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HomeMy WebLinkAboutApproved Building Plans P KF I R B Y Y =� UIIL,.qh a �� Letter Of Transmittal .F¢ P. O. Box 390 - Portland, TN 37148 - P 615-325-4165 F 800-231-3460 To: PROCTOR CONSTRUCTION CO. Date: 7/30/2020 2060 US HIGHWAY 1 KBS ,lob No: K2080080A VERO BEACH, Fl- 32960 Project: Al-TRUSS STORAGE#4 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 Fz] Erection Drawings 3 CVR, C1, E1-3 0 3 P1 Erection Details 3 D1-3 0 3 ❑ Trim Profiles El QTY P/1 Bill Of Materials List 3 1-9 0 ❑ Column Reactions ❑ Design Calculations El I a Ship Via: 2] UPS Ground ❑ US Mail ❑ UPS Overnight E2] MAIL Your Attention is directed to the following: Q The above prints have been approved for construction FZI 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 It 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 RETAILER: HDL Sincerely, CHECKER: RAR Kristy Amann kristy.amann@kirbybuildingsystems.com 615-745-6035 PART NUMBER QTY COLR REFERENCE DESCRIPTION WILD I LENGTH I PUNCHING REMARKS I UNIT WT TOTAL WT NUMBER I I INSP I _I I f ___ RFC-1 - - - _ 6-I GP Ir-- R1 -COLD FRAME T 16-01-03 i- - - -- 954.25 i 5,725.50 rRFR-1 t 6- GP -I R2 (RAFD FRAME-Tr 30-00-00 ---------- --------- I 785.00 14,710A0� r - - - -- -- - - L - - L - -L- _. .... .... .... - - - t - - - - - - 1 - - - - - - I- - - - - _... ..... ..... ..... ..... . .... .-,. .... .... .... ,.,,,. ..... .. - L - - - � - - - -� jTOTAL WEIGHT THIS GROUP: 10,435.50 f !GROUP NUMBER: 1 REV# DATE I DFTICHK IJOB NUMBER ! I I IK2080080A_HDL_TE I I I IK I GALVANIZED SECONDARY I I IDR:HDL I I [ I I I I I I I ICK:RAR I ! I ! IIN:HDL ! IBOMSNET ID: K2080080A I I ! DATE:30-JuI-2020 7/30/2020 2:23:57 PM PAGE: 1 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLd I LENGTH PUNCHING I REMARKS UNIT WT TOTAL WT 1 _ _[ _ _I __NUMBER__ I _____ I INSP I ____I I — —E1 7 4 rGZ FE 8231110NN1 8" LOW/HIGH T23-11-10 �F6:00-01-06 F5:01-02-04 T 102.39 409.56 I I I I SIDE ES EQUAL ( F4:01-05-04 F3:22-06-06 LEGS i i F2,22-09-06 F1:23-10-04 _ _ _ ___ r —E2 — _ �6 GZ r8S48231112NN1 8"LOW/HIGH 23-11-12 F2:00-01-06 F1:23-10-06 �,........._..�.�.......�..— 102.44 614.64 � I I f ISIDE ES EQUAL I I I I f I ILEGS I 1 I I .......... _...—�..,. --_..—,—_ �� . .-- MAR01 r 4 I GZ I I RAKE ANGLE 20-00-00 I I 32.64 I 130.56 - - - - - - - � , _ � _ _ - - - - - - - - - — I — —T— - - - - - — — — — — — — — — — — — — — — — — — � - - - - -j- - - - I TOTAL WEIGHT THIS GROUP: 1,154.76 � I I GROUP NUMBER:2 REV# DATE DFT/CHK JOB NUMBER I I IK2080080A HDL TE I I I I _ _ I GALVANIZED SECONDARY I I ' IDR:HDL [ [ I I ICK:RAR I f f I I IIN:HDL I IBOMSNET ID: K2080080A I I I (DATE: 30-Jul-2020 7/30/2020 2:23:57 PM PAGE:2 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WILD I LENGTH I PUNCHING I REMARKS I UNIT WY I TOTAL WT I I I I NUMBER I I INSP I I I I I I — — —P1 — — T ��iGZ —P8Z28261112EH 8"ZEE 26-11-12 i----- ---- I 127.81 i 1,278.10� 10GZ I P8Z28261112HE I8"ZEE —�— 26711-12 ---------- --------- I 127.81 r ^ — P5 — — — 10 iGZ —I P8Z68270900FF I8"ZEE —— — r— 27-09-00 ---------- --------- ! 71 9 67 I 798.70 P4 — — — 10 jGZ I P8Z68281008FH I8"ZEE i — 28-10-08 -- ---y—y —`y--ry-- i 8i 829.00 10 GZ I P8Z68281008HF I$"ZEE — - - — i — 28-10-08 ------u ————————— f 82.90 829.00 r - - - - � , i L _ _ - - - - - - - -1- - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - -i- - - - -I TOTAL WEIGHT THIS GROUP: 5,010.90 GROUP NUMBER: 3 REV# DATE DFTICHK JOB NUMBER I I IK2080080A_HDL_TE I I [ IK I GALVANIZED SECONDARY I I f IbR:HbL CK:RAR I IIN:HDL IBOMSNET ID: K2080080A DATE:30-Jul-2020 7/30/2020 2:23:57 PM PAGE:3 OF 9 PART NUMBER QTY I COLR REFERENCE DESCRIPTION I WLD I LENGTH I PUNCHING I REMARKS I UNIT WT I TOTAL WT _ I I _ I __NUMBER__ I ______ I INSP 1 I I _____ I ___ I _ _ _ I FB2 12 GZ -�NFBH030814 FLANGE BRACE 03-08-14 6.51 78.12 I I [ (SPECIAL LENGTHLG I j I r FB1 _ 12 GZ rNFBH040206 FLANGE BRACE 04-02-06 7.30 87.60 I I [ (SPECIAL LENGTH I I I I BRip2802- - - 8- GP BR2 BRACE ROD-518"� 28-02700 I ---------- ------..... ...... I 28.50 I 228.00 - - - - - - - 1- - - t_ � �� IASTM- - - I _ _ _ _ .,... .... .... .... .._. .,... ..... ....,. ..... . - - - - - - - L - - - -�- - - - fi - TOTAL WEIGHT THIS GROUP:393.72 I GROUP NUMBER:4 REV# DATE DFTICHK JOB NUMBER �FBBL: 0 FBBH: 0 PB: 0 SA014D: 0 SA014E: 0 SA014F: 0 SA014G: 0 SA014H: 0 I I ICB08: 0 CB10: 0 CB12: 0 CB14: 0 CB16: 0 SR: BR: I IK2080080A_HDL_TE I I I IK I GALVANIZED SECONDARY I I IDR:HDL I I I I ICK:RAR I f I ! IIN:HDL IBOMSNET ID: K2080080A I I I (DATE:30-Jul-2020 7/30/2020 2:23:57 PM PAGE:4 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLb I LENGTH PUNCHING REMARKS UNIT WT TOTAL WT I I I I NUMBER I IINSPI I I I I _ _ _ I - - — — — — I KPP0030000ZA6 B I 40 I ZA — -------r EAK PANEL T 03 00-00 i ————————— I 8.58 r 343.20 rKR2A940410ZA6 80 ZA I IKIRBY RB IT i 1�}-04-i0 I 37.54 3,003.20� fi _ _ _ - - _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,L _ -- _ �- _ � _ � TOTAL WEIGHT THIS GROUP:3,346.40 'GROUP NUMBER: 5 REV# DATE I 'DFT`CHK JOB NUMBER I 1 IK2080080A HDL TE I I I IK _ I GALVANIZED SECONDARY I I ! IDR:HDL I I I I I I I ICK:RAR I IIN:HDL IBOMSNET ID: K2080080A I I I 1 'DATE: 30-Ju1-2020 7/30/2020 2:23:57 PM PAGE:5 OF 9 PART NUMBER I QTY ICOLRI REFERENCE-F DESCRIPTION I WILD I LENGTH PUNCHING REMARKS I UNIT WT I TOTAL WT I I _ I I NUMBER I ____ I INSP I I I I I I T OVER TRIM 8.0� 10-01-00 9.88 79.04 CA-1 - - E- 8- i G -I----- ----i--------- I - _ r- IPURLINS(0:12) r CAC1211=G - 25 COVER TRIM8.0 10-01-00 t ^^ ^T --------- I 9r G 247.00 I f 1 [ IPURLINS (1:12) D67A01 EG - - - 56 EG -r------- DOWNSPOUT -- 00-06-08 - `------ 0.03 1.68 I I i _........-.....STRAPBRACKET I I 1 - r DPA0IEG - - � 56 IEG I DOWNSPOUT - 00-10-04 ( 0.08 ! 4.48 ISTRAP I G I - I EG - - 101ODi -------- -rGEG181E 4 SMALL EAVE 18.48i 73.9211 1 ]GUTTER I rGEG241EG t 10 IEG - KR SMALL EAVE- 20-01-00 ^--^-- -^-- ----_ - - -- 1 23.37 r 233.7D I I I ( IGUTTER 1 r GEGCLEG - 2- G GEG GUTTER 00-07-00 0---------- --------- !� 30 I 0.60 I I [I I IEND CAP(LEFT) 1 r GEGCREG 2- IEG - GEG GUTTER- -- 00-07-00 i---------- --------- I OI 30 I 0.60 I ! I I IEND CAP(RIGHT))I - GFR241EG 4 AEG I !TRIM lGAEFLE FASCIA f 20-D1-00 ---------- --------- 1 21 4 60 I 98.40 r PFR01EG - 2- IEG GABLE FASCIA 03-02-05 i------_ _ -- ------- -- 1 4.10 r 8.20 I I I I [BOX'R'(1:12) -{) rCLH161EG- - - 24 EG I [CLOSURE TRIM i 10-03-00 i COLOR MUST BE EG, 1 51 97 143.28 ..r ^ - �i , -I ! i - 0 -r--`----- -- ------- EG 14 -0_ DSBI4 I 1862 I 595.84 r DSEQIEG - - - 8 IEt; - DOWNSPOUT 00-11-01 ---------- --------- 1 1� 40 11.20 I E I I I ELBOW r DSE02EG 16G DOWNSPOUT-�- 00-11-01 1 1 1.40 22.40 1 ELBOW -- - - - - - - - L _ - L -e - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - -I- - - - -1 GROUP NUMBER: 6 REV# DATE DFT/CHK JOB NUMBER I I I K2080080A HDL TE i I I IK GALVANIZED SECONDARY I I ] ' IDR:HDL I I I f I 1 ICK:RAR I 1 lIN:HDL 1 1BOMSNET ID: K2080080A ! DATE: 30-Jul-2020 7/30/2020 2:23:57 PM PAGE: 6 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH I PUNCHING I REMARKS UNIT WT I TOTAL WTI __I I NUMBER I ______ I INSP I _ rGTS01 ZA i 82 A I1--------T UTTER STRAP T^ 01-00-00 i—————— —^^ � 0.23 � 18.86 � i- -- - - - - - - _ - - Ir - _,� - _ t - - - -- - - � - - - - - - i - - - - - - - - - - -- - - - - - - - - - TOTAL WEIGHT THIS GROUP: 1,539.20 GROUP NUMBER:6 REV#a` DATE DFT/CHK JOB NUMBER I 1 IK2080080A_HDL_TE I I I IK I i GALVANIZED SECONDARY I I I ' IDR:HDL I I I I I I I 1 I I r ICK:RAR IIN:HDL IBOMSNET ID: K2080080A DATE: 30—Jul-2020 7/30/2020 2:23:57 PM PAGE:7 OF 9 PART NUMBER I QTY ICOLRI REFERENCE I DESCRIPTION I WLD I LENGTH PUNCHING I REMARKS I UNIT WT TOTAL WT NUMBER 1 ______ I INSP I ____I I I __ I _ _ _ I r H0209 _ - _ 49 rGP - ------TI2" F-436 .T 00-00-00 Tmm---------- 0.