�;:G SI�pL" CAD DATE SCALE PHASE '111111rmtl11111;1, 0 11/14/17 N.T.S. 1 A 16—B-25805 E5 0 -0" OUT -TO -OUT OF 15'-0" 15'-0" 1 RAI -1 RAI -I 12 ER -1 F23 ER -2 C FB6-1TA5 FB6-1 FB6-1 B6-1 C --- F�1 FB6-I -- f GH08-1 I D4 F K3 C4 G-3 N N G-5 G-2 o a N Q3 T1 �� E5 ---------- RA1-1 -- �� EC -3 I EC -4 5'-10" 3'-4" . 5'-10" _I ENDWALL FRAMING: FRAME LINp 4 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. 12 12 BEARING FRAME ONLY! WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. I I I LENGTH EC -3 1"h�' F764 Fl 60-B D F764 12 F427 -L _ F42277 -R ❑C -- 1OF35C13 C ——� I F407 ENDWALL SHEETING & TRIM: FRAME LINE 4 ! PANELS: 26 Gauge PBR - Ash Gray I f 4 A325 1/2" 1 1/4;; MEMBER TABLE FRAME LINE 4 MARK I PART LENGTH EC -3 8F25C14 10-5 3 8 EC -4 8F25C14 11'-5 1/8" EC -5 8F25C14 10'-5 3/8 ER -1 1OF35C13 15'-0 3/8" ER -2 10F35C13 15'-0 3/8" DJ -2 8F25C16 7'-6' GH08-1 GH08 3'-4" G-2 8X25Z16 13'-11 3/4" G-3 8X25Z16 4'-7 1/4' G-4 8X25Z16 13'-8" G-5 8X25Z16 5'-3 1/4" CB -1 1/2" DIA. ROD 18'-2" CB -2 1 2" DIA. ROD 17'-8" FLANGE BRACE TABLE FRAME LINE 4 V ID I PART I LENGTH FB6-1 I L2X2X1/8 1 2'-6" Drawing has bean digitally signed. Nov,28, 2017 _ SUE DATE DESCRIPTION BY CK'0 DSN ,1 + �• ,:'t1' rf 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK IoK 888-864-8666 � � • • •• •� ' I d ALLIED BUILDINGS ']�.� No• umemomm I cowrmjcnONWXM IMTIGEBlaliliFRV M PROJECT: 301681 ADAM BIDLACK FL STA 0 C CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 'ter .(*�/�••.•:..•'' �1� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS 11/14/17 N.T.S. 1 A 16-B-25805 E6 0 <<i,��umiinp��'1• I SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP -1 1 4 4 0 A325 3/4" 1 3/4" 1 6" 3/8" 1'-2 7/8" STIFFENER TABLE Outside Flange W x Thk x Length Stiff Plate Size Mark Mark Width Thick Length 5 x 1 4 x 125.4 arm BLMUMM om a,R cnon wwAm�+r I DEBM aOMMlAr RF1-3 St— 1 2 1/2 1/4" 12" BASE PLATE TABLE Col Plate Size Mark Width Thick Length BP -1 6" 3/8" 9 1/2" FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X14G 12 I F52—B 14'-3 1 2" �I 4,)� e pgR, Galvalume 26 Gouge 15'-0 5 8" 15'-0 5 8" 1'-4� 1'-4" 3®4'-678" 3®4'-678" d FB29.3A 1 — _ FB2v9.3A(1) FB29.3A 1) --F829.3A1)—_ --- FB29.3A1 B29 3A(l) U3 U2 RF1-2 Cf) F1 -2 Mark Web De th Web Plate Start End Thick Len th Outside Flange W x Thk x Length Inside Flange W x Thk x Len th RF1-1 9.0/12.0 0.134 136. tr 5 x 1 4 x 135.8 5 x 1 4 x 125.4 arm BLMUMM om a,R cnon wwAm�+r I DEBM aOMMlAr : • 5x 1/4"x20.6 PROJECT: 301681 ADAM BIDLACK FL RF1-2 8.0/ 8.0 0.134 159. �lA� Q% •� 5 x 1 /4" x 158.9 5 x 1 /4" x 158.9 RF1-3 12.0/ 9.0 0.134 136. I I 5 x 1/4" x 20.6 5 x 1/4" x 125.4 J U I I I 5x14 x135.8 PHASE 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 26'-6 1/2" CLEARANCE + — 30'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION: FRAME LINE 2 3 ISSUE DATE DESCRIPTION 0 11/14/17 FOR ERECTOR INSTALLATION I L8 1/4" 12 Drawing has been digitally sign d. Nov,.28, 2017. _,_n i 2 W 888-864-8666 ALLIED BUILDINGS tr � ,� No. 38M arm BLMUMM om a,R cnon wwAm�+r I DEBM aOMMlAr : • M PROJECT: 301681 ADAM BIDLACK FL 00 �lA� Q% •� CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK !` ; �'•��'�� ••�_�` I I O � J U I I I R2 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS BP -1 8 1/ I 1'-0 1/2" 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 26'-6 1/2" CLEARANCE + — 30'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION: FRAME LINE 2 3 ISSUE DATE DESCRIPTION 0 11/14/17 FOR ERECTOR INSTALLATION I L8 1/4" 12 Drawing has been digitally sign d. Nov,.28, 2017. _,_n 11/14/17 N.T.S. 1 A 16-B-25805 E7 D ��Oft, 888-864-8666 ALLIED BUILDINGS tr � ,� No. 38M arm BLMUMM om a,R cnon wwAm�+r I DEBM aOMMlAr : • M PROJECT: 301681 ADAM BIDLACK FL - • �lA� Q% •� CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK !` ; �'•��'�� ••�_�` LOCATION: ATLANDATE�CH •••••••••*•• i1'��1� x7014 ti SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS 11/14/17 N.T.S. 1 A 16-B-25805 E7 D ��Oft, Steel Line (1) #17A 1 /4" (2) 1/2" x 1 1/4" A325 Bolts ------- ------- --------- 0 RA1 OO ° Rake Angle EW Rafter --/,,/T Purlin Flange Brace As Required 1 /2" X1 1/4" A325 Bolts (U.N.) eSECTION THRU COLD FORMED RAFTER EW Girt Corner Column SW Girt Welded Plate 1/4" x 1 1 /4" A325 Bolts (TP•) N.N.) 0 CORNER COLUMN TO WALL GIRT Purlin A (2)1 /2"x1 1/4" A325 M. Bolts Anti—Roll Clip 3/16" Plate Rafter Purlin Clip 2" 2" 3/16" Plate of Rafter Purlin Clip O 0 Purlin Clip 3/16" Plate 3/16" Plate Anti—Roll Clip Anti—Roll Clip 3/16" Plate O 3/16" Plate 3 16" 3 3/16" 3 3/16" 3 Cold Formed Rafter Main Frame Rafter Section A Section A Endwall Rafter EW Column A TI PURLIN ANTI—ROLL CLIP B4 ENDWALL COLUMN TO RAFTER "--r Jamb (*) = Refer To Anchor Halt Plan rM) BASE PLATE FOR DOOR JAMB 1/2" Washer Column Side.� Not Clip Side Welded Plate EW Girt —(4) 1/2" x 1 1/4" A325 Bolts (Typ. U.N. on 1/2" x 1 1/4" A325 Bolts Endwall Drawing) (Typ.) (U.N.) C4 CEE ENDWALL COLUMN TO WALL GIRT End Plate "C" EndwallWidt, h v°r1eS Rafter MAI Column A 0 0 0 0 _--- ----__ 0 0 0 0 I � II o 0 II II IL0__0�1 1 II I — I I Endwall Column Section "A" (*) = Refer To Anchor Bolt Plan E8 BASE PLATE FOR ENDWALL COLUMN See Endwall Drawing For Bolt Dia. And Type. �2J RAFTER SPLICE AT SURFACE CHANGE oraw" Nov28. 2017 DATE DESCRIPTION By CK'D DSN i •._ _ �• V. _r' •� 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 No. 38305 ALLIED BUILDINGS sTEEeuaaeaa I coNffrRuancNmANAa9AEwrj oEBIGNSM MLjj ci PROJECT: 301681 ADAM BIDLACK FL S'A'FE OF "_4i CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK L ••''•^"'•• Ics LOCATION: ATLANTIC BEACH, FL 32233 S/QUAL ti CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS ��ljj�l+nmlill" `�� 11/14/17 N.T.S. 1 A 16—B-25805 DET1 0 O� Additional \°�, Flange Brace (As Required) RF Rafter - 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) Roof Purlin — Flange Brace Flange Brace Clip G2 ROOF PURLIN TO INTERIOR FRAME RAFTER 1/2" x 1 1/4" A325 Bolts (TYP.) (U.N.) J 2 EAVE STRUT TO RIGID FRAME Flange Brace Clip Flange Brace RF Column dditional (As Required) ,o ,% ,� large Brace As Required) Wall Girt 1 /" x 1 1/4" A325 Bolts (Ty .) (U.N.) 2 WALL GIRT TO RIGID FRAME COLUMN ,--Door Jamb Welded Clip —I f--� tA325 Bolts LL GIRT TO DOOR JAM RF Column Additional Flange Brace (As Required) 1/2" x 1 1/4" A325 Bolts (TYp•) (U.N.) Flange Brace Clip Flange Brace (As Required) Wall Girt H 4 WALL GIRT TO RIGID FRAME COLUMN Steel Line-►{ EW Rafter--/ Endwall Rafter 1/2" x 1 1/4" A325 Bolts (TYP•) (U.N.) 6 LOW SIDE EAVE STRUT TO COLD FORMED RAFTER IAI-11 f:4 n Web Depth + 1 /4 2„ (2) 1/2"0 Bolts — __ o 2 = N Welded Clip w Clip (See Erection Drawings for clips) Door Jamb Wall Girt M (2) 1/2"0 Bolts E I I I I I Jamb/Sub Jamb Opening I I Width �� . Steel Line Door Jamb 1/2" x 1 1/4" A325 Bolts (TYp•) (U -N.) JAMB L Jamb\Sub Jamb to Low Side Eave Strut 8 DOOR JAMB TO WALL GIRT Drawing has bean digitally s.g.-d. Nov 8, 2017 SUE DATE DESCRIPTION BY CK'D DSN ••' V' �4 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMKAx ••••• `� 888-864-8666 ALLIED BUILDINGS f't+ No. SM PROJECT: 301681 ADAM BIDLACK FL STATE OF CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK �. •� .+ ,•; LOCATION: ATLANTIC BEACH, FL 32233 �� {�/' ••.++••''� 1�� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISO + �,`rIQrI�L„',�>>lt�� 11/14/17 N.T.S. 1 a 16—B-25805 DET2 n,.,.. u.., A - 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) M 3 DOOR HEADER TO DOOR JAMB (6) Stitch Screws 1/4"-14 x 7/8" Lap Tek Member Screws - 12 -14 x 1 1/4" at 5"-7"-5" O.C. "PBR"J Roof Panel Door Jamb M * Similar co for Rafter I ser' Rod Through Slot in Web. Washer T en Assemble Hillside Washer, Flat Washer, and Nut. 03) DIAGONAL ROD WF or Cee 'ad I ie er Nut Die Formed Ridge Cap BAngle RAI Fastener #17A Fastener #4 12-14 x 1-1/4" SD W/WASHER 1/4'-14 x 7/8" LL SO W/WASHER at 1'-0 O.C. F52 (2) Runs 1/4" Bead at each purlin Roof Panel Urethane Tube Sealant Per Base Trim Rake Trim I(3) Stitch Screws I Standard F764 (shown) I Fl:ald Bjx Rake Trim Standard Large F4150 Rake Angle e Fastener i i —J L-- Fastener #17A or 397 RA1 0 0 0 Maximum y Metal Building Mfr.) 12-14 x 1-1/4" SD )WASHER Stitch Screw r 1/4'-14 x 7/8' (6) Per Panel (PBC Panel) Purlin Peak Purlins 1" Tape Sealant HW -506 "PBR" ROOF FIXED RIDGE DETAIL Trim -80 Rake Trim Rake Slide F215 Outside Panel Closure Fake Trim /Outsideonel Closure HW456 (Foam) = PBRHrFoom) = PBRHW429/HW429A (Metal) = HW429/HW429A (Metal) = PBR HW460 at PBU/HW462 at I HW460 at PBU/HW462 at PBC HW465 at AVP/Vistoshadow HW465 at AVP/Vistashadow Fastener #4A Fastener #4A 1/4"-14 x 718" SO W/WASHER 1 4"-14 x 7/8' SO W/WASHER at 1 –0 O.C. at 1'-0 O.C. At Every 4th High Rib At Every 4th High Rib (PBC Panel Only) (PBC Panel Only Alternate (Slidina) Standard (Fixed) For roof runs greater than 100' For roof runs 100 or less Rake Detail - PBR Roof Classic Standard and Standard Large Rake Trim - Sheeted Wall TRIM -104 Rigid Frame Column () = Refer To Anchor Bolt \ Plan R2 ANCHOR BOLTS AT SIDEWALL COLUMNS DATE DESCRIPTION 11/14/17 1 FOR ERECTOR INSTALLATION Base Anale Without Panel Recess With Base Trim TRIM -60 Fastener #3 See Sheeting12-14 x 1-1/4" LL SO W/Washer Layout at 5"-7"-5" O.C. Inside Panel Closure HW455 1-3/4"with continuous Tape Sealer //– HW506 top and bottom i Fastener #4A 1/4"-14 x 7/8"� ---- BAngle RAI SO W/Washer tener #12A (2) Runs 1/4" Bead Rake Trim Urethane Tube Sealant Per Base Trim Wall Panelener I(3) Stitch Screws I "-5" O.C. I Fl:ald Bjx Rake Trim I Rake frim e Fastener i i —J L-- 0 0 0 0 Maximum y Metal Building Mfr.) 1' Min. I 1" Min. Stitch Screw r 1/4'-14 x 7/8' at 1'-0" O.C. 1 [,HW506 Tape Mastic Base Anale Without Panel Recess With Base Trim TRIM -60 Fastener #3 See Sheeting12-14 x 1-1/4" LL SO W/Washer Layout at 5"-7"-5" O.C. Inside Panel Closure HW455 