Loading...
HomeMy WebLinkAboutROOF FRAME OPENING LAYOUTA 4 GFTCLSB HIGH EAVE HKCCRSB 0 ¢ � 4 N J z Z W m U W J a O N W 00 WRZ1SB GEDCLSB (30) CAC121SB (150) MEC01 (30) CLH101SB (150) GTS03ZA (30) GED181SB DRAINAGE: DOUBLE DOWNSPOUTS AT EACH FRAME LINE DOWNSPOUT LAYOUT TYP. (4) DSBI4TS (6) DSE01TS (12) DBA01TS (6) MXT01 GENERAL NOTES: 1. USE f DIA. X 1+0 A325 BOLTS FOR ALL PURLIN LAP CONNECTIONS. 2. USE }" DIA. X 1#" A325 BOLTS FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. ,3. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (CABLE EX. 08 = *"0 AND 10 = WO) (ROD EX. 08 = f"O AND 10 = VO) .4.'ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY 'THE ERECTOR DURING THE ERECTION OF THE BUILDING. 5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE ROOF PANELS. (150) SLMC; (150) SBP01 (30) EPH10A PHASE A SHEETING ANGLE (MAE_) (30) MAL15 ON BOTTOM (30) MAE01 ON TOP NOTE: USE MAE01 ON TOP OF REVERSED PURLIN AND MAL15 ON BOTTOM TO SUPPORT FLASHING AT OPEN AREA. 6. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. B. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR WORKING PLATFORMS. NEVER STAND OR WALK ON METAL BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 9. DRAWINGS ARE NOT TO SCALE. 10. FOR KIRBYLOK OR ROOFLOK ROOF PANELS, REF. APPROPRIATE ERECTION MANUAL FOR ERECTION PROCEDURES. (88) SLMCS (88) SBP01 B_B (14) CAC121SB (18) CLH101SB (12) GED181SB (13) MAL15 ON BOTTOM (18) MAE01 ON TOP PHASE B (88) MEC01 (88) GTS03ZA (18) EPH10A ROOF SHEETING LAYOUT PANELS: 24GA SS360 - ZINC -ALUMINUM (ZA) SHEETING DIRECTION 11. DARNING: PENCIL LEAD WILL CAUSE GALV. ANELS AND TRIM PIECES TO RUST. 0 NOT USE PENCILS TO MARK ON PARTS. THC$Z PLA.iIS AND ALL PROPOSED �dC 4C ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CGDEG. DETAIL KEY ISSUEJ DESCRIPTION BY DETAIL NO. REFERENCE ERECTION DETAILS A APPROVAL KMS S STRUCTURAL KMS 1 STRUCTURAL WBS 0 CONSTRUCTION WBS 12. COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FOUND IN THE STANDING S AM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS A THOROUGH UNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE REVIEW THE D TAILS PROVIDED IN THE ERECTION DRAWINGS AND THE STANDING SEAM MANUAL. H VE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST. I D NUME3E R : 17BOl 75A (188) 01 (38) CAC121SB (38) CLH101SB (26) GED1818B (28) MAL15 ON BOTTOM (28) MAE01 ON TOP PHASE C 10.1.0 if:TI&M (188) MEC01 (188) GTS03ZA (38) EPH10A GFTCRSB HKCCLSB C m N N U M WRZ1SB GEDCRSB #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. D A T E PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT 8. 13.1ITH ANY 7 QUESTIONSOR00 IJSSUES. BUILDING 1 1 . 8. 1 7 SYSTEMS A IYu=ofq COMPANY 1 . 24. 1 8 io E& BE77ER 8UlDI]H2S. 1 .19. 18 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE TITLE: ROOF SHEETING PLAN BUILDER: MAVERICK BOAT GROUP CUSTOMER:MAVERICK BOATS LOCATION: FORT PIERCE, FL 34946 SKR/11.8.17 o PORTLAND, TN 37148 DRN.BY: WBS DATE: 1-19-18 CKD.BY: DATE: DWG. NO: E 15 OF: 25 0 N N ~ U m 02 N w I NOTE: USE A (PC) OF JTR122TS & BSC121 TO FLASH OFF PANEL AROUND MASONRY WALL AT ENDWALL. 3r 1 7I GIRT LAPS 33 25141 32 CCA097SB HTK044SB F�,uo co30 UPI W U� �U (8) 3.4 x 7- 2 FRAME LOCD OPENINGS (FIELD CCA145SB HTK148SB N N I N U U (12) 12'-0" x 12-0 FRAMED OPENINGS k-1o/ lv^muc kou1 I � I ." I I I I I I I I I 26 25 25'-0' 27 26 25'-0' 25 24 25'-0" BACK SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26GA KR2 - TAUPE SAND 13 25'-0" 12 8 8 25'-0' NOTE: USE A (PC) OF JTR122TS & BSC121 TO FLASH OFF PANEL AROUND MASONRY WALL AT ENDWALL. 5 4 25'-0' 18 4 3 15 14 12 11 8 25'-0" 7 25'-0" 23 22 19 26-0" 25' -0" 25'_0,� P5'.p' r l[J N u) 1fJ N to N h In N U U U U U U y y w co N U U U U U U U U U U y N N (D fn U) Lu N W w w W W W W W U U in to (U/1 N fp N N i� w W w w w _W_ W W ^W ^^ ^n W _ __ .�(1 _MR 19 i�o 12'_nll `9 12'_0" c 121_01' m 2-_0�1 121_O�I m m Z-51/4� 2'-51/44 2'.51/4� 2'-51/4� 2'-5 1/4 2'-51/4 Z-5114LL 2'-51/4� 2'-51/4 2'-51/4' 2'-51/4 2'-5 7/4 2'-5 �4 Z-5 1/4� 2'-5 2 -5 1 /411 2'-5 114" 2 -5 1 /4" 2 -5 1 /4" Z-5 1 /4" Z-5 114" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4' 2'-5 1 /4" am. F 2'-51/4�_ 2'-51/41_ Z-51/41- T-51/4"4 2'-5 1/4" Z-51/4" Z-51/4" Z-51/4" 2'-5 1/4" OQV-uyvi-I BACK SIDEWALL FRAMING: FRAME LINE A NOTE: SEE THE CROSS SECTIONS FOR COLUMN LINE MARKS FRAMED OPENINGS SHOWN SEPARATELY FOR CLARITY Izo 112'-0" J_zo 14 13 ?Z-5 11 10 (( 2'-5 1 /4" 2'-5 1 /4" 2'-5 7 /2'-5 1 /4" 2'-5 1 /4" Z-5 1 /4" 2'-5 1 /4" 1 /4" 2'-5 1 /4" 2'-5 1 /4" 1 /4" Z-5 1 /4" 7-5 1 /4" 2'-5 1 /4" yo,i' , I r ZT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OIRDLM TO COMPLY WITH ALL APPLICABLE COZIES. A 4mlp 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4" 2'-5 1 /4! 