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HomeMy WebLinkAboutAPPROVED Building 5 Plans (APPROVED) KIRBY --a 1-:11 BUILDING Letter Of Transmittal SYSTEMS P. O. Box 390 • Portland, TN 37148 • P 615-325-4165 F 800-231-3460 To: PROCTOR CONSTRUCTION CO. Date: 2050 US HIGHWAY 1 KBS Job No: K2080081A VERO BEACH, FL 32960 Project: Al-TRUSS STORAGE#5 v Attn: JOHN GRANATH (772) 234-8164 Enclosed are the following items: QTY QTY DESCRIPTION 11 x 17 24 x 36 Sheet No.(s) Issue Seal Qt ❑ Anchor Bolt Plan ❑ Permit Drawings ❑ Approval Drawings 0 Erection Drawings 3 CVR, C1, El-E4 0 3 F Erection Details 13 D1-D3 0 ❑ Trim Profiles El QTY Q Bill Of Materials List 1-14 0 Column Reactions ❑ Design Calculations For—— AN --r- t I Ship Via: E] UPS Ground ❑ US Mail ❑ UPS Overnight 2 EMAIL Your Attention is directed to the following: 0 The above prints have been approved for construction ❑.r Engineering has been completed.The job has been released for fabrication. ❑ The above prints are for obtaining the building permit ❑ Final detailing and fabrication have been scheduled. Changes or alterations to the building will cause the schedule and price to be subject to change. ❑ Final detailing and fabrication have not been scheduled. Changes or alterations to the building will cause the price to be subject to change. ❑ The above prints are issued for your approval. ❑ Final detailing and fabrication have not been scheduled. Changes or alterations to the building will cause the price to be subject to change. Your price is protected based on the must ship date shown on the order contract. Please return the approved drawings no later than If the drawings are not returned by this date, the price will be subject to change. ❑ Final detailing and fabrication have been scheduled. Changes or alterations to the building will cause the schedule and price to be subject to change. The approved drawings must be returned with no changes, no later than . If the drawings are not returned by this date, the schedule and price will be subject to change. ❑ The above documents have been revised. Please destroy previous issues. El DETAILER: JCR Sincerely, CHECKER: RAR Kristy Amann kristy.amann@kirbybuildingsystems.com 615-745-6035 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION WILD LENGTH PUNCHING REMARKS UNIT WT I TOTAL WT I _ _ NUMBER [ [ 1NSP r - RFE-_ - - T_6-7 FRAME T 16-01-03 r--�� ^--- T954.25 r5,725.501 ICOL �[ r - - I - iGP -r� i 00-00i --------- -----RFR- B WrI78498 4,709,88[RAF � [ TOTAL WEIGHT THIS GROUP: 10,435.38 [ [GROUP NUMBER: 1 1 REV# DATE [ DFTICHK [JOB NUMBER r # I I IK2080081A_JCR_TE I I I IK I I GALVANIZED SECONDARY I I I r IDR;JCR I I I I I I I I I I r ICK:RAR [ [ [ r [IN:JCR IBOMSNET ID: K2080081A [ [ [ r [DATE: 30-Jul-2020 [ 7/30/2020 2:09:56 PM PAGE: 1 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH I PUNCHING I REMARKS I UNIT WT I TOTAL WT NUMBER ! I INSP I I I I I I -------- _..._...- r - - E2 - - 4 GZ r8S48231110NN1 8"LOWIHIGH 23-11-10 F3:00-01-06 F2: 01-05-04 102.39 409.56 I I I ISIDE ES EQUAL I I F4:22-06-06 F1: 23-10-04 I I I I I ILEGS I I I I r E3 6 GZ rE8S48231112NN1 8"LOW/HIGH 23-11-12 F2: 00-01-06 F1: 23-10-06 ---- 102.44 614.64 I I I ISIDE ES EQUAL I I I I I l I [LEGS I I I I C MAR-0 -- -- -- -- I I - GZ RAKE 4 � --_^--- --- ---W- � 2.I I 13056 -L - - - - - - - - - - - - - I . - . . - - - - - - - - - - - . . . . - - - -- - - - TOTAL WEIGHT THIS GROUP: 1,154.76 GROUP NUMBER:2 REV# DATE DFT/CHK JOB NUMBER I I IK2080081A_JCR_TE I I I IK I I GALVANIZED SECONDARY I I I IDR:JCR I I ! I I I I I I I i ICK:RAR IIN:JCR 'BOMSNET ID: K2080081A DATE: 30-Jul-2020 7/30/2020 2:09:56 PM PAGE: 2 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH I PUNCHING I REMARKS UNIT WT TOTAL WT I I __I _ I __NUMBER _ [ __ I INSP I ____I I 10 i GZ P8Z28261112EH 8"ZEE � T{- 26-11-12 T 127�.81 1,278.10� 10 fGZ I PSZ28261112HE I8"ZEE - -- i 26-11-12 ---------- --------- 121 781 I 1278.0 I - --- i -, --------- --------- I 779,67 � 796.70G PZ6270900FF 10 0 11 - - -P4 - t 10 "GZ -I P8Z68281008FH IS"ZEE --- i 281 OB i ------ --r W r� �� I 8� 2.90 829.00 - -P 3 - - - t 10 GZ I P8Z68281008 H F 18"ZEE -- - i 28-10-08 ^--- --------- I 82.90 ! 829.00 - -- - - - - - i - - � - -e _ .�. _... .... ..._ .... ._. ... --L - - - - - - 1. - _.. ..... .... .... .,.,. .... .. - - - - - - - - - - - L - - - � - - - � TOTAL WEIGHT THIS GROUP: 5,010,90 GROUP NUMBER: 3 REV# DATE I DFTICHK JOB NUMBER 1 1 14 1 I 1 IK2080081A_JCR_TE I I I IK I GALVANIZED SECONDARY I I IDR:JCR I ! ! I ICK:RAR I 1 1 1 IIN:JCR IBOMSNET ID: K2080081A 1 1 1 IDATE: 30-Jul-2020 7/30/2020 2:09:56 PM PAGE: 3 OF 9 PART NUMBER QTY COLR REFERENCE DESCRIPTION WLD LENGTH PUNCHING REMARKS UNIT WT TOTAL WT I I I I r NUMBER I INSP I I GZ -rNF_H0014 FLANGE BRACE 0 I ------r- 1 __ I 2FB2- - - 12 - - 6.51 78 I I I I 1SPECIAL LENGTH ILG I I I I r - FB1- - - 12 GZ C NFBH040206 FLANGE BRACE 04-02-06 7.30 87.60 I I r - - .. - - - - - - - - - - - - - - 1SPECIAL LENGTH ILG 71.. I- � l - -2BR102803 $ GP BR1 BRACE ROD-', Ti (ASTM- 030 0 - ... 