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HomeMy WebLinkAboutPEMB DrawingsAnchor Rod Drawings 1) This drawing is for anchor rod placement only and Is not foundation design. 2) Foundation must be square and level with all anchor rods true in size, location, and projection. 3) Projection shown must be held to keep threads clear of finished concrete. 4) This structural design data Includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this Issue. Any change to building loads or dimensions may change structural member sizes and locations shown. This structural design data will be superseded and voided by any future mailing. 5) Anchor rod size Is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer, and are not provided by the manufacturer. &)) Anchor rods are ASTM F1554 Gr. 35 material unless noted otherwise. 7) 3000 psi concrete compressive strength (fc) Is assumed for the purpose of column base plate design unless otherwise noted. FINISH FLOOR AT ELEVATION 100'-0 ■I 21'-0 8— v C F 8 C L©� EWC EWC SWD EWA SWD KEY PLAN SWD EWA ANCHOR BOLTS TO BE DESIGNED BY FOUNDATION ENGINEER USING DIAMETERS SHOWN IN THIS TABLE. ANCHOR ROD DESCRIPTION QUANTITY "0 DIAMETER X 46 "0 DIAMETER X 100 1"0 DIAMETER X 4 ii"0 DIAMETER X 12 OF STEEt {41gg7:CN3 Qtt ACCESSORY SCHEDULE MARK DESCRIPTION DETAIL CLAN. AQ iS'-O X 10'-2 FRAMED OPENINGS ® 1 Q 12'-0 X 12'-0 FRAMED OPENINGS ® 2 © 12'-0 X 12'-0 FRAMED OPENINGS SQ 1 DQ 4'-4 X S'-0 FRAMED OPENINGS q� 2 E0 3'-4 X S'-Q FRAMED OPENINGS pQ 1 L (� 25'-0 OUT OUT OF STEEL T o 'YP 'ol 24'-01 'bl D © MO • •NO B 00 © ©• ;, ,n 0 O < C M � V QLD'G "B" O 1 o N x N N I O. N 53'-1,J 20'-0 63'-11J © o G ,-2 -ro v I b O I tr+ w N a 0 25'-0 OUT OUT OF STEEL ..v I o ,p 54'-0� 20'-0 53'-11J n O ® — — — — — — — — — — — — — 4 QLD'G "A" O I M in N Q I N 0'-11{ 54'-0 20'-0 54'-OJ o• HP C © 4-cl 1 O O • • O• • OFS © in ig in••1 23'-5 23'—S 25'-0 70'—S 14'-7025'-0 19'-0 b] N tie F.t G.i H.1 K.t ^` I 0 146'-11 o d) Cb d) Cb dD V ANCHOR ROD SETTING PLAN No.67621 STATE OF SWD rl a - EWC EWC EWA cp 9D cp qD cp cp Gp cp 21'-B 21'-B 21'-01 20'-0 21'-B 21'-8 21'-B WBX70 WBX70 WOX70 WOX70 -I/ - - - - - I - /; 4 \ �° Ale m m /41 \/ I / \/ / O,P \ ( I BLD'G W I RPB RPD /m \ /m I \ /m At \/ ` x \/ O \\ i EXTENT OF MASONRY PARAPET EXTEN OF MASONRY PARAPET 23'-S 23'-S 10'-0 20 0 16'-O 23'-S 23'-S 150'-0 OUT OUT OF STEEL SWD cbA cb cb ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH -0'-oj 0'-3" 1'-5�" REFER TO CF01122 DENOTES: (4) }"0 BOLTS AT PURLIN OR GIRT w CONNECTION TO CUP. REFER TO CF01122 4)- DENOTES: DOUBLE PURLIN OR GIRT STRUT. REFER TO PF04022 FOR CONNECTION AND ROOF FRAMING PLAN PANEL ATTACHMENT NOTES 1 & 2. 7 —— OENOTES: DOUBLE PURLIN OR GIRT STRUT. v REFER TO PF04022 FOR CONNECTION AND PANEL ATTACHMENT NOTES 1 & 2. O 0 'C N O O 25'-0 OUT OUT OF STEEL S a a_ oR o h N R ��h E rri `e2S a� 0 LL U a o 2 Zj00. PR WO a300 r y O OLD'G "A" i 0 vJ� p RPD N r� 0 b e v N N � L IEl ZM� F-1 N 0 w UOWW ul FZ0!0 b. N U0W O _ C as ! 'E scale., TO SCALE Drown by. CWC 8/27/20 _ I Checked by. CC 8/27/20 Project Engfneer. MWM Job Number. 17-8-71752-1 Sheet Number. E6 Of 24 The engineer whose seal 1 L v appears hereon is on employee for the manufacturer for the materials described herein. Said M seat or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ROOF FRAMING PLAN Yuangang (8111) Li, P.E. Florida P.E. $7521 EWC EWC ,,,IINNlllllr.�gtttt/t aP41G (eQ ` ay�a E Af swo NO. 676'11 *: SW8 KEY PLAN EWC ,/�j.� �S� E OF s !'Z to 'aSTA .l1V EWA ,/,'ttl� /U \ /U \ /aQ /4Q. 25'—O OUT OUT OF STEEL a U Ca ROOF SHEETING PLANE t PANEL TYPE = OLK (GALVALUMQ PANEL OVEttttHANG = 4 FROM OUTER STEEL 1 t4 h O 39'-711 35'-36 tII" SPACER 50'-3 70" SPACER 45'-II 39'-711 35'-3a 50'-34 49'-II 39'-7}a 35'-3a 50'-3J 49'-II 39'-711 35'-31 50'-31 49'-II 39'-7}a 35-36 I 50'-3a z 49'-0 39'-711 35'-3a I 50'-3J -' 49'-II 39'-7JJ 35-36 50'-34 49'-II 39'-7 35'-39 35'-7JJ 35'-3a 50'-31 0 49'-II 39'-711 35'-3a 50'-3A El 49'-II 39'-79 35'-31 50'-31 x 49'-8 39'-7jJ 35'-31 I 5D'-3J 49'-8 I 39'-711 35'-39 I 50'-31 49'-II o N 35'-7}a 35'-3a 1II" SPACER 50'-3 1II" SPACER 24`-7 _ _ m 39'-79 35-3a 1II" SPACER 50'-3 1Q" SPACER 24'-7 w `✓ h 391, TS 35'-30 50'-31 24'-7j g 2 b o 39'-7}a 35'-3a 50'-31 24'-7� y RODF SHEETING PLANE 2 y `c a o 0 39'-711 35'-3a 50'-34 24'-7j PANEL OEL OVERHANGLK (4 LVALUME) a o<n 35'-79 35'-3a 5O'-3J 24'-71 FROM OUTER STEEL 3' o o U 39'-74 35'-39 I 50'-3a 24'-7J V_ E cwi cwi Z wo E o= ❑ w ® 39'-7}a 35'-3} 50'-31 24'-7j o a 39'-, TS 35-39 50'-31 24'-7J,15 o ai a 3 ow 39'-71$ 35'-39 50'-31 24'-7J 4 no. 35'-7{3 35'-3a 50'-3} 24'-7 39'-711 35'-3a I 50'-3a 24'-750'-3J 35 -7}a 35-38 I 24'-71 m E 39'-71 35'-3a 50'-3a 24'-7a 4 39'-711 35-38 50 -3J 50'-3k 24 -7J 24'-7J NN m N-' ❑ ❑ 39'-719 - 35'-3a OO o 35'-711 35'-39 50-31 24-7 czoi .. w } 39'-711 36-36 35'-31 50'-3a 50'-34 24'-7a 24'-71 V w o w o r: o: <� �n o w w '39'-7j1 35'-3a I 50'-3} 24'-7 omoo o39'-71J ix " 35-711 35-38 5O'-3} 24'-71 m5.Ni < oo` 3{a 35'-3a 50'-34 24'-7J Scale: NOT TO SCALE 39'-7'-7{a 35'-3a 50'-31 24,-7J Drawn by. CWC 8/27/20 35'-7ja 35-3a 50'-3a 24'-ta Checked by. CC 8/27/20 39'-711 35'-31 5O'-3} 24'-7 Project Engineer. MWM 39'-711 35'-3a 50'-31 I Y4'_7 Job Number. 17-Q-71752-1 39'-711 35'-33 5O'-3a 24'-7J Sheet Number. E7 Of 24 39'-711 35-3a 50'-3a 24'-7J The engineer whose seal 35'-3a 50'-3a 24'-7J foreears hereon Is an the manufacturer for employee 35'-7{� g 35'-3a 50'-31 - 24'_7J materials described herein. Sold seal or certification Is limited 35'-7}a 35'-3a 5O'-3J 24'-7J to the products designed and manufactured by manufacturer 39'-719 35'-3a I 50'-3a 24'-7 I only.The undersigned engineer Is 39'-715 35'-3a 50'-31 I 24'-7J not the overall engineer of record for this project. 