-- 1.96 I I I r � i I GP Waser 00 ---------- ---------49 -0H630- - - - 6 f I 0.12 5.88 I I I I IGrade C Nut I I I� I r H0610- - - - t 49 GP 5/8"x 2 1/4" A325� 00-02-04 ---------- --------- ( 01 40 1 19.60 I I I I I FT Bolt -}�- - H09 - - - - I 16 GP I !BRACER 1 i 00-00-00 f----------- --------- I O.94 r 15.04 r G0300_ - _ _ 499 �GZ r 1/2"A-563 I 00-00-00 ---------- --------- I 01 06 1 29.94 I I I I [Grade C Nut GV r G0601 t 450 �GZ 112' 1-114" A3251 R-01-04 ---------- --------- 0.18 I 81.00 I I I f I FT Bolt GV y r G0603 ^ ^ 49 �GZ _ 112"x2" A325� 00-02-00 I ---------- --------- I 0.22 10.78 y I I I I I FT Bolt GV H6201 - - - - 16 �GZ 518"F-844 Flat- 00-00-00 t---------- -------- 0.008 1 -1.28 I I I I I Washer I I I� I r H0410 _ - 16 �GZ 1518"A-563 00-00-00 ---------- 0--------- I 1 16 I 2.56 I I I I IGrade A Nut 84 - -r------- FOAM �- 03-00-00 0.10 8.40 I I I (CLOSURES I I ] f STP02 62 3116X718 X 40-00-00 1.93 119.66 I I I 140'SEALANT I I I I I I ( !TAPE I I I I rTSWH 3-I I (TUBE SEALANT 15-00-00 ( ---------- - ------I 1.14 I 3.42 r FA01CP - - - �2867 I �r010 ----`----- ---------0-4 002 1 57.34 IDP2BLA I - - - - - - - L - - - -L- - - _!GROUP NUMBER:7 REV# DATE DFT/CHK lJOB NUMBER I 1 IK2080080A_HDL_TE I I I IK I GALVANIZED SECONDARY I I I ! IDR:HDL I I I I ICK:RAR I IIN:HDL I IBOMSNET ID: K2080080A I I DATE: 30-Jul-2020 7/30/2020 2:23:57 PM PAGE:8 OF 9 PART NUMBER OTY I COLR REFERENCE DESCRIPTION I WLD I LENGTH I PUNCHING I REMARKS I UNIT WT I TOTAL WT I I __I I NUMBER I ____ I INSP I I I I I I — FA03C P _ �1820 T P —r-------�114- 14 71$" H W H T 00-00-14 i r——`——r——r 0.02 r 38.40 7 I I I I IVRT DP1 BLAZ FA03EG — — — t 260EG 114- 14 718" 0 HWH O0 00-14 ---------- --------- 1 Q2 I 5.20 f I I I IVRT DP1 BLAZ T I I I I— FA07EG — — 610 EG —r------- 12-14 x 1 114" OQ-01-04 ----------- 0.01 6.10 I i I IHWH BLAZER I I I I IDP2 I I I I 20 EG f— - - 114-14 x 7/S"11EG 00-00-14 -------- 0.01— 0.20 I I I HWH BLAZER I I I I I I I IVRT I I I I r FA13EG — — — 7p EG 12-24 x 1 112" 00-01-08 -------- 0.02 1— -I I I 1HWH BLAZER I I I f I [ I IDP5 RVTEG— — — — 400 IEG i POP RIVET^ _ i 00-01-Do I ^^^^——— ---------I 0.00 I 0.20 t - - - - - - -L T- - - - - - - - - - - - - - - - - - - _ _ _ _ L _ _ TOTAL WEIGHT THIS GROUP:406.36 GROUP NUMBER: 7 REV 4 DATE DFT/CHK JOB NUMBER I 14 f I 1 IK2080080A_HDL_TE I I I IK I GALVANIZED SECONDARY I I 1 ' IDR:HDL ICK:RAR I IIN:HDL IBOMSNET ID: K2080080A I DATE: 30-Ju1-2020 7/30/2020 2:23:57 PM PAGE: 9 OF 9 JOB NUMBER: K2080080A KIRBY BUYER: PROCTOR CONSTRUCTION CO. PROJECT: Al-TRUSS STORAGE #4 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 PLAN 124 KIRBY DRIVE, PORTLAN D, TN 37148 D1-D3 STANDARD DETAILS 1 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 TRIM COLORS: I. BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. ROOF LIVE LOAD: 20 PSF TRIBUTARY REDUCTION Yes FRAME LIVE LOAD: 12 PSF NOTE:ANY VARIANCE ROOF LINE TRIM: CYPRESS GREEN(EG) II. BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION,IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS FROM THE PANEL DOWNSPOUTS: CYPRESS GREEN(EG) 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 TYPES OR COLORS 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 LISTED HERE WILL BE AS A SEISMIC DESIGN CATEGORY OF D,E OR F. SEISMIC CRITERIA: Ss: 0.07 S1: 0.03 SDS: 0.07 SD1: 0.05 NOTED ON THE IV. ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS A SLIP-CRITICAL CONNECTION MUST BE FREE OF PAINT,OIL, SEISMIC USE GROUP: N/A SITE CLASS: D le: 1.0 ELEVATION DRAWINGS. 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 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 PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH.KIRBY STANDARD SHOP COAT THIS BUILDING IS DESIGNED AS AN OPEN STRUCTURE.ALL EXTERIOR COMPONENTS(DOORS,WINDOWS, PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP-636. ETC.)MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND 4.TEMPORARY PANEL STORAGE CLADDING IN THE DESIGN CODE LISTED ABOVE.ALL EXTERIOR COMPONENTS(WINDOWS,DOORS,ETC)MUST MEET 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 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 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 METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE. COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THE SPECIFIC BUILDING CODE. THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON.THE WAX OR \ OIL CAN BUILD UP ON SHOES,GLOVES,AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER *** FOR OCCUPANCY CATEGORY I OR II BUILDINGS,IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC \\ �GER L. N/// COMPONENTS HAZARDOUS. STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS,PARTITIONS,CEILINGS,AND EXTERIOR WALLS SHOULD BE DETAILED '"•••'• `C / (BY OTHERS)TO ACCOMMODATE THIS STORY DRIFT. C E N S�•.. //j/ 7.ERECTION NOTES THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS,STANDARD DETAILS,SPECIAL DETAILS, Z., No. 79464 AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS.FIELD OTHER LOADS: 08�17� O O 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. G R 8.WELDING SPECIFICATIONS ENGINEER NOTES: ALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125"IN THICKNESS WERE PRODUCED IN \ \ T. ACCORDANCE WITHIN THE 2010 AWS D1.1 STRUCTURAL WELDING CODE-STEEL. THE REMAINING WELDS ON �RV STATE OF OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 2008 AWS D1.3 STRUCTURAL WELDING CODE-SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS. O S O RIV.•• \V 9 BUILDING NTENANCE MANUAL IVAILABLEIAT hftp:////wv.w.k bybui A ldingsystems.com/for_metal_building_systems_builders.asp ////BONA 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 200#CAPACITY WITH SUPPORTANGLE J 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 = '� LOAD). r 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 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) ~ 1ca a ! o ! 3. INSTRUCTIONS IN THE STEPS ABOVE.ENSURE THAT NO FASTENERS GN8.ALL PRIMARY AND SECONDARY FRAMING,WIND BRACING,ETC. THE ERECTOR IS RESPONSIBLE FOR OBTAINING AND FIELD INSTALLING THE EXTRA REINFORCED ANGLE. REQUIRED Z �u W z o o 0 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� 0 CONCENTRATED LOAD MAX.ROOF SLOPE=1:12 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. DO 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 v PURLIN 500#CAPACITY 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 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. ry ¢ z o w MAY NEED TO MAKE MODIFICATIONS TO THE MATERIAL SUPPLIED. �m enW 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 25164"0 zw AMMY X-PRESS mo Ly E' z 0 w IDEWINDER PIPE �� o w a SITE CONDITIONS,NOT THE METAL BUILDING MANUFACTURER. INSURE CORRECT USAGE OF FASTENERS. (FIELD D �_ o w 00 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. N ~ o BOLTS,EMBEDMENT PLATES,NOR ANY OTHER MATERIALS THAT WHILE OTHERS ARE WELDED. 