228.56 - _ C . . . . .. _ . . - - - - - - - - - - - - - - - - - �- I TOTAL WEIGHT THIS GROUP: 394.28 GROUP NUMBER:4 REV# DATE DFT/CHK JOB NUMBER IFBBL: 0 FBBH: 0 PB: 0 SA014D: 0 SA014E: 0 SA014F: 0 SA014G: 0 SA014H: 0 1 ICB08: 0 CB10: 0 CB12: 0 CB14: 0 CB16: 0 SR: 0 BR: I IK2080081A_JCR_TE I 1 I IK I I GALVANIZED SECONDARY I I I r I DR:JCR I f I I i ICK:RAR I IIN:JCR BOMSNET ID: K2080081A DATE: 30-Jul-2020 7/30/2020 2:09:56 PM PAGE:4 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION WLD LENGTH PUNCHING REMARKS UNIT WT I TOTAL WT I I I NUMBER IN SP PP0030000ZA66 40 A T- I __-__IK r__ r-------i I ---------- T 8.58-i 343.20 -- - _....,...._...,,........-..--- �KR2A140410ZAfi t 80 i A I IKIRBY RIB II - j - [4-04-10 - f 39.27 1 3,141.60� r - - L_ ....I. ..... .... ..... .... ...... .... .... t .,.,.. - - - - - -'- - - - - - - i - - - - - - ... ... ..,.. . - - - - - - - - - L - - - y - _ TOTAL WEIGHT THIS GROUP: 3,484.80 'GROUP NUMBER:5 REV# DATE I 'DFT'CHK JOB NUMBER I I IK2080081A JCR TE I I I IK - - I GALVANIZED SECONDARY I I I r 1DR:JCR I I ( I I ICK:RAR I IIN:JCR IBOMSNET ID: K2080081A I I I 'DATE: 30-Jul-2020 I 7/30/2020 2:09:56 PM PAGE: 5 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH I PUNCHING REMARKS UNIT WT TOTAL WT I I I NUMBER I ______ I INSP I _I _ _ _ 1 CAA121 EG- - - 7-8-7 G -F---.-.---.-r OV ER TRIM 8.0-T- 10-01 00 I-------W-- � 9.88 � 79.04 I 1 I IPURLINS(0:12) �1 L - CAC121EG t 25EG COVER TRIM 8.0 I 10 01 0-1:1�� --------- --------- I 9I 88 r 247.00 I I 1 I IPURLINS (1:12) DBAO IEG- - - 56 EG - -------- DOWNSPOUT -r 00-06-08 "" ---------- 0.03 1.68 I I I ISTRAPBRACKET r DPA01 EG- - - 56 EG DOWNSPOUT- I - 00-10-04 0.08 I 4.48 I I 1 I I STRAP I rGEG181EG 4- G KR SMALL EAVE� 15-01-00 i ------- I 18.48 1 73.92 I I �1� I (GUTTER rGEG241EG - - 10 IEG KR SMALL EAVE� 20-01-00 --------^- --------- I 2I 337 233.70 I I 1 [ IGUTTER - GEGCLEG 2 EG ------- GEG GUTTER 00-07-00 ------ - ---- 0,26 0.52 I I f IEND CAP (LEFT) I I I I r GEGCREG 2 EG -r - - - - - - - GEG GUTTER 00-07-00 0.26 0.52 END CAP (RIGHT))tI- I I I GFR241 EG 4 11 EG -1 1 TRIM E FASCIA -i- 20-01-00 I ----W----- - ---- I 24.60 1 98.40 PFR0IEG - - - 2- EG - GABLE FASCIA I 03-02-05 �---------- --------- I 4I 8.20 I I 1 I I BOX'R'(1:12) ---- CLH101 EG 24 EG I I CLOSURE TRIM i - 10-03-00 i COLOR MUST BE EG, I 5.97 1 143.28 - -- -- - __ - __ . --^------- ----- --- DSBI4EG - - - 32 EG -1 (DOWNSPOUT �- 14-00-00 I 18.62 1 595.84 --------- DSE0IEG- - - 8- EG DOWNSPOUT 00-11-01 t-----T--- I 1,40 1 11.20 I I I 1 1 ELBOW r - - - - - - - L J- - -L - - - - - - - f __ - - - - - - i - - - - .... .... ..... ...... - - - - - - - - - - - - L - - - 'GROUP NUMBER: 6 REV# I DATE I DFTICHK IJOB NUMBER I I I IK2080081A_JCR_TE I I IK I GALVANIZED SECONDARY I I 1 ` IDR:JCR I I I I 1 I f I I I 1 i ICK:RAR I I IIN:JCR BOMSNET ID: K2080081A I DATE: 30-Jul-2020 7/30/2020 2:09:56 PM PAGE: 6 OF 9 PART NUMBER I QTY ICOLRJ REFERENCE I DESCRIPTION WILD LENGTH PUNCHING I REMARKS UNIT WT TOTAL WT I _ _ I __I _ I NUMBER I I INSP r DSE02EG - - T- 16 AEG -� --- DOWNSPOUT T 00-11-01 r---------- T 1.40 I 22.40 I [ I I ELBOW GTS01ZA - - - 82 ZA -� GUTTER STRAP 01-00-00 ---------- --------- I 0I 23 I 18.$6 L - - - - - - - - - - - - - ..... - - - - - - L - - - � - � ' I TOTAL WEIGHT THIS GROUP: 1,539.04 'GROUP NUMBER: 6 REV# DATE I DFTICHK IJOB NUMBER ' r # I I IK2080081A_JCR_TE I f IK I GALVANIZED SECONDARY I I I rDR:JCR i I I I ] I I 1 I I r ICK:RAR [ r IIN:JCR IBOMSNET ID: K2080081A I I I 'DATE: 30-Jul-2020 7/30/2020 2:09:56 PM PAGE: 7 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH I PUNCHING REMARKS I UNITWT I TOTALWT NUMBER I F- - - - - - - - — � G8�OO / 4SQ / / | 2Q.O4 | | � '- �' -- | �- - - - - - - - � - - 4- - - - - � ' �0881 ' 449 / / | 8O.82 ' | | � '- '' � ' � � --- | FT Bolt GV _ � ' QU803 ' 4� / / | 1U.78 ' | | } '- ''- � --- | FT Bolt GV | 1.28 ' | | � -- � - � � � -- | Washer ' H0209 ' 49 / / | 1�QO ' | | � '- � -- | Washer ' H0310 ' 49 / / | 5�88 ' | | � -- � ' -- | _ _ _ � _ _ �� _ ' Grade C Nut H041O ' 10 / / | 2�O8 ' | | � -- � ' -- | ' H0610 ' 49 / / |Grade A Nut 1Q�U ' | | � -- '- ' � � --- | FT Bolt �- _ _ _ _ _ _ _ � _ _ _ ' H082��P ' 1G /8p / | 15�4 ' | | | - | ' |CK� ' 82 / / | 8�2O ' | | � � - - | �- CLOSURES _ _ _ _ _ _ _ ' 8TPO2 / 02 / / / 40'00-00 ' 1.93 118.80 ' | | � | | | | | | | �- - - - - - - - T--t- - — ----t--- -------- - - - � T6VVH 3 ' / | 15'OO�O ' 5�2 | | � �--- -- --''� � | � _ _ _ _ _ _ _ � _ _ _ __________ _________ _ _ _ � ' FA�1CP ' 2887 /�p / | 0O-01�4 / 57.34 ' | | � — — ' ' � | _ _ _ _ ____�__________ ' FA03CP ' 1U6O /Cp / | 00'00'14 / 0.02 / 89.00 ' | | � | � ' � ]f ' BLA� � � _ _ '� _ -L _ _ _ _ _ _ _ �^'��= �� _L _ _| _ _ _ _ � _ _ _ _ _ _ _ _ _ _ | _ _ _ _ _ _ _ _ _ � _ . . . . !GROUP NUMBER:7 REV# DATE DFT/CHK [JOB NUMBER � GALVANIZED ���� | | | / |DF�JCR | | �~� ~�»n��� ��������"^ " | | | | | |CPtRAR | | | | | | | '|NJCR ^ | | | | | | 'BOMSNET|D: K2080081A ' ' ' / 'DATE 30-Jul-2020 ' PART NUMBER I QTY ICOLRJ REFERENCE I DESCRIPTION WLD I LENGTH;:A PUNCHING REMARKS UNIT WT TOTAL WT NUMBER I I INSP r FA03EG - - - 1-260 EG ��`---T14-14 718" HWHT 00 t 0 14 �- 0.02 5.20 IVRT DP1 BLAZ I- FA07EG - - - 610 EG r------- 12-14 x 1 114" 00-01-04. _...�.._...�..�.�.