3S'-7}� 35'-3a 50.-31 24'-7 39'-74 35'-38 50'-3J 24,-7J Yuongong (Qlii) Li, P.E. 39'-715 35-3a 50'-31 24'-7J- 39'-, 35'-3a 50 -3J 24 -7J ROOF SHEEV G PLAN DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 33'-9I} WITH A DOWNSPOUT WITHIN 2'-0 OF EACH END OF THE GUTTER RUN. 0* w G ♦h� �Q�C EWC EWC ``Nth. ... ....... SWD :�i •. NO. 67621 EWA SWQ KEY PLAN SWp % l�Wr ! .Z /r"a 0 STATE OF DOWNSPOUT LAYOUT DOWNSPOUT LAYOUT ��400:r�O v.•Q'���, Rl ����li EWA [2 REQ'D] [8 REQ'D] �,,` 12NA+40 FRAMED OPENING CLIP TABLE MARK QTY DESCRIPTION 1 HEADER TOP L 'JAMB TOP R JAMB GIRT TO L JAMB GIRT TO R JAMB OOTTOM L JAMB BOTTOM R JAMB SILL VERT LIFT JAMBS A 1 4'-4 X 5'-0 CL15D CL150 CL150 N/A N/A N A NIA CL150 N A fl 1 1 4'-4 X 5'-0 1 CL150 CL150 I CL150 I N/A N A CL152 CL152 I N/A I N/A —e— DENOTES: PIPE STRUT. ATTACHED WITH ?0 X 1i" A325 DOLTS. EWC Slim KEY PLAN LI;Yd PQR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = S200 PANEL PKG. REQ'D. = PBS-1 Field Cut Panel and Trim as Ere?fired per Construction Details -1 SIND EWA SWC SCHEDULE OF ACCESSORIES NO. REDO DESCRIPTION 1 19'-0 X 2'-4 FACTORY LOCATED FRAMED OPENING 1 19'-0 X 10'-2 FACTORY LOCATED FRAMED OPENING 1 3'-4 X W-0 FACTORY LOCATED FRAMED OPENING 3 12'-0 X 12'-0 FACTORY LOCATED FRAMED OPENINGS 3 4'-4 X 5'-0 FACTORY LOCATED FRAMED OPENINGS 4 8'-0 X 2'-4 FACTORY LOCATED FRAMED OPENINGS 4 3070 WALK DOOR REFER TO DETAILS ON INSTALLATION OF FRAMED OPENINGS. USE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. N N O d \ / � C10X15.3 / ) N OPEN TO 14'—O FOR MASONRY :r M / WIOX22 ONE Ffl4B 0 17'-5 RIGHT VDI SIDEWALL ELEVATION "SWS" AT GRID LINE "A" BUILDING "A" Q'-11A 5'-11A W-11A 0 0 0 I I I 0 0 I I IF I �I i 1 I .w .av "X .w .w Ix .ei-w .-av .av .xv .av .ar .ar -w .xv i I I 0 N in N in N I In N 1 0 N I Ia N I in N 1 1N N 1 o N I in N T iN N I 'o N I N N I in N I in N I 0 N I la N I Tn N I ir) N I In N I N N I In N I in N I in N i In N i i 1 1 I I I I I ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH —0'-0" T 1 2'-5j" 0'-3j" V 3'-1j" V-5f REFER TO CF01122 WALL SHEETING ELEVATION "SWB" BLDG "A" Wo BACKLAP IQ FRAMED OPENING CLIP TABLE MARK OTY DESCRIPTION HEADER TOP L JAMD TOP R JAMD GIRT TO L JAMB GIRT TO R JAMD BOTTOM L JAMB DOTTOM R JAMB SILL VERT LIFT JAMBS A 1 3'-4 X S'—B 1 CL150 CL150 CL15C N A. N/A CL152 CL152 N A N A B 1 1 1 12'-0 X 12'-0 1 CL150 CL150 CL150 I N/A N/A CL152 CL152 I N/A I N/A —8— DENOTES: PIPE STRUT. ATTACHED WITH 1"0 X 1i" A325 BOLTS. PDR 'WALL PANELS PANEL COVERAGE = 3'-0 COLOR = S200 PANEL PKG. REO'D. = PBS-4 Field Cut Panel and Trim as required per Construction Details EWC EWC SWD TEWA SWD KEY PLAN EWA 0 I 0 1 \ / of \ / C10X15.3 (TYP.) O / OPEN TO 14'-0 z FOR MASONRY Rlcc A a D / \ V I - N 7 SAG ANGLES I_ S'-4 5'-4 9'-4 5'-4 6'-4 S'-4 2 3 4 WBX1D ONE FD4A 0 13'-0 LEFT SIOEWALL ELEVATION "SWD" AT GRID LINE "L" BUILDING "A" 0 0 o 0 0 0 o I I I o 1 0 1 0 I 0 0 o I I I I I I in N in N p i I i I in N in N in N In N in N in N iN N N N in N in N ir1 N V1 N in N I I ii? N i I in N N N I I i I i i I I I I I I I I I I I I I I i t I I I I I I I I I I ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH —0'-0" T 0-3 V 1'-5�' REFER TO CFO1122 WALL SHEETING ELEVATION "SWD" BLDG "A" U2�—OBACKLAP a ti 'c y 0 w x w OPEN TO 24'-114 ,..� TO REMAIN OPEN N W O 0 s" a N N 23*-10 G O W10X22 W10X22 v u "SWD" "M" E SIDEWALL ELEVATION AT GRID LINE Boa BUILDING "B" o 0 8� rn o P E j ZNNI 0' O ci U= N V Lx <W y U ww o OOp C % Qf VQK� O Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Eng/neer MWM Job Number. 17—B-71752-1 Sheet Number. E10 Of 24 " The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is PBR WALL PANELS not e V r of PANEL COVERAGE = 3'-0 record for this project. COLOR = S200 Field Cut Panel and Trim as Yuangang (811" L1. P.E. required per Construction Details 21 WALL SHEETING ELEVATION "SWD" OP`�G•,��/����ii EWC EWC ,�8�� ,�0 Q;�, �G kg BLDG ��� 1�J. Y t •�. s swD .* N0.67621EWA SWB KEY PLAN SWD 0 , STATE OF jVrC ����o�=•��N i�'.�d� R e?••�,c'r�.. EWA /I�j �O�� FR. MARK OTY DESCRIPTION HEADER L A i 1S'-0 X 4'-D CLiSD C D 1 19'-0 X 17'-0 CL150 C C 4 D'-0 X 4'-0 CL750 C SPLICE BOLT TABLE CONN. OTY. SIZE TYPE HARDENED WASHERS BEVELED WASHERS A (4) } X 1j A325 El 4 0 D (4) X 1 A325 0d1N D 0 C (4) X Ij I A325 B&N 0 D PDR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = S200 PANEL PKG. REO'D. = PBS-2 Field Cut Panel and Trim as required per Construction Details EWC EWC EWA 7'-9 0'-0 7'-9 V-9 0'-0 7'-9 5" 10'-0 1S'-0 S. 18'-0 7'-S 1 8'-0 7'-S 7'-9 B'-0 7'-9 23'-5 23'-5 20'-0 23'-5 23'-5 47'-0 10'-0 20'-0 10'-0 47'-0 ZEE SECTION LAP TABLE SYMBOL LAP LENGTH SYMBOL LAP LENGTH -O'-Or T 1 2'-51" 0'-3f, V 1 3'-1f V-5�' REFER TO CF01122 0-IV a -IV 0-lu u-lU tCE 6 d) I0x]=FLG./0.105xi'-O=WED 10x6=FLG./O.105x1'-O=WED 10xa=FLG./O.105x0'-10=WED 10x}=FLG./0.1B5z0'-10=WED W8X31 WBX31 ENOWALL ELEVATION "EWA" AT GRID LINE "1" BUILDING "A" WALL SHEETING ELEVATION "EWA" BLDG "A" 0'-10 V-10 D'-10 B'-10 5'-10 0'-10 H J L 1Oxj=FLG./O.185x1'-O=WE8 10xa=FLG./0.105x1'-0=WE8 FRAMED OPENING CLIP TABLE MARK OTY DESCRIPTION HEADER TOP L JAMB TOP R JAMB GIRT TO L JAMD GIRT TO R JAMB OOTTOM L JAMfl BOTTOM R JAMD SII'I' VERT LIFT JAMBS A 1 4'-4 X S'-II CL750 CL150 CL15D N A N A CL752 CL152 N A N A D 1 i 1 12'-0 X 12'-0 1 CL150 I CL150 I CL150 N A N A CL752 CL752 MIA 1 N A SPLICE BOLT_ TABLE CONN. OTY. SIZE TYPE HARDENED WASHERS BEVELED WASHERS A (2) X li I A325 BEN 1 D 1 0 B (4) X 7i A325 OEN 4#00- C (4) X 1i A325 BEN 0D (4) X ii A325 BEN 0 �- DENOTES: PIPE STRUT. ATTACHED WITH f"0 X 1i" A325 DOLTS. EWC EWA EWC 12 21'-D 21'-B 21'-II 4'-0 12'-0 4'-U 21'-B 21'-D 72-0 20'-D 27'-D SAGSAG