112 PURL /8"0 ROD HANGER ]MAY BE CONSIDERED PART OF THE FOUNDATION. GN13.WARNING:PENCIL LEAD AND MARKER WILL CAUSE GALV. SEE NOTE HD4) L F > 00 0 m MZ2.ALL JOIST BRIDGING TO BE FIELD WELDED,UNLESS NOTED PANELS AND TRIM PIECES TO RUST.DO NOT USE THESE TO MARK < F m a 0 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 c TO JOIST AS SHOWN HANGING LOAD MAX.ROOF SLOPE=1:12 RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN BE PLACED ON JOISTS. GN14.USE RVTCP AT 5'-0"C/C FOR TEMPORARY INSTALLATION OF ao 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 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 o 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�- 250#CAPACITY WITH SUPPORT ANGLE CROSS-SECTION DRAWINGS: EQUIVALENT AT ALL EDGE RIBS PLUS A SUFFICIENT NUMBER OF CLH,LRT,RCL MAY NOT BE THE SAME COLOR AS THE TRIM THAT TOP CHORD vT' STEEL LINE Z INTERIOR RIBS. WILL BE VISIBLE. MPX- o g XS1.ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS SUPPORT ANGLE U CADDY PURLIN a UNLESS NOTED. MZ4.THE EDGE ANGLE HAS BEEN DESIGNED ONLY TO RESIST THE GN17.SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS CLAMP (L2"z2"x1/S",6"LONG) = of REQUIRED AT LOADS>250 LBS. 0 FORCES IMPOSED DURING THE PLACEMENT AND CURING OF THE THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER (MODEL 315) m �n 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 0 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 w o (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) N 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 `�`1 MAX.ROOF SLOPE=8:12 } ¢w 0 ROOF PANEL LAYOUTS: SEE DETAIL=(UNLESS OTHERWISE NOTED). UNLESS NOTED OTHERWISE.USE TUBE SEALANT AT ALL TRIM OPTION A: OPTION B: W w 0 0 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 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 CD 0 TO FACILITATE PROPER INSTALLATION OF THE COLUMN AND 1250#CAPACITY w CD 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=O w 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 a z w, (SEE NOTE HD4) o 5-a z z w f ro 'p LOAD APPROACHES THE LIMITS SHOWN,OR IF INDIVIDUAL MEMBERS m ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 7/16"0 HOLE '�o (FIELD DRILLED) MISCELLANEOUS FASTENERS w ,o y w w< HANGER DETAIL BETWEEN PURLINS cam w d o a w m z o MAX.ROOF SLOPE 8:12 12-24X 1}Q'HWH w�w�a�duvio��c>z BLAZER DP5 w/ c>O w a¢S m N w?52¢ S BONDED WASHER FA13- \ E S� No. 79464 * 08/17/ 0 0 J' `. STATE OF i S OR IV 011111 Dia= 1" a TJ o 2 ' 0 O O i75 Z € LL z z NQ �� O o 0 1' 1" o W; O O 2„ a 0 2 O 10" 10" See Plan N o DETAIL .4 Y"' U z K (7 O O O 0m � mpW O d m 120'-0" OUT-TO-OUT OF STEEL c~i o �mN O < a ¢ Y 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" ] J w ¢a Z 0 o m 1'-4" 22'-8" 22'-8" 1'_4" m a W N 0 O m BACK SIDEWALL21 00 z O J W - E a W CD O p J O J U U) J L Q Q w Z F < D O O A A o A A A A (AO <-Y � LY c 0 O p ccM F y 2 O J O E wti� F o 'p o r r o ¢W(D r �w a wp O a K o LU a ¢wo ttN t-tP ¢¢ w¢ Z.o FRONT SIDEWALL w a c� o z m o w 1'4" 22'-8" 22'-8" 1'4" �J 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 0 O O O O O O / ANCHOR BOLT PLAN NOTE:All Base Plates @ 100'-0"(U.N.) �J NOTE:Finished Floor Elevation @ 100'-0"(U.N.) vO v � z r O ¢ O w U Z1 5- a W Q ro W 2 Z Z w O z 0 p K O W p p U)p w 6 O U t 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 ............. CENSF //i No. 79464 * 08/17/ 0 0 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 A61.ALL DIMENSIONS ARE OUT TO OUT STEEL. CONCRETE NOTCH IS REQUIRED,THEN THE REQ'D ENGINEER FAMILIAR WITH LOCAL SITE CONDITIONS,NOT THE METAL BUILDING MANUFACTURER. *P BASE PLATE 3/4" 2_1/2" O DIMENSIONS SHOULD BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. / T• \ 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" STATE OF 3" / ;` \ 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 ** 1-1/4" 3-1/2" THESE SETTINGS DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS,THE METAL BUILDING BE CONSIDERED PART OF THE FOUNDATION. O BY THE FOUNDATION / S L OR I O G \ MANUFACTURER MUST BE CONTACTED IMMEDIATELY-BEFORE CONCRETE IS PLACED. ASS.THE ANCHOR BOLT LOCATIONS SHOWN SATISFY PERTINENT REQUIREMENTS OF THE DESIGN OF ENGINEER. 