2'.5 114" 2'-5 1 /4" 1/4" 2'-51/4" 2'-5 1/4" Z-51/4" 2'-5 1/4" 2'-51/4" 2'-51/4" 6 11 BC060 2 J15 8CO60 2 J18 8CO60 12 J10 8C060 2 J10 8CO99 3 H2 8CO60 2 HW1 HW868 1 MXH11 W8xl5 1 G41 8ZO60 45 G35 8ZO60 120 G30 8Z075 6 G38 8Z075 2 MXH13 W8xl0 2 MXH107 W8x10 3 G37 8ZO60 N cn N 1 2 G36 8ZO99 v N 2 G40 8ZO99 m 2 G25 8ZO99 5 G26 8ZO99 1 G27 8Z060 N 2 G28 8ZO75 3 G33 8Z060 6 G34 8ZO75 1 G100 8ZO75 1 G101 8Z060 1 G102 8Z075 83 G30 8ZO75 37 G35 8Z060 2 G41 8Z060 2 G91 8Z060 4 G92 8ZO75 2 G94 8ZO60 4 G95 8Z075 1 G99 8ZO75 2 H5 BC060 1 G119 8ZO99 2 G36 8Z089 8 G44 8Z060 12 G45 8ZO75 3 G49 8ZO60 12 G50 8Z075 1 G52 8Z075 4 G54 8ZO60 2 G58 8ZO75 2 G59 8ZO99 1 G60 8ZO60 1 G61 8ZO75 1 G65 8ZO99 2 G66 8Z060 1 G75 8ZO60 1 MXH2O5 W8xl5 3 J6 J6 (8) 3-4 x 7-2 FRAMED OPENINGS (FIELD LOCATED) #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY"S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. PLEASE CONTACT OUR QUALITY GENERAL NOTES: 1. USE +"0 x 1 *, A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (EX, 08 = 'ffo 10 = ;"o) 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTSLOCATION: PRIOR TO INSTALLING PANELS. 6. 7. 8. 9. 10. 11. 12. ERECTOR TO FIELD SLOT FLUSH BRACING. BUILDER TO FIELD CUT OR BAC BEFORE INSTALLATION OF WALL TO REFERENCE WALL PANEL FAS C GAO101 KIRBYWALL GA0201 K CORRECT USAGE OF FASTENERS. USE RVTCP AT 5'0" C/C FOR T OF CLH TRIM. DRAWINGS ARE NOT TO SCALE. REF. GA0030 FOR CAULKING AT TR WARNING: PENCIL LEAD AND MARK PANELS AND TRIM PIECES TO PUS'DO MARK ON PARTS FRAME GIRTS FOR CABLE DETAIL KEY LAP PANELS AS REQUIRED. DETAIL L N0. PANELS, IT IS IMPORTANT E:fffy-S ENER LAYOUT DETAILS REFERENCE RBYRIB II) TO INSURE ERECTION DETAILS MPORARY INSTALLATION NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0"2k" M LAPS DOOR GIRTS: R WILL CAUSE GALV. ALL GIRTS ATTACHED AT ONE NOT U8 THESE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. ISSUE DESCRIPTION BY DATE KIRBY BUILDING SYSTEMS Q 1"ALJCfaFi CC�IPpEIb BET7ERZ©LU7J 01lg,DE7EG°3HVLDD0HGS, SERVICE DEPARTMENT AT QUESTIONS662-324—eOR WITH ANY QUESTIONS OR ISSUES, SKR/11.8.17 A APPROVAL KMS 8. 1 4. 1 7 STRUCTURAL KMS 11.8.17 1 STRUCTURAL WES 1 .24.18 0 CONSTRUCTION WES 1 . 19. 18 KIRBY BUILDING SYSTEMS O 124 KIRBY DRIVE O PORTLAND, TN 37148 TITLE: BACK SIDEWALL DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1-19-18 U M BE R,17BOl75A CUSTOMER: MAVERICK BOATS CKD.BY: FORT PIERCE, FL 3�B46 DATE: MBS JOB NO. I7B0175A DWG.NO: E16 OF: 25 ID N TO . N ~ V N dm U W 02 N W o iq 56'-6" �,12'-0- 88'-0" 12'-0" 88'-0" 12'-0" 63'-0" 12'-0" 80'-0" 153'-0" ! 2'-0" 38'-0" 12'-0" 38'-0" 12'-0" 38'-0" 12'-0" 38'-0" 12'-0" 38'-0" 12'-0" � FRONT SIDEWALL SHEETING & TRIM: FRAME LINE G PANELS: 26GA KR2 - TAUPE SAND 2 25'-0„ 3 6 25_0, 7 10 26-0„ 11 16 26-0, 17 23 25'_0" 24 27 25,-0„ 28 31 25'-0" env �� env 0� env 0� env Q'�� e'S'v 04 env 0� X2(922 MXH23 MXH12 MXH12 MXH103 MXH2O4 MXH2O4 MXH2O4 MXH2O4MXH2O4 MXH2O6 G32 H2 G39 o G32 H2 G38 o G32 H2 G39 c G90 H5 G96 CHX209 H3 G56 G46 H3 G48 G46 H3 G48 G46 H3 48 H3 48 G55 H3 G64MFv X19 M M CHX20 d HX19 M M CHX20 4 v HX1 M M CHX20 a CHX102 0 o CHX103 CHX210 o CHX211 CHX212 N CHX2 X212 N CHX211 CHX212 N CHN CHX211 CHX25 (� CHX213-�N NNN N NNNN N N N 7 � q 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 2'-0" 12'-0" N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O V a v a V v a v d v v vv a v 16T-0" OPEN TO ROOF FOR MATERIAL BY OTHERS d a d a BA0069 LO 0 L) 0 0 N 0 L) 0 0 0 N 0 0 0 0 L) N In In LO to u 0 L) N Ml 0 0 0 U U U U U U U U U U U U U U U U U O U U U U U U U U U U U U O U co uj co O Lu co en O co In 0) CIO O U) U ui U 0 w Lu w (0 U in in ui ui iii W W W W W W W W W W W W W W W W W W_ W W W W W W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ tea'I:�teicS���kll�t�kS�t�kS�t�kS1•t�ki�t�S�t�ky�t�k71�t41y� tsSX)•t�Y'k���i3k��N:k1•te15X� tcifNl♦teSf-tKi�tKf�t�Sf't�S�t�Sf�t�L•f�tKf�t�L't'��I�� ■ !it■®�������®����������� ®®son=®®����®����® ���®® �. fD 19'_!1" FAD iD 19'_O" FAO GIRT 3'-6 3/4� 6 3/4T-6 3< 3/43'-6 3< 3/4T-6 3/4" 1 6 3/4T-6 3/4� 6 3/43'-6 3/Lk 6 3/4T-6 3/4� 6 3/4T-6 3/44_ 6 �4T-6 3/4"1 3/4T-6 3/ 3-6 3/4T-6 3/4 3.6 3/4T-6 LAPS I 3'-6 3/4� T-6 3/"[ T-6 3/"1 T-6 3/41- 11 3 -6 3/4" 3.6 3/4" 3 -6 3/4" 3 -6 3/4" FRONT SIDEWALL FRAMING: FRAME LINE G NOTE: SEE THE CROSS SECTIONS FOR COLUMN LINE MARKS FRAMED OPENINGS AND WINDBRACING SHOWN SEPARATELY FOR CLARITY ZDI I�zoI 19 3'-6 3/ 6 3/43'-6 3/ 3 -6 3/43'-6 3/4 3 -6 3/43'-6 3/4 3 -6 3/43'-6 3/ 3 -6 3/4T-6 3/4 6 31. /43'-6 3/ 3 -6 3/4T-6 3/4 3 -6 11 3/43'-6 3/ 3 -6 3/43'-6 3/4 pp 3 -6 3/4" J16 8CO99 H2 8CO60 H3 8CO60 CHX17 C8xl1.5 G29 8ZO99 CHX18 C8xl1.5 G12 8Z075 G31 8ZO60 G32 8ZO99 CHX19 C8xll.5 CHX20 C8xll.5 MXH23 W8xl5 G39 8ZO99 MXH12 W8xl5 G42 8ZO75 G43 8ZO60 G53 8ZO99 G90 8ZO99 G93 8ZO60 G96 8ZO99 G97 8Z075 G98 8Z099 G115 8ZO75 G116 8Z099 G117 8ZO99 G118 8ZO99 G46 8ZO99 G47 8ZO60 G48 8Z099 G51 8ZO75 G55 8ZO60 G56 8ZO60 G62 8ZO60 G63 8ZO99 G64 8ZO60 H5 8CO60 MXH103 W8xl5 CHX101 C8xl1.5 CHX102 C8xl1.5 CHX103 C8xl1.5 CHX104 C8xll.5 CHX105 C8xl1.5 CHX106 C8xll.5 CHX107 C8xll.5 CHX111 C8xl1.5 J20 8C099 J21 8CO99 J22 8CO99 CHX201 C8xll.5 CHX203 C8xll.5 CHX206 C8xll.5 CHX210 C8xll.5 CHX209 C8xll.5 CHX211 C8xll.5 CHX212 C8xll.5 CHX213 C8xll.5 MXH2O4 W8xl5 MXH2O6 W8xl5 THESE PLANS AND ALL PROPOS„D vj-cpi< ARE SUBJECT TO ANY COt?4CC-, IOIIS # 75848 'REQUIRED BY FIELD INSPECTORS THAT W E S H A R D I N, P. E. T44Y BE NECESSARY IN ORDBR TO COMPLY WITH ALLAPPLICAdLE CCDE3. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. GENERAL NOTES: 1 . USE 1"0 x 1'- A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. THE DIAMETER OF THE BRACING IS DENOTED BY THE THIRD AND FOURTH DIGITS OF THE PIECE MARK. (EX. 08 = '�" 10 = , "O) 6. 7. 8. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS BRACING. BUILDER TO FIELD CUT OR BACK LAP PANELS BEFORE, INSTALLATION OF WALL PANELS, IT TO REFERENCE WALL PANEL F STENER LAYOUT (GA01 01 K I RBYWALL GA0201 K I RBYR I B I I ) 0 0 FOR CABLE DETAIL KEY AS REQUIRED. DETAIL NO. IS IMPORTANT DETAILS TO I NSURE REFERENCE ERECTION ISSUE DESCRIPTION BY DATE KIRBY BUILDING SYSTEMS Ariu=OlgCO�IPG^NY BE=SCLUMOMS, BE7ER 3NJOLD K88. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT 662-324-8700 WITH ANY QUESTIONS OR ISSUES. SKR/1 1 .8. 1 7 A APPROVAL KMS 8. 1 4. 17 S STRUCTURAL KMS 11.8.17 1 STRUCTURAL WBS 1 . 24. 1 8 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE CORRECT USAGE OF FASTENER DETAILS 0 CONSTRUCTION WBS 1 . 19. 18 KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE o PORTLAND, TN 37148 ERECTOR DURING THE ERECTION OF THE BUILDING. 9. USE RVTCP AT 5'0" C/C FOR TEMPORARY INSTALLATION TITLE: FRONT SIDEWALL AT 'G' DRN.BY: WBS 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED 10. OF CLH TRIM. DRAWINGS ARE NOT TO SCALE NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0'21" BUILDER: MAVERICK BOAT" GROUP DATE: 1-19-18 CUSTOMER: MAVERICK BOATS CKD.BY: 5. PRIOR TO THE INSTALLATION OF THE PANELS. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRT5 PRIOR TO INSTALLING PANELS. 11. 12. REF. GA0030 FOR CAULKING AT WARNING: PENCIL LEAD AND MA PANELS AND TRIM PIECES TO R TO MARK ON PARTS. TRIM LAPS KER WILL CAUSE JST. DO NOT USE DOOR GIRTS: GALV. ALL GIRTS ATTACHED AT ONE THESE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. LOCATION: FORT PIERCE, FL 34946 DATE: ID N U MS E R:1780175A MBS JOB NO. 17BO175A DWG. NO: E 1 7 OF. 25 1 G110 8Z060 3 G112 8Z075 24 G31 8Z060 1 CHX110 C8x13.75 1 CHX112 C8x13.75 1 G114 8ZO60 2 G76 8Z075 2 G79 8Z075 1 CHX202 C8x13.75 2 CHX204 C8x13.75 1 CHX205 C8x13.75 1'-10 tO 2'-0 1/2" N (52) PANELS at v (11) BSC121 11'-8" FRONT SIDEWALL SHEETING & TRIM: FRAME LINE J PANELS: 26GA KR2 - TAUPE SAND G31 G31 G31 G31 rvo Tvo Tvo Tvo rs11z TO ROOF M LL LL a 0 LL v d LL rn v LL rn 0 LL rn U LL rn v LL rn v LL o> 3 LL rn v LL rn v LL v U LL 0 LL U LL d LL v LL G110 y G109' G112 f G114 G76yG109u CHX110 CHX112 CHX202 CHX204rFT!G79 X205 m m M M M M M M M M N N N cV N N LAPS T-6 3/4" 1 6 3/43'-6 3144 6 3/43'-6 3/ - 6 3/43'-6 3/4 3-6 3/4V-8 3/ 3-6 3/4'° OUT -TO -OUT OF STEEL FRONT SIDEWALL FRAMING: FRAME LINE J GENERAL NOTES: 6. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE 1. USE 2ro0 x 1*� A325 BOLTS FOR ALL GIRT LAP BRACING. AND GIRT TO CLIP CONNECTIONS. 7. BUILDER TO FIELD CUT R BACK LAP PANELS AS REQUIRED. 2. THE DIAMETER OF THE BRACING IS DENOTED BY THE 8. BEFORE INSTALLATION 0 WALL PANELS, IT IS IMPORTANT THIRD AND FOURTH DIGITS OF THE PIECE MARK. TO REFERENCE WALL PAN L FASTENER LAYOUT DETAILS (EX. 08 = *"O 10 = VO) C GA01 01 K I RBYWALL GA 201 K I RBYR I B I I) TO INSURE 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE CORRECT USAGE OF FASTENERS. ERECTOR DURING THE ERECTION OF THE BUILDING. 9. USE RVTCP AT 5'0' C/C FOR TEMPORARY INSTALLATION DETAIL KEY DETAIL NO. REFERENCE ERECTION DETAILS 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. OF CLH TRIM. NOTE: ALL GIRT LAPS NOT MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED 10. DRAWINGS ARE NOT TO SCALE. INDICATED WILL BE 0'21" PRIOR TO THE INSTALLATION OF THE PANELS. 11, REF. GA0030 FOR CAULKING AT TRIM LAWS DOOR GIRTS: 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR 12. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. ALL GIRTS ATTACHED AT ONE ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE END TO A DOOR JAMB ARE 16 GAGE PRIOR TO INSTALLING PANELS. TO MARK ON PARTS. UNLESS NOTED OTHERWISE. 1 THESE PLANS AND ALL PROPOSCD WOP.I( ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. N N N N N N N N N N �y,j p U.LUL U. u- U. u- LL LL LL LL 0O #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT. ISSUE DESCRIPTION BY DATE PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT KIRBY BUILDING QUESTIONS7OR IISSUES. SYSTEMS NILICom COMPANY DE77ERSOLU710IMS,BE77ER(EU13M& SKR/11.8.17 A APPROVAL KMS 8.14.17iA S STRUCTURAL KMS 11.8.17 1 STRUCTURAL WBS 1 .24. 18 0 CONSTRUCTION WBS 1 . 1 9. 1 8 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: FRONT SIDEWALL AT 'J' DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1-19-18 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: I D NUMBER : 17BOl75A MBS JOB NO: 1 7B01 75A DWG. NO: E 18 OF: 25 EW tr a cv u u u kAVD GENERAL NOTES: 1. USE 1'0 x liff A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. REFER TO BEARING FRAME DETAILSF BF FOR CONNECTION REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. LEFT ENDWALL FRAMING: FRAME LINE 1 NOTE: MXH24 & MXH25 WILL BE NESTED IN THE WEB OF THE RIGID FRAME COLUMNS. 