__.. -_ 0.01- 6.10 I I I I HWH BLAZER I I I IDP2 r FA11 EG - - - 20 EG r 114-14 x 718" 00-00-14 �� � � 0.01 0.20 I I I I HWH BLAZER 1 I I I I I f IVRT ] I I I r FA13EG - - - 70 EG _r - - - - - - - 12-24 x 1 112" 00-01-0$ 0.02 1.40 I i I I HWH BLAZER I I I I I i I I DP5 I I I I r- --- -- - - - - - y - _ .._. - .._ - - - - - - t- - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - I TOTAL WEIGHT THIS GROUP:408.38 'GROUP NUMBER: 7 REV# E DATE I DFT/CHK 'JOB NUMBER I I IK2080081A_JCR_TE I I I IK I GALVANIZED SECONDARY IDR:JCR 1 I I I ! I ] I I I I i ICK.RAR I IN:JCR I IBOMSNET ID: K2080081A I I I 'DATE: 30-JuI-2020 I 7/30/2020 2:09:56 PM PAGE: 9 OF 9 JOB NUMBER: K2080081A KIRBY BUYER: PROCTOR CONSTRUCTION CO. PROJECT: Al-TRUSS STORAGE #5 BUILDING LOCATION: FORT PIERCE, FL 34946 SYSTEMS TABLE OF CONTENTS DRAWING NO. DRAWING TITLE C1 FASTENER CHART A r4 U C3 M Company E1 CROSSANCHO SECTIOLT ON AN E2 CROSS SECTION AT LINES 1,2,3,4,5,6 E3 ROOF FRAMING/SHEETING/TRIM 124 KIRBY DRIVE, PORTLAN D, TN 37148 D1 SPECIAL DETAIL -D3 STANDARD DETAILS METAL BUILDING MANUFACTURERS ASSOCIATION ACCREDITED BUILDING LOADS/DESCRIPTION: MEMBER Metal Building Systems CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE AC 412 ORDER TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS,INC.,IF ERECTED AS INDICATED.NOTE THAT KIRBY'S ENGINEER IS NOT ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING. GENERAL NOTES: 1.MATERIALS ASTM DESCRIPTION 1.MATERIALS ASTM DESCRIPTION THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED PRIMER: STRUCTURAL STEEL PLATE A529/A572/A1011 ROOF AND WALL SHEETING A653/A792 AND APPLIED AS REQUIRED BY: FLORIDA(FBC 2017) STRUCTURAL FRAMING: GP-GRAY PRIMER HOT ROLLED MILL SHAPES A36/A529/A572/A500 BOLTS A307/A325 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WALL SECONDARY: N/A COLD FORM SHAPES A653/A1011 CABLE A475 WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF SECONDARY: GZ-GALVANIZED RODS A572/A108 *ROOF DEAD LOAD: 2.5 PSF(ROOF PANELS&PURLINS) ROOF PANELS: 2.A325&A490 BOLT TIGHTENING REQUIREMENTS ***RISK CATEGORY: II-Normal TYPE: 26 Ga.KIRBY RIB(KR2) BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE"RESEARCH COUNCIL ON COLLATERAL LOAD: 5 PSF STRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS"UNLESS FL4838.2 NOTED OTHERWISE ON THE KBS ERECTION DRAWINGS,ALL A490 BOLTS SHALL BE PRE-TENSIONED AND ALL A325 GROUND SNOW LOAD: 0 PSF Is: 1.0 Ct: 1.2 Ce: 1.0 COLOR: GALVALUME PLUS(ZA) BOLTS IN SECONDARY MEMBERS(PURLINS,GIRTS,FRAMED OPENINGS,ETC.),AND ALL FLANGE BRACES MUST ROOF SNOW LOAD: 0 PSF **MINIMUM SNOW LOAD: 0.0 PSF BE SNUG TIGHT. PRIMARY FRAMING(RIGID FRAMING AND BRACING)MUST BE SNUG TIGHT EXCEPT AS FOLLOWS: RAIN ON SNOW SURCHARGE: -0.0 PSF RAIN W/SNOW(IF REQ'D) 0.0 PSF I. BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. ROOF LIVE LOAD: 20 PSF TRIBUTARY REDUCTION Yes II. BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION,IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS FRAME LIVE LOAD: 12 PSF THE ENGINEER-OF-RECORD FOR THE PROJECTSHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. ULTIMATE WIND SPEED V it: 160 MPH EXPOSURE: C Iw: 1.0 KZT: 1.0 GCpi: +/-0 III. THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC BASED CODES,"HIGH SEISMIC AREA"IS DEFINED NOMINAL WIND SPEED Vasd: 124 MPH COMPONENTS&CLADDING: + 44 PSF, -62 PSF AS A SEISMIC DESIGN CATEGORY OF D,E OR F. SEISMIC CRITERIA: Ss: 0.07 S1: 0.03 SDS: 0.07 SD1: 0.05 IV. ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS A SLIP-CRITICAL CONNECTION MUST BE FREE OF PAINT,OIL, SEISMIC USE GROUP: SITE CLASS: D le: 1.0 OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. SEISMIC DESIGN CATEGORY: A ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 3.STRUCTURAL SHOP COAT PAINT STRUCTURAL SYSTEM: NOT DETAILED FOR SEISMIC THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF LATERAL DIRECTION-BASE SHEAR: 0.48 KIPS R:0 CS:0.01 TRIM COLORS: EXPOSURE TO ATMOSPHERIC CONDITIONS.SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE, LONGITUDINAL DIRECTION-BASE SHEAR: 0.33 KIPS R:0 CS:0.01 DURABILITY AND/OR S PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH.KIRBY TANDARD SHOP COAT - NOTE:ANY VARIANCE ROOF LINE TRIM: CYPRESS GREEN,PVDF(EG) PAINT SHALL MEET OR EXCEED THE REQUIREMENTS E FEDERAL SPECIFICATION BY 6. THIS BUILDING IS DESIGNED AS AN OPEN STRUCTURE.ALL EXTERIOR COMPONENTS(DOORS,WINDOWS, FROM THE PANEL DOWNSPOUTS: CYPRESS GREEN,PVDF(EG) ETC.)MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND TYPES OR COLORS 4.TEMPORARY PANEL STORAGE CLADDING IN THE DESIGN CODE LISTED ABOVE.ALL EXTERIOR COMPONENTS(WINDOWS,DOORS,ETC)MUST MEET LISTED HERE WILL BE PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARE HIGH-QUALITY CONSTRUCTION MATERIALS. WIND LOADING REQUIREMENTS FOR THE BUILDING CODE LISTED ABOVE OR MUST BE ADEQUATELY PROTECTED NOTED ON THE WHILE IN THE BUNDLE,PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE,HUMIDITY AND MOISTURE, DURING A HIGH WIND EVENT. ALL GLAZING AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONS ELEVATION DRAWINGS. OTHERWISE,DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL.PLEASE REFER TO THE MUST BE IMPACT-RESISTANT OR PROTECTED WITH AN IMPACT-RESISTANT COVERING. IMPACT RESISTANT MATERIALS "WARNING LABEL"THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FOR MUST MEET THE LARGE AND/OR SMALL MISSILE TEST OF ASTM E 1996 AND ASTM E 1886. PROPER STORAGE PROCEDURES. THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT 5.TEMPORARY BRACING OF ROOF LIVE LOAD OR ROOF SNOW LOAD,AS DETERMINED BY THE APPLICABLE CODE. BUILDER/CUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BE *DEAD LOAD:NORMAL WEIGHT OF METAL BUILDING COMPONENTS AS SUPPLIED BY THE MANUFACTURER