1-1/2" 3-1/2" /�/ S%"••.................•• ��\�� AB3.EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. THE METAL BUILDING.IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO MAKE CERTAIN BOLT MATERIAL IS TO BE ASTM F1554-36.ANCHOR BOLTS OF EQUAL DIAMETER THAT EXCEED THE F1554-36 STRENGTH REQUIREMENT MAYBE THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS. Designer: WG/ 8-OS-20F —ANCHOR BOLT EMBEDMENT LENGTH"D"IS TO BE �/�/// USED AT THE DISCRETION OF THE FOUNDATION ENGINEER. AST.DRAWINGS ARE NOT TO SCALE.SEE DETAILS FOR COLUMN ORIENTATION. b lQ DETERMINED BY THE FOUNDATION ENGINEER. IN A L I I I I I I CAP PLATE BOLTS M Mark Oty Type Dia Length W WI o N RFC-1 8 A325 5/8" 21/4" m w z C J > o z OFLANGE BRACES:(1)One Side;(2)Two Sides LL o o 0 0 W= o m o O z � 15-0 5/8" 15'-0 5/8" �csH F- 0 2 3 2 3'-6,. 1'4" 1'4" 2 3'6" 2 �S W E N o a 2'3" 2'-2 5/8" _ if1 2'2518" 2 �Cmcn 0 a s Y 12 12 w u 3 6f z � 0 o0G3011 F m a Bl — ---- F� 1_) FB1�1) — ---- — F FB ) ) o Z RFR-1 0 � U a � N � 0 O U w F N o F = N W w¢w O W O 2 `9 } o ¢W O wz W + + L) + Y W a wa3 W' W' 0' I� Q w w 0< Q ��U �U U W FQ Q Q �W¢d aU w (D W W W � J J J x ¢¢ O O w =lz z 0 LL O w F.F.ELEV.=100'-0" O 14'-4 1/2" 14'-4 1/2" r f CLEAR+/- CLEAR+/- O 15'-0" 15-0" 1Y�^ l!� 30'-0"OUT-TO-OUT OF STEEL O RIGID FRAME ELEVATION: FRAME LINES 1, 2, 3, 4, 5, & 6 o oo U J a ti Z w U W =zw� ALL WALLS OPEN FOR PASSAGE w�YONLL=mU~Zz=,0 ��yr a�ooFom= �W U U O w=p O z w W w N 0 'L>cJUw �d HU�?0 2 O Y UONd¢OUmu=iN? ¢KUU No. 79464 * 08/17/ 0 0 J STATE OF i P F�OR 10P •............... ////ONiAi\\\ ®Utl < O GA0081 /_ / s m AF0011 AF0011 AF0011 AF0011 / / z a Y a BA0030 BA0020 BA0020 BA0020 BA0020 BA0030 J M�`" LL O U O O WEW JBB30,0 BB3045 BB3045 BB3045 BB3045 663010 DSE02 O � a o 120'-0" OUT-TO-OUT OF STEEL DSB14 Y M w c� DSE02 —DBA01 &DPA01 o z o LL 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" mesh t = g I =� E o w o 1'-4„ 22'-8" 22'-8" 1'-4" mou+ w a �de~i� o o � =Y a mN O � u � _ 3 w w w z � 13 < m a J E-1 E-2 E-2 E-2 E-1 o w U P-1 T P-3 T P-5(Typ) P-4 T P-2(Typ) w —DBA01 &DPA01 J Q F o MAR01 MAR01 F > o LL Z o A o 0 w jjjE?tP-4(Typ) P-5 T P-1 (Typ) o cna,ssx v a ( YP) 0 cn w of of a P-3(Typ) c� REF.D3 CO a H o ? MAR01 I I I I I I MAR01 F w z O o Hip O o 0 o� � o E-1 E-2 E-2 E-2 E-1 —DBA01 &DPA01 waw PURLIN T-0" 1'-10 1/2" 1'-101/2" 3'-0" } o ¢w 7 LAP 3 0" +-10 1/2" +-10 1/2" 3 0" w w U Q z Y ¢ N a J w 0 K F J Q w 0 LU w ww C7O < 0�0 ROOF FRAMING PLAN way �Z LLow DBA01 &DPA01 DSE01� O Iv — — — V 1 2 3 4 5 6 DOWNSPOUT RETURN 7i� 0r 0 0 0 0 cp ❑GEGCR (12)CLH101,(2)GEG181,(5)GEG241,(41)GTS01,(12.5)CAC121 DOWNSPOUT QTY.PER QTY.PER GEGCL PART MARK DS LOCATION ELEVATION O � °' -- -- -- — -- — -- — — � DS614 4 32 U LL U �- DSE01 1 8 o ocool, � 4 K PO 30 00 6 LL DSE02 2 16 O w Q m O F E0051 x�Y FLLO�K�w ww Fo N v N DBA01 7 56 oFooOzpmLLz��oU -Ow O w I O ZO Z W w F N O O [if N 0� DPA01 7 56 o a�9a��TI sI p U O N a¢OU m v=i N z 4 w o oosol Z,E L GEGC❑R (12)CLH101,(2)GEG181,(5)GEG241,(41)GTS01,(12.5)CAC121 0 0 0000,1 0 0 * OR DOWNSPOUT STRAPS (DPA01 &SE POP RIVETS TO CONNECTDBA01), STRAP U TO DOWNSPOUT,AND FA13 FOR STRAP TO COLUMN No. 79464 ROOF SHEETING/TRIM PLAN DOWNSPOUT STRAP SPACING IS 6-0" O.C. =* 08/17/ 0 0 PANELS:26 Ga.KR2-GALVALUME PLUS(GM) DA0011 A0013 GA0030 DUE TO THE LONG DOWNSPOUT RETURN �;. �\ SPAN, ADDITION DOWNSPOUT STRAPS T . STATE OF HAVE BEEN PROVIDED FOR ATTACHMENT TO THE INSIDE FLANGE OF THE RAFTER. �i SS .....