1-3/4"with continuous Tape Sealer //– HW506 top and bottom i Fastener #4A 1/4"-14 x 7/8"� ---- BAngle RAI SO W/Washer tener #12A 14 x 1" Pancake SD W/O Washer Per Base Trim Wall Panelener #17A or #397 14 x 1-1/4" SO W/WASHER "-5" O.C. Without Closure Per Panel (PBC Panel) e Fastener Optional Foam Closjt6 Minimum (PBC Panel) HW -4.C. Maximum y Metal Building Mfr.) BASE TRIM F407 Base Anale Without Panel Recess With Base Trim TRIM -60 Fastener #3 See Sheeting12-14 x 1-1/4" LL SO W/Washer Layout at 5"-7"-5" O.C. Inside Panel Closure HW455 1-3/4"with continuous Tape Sealer //– HW506 top and bottom i Fastener #4A 1/4"-14 x 7/8"� ---- SO W/Washer At Every 4th High Rib (PBC Panel Only) Without Closure Fastener #14 1/8"0 x 3/16" 36" O.C. With Closure Fastener #14A 1/8"0 x 3/8" not Eov( Trim F295; 12" O.C. Fastener #14A 1/8" x3/8" at 12" D.C. Peak Box PBR Roof Rake Angle RAI Wall Fastener Stitch Screw Outside Panel Closure 1/4"-14 x 7/8" at each high rib. Standard Peak Box Detail PBR Roof TRIM -106 CK'D DSK KMT PNR KMK Ax ALLIED BUILDINGS sr®.auanricas I om*ra=ncwUwwaoal oESMSERVICES PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLA�32�233 LOCATION: ATLANTIC BE Fastener #14A 1/8"0 x 3/8" 5'-0" O.C. Fastener #17A or #397 12-14 x 1-1/4" SD W/Washer (6) Per Panel (PBC Panel) "Optional" Outside Closure HW456 – PBR HW429 – PBR (see Detail "X") HW460 – PBU HW462 – PBC HW465 – AVP/V*Istashadow Closure HW429 flEave Struz -- t 1 /4" Detail X' Low Eave Detail - PBR Roof Flat Eave Trim — Sheeted Wall OWNER: ADAM BIDLACK CAD DATE SCALE PHASE BUILDING ID 11/14/17 N'T. 1 A 1 JOB NUMBER SHEET NUMBER 16-13-25805 DET3 3 2017 TRIM -120 N0.38305 STATE OF : L4 AL PBR Panel Fastener #4A 1/4°-14 x 7/8" SO VWosher at 1 —8 O.C. Field remove bearings O O leg as required PBR Panel Corner Trim F830 or F862 Steel Line and OO fE Panel Rib NO - 38M Note: Standard panel location for Start and End .. ppanels is C panel rib at steel line. Refer 1/4" 14 to erection Drawings for panel location — (As Required) SO W/Washer (3) Required (Trim Color) and Corner Trim piece mark. Outside Corner Trim — PBR Wall Panel See Rigid Frame Drawings For Size TRIM -186 Fieldut side and bottom Wall Panel Closures not flange to conform to Wall. shown for clarity. 4pply ube Sealant at tabs. Low Eave Rake Corner — PBR Roof Standard and Standard Large Rake U 2 BOLTS FOR RIGID FRAME RAFTER AT BUILDING PEAK TRIM -203 Top Flange O O Top Bolts — See Rigid Frame Fastener #4 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 Drawings For Size ALLIED BUILDINGS OO Fastener #4 NO - 38M 1/4-14 x 7/8" LL .. Intermediate Bolts 1/4" 14 x 7/8" LL — (As Required) SO W/Washer (3) Required (Trim Color) See Rigid Frame Drawings For Size CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK End C ip SO W/Washer To Roof Panel t —O O.C. max. LOCATION: ATLANTIC BEACH, FL 32233 Top Flange Do po o CPottom Flange t (Trim Color) BUILDING ID JOB NUMBER SHEET NUMBER ISS '��i��,ua1lnn<a��'. Top Bolts — See Rigid Frame N.T.S. 1 A 16-B-25805 DET 0 Drawings For Size a 00 Sid wall Panel (Vad s, PBR shown) Flat Eave Trim F2955 112 �/� Web Intermediate Bolts �' O — (As Required) See Rigid Frame Drawings For Size Endwall Panel OO Qo (Varies, PBR shown) Bottom Bolts — See Rigid Frame flush Rake Trim (Extend past Corner Trim 1-1/2) Bottom Flange O Drawings For Size Coyne Box End Ca Standard Feld Cut legs with Corner Trim and Roof Panel Standard Large F764 (Shown) F4150 427L (Shown) 1`4 71R (Opposite) See Construction Fastener #14 Large 152L (Shown) Details for required attachment of Eave 1/8" 0 x 3/16" 2" O.C. max. Extension Beyond Flange Is Optional, At Top &Bottom. F4152R (Opposite) Trim and Rake Trim to Wall (8) Required Fieldut side and bottom Wall Panel Closures not flange to conform to Wall. shown for clarity. 4pply ube Sealant at tabs. Low Eave Rake Corner — PBR Roof Standard and Standard Large Rake U 2 BOLTS FOR RIGID FRAME RAFTER AT BUILDING PEAK TRIM -203 Top Flange O O Top Bolts — See Rigid Frame • 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 Drawings For Size ALLIED BUILDINGS OO co NO - 38M Web .. Intermediate Bolts OO OO — (As Required) PROJECT: 301681 ADAM BIDLACK FL See Rigid Frame Drawings For Size CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK OO Oo LOCATION: ATLANTIC BEACH, FL 32233 �r ��((��+/'•+++.+•+''• s� Bottom Bolts — See Rigid Frame o CPottom Flange t Drawings For Size BUILDING ID 3 BOLTS FOR RIGID FRAME RAFTER TO COLUMN CONNECTION Drawing has been digitolly signed. Nov.28, 2017 _ ISSUE DATE DESCRIPTION BY CKDSN • 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK 888-864-8666 • r ALLIED BUILDINGS J� r NO - 38M 8n33- MX1*fiB I caNSTRUMMMA+Aaes+rlDOMBOMM .. PROJECT: 301681 ADAM BIDLACK FL STATE OF 1-4-4 CUSTOMER: ADAM BIDLACK OWNER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 �r ��((��+/'•+++.+•+''• s� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS '��i��,ua1lnn<a��'. 11/14/17 N.T.S. 1 A 16-B-25805 DET 0 12° 12" 12„ 9 1/2" 9 1/2" 9 l ?"_ 2 1/2" 2 1/2" 2 1 2" I �l II Sheeting Direction Detail "A" All Roof Members Except As Noted Below 12" 12" , _ 12" 2 1/2- 7"5» _ 7„ 5" 7„ Stitch Screw Tape Seal 1/4-14 x 7/8 At 20" O.C. Detail "A" Member Screws 4"+ 12-14 x 1 1/4" Roof Panel at 5", 7" 5" Two Continuous Layers 2 i1/2" HW507 Tape Seal Roof J Purlin Panel Sheeting Direction Detail "A" At Eave Strut Panel End Lap and Peak Purlin Section Thru Panel End Laps Fastener Location for "P R" Roof Panel TRIM -175 Standard Grade Description P Fastener Number 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 p Fastener Number 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 iUE DATE DESCRIPTION 0 1 11/14/17 1 FOR ERECTOR INSTALLATION Note: Standard details call for 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 Fastener #397 12-14 x 1-1/4" SD W/Washer 00 PBC Fastener Location At Panel Ends 2'-8" 7.�Fastener #397 1-1/4" SDr PBC Fastener Location At Intermediate Supports Fastener #4A 1/4"-14 X 7/8" SO W/Washer At 1'-8" O.C. PBC Panel Sidelap TRIM -174 CK'D DSK PNR KMK /OX ALLIED BUILDINGS sr®.euannoe i �a+MlwruaeB+r� ol�aNa PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 iii i • � i • • • OWNER: ADAM BIDLACK Nov CAD DATE SCALE �PHISE BUILDING ID JOB NUMBER SHEET NUMBER ISSt 11/14/17 N.T.S. A 16—B-25805 DET5 0 Dr ing has been digitally signed. 2017 No.38305 STATE OF NA1- 7» A 12" :12" 12° A 7" 5" 7" 5° 12" 12> 7" L B 12" 12" B "AVP" Panel "PBU" Panel "PBR" Panel Member Screw 12-14 x 1 1/4"SD "PBR" Panel 12" O.C. at Each Member "PBU" Panel Bearing Leg Bearing Leg Extended Leg PBA" Panel Stitch Screw 1/4-14 x 7/8 Stitch Screw 1/4-14 x 7/8" Sheeting Direction SD, at 20" O.C. Sheeting Direction SD, at 20" O.C. Sheeting Directi n AO = At Base, Rake, I ave, and Mid Span End L ps 6" 6" 6" 6" 6" 6" w. A 12" 12" 12" rDN 12" 12" 12" A B ©= At Intermediate ember, B and at Optional finer Panel "RVPBU" Panel "RVPBR" Panel Fasten) Location for Panel At Wall iUE DATE DESCRIPTION 0 1 11/14/17 1 FOR ERECTOR INSTALLATION Note: Standard details call for 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 Fastener #397 12-14 x 1-1/4" SD W/Washer 00 PBC Fastener Location At Panel Ends 2'-8" 7.�Fastener #397 1-1/4" SDr PBC Fastener Location At Intermediate Supports Fastener #4A 1/4"-14 X 7/8" SO W/Washer At 1'-8" O.C. PBC Panel Sidelap TRIM -174 CK'D DSK PNR KMK /OX ALLIED BUILDINGS sr®.euannoe i �a+MlwruaeB+r� ol�aNa PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 iii i • � i • • • OWNER: ADAM BIDLACK Nov CAD DATE SCALE �PHISE BUILDING ID JOB NUMBER SHEET NUMBER ISSt 11/14/17 N.T.S. A 16—B-25805 DET5 0 Dr ing has been digitally signed. 2017 No.38305 STATE OF NA1- PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim PW07022 Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PWO7023 BR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lap when req d) 3" Opening Width 3" See PW07023 & PW07027 cm 3 I Head Trim F481 See PW07030 Fastener #14A j" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1}" Pancake DP5 at 20" O.C. at Hot Rolled " Bead of HW540 Tube Caulking from Header to Floor (see section) Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 See PW07029 For Q For Channel Closure Trim seePW07028 a 1" Lap with (2) Fasteners #14 J" x J" Pop Rivet Typ at Head & Jamb Trim when required. Field notch as required. a l a �J I F Finish Floor Line _4L a Opening Width Note: All trim Is to be agte: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. PBR Wall Panel - Three Sided Framed Opening - Field Notch Panel at Head Trim PW07023 Trim Installation can be done by Field Notch Panel as shown on PW07022 & PWO7023 with Feld Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lap when req'd) Head Trim F481 Front View 1" Lap with (2) Fasteners End View #14 J" x f}" Pop Rivet and HW540 Caulking Opening Width 1 3" Opening Width 3" Field notch Panel I I at Head Trim i e ad Trim F481 0, v x a, See PW07027 for Jamb Trim field cut detail v O Jamb Trim F482 or Alternate tener #14A r x J" Pop at 20" O.C. at Cold Form OR tener #207 12-24 x 1}" ;ake CPS at 20" O.C. at Hot Rolled Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls measure before cutting Panel and Trim. STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim FFW07024 atir. Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 roa with Feld Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Field Cut Opening Width + 6" (+1" Lap when req d) and Remove Opening Width + 3" 1}' Opening Width See 07025 i & rPW7027 n 1}" *Opening Width Head Trim F481 Feld Notch and Bend Head Trim F481 See a PW07030 1}" Tab behind Jamb F484 tener #14A r x J" Pop at 20" O.C. at Cold Form OR tener #207 12-24 x 1}" ;ake CPS at 20" O.C. at Hot Rolled Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls measure before cutting Panel and Trim. STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim FFW07024 atir. Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 roa with Feld Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Field Cut Opening Width + 6" (+1" Lap when req d) and Remove Opening Width + 3" 1}' Opening Width See 07025 i & rPW7027 n 1}" *Opening Width Head Trim F481 Feld Notch and Bend Head Trim F481 See a PW07030 1}" Tab behind Jamb Trim. Attach with Fastener #14 11" x 4" Fastenerj14A �" x �" Pap Rivet Pop Rivet. See PW07025 for details. at 20 O.C. at Cold Form OR Fastener #207 12-24 x 11" Pancake DP5at 20" O.C. at Hot Rolled a+ _Bead of HW540 Tube Caulkin an from Header to Floor (see section) `m 1" Lap with (2) o Jamb Trim F482 Jamb Trim F482 Fasteners #14 d" x or Alternate F484 or Alternate F484 N" Pop Rivet Typ at Head & Jamb Trim when required. Field notch as required. See PW07029 Note: For "Optional" Channel Closure Trim see PW07028 Finish Floor Line Width Fi,nsttalled =S= No • Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. ISSUE DATE DESCRIPTION BY I OK u I UbN 0 11/14/17 FOR ERECTOR INSTALLATION KMT PNR KMK PBR Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim PW0702 [Not : Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 Q$ with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lap when req d) *Note: Field measure Opening Width and cut Head Trim to *Field Cut required length. Remainder and Remove Front View End View 1" Lap with (2) Fasteners see End Cut Detail #14 a" x J" Pop Rivet and HW540 Caulking 1}" Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls 1 Bend 1j790 Tab Note: Panel position is shown with down 90 degrees Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending an Field Cut the Opening Width and location. Field and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Opening Width 1�" Opening Width Feld Notch and Bend 11" Tab behind Jamb Trim. Attach with^ Fastener #14 J" x J" Pop RivetPF Head Trim F481 ` m See PW07027 for Jamb _ r: Trim field cut detail an Jamb Trim F482 or Alternate F14184—/•` I II I.,.;..,; ,: ', .�;� I Fastener #14A J" x I' Pop p Rivet at 20" O.C. at Cold FormOR I II I I ��'..r•, r .•. E.:.,z; ... . Fastener #207 12-24 x 1}" Pancake DP5 at 20" O.C. at Field cut Panel Hot Rolled /OK ALLIED BUILDINGS 87®. eue.bNus I aptffrRXIM MMMEME rrl DEEM 81' rXW PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 *Opening Width + 3" 1}" *Opening Width Head Trim F481 OWNER: ADAM BIDLACK CAD DATE SCALE PHASE BUILDING ID 11/14/17 N.T.S. 1 A i JOB NUMBER SHEET NUMBER 16-B-25805 DET6 • No. 38345 SLATE OF : t Drawing has been digitally signed. 2017 .•-) 0 PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details I I 1} Jamb Trim E482 Alternate Jamb Trrn F484 Too View Top View i. Field Cut and Remove - Side View at Head Trim �n 1 jr" Side View at Sill Trim Note: Field measure Opening Height before making field cuts and adjust cut dimensions accordingly. PBR Wall Panel - Three Sided Framed Opening PW07027 "Optional' Channel Closure Trim onenino Width + 7" (+1" Lap when req d) I Cut and remove remainder of front fold (2) Fasteners #14 a" x J" Pop Rivet at lap 1" Lap when required. Field cut and notch as required. 1" Field bend tab down 90 degrees 2}" Field cut and remove — Channel Closure Trim Finish Floor Line 31" Field cut and remove Channel Closure Trim at Jambs Jamb Trim F482 and Alternate Jamb Trim F484 Front View Right Jamb Trim as shown End Cut Detail Left Jamb Trim opposite hand STANDARD FRAMED OPENING DETAILS (PBR IALL PANEL) CONT. PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening In9R Jamb Trim Installation PW07029 _ Head Trim Installation PW07030 1" Lap typ at Head & Jamb when required. Field cut to length if req d and notch. Channel Clan jr" Trim Piece Mark F981 – 8" member F2994 – 8r member F2991 – 8}" member F2992 – 8j" member F982 – 10" member F2993 – 101" member F169 – 12" member F2995 – 12}" member Note: All trim Is to be installed BEFORE blanket insulation is applied to walls. ote: Field measure Opening�auts and Height before making fieand adjust cut dimensions a 3UE I DATE I DESCRIPTION 0 1 11/14/17 1 FOR ERECTOR INSTALLATION Fastener #14A !t" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 11" Pancake DP5 at 20" O.C. at Hot Rolled Double Sided Tape (Not by Bldg Mfg) Blanket Insulation PBR Wall Panel � Note:Terminate Blanket Insulation at capillary lip of Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PW07028 for details. }' Bead of HW540 Tube Caulking (Header to Floor) Field Cut Wall Panel Opening Width Alternate � Trim F484 Profile Note; Panel position is shown with Panel Rib and Opening on l'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to wallsmeasure before cutting Panel and Trim. CK'D DSK PNR KMK ALLIED BUILDINGS silm axu* os I comirRilicnaNMANAGEMEW1 oEBM SMEM PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 PBR Wall Panel Wall Member Screw 12-14 x – at 5"-7"-5" O.C. at Cold Form OR 12-24 x – at 5"-7"-5" O.C. at Hot Rolled iii i • � i • • • OWNER: ADAM BIDLACK CAD DATE I SCALE PHASE BUILDING ID 11/14/17 N.T.S. i A I Fastener #14A a" x I" Pop - vet at 20' O.C. at Cold Fart OR Fastener #207 12-24 x 1}" Pancake DP5 at 20" O.C. at Hot Rolled "Optional" L Header Channel Closure Trim (Cold Form shown See PW0728 for details Hot Rolled similar) Finish Floor Line Note. A�appliedto installed insulatio Drawing has been digitally signed. Nov,28, 2017_" g JOB NUMBER SHEET NUMBER 16-13-25805 DET7 0 No. 38305 �c STATE OF _r w iL 3k^ Opening Width 3}" M 0 0 losure Trim See PW07030 a 7Fastener A a" x I" Pop Rivet at 20O.C. at Cold Form OR Fastener #207 12-24 x 1}" rn Pancake DP5 at 20" O.C. at ^� Hot Rolled c Channel Closure Trim a 0 o Channel Closure Trim See PW07029 Finish Floor Line 1" Field bend tab down 90 degrees 2}" Field cut and remove — Channel Closure Trim Finish Floor Line 31" Field cut and remove Channel Closure Trim at Jambs Jamb Trim F482 and Alternate Jamb Trim F484 Front View Right Jamb Trim as shown End Cut Detail Left Jamb Trim opposite hand STANDARD FRAMED OPENING DETAILS (PBR IALL PANEL) CONT. PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening In9R Jamb Trim Installation PW07029 _ Head Trim Installation PW07030 1" Lap typ at Head & Jamb when required. Field cut to length if req d and notch. Channel Clan jr" Trim Piece Mark F981 – 8" member F2994 – 8r member F2991 – 8}" member F2992 – 8j" member F982 – 10" member F2993 – 101" member F169 – 12" member F2995 – 12}" member Note: All trim Is to be installed BEFORE blanket insulation is applied to walls. ote: Field measure Opening�auts and Height before making fieand adjust cut dimensions a 3UE I DATE I DESCRIPTION 0 1 11/14/17 1 FOR ERECTOR INSTALLATION Fastener #14A !t" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 11" Pancake DP5 at 20" O.C. at Hot Rolled Double Sided Tape (Not by Bldg Mfg) Blanket Insulation PBR Wall Panel � Note:Terminate Blanket Insulation at capillary lip of Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PW07028 for details. }' Bead of HW540 Tube Caulking (Header to Floor) Field Cut Wall Panel Opening Width Alternate � Trim F484 Profile Note; Panel position is shown with Panel Rib and Opening on l'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to wallsmeasure before cutting Panel and Trim. CK'D DSK PNR KMK ALLIED BUILDINGS silm axu* os I comirRilicnaNMANAGEMEW1 oEBM SMEM PROJECT: 301681 ADAM BIDLACK FL CUSTOMER: ADAM BIDLACK LOCATION: ATLANTIC BEACH, FL 32233 PBR Wall Panel Wall Member Screw 12-14 x – at 5"-7"-5" O.C. at Cold Form OR 12-24 x – at 5"-7"-5" O.C. at Hot Rolled iii i • � i • • • OWNER: ADAM BIDLACK CAD DATE I SCALE PHASE BUILDING ID 11/14/17 N.T.S. i A I Fastener #14A a" x I" Pop - vet at 20' O.C. at Cold Fart OR Fastener #207 12-24 x 1}" Pancake DP5 at 20" O.C. at Hot Rolled "Optional" L Header Channel Closure Trim (Cold Form shown See PW0728 for details Hot Rolled similar) Finish Floor Line Note. A�appliedto installed insulatio Drawing has been digitally signed. Nov,28, 2017_" g JOB NUMBER SHEET NUMBER 16-13-25805 DET7 0 No. 38305 �c STATE OF _r w iL FIELD SERVICE PROCEDURES IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK YOUR PACKING UST WHILE UNLOADING. MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TTUBLOCK AS SOON AS POSSIBLE CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. SHORT MATERIALS - IMMEDIATELY UPON DELIVERY OF MATERW. QUANTITIES ARE TO BE VERIFIED BY THE CUSTOMER AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING DOCUMENT, NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE MATERIAL SHORTAGES AGAINST THE QUANTITIES BILLED ON SHIPPING DOCUMENT IF SUCH SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELIVERED, AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER, CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE QUANTITIES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE ORDER DOCUMENTS. CLAIM IS TOO BE MADE OF THE MANUFACTURER. DAMAGED OR DEFECTIVE MATERIAL - DAMAGED OR DEFECTIVE MATERIAL, REGARDLESS OF THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER IS NOT RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, "C" & "Z' SECTIONS & COVERING PANELS THAT BECOME WET AND/OR DAMAGED BY WATER WHILE IN THE POSSESSION OF OTHERS. PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE UNPACKED, DRIEDUNSTACKED AND CUSTOMER. CARRIER IS THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY TO THE MANUFACTURER. CnIFETHE THE CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE THE CLAIM FOR DAMAGE TO THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY CLAIM WHATSOEVER INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT CAN BE DETECTED BY VISUAL INSPECTION. OIL CANNING IS NOT CAUSE FOR REJECTION EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY MATERIAL DEWERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS. INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN OR -VERBAL CLAIM" TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR. THE "INITIAL CLAIM" INCLUDES: 1. DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS, INCLUDING QUANTITIES. 2. DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING ESTIMATED MAN-HOURS. 3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING ESTIMATED QUANTITIES AND COST. 4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER. Erection Guide R1 Jul '13 02 NORMAL ERECTION OPERATIONS INCLUDE T IE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTBNG AND THE DRAWING OF ELEMENTS INTO UNE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS OR WHICH REQUIRE M TOR CHANGES IN THE MEMBER CONFIGURATION SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303-10, SECTION 7.14) (MAR 05 SECTION 7.14) IF THE ERROR IS THE FAULT OF THE MANTHE MANUFURER, AN -AUTHORIZATION ACTURER TO AUTHORIZE THE R X) RECTIVEEWORK AWORK"TJA COST NOT TO UST BE ISSUED LEXCEED NTHEY MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER TH THAT PROPOSED IN THE "INITIAL CLAIM° MAY BE DIRECTED BY THE MANUFACTURER IN THE AUTHORIZATION OF CORRECTIVE WORK! ONLY THE FIELD SERVICE DEPARTMENT MAY AUTHORIZ CORRECTIVE WORK. FINAL CLAIM - THE "FINAL CLAIM" IN WR LNG MUST BE FORWARDED BY THE CUSTOMER TO THE MANUFACTURER WITHIN TEN (10) DAYS OF COMPLETION OF THE CORRECTIVE WORK AUTHORIZED THE MANUFACTURER. THE "FINAL CLAIM" MUST IN 1. ACTUAL NUMBER OF MAN-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK AND ACTUAL HOURLY RATES OF PAY. 2. TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. 3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. 4 PURCHASED ATERIAL (NOT MINOR FROM OTHER THAN SEPPMANUFAC MANUFACTURER, AUTHORIZED INCLUDING COPIESAOFUURER TO BE COST OF PAID INVOICES. 5. TOTAL ACTUAL DIRECT COST OF C)RRECTIVE WORK (SUM OF 1, 2, 3 & 4). THE "FINAL CLAIM" MUST BE SIGNED ID CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. "FINAL CLAIMS" ARE CLEDITED TO THE CUSTOMER BY THE MANUFACTURER IN AN AMOUNT NOT TO EXCEED TIE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE "AUTHORIZATIO FOR CORRECTIVE WORK' OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE WORK. ** IMPORTANT NOTE ** - COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS, SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CWMS. SHIPMENT ARRIVAL TIME -EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER ARRIVES AT THE JOBSffE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR. MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO R SPONSIBILTTY FOR COSTS ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME R1-02 UNLOADING HANDLING AND STORING MATERIL STRUCTURAL - A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE -ARRANGED PLAN. PROPER LOCATION AND HANDLING OF COMPONENTS WILL EUMINATE UNNECESSARY HANDLING. NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER END, V-0" FROM END. INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -[DANS FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSIT! REMEMBER, SAFETY FIRSTS BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPUCE PLATES AND THE SLAB FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OF SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE BOLTED TOGETHER INTO SUB-ASSEMBUES WHILE ON THE GROUND. EXTRA CARE SHOULD ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIOD$ IN BUNDLES OF PRIMED PARTS SUCH AS GIRTS, PURLINS, ETC., THE PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY SOFTEN REDUCING ITS BOND TO THE STEEL. THEREFORE, UPON RECEIPT OF A JOB, ALL BUNDLES WATER TOODRAINIMED AWAY PARTS PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE SAME REASON. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE EL FRAMING THE FOR ONLY A SHOP SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF A FIELD APPUED FINISH COAT OF PAINT OVER A SHOP PRIMER. TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF ECTITHE END CUSTOMER. OMER. LED ALL PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ED "SHOP PRIMED STEEL" TEMPORARY SUPPORTS TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARRY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.). R1-03 ROOF AND WALL PANELS MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME & GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE RUCK WITH EXTREME CARE TAKEN ju INSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND MOISTURE & DEFERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE DRAINAGE IN CASE OF RAIN. THE MFGR EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CUMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE UFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE. SEE R1-07 "DAMAGE FROM CONDENSATION OR TRAPPED WATER." CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES AND NETS WHEN NECESSARY! PANELS ARE SUPPERY. WIPE DRY ANY MOISTURE OR SURFACE MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW, FROST, OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. ALWAYS ASSUME PANEL SURFACE IS SLIPPERY & ACT ACCORDINGLY. NEVER WALK OR STEP ON SKYLIGHTS OR TRANSLUCENT PANELS! USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SUDE THEM APART, BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. R 1-04 ELEVATE DAMAGE DURING CONSTRUCTION THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION METHODS AND/OR CARELESSNESS. OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND THE FASTENER HEAD. RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEAUNG WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS. IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL FASTENERS AND FILLINGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE PANEL SURFACE. CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS OR FlWNGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR CONDENSED MOISTURE WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO THAT THE SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE REMOVED ROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC... WAL W THE BROAD FLAT AREAS OFRSONNEL WALKING ON THEPANELS THE PANEL ANDCANSAVOID STEPPINGKONNTHE SHOULD PANEL EEN SR AND K EDGES WHICH CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL SURFACE. ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT DAMAGE AND FOR SAFETY CONSIDERATIONS. LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD MAY. HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. IN AREAS WHERE LIME STABIUZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT WILL BE ACCELERATED AND MOST LIKELY BE SEVERE ALL DIRT MUST BE REMOVED FROM THE PANEL WALLS AT THE COMPLETION OF THE WORK. PRE -PAINTED PANELS MAY REQUIRE TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDUNG OR ERECTION. THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. R1-05 SHEEF NUMBER R1 TYPES OF FINISHES 5HOP PRIMED HEEL ALL STAR C RAL MEMBERS F THE METAL BUILDING SYSTEM NOT FABRICATED OF CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF SSPC PAINT SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL PINSHORT PERIOD OF STATMOSPHERIC DOS SHOP PRIMED STEEL WHICH IS STORED INIXTHEFIELDPENDIN�ECTION SHOULDBEKEPTFRE E AND OTHER CONTAMINATION MINIMIZE OF THE GROUND AND SO PRIMER FILM.D AS TO REP REPAIRS F HDUST, DAMAGE TO PRIMED MUD SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER FIELD STORAGE OR S NOTORESPONS18LEE NOT THE FOR DETERIORATIONBILITY OF THE THE SHOP COAT OF RER. THE ER SITE PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. MINOR ABRASIONS TO THE SHODLING, LOADING, ANDPCOAT RECTION (INCLUDING AFTER PANTING OR GALVANIZING AREUSED BY ARUNAVOIDABLE. (MBMAPPING 06 N 4.24)TNG GALVALUME GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET & COIL PRODUCT HAVING A COATING OF CORROSION RESISTANT ALUMINUM -ZINC ALLOY. THE ALLOY MIXTURE IS BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT REFLECTIVITY OF SACRIFICIALALUMINUM & THE ACTON ALUMINUM & ZINC RECOMBINEDIN THIS COATING & OFFER DED SERVICE LIFE FOR BUILDING PANELS. PRE -PAINED UgZ-WVLUME STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION RESISTANCE THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS RPUD ON THE OPPOSITE SIDE. GALVALUME AND AJESTEEL CAN GIVE EXCELLENT BLOEEHSR CONCERNING THEIR CRE A MAINTENANCE RE SERVED. ALL OF THSEFINISARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED. PAINT AND COATING MAINTENANCE REMOVE SMUDGE MARKS FROM BRE GALVALUME ® . FORMULA 409 HAS PROVE TO BE SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT RUB MORE THAN REQUIRED TO REMOVE SMUDGE. NO PRODUCT WILL REMOVE ALL SMUDGE MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVE TO BE SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST STAINS. TO TOUCH-UP SCRATCHES IN PAINT (NOT TO BARE METAL), CLEAN AREA TO BE PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S BRUSH, LIGHTLY APPLY A MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT REQUIRED TO FILL / COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER FOR ASSISTANCE WITH ORDERING / PURCHASING TOUCH-UP PAINT AS NEEDED. Erection Guide R1 R IS EXTREMELY IMPORTANT THAT E PANELS BE MONITORED FOR EVIDENCE OF TRAPPED WATER OR MOISTURE CONDENSATION WHILE AWAKING ERECTION. HIGH HUMIDITY CONDITIONS WITH BUNDLE.MPERATUE CONDENSATIONUCAN 01 CURUFREQUENTLY NEAR TH1� SE CONDENSATION E SEA COAST R OTHER EEN THE PANEL.S (N THE LARGE BODIES OF WATER. IF JOBSITE COVERS ARE USED, TH SHOULD BE TIED AWAY FROM THE BUNDLE AT THE CORNERS TO ALLOW AIR CIRCULATIO ROUND THE BUNDS THIS WILL HELP PREVENT MOISTURE EVAPORATING FROM THE ROUND OR BUILDING FLOOR FROM CONDENSING ON THE PANELS. PLASTIC OR OTHER IMPERM LE COVERS ARE NOT RECOMMENDED. IMMEDIATE ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE. THE BUNDLES RE -STACKING MUST BE THE PANELS AND CAT A SU HT ANGLE TOH PANEL UNSTACKED NEACH OTHER TO PREVENT NESTINGHLY DRIED ON BOTH WILL ALLOW AIR CIRCULATION AND ASSI IN KEEPING THE PANELS DRY. IN SEVERE CONDITIONS LARGE FANS CAN BE USED TO CIRC LATE AIR BETWEEN THE UNSTACKED PANELS AND ACCELERATE DRYING. DAMAGE TO TH PANEL COATING OCCURS WHEN PANELS BECOME WET AND RE ALLOWED TO STAY WET. D GE CAN OCCUR TO NESTED PANELS WITHIN 24-48 HOURS. THIS DAMAGE SHOWS AS C ROSION AND DISCOLORATION OF THE PANEL SURFACE AND IS COMMONLY CALLED WET ST GE STAN, ZINC OXIDATION, OR "WHITE RUST'. TARP ' AIR CIRCULATION A SOFTENING OF THE PAINT FILM C � OCCUR WITH PRE -PAINTED STEEL UNDER WET STORAGE CONDITIONS AND THE DURABILITY 0 THE PANEL FINISH SUBSTANTIALLY DECREASED. BRE GALVANIZED AND GALVALUME PANE REACT MORE QUICKLY TO SURFACE OXIDATION SINCE THEY LACK THE ADDITIONAL PROTEC ON OF PAINT. ZINC COATED OR GALVALUME PANELS UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR SURFACE ALLOWING A SLOW OXIDATION PROC CALLED "WEATHERING" TO OCCUR THAT INHIBITS FURTHER CORROSION. IN NESTED B NDLES CONSTANT CONTACT OF THE PANELS WITH CONDENSED OR TRAPPED WATER PR ENTS THIS WEATHERING PROCESS. RAPID OXIDATION OF THE ZINC OR INC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD TO "RED RUST" IN A SHORT TIME. IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD CLEANER OF THE TYPE USED ON P RCEIAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE THE STAINS. WIRE BRUSHING OR U NG ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE SCRATCHING OR REMOVAL OF THE L�ATING COULD OCCUR. PANELS WITH SIGNIFICANT DAMAGE SHOULD BE REPLACED BY THE B F BEFORE ERECTION. R1 -07 SAFETY COMMITMENT THE BUILDR/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING SITEPPRACTITICES OF THE THAT CAN EREC SAFELY BEYOND THE CONTROL OF THE BUILDING AND JOB MANUFACTURER. I-= CONDITIONS AND ACCIDENT PREVENTION IT IS STRONGLY RECOMMENDED THAT SAFE WORKUP' PRACTICES BE THE TOP PRIORITY OF ANY JOB .ITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PURPOSES OF DETERMINING UFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE IF DiLL OF ONALNINFORM�ATIONRISINDIVIDUAL MEMBER WEIGHTS REQUIR D CONTACT THE RELDF OTHER STRUCTURAL MEMBERS. SERVICE DEPARTMENT. ICE AND SNOW REMOVAL CIEAND POSSIBLE COLLAPSE. B00 NOTVED FROM ROOF USE METAL TOOLS LTO REMOVE THE IEDIATELY TO CDAMAGE ICE AND SNOW OR SNOW OROOF PAS THIS LUMBING PIPES ANGE THE D FLASHINGS. ANBEOErTREEMELY MAREFULFIFSYOUROROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS MANUAL APPENDIX A@ FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES SHOULD COMMENCE WHEN HALF OF THE DESIGN RDF SNOW LOAD SHOWN ON THIS SHEET IS REALIZED. DEBRIS REMOVAANY FOREL WILL CORROSIIONGOF THEISROOF HGUTTERS, TRIM,SUCAS SAWDUST,DIRTErC. IF LEFT ON, LEAVES,I MAL BUILDINGPSURFA ECFOR A LONGE ENOUGH TIME THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND IF FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF MAINTENANCE NETE/MORARGROUT TO GUIDELINES. TREATED PANELS, ESPECIALLY GLVLUME ® FOR CREXTENDEDT�ENDEDTPRIODS OF TIME WITHO ME IN CONTACT PERIODIC INSPECTION ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 YEARS. DRAINAGKEEP ROOF E TO DRAIN FROM ROOFS * DO NOT USE WOOD BLOCKINGDEBRIS AND KEEP DEBRISUTO HOLD EQUIPMENT OFF OFOF GUTTER TO ALLOWRPANEQUICKLY SEAMS. THIS BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. * DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. * ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. R1 -08 ROOF MAINTENANCE GUIDELINES * INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. * INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH URETHANE SEALANT. * ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE ROOF. * REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. * WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS: * USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED. * DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE FLASH. * DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTPS). THEY WILL NOT SUPPORT A PERSON'S WEIGHT. * GUARD ALL LTPS AND ROOF OPENINGS. * STAR ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING ROOF STRUCTURAL * AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON. INSPECT THE ROOF FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES IN THE PAINT OR GALVALUME ® COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY PROTECTED. FOOT TRAFFIC KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT ENDLAPDO NOTSWALKAYS WALK IN ON TERM OR INEFLAT OF GUTTRS. ONEBREEL NEAR A GLVLUMES®PSTRUCTURAL ROOFS. EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS, IF REGULAR FOOT TRAFFIC IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL RE ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO THE ROOF AND THE REASON FOR SUCH VISITS. DISSIMILAR METALS NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN CONCRETE, MORTAR AND GROUT. Secondary Steel Alignment for all IMP Projects SUPPORT SPAN IMAX DEVIATION LIMIT UP TO 4'-0"16 4'-0" TO 8'-0" 8 8'-0" AND UP 4" Correct Alignment R1-10 Mis-Alignment (Unacceptable, Avoid These Conditions) SHEET NUMBER R2 BUILDING ANCHORAGE 1. To determine that the foundation is square, measure diagonal dimensions to be sure they are of equal length. 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor bolts against the Anchor Bolt Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start—up. AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owners designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor—rod group shall be equal to or less than 1/8 in. [3 mm]. SPECIFIED COLUMN CENTERLINE STEEL LINE STEEL LINE ±1/8' t1/4" FOAM BOARD TEMPLATE C — • I I — -�--�'- A t1/8" C -�--�- B E t1 TEMPLATE (b) The variation in dimension between the centers of adjacent anchor—rod Height groups shall be equal to or less than 1/4 in. FORM • //� [6 mm]. BOARD (c) The variation in elevation of the tops of anchor rods shall be equal to 1/2 in. [13 mm]. 1 t or less than plus or minus (d) The accumulated variation in dimension between centers of the 5 f anchor—rod groups along the column line through multiple anchor—rad / groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per f r 10000 mm], but not to exceed a total of 1 in. [25 mm] J � (e) The variation in dimension from center of any anchor—rod group to the column line through that group shall be equal to or less than 1/4 in. 5/8" [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset 3/4" dimensions shown in the structural design drawings, measured parallel and to the nearest column line, for individual columns that are shown perpendicular in the structural design drawings as offset from column lines. 1 1/16" 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing 1 7/16" surface. COLUMN 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to magnitude that is consistent with the tolerances that are specified a in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owners designated representative for construction shall conduct a survey of the as—built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owner's designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Bolt Setting Plan. All anchor bolts should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. -This will allow any necessary corrections to be made before the costly installation labor and equipment arrives. Erection GuideI R2 Feb T DIMENSIONS A, B. AND C AS GIVEN ON ANCHOR BOLT PLAN t1/2' FINI BASTE AND SHEETING STEEL LINE NOTCH 8 E D BOLTS PROJECTION OF ANCHOR BOLTS "D - GIVEN ON ANCHOR BOLT PLAN. SHEETING NOTCH SHOWN BUT NOT REQUIRED FIELD TOLERANCES H/500 MEZZANINE BEAM HEIGHT TOLERANCE SHEET NUMBER R3 Height (t) TOLERANCE 10' 1/4" 1 1 12' 5/16' 500 15' 3/8" 500 20' 1/2' 25' 5/8" 30' 3/4" 45' 1 1/16" 60' 1 7/16" COLUMN ALIGNMENTTOLERANCES MEZZANINE BEAM HEIGHT TOLERANCE SHEET NUMBER R3 SIDEWALL 1 1 500 r 500 w J500 500 L 500 1 1 1 SIDEWALL PLAN VIEW ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES Down Curb Base Length Up Hill 12" Min. Hill 6" Min. = Endlo T Purlin Line —I Indicates Roof Panel Support location AL Indicates Curb Base Support location n U = U a d c --I / file Rib Floating Panel Support 6 U U= Up Lift Plate Curb Base `a (If Required) No �o 0 JSection : "A" (Insulation when specified) The curb details shown illustrate the building manufacturers recommended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties. All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Golvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay—over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500# Roof Curbs (When not Supplied by Building Manufacturer) SUGGESTED METHOD OF PURI IN ATTACHMENT 1-4 BLDG ACCESSORIES) PURUN ROD, ANGLE "Z" PURUN OR CHAIN CLIP DO NOT INSTALL HANGER - DO NOT INSTALL PURLIN CUPS OF ANY ROD IN FLANGE OF PURLINTHEINCORRECT WAY KIND ON FLANGE OF PURLIN AS SHOWN PURLIN ANE 2 SELFGL_DRILLERS.. HANGER ROD.. \-" 11 -,// SUGGESTED METHODS **(Nat by Metal Bldg Manufacturer) An angle is self—tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sampl . calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cov r sheet for design collateral load for this building. Note: If his building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load. Roof Jack Installc profile Install Pipe ill center to allow base of rubber roof jack to lay fli Cannot enco npass more than 75% of panel. Panel profile varies **Stainless Steel Clamp **Stainless Steel ❑ Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks d not have 20—year service life and, in the case of lead hats, will cause galvanic corrosio i of the roof panels. ❑ Use EP M rubber roof jacks with an integral aluminum band bonded into the perimeter of the bas:. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber oof jacks. Retrofit rubber roof jacks are available for applications in which the top of the ripe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pip . 11 Do not se tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealant as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with 1/4"-1 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack. [I Roll do n the top of the roof jack and apply tape sealant continuously around the exposed portion f the pipe. Roll the top of the roof jack back over the tape sealant. Apply the stainles steel clamp over top of roof jack and firmly tighten to form a secure compression seal. 101 Do not 'nstall a pipe through the standing seam of the roof panel. Keep pipe penetration in center f panel to allow the base of the rubber roof jack to seal to the pan of the panel. If a pip, must be installed through a panel seam, or if the pipe diameter is so large to block the flow of water down the roof panel, you must install a "pipe curb" into the roof and the i seal the pipe curb with rubber roof jack. For pipes in which top cannot be accesse 1, a two—piece pipe curb is available. ❑ In North rn climates, protect all pipe penetrations from moving ice or snow with a snow retentio system immediately up slope from the pipe. Guide kb.1, e, Step 3 Trl—Bead Tape Sealant HW504 Roof Jack Installation **(Not by Metal Bldg Manufacturer) —Roof Jack ** Roll Top Down 1/4-14 x 7/8" Lap Tek S.D. w/Washer at 1" O.C. **Stainless Steel Clamp —Apply Tri—Bead Tape Sealant Continuously around Pipe Roof Jack** 1/4-14 x 7/8" Lap Tek S.D. w/Washer at 1" O.C. —Tri—Bead Tape Sealant HW504 —Roof Jack** 1/4-14 x 7/8" Lap Tek S.D. w/Wosher at 1" O.C. �\ NOTE: Roll roof jack up over Tri—Bead Tape Sealant and secure the clamp. Tape Se lant SHEET NUMBER R4 PRE -ERECTION NOTES: The following notes, procedures and suggested recommendations are important parts of the pre -erection process. 1.)Prior to the time the erection crew arrives, a responsible person should check the job site for foundation readiness, square, and accuracy and Anchor Rod size and location. The drawing shown below indicates a method which may be used to check the foundation and bolts for square. L4 ANCHOR 12' RODS F 0 0 F DIAGON SHOULD r a� EQUAL JF 0 0 ALS BE Measure along adjacent sides of foundation using a pair of dimensions shown. If the diagonal distance between these points is as noted, the corner is square. Diagonal measurements between opposite Anchor Rods will indicate if these bolts are set square. 2.) When .Bundles unloading ad the box boxesbuilding, have fa ))list attached each indicating thefrom contents.packing 3.) Unload and layout the building columns on the foundation. 4.) Unload the rafters onto the foundation so that they can be erected from whichever end of the building you wish to start. Your crane will move from one end of the building to the other while standing columns and hanging rafters. 5.) Layout the girts and purlins on dunnage or wood blocking around the foundation as near as possible to where they will be installed. 6.) Unload and place trim crates out of the way, since these will be the last required. 7.) Unload and place panels and insulation out of the way. NOTE: In extremely cold conditions, the vinyl facing on insulation will become brittle, requiring very careful handling. 8.) Avoid lifting panel stacks with cables, chains or other devices which could damage the panel. Upon unloading, and every morning thereafter, inspect he panel bundles for moisture between the panels. This is especially import mant with galvalume or galvanized panels. The panel finish must be protected at all times before and during erection to preserve the appearance and function of the panels. t and 9) itemsrsuche so tubebxes shoud coulkingeand tlockset ected from Store eefmas is awayufromespecially LAYOUT OF BUILDING COMPONENT ® SCkEWS 7 Q RAMP O 2 1. Girts, Eave Struts and Purlins 2. End Frames and Endpost 3. Main Frames 4. Clips, Bolts, Screws, ETC. 5. Endwall Girts GENERAL ERECTION NOTES MASTIC SEALANT Proper mastic application is critical to the weather tightness of a building. Mastic 1.) All clips, flange races, bolts, bracing systems, ETC. must be installed as should not be stretched when installed. Apply only to clean, dry surfaces. Keep shown on erecti n drawings. only enough mastic on the roof that can be installed in a day. During warm 2.) It is extremely i portant, especially during construction, that panels at the weather, store mastic in a cool dry place. During cold weather (below 60`) p mastic must be kept warm (60°-90°) until application. After mastic has been eaves, rakes on ridges be kept secure. applied, keep protective paper in place until panel is ready to be installed. 3.) Column bases ust not be lag screwed or "RED HEADED" to concrete unless IMPORTANT NOTE: specified on ere tion drawings for the building. All details, recomFFlendations and suggestions contained in the ERECTION GUIDE 4.) Tighten column ind brace rods/cables (exterior and interior) before onion of this dr@wings set are for general guidelines only, and not meant to be tightening roof ds/cables. Roof rods/cables are tightened from save to peak. all-inclusive. Industry accepted installation practices with regard to all areas not 5.) High strength b Its (A325) must be used where specified. specifically discussed in this section should be followed. Only experienced, knowledgeable installers familiar with accepted practices should be used to assure a quality project. 1.) Layout primary and secondary framing around the slab as shown. 2.) Place components and crates on the slab or on wood blocking to prevent contact with the ground. 3.) Block one end of components higher than other end to allow drainage of rain water. 4.) Leave one end of the building open for erection equipment access. 5.) Construct temporary ramp of timbers from grade to slab to prevent damage to concrete edge from equipment traffic.. 6.) Install clips and flange braces onto columns and rafters before these members are in the air. Clip and flange brace locations are shown on erection drawings. Erection Guide .0 R3 1.) It is the respo sibility of the erector to maintain stability of the structure during all stages o erection, particularly when left overnight. 2.) Temporary sup orts, such as temporary guys, braces or other elements shall be the total and c mplete responsibility of the erector. The temporary supports required shall be d termined and furnished by the erector. 3.) Temporary con ruction supports shall be provided wherever necessary to accommodate all c nstruction loads to which the structure may be subjected, left in place as to g as may be required for safety. PANEL CAUTIONS AND NOTES TO minimize the contractor otmu ( assure thaof lve t thecfollowngon at he bottom procedueseare folloe of wed: 1.) 1.) The concrete fo ndation should be cured for a minimum of seven (7) days before wall pan Is are installed. (un -cured concrete is highly alkaline and metal panels ca undergo varying degrees of corrosive attack when in direct contact with the concrete.) After the first week of the curing cycle, the reaction between metallic coatings on steel and the concrete Is essentially halted. CLEAN DIRTFROM WALL PANEL AROUND PANEL BASE PANEL NOTCH FOUNDATION (SHOWN) OR-\ BASE TRIM °' a 21 a SL PE FINISH GRADE MIN. AWA FROM BUILDING 2.) Top of finish gr de at building to be a minimum of four (4) inches below bottom of panel 3.) Finish grade is a slope away from building to insure proper drainage. 4.) Upon completio of finish grading, all dirt is to be cleaned from around base of wall panel w ere it may have collected in panel notch or on base trim. FASTENER INSTALLATION Correct fastener ins ollation is one of the most critical steps when installing roof/wall panels. Dr a the fastener in until it is tight and the washer is firmly seated. Do not ove rive fasteners. A slight extrusion of neoprene around the washer is a good v sual tightness check. Always use the pro er tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-20 0 should be used for self -drilling screws. A 500-600 RPM fastener driver shou d be used for self -tapping screws. Discard worn sockets, these can cause th fastener to wobble during installation. CORRECT DEGREE TIGHTNESS OF TOO TIGHT SEALANT SQUEEZED TOO THIN TOO LOOSE SEALANT IS NOT NOTE SLIGHT OFEXTRUDES OND CO SED TO SEEAALANTIRC FASTENER HEAD FORMSSEAL NOTE: Always remoWe metal filings from surface of panels at the end of each work period. Rustin) filings can destroy the paint finish and void any warranty. It is emphasized that the Manufacturer is only a manufacturer of metal building components and ii�i not engaged in the installation of its products. Opinions expressed by the Manufacturer about installation practices noted in the ERECTION GUIDE are intended to represent only a guide as to the sequencing and how the components could be assembled to create a building. Both the quality and safety of installation and the ultimate customer satisfaction with the completed building are determined by the experience, expertise, and skills of the installation crews, as well as the equipment available for handling the materials. Actual installation operations, techniques and site conditions are beyond the Manufacturers control. SHEET NUMBER R5 STEP 1• ERECT FIRST BAY WALL FRAMING EAVE STRUT END FRAME RAFTER END POS CORNER NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. 1A: Determine from erection drawings furnished with the building the location of the first braced bay. Framing for this bay will be erected first. 