ANGLES L WIIXtII b W12X19 ONE F84C ® 7'-S LEFT ONE F04C 0 13'-0 LEFT ONE FB4C ® 17'-0 LEFT ZEE SECTION LAP TABLE SYMBOL LAP LENGTH I SYMBOL LAP LENGTH -0'-O. ' T 2'-5j" O'-3f" V S-1j" V-5f- I REFER TO CF01122 b W12X19 b WIOX22 b WIOX22 ONE FB4C ® 7'-S LEFT ONE FB48 ® 7'-S LEFT ONE F840 ® 7'-6 LEFT ONE F04C 0 13-0 LEFT ONE FB4B 0 13'-0 LEFT ONE F84B 0 13'-0 LEFT ONE FB4C 0 17'-0 LEFT ONE F84D 0 17'-0 LEFT ONE FB49 0 17'-0 LEFT ONE FB4C 0 25'-0 LEFT ENDWALL ELEVATION "EWC" AT GRID LINE "5" BUILDING "A" 3'-ii 13'-ii I 5'-ii D W12X19 W12XiS WIOX22 ONE FB4C 0 7'-S LEFT ONE F84C ® 7'-5 LEFT ONE FB4C 0 13'-0 LEFT ONE FB4C 0 13'-0 LEFT ONE FB4C 0 17'-0 LEFT ONE F84C 0 17'-0 LEFT ONE F04C 0 25'-0 LEFT POR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = S200 PANEL PKG. REO'D. = PBS-3 Field Cut Panel and Trim as required per Construction Details WALL SHEETING ELEVATION "EWC—EWC" OLDGS "A & ©" 10 U U O ti 'C N w b O 72 'S a a o O � N c'-a 21 bi Ci h G a b m .gyp Y Sv X, J OQ M a -d &� �Ia E UU 1- Z W ti W W O /o S OR o• 3 a. W OPEN TO 25'-0 - / TO REMAIN OPEN w E Q z=MO Vn` OS�.1W (W W } �xSW b V 9VOWlV ZJm E00 a Ud'um �J O G Mto(,!� O Scote: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 25'-0 Project Engineer. MWM Job Number. 77-8-77752-1 l m J Sheet Number: E14 Of 24 WIOX22 The engineer whose seal appears hereon is an employee for the manufacturer for the ENDWALL ELEVATION "EWA" AT GRID LINE "4" materials described herein. Said seal or certification Is limited BUILDING "B" to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Yuongang (Bill) LI, P.E. Florida P.E. 67621 `,,fffHfllH/W p��f,/I at���il%♦ c EWC EWC E Q`,`JP� f� ••�s SWD No. 67621 EWA KEY PLAN StyB Styp RG3 3 0 % STATE OF ��y{♦,,(� 't eO/U*p S• Ili Q• •�i'� ,♦ P�,, �ONAII EWA'♦/ `f'V AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS Specified Column Centerline e 9" TYPICAL SECTION 0 J"O ANCHOR RODS BASE OF STEEL AT ELEV. I I N In N - TYPICAL SECTION O 1"0 ANCHOR RODS Bottom of Base Plate . t1/2- t13mm) Base of Steel *Variation In Elevation to the Tops of Anchor Rods BASE PLATE AND ANCHOR ROD TOLERANCES BASE OF STEEL AT ELEV. 100'-0 TYPICAL SECTION ® 8"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 TYPICAL SECTION O 1J"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 TYPICAL SECTION O J"N ANCHOR RODS I BASE OF STEEL AT ELEV. 100'-0 b r,{1 0'-10i TYPICAL SECTION © J"O ANCHOR RODS TYPICAL SECTION ® J"O ANCHOR RODS 12MMAEi191IM 11W:1i BASE OF STEEL AT ELEV. 100'-0 .avrv� TYPICAL SECTION O 8"2 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 FRAME TYPICAL SECTION © �'O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 3" D} l'—O 4" 5" U N 'i] N �z 1•-0� TYPICAL SECTION © 1X'O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 3 b = is TYPICAL SECTION O �'O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 TYPICAL SECTION O �'O ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 fi TYPICAL SECTION © 1�'O ANCHOR RODS BASE OF STEEL AT ELEV. 1OW-0 4" TYPICAL SECTION O J"0 ANCHOR RODS TYPICAL SECTION O J" 0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. TYPICAL SECTION 0 J"O ANCHOR RODS BASE OF STEEL AT ELEV. 100'—O 3 Iy �� b 0'-10i �Z N TYPICAL SECTION O 8"0 ANCHOR RODS TYPICAL SECTION O J"C ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. lollad= TYPICAL SECTION © �'O ANCHOR RODS BASE OF STEEL AT ELEV. 99'—B 1 U ti m 0 O op� � y N ppO Rff c a y a z C j yp a aai . a Sv-i J E UU 2 wow LJ y R3a! m o E rr 610 4 4ls ZyM� ❑ ❑ O � v w r wow o L Upw�w h I" or �UN> 0 Scale: NOT TO SCALE Job Number. 17-8-71752-1 Sheet Number. F2 Of 5 -ars hereon Is an employee the manufacturer for the erials described herein. Said or certification Is limited he products designed and iufactured by manufacturer '.The undersigned engineer is the overall engineer of vd for this project. Wang (Dill) Li, P.E a • U 4l .R U W w 12 O O 1 C ,a w D: o M O h N � n ��h E Ci G vi `c 'tea O M a O S aLL U Sc w o 3 2 K ZI Li W OF, = lb i000 a. 3 a u. OPEN TO 25'-0 aoJi/ w w TO REMAIN OPEN 0 in N ' c epp 313 N F Q ' \ I V `V ZM� U W N QVi W p O N U O W W H 4Wof IN Scale." NOT TO SCALE Drown by. CWC 8/27/20 ( Checked by. CC 8/27/20 25'-0 Project Engineer. MWM i Job Number. 17—B-71752-1 rJ Sheet Number. E1 Of 24 Wig - The engineer whose seal appears hereon Is an employee for the manufacturer for the ENDWALL ELEVATION "EWC" AT GRID LINE "5" materials described herein. Said seal or certification Is limited BUILDING "B" to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. • Yuongang (Dill) Li, P.E. G H46�`' EWC EWC E ,���\Q�Q • SWD s : No. 67621 SWB KEY PLAN SyWOO �• STATE OF A j O R A{ ��j� EWA j oI,q\\\\\\ PBR WALL PANELS PANEL COVERAGE = 3'-0 COLOR = GALVALUME PANEL PKG. REM). = PDS-5 Field Cut Panel and Trim as required per Construction Details BACK PANEL SHEETING ELEVATION "EWA" BLDG "A" 0Y/PROJECTS\XDS—VB-11-00 FRAME = active/eng/17-8-71752/ver01—mmaloney/BLDG—A/Drftg/x05L active/eng/17-8-71752/verOl—mmaloney/BLDG—A/Drftg/x05R 8/15/20 21:19:O9 8/16/20 21:19:09 OY/PROJECTS\XDS—V8-11-00 FB SET = Eng/17-8-71752/ver01—mmaloney/BLDG—A/Drftg/xO5L Eng/17-8-71752/ver01—mmaloney/DLDG—A/Drftg/x05R GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. p C X 12 �I 12 R 5' 5'-0r} . 