�OR %ONIA. ;.. \�\��� BRACE ROD BRACE ROD BRACER,FLAT T-6" n DIAMETER PIECE MARK WASHER,&NUT EAVE STRUT EAVE STRUT / Ya oN m w O x r BR10 H0920GZ,G0201, Q G0410 -- GIRT OR r Q I Q PURLIN Z m } E_ m z O z w o < z LL � U � O __ (4)y'x 1 y" A325 BOLTS (2)yz'x 1 y" K �e (TYP.) A325 BOLTS 0 Y2'x 2"A325 BOLT E O _ Ov WASHER OVER SLOT REFER TO CROSS SECTION Cc WEB OF FRAME N O fF,OR FLANGE BRACE QUANTITY. ETAIL IS SYMMETRICAL ABOUT rn WHEN FLANGE BRACES ARE t� N < O REQUIRED ON BOTH SIDES. RAFTER/ w z . LL FLANGE BRAC ✓ RAFTER/ CO VJ o 00 BRACE ROD BRACER, CAP PLATE CAP PLATE m==' n 0 w w o FLAT WASHER, G W E F a o AND NUT Y x2 h f7 U G H H o A325 BOLT COLUMN OR BAOO2O �J~ 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 o BRACE ROD TO FRAME ATTACHMENT STANDARD FLANGE BRACE ATTACHMENT CONNECTION AT END FRAMES O w F L w > O U m 'FA03--'FASTENER w o 14)325 x 1 T (4)y"x 1 Y" (SEE LAYOUT FOR SPACING) o N A325 BOLTS A325 BOLTS (T P.) CONTINUOUS TAPE SEALANT r PURLIN I NOTE: m = Fa PURLIN I TURN TAPE I 11 STIFFENER F.�� DOWN AT EAVE I (IF REQUIRED) z I z O ®1 I O II ®1 II (2)Y2"x 1 Y'• FA03-- - 0 �11 GALVANIZED A325 BOLTS SECTION THRU SIDELAP STITCH FASTENERS ROOF MEMBER u ® (TYP.) %s"x% FASTENER"TAPE SEALANT ® ® (TYP.) N N STIFFENER (ABOVE AND BELOW (T,P) o O w z O INSIDE CLOSURE) SIDE LAP ® (IF REQUIRED) CLIP CLIP ® � o ENDWALL ® • RAFTER RAFTER w¢N r o ¢w C7 INSIDE CLOSURE • • ® • ® Y W ¢ N Q BB3010 BB3045 J ® END LAP ® �j a p (IF REQ'D) ® • 0 ¢cw9 Oz o PURLIN CONNECTION TO STANDARD PURLIN CONNECTION w a< o z ENDWALL RAFTER TO INTERIOR RAFTERS LL O • • %s"X%" ® • TAPE SEALANT AT LAPS EAVE dab STRUT PEAK PURLIN OR ® HIGH EAVE MEMBER BOTTOM PANEL TOP PANEL • END LAP PURLIN � ® SEALANT MUST BE CONNECTED REFER TO DA0011 FORE AVE (IF ENDLAPS ARE REQ'D) O TAPE SEALANT FROM THE TOP OF THE PANEL CLOSURE AND SEALANT DETAILS TO THE TOP OF THE CLOSURE INTERMEDIATE PURLIN EAVE MEMBER( H P VARIES) 2 EAVE STRUT SHOWN FOR REFERENCE O 4" 4" 4" 4" 4" 4" ROOF PANEL PEAK PANEL,ENDLAP AND EAVE MEMBER FASTENER LAYOUT INTERMEDIATE PURLIN MEMBER FASTENER LAYOUT z o o� U J Q Z w U GENERAL NOTES: w�ma��o>��"oNa OYwu~iLL OLOCATE THE CENTER OF THE FIRST MAJOR RIB EXACTLY R SHOULD STEEL LINE ATTACH PANELS THEN ATTACH CAP SHEET.. OVER O LOCATION Ooz A SCREW BREAK DURING THE DRIVING PROCESS,REMOVE THEIN THE EVENT A SCREW IS INSTALLED IN THE WRONG SCREW AND oT z o o o Y w w Oz of 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 = LL i w Y U U O a w U 0�/1 INSIDE CORRECT ALIGNMENT. TAKEN TO PREVENT LEAKING. w z a a o>>> .8 CLOSURE O3. REFER TO DIFFERENT SECTIONS ON ERECTION DRAWINGS FOR DETAILS ©CONCENTRATED HEAVY LOADS(PERSONNEL OR MATERIALS)OCCURING ON ROOF U o<n a¢U m�n v>?Y a¢c� 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. ( ALL METAL SHAVINGS OCCURING AS A RESULT OF DRILLING OPERATIONS ON THE CLOSURE TRIM(CLH) G ALL DAMAGED PAINT FINISHES ARE TO BE RETOUCHED TO ROOF ARE TO BE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE OR ATTACH TO E.S.5'-0" 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.) ` C O/C W/CAD PL'D POP RIVET TAPE SEALANT 1Y"HOLD CLH EAVE No. 79464 AT LAPS _ * , OO/1�/ 0 0 OFF THE STRUT O I'�� EAVE STRUT `1j; TAPE SEALANT(CONTINOUS TOP TAPE SEALANT(C�O`NNTTINO�US TOP AND BOTTOM OF INSIDE CLOSURE) AND BOTTOM OF INSIDE CLOSURE) SIDELAP FASTENER LAYOUT'FA03' j0 `' STATE OF DA0011 % S '...