6. 7. 8. BUILDER TO FIELD CUI OR BACK LAP PANELS AS REQUIRED. BUILDER TO FIELD CU PANELS AS REQ'D DRAWINGS ARE NOT TO SCALE. DETAIL KEY DETAIL NO. 9. REF. GA0030 FOR CAULKING AT TRIM LAPS 10. WARNING: PENCIL LEAD MARKER WILL CAUSE GALV. REFERENCE PANELS AND [ND TRIM PIECE TO RUST. DO NOT USE THESE ERECTION TO MARK ON PARTS. DETAILS NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O'2V DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. THESE PLA IS AND ALL PROPOS:D NiOi?I( ARE SUBJECT TO ANY COMICC-ICHS REQUIRED BY FIELD INSPECTORS THAT . MAY BE NECESSARY IN ORD2111 TO COMPLY WITH ALL APPLICABLE CCOES, ISSUE DESCRIPTION A APPROVAL S STRUCTURAL 1 STRUCTURAL 0 CONSTRUCTION ID NUMBER: 17BOl75A KMS KMS WBS WBS 7e�I 8.14.17 11.3.17 1.24.18 1.19.18 MBS to DogLeg to Rafter 5'-1" 1'-10 1 /2" V-10 1/2" 1'-10 1/2" V-10 1/2" 3'-4" MIS IAN TYPE DIA LEN( 4 A325 1 " 3 1 /4 4 A325 3/4" 3" MEMBER TABLE FRAME LINE 1 QUAN MARK PART 1 EC-3 12T1608F 1 EC-4 12T1608F 1 EC-1 12TI608D 1 EC-2 12T1608D 1 MXH24 W8x31 1 MXH25 W8x31 2 CHX11 C8x11.5 2 H1 8CO60 1 CHX10 C8x11.5 1 G5 8ZO99 3 G3 8ZO99 2 G6 8ZO75 1 G4 8ZO99 1 G7 8ZO99 1 G1 8ZO60 1 G2 8ZO75 2 MXH10 W8x18 1 G11 8ZO60 1 G 12 8ZO75 1 G13 8CO60 1 CHX12 C8x11.5 2 G14 8ZO99 1 G15 8ZO99 1 G17 8CO99 1 G19 8ZO75 1 CHX14 C8x11.5 1 G20 8ZO99 1 G8 8ZO75 2 G21 8ZO75 3 G23 8ZO99 1 G24 8Z060 1 G16 8ZO60 1 G 18 8ZO99 1 G22 8ZO99 1 G9 8Z075 2 CHX13 C8x11.5 #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT KI R BY 662-324-8700 WITH ANY BUILDING QUESTIONS OR ISSUES. SYSTEMS nu=ow COMPARY BE77EN SOLU T CH& SEU7EIR BUILDINGS.. SKR/ 1 1 .8. 1 7 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: LEFT ENDWALL FRAMING DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1-19-18 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: JOB NO: 1 7BO1 75A DWG . NO: E 19 OF.- 25 Turn off "Base Closure" layer if closures are not supplied WALL PANEL MEMBER FASTENER (1'-0" O.C.) -CLOSURE w/ KW, KR or GHR INSIDE CLOSURE w/ KRP or GCP OUTSIDE CLOSURE BASE TRIM 'BSC-' —Y4' EXPANSION ANCHOR OR EQUAL AT 4'-0" O.C. MAX. (NOT BY MANUFACTURER) =1 _-BASE CHANNEL • ASONRY WALL (BY OTHERS) GBO160 DETAIL AT MASONRY WALL in 00 M NfV NCV NN1�[n f.,.)O Cfiv 7;Q� 7C;4 �7im� T_-0 O O O 1 T 1 M co O 600 O p) W (S CCA241 SB I HTK244SB m m U U N dC*4 C-4 iV U (2) 20'-0" x 20'-0" FRAMED OPENINGS (42) 54" TRANSLUCENT WALL PANEL (CONTINUOUS BAND) ----7 N P Co CM r r- N I 1 O 1 Ln �' V �' �7' fh M M ch co (7) WLT1 FIELD CUT PANELS TO LENGTH AS REQUIRED c'7 f'7 M D O -- M M M N N N N N N N N - �- 0 0 0 0 0-' NI - N - I- N - N - N N 0 0 0 0 00 1 I 1 i i I - - - - - N {� r r r r r r 1N 1 N N N N I A m M co i0 i0 2!N r r N r N r N r N r N r N I r N r O m O O O O 0 0)0 1 O -1 CD 1 1 1 0)0 1 1 O 1 O 1 O 1 COO I 1 0) 1 O l 1 1 � } Q) 1 O 1 0)O I 1 O 1 O I O 1 op! 1 O 1 m m co co co coco co m jco col m m m m m m m m m1 co co M m m co m mil l B 27'-6" GENERAL NOTES: 1. USE +'0 x 1'' A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. REFER TO BEARING FRAME DETAILS BF FOR CONNECTION REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN. 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS, 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. (9) BSC121TS 201-011 9 )F' 0" (ll IT Tn n1 IT nC: QTCCI OPEN 10 8'-8" FOR MATERIAL BY OTHERS LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26GA KR2 - TAUPE SAND 12 UU 1- I U-UU 1 Ur J 1 CCL ,mm m THESE PU.iNS AND ALL PROPOS70 w'GRiC ARE SUBJECT TO ANY COnREC'I^PIS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OND211 TO COMPLY WITH ALL A?PUCABLE CODES. 6. BUILDER TO FIELD CUT ORTBACK LAP PANELS AS REQUIRED. DETAIL KEY ISSUE DESCRIPTION BY 7. BUILDER TO FIELD CUT PA ELS AS REW D 8. DRAWINGS ARE NOT TO SC JE. DETAIL NO. A APPROVAL KMS 9. REF. GA0030 FOR CAULKING AT TRIM LAPS S STRUCTURAL KMS 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES Tj RUST. DO NOT USE THESE REFERENCE 1 STRUCTURAL WBS TO MARK ON PARTS. ERECTION DETAILS 0 CONSTRUCTION WBS NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0"21" DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. ID NUMBER : 17BO175A DATE 8.14.17 11.3.17 1.24.18 1.19.18 VW;, Q I— O = N W in m N ui 1R I w o uj o L 6 u_ 6 LL. O LL O #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY"S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT 662-324-8700 WITH ANY Lf BUILDING QUESTIONS OR ISSUES. SYSTEMS A mumom (COMPANY BET EB SCLU P N& BETTER BNJMN23. SKR/1 1 .8. 