5' d) 6 6 6 I0xa=FLG./0.185x1'—O=WED I0xa=FLG./0.155x1'—O=WED I0xa=FLG./O.iB5x0'-10=WEB 10xa=FLG./0.185x0'-10=WEB 10xa=FLG./0.185xi'—O=WEB 1Oxa=FLG./0.155x1'—O=WEB CROSS SECTION AT FRAME LINE "1" PLATE SIZE TABLE SPLICE BOLT TABLE CONN. LOW SIDE - HIGH SIDE OTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A BX 0.375X 8a B 8 X 0.525 X 2'-9J S X O.S25 X 2'-9 (16) a X 2} A325 B&N 0 0 C 10 X 0.375 X 1'—OJ D 12 X 0.375 X O'—ita (4) A X 1J A325 B&N 1 0 E 5 X 0.375 X 2'-84 S X 0.375 X 2'-8J (8) a X 1i A325 B&N 0 0 F 10 X 0.375 X O'-10J G 12 X 0.375 X 0'-11J (4) a X 1J A325 B&N 1 0 H S X 0.375 X 2'-88 15 X 0.375 X 2'-88 (8) J X 1! A325 B&N 0 0 1 8 X 0.75 X 2'-9`� S X O.625 X 2'-9a (15) a X 2� A325 B&N 0 0 �' al,v a 0 O O o h N M y R z b D d4� J OM W LL Ld to 2 EE ffi 00 a Da - a 0 M &ZOa 3ow a N E `^OV` i n n ❑ ❑ .. W OW�O} U LHOWUOWW y I� (j UW>< Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. MWM Job Number. 17-8-71752-1 Sheet Number. E17 Of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certificotion is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Yuanaana (9111) LI. P.E. No.67621 STATE OF OY/PROJECTS\XDS—VB-11-00 FRAME = active/eng/17-8-71752/verol—mmaloney/BLOG—A/Drftg/x02L active/eng/17—B-71752/ver01—mmaloney/BLOG—A/Orftg/x02R 8/15/20 21:20:22 8/15/20 21:20:22 OY/PROJECTS\XDS—VB-11-00 FB SET = Eng/17-8-71752/ver01—mmaloney/BLOC—A/Drftg/xO2L Eng/17-8-71752/ver01—mmaloney/BLDG—A/Orftg/xO2R GENERAL NOTES ti FRAME CLEARANCES SHOWN ARE APPROXIMATE AND - MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. ti 'e h O 12 12 5'—Ojj 5'—O5'-0l—Oyg 5-0 } 5'• 5— 4-8� 4-O� 5-04 5-01/ 5-01� 5-Oj6 5-O� 5-OA 5-Oily 5'-Ot 5'-G11J tjJ 5'-Df3t 5-ot13 1'i'4-4 5'-0t§ 5'-OJ 7j!,Oi} 5'-Ot� 5'-Ots 5'-Ot� 5'-0 5'-Ot>j 5'-Of� 5'-Oijj 4'-0tjj 4'_ptl! N � O N X n N . SO X D.25 SOX0.3125 6.0X0.3125 50X0.312 5.0X0.25 S.UX0.3125 50 X 0.3125 S.0 X 0.25 6.0X0.3125 6.0X0.3125 X _ 2S.0X0.155 2S0XU.1 50X0.1 S.0XD,25 S0X 0.312 vpi�^ 25.0 X 0.155 25.0 X 0.185 25.0 X 0.185 2S.D X 0.155 2S. X 0.185 25.0 X 0.155 2s.oxo.1 s N`N S.OX0.5 S.OX0.3125 S.OX0.25 5.OX0.3755. X0.31 X0.31 S.OX0.375 S.OX0.25 S.OX0.3125 50XD.312 S.OX0.25 5.0X 0.5 `✓Q Cis 6.0X0.25 SOX0.312 rn o p v pM AS '>O . A R L K Q 2w0W Li U ® ❑ w I � Boa O � 'ti ♦i h l- as- \� R 3 a ii N ur N O ^ N N x O _ o O N E F 3E 3 a O n rn G e x C 4E 3E C 4E 3E •n = pi N B 2E 4E B 2E 4E c q tV 142' 4s! p n2.75 X 0 3125 2.75 K 0.3125N n a = 0 zMp > s' ....� pl V B W in rr `` W =S W V) O N ro0 pl 1 I O N O e) W V W_ U W O O N X O I N N N I O X N N pi L U p W W H M N N X ci N N N 0 O X � N I- AU�U0 ;O O M R O m ~ a of scale., NOT TO SCALE � o J h Drown by. CWC 6/27/20 Checked by, CC 8/27/20 LEV. n Project Engineer. MWM G1 p R W 81 A D D A 01 o Job Number. 17—B-71752-1 Be 81 sheet Number: E18 of 24 55-0 20 0 55'-0 The engineer whose seal appears hereon Is an employee 75'-0 75'-0 for the manufacturer for the materials described herein. Said seal or certification Is limited 150'-0 OUT OUT OF STEEL to the products designed and manufactured by manufacturer only.The undersigned engineer is 2—F 2—G not the overall engineer of lll..�=D record for this project. PDX15,94 PDX16.g4 Yuangong (0111) Li , P.E. CROSS SECTION AT FRAME LINE 2' Fr p i l l l l M 1 r y 0#1tI,, PLATE SIZE TABLE SPLICE BOLT TABLE `�.`;ti�G E Ng•�0,� s CONN. LOW SIDE HIGH SIDE OTY. SIZE TYPE WASHER9D WASHER°s x ;• No. 67621 A 5 X 0.375 X 8% •• 8 5 X 0.525 X 2'—Sj 5 X 0.525 X 2'—Q (12) 1 X 21 A325 B&N D D � •., • : WZ !(� STATE OF •1y` C 5 X 0.5 X 2'-81S X 0.5 X 2'-811 (14) 1 X 2° A325 D&N 0 0 i .: i p P •:'�i., 0 14 X 0.75 X V-2 ��i� • ••L O •'•�a,��, ,�� ••.,......•'t� E 10 X 0.375 X 1'-1i (4) J X 11 A325 B&N 4 0NA�. F 16 X 0.5 X 2'-81i 5 X 0.5 X 2'-134 (12) 1 X 2° A325 B&N 0 0 11i1111111111 OY/PROJECTS\XDS—VO-11-00 FRAME = active/eng/17-9-71752/ver01—mmaloney/DLDG—A/Orftg/xO3L active/eng/17-0-71752/ver01—mmaloney/DLDG—A/Orftg/x03R 0/16/20 21:07:50 8/15/20 21:07:50 OY/PROJECTS\XDS—VB-11-00 FD SET = Eng/17—B-71752/var01—mmaloney/DLDG—A/Drftg/xO3L Eng/17-9-71752/ver01—mmaloney/DLDG—A/Drftg/xO3R GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. - PLATE SIZE TABLE CONN. LOW SIDE HIGH SIDE A 6X0.375XBfh D 6X0.525 X2'—Sa 6X0.525X2' C 6X0.5X2'-819 6X0.5X2'—t 0 14 X 0.75 X 1'-2 E 10 X 0.375 X V-14 _ F 16X0.5X2'-0}3 6X0.5X2'—L G to x o.37s x 1'—i} H 10 X 0,75 X 1'-2f% 1 18X0.75X2'—gA 16X0.525X 2' 12 O X SPLICE BOLT TABLE QTY. SIZE TYPE HAROENEE 5' 3—F 3—G PDX15.94 PDX15.94 CROSS SECTION AT FRAME LINE "3" 12 5' 5' X 2J A325 B&N 1 0 0 ` X 2" A325 D&N 0 0 X 2" A325 O&N 4 0 X 2" A325 B&N 0 0 X 1J A325 B&N 4 0 X 24 1 A325 D&N 0 0 a a O o o � N � n P F 1 NON ¢SS C .O VA N j.0 a � a ig79 O� 1 wC w ® ❑ Domm R go 4 � m o t? a N- E� z,M0 w Y � U wo w to u � ww E=�m O' O —� a V. w 3 tl Scale: NOT TO SCALE Drown by. CWC 0/27/20 Checked by. CC 8/27/20 Project Engineer. MWM Job Number. 17—D-71752-1 Sheet Number. E19 of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Yuongang (9111) LI, P.E. No. 67621 STATE OF OY/PROJECTS\XDS—V8-11-00 FRAME = active%ng/l7-8-71752/ver01—mmaloney/DLDG—P./Orftg/xO4L active/eng/17-9-71752/ver01—mmaloney/DLOG—A/Drftg/xO4R 8/15/20 21:21:29 8/15/20 21:21:2S OY/PROJECTS\XDS—VB—it—OO FB SET = Eng/17—B-71752/ver01—mmaloney/8LDG—A/Drftg/xO4L Eng/17—B-71752/ver01—mmaloney/DLDG—A/Drftg/xO4R. GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. PLATE SIZE TABLE CONN. LOW SIDE HIGH SIDE A 10X0.75X0'-111% B 8X0.75X2'-9j 6X0.525X2 C 5X0.5 X2'-89 6X0.5X2'-1 D 14X0.75XV-2 E 10 X 0.375 X 1'—ij F 6X0.5X2'—B}j 6X0.5X2'-1 G 14 X 0.525 X V-2 H 6X0.5 X2'-0� 5X0.5X2--1 1 10X0.75XO'-118 J 8X0.75X 2'-9j 16X0.625X 2' 12 ' 5'—O1%4 5-055'-01 5'—OA 5'-0j 5'—Oj H 4—fity 4-01y 5-01y 5—Oy 5-0y 5—OA 5—Oj% 5'-0A 5,_O1 5'-OA 5'—OjA501} 5'—Otl 5-075 5'—OA 5'—Oj 5'_0{1 5'-0& 4,-0& 4,—Bl P O r x M SPLICE BOLT TABLE QTY. SIZE TYPE HARDENED WASHERS BEV WAS ;12) j X 2j A325 B&N 0 0 .14) j X 2" A325 B&N 0 0 ;4) j X 1j A325 B&N 4 0 ;12) j X 2' A325 B&N 0 0 12) j X 2" A325 B&N 0 0 14) j X 24 i A325 B&N 0 D 4—F 4—G Cb PDX15.94 PDX15.94 CROSS SECTION AT FRAME LINE "4" 12 /Co(2eio a v m z O O w o N N M V C 0 - � d1S k aM j '' G V ^i1 O E2 O U CWJ 2 WCW 000. p 0N0 � Q) d000 o ✓? a rn N E m R 4 (r �V N N 0 "o El El O o= v U W Y a � W O U W y W UOWWWw 00 C KN> O 5cole: NOT TO SCALE )rawn by. CWC 8/27/20 :hecked by. CC 8/27/20 °ro/ect Engineer. MWM lob Number. 