�ORIa.... C� �\ DA0013 / / •N EAVE SEALANT DETAIL FASTENER AND SEALANT LAYOUT //////011110 I A 1 FA03(6"O/C) E o o M EXTEND RAKE FASCIA TAPE SEALANT(CONTINUOUS TOP& 'i{s'x'e"TAPE will, BOTTOM OF INSIDE CLOSURE) TO LAP WITH ENDCAP. RAKE FASCIASEALANT FIELD CUT RAKE FASCIA 'GFR' 0 RAKE FASCIA AS SHOWN. ROOF PANEL m POP RIVET z Y J w } w z H �" m FA07(V-0"O/C)— ? ¢ Y (TYP) FA07CP(AT EACH SUPPORT) 2E �ym �` o O o 0 J TAPE SEALANT--- AT ` GUTTER RAKE ANGLE'MAR01' m LAPS INSIDE CLOSURE O Q x9 1 Yz FA11(1'-0"O/C) p `�, 00 GUTTER STRAP'GTS01' � 0 END CAP }� O 3'-0"O/C NOTE:TAPE SEALANT IS REQ'D 0 w w/2 FA03 FASTENERS COVER TRIM PURLIN N J A () BETWEEN GUTTER STRAP&ROOF PNL.AT SCREW LOCATIONS APPLY BEAD OF TUBE N M POP RIVET 11 ---- CAULK TO ENDCAP AND F z O w '- ---------- INSTALL WITH POP FA07(AT EACH SUPPORT) ��yy O U RIVETS 2"O.C. LLI\ ROOF PANEL 0 `RAFTER(SHAPE VARIES) �__ tJ 00 00 a c �mfA Q w a ¢ FA03(6"O/C) s'x X"TAPE SEALANT DE0051 a V J r o CLOSURE TRIM ROOF MEMBER FASTENER(4"O/C) RAKE CONDITION WITH OPEN ENDWALL � ' z w ¢ 'CLH' FA07 FASTENER ROOF PANEL < m a o O EAVE GUTTER (1 0 O/C) VIEW'A' o� N STITCH FASTENER 1/4" ¢o N O.C.)COO \ COVER TRIM'C EAVE STRUT' m = z z o o „ GUTT a D 8 1" 1.FIELD TRIM BOTH FLANGES OF INSIDE GUTTER RAKE FACIA o 0 SECTION AS SHOWN. 2.APPLY 1/4"BEAD OF SEALANT 3/4"FROM OUTER EDGE ON OUTER SECTION. w 3.PLACE GUTTER SECTIONS TOGETHER WITH 1"LAP. o TUBE SEALANT 4.SECURE GUTTER SECTIONS TOGETHER WITH POP FIELD CUT INSIDE CLOSURE. GUTTER SPLICE ASSEMBLY RIVETS. APPLY Yjs"x%"TAPE SEALANT TO w¢w TOP AND BOTTOM. INSERT TO CLOSE VOID. • w I j o 0 z a a� (9 Q w H < OPEN SIDEWALL OR RAKE EXTENSION o W/GUTTER&KR2 ROOF W/O SOFFIT a a w¢ z=o FOR ROOF SLOPES 52:12 w a 0 o z LL O w • G JI TE s EXTEND RAKE FASCIA 2 TO LAP WITH ENDC P. FIELD CUT RAKE FA CIA I I • I MITER CUT INSET PORTION OF AS S OWN. END CAP GUTTER TO MATCH ENDCAP (EXTEND GUTTER TO MATCH V FACE OF RAKE FASCIA O O v DD0601 GUTTER TO RAKE FASCIA CORNER DETAIL c� LLo w/KIRBY RIB ROOF F o o Q o w Z 4l UIN�W z,W SZZ w — Z W Z Z O Ox 000�NYIi C7ti0F a K O W O p U)O W 4 O U 21 7 O D U w d 1w. S Z y W W Kh`��py—ao FUZ Z d O Q a O —>>> U.0 UOrntL U... YQKU . .....DER ............. � : E Ns" No. 79464 * 08/17/ 0 0 J' ` STATE OF i S �ORI�..... Cj 011111 GUTTER POP RIVET (TYP.) o o M - o 0 LL 51 < ^ M -------------- -----------------tm I I J } Z I I CAULK JOINT FIELD BEND BOTTOMN ~ �< ¢ R Y I I O LL OF GUTTER DOW z - p U p p INTO DOWNSPOUT Q �'S J DOWNSPOUT ~ BOTTOM OF Of m`W \' (FIELD BEVEL CUT TO MATCH \y/ GUTTER BOTTOM OF GUTTER) d ..e tSEALANT L AT PEAK 9q� T eF F Oop BOTTOM OF GUTTER } O ASTENER KR'PEAK)PANEL q<qN _ _ _ _ N PANEL VARIES \� V ¢ r--------- % . c0 F Z p w SING OUTLET WNSP LOCATION __________________ �CBN p OU U GA0030 USING DOWNSPOUT TO LINES. z� z 0 U w o MARK DIAGONAL LINES. m�y,� O O TYPICAL TRIM LAP cuTALONGDIAGONAuwesN UAND BEND TABS DOWN.PE �mHOuDOWNSPOUT CONNECTION TO GUTTER Z u' w <a F in a 0 0 w < _ 0 m p x ROOF PANEL z Oz O H a C) w z p O DETAIL IS SYMMETRICAL U EACH SIDE OF PEAK NOTE:RAFTER NOT SHOWN FOR CLARITY D00011 USE DOWNSPOUT STRAPS ON UNDERSIDE W N OF RAFTERS AT 5-0"O/C MAX. LU w Q 0Z KR RIDGE PANEL INSTALLATION w r ¢ w o • '� Lu a p J ¢w • DOWNSPOUT ELBOW p ¢ p w0 �A I 'DSE02' w a v o z z_w�p II� �� • � - Ow e • SEE GA0081 FOR DOWNSPOUT IIII ATTACHMENT TO GUTTER —DOWNSPOUT DOWNSPOUT ELBOW DOWNSPOUT (FIELD CUT IF REQ'D) O 'DSE02 (FIELD CUT TO LENGTH) e • uu DOWNSPOUT SPLICE F REQ'D O WI(3)POP RIVETS TYP. DBA01 NOT SO CENTERED Illlllmllull STITCH FASTENER ON COLUMN DOWNSPOUT— DOWNSPOUT STRAP'DPA01' (REF.GA0082 FOR ATTACHMENT TO WALL) COLUMN FIELD BEND STRAP AROUND DOWNSPOUT FLANGE ¢ o w AND ATTACH w/(2)POP RIVETS FA13 ~QKKN w (TYP.) mUw.Z to d w DPA01 �i��s�zzw�o DOWNSPOUT e • (CENTER ON DBA01) a o o z o'm a ELBOW �oU�ate aw iF o 0 oY UONa¢OUmaiN? ¢¢OU *FOR DOWNSPOUT STRAPS(DPA01&DBA01), CONNECTUSE POP RIVETS TO TO DOWNSPOUT,AND FA13 FOR STRAP TO COLUMN \\\ GER L• N/� ��// DOWNSPOUT STRAP SPACING IS 5-0"O.C. \\\ C E N S �i GA0185X DUE TO THE LONG DOWNSPOUT RETURN SPAN,ADDITION DOWNSPOUT STRAPS No. 79464 MODIFIED DOWNSPOUT RETURN HAVE BEEN PROVIDED FOR ATTACHMENT 1 08/17/ 0 0 TO THE INSIDE FLANGE OF THE RAFTER. _ 7C t� J� STATE OF OR 10P :G�\