USED FOR THE COMPLETED BUILDING;KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILL BE ADEQUATE AS TEMPORARY BRACING DURING ERECTION OF THE BUILDING. ** MINIMUM SNOW LOAD IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE CONTRACT- SPECIFIED ROOF SNOW LOAD,WHICHEVER IS GREATER. THIS VALUE FOR THE MINIMUM SNOW LOAD IS ONLY APPLIED IN COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THE SHIPPING AND STORAGE. SPECIFIC BUILDING METAL WAX OR OIL MAKES THE PANELS WAXED SL PPERY AND H OR OILED FORIAZARDOUOS ION TOTWALK ONING OR STAND ON.THE WAX OR OIL CAN BUILD UP ON SHOES,GLOVES,AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER *** FOR OCCUPANCY CATOEGORY I OR II BUILDINGS,IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC y j��ii, COMPONENTS HAZARDOUS. STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS,PARTITIONS,CEILINGS,AND EXTERIOR WALLS SHOULD BE DETAILED \\\ �•,: \C E N S �� /// 7.ERECTION NOTES (BY OTHERS)TO ACCOMMODATE THIS STORY DRIFT. THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS,STANDARD DETAILS,SPECIAL DETAILS, _� No. 79464 AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS.FIELD OTHER LOADS: * ' 08�17� MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF KIRBY BUILDING SYSTEMS. 8.WELDING SPECIFICATIONS ` O O\, ALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125"IN THICKNESS WERE PRODUCED IN ENGINEER NOTES: Q\ ` STATE O F ACCORDANCE WITHIN THE 2010 AWS D1.1 STRUCTURAL WELDING CODE-STEEL. THE REMAINING WELDS ON \�V j F P \\ OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 2008 AWS D1.3 STRUCTURAL / S OR1D C� \ WELDING CODE-SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. G // S ••••..^.,,',..n_.••,...• �� \\ NTENANCE MANUAL 9 BUILDING IVAILABLEIAT hftp:////wv.w.k bybui A ldingsystems.com/for_metal_building_systems_builders.asp ///�%O'V 1 0\`\�\\\ HDA.ANY LOAD GREATER THAN 80 LBS.MUST BE EQUALLY SUPPORTED BY BOTH CHORD ANGLES. 50#CAPACITY WITHOUT SUPPORT ANGLE ERECTION DRAWING GENERAL NOTES: PURLIN 2009 CAPACITY WITH SUPPORT ANGLE ANCHOR BOLT DRAWINGS: ROOF CURBS: GN6.ALL GIRT LAPS NOT INDICATED WILL BE 2-114". HDJ2.MAXIMUM 200#LOAD CAN BE PLACED ANYWHERE ON JOISTS CHORDS BEFORE ADDING REINFORCING ANGLES,PROVIDED THAT THE LOAD IS ACCOUNTED FOR IN THE ORIGINAL UNIFORM LOADING(COLLATERAL ' U AB1.ALL DIMENSIONS ARE OUT TO OUT OF STEEL. IF CONCRETE RC1.ROOF CURBS ON STANDING SEAM ROOF SYSTEMS ARE GNT ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE I LOAD). MAX. (2)12-14 x 1 1/4"SOB NOTCH IS REQUIRED THEN THE REQ'D DIMENSIONS SHOULD BE DESIGNED TO MOVE IN CONJUNCTION WITH THE ROOF SYSTEM ROD BRACING. AF0080 SUPPORT ANGLE m r 0 HDJ3.A POINT LOAD GREATER THAN 200#BUT LESS THAN 500#MUST BE APPLIED AT A PANEL POINT OR z ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. DURING EXPANSION AND CONTRACTION.FOLLOW FASTENING HAVE EXTRA WEB MEMBERS TRANSFERRING THE LOAD TO WITHIN 3"OF THE OPPOSITE CORD PANEL POINT. (L2"x2"xi/8",6"LONG) INSTRUCTIONS IN THE STEPS ABOVE.ENSURE THAT NO FASTENERS GNB.ALL PRIMARY AND SECONDARY FRAMING,WIND BRACING,ETC. THE ERECTOR IS RESPONSIBLE FOR OBTAINING AND FIELD INSTALLING THE EXTRA REINFORCED ANGLE. REQUIRED AB2.THIS DRAWING INDICATES WHERE THE ANCHOR BOLTS ARE TO ATTACH CURB COMPONENTS TO ROOF SECONDARY(EX.PURLINS) MUST BE PROPERLY INSTALLED AND ALIGNED PRIOR TO THE AT LOADS>50 LBS. Q BE PLACED AS WELL AS THE FOOTPRINT OF THE METAL BUILDING. AS THIS WILL RESTRICT MOVEMENT OF THE CURB SYSTEM. INSTALLATION OF THE PANELS. HDJ4.LOADS OVER 500#SHOULD NOT BE INSTALLED UNTIL AUTHORIZED BY KBS. m=E IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED.IF 7/16"HOLE 3/8"0 ROD HANGER Of THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION RC2.UPON FINAL INSPECTION OF CURB INSTALLATION,MAKE SURE GN9.DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS HDJ5.FIELD MODIFYING OF JOISTS,INCLUDING DRILLING OR CREATING HOLES IN CHORD ANGLES,IS (FIELD DRILLED) (SEE NOTE HD4) a �o PLANS,THE METAL BUILDING MANUFACTURER MUST BE ENTIRE PERIMETER OF CURB IS SEALED TO THE ROOF PANEL WITH SUCH AS GIRTS,PURLINS AND EAVE STRUTS UNLESS THEY ARE ABSOLUTELY PROHIBITED. Of CONTACTED IMMEDIATELY-BEFORE CONCRETE IS PLACED. TUBE SEALANT.ADEQUATELY FILL ALL VOIDS AND GAPS. FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. HANGER DETAIL AT PURLIN 0� S CONCENTRATED LOAD MAX.ROOF SLOPE=1:12 DO AB3.EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F1554 RC3.CURBS BY OTHERS:THE KBS RECOMMENDED INSTALLATION GN10.DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR �_111 P. f o v GRADE 36 UNLESS NOTED OTHERWISE.ANCHOR BOLTS OF EQUAL FOR ROOF CURBS IS SHOWN,ACCORDING TO WHICH KBS WILL WORKING PLATFORMS.NEVER STAND OR WALK ON METAL BUILDING 6 Y M =1 v 500#CAPACITY I rr J DIAMETER THAT EXCEED THE F1554-36 STRENGTH REQUIREMENT SUPPLY HAT CHANNELS AND THE FASTENERS FOR ATTACHING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY ry PURLIN N� � MAY BE USED AT THE DISCRETION OF THE FOUNDATION ENGINEER. THEM.IF YOUR CURB VARIES FROM THE SECTIONS SHOWN,YOU FASTENED AT BOTH ENDS AND BOTH SIDES. ¢ z o w MAY NEED TO MAKE MODIFICATIONS TO THE MATERIAL SUPPLIED. �m enla c=i 00 AB4.PROJECT FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY GN11.BEFORE INSTALLATION OF WALL PANELS,IT IS IMPORTANT =g a OF A REGISTERED PROFESSIONAL ENGINEER FAMILIAR WITH LOCAL MEZZANINE LAYOUTS: TO REFERENCE WALL PANEL FASTENER LAYOUT DETAILS TO 25/64"0 zw AMMY X-PRESS mo Ly E z O � IDEWINDER PIPE �� o w a SITE CONDITIONS,NOT THE METAL BUILDING MANUFACTURER. INSURE CORRECT USAGE OF FASTENERS. (FIELD D �_ o w o ANGER MZ1.MEZZANINE JOISTS ARE TO BE FIELD WELDED IN POSITION FOR EXAMPLE: GA0101 (KW)... GA0201 (KR)... GA0301 (KRP) MODEL SWXP 35) AB5.THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE UNLESS OTHERWISE NOTED.REFERENCE THE ERECTION DETAILS 0 FOR ANCHOR BOLTS(INCLUDING WASHERS AND NUTS),EXPANSION AS THEY ARE APPLIED ABOVE,SINCE SOME AREAS MAY BE BOLTED GN12.BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. 