17-8-71752-1 >"heet Number. E20 Of 24 the engineer whose seal ippears hereon is an employee or the manufacturer for the naterials described herein. Sold mol or certification Is limited .o the products designed and nonufactured by manufacturer mly.The undersigned engineer Is iot the overall engineer of ecord for this orolect. 1J1,211 No.67621 o. STATE OF OY/PROJECTS\XDS—V8-11-00 FRAME = active/eng/17-8-71752/ver01—mmoloney/DLDG—A/Drftg/x01L OY/PROJECTS\XDS—V6-11-00 FD SET = Eng/17-9-71752/ver01—mmoloney/©LDG—A/Orftg/xolL GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 8/15/20 21:10:32 m 0 x W10X22 12 CROSS SECTION AT FRAME LINE "4" No. 67621 �a:e 1Sc' STATE OF U OY/PROJECTS\XDS—V8-11-00 FRAME = active/eng/17-8-71752/ver01—mmoloney/OLDG—A/Drftg/xOtL OY/PROJECTS\XDS—V8—ii-00 FD SET = Eng/17—Q-71752/ver01—mmoloney/OLDG—A/Drftg/xO1L GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 8/15/20 21:10:32 m b x Wl OX22 12 CROSS SECTION AT FRAME LINE "5" 3'—D�, t�ltol� IT7 CONNEC71ON 18. 11 OR N CONNECTION 4B, 44 OR 4P CONNECTION 4X CONNECTION CODES TOP AND BOTTOM BOLT PAl 71F CONNECTION IF CONNECTION 3F CONNECTION tE CONNECTION 2E CONNECTION 3E CONNECTION 4F I CONNECTION 4E 4E /2EH —E CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION BOTTOM CONNECTION CODE BOTTOM QUANTITY OF BOLT ROWS CONNECTION DESIGNATION BLANK = STANDARD CONNECTION H = HEAVY CONNECTION TOP CONNECTION CODE Top QUANTITY OF BOLT ROWS CONNECTION CODE FORMAT CONNECTION CODE DESCRIPTION B = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/0" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST BE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. E = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH ONE SET OUTSIDE THE TOP OR BOTTOM FLANGE AND THE REMAINING SETS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE. F = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE PROJECTS 1/2" BEYOND THE TOP OR BOTTOM FLANGE. I = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP OR BOTTOM FLANGE AND CONNECTION PLATE IS RECESSED 1/D" BELOW THE TOP OR BOTTOM FLANGE P = THIS DESCRIPTION CODE IS USED TO DEFINE SHEAR CONNECTIONS. BOLTS ARE LOCATED INSIDE THE TOP FLANGE AND CONNECTION PLATE IS RECESSED 1/8" BELOW THE TOP FLANGE. CONNECTION PLATE LENGTH MUST DE A MINIMUM OF HALF THE RAFTER WEB DEPTH AND SHALL NOT EXCEED THE RAFTER TOTAL DEPTH. 4X = THIS DESCRIPTION CODE IS USED TO DEFINE MOMENT CONNECTIONS. BOLTS ARE LOCATED WITH TWO SETS EACH SIDE OF THE TOP OR BOTTOM FLANGE WITH A GUSSET PLATE OUTSIDE THE TOP AND BOTTOM FLANGE OR COLUMN CAP PLATE. NAME DESCRIPTON FOR A325 BOLT DIMENSIONS A325 CONNECTION BOLT DIMENSIONS D DIAMETER OF THE BOLT 1/2"' 3/4" 7/8" 1" 1 1/4" 1 1/2" HD BOLT HOLE DIAMETER 9/15" 13/15" 15/15" 1 1/15" 1 5/16" 1 9/15" BOLT GAUGE 2 1/2" 3" 4" 3 1/2- 4" 5 1/2" G MAX. WEB THICKNESS (Max. " Fillet Weld) WITHOUT WASHER 1" 1 1/B" 1 7/8" 1 1/4" 1 3/8" 2 i D" MAX. WEB THICKNESS (Max. {%," Fillet Weld) WITH WASHER 3/4" 7/D" 1 5/B" 7/D" 7/8" 1 7/8" HG HEAVY CONN. BOLT GAUGE N/A 2 1/4" 2 5/8" 3" 3 3/4" 4" S NORMAL BOLT SPACING -E 2 1/2" 3" 3 1/4" 1 3 1/2" 4" 4 1/2" BSMIN MINIMUM SPACING BETWEEN TOP & BOTTOM SETS OF BOLTS 1 1/2" 1-- Q p BSMAX BSMAX MAXIMUM BOLT SPACING BETWEEN TOP AND BOTTOM SETS OF BOLTS ON CONNECTION PLATES LESS THAN OR EQUAL TO 3/4" THICK 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1/2 BSMAX (t�") WHEN BSMAX = 2'—Ojs" TO 4'-0 SPLICE BOLT SPACING (NOT TO EXCEED 2'—D) 1/3 BSMAX (tyt") WHEN BSMAX = 4'—O�" TO S'-0 1/4 BSMAX (A") WHEN BSMAX = 6'—OTI TO B'-0 O BFCD MINIJ AT OUT OF NUT SEEBOLT AT FLANGEMUM D DETANGE IL 1 1/2" 1 3/4" 1 7/8" 2 1/4" 2 1/2" 2 3/4" M PF MINIMUM BOLT —TO —FLANGE CLEARANCE AT CONNECTION PLATE SEE BOLT AT FLANGE DETAIL (BFCD + RNWT) PF INSIDE OF FLANGE IS INCREASED BASED ON THE YT & YB VALUE. PF FOR CONNECTION B, F, I AND P ARE THE SAME AS USED ON CONNECTION E z O i— NWT NUT AND WASHER THICKNESS SEE BOLT AT FLANGE DETAIL. NUT THICKNESS IS EQUAL TO THE BOLT DIAMETER AND .15625" WASHER THICKNESS IS USED EVEN IF A WASHER IS NOT REQUIRED. RNWT RISE ON NUT AND WASHER THICKNESS U W z TT THICKNESS TOP FLANGE REFER TO FRAME CROSS SECTION DRAWING FOR LARGEST FLANGE THICKNESS EITHER SIDE OF THE CONNECTION. TS THICKNESS BOTTOM FLANGE z YT BOLT SPACING TOP (ROUND UP TO NEXT 1/2", MIN = S) 3" + TT 3 1/2" + TT 3 3/4" + TT 4 1/2" + TT 5" + TT 5 1/2" + TT O C YB BOLT SPACING SOTTOM.(ROUND UP TO NEXT 1/2". MIN = S) or TB Sloped or TS Sloped or TS Sloped or TB Sloped or TB Sloped or TB Sloped EED(E) MINIMUM END EDGE DIMENSION 1 1/4" 1 1/4" 1 1/2" 1 3/4" 2 1/4" 2 5/8" EED(S) MINIMUM SIDE EDGE DIMENSION 3/4" 1" 1 Va.. 1 1/4" 1 5/B" 2 1/4" EEDK END EDGE DIMENSION AT KNEE CONNECTION 1 3/8" 1 3/8" 1 5/8" 1 7/8" 2 3/8" 2 3/4" BCWM MINIMUM BOLT CLEARANCE FROM A FLANGE OR WEB WELD WITHOUT WASHER 7/15" 5/8" 3/4" 13/15" 1" 1 3/8" IWITH HARDENED WASHER 9/15" 3/4" 7/8" 1 i"1 1 1/4" 1 1 1/2" WCSM MINIMUM WIDTH OF CONNECTION PLATE (Standard Connection) 5" 5" D" B" 10" 12" WCHM MINIMUM WIDTH OF CONNECTION PLATE (Heavy Connection) N/A 10" 12" TCMIN MINIMUM THICKNESS OF CONNECTION PLATE 1/4" 3/8" 7/16" 1/2" 5/8" 1" ED(S G ED(S FE' D(S HG G HG ED(S D (BOLT DIAMETER) D (BOLT DIAMETER) HD (HOLE DIAMETER) HD (HOLE DIAMETER) Top Connection Code -c Bottom Connection Code - EED(E) _ — PF TT YT PF Top Connection Code — — S S Splice Soft Spacing See BSMAX BSMIN and Splice Dolts K BSMAX (See BSMAX in Table) PF TB YET PF STANDARD CONNECTION DESIGNATION (CODE 4E/2E SHOWN) RAFTER EED(E) or EEDK Frame