1 B: Stand adjacent primary frame column and corner column over the anchor rods. Shim or chip out under the base plate if required to ensure that the base is level, at the correct elevation, and is in full contact with the foundation. Plumb and align the columns and install washers and nuts onto the Anchor Rods. NOTE: The end frame may be a bearing frame with the rafter supported by end pposts, or a rigid frame with the rafter self—supporting, and not attached to the end posts. The procedure shown is for a bearing frame. If the building has a rigid end frame, it is erected the same as interior frames as described in steps 1 and 2. 1C: Attach wall girts to the primary frame column and corner column. Bolt girts to the corner column with two bolts. Bolt girt to primary frame column with one bolt through the column flange and secure bolt with sub—nut (see detail on erection drawings). 1 D: Install the eave strut by bolting to the top of the columns. Refer to the erection drawings and attach column flange brace where shown. Flange braces may berequired on one or both sides of the columns. If a flange brace connects to a girt in the adjacent bay, that brace will be bolted to the girt after the adjacent bay girts are installed. NOTE: As wall girts are installed around the building, framing for factory located framed openings and accessory framing to which the girts attach should be installed. Field located accessory framing may be installed at the same time as girts or at a later time. 1 E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at this time but do not tighten completely until the bay is plumbed. 1 F: Repeat steps 1B thru 1E for wall framing on the opposite side of the building. 1G: Attach clips to the end posts and stand these posts over the Anchor Rods. follow the procedure as described for corner columns in step 1B. 1 H: Bolt required clips and flange braces to the end frame rafter sections and lift into place atop the end posts. Bolt rafter sections to corner column and end post cap plates. Bolt rafter sections together at peak. STEP 2: ERECT FIRST BAY ROOF FRAMING NOTE PURLINS It is the responsibility of the erector to provide temporary erection bracing until the PRIMARY FRAME structure is completed. RAFTER W25 WE / / II-LTEMPORARY ERECTION BRACING FRAME END POST Erection Guide 6aV. 122 CAUTION Until raftrs are bolted in place with purlins and flange braces installed, they are easily da aged by incorrect or careless handling procedures. Use extreme caution when lifts g rafters. Two booms should be used to lift any pinched rafter section 80 feet more in length. STEP 4: ERECT REMAINING STRUCTURAL FRAMING NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. PURLINS—\ 2A: Bolt Irimary frame rafter together at peak connection (unless rafter length EAVE STRUT requir s lifting in sections). Attach the required clips and flange braces to the rafter before lifting since these items are more easily installed on the ground. Lift r fter into place between sidewall columns and install bolts in rafter to colum knee connections. 2B: Install end bay purlins from end frame rafter to the first interior frame rafter. The end bay purlins will overlap the interior bay purlins at the frame GIRT as de!llcribed in step 1C. Complete flange brace connection to purlins. 2C: Install roof bracing systems but do not tighten completely until the bay is PRIMARY FRAME 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and v LTEMPORARY ERECTION BRACING the ro f bracing working from eave to peak. Tighten any remaining bolts. EN FRAME Plumbs gg and aligning a total structural system begins with the first braced bay EN BRACING and c ntinues through completion. Accurate alignment of the first bay is POST essent al for correct alignment of succeeding bays. The installer is responsible for choosi g the best method suited for plumbing and aligning the structural system. Starting at the opposite end of the first bay erected, install the remaining 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY interior frames, girts, purlins, eave struts, bracing, end frames and end posts TEP using the procedures described in the preceding steps: Be sure all wall girts, NOTE roof purlins and flange braces as shown on the erection drawings are installed. Constant checks should be made to ensure the building is square, plumb and It is the responsibility of the aligned. ENDBA erector to provide temporary PURLI erection bracing until the structure is completed. All X—Bracing should be checked that it is installed to a taut condition i with all slack removed. Do not tighten beyond this state. END -TEMPORARY ERECTION BRACING BAY GIRT ENDWALL— COLUMN GIRT 3A: After nd frame is plumb and square, install endwall girts and flange braces for en post if required. 3B: Attach wall girts to the primary frame columns (see step 1C). 3C: Install eave struts (see step 1D). 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafterflange in the same manner as girts to column flanges (see step 1C). conne t flange braces to purlins. 3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts pnd bracing. SHEET NUMBER R6 CTFP 5: INSTALL SIDEWALL PANELS NOT It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. This bracing is to remain in place until all roof and wall panels are installed. LOCKING T ALIGNMENT 5A: Before installing wall panels, the girts must be aligned to a level position so that there is no visible sag. This should be done directly ahead of panel installation. Girt leveling may be accomplished by standing a section of gable angle vertically against the outside girt flanges at approximate mid—bay location. When girts are level, attach the girt flanges to the angle with vise grip pliers or temporary screws. Wood blocking cut to fit the spaces may also be used for alignment. NOTE: Temporary girt blocking is not recommended on concealed fastener panels. The removal of the blocks after panel installation can cause oil canning. LOCKING NOTE: WaII panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. CONTACT TAPE INSULATION SIDEWALL INSULATION BASE ANGLE/TRIM MUST MEET ENDWALL INSULATION TO SEAL THE CORNER CONTACT TAPE 58: If walls are to be insulated, place a continuous run of contact tape along the eave strut and base member. N=: At the base cut off the insulation a minimum of 1/2" above the bottom of tine wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. Roof Panel Double Faced Tap (Not by manufacturer) (Not by manufacturer) to be used to secur Note: insulation. Trim insulation and turn vinyl back Insulation must not be exposed to weather. Wall Panel Insulation (Not by manufacturer) Fiberglass Insulation Vapor Barrier to to OUTSIDE of INSIDE of Building Building Eave Detail (See Erection Drawings) Insulation (Not by manufacturer) Wall Panel ole: (�Finished Floor Trim insulation and turn vinyl back Insulation must not be exposed to weather. Base Detail (See Erection Drawings) Starting at a building corner, attach the first piece of blanket insulation to the contact tape on the save strut. Pull tight and adhere to tape at the base. It is recommended that insulation not be installed more than 6 feet ahead of panels. Erection Guide hian '12 5C: Newall panels should be installed so that the panel sidelop is in a direction away from the prevailing wind. (refer to appropriate lap detail included with erecti n drawings.) 5D: 5E: or d ra all remaining sidewall insulation and panels, being careful to maintain panel coverage. It is suggested that the foundation be marked in its of panel width to allow visual checking of panel coverage as installation Check periodically to ensure that all panels are aligned and plumb. the finishing corner of a sidewall, the last panel may required additional lap ming for installation of corner trim refer to the details in the erection PRE—DRILI TEMPLATE SHEET STACKED SHEE TO BE DRILLED KEEP END OF PANELS ALIGNED Screw Alignment Panel (Through Fastened Panel Only) drilling panels, it is important to clean metal filings off all panel surfaces, Ing between panels that are not installed that day, to avoid rust stains. ENDWALL PANELS STEP 6: INSTALL ENDWALL PANELS 6A: Install gable angles/supports onto the ends of purlins and eave struts. This angle is to butt—up to each other or is spliced as required except at expansion joints where a one inch gap is maintained between ends of adjacent sections to allow for expansion. Gable angle splices may occur on or between purlins and the angle must be attached to each purlin and the eave strut. NOTE: Wall panel type and installation details will vary. Refer to the erection drawings and details for the specific panel used for your building. PURLIN NOTE Detail shown for ribbed roof panel END FRA only. For standing seam rake and RAFTER GABLE AN gable angle installation, see 7'' erection details. AT EXPANSION JOINT TYPICAL Jr EAVE STRUT BUTT LAP CONDITION 6B: See erection drawings sheeting layouts for panel starting dimensions, panel trim locations, and lap locations. TRIM DIMENSION IS MEASURED FROM CENTER TRIM OF FIRST MAJOR RIB. GABLE ANGLE "'""'" CONTACT TAPE SAVE STRUT ENDWALL GIRT WOOD BLOCKIN BASE ANGLE/TRI CONTACT TAPE INSULATION FVOt,. CNPv� 6C: Align and level girls on endwall. 6D: If the walls are to be insulated, place a continuous run of contact tape along the gable angle and base member. Starting at the corner of the endwall, attach the first piece of insulation to the contact tape on the gable angle, Pull tight and adhere to tape at the base. Cut off excess insulation. It Is recommended that insulation not be installed more than 6 feet ahead of panels. NOTE: At the base cut off the insulation a minimum of 1/2 inch above the bottom of the wall panel. This will prevent the insulation from hanging below the wall panel and wicking moisture. 