314"MIN. U ~ o BOLTS,EMBEDMENT PLATES,NOR ANY OTHER MATERIALS THAT WHILE OTHERS ARE WELDED. 1/2 puRD /8"0 ROD HANGER 3 w r o MAY BE CONSIDERED PART OF THE FOUNDATION. GN13.WARNING:PENCIL LEAD AND MARKER WILL CAUSE GALV. SEE NOTE HD4) L F > 'o U m MZ2.ALL JOIST BRIDGING TO BE FIELD WELDED,UNLESS NOTED PANELS AND TRIM PIECES TO RUST.DO NOT USE THESE TO MARK <U _ F m a o 0 AB6.THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT OTHERWISE.ALL BRIDGING AND BRIDGING ANCHORS SHALL BE ON PARTS. L EXTRA WEB MEMBER ON EACH HANGER DETAIL AT PURLIN REQUIREMENTS OF THE DESIGN OF THE METAL BUILDING. IT IS THE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE TO SIDE OF JOIST,FIELD WELDED w o R RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN BE PLACED ON JOISTS. GN14.USE RVTCP AT 5'-0"C/C FOR TEMPORARY INSTALLATION OF TO JOIST AS SHOWN HANGING LOAD MAX.ROOF SLOPE=1:12 ¢ N THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR CLH TRIM. ROOF SLOPE UP To 4:12 ALL ANCHOR BOLTS. MZ3.FLOOR DECKING FURNISHED BY MANUFACTURER WILL BE 250#CAPACITY WITHOUT SUPPORT ANGLE N FASTENED TO JOIST WITH WELD WASHERS UNLESS NOTED GN15.REF.=FOR CAULKING AT TRIM LAPS. NO SUPPORT MATERIALS MAY PROTRUDE ABOVE THE STEEL LINE. PURLIN 500#CAPACITY WITH SUPPORT ANGLE m AB7.SEE DETAILS FOR COLUMN ORIENTATION. OTHERWISE.FLOOR DECKING SHALL BE ANCHORED TO __________________________________________ ROOF SLOPE ABOVE 4:12 SUPPORTING MEMBERS WITH 5/8"DIAMETER PUDDLE WELDS OR GN16.TRIM THAT IS HIDDEN UPON PROPER INSTALLATION(EX: JOIST f 250#CAPACITY WITH SUPPORT ANGLE TOP CHORD vT' CROSS-SECTION DRAWINGS: EQUIVALENT AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OF CLH,LRT,RCL STEEL LINE MAY NOT BE THE SAME COLOR AS THE TRIM THAT Z INTERIOR RIBS. WILL BE VISIBLE. MPX- o 0 XS1.ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS SUPPORT ANGLE CADDY PURLIN of a cit ( "z O L2 RE IRED AT LOADS>250 LBS.QU2"x1/8",6"LONG) UNLESS NOTED. MZ4.THE EDGE ANGLE HAS BEEN DESIGNED ONLY TO RESIST THE GN17.SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS CLAMP c1 a FORCES IMPOSED DURING THE PLACEMENT AND CURING OF THE THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER (MODEL 315) m a m REQUIRED AT ROOF SLOPE>4:12 w z XS2.FLANGE BRACES ARE REQUIRED ON TWO SIDES(2)OR ONE CONCRETE FLOOR OF THE MEZZANINE.IT HAS NOT BEEN DESIGNED PASSES. o a o SIDE(1)AS NOTED. FOR THE ATTACHMENT OF STAIRS,RAILINGS,ETC. (2)12-14 x 11/4"SOB GN18.BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARK XS3.FLANGE BRACE LOCATIONS AT EXPANDABLE END FRAMES:IF ALL DRAWINGS: BRONZE(DB)AND BURNISHED SLATE(BS)SHEETING AND TRIM 3/8"0 ROD HANGER (2)ARE REQUIRED THEN ONE FLANGE BRACE IS TO BE INSTALLED APPLICATIONS.WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER BOTTOM CHORD (SEE NOTE HD4) w a o AT THE TIME OF ERECTION,WHILE THE OTHER IS TO BE STORED GN1.DRAWINGS ARE NOT TO SCALE. COLORS. AND USED AT THE TIME OF FUTURE EXPANSION. HANGER DETAIL AT PURLIN w¢w GN2.FOR FLANGE BRACE CONNECTIONS AT COLUMNS OR RAFTERS GN19.FASTENERS FOR ALL TRIM ARE REQUIRED AT 12"ON CENTER MAX.ROOF SLOPE=8:12 LU LU ¢w cD ROOF PANEL LAYOUTS: SEE DETAIL=(UNLESS OTHERWISE NOTED). UNLESS NOTED OTHERWISE.USE TUBE SEALANT AT ALL TRIM OPTION A: OPTION B: w w � U¢z SPLICES. PLACE SUPPORT SUPPORT Y a w a RP1.FOR STANDING SEAM ROOF PANELS,REFERENCE THE GN3.ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE BETWEEN JOIST CLAMP PURLIN ROOF SLOPE UP TO 4:12 w o ANGLES (80#MAX.) 375#CAPACITY J ¢w o APPROPRIATE ERECTION MANUAL FOR ERECTION PROCEDURES. ERECTOR DURING THE ERECTION OF THE BUILDING. GN20.ALL FIELD LOCATED FRAMED OPENINGS MUST BE LOCATED ROOF SLOPE ABOVE 4:12 LU a O w a w TO FACILITATE PROPER INSTALLATION OF THE COLUMN AND 250#CAPACITY w CCDD 6 m O p RP2.A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE GN4.ALL CONNECTION BOLTS OR FIELD WELDS,PURLINS AND ALL RAFTER FLANGE BRACES,THE LONGITUDINAL BRACING AND OTHER w a v o z LL ow FOUND IN THE STANDING SEAM ERECTION MANUAL SENT WITH FLANGE BRACES MUST BE PROPERLY INSTALLED ON MAIN FRAMES STRUCTURAL MEMBERS LOCATED IN THE WALLS AND ROOF.THE HANGER DETAILS AT JOISTS 11I1" EACH PROJECT.TO ENSURE YOUR INSTALLER HAS A THOROUGH AS THEY ARE ERECTED AND BEFORE ERECTION LOADS ARE FLANGE BRACES,LONGITUDINAL BUILDING BRACING,AND OTHER MpX. UNDERSTANDING OF THE STANDING SEAM SYSTEM,PLEASE APPLIED. STRUCTURAL MEMBERS IN THE WALLS AND ROOF ARE INTEGRAL REVIEW THE DETAILS PROVIDED IN THE ERECTION DRAWINGS AND COMPONENTS OF THE STRUCTURAL INTEGRITY OF THE BUIDING SAMMY X-PRESS THE STANDING SEAM MANUAL.HAVE THE ERECTOR OR YOUR GN5.REFER TO THE ERECTION DETAILS FOR BOLT AND WASHER SYSTEM AND CANNOT BE MODIFIED,ADJUSTED,OR RELOCATED TO SWIVEL