1 7 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 37148 TITLE: LEFT ENDWALL SHEETING DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1-19-18 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE. JOB NO: 1 7BO1 75A DWG. NO: E20 OF: 25 BOLT TABLE LENGTH 5'-0 1 /2" iv 2' 6" rn 3 _911 S-9" io LO 3'-4" N I ME Z Z U w 0 < Q LL c� GENERAL NOTES: 1. USE 2"0 x 1*- A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. REFER TO BEARING FRAME DETAILS BF FOR CONNECTION REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. NJ Xd VLI E ] E ] E 7 E 20'-0" 20'-0" 20'-0" 20'-0" OPEN TO ROOF FOR ACCESS 27'-0" 23'-0" 25-0" 23'-0" 27'-0" 10 30'-0" OUT -TO -OUT OF STEEL E C GIRT T-6 3/4" 1 3'-6 3/4" 1 3'-6 3/4" 1 T-6 3/4" LAPS S-6 3/4 S-6 3/4 3-6 3/4" T-6 3/4 125'-0" OUT -TO -OUT OF STEEL OPEN TO 8'-8" FOR MATERIAL BY OTHERS RIGHT ENDWALL FRAMING: FRAME LINE 35 NOTE: MXH2O7 & MXH2O8 BEAMS ARE NESTED IN RIGID FRAME COLUMNS. USE 3/4" x 3" BOLTS TO CONNECT MXH2O7 & MXH2O8 TO RF COLUMN. THESE PU,.NS AND ALL PROPOSED WOPI( ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT . MAYBE NECESSARY IN ORDER TO COMPLY VATH ALL APPUFCABLE CODES, 6. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. DETAIL KEY ISSUE DESCRIPTION BY DATE 7. BUILDER 1-0 FIELD GT PANELS AS REQ'D 9. DRAWINGS ARE NOT TO SCALE. DETAIL NO. A APPROVAL KMS B.14.17 9. REF. FGA0030 FOR CAULKING AT TRIM LAPS S STRUCTURAL KMS 11 .3.17 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE REFERENCE 1 STRUCTURAL WBS 1.24.18 TO MARK ON PARTS. ERECTION DETAILS 0 CONSTRUCTION WBS 11.19.18 NOTE: ALL GIRT LAPS NOT INDICATED WILL BE 0'2�- DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. I D NUMBE R : 17BOl75A MBS Column to Dogleg 4 A325 1" 3 1/4" DogLeg to Rafter 4 A325 3/4" 3" -TACHMENTS. ui o o /1 FRAME LINE 35 1 EC-201 12TI608F 1 EC-202 12T1608F 1 EC-203 12T1608D 1 EC-204 12T16081D 1 MXH2O8 W8x31 4 H4 8C060 4 CHX217 C8x11.5 1 MXH2O7 WWII 1 MXH2O9 W8x18 2 MXH210 W8x18 1 MXH211 W8x18 1 CHX220 C8x13.75 3 CHX215 C8x13.75 1 CHX221 C8x11.5 1 G120 8ZO60 1 G121 8ZO60 3 G67 8ZO60 1 G68 8ZO75 1 G69 8ZO75 1 G70 8Z060 3 G71 8ZO60 1 G72 8ZO99 1 G73 8ZO75 1 G74 8ZO60 1 G77 8ZO75 1 G78 8ZO60 3 G80 8ZO99 1 G81 8ZO99 1 G82 8ZO99 1 G84 8ZO75 3 G88 8ZO60 3 G89 8ZO60 1 CHX219 C8x11.5 1 CHX218 C8x11.5 1 CHX216 C8x11.5 1 CHX214 C8x11.5 #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. PLEASE CONTACT OUR QUALITY SERVICE DEPARTMENT AT KI R BY 662-324-8700 WITH ANY BUILDING LlAr4u=0lq QUESTIONS OR ISSUES. SYSTEMS COMPANY BETTER 8OP LUTON& BETTER ©U10 MG& SKR/ 1 1 . 8. 1 7 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 3714E TITLE: RIGHT ENDWALL FRAMING DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1-19-19 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: JOB NO: 17B01 75A DWG. NO: E21 OF: 25 FYI Q H 2 LU 2 LU w o LL: o �o CCA241 SB HTK244SB m N N Q U U (4) 20'-0" x 20'-0" FRAME .D OPENINGS 54" TRANSLUCENT WALL PANEL (CONTINUOUS BAND) Turn off "Base Closure" layer if closures are not supplied WALL PANEL—,,,, MEMBER FASTENER (1'-0" O.C.) CLOSURE w/ KW, KR or GHR 1 INSIDE CLOSURE 1— w/ KRP or GCP OUTSIDE CLOSURE BASE TRIM 'BSC-' FIELD CUT PANELS TO LENGTH AS REQUIRED N N N N N 9 T _ _ _ - _ _ _ _ - - _ O M � O' _ CV CV CV N N Zr) O M CD ' ' LR _ _ CV cV cV CV 0 p O Oi Oi ch V V _� _� - N CV CV cV N N N N ` N N r r O M f0 O 1 2 p O Oi ' Ch M M M CO M _ r- r i— O M CD � O O O M M M M M co M- - - O M CD O O M CD W O M 19 -, � � - - - (7) MAR02 (9) WLT15TS i4 co io io cD '� r` 00 °° °D -- J--- --- --- --- --- --- --- --- ---t --- t --- t --- t --- --- --- --- --- t--- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- LO CV icV O O O O O O I- - O O O O O O I- - - - - - - I- O O O O O - I - O O O O O O i � � i 1- 1 i i I- 1- i i NI N i i I NI N M 04 IQ IN N IN N N N N N N N N N IN M M M M M M 1 CM M co M M M I I M M M M cM I M co Cl) M M M r IT !" 1 0) D) i 0 m O m m m D) O D) m I D) I I I_1 I i I i I I_1 1 M M 1 M cM 1 M M co co co M M co M M M M M c'M M I I 1 I � 1 I I I 1 1 I l 1 I „ I I (5) BSC121TS I I I LAP I I I I I Uu I- I v-vv 1 yr 0 1 F-U-L- GENERAL NOTES: 1. USE �"O x 1', A325 BOLTS FOR ALL GIRT LAP AND GIRT TO CLIP CONNECTIONS. 2. REFER TO BEARING FRAME DETAILS BF FOR CONNECTION REQUIREMENTS OF RAFTER TO RAFTER AND RAFTER TO COLUMN 3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE ERECTOR DURING THE ERECTION OF THE BUILDING. 4. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC. MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED PRIOR TO THE INSTALLATION OF THE WALL PANELS. 5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PRIOR TO INSTALLING PANELS. 0 co 20'-0" 125'-0" OUT -TO -OUT OF STEEL OPEN TO 8'-8" FOR MATERIAL BY OTHERS _RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 35 PANELS: 26GA KR2 - TAUPE SAND o o cD 1y o 20'-0" "' A THESE PL,'-,NS AND ALL PROPOS:D Q'rOPLK ARE SUBJECT TO ANY CORREC710ItS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 6. BUILDER TO FI LD CUT OR BACK LAP PANELS AS REQUIRED. 7. BUILDER TO FI LD CUT PANELS AS REQ'D B. DRAWINGS ARE OT TO SCALE. 