Documentation A325 Connection Bolt Details B 4E/2EH Connection Code (See Connection Code Format" on this drawing) Connection Location CROSS SECTION CONNECTION CODE KEY (AS SHOWN AT CONNECTIONS ON FRAME CROSS SECTION DRAWINGS) Top Connection Code < EED(E) PF TT YT PF S Splice Bolts < — S (See BSMAX in Table Splice Soft Spacing See BSMAX BSMIN I and BSMAX Bottom Connection Code < PF 10 HEAVY CONNECTION DESIGNATION CONNECTION PLATE (CODE 4EH/2EH SHOWN) /-WASHER (IF REQUIRED) PF ` COLUMN OR BFCD IjPF RAFTER FLANGE NWT RNWT CONNECTION PLATE (REQ'D SPACES) S LENGTH IS EQUAL TO OR GREATER THAN HALF THE RAFT/ER WED DEPTH RNWT NWT DOLTS MAY DE BFCD. \ BFCD FIELD INSTALLED IN PF EITHER DIRECTION DOLTS MAY DE FIELD INSTALLED IN EITHER DIRECTION CONNECTION B & P w Side Shown, High Side Sin BOLT AT FLANGE DETAIL Flange Shown, Bottom Flange Sim Flange Brace Material Schedule Part Mark Material F84— L 2" x 2" x 14 Ga. FB5_ L 2" x 2" x 14 Ga. FBS_ L 2" x'2" x all F67_ L21" x2j"x11" Gusset Plate At Rafter Outer Flange shown) G ED(S D (DOLT DIAMETER) �HD (HOLE DIAMETER) PF TT — PF PF TB PF EED(E) S YT S T Splice Bolt Spacing See BSMAX BSMIN and BSMAX 0 S YD — EED(E) or EEDK EED(E) or EEDK Gusset Plate (At Rafter Inner Flange shown) 4X CONNECTION DESIGNATION ( CODE 4X/4X SHOWN ) • a.Zu�L r3/.ulx.�j U U Ca b 0 o o h N Q � 1 N �' N Q Ci a e aLLw oc u E i 2w�w iii p�f~nK o�3a� 4 E A rye NYC 4 Zi$MJ� w r Wx=W � a in v �oww E O 'v ,— 0. w 00 y o W!r Cox a:m�¢ O Stale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Eng/neer. MWM Job Number. 17-8-71752-1 Sheet Number. E23 Of 24 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer anly.The undersigned engineer is lot the overall engineer of •ecord for this orolect. P.E. No. 67621 STATE OF M, FLASHING LAYOUT FRAMED OPENING FLASHING TABLE MARK QTY DESCRIPTION HEADER JAMB SILL LINER HEADER LINER JAMB LINER SILL A i 1S'-0 X 2'-4 F.O. F481-5EF2994-2 F848-2 N/A N/A N/A B 1 19'-0 X 10'-2 F.O. F481-5 N/A N/A N/A N/A C 1 12'-0 X 12'-0 F.O. F481-1 FSB1-1 N/A N/A N/A N/A 0 1 3'-4 X S'—B F.O. F401-2 N/A NA N/A N/A E 2 12'-0 X 12'-0 F.O. F2994-1 F481-1F N/A N/A N/A N/A 1 4'-4 X S'—II F.O. F401— F848-3 N A N A N A0 2 4-4 X 5'—II F.O. F481-3 N/A N/A N A N A H 4 II'-0 X 2'-4 F.O. F481-4 F482-3 F848-1 N/A N/A N/A 0C 'C N a a b 0 O O y N � n h w � N � N vi `c2a N a J O M a j E U U Z W W ® ❑ DoW a oa �Q: a o E N F Q O Z M O B=tiW y ' V W,QW O tn 00 III - 0 o Scale. NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer MWM Job Number. 17—B-71752-1 Sheet Number. E24 Of 24 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Yuanaona fBIIi) Lt. P.E. s No.67621 STATE OF FRAME 0bJan N75yO.faa3lm PACES-5 wool 2/15o NE]1]2A Ftt RRPORT IS.1C11Ois FOR G LOAD GROUP NpN�TES( . es t�cLgynn m.d Mp-ft TJIE:TL'iF.06 lI] X v�diP aaaUan. lR9AI�Rw vita RlLPE9 Loa mmbeM MMUK as LEa gaup, any. REAC" NOTATIONS 1Z Nt � H2 i� H3 HR iVR F COIOIIN wA u • c •-E '-F LOAD GROUP HL I VL I INL HR VR INR Hi VI Wt H2 V2 I12 H3 V3 LN3 OL Dt 1.5 1 0.0 -at 1.5 0.0 0.0 23 0.0 0.0 21 QU mo 20 0.0 COLL at 0.0 0.0 -at U.0 all O.o 1.5 DO ao 1.4 0.0 0.0 1.2 a PM 0.2 at MO -0.2 0.3 0.11 -MO 3.2 0.0 -0.0 -as ao -0.0 0.1 0.tl PLL2 -0.1 -0.4 0.0 0.1 -0.1 0.0 0.0 3.3 0.0 U.0 3.5 0.0 Ma -0.5 0.11 PU3 0.0 0.0 DO -0.0 0.0 0.0 -0.0 -0.2 UI -0.0 25 DO -0.0 25 0.0 PLL4 -0.0 -0.0 0.D 0.0 -0.0 0.0 0.0 0.1 0.0 0.0 -0.4 0.0 0.0 2s 0.0 PLL5 111 0.0 ao -0.0 0.0 mo 0.0 -0.0 0.g 0.0 0.1 0.0 0.0 -0.3 0.0 PUS -0.1 -0.1 0.0 0.1 -O.4 MO -0.0 0.1 0.0 -0.0 -0.1 0.0 -0.0 D.1 0.0 PLL7 0.2 0.3. 0.0 -D.2 at 0.0 0.0 -0.3 0.0 U.0 at 0.O 0.0 -ml III LL 1 0.3 29 MO -0.3 29 0.0 0.D 6.1 0.0 0.0 S2 0.0 0.0 47 0.0 MO I as 117 0.0 -0.S 116 0.0 MO 21.2 0.0 0.0 19.3 0.0 0.0 17.5 0.0 ML 0.4 all ao -0.4 15.5 DO 0.0 10.0 mo 110 SO 0.0 111 9.4 0.0 �- SHOW DO 0.0 0.0 0.0 ao DO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 111 0.0 WLl I -/5.5 -25.] D.0 -17.5 11.9 DO O2 -0.0 ao 0.2 -23.s 0.0 at -as O.0 WLZ -19.1 -no 0.0 -154 113 0.0 02 4.5 0.0 0.2 -IDS O.0 0.1 -4.5 0.0 LWLt A2 -f0A 0.0 -S2' -D2 0.0 DO -20J -17J 0.0 -165 -15.0 0.0 -10.5 -/S3 LN12 a2 -0.2 OA -4.2 -10.4 0.0 -0.0 -6.3 -17A -0.0 -11.0 -16.2 -0.0 -DTI -153 LNLI 20 -S.B 0.0 -1.0 -4.5 DO a.0 -15.4 1].7 DU -13.2 15.2 O.0 -S.S /5.3 LWL4 1.0 -4.5 DU -ID -10 0.0 -6.0 -AI 17.7 -mo -SS 15.2 -0.g -10 15.3 W13 13.4 10.5 QO 10.0 -M21 9..9 -0.2 -31.7 1 WU 1 -0.2 -Sa D.0 -0.1 1 -IT0177TCE 1n.11 GROUP OL DFSNIPROM Roof Gad Load COL Roof Collolaol Lad PLLt Patton Uns Lad [Puba3 PLL2 P.Han, LNe Lad [PLL ] P11.3 Patton Una Lad [PUUa] PLL4 Patton Um Lad [Pan 3 PUS Patten, Um Lad [P 3 FUJI P.H. live Lad [PU.m] PLL7 Patiam Live lad [PLLn] LL Roof Live Lad MO M.umhe Dad Lad ML Meaalhe Live Lad SNOW Rant Snow Lad WLt Woad from Left to Right with +041 WA2 Wind hwn Left In Right with -GCpI LKI Wiadwmd Como Wft with +WC l LWL2 VMdwonl Canna Right with +GCpI LVA3 Wlndvad Cana Uft with -GCpt LWL4 Windwad Carr Right with -GCpl Wi3 WMd ham flight to Lolt with +GcpI FRAME 0 /2 USEit aneI50./23./ll= 2M/150 JOB NAYE]i]5IAay DHLEhmnaslf�PAGE-5-0 ra ES-0 SUPPORT REACTIONS FOR EACH LOAD CROUP gO NIE£(1 All�raa Uun. w 4i Mps and Mp-ft TWE21:i6:OS 2 Priam, rind lad rv} n at onoma�L 3 X-1wodnq rmc0me LxD%ILW mid RDUIwo as combNed WNLWL and LEO anon.. only. REACTION NOTATONS i-N4 iM MS iron H9 Al I Al 1 FIT, MAD mel p WAL'NOM TAW E GRIWINER . - 1 FIVAIE p .4 ISX7n/l3LOG3 =./ISO JOD �L717752A, 0 9 PAGE5-5 SUAPCRT PEAmolam. FCR EALI LOAD CHOIR NO7n MdYlac / NOTES((1 AM taxlbn. am h Rp. and not 11YE21:i6:D6 E3 X-bracing g loud . RI on, not cenarm,lt 3 %-erahq motion. RDPDLw and ROOPEMI an comehad wdhLWL and LEO grape Doty. REACTION NOTATIONS z 11LA Try lu iw H1 Iv H2 /Qp i H3 HL - r n.n ran ocA,mml ramc a 1 IZ i HR VR CODYN 'A I IL I '-C '-E •-F LOAD CROUP HL I VL I LNL I HR I VR I LNR I Hi I VI I LN1 I H2 I V2 I LN2 H3 V, LN3 NL4 IC3 1 14.2 1 0.0 1 20.2 1 -24.4 1 0.0 1 -0.2 1 -25.4 1 0.0 1 -0.2 IDAU ORdIP IIFRblmhYl WIA Wind halo Right to Laft with -GCpt ADWTM l .bR4 ( 1 ) Patton IIm or snow load ca..a am not conanvnt with any othar Ilan or snow lad aose.. anon 1SUME 6O7a/24417 20./15o KO A#2 USERNNNLYE]IM7d52atay OF{Ehmns3faro PAGE2-3 BRPOIT REACTIONS f11R EALIDAD GAWP wana1: trldDla 2 2 iOhS((1)) All no, wine am l LWn and eat IDft:21:2D?2 (3 Pnnay q loa rnma am at cm L lJ %-trahg macllon. (AffiULW and RDUPED ma ambh.d WNLWL ono LEO aaa. only. ;.rrn/.iL .. ii"a.,.