PIPE HANGER PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST. REQUIREMENTS AT SECONDARY TO PRIMARY FRAMING ACCOMMODATE FIELD LOCATED FRAMED OPENINGS. (MODEL SXP 35) CONNECTIONS. HANGER DETAILS NOTES: 25164"0 HOLE O (FIELD DRILLED) 3I8"H ROD HANGER � FASTENER REQUIREMENTS HD1.HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENT v ONLY.KBS IS NOT THE SUPPLIER OF HARDWARE OR HANGER RODS. HANGER DETAIL AT PURLIN {/ , ROOF MEMBER FASTENERS ROOF STITCH/TRIM FASTENERS HD2.MAXIMUM HANGER LOADS ARE PROVIDED FOR EACH DETAIL. MAX.ROOF SLOPE=8:12 THE PURLINS OR JOISTS ON THIS PROJECT MAY NOT BE DESIGNED 12-14 X 1y"HWH 114-14 X X"HWH FOR THE REQUIRED HANGER LOADS.CONTACT KBS FOR 4009 CAPACITY WHEN ROD HANGER IS WITHIN O DP2 BLAZER ZINC HEAD VRT DP1 BLAZER SUSPENDED LOADS THAT EXCEED THE DESIGN COLLATERAL LOAD CENTER ONE THIRD OF BEARING ANGLE SPAN SUPPORT ANGLE ZINC HEAD SPECIFIED FOR THIS PROJECT. (200#CAPACITY OTHERWISE) PURLIN (L2"z2"A/8",3"LONG) FA03- (TYP.) FA01- HD3.PURLIN LIPS AND JOIST CHORD MEMBERS MUST NEVER BE PURLIN (2)12-14 x 1 1/4"SDS Z DISTORTED. (TYp) HD4.ROD HANGERS MUST HANG VERTICALLY,AND OFTEN MUST BE O BENT TO ACHIEVE THIS.KBS IS NOT RESPONSIBLE FOR THE DESIGN 1/8 TYP. WALL MEMBER FASTENERS WALL STITCH/TRIM FASTENERS OR ADEQUACY OF THE BENT ROD HANGER. v HD5.COLLATERAL DEAD LOADS ARE ASSUMED TO BE UNIFORMLY 12-14 X 14'HWH 1/4-14 X V,-HWH DISTRIBUTED. BLAZER DP2,NO WASHER BLAZER VRT DP1,NO WASHER BEARING ANGLE HD6.WHEN SUSPENDED SPRINKLER SYSTEMS,LIGHTING,HVAC (L3"x3"x3/16") z FA11- EQUIPMENT,CEILINGS,ETC.ARE SUSPENDED FROM ROOF 5. PA07- MEMBERS,CONSULT KBS ENGINEERING IF ANY CONCENTRATED 3/8"0 ROD HANGER z N y z w i (SEE NOTE HD4) z z w o y a i a ro 'p LOAD APPROACHES THE LIMITS SHOWN,OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 7/16"0 HOLE FIELD DRILLED oiz= ( s�co,w OZwr0 MISCELLANEOUS FASTENERS w o y w w HANGER DETAIL BETWEEN PURLINS 2cam w d o a w m z w? o MAX.ROOF SLOPE=8:12 5 o S 12-24X1X"HWH ¢S 2¢w z BLAZE BONDED WASHER \\\G\ ................. No. 79464 �t 08/17/ `• STATE OF OR 1110 Dia= 1" 21„ Elf wJ o 7 O O ` Z M € Nw z a�z co 100 N Q 1' 1" o 2„ W; O o OL 0 2 O 10" 10" See Plan N o DETAIL A Y C? U z � C7 O 8 w COME pW K O d ao 120'-0" OUT-TO-OUT OF STEEL c~i o a ¢ Ow Y 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" ] ~� oZ. 0 acd w a z 0 o 0 1'-4" 22'-8" 22'-8" 1'_4" m a w N N N a o BACK SIDEWALL21 tsv v� o z z O J c O a F W - E a p LLI O O p J O m J U a U) J L Q W Q Z Q F 0 O O A A o A A A A (Ao� �r � c F O u=N a o O o M F y 2 O J O E F o 'p o r n o ¢w0 OO F J -p K o H a 0 ¢wo ttN t-tP ¢¢ w¢ Z~� FRONT SIDEWALL w a c� o z o w 1'-4" 22'-8" 22'-8" 1'4" �J � � v 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 0 r O O O O O O ANCHOR BOLT PLAN O NOTE:All Base Plates @ 100'-0"(U.N.) NOTE:Finished Floor Elevation @ 100'-0"(U.N.) O v O r O ¢ O w U Z 4l tnN�W Qro W 2ZZ w 'u5 pcw,wz�O w'.'wwffia Z W Y�ZNfJy W ZZ O aKO W OpU) W 4OU ti O D U'L d O d W U S Z O N Z a O a O>>}O m U w 0 V Orna QUm�nm?YQKU \\\\\ C E No. 79464 �t 08/17/ A.B.SIZE AND PROJECTION ANCHOR BOLT QUANTITY PROJECTION — GENERAL NOTES: QTY. BOLT DIA. (*P) ' AB4.PROJECT FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL BOTTOM OF AS REQ'D 1/2" N/A //.. ,, AB1.ALL DIMENSIONS ARE OUT TO OUT OF STEEL.IF CONCRETE NOTCH IS REQUIRED,THEN THE REQ'D *p '• .'W DIMENSIONS SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS,NOT THE METAL BUILDING MANUFACTURER. BASE PLATE 3/4" 2-1/2" T'.. STATE OF :i AB2.THIS DRAWING INDICATES WHERE THE ANCHOR BOLTS ARE TO BE PLACED AS WELL AS THE AB5.THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR ANCHOR BOLTS(INCLUDING ANCHOR BOLT SHAPE 36 1" 3" / V... F \ \ WASHERS AND NUTS),EXPANSION BOLTS,EMBEDMENT PLATES,NOR ANY OTHER MATERIALS THAT MAY IS TO BE DETERMINED / / ; .('_ \ FOOTPRINT OF THE METAL BUILDING.IT IS ESSENTIAL THAT THESE BOLT PATTERNS BE FOLLOWED.IF BE CONSIDERED PART OF THE FOUNDATION. **D 1-1/4" 3-1/2" // S ` R Q V \ THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS,THE METAL BUILDING BY THE FOUNDATION DESIGN 1-1/2" 3-1/2" S "••.................... �� \\ MANUFACTURER MUST BE CONTACTED IMMEDIATELY-BEFORE CONCRETE IS PLACED. AB6.THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT REQUIREMENTS OF THE DESIGN OF WG ENGINEER. / \ THE METAL BUILDING.IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN ENGINEER: BOLT MATERIAL IS TO BE ASTM F1554-36. ANCHOR AB3.EACH COFI EQUAL DEED ANCHOR TER TT AT EXC ED THE F1554-36 STRENGTH REQUIREMENT OMAYBE ISE. DATE: 8-13-20 ANCHOR BOLT EMBEDMENT LENGTH"D"IS TO BE ��ii� N A L ����� THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS. ** USED AT THE DISCRETION OF THE FOUNDATION ENGINEER. AST DRAWINGS ARE NOT TO SCALE.SEE DETAILS FOR COLUMN ORIENTATION. l4 DETERMINED BY THE FOUNDATION ENGINEER. CAP PLATE BOLTS Mark Qty Type Dia Length � . o RFC-1 8 A325 5/8" 21/4" N W } OFLANGE BRACES:(1)One Side;(2)Two Sides w m w z z Min U U U U �cD ri OU Z CO O z � 15'-0 5/8" 15'-0 5/8" �csH F- g qc 2 3 2 3'-6,. 1'4" 1'4" 2 3'6" 2 CZ�W E N a o 2'3" 2'2 5/8" _ 1 if1 2'2518" 2 �Cmcn 0 a s Y 12 12 W u 3 � wIo z w o 0 m a FB11) FBI 1 F62 1) O — — �� _ — — F ) o AG3011 Z RFR-1 0 U d W H 0 ¢ O U W (n Q d o F = fn W W¢N O W O 2 `9 = y o w W m UO Z_ W + + L) + Y a Na3 W' W' d' Q w w 6< Q �Q �Q Q W F J Qwo a a J J J W W W W �w� ¢w O O �U �U �U x¢a w¢ =lz W d U O Z LL O W F.F.ELEV.=100'-0" O 14'-4 1/2" 14'-4 1/2" r f CLEAR+/- CLEAR+/- 15-0" 15-0" 1Y�^ l!� 30'-0"OUT-TO-OUT OF STEEL O RIGID FRAME ELEVATION: FRAME LINE 1 2 3 4 5 6 o ALL WALLS OPEN FOR PASSAGE _ ow w � U W Q m U 6 Z w x 0¢K y K w~w Z U d _w .o2-o- Y K — _ O F,.oo O z o m= w1 O O W U U Ow w i U O z'L w w N U' 'L>cJUw �dHU�?ON O Y UONd¢UUmu=iN? ¢KUU E No. 79464 yt 08/17/ J STATE OF �i�s ' ��ORI�P Utl a O a� U cg M W m Z J y O ID H m z J BA0030 BA0020 BA0020 BA0020 BA0020 BA0030 � mEu BB3010 BB3045 BB3045 B63045 B63045 BB3010 O O O O O O O LL O 120'-0" OUT-TO-OUT OF STEEL �_N w Y M x 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" ° Z z o w �C7N p U U COME O ? w ¢ 1'-4" 22'-8" 22'-8" 1'-4" j =qrn o CG �Y a o �mN O � a ¢ O Y u 3 � w � o DSE02— a o 0 � m a E2 AFoo11 E3 E3 E3 E2 w DSB14P1 T P5 T a -1 U w Hw J o ? DSE02 —DBA01&DPA01 } N o Cn in u m LL o i 7 i 7 w0 O °O on w o o j z z o P11TYp P2(TYP) P4(TY PS�TYP) p) O a 0 ?0 F-Ln F o ¢ o FL LL U O O ° w E2 E3 E3 E3 E2 —DBA01&DPA01 ¢ a PURLIN T-0+ 1'-101/2"+ 1'-101/2"+ 3'-0+ LAP T-0" 1'-101/2" 1'-101/2" T-0" w w z J ¢ NID d¢ ROOF FRAMING PLAN wow a J awo w ww <� 0 wa0 oz zoo LL O w -DBA01&DPA01 O O O O O O 120'-0" OUT-TO-OUT OF STEEL � wGEGCR (12)CLH101,(2)GEG181,(5)GEG241,(41)GTS01,(12.5)CAC121 GEGCL DSE01� DBA01&DPA01 0 ❑ ❑ w _ w - ¢ �v�Q QQv� O H -��' Q ElfU - U�Q DE0051 U) �LL �o ��� DOWNSPOUT RETURN TO COLUMN (� LL o O DOWNSPOUT CITY.PER QTY.PER O o Y (40)KPP �o a a PART MARK DS LOCATION ELEVATION aco DSB14 4 32 O LL � DSE01 1 8 v� v� o of H DSE02 2 16 =O 0 DBA01 7 56 DPA01 7 56 w�Ywwo �w w� KFtn�Y�z Z_ O ❑ ❑ rOOUz w mLL C'Jr Or GEGCL (12)CLH101,(2)GEG181,(5)GEG241,(41)GTS01,(12.5)CAC121 DD0071 DD0601 GEGCR cnooel GA0185 o w z w F o�— Q Q N a z OV z DOWNSPOUT STRAP(DPA01&DBA01) O d Q U m t n U N Q U USE POP RIVETS FOR STRAP TO DOWNSPOUT I AND FA13 STRAP TO COLUMN DOWNSPOUT STRAP SPACING IS 5'-0"O.C. \\� y/� ROOF SHEETING PLAN DUE TO THE LONG DOWNSPOUT RETURNSPAN "' HAVE BEEN PIONAL ROVIDED OR ATTACHMENT UT STRAPSPANELS:PANELS:26 Ga.KR2-ZINC-ALUMINUM(ZA) �� �'\ C E N Dnoo11 Dnoa13 GA0030 TO THE INSIDE FLANGE OF THE RAFTER \ No. 79464 yt 08/17/ J� STATE OF �i�s ' ��ORI�P Utl a O a� U cg LU Z J y O H ic m z ROOF PANEL ? o 0 0 0 J O f9 OU pp O NOTE:RAFTER NOT ,` SHOWN FOR CLARITY z z o LL >-caw 'c w 0 0 C, _E g = w ¢ mpW E U a �_=Y f7 w0 m O 0 a ¢ Y • I/ DOWNSPOUT ELBOW •� 'DSE02' 3 w po:Fl O u w ¢ z II // �� • B a F m a O O SEE GA0081 i1 ` FOR DOWNSPOUT ATTACHMENT TO GUTTER ¢ ` DOWNSPOUT ` DOWNSPOUT ELBOW DOWNSPOUT (FIELD CUT IF REQ'D) o 'DSE02' (FIELD CUT TO LENGTH) m < v • B O p H ~ DOWNSPOUT SPLICE v w r IF REQ'D w a a O W/(3)POP RIVETS o ¢ O TYP. DBA01 NOT CENTERED STITCH FASTENER ON COLUMN w N ¢ a o DOWNSPOUT w¢N o ¢w 7 W W U U Q z Y ¢ N a< J w K DOWNSPOUT STRAP'DPA01' Lu w ¢w p O O (REF.GA0082 FOR ATTACHMENT TO WALL) COLUMN X¢¢ w¢ z z FIELD BEND STRAP AROUND DOWNSPOUT FLANGE w a U o z W.O w AND ATTACH W/(2)POP RIVETS FA13 (TYP.) DPA01 DOWNSPOUT • (CENTER ON DBA01) • ELBOW 2 O DOWNSPOUT STRAP(DPA01&DBA011 USE POP RIVETS FOR STRAP TO DOWNSPOUT AND FA13 STRAP TO COLUMN DOWNSPOUT STRAP SPACING IS 5'-0"O.C. DUE TO THE LONG DOWNSPOUT RETURN SPAN,ADDITIONAL DOWNSPOUT STRAPS / HAVE BEEN PROVIDED FOR ATTACHMENT GA0185X TO THE INSIDE FLANGE OF THE RAFTERO �r DOWNSPOUT RETURN TO COLUMN V/O � � o U Q Z W U to W¢m p 2 W T¢F F O N O X KO CK W w.zz_wZ tnd Y�FO �YK Q �O K p w U U Q w i p O z w Wt-0 0 p� LL>cJU W O dF U}Z Otn �llp Y UONa¢OUmvpiNZ ¢W. No. 79464 yt 08/17/ J� STATE OF �i�s ' 4ORI�P BRACE ROD BRACE ROD BRACER,FLAT T-6" DIAMETER PIECE MARK WASHER,&NUT EAVE STRUT a o ¢ 6, LLo EAVE STRUT Y U n < r BR10 H0920,H0201, Q H0410 GIRT OR BR12 H0930,H0202, 0 0 PURLIN Z m } H0420 bi 1" BR16 H0960,H0204, I a o H0440 z �'.m LL 0 0 0 0 Y" BR20 H0960,H0206, _ 0 0 _ Q H0460 — (4)Y'x 1 Y4" 1 g" BR22 H0970,H0207, A3(TYP.)BOLTS A3 5 BOLTS TS 0O �f H0470 d BR24 H0970,H0208, Y"x 2"A325 1Y° BOLT H0480 WASHER WEB OF FRAME OVER SLOT REFER TO CROSS SECTION K N z0 fF,OR FLANGE BRACE QUANTITY. ETAIL IS SYMMETRICAL ABOUT WHEN FLANGE BRACES ARE t� Y M REQUIRED ON BOTH SIDES. RAFTER/ w z J O LL CAP PLATE RAFTER/ co� y �• o N cwj BRACE ROD FLANGE BRAC V J r o BRACER, CAP PLATE __' n z0 m � w FLAT WASHER, Y.,x2„ m�YJ E a o AND NUT y V U U ~ ~ o A325 BOLT COLUMN OR BAOO2O w O w/WASHER RAFTER BA0030 Amy o w a Q o Y AF0011 OVER SLOT AG3011 EAVE STRUT CONNECTION AT INTERIOR FRAMES STANDARD EAVE STRUT U z w/BY-FRAME SIDEWALL COLUMNS U o BRACE ROD TO FRAME ATTACHMENT STANDARD FLANGE BRACE ATTACHMENT CONNECTION AT END FRAMES O w F L > O U m �s X�" o (4)Y"x 1 Y SEA" TAPE LANT _ A325 BOLTS (4)Y"x 1 y" AT LAPS A325 BOLTS EAVE N r PURLIN STRUT m v PURLIN � STIFFENER P' ®i (IF REQUIRED) z Uz (2)Y"x1Y" > U A325 BOLTS 0 ® ( ) BOTTOM PANEL TOP PANEL U d �U TYP. SEALANT MUST BE CONNECTED o ¢ o STIFFENER TAPE SEALANT FROM THE TOP OF THE PANEL U ® (IF REQUIRED) TO THE TOP OF THE CLOSURE CLIP w CLIP ¢ o ENDWALL RAFTER RAFTER w¢N � o ¢w C7 BOLTS ARE NOT REQ'D Y Lu U z ,I ¢ Nab IN CENTER HOLES ROOF PANEL I w a a BB3010 ON 12"PURLIN BB3045 0 CD w PURLIN CONNECTION TO STANDARD PURLIN CONNECTION X a< z o O w ENDWALL RAFTER TO INTERIOR RAFTERS LL O INSIDE O CLOSURE CLOSURE TRIM(CLH) �^ ATTACH TO E.S.5'-0" O/C W/CAD PL'D O V� 1y"HOLD CLH EAVE POP RIVET TAPE SEALANT v OFF THE STRUT �l ��; AT LAPS ` ^ EAVE STRUT � 2 TAPE SEALANT(CONTINOUS TOP TAPE