6E: Start at the corner, trim panel (if required) and set in place. Refer to corner details in the erection drawings for the panel starting distance from the corner, When the panel is located and plumb, install fasteners. 6F: Install remaining endwall insulation and panels, being careful to maintain the correct panel coverage as suggested in step 5D. 6G: Install corner trim. SHEET NUMBER R7 STEP 7: INSTALL ROOF PANELS 7A: Install eave trim over top of sidewall panels and eave struts with fasteners per erection drawings eave detail. 7B: If the roof is insulated, place a continuous run of contact tape along top of eave struts at both sidewalls. Lay a starter roll of blanket insulation from eave to eave across roof and secure to contact tape. (refer to packing list for width of insulation starter roll) It is recommended that insulation be installed no more than 6 feet ahead of panels. NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of the ridge of a building be sheeted simultaneously. This will keep the insulation covered for the maximum amount of time and the panel ribs can be kept in proper alignment for the ridge panel. This is critical on the "PBR" panels so that the ridge caps can be properly installed. Check for proper coverage as the sheeting progresses. Note panel—sheeting sequence below! 7C: Install the first run of roof panels across the building from eave to eave, or eave to ridge. To allow proper installation of rake trim, the starting location for the first panel must be as shown in rake details included with the erection drawings. When the first run is properly located and aligned with the correct endlaps and eave overhang, fasten to purlins. Roof panels should be installed so that the sidelap is in a direction away from the prevailing wind. Refer to appropriate lap detail. 7D: Install remaining roof insulation and panels. To avoid accumulative error due to panel coverage gain or loss, properlyy align each panel before it is fastened. Occasional checks should be made to ensure that correct panel coverage is maintained. Special attention should be given to fastener, mastic and closure requirements. Refer to details with erection drawings. 7E: At finishing end of roof, the last panels may require field modification for FASTENEDn of r SHErrim. Refer to rake details. DO NOT BACK LAP THROUGH NOTE: Roof panel types and installation requirements will vary. Refer to the appropriate details for the specific panel used. IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC.. must be removed from roof to guard against corrosion. NOTE It is the responsibility of the erector to provide temporary erection bracing until the structure is completed. This bracing is to remain in place until all roof and wall panels are installed. LOCKING T ALIGNMENT STEP ON LIGHT TRANSMITTING PANELS, TRANSLUCENT PANELS, OR VDED ROOF PANELS. Panels May Collapse If Not Properly Secured! Roof panels must be completely attached to the purlins and to panels on ether side before they can be a safe walking surface. Light tran mitting panels or translucent panels can never be considered as a walki q surface. Partially attached or unattached panels should never be walked on! Do Not: 1. Step on rib at edge of panel. 2. Step near crease in rib at edge of panel. 3. Step within 5 feet of edge on unsecured panel. A sh gle roof panel must never be used as a work platform. An OSHA appr ived runway should be used for work platforms! (Consult OSHA Safe and Health Regulations for the Construction Industry). Safety First! r*KE STEP 8: INSTALL TRIM AND ACCESSORIES OA: Install rake trim and gable closure. 8B: If included with the building, install the eave gutter, corner closures and downspouts. NQIE:Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against corrosion. $C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to the appropriate details for installation instructions. 1MMPORTANT: Remove debris from roof and wall surfaces during installation and after. Clean surface of sheeting as required to remove smudges and touch—up any minor/mild scratches with color match touch—up paint. 1 SHEET NUMBER R8 GENERAL NOTES SHOWON THIS DRAWING WERE SIZED BASED UPON THE GRAVITY & WIND 1. THE FOOTINGS &FOUNDATION S LOADS THAT WERE SHOWN ON THE PRE-ENGINEERED METAL BUILDING PLANS BY ALLIED BUILDINGS, DATED NOVEMBER 11, 2017 AND SIGNED & SEALED BY S. HARLEY DAVIDSON (FLORIDA P.E. NO. 38305). ALLISON ENGINEERING SERVICES, PLLC IS NOT RESPONSIBLE FOR THE ACCURACY OF THE LOADS OR ERRORS THAT MAY HAVE BEEN MADE IN DETERMINING THEIR MAGNITUDES. 2. REFER TO THE METAL BUILDING MFG. PLANS FOR ALL ANCHOR BOLT & BASE PLATE LAYOUTS AND LOCATIONS. DESIGN SPECIFICATIONS: DESIGN CODE: 2014 FLORIDA BUILDING CODE (5th EDITION) BASIC WIND SPEED: 130 MPH (ULT.) RISK CATEGORY: II OCCUPANCY: UTILITY AND MISCELLANEOUS GROUP U WIND EXPOSURE: C DESIGN LIVE LOADS: SEE LOADS SHOWN ON METAL BUILD. MFG. PLANS SOILS: ASSUMED MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. WE RECOMMEND THAT THE CONTRACTOR PROVIDE TO THE E.O.R. A REPORT OF THE SUBSURFACE SOIL CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE FOUNDATIONS SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS AND ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-0" BELOW THE BOTTOM OF THE FOOTINGS. 0 in #5 HAIRPIN (TYP.) D 20'-0" I CF I FOOTINGS AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THES PLANS. WELDED WIRE REINFORCING (WWR): SHALL BE ASTM A185, FURNISH IN FLAT SHEETS. THE BOTTOM OF AL_ NEW FOOTINGS SHALL BE MIN. 12" BELOW THE TOP OF THE SURROUNDING UNDISTURBED FINISHED GRADE. CONCRETE: CAST -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 D S. FOOTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL CODES. SLAB ON GRADE UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POU ED OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHALL BE PREPARED FOR TERMITE PREVENTION PRIOR TO POURING. 6x6 W1.4xW1.4 WWR TO BE PLACED IN THE CENTER OF THE SLAB. WWR SHALL BE LAPP 'D 8". STEEL REINFORCEMENT: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND CONCRETE: REINFORCEMENT SHALL BE LAPPED FOR 36 BAR DIAMETERS OR 30", WHICHEVER IS GREAT R. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING D AILS & ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSOf IES DURING PLACING OF CONCRETE. ANCHOR BOLTS: ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F 1554 GRADE 36. WASHERS SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36. NUTS SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCT (DUAL CARTRIDGE INSTALLATION ONLY): * SIMPSON STRONG -TIE CO., PRODUCT: SET -XP FOLLOW ADHESIVE MFG. GUIDELINES FOR ANCHOR BOLT HOLE SIZE &PRF -CLEANING OF EPDXY ANCHOR HOLES AND INSTALLATION PROCEDURES. 2 I I I 50'-0" II ,„ 1 10'-0" 201-011 I I I I 73 7 (- F3 I I I I I I I I I I F6 F6 I 6'-0„ I SLAB CONTRACTION JOINTS AND/OR CONSTRUCTION JOINTS PER CONTRACTOR (TYP.) F5 L----�-, 3 -o I I I I F3 F3 J L _ I o �Q I 40 I I o L CF J --------- --� Al B11 n,P. #5 HAIRPIN TYP. (TYP.) 2 3 FOUNDA TION L 0L/NETYPEKEY SCALE: 3/8" CONCRETE — — — — — - CONCRETE FOOTING 4" CONC. SLAB REINF. W WWR MARK FTG. SIZE & REINF. FROM "CF" 6x6-W1.4xW1.4 REINF. 0 ER 6 FTG. w/(2) #5 BARS CF CONTINUOUS BOTT. w/30" LAP AROUND CORNERS ARRIER OFILL VE CLEAN FTG. w/(3) #5 F3 BARSEA. WAY TOP COMPACTED BREATED 0 5' -0"x5' -0"x2'-0" DEEP FTG. w/(5) #5 F5 L & BOTT. ----� TG. #5 F6 i NG Q W �I —1 LJ I ,P) W 6 F6 C U --------� r------ --� � " 3 -o I I I I F3 F3 J L _ I o �Q I 40 I I o L CF J --------- --� Al B11 n,P. #5 HAIRPIN TYP. (TYP.) 2 3 FOUNDA TION L 0L/NETYPEKEY SCALE: 3/8" CONCRETE — — — — — - CONCRETE FOOTING SAW CUT SLAB WITHIN 8 HOURS OF CONCRETE PLACEMENT SAW CUT CONCRETE SLAB 0.25d d SAWED CONTRACTION JOINT DETAIL Old CONCRETE SLAB 0.25d d d° G° d ^ a a 1:4 SLOPE CONSTRUCTION JOINT DETAIL CONCRETE SLAB CONTRACTION CONSTRUCTION JOINT DETAILS C1 SCALE: 1 "=1 '-0 WALL SYSTEM CONNECTION FTG. PER MET BUILD. MI EXIST. GRADE CX FOOTING DETAIL DETAIL COL. PER METAL BUILD. MFG. VERIFY w/METAL FOOTING TABLE MFG. MARK FTG. SIZE & REINF. FROM "CF" 1'-0"xCONTINUOUSx1'-8" DEEP FTG. w/(2) #5 BARS CF CONTINUOUS BOTT. w/30" LAP AROUND CORNERS W '-0" " 3'-0'1x3 -0 x1 -8 DEEP FTG. w/(3) #5 F3 BARSEA. WAY TOP & BOTT. 0 5' -0"x5' -0"x2'-0" DEEP FTG. w/(5) #5 F5 BARS EA. WAY TOP & BOTT. 6' -0"x6' -0"x2'-0" DEEP FTG. w/(6) #5 F6 BARS EA. WAY TOP & BOTT. Q SAW CUT SLAB WITHIN 8 HOURS OF CONCRETE PLACEMENT SAW CUT CONCRETE SLAB 0.25d d SAWED CONTRACTION JOINT DETAIL Old CONCRETE SLAB 0.25d d d° G° d ^ a a 1:4 SLOPE CONSTRUCTION JOINT DETAIL CONCRETE SLAB CONTRACTION CONSTRUCTION JOINT DETAILS C1 SCALE: 1 "=1 '-0 WALL SYSTEM CONNECTION FTG. PER MET BUILD. MI EXIST. GRADE CX FOOTING DETAIL DETAIL COL. PER METAL BUILD. MFG. VERIFY w/METAL BUILD. MFG. REINFORCEMENT 5/8" FROM "CF" FTG. TO RUN Z THRU COL. 0 FTG. W EXIST. GRADE z Q 0 w Li Qz8d W z CONCRETE FTG. SEE FOOTING TABLE FOR SIZE & REINF. NCRETE SLAB, PLAN FG. 2) #5 BARS CONTINUOUS BOTT. w/30" LAP AROUND CORNERS . B1 CALE: 1 /2" = 1'-O" REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS nn/ AND CONDITIONS REVIEWED BY:_,�DATE: 6 2 `� BASE PLATE & ANCHOR BOLT DIA. ®�"��I�� CO PER METAL BUILDING MFG. FOOTIING DETAIL DETAIL DBL. NUT w/j"x3"x3" PLATE WASHER (TYP.) SCALE: CONCRETE SLAB, SEE PLAN —x DRAPE WWR INTO FTG. HAIRPIN REINF. SEE PLAN ANCHOR BOLT DIA. "de" _ 3/4" 16" 5/8" 12" 7 a rw la ALLISON ENGINEERING SERVICES, PLLC P.O. BOX 8222 JACKSONVILLE, FL 32239-0222 (904)708-0966 FLORIDA COA # 31833 La nj _- `• Lam` a .-' Q� - REVISIONS NO. DATE DESIGNED/DRAWN BY: JAA DATE: 12.13.17 PROJECT N0. 17-1113 S-7 z Z Q 0 0 W Z Q 0 Qz8d CC) LJ 0 � Q W —1 LJ I W C U � WCN W z�L�Lj� QD z� LLJ W U o cl Lij c W � O O LL- I— � Q Q W z O 0 z DESIGNED/DRAWN BY: JAA DATE: 12.13.17 PROJECT N0. 17-1113 S-7 Z Q 0 0 W Z Q 0 Qz8d LJ 0 � Q W —1 I DESIGNED/DRAWN BY: JAA DATE: 12.13.17 PROJECT N0. 17-1113 S-7