9. REF. GA0030 FO CAULKING AT TRIM LAPS 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE TO MARK ON PARTS. DETAIL KEY ISSUE DESCRIPTION BY DETAIL N0. REFERENCE ERECTION DETAILS A APPROVAL KMS S STRUCTURAL KMS 1 STRUCTURAL WBS 0 CONSTRUCTION I WBS NOTE: ALL GIRT LAPS NOT INDICATED WILL BE O'2V DOOR GIRTS: ALL GIRTS ATTACHED AT ONE END TO A DOOR JAMB ARE 16 GAGE UNLESS NOTED OTHERWISE. I D NUMBER: 17BOl75A DATE —Y4' EXPANSION ANCHOR OR EQUAL AT 4'-0" O.C. MAX. \NOT BY MANUFACTURER) `ll ABASE CHANNEL MASONRY WALL rkk (BY OTHERS) GB0160 DETAIL AT MASONRY WALL #75848 WES HARDIN, P.E. CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY KIRBY BUILDING SYSTEM, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS NOT ACTING AS THE ENGINEER OR RECORD FOR THIS CONSTRUCTION PROJECT. PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT WITH ANY B.14.17 QUESTION87 BUILDING 00 OR ISSUES. 1 1 . 3. 17 SYSTEMS UA14U==FmvaqAFAmv 1 .24. 181 BETTER SOLUTIONS. BE77EB WLMKOS. 1. 19. 18 1 KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE TITLE: RIGHT ENDWALL SHEETING BUILDER: MAVERICK BOAT GROUP CUSTOMER:MAVERICK BOATS LOCATION:FORT PIERCE, FL 34946 MBS JOB NO: 17BO175A SKR/11.8.17 o PORTLAND, TN 37148 DRN.BY: WBS DATE: 1-19-18 CKD.BY: DATE: DWG. NO: E 22 OF: 25 , w TENSION CONTROL BOLT INSTALLATION 1. PLACE THE BOLT INTO THE 2. SLIDE THE INNER SOCKET OVER THE 3, PRESS THE TRIGGER SWITCH, THE CONNECTION WITH THE WASHER BOLT TIP AND THE OUTER SOCKET OUTER SOCKET WILL ROTATE AND UNDER THE NUT.INSTALL ALL OVER THE NUT. TIGHTEN THE NUT UNTIL THE BOLT 3'-6" 10-16 x 5/8' DXPURL BOLTS SNUG TIGHT TO INSURE REACHES THE REQUIRED TENSION. THAT THE CONNECTION PLATES WHEN THE PROPER BOLT TENSION (2'-0" O.C. ARE PROPERLY SEATED BEFORE IS REACHED, THE TIP OF THE BOLT GIRT OR PROCEEDING TO STEP 2. WILL SHEAR OFF. PURLIN SHEETING ANGL (MAE_) PlY4 00 A325 BOLT REFER TO CROSS SECTION 4. WHEN THE TIP OF THE BOLT SHEARS, PULL BACK ON THE 5. PUSH THE EJECTOR LEVER TO DISCHARGE THE FOR FLANGE BRACE QUANTITY. WRENCH UNTIL THE OUTER SOCKET IS NO LONGER SEVERED BOLT TIP. DETAIL IS SYMMETRICAL ABOUT ENGAGING THE NUT. WHEN FLANGE BRACES ARE BASE ANGLE REQUIRED ON BOTH SIDES. FLANGE BRACE FA07CP FBP", FBPo, 'KW`ALL— (2'-0" O.C.) BA0341 Y2, x 1 Y4 PANEL A325 BOLT COLUMN OR RAFTER CLOSURE REVERSE PURLIN w/ EAVE ANGLE MEMBER FASTENER GIRT (1'-0" O.C.) TRANSITION TRIM f (WLT) MEMBER FASTENER EA00011 "KW" TRANSLUCENT AST O.C.) WALL PANEL STANDARD FLANGE BRACE ATTACHMENT AA0501 Replaces BR105,BR106,BR205 and BR206 GS01RWGROMMET SCREW AT TRANSLUCENT TENSION CONTROL BOLT INSTALLATION INSTRUCTIONS PANEL LAPS (MAX. — " GIRT STRUT 24" O/C) DRILL PURLIN 1/4" 0 HOLE (TYP) in MEMBER FASTENER PURLIN _ KW` ALL (0'-6" O.C.) kBUILT-UP PANEL PURLIN BRACE FA07CP [G-E 012 0 FASTENER )ER KIRBY WALL MIDSPAN OF STRUT CHANNEL (2) Y2' x 1 TRANSLUCENT TRANSITION HC8' A325 BOLREPLACES PL332 SHEETING ANGLEBE0103(MAH_) SHEETING ANGLE PURLIN BRACE ATTACHMENT AT STRUT (MAH—) PURLINS FOR ROOF SLOPES< 1:12 FA07CP (1) PER END ENDWALL RAFTER SECTION "A" FA07CP E (1) PER END BB0040 K EAVE STRUT SECTION "A" EAVE STRUT EAVE STRUT PURLIN CONNECTION TO BUILT-UP OR RIGID FRAME ENDWALL RAFTERS P P (2)Yz'x1Y4" (8)%"x1% A325 BOLTS A325 BOLTS (2) /z x 1 /4 A325 BOLTS (TYP.) 5 0�eoaptenmr°°°j0j WEB OF FRAME WEB OF FRAME 6 \\ \ Q - PLATE _ 'LU= e,� FLSJ.�„ kill" BRACE ROD EYE BOLT BRACER, RAFTER/ RAFTER/ ^ CRAFTER/ BRACER, CAP PLATE FLAT WASHER, FLAT WASHER, CAP PLATE CAP PLATE AND NUT AND NUT EBA0020 BA0069 BA0030 TNr�: P , `ISANDALL a�pS�OO AF@ SCUdJCCT TO ANY Ol?RLCTIONS P/ RE AF0011 OUIRED By FIELD INSPECTORS THAT AF0111 EAVE STRUT CONNECTION AT INTERIOR FRAMES 8 BOLT EAVE STRUT CONNECTION AT INTERIOR MAY BE NECESSARY IN ORDc1"t TO STANDARD EAVE STRUT COMPLf WIT4 ALL A,pPL!^ BLE CODE3. BRACE ROD TO FRAME ATTACHMENT CABLE BRACE TO FRAME ATTACHMENT w/ BY -FRAME SIDEWALL COLUMNS FRAMES w/ BY -FRAME SIDEWALL COLUMNS CONNECTION AT END FRAMES #75848 WES HARDIN, P.E. NOTES: 5. BOLT LENGTH MAY VARY IF NOTED ON 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR ERECTION DRAWINGS. AS THE FIRST PIECE OF SHEET METAL THROUGH 6. BOLT STRENGTH MAY VARY IF NOTED ON ISSUE DESCRIPTION BY DATE PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT BUILDING QUESTIONS7OO OR IISSUESNY Lf A APPROVAL KMS 8.15.17 S STRUCTURAL KMS II.8.17 WHICH THE FASTENER PASSES. ERECTION DRAWINGS. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYME R 7. USE 2'- X 1 T- A325 BOLTS AT ALL PURLIN LAPS. COLORS. 8. USE i"" X 1 �- A325 BOLTS AT ALL PURLIN 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR TO FRAME CONNECTIONS. DARK BRONZE SHEETING AND TRIM APPLICATIONS. 9. DRAWINGS ARE NOT TO SCALE. SYSTEMS Arnu==mCO MANY o��r��o��70M MER oMOMOS. 0 CONSTRUCTION WBS 1 . 1 9. 