SEALANT(CONTINOUS TOP O AND BOTTOM OF INSIDE CLOSURE) AND BOTTOM OF INSIDE CLOSURE) v DA0011 EAVE SEALANT DETAIL z o o� � U J Q Z w U Z n W Q m U= w W }¢F F O N Z O w o T U w y d Y O i 0 0 y z W w x zO F O D F N W m w zU, F O w OF z p LL p W O U ZU Z r LLYUU W OaF U_ ?O�/1 V Y Ora¢UUm�v}i? ¢KUU c E No. 79464 yt 08/17/ J� STATE OF / ► 11 � EI� O M 'FA03-'FASTENER $!' (SEE LAYOUT FOR SPACING) TAPE SEALANT(CONTINUOUS TOP& `�� v N BOTTOM OF INSIDE CLOSURE) iz r N CONTINUOUS TAPE SEALANT m z } z NOTE: IM u.i 00 ui TURN TAPE p z ¢ y DOWN AT EAVE J TAPE SEALANT � Of M FA03-- FAST AT LAPS W SECTION THRU SIDELAP STITCH FASTENERS \\ INSIDE CLOSURE O_ �9 ROOF MEMBER TAPE SEALANT FASTENER ® ® (NP') 1 Yz \1 O (ABOVE AND BELOW (TYP.) GUTTER STRAP'GTS01' } z INSIDE CLOSURE) SIDE LAP m O • T-0"O/C NOTE:TAPE SEALANT IS REQ'D w • w/(2)FA03 FASTENERS BETWEEN GUTTER STRAP&ROOF Y M � 0 A � PNL.AT SCREW LOCATIONS N J P M • • POP RIVET _ '� ___---- w z LL _H Lu z 0 In w a ® m� F z • ROOF PANEL E a o INSIDE CLOSURE ® • ��N V w O ~ �mN ® END LAP • Y,s"x X"TAPE SEALANT a (IF REQ'D) ® • FA03(B"O/C) V r o ROOF MEMBER FASTENER(4"O/C) J J w CLOSURE TRIM w ¢ z • deb ® 'CLH' FAO(P OSO/C)R < � m a o O EAVE GUTTER • • 0 N • • ® STITCH FASTENER (1.-0..O.C.) a • • EAVE STRUT • C m PEAK PURLIN OR OVERTRIM'C__' • HIGH EAVE MEMBER z • o O a > � • END LAP PURLIN ER 0 ® (IF ENDLAPS ARE REQ'D) 8" NOTES: w d REFER TO DA0011 FOR EAVE w ¢ z CLOSURE AND SEALANT DETAILS 1.FIELD TRIM BOTH FLANGES OF INSIDE GUTTER p p SECTION AS SHOWN. INTERMEDIATE PURLIN 2.APPLY 1/4"BEAD OF SEALANT 3/4"FROM OUTER EAVE MEMBER(SHAPE VARIES) EDGE ON OUTER SECTION. < o EAVE STRUT SHOWN FOR REFERENCE 3.PLACE GUTTER SECTIONS TOGETHER WITH 1"LAP. TUBE SEALANT 4.SECURE GUTTER SECTIONS TOGETHER WITH POP GUTTER SPLICE ASSEMBLY RIVETS. w¢w 4" 4" 4" 4" 4" 4„ 4" 4" 4" 1.4. 1.4. w DD0071 Y �w (9 Q w H < OPEN SIDEWALL OR RAKE EXTENSION w o W/GUTTER&KR2 ROOF W/O SOFFIT O10 PEAK PANEL,ENDLAP AND EAVE MEMBER FASTENER LAYOUT INTERMEDIATE PURLIN MEMBER FASTENER LAYOUT FOR ROOF SLOPES<2:12 W a U o z LL p w GENERAL NOTES: 1D LOCATE THE CENTER OF THE FIRST MAJOR RIB EXACTLY OVER 5Q IN THE EVENT A SCREW IS INSTALLED IN THE WRONG LOCATION OR SHOULD STEEL LINE-ATTACH PANELS THEN ATTACH CAP SHEET. A SCREW BREAK DURING THE DRIVING PROCESS,REMOVE THE SCREW AND 2O EACH SIDE OF KIRBYRIB PANEL AND THE KIRBYRIB CAP MUST INSTALL ONE OF A LARGER DIAMETER TO PREVENT LEAKING.IF REMOVAL OF BE RUN IN CONJUNCTION THE OPPOSITE SIDE TO INSURE SCREW REMNANT IS NOT POSSIBLE,WATER PROOFING MEASURES ARE TO BE O CORRECT ALIGNMENT. TAKEN TO PREVENT LEAKING. 3O REFER TO DIFFERENT SECTIONS ON ERECTION DRAWINGS FOR DETAILS ©CONCENTRATED HEAVY LOADS(PERSONNEL OR MATERIALS)OCCURING ON ROOF 0 RELATING TO EAVE ALIGNMENT OF ROOF PANELS,SEALER APPLICATION, DURING CONSTRUCTION SHALL BE DISTRIBUTED UNIFORMLY OVER A LARGE FASTENER TYPES,AND SPACING AND BUILDING ACCESSORIES LOCATED AREA IN SUCH A MANNER AS TO PREVENT DAMAGE TO BUILDING COMPONENTS. + ON ROOF. 7Q ALL METAL SHAVINGS OCCURING AS A RESULT OF DRILLING OPERATIONS ON THE ®ALL DAMAGED PAINT FINISHES ARE TO BE RETOUCHED TO ROOF ARE TO BE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE OR PREVENT RUSTING.(THIS SHALL BE DONE AT THE END OF EACH DAY.) STAINING OF ROOF FINISH.(THIS SHALL BE DONE AT THE END OF EACH DAY.) Or Z O SIDELAP FASTENER LAYOUT'FA03' DA0013 � � o FASTENER AND SEALANT LAYOUT — Z O x 00 z a K O W O p U)O W 6 25 ti W O D U w d d W U S z o U Z Z d O a O>>>O m U w 0 V Omd QUmrn rn?YQKU pGER...��. \C E N No. 79464 �t 08/17/ `• STATE OF is ' ..... ORID..: 1 S11-lII0,�NAL0\��\ FA03(0"O/C) N M 4TSRAKEFA IA W,x'a"TAPE � P. SEALANT RAKE FASCIA SEALANT a� U C ^ M IA 'GFR' jAKEFASCIA ROOF PANEL z POP RIVET a � o m (TYP) FA07CP(AT EACH SUPPORT) Q J GUTTER RAKEANGLE'MAR01' K m`w O FA11 F'0"O/C) END CAP } z m 7 O COVER TRIM'C A' APPLY%s"BEAD OF TUBE - PURLIN N L2 J J CAULK TO ENDCAP AND F z O tl INSTALL WITH POP w O u~i w RIVETS 2"O.C. FA07(AT EACH SUPPORT) =y� Z O b c ~ p RAFTER(SHAPE VARIES) ��y O U U �Y w O DE0051 �0O" o w � a � Y u � _ RAKE CONDITION WITH OPEN ENDWALL w w w z Q F2 O O ROOF PANEL VIEW'A' w m � U z O O H GUTT O RAKE FACIA o ¢ o w U FIELD CUT INSIDE CLOSURE. KR ROOF PANEL AT PEAK KR PEAK PANEL APPLY%s"x%"TAPE SEALANT TO MEMBER FASTENER (KPP) TOP AND BOTTOM. (9)PER PANEL w¢w INSERT TO CLOSE VOID. • VARIES } ¢w c7 LU Y �UJ ¢ Nab J I w 0'Q� s Z. 0 ¢C7O H� OHO SEALANT TAPE w a 0 0 z LL p w • G A TE • • s • B PURLIN EXTEND RAKE FAS IA TO LAP WITH ENDC P. 6 FIELD CUT RAKE FA CI I I • MITER CUT INSET PORTION OF ASS OWN. END CAP GUTTER TO MATCH ENDCAP EXTEND GUTTERI TO MATCH FACE OF RAKE FASCIA O DETAIL IS SYMMETRICAL Z EACH SIDE OF PEAK O gjj DD0601 DG0011 GUTTER TO RAKE FASCIA CORNER DETAIL KR RIDGE PANEL INSTALLATION o w/KIRBY RIB ROOF D o Q o GUTTER POP RIVET (TYP.) - ____________ 0 Yo W 00 Yd-z z r0 0 0 z 0 m LL O O 0 W U U Q w= O z w W 0 0 w Z W K ti d~U m H UV Z CAULK JOINT I I FIELD BEND BOTTOM OF GUTTER DOWN INTO DOWNSPOUT DOWNSPOUT BOTTOM OF (FIELD BEVEL CUT TO MATCH / GUTTER BOTTOM OF GUTTER) BOTTOM OF GUTTER No. 79464 �i =yt 08/17/ — '9A MARK OUTLET LOCATION USINGDOWNSPOUTTO SIZE. j�' STATE OF MARK DIAGONAL LINES. n^` CU DIAGONAL LINES AND BEN GA0030 AND BEND TABS DOWN. OR 5�......................... � \� TYPICAL TRIM LAP GA0081 �/� ON A L DOWNSPOUT CONNECTION TO GUTTER ////III I I 1\\\