�p,oi:,I"•i/ii'."';i ..�lyt iVI iW2 HR iyR •-A I r-r I F-LO I F-L I COUSIN '-A IL '-F LOAD GROUP III. VL LNL HR VR lNR Ht VI LNt H2 V2 IN2 OL f.t 17 0.0 -1.1 17 0.0 DO 43 0.0 0.0 4.3 CIO COIL 1.5 4.2 6.0 -1.5 4.2 0.0 me al 0.0 -0.0 It 0.0 Put 21 16A 0.0 -21 1.4 0.0 0.O 16.4 0.0 0.0 -17 0.0 PU2 -U.1 -D1 0.0 0.1 -0.1 0.0 -0.0 1S 0.0 0.0 1S 0.0 PLL3 21 1.4 0.0 -21 10.5 0.0 -0.0 -0.7 0.0 -0.0 10.4 0.0 LL 4.1 11.0 O.0 -4.1 11.0 0.0 DO K2 0.0 -0.0 14.2 0.0 MO 0.3 9.3 0.0 -0.3 7.7 0.0 0.0 0.0 0.0 0.0 -0.1 0.0 ML 0.2 SD D.D -0.2 10.3 0.0 -0.0 -0.1 0.0 -0.0 0.1 0.0 Show au 0.0 0.0 DU 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WLi -20.4 -40.1 0.0 -1.5 -21I 0.0 0.0 -424 0.0 DG -2].4 U.0 WL2 -19.7 -21S 0.0 1 -25 -%5 DO 0.0 -2ts 0.0 0.0 -9.0 0.0 LWL1 -i.s -37.7 0.0 10 -zz3 UA -0.0 -51.2 0.0 -0.0 -ffiA U.0 LWL2 -3.0 -27.3 0.2 1.9 -&..7 0.0 U.0 -15.0 O.0 0.0 -51.2 0.0 LWt3 -1.2 -2f.2 0.tl 23 -10.0 0.0 -0.0 -327 0.0 -0.0 1.S 0.0 CV -23 -10.0 1 au 1 1.2 -212 mu I 0.0 1.5 0.0 O.0 -327 OA W13 1.0 1 -2a1 1 0.0 1 ZDA -40.1 0.0 I -0.0 -21.4 D.0 -0.0 -624 0.0 WL4 25 I -S.5 1 0.0 1 19.7 1 -215 1 -0.0 1 -no 1 0.0 WAD dWt1i DL 11EffiA9' 11(fl Roof Good Load COLL Roof Callatwal Load PLLi Pathan Live lad [PU.m] PLL2 Patlwn Uve Load [PLLm] PU3 P.ltan, Lhro Land [PLLAx] LL Roof Liva Loud MO Maaamine Dad Land ML Meamlr Um Lad SNOW Roof Snow Load WL1 Wad fro n Uft to Right with +GCpl W12 Wind lion, Uft to Right with -041 LWLI Wlndwad Comer Uft with +GCpl LWL2 VMdwod Coma Right with +GCpl LWt3 WSndvad Comer LoI! with -GOP[ LWL4 Windwad Grnr Right with -GCpl WL3 Wind horn Right to Uft with +GCpl WL4 Wind fm n Right to Loft with -GCpl ADdn[Wu MORES, ( 1 ) Pattern Pre or mow lad a. am not mmmmant with any other 11ve or mow fad ca.a.. iAAYE to R6 USER NAME:MMdmar DAME: 0/15M PA -5-7 m4 /50./25./Ilw =/t5M JOB N '7175AA iREeama_vhn PJPiORT REACTIONS FOR FAOI L9AD gNUP i M�LS((((1 Aa�ra.c= as MI kip. and Mp-IL nIE21:16:m (J %Ol�adna mawind KM. (RWIRWnnmd A011P Las caMhod W lnft and LED group. col, REACTION NOTAIONS HS V4 VS VS 6D InAD CROUP DFA" M TARIF GRIDUNFS .. 1 COWMN •-0 •-+1lao •-J LOAD GROUP H4 V4 LN4 H5 V5 S VS IN5 OL 0.0 20 0.0 0.0 21.D0.0 1.2 0.0 0.0 1A.0 1.5 0.PLO -0.O -at 0.0 -0.0 0.10.0 -0.4 DU P112 0.0 0.1 0.0 0.D -0.10.0 0.1 0.0 PLL3 -OU -0.3 0.0 -0.0 0.10.0 -0.0 U.0 PLL4 -0.0 2S ao -mo -0.40.0 at 0.0 PLLS DU 25 0.0 OU 25MU -0.2 0.tl PUS -Mo -O.S 0.0 -Mo 3.5D.D 3.3 0.0 PLL7 Go at 0.0 Mo -0.5DD 3.2 MO LL MO 47 00 OO 520.0 11 0.0 MO 0..0 17.7 0.0 0.0 IS.4O.0 21J 0.0 ML 1U 9.5 0.0 MD 15,2JI&2.0 DOau Hal DA SNOW 0.0 0.0 0.0 111 0.0D D.0 D.D WLi 0.2 -10.3 0.0 0.2 -0.S9 -34.1 O.0 Nt2 0.2 -Ss 0.0 02 0.S -2D0 O.0 LNL1 LL0 -D2 -153 0.0 -11.0 I -6.3 -17J L%L2 -0.0 -10.6 -iS3 -O.0 -1&$ 0 -20.0 -/7A LWl3 D.n -aD iS3 U.0 -SSU -40 17.7LWL4 -0.0 -5.5 1S3 -0.0 -1520 -1" /7JYM13 -U.2 -6.5 O.0 -U.2 -24.U.6 1.5 U.0 tnb mmw. OL nP4®Ilml Raf Dad Lad COIL. Roof CWiotaal Load PLL1 PatUna Lim Wad [Pt1=3 PLL2 Patton, Live Lad [PUAs3 PU3 Patton, Um Wad [PL ] PLL4 : Potlam Mine IAwd (PfJu] PLL5 Patton LWa Lad [PLLv] PILS Paltem Uve Wad [PU.v] PLL7 Pallon LW* Wad [PILm] LL Rant Um Lad MD Maumin. Oatl Load ML M.h. Uve Lad SNOW Roof Snaw Lad WLi : Wind ham Loft to Right with +Glyl N12 : Wind ham Loft to Right Win -GCPI MI Wtodwand Comer Loft with +GCpf LW J! Windward Caner Right with +GCpl LVA3 Wlndwad Como Loft with -GCpl LWL4 Wrdwad Caner Right with -GCpl III Wind hwn Right to Loft with +GCPI 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL OE SUPERSEDED AND VOIDED DY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a)A REACTION TABLE IS PROVIDED MTH THE REACTIONS FOR EACH LOAD GROUP. b)RIGID FRAMES (I)GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT S1DE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (a)INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE c) ENDWALLS (I) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE M BE DETERMINED BY THE FOUNDATION ENGINEER. 6)ANCHOR RODS ARE ASTM F1554 Dr. 35 MATERIAL UNLESS NOTED OTHERWSE ON THE ANCHOR ROD LAYOUT DRAWING. f) X-DRACING (1)ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UDC BASED BUILDING CODES, WHEN X-DRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (ROUPEO AND RODWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, flu (3)FOR CANADA BUILDING CODE (NBC), WHEN X-DRACING IS PRESENT IN THE SIDEWALL OR ENDWALL. INDIVIDUAL LONGITUDINAL SEISMIC LOADS (ROUPEO It RODWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO ILF.Sc(0.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN, THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN FFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WINO SPEEDS SUCH AS 2012 ISO, 2015 IBC, OR FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. b) FOR IBC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A STRENGTH LEVEL AND 00 NOT CONTAIN THE RHO FACTOR. c)FOR NOCC CODES, THE SEISMIC REACTIONS PROVIDED 00 NOT 'MAXIMUM' LOAD COMBINATION AD REACTIONS PROVIDED MAY DE DETERMINE THE APPLICABLE N PROCEDURES AND ALLOW FOR .' ,:I/i a v Field Service Procedures Authorization For Corrective Work Unloading, Handling And Storage Roof And Wall Panels Roof And Wall Panel Damage During Construction In Order To Give You Prompt Services And Kee Problems To A Minimum, P P Normal Erection Operations Include The Correction Of Minor Misfits 8 Amounts Of OP Y STRUCTURAL: Manufacturers Roof And Wall Panels Include Color Coated, Galvalume, And The Quality Of in Steel Practices And Handling Methods ', m Please Handle Any Shortages Or Back Charges In The Following Manner. Reaming, Chipping, Welding Or Cutting And The Drawing Of Elements Into Line A Great Amount Of Time And Trouble Can Be Saved If The Building Parts Are Galvanized, Provide Excellent Service Under Widely Varied Conditions. All Unloading a Construction Metal Building Used During The Construction Of The Metal Building Can Significantly Affect The 1. Carefully Check Your Packing List While Unloading. Through The Use Of Drift Pins. Errors That Cannot Be Corrected By The Foregoing Unloaded At The Building Site According To A Pre —Arranged Plan. Proper Location And Erection Personnel Should Fully Understand That These Panels Are Quality Appearance And Performance Of The Building Panels. Panel Damage During 2 Mark Any Items Which Appear To Be Missing And Notify The Field Means Or Which Require Major Changes In The Member Configuration Should Be And Handling Of Components Will Eliminate Unnecessary Handling. Merchandise, Which Merits Cautious Care And Handling. Construction Can Be The Result Of Faulty Installation Methods And/or Service Department At The Number Shown In The Title Block As Soon Reported Immediately To The Owner And The Fabricator By The Erector, To Enable Carelessness. As Possible. Calling Someone Else Could Delay The Proper Response. Whoever is Responsible Either To Correct The Error Or Approve The Most Efficient NOSEL UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY And Economical Method Of Correction To Be Used By Others. (AISC 303-10. Piece Marks Are Stenciled On The Primary Structural Members At The Lower End, Packages Of Sheets Should Be Lifted Off The Truck With Extreme Care Taken To Overdriven Fasteners Cause Indentations Or Shallow Pockets In The Panel Around INITIAL CLAIM: Section 7.14). If The Error Is The Fault Of The Manufacturer An 'Authorization For 1—O" From The End. Inspect All Shipments Prior To Releasing The Tie —downs For Ensure That No Damage Occurs To Ends Of The Sheets Or to Side Ribs. The The Fastener Head. Rain Water Or Condensation Moisture Combined With In The Event Of An Error, The Customer Must Promptly Make A Written Or Verbal Corrective Work" Must Be Issued In Writing By The Manufacturer To Authorue The Loads That May Hove Shifted During Transit. Packages Should Be Stored Off The Ground Sufficiently High To Allow Air Atmospheric Pollutants (principally Sulfur Dioxides) And Dirt Particles Collect In 'Initial Claim" to The Manufacturer For The Correction Of Design, Drafting, Bill Of Corrective Work At A Cost Not To Exceed The Maximum Total Cost Set Forth. Circulation Underneath The Packages. This Avoids Ground Moisture And Deters These Pockets. The Combination Of Pollutants And Water Creates Acid Solutions Materials Or Fabrication Error. The Initial Claim' Includes Alterative Corrective Work Other Than That Proposed In The 'Initial Claim' May 8e Directed By The Manufacturer in The "Authorization Of Corrective Work". Only y REMEMBER SAFETY FIRST: Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From People From Walking On The Packages. One End Of The Package Should Be Elevated To Encourage Drainage In Case Of Rain. The Manufacturer Exercises That Will Cause Corrosion Damage To The Panel And Fastener. Rain May Wash Some Pollutants Away, But Moisture In Form Of High Humidity Can Keep These A 1. Description Of The Nature And Extent Of The Errors, Including Quantities. The Field Service Departmentnufact May Authorize Corrective Work. y Damage During The Unloading Process. it Also Facilitates The Placing Of Slings Caution During Fabrication An Shipping Operations To Ensure That All Panel Stock Areas Wet And Continue The Problem. Overdriving The Fastener Also Forces The Q. 2 Description Of The Nature And Extent Of Proposed Corrective Work, And Cables Around Members for Later Lifting And Allows Members To Be Bolted is Kept Dry. However Due To Climatic Conditions, Water Formed By Condensation Sealing Washer From Under The Head Creating A Leak At This Point Proper IncludingEstimated Man —Hours. FINAL CLAIM: Together Into Sub —assemblies While On The Ground. Extra Care Should Always Be Of Humid Air Become Trapped Between Sheets. Water Can Also Be Trapped Torque Adjustment Of The Screw Gun Or Preferably The Use Of A Depth Gouge m m 3. Materials To a Purchased From Other Than the Manufacturer, including Estimated Quantities and Cost. The 'Final Claim' in Writing Must Be Forwarded B The Customer To The 9 Y Exercised in The Unloading Operation To Prevent Injuries From Handling Steel And To Prevent Damage To Materials And The Concrete Slab. If Water Is Allowed To Between The Stacked Sheets When Exposed u Rain. This May Discoloration Caused By Trapped Moisture. The Stain Is Usually Superficial And Has Little Effect Will Eliminate The Problem Of Overdriven Fasteners. o 4. Maximum Total Cost Proposed Corrective Work And Materials To Be Manufacturer Within (10) Days Of The Completion Of The Corrective Work Authorized By The Manufacturer. Remain For Extended Periods In Bundles Of Primed Parts Such As Girts, Purlins, On The Appearance Or Service, Life Of The Panels As Lon As It Not Permitted PP g It Extremely important That All Shavings From The Installation Of