1 8 KIRBY BUILDING SYSTEMS o 10I AIRPORT ROAD o STARKVILLE, MS 39759 TITLE: ERECTION DETAILS DRN.BY: WBS WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1"0"" ON 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT DO NOT USE THESE TO MARK ON PARTS. ALL TRIM SPLICES. BUILDER: MAVERICK BOAT GROUP DATE: 1.19.19 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: JOB NO: 17BO175A ID NUMBER:17BOl75A MBS DWG.NO: D1 OF: 6 (2) Yz" x 1 Y4" A325 BOLTS (TYP.) T��� T�eFeFq GA0030 TYPICAL TRIM LAP IN CENTER HOLES ON 12" PURLINS BB0045 STANDARD PURLIN CONNECTION TO INTERIOR RAFTERS (2%" x 1 )/4" A325 BOLTS (TYP.) Y" x 1 Ya" BOLTS (2))z x 1 Y4 2 Y4" g © CONNECT GIRTS TO KAC01 CLIP CLIP WITH THESE e FIELD DRILL /fi' ASHERS HOLES IN GIRT GIRT A325 BOLTS FOR 9YV GIRTS w/ WASHER PUNCH GIRT AT 2Y4" a HOLES w/ 9Yz'" GIRTS LIP SLOTS w uj 4OVER OVER CLIP SLOTS O ° ° o n COLUMN ( �: < KAC01 CLIP JAMB a z g a - tl tl) v 4: UNCH 9/16" HOLES Y" BELOW GIRT ELEV. v 0 SHOP WELDED � (2) Yz" x 1 Yz ° © X w w (2%2" x 1 Ya" A325 BOLTS 0 • • O -' C7 A325 BOLTS w/ WASHERS OVER o . . o p CLIP SLOTS JAMB GIRT GIRT CLIP SHOP WELDED TOJAMB OPENING I CC001 2 JAMB CG0517 /4 OPENING BY - GIRT CONNECTION TO "I"" SNAP SHAPE ENDWALL COLUMN STANDARD JAMB CONNECTION WIDTH Replaces GT237 TO ZEE GIRT CG0561 Replaces F0203 GIRT CONNECTION TO JAMB FA07CP FASTENER BE0130 PURLIN BRACE ATTACHMENT AT EAVE FOR ROOF SLOPES < 4:12 `(2)Yz" x 1 '/4" A325 BOLT: w/ WASHER: OVER CLIP SLOTS 00000 IKAC01 CLIP D a o P WELDED ON OF HEADER 0O°00 —69 OPENING WIDTH C 055 STANDARD HEADER ONNECTION TO JAMB 12" PURLIN 9 Y2" PURLIN RBR08 JAMB 8" PURLIN w/ 8" or 12" PURLINS RBR09 (4) Y2" x 1 Ya" w/ 9 Yz" PURLINS KAC01 CLIP °® —(2) Y2 O ANCHOR A325 BOLTS SHOP WELDED ° ° BOLTS �° (BY OTHERS) (4) Y2" x 1 Y2'A325 BOLTS, w/ WASHERS OVER SLOTS BE0220 ANTI -ROLL BRACKET ATTACHMENT CGO501 STANDARD JAMB BASE CONNECTION Replaces F0201 PURLIN (4) FA07CP- FASTENERS TYP. "AllJ CLIP CHANNEL 8"x 2 Y2" x16 GA. in CLIP J 11 . 'GCB7-' J GIRT 1 GIRT o /2 1/2 KAC01 CLIP w • o 3� (2)Y" x 1 Y4" A325 BOLTS • • . O 0 CHANNEL 10 CHANNELSCPO N JCLIP (2)Yz" x 1 Y4"IF p (2)%" x 1 Y4' (2)Yz" x 1 Ya" r) 0 0 A325 BOLTS A325 BOLTS A325 BOLTS a w/ WASHERS OVER CLIP CLIP SLOTS 0 0 0 'GCB7 ' Ow SA014A SIDEWALL CLIP w/ (2) FA07CP Y4" 'GCB7-' FASTENERS �-8" or 12" GIRT \ / \—(2)Y2" x 1 Y4" (2)Y2" x 1 Y4' L A325 BOLTS A325 BOLTS 9 /" GIRT SECTION "A" SECTION "A" w/8" or 12" GIRTS w/9Y2" GIRTS CC2001 BY -FRAME GABLE GIRT CONNECTION NOTES: 5. BOLT LENGTH MAY VARY IF N ED ON ISSUE DESCRIPTION 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS THE FIRST PIECE OF SHEET METAL THROUGH 6. ERECTION DRAWINGS. BOLT STRENGTH MAY VARY IF OTED ON A APPROVAL WHICH THE FASTENER PASSES. ERECTION DRAWINGS. S STRUCTURAL 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER COLORS. 7. 8. USE i" X 1'' A325 BOLTS AT ALL PURLIN LAPS. USE J" X li" A325 BOLTS AT ALL PURLIN 0 CONSTRUCTION 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR TO FRAME CONNECTIONS. DARK BRONZE SHEETING AND TRIM APPLICATIONS. 9. DRAWINGS ARE NOT TO SCALE. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS.10. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'0' ON WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. PANELS AND TRIM PIECES TO RUST. CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT DO NOT USE THESE TO MARK ON PARTS. ALL TRIM SPLICES. I D NUM@E R : 17BOl 75A (SHAPE VARIES) SHOP WELDED KAC01 CLIP CONNECT GIRTS TO CLIP WITH THESE HOLES w/ 9Yz' GIRTS a n o tl�. ° . ° GIRT _O 01k CF0041 RIGID FRAME CORNER COLUMN w/ BY -FRAME SIDEWALL GIRTS Replaces GT214 BY DATE (2)Y2" x 1 Y4" A325 BOLTS Z IL w w 00 ° C) {) ° tl tl . o ° o g a w Lu +77 E SHOP KAC01 CLIP (2)Y2" x 1 Y4" A325 BOLTS (TYP.) CONNECT GIRTS TO CLIP WITH THESE HOLES w/ 9 Y2" GIRTS (2%2" x 1 Y4" A325 BOLTS ,a GIRT (SHAPE VARIES) CC1010 BY -FRAME GIRT CONNECTION TO "I" SHAPE COLUMN Replaces GT236 THESE PLANS AND ALL PROPOS:D WORN( ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE3. #75848 WES HARDIN, P.E. PLEASE CONTACT OUR QUALITY KIRBY SERVICE DEPARTMENT AT ITH ANY BUILDING QUESTION8700 OR (ISSUES. SYSTEMS A r4uCOA COMPANY BET7ER SGLFOHS. BE77ER o MoMS. KMS 8. 15. 1 7 KMS 1 1 . 8. 1 7 WBS 1 . 19. 1 8 KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o STARKVILLE, MS 39759 TITLE: ERECTION DETAILS DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1.19.18 CUSTOMER: MAVERICK BOATS CKD.BY: LOCATION: FORT PIERCE, FL 34946 DATE: MBS .JOB NO: 17BO175A DWG. NO: D2 OF: 6 W x/a" TAPE SEALANT RAKE SUPPORT RSL (LOW SYSTEM) RSH (HIGH SYSTEM) RAKE FASCIA 'GFT' FA07-- (1'.0" tc) RAKESLIDE 'RS' STITCH FASTENER- (1'-o" O.C.) COVER TRIM 'C_ A' FA12 (1'4- O.C.) (TRIM COLOR) FD05CP (2'-0" O.C.) THERMALBLOCK �— FA07CP (AT EACH PURLIN) RAKE ANGLE 'MAROV PANEL ISULATION Y OTHERS) PURLIN `— FA07-- (AT EACH MEMBER) EE8051 TRAPEZOIDAL PANEL RAKE DETAIL ON MODULE OPEN RAKE, NO SOFFIT REPLACES KL202 & KL527 NOTE: USE INVERTED PURLIN IN (LIEU OF EAVE STRUT. USE MAE01 ON TOP OF PURLIN AND MAL15 ON BOTTOM OF PURLIN TO SUPPORT FLASHING. GUTTER STRAP'GTS03' AT EACH RIB w/ (2) FA03 POP RIVET\ -6" x 7�" TAPE SEAL UNDER W/ 7/3Z X 1 %" X 4" TAPE S' AT EACH MINOR RIB Al2 (10) PER PANEL TO EAVE PLATE & INSIDE METAL CLOSURE 4y2' 6" x %" TAPE SEAL OVER CLOSURE 3" INSIDE METAL TO CLH CLOSURE 'MECOV / (2) FA07CP FASTENERS x %" x 6" TAPE SEALANT BETWEEN PANEL RIBS 3116" x %" TAPE SEALANT UNDER STRAP ROOF PANEL INSULATION ,-„ 77� (BY OTHERS) (6" O/C) THERMAL BLOCK CLOSURE TRIM 'EAVE PLATE w/FD26CP (1'-0" 0/C) CLH' STRUT EAVE GUTTER'GED' --� STITCH FASTENER (1'-0" O/C) COVER TRIM TUBE SEALANT EXTEND 1y2 BEYOND EAVE y4' FA07 (1'4" O/C) EAVE STRUT FA07 (V-0" O.C.) * = WITH HIGH SYSTEM USE'EPH10A' IF 1ST PURLIN SPACE IS >3'-O" AND THE ROOF SLOPE IS < 2:12. USE 'EPH10B' FOR OTHER CONDITIONS. (i WITH 5" HIGH CLIPS USE'EP81OA' IF 1ST PURLIN SPACE IS �L+ > V-0" AND THE ROOF SLOPE IS < 2:12. USE'EP810B' FOR OTHER CONDITIONS. GUTTER SPLICE ASSEMBLY NOTES: 1. FIELD TRIM BOTH FLANGES OF INSIDE GUTTER SECTION AS SHOWN. 2. APPLY Ya" BEAD OF SEALANT 3/q" FROM OUTER EDGE ON OUTER SECTION. 3. PLACE GUTTER SECTIONS TOGETHER WITH 1" LAP. 4. SECURE GUTTER SECTIONS TOGETHER WITH POP RIVETS. ED8073 SS360 HIGH SYSTEM w/ GUTTER OPEN WALL wlo SOFFIT FOR ROOF SLOPES < 2:12 FA03 (W O.C.) �3/g' x TAPE SEALANT SUPPO RAKE (HIGHS STEM) RSAL (LOW SYSTEM) ANGLE RSAH (HIGH SYSTEM) RAKE FASCIA 'GFT' FA07-- 0 -0" O.C) RAKE SLIDE IRS' STITCH FASTENER— (1'-0" O.C.) COVER T 'C_ A' TRANSITION TRIM TT ' FA03 (6" O.C) TAPE SEALANT (TRIMM OLOR) FA(J 3/e"x /8' TAPE SEALANT THERMALBLOCK ' RAKE SUPPORT ROOF PANEL RSL (LOW SYSTEM) RSH (HIGH SYSTEM) INSULATION RAKEGFTSCIA— (B FD05CP (2'-0" O.C.) Y OTHERS) RAKE SUPPORT ANGLE — / RSAL (LOW SYSTEM) RSAH(HIGH SYSTEM) (AT EACH SUPPORT) �— RAKE ANGLE MAROV '- FA07-- (AT EACH MEMBER) E8053K TRAPEZOIDAL PANEL RAKE DETAIL OFF MODULE W/ OPEN RAKE, W/O SOFFIT 3/a" x/e" TAPE SEALANT RAKE SUPPORT iL (LOW SYSTEM) 3H (HIGH SYSTEM) RAKE FASCIA 'GFT' (1'-o" O.C) RAKE SI IRS' (1'-0" O.C.) CLOSURE KR OR GHR PANEL DE CLOSURE) ' OR GCP PANEL :CLOSURE) WALLPANEL— PURLIN FA12 (1'-0" O.C) (TRIM COLOR) FD05CP (T-0" O.C) THERMALBLOCK � FA07CP (AT EACH PURLIN) RAKE ANGLE 'MAR01' '--ENDWALL RAFTER (SHAPE VARIES) EE8011 TRAPEZOIDAL PANEL RAKE DETAIL ON MODULE W/ SHEETED WALL WITH SLOPE < 2:12 ROOF PANEL `INSULATION (BY OTHERS) PURLIN MEMBER FASTENER (1--0" O.C) RAKE SLIDE 'RS' STITCH FASTENER (1'-0" O.C.) CLOSURE W/ KW, KR OR GHR PANEL (OUTSIDE CLOSURE) W/ KRP OR GCP PANEL (INSIDE CLOSURE) WALL PANEL SEE PLAN 2"- 6" TRANSITION TRIM 'TT_' s" x TAPE SEALANT FA12 (1'-0" O.C) (TRIM COLOR) rTHEF �' FLAKE SUPPORT I RSL (LOW SYSTEM) RSH (HIGH SYSTEM) FA07 `FD05CP (7-0" O.C) (AT EACH SUPPORT) RAKE ANGLE'MAROV '"ENDWALL RAFTER (SHAPE VARIES) EE�8013 TRAPEZOIDAL PANEL RAKE DETAILOFF MODULE W/ SHEETED WALL ROOF SLOPE s 2:12 THERMAL BLOCK BLOCK rROOF PANEL (BY OTHERS) PURLIN FA03 (6" O/C) OUTSIDE METAL CLOSURE 'SLMC3' REF. EG8001 PANEL CLIP ROOFPANEL1 (BY OTHERS) CLIP FASTENER (2) PER CLIP FA07CP THRU R13 FC09CP OVER R13 MEMBER FASTENER—� EAVE STRUT FILL AREA ABOVE TAPE FROI PANEL SHOULDER TO TOP OF RIB w/ BUTYL CAULK PANEL CLIP THERMALBLOCK— ROOF PANEL—\ " x 7/" TAPE SEALANT OVER AND UNDER CLOSURE BACKUP PLATE 'SBP01' \—HIGH EAVE FASCIA 'HK STITCH FASTENER (1'-0" O.C.) (W/ KW, KR OR GHR PANEL OUTSIDE CLOSURE W/ KRP OR GCP PANEL INSIDE CLOSURE) WALL PANEL EH8011 K SS360 HIGH EAVE DETAIL WITH SHEETED WALL NOTES: 1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR AS THE FIRST PIECE OF SHEET METAL THROUGH WHICH THE FASTENER PASSES. 2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER COLORS. 3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR DARK BRONZE SHEETING AND TRIM APPLICATIONS. WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS.10. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT I 1 0 1ON CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT ALL TRIM SPLICES. 5. 6. 7. B. 9. BOLT LENGTH MAY VARY IF ERECTION DRAWINGS. BOLT STRENGTH MAY VARY ERECTION DRAWINGS. USE " X ]'" A325 BOLTS USE " X 1'' A325 BOLTS TO FRAME CONNECTIONS. DRAWINGS ARE NOT TO SCA WARNING: PENCIL LEAD AN GALV. PANELS AND TRIM P DO NOT USE THESE TO MAR NOTED ON F NOTED ON AT ALL PURLIN LAPS. AT ALL PURLIN E. MARKER WILL CAUSE ECES TO RUST. ON PARTS. ISSUE DESCRIPTION A APPROVAL S STRUCTURAL 0 CONSTRUCTION I D NUMBE R : 17BOl75A INSULATION (BY OTHERS) IEL RIB OMITTED FOR CLARITY 316'' x 2y2' TRIPLE BEAD TAPE SEAL \ BUTYL CAULK (SEE ABOVE) 1'-0" CLIP FASTENER (2) PER CLIP PURLIN EA8025 S3360 ENDLAP DETAIL .. JY 1 +� � 14 t � � i i■ryry, THESE PLANS AND ALL PROPOSED WORI< ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT 1. MAY BE NECESSARY IN ORDR TO COMPLY WITH ALL APPLICABLE COM3. — FA12 (10) PER PANEL ROOF PANEL N6 x.2y2" TRIPLE BEAD TAPE SEAL BACKUP PLATE 'SBP01' #75848 WES HARDIN PLEASE CONTACT OUR QUALITY BY DATE KIRBY BUILDING SYSTEMS 14u=mm COMPANY BE77ER SOLO DNS" BE77ER SU101HOS. SERVICE DEPARTMENT QUESTION8700 OR AT WITH ANY ISSUES. KMS 8. 15. 1 7 KMS 1 1 . B. 17 WBS 1 . 1 9. 1 8 KIRBY BUILDING SYSTEMS o 101 AIRPORT ROAD o STARKVILLE, MS 39759 TITLE: ERECTION DETAILS DRN.BY: WBS BUILDER: MAVERICK BOAT GROUP DATE: 1.19.18 CUSTOMER: MAVERICK BOATS LOCATION: FORT PIERCE, FL 34946 CKD.BY: DATE: MBS ,JOB NO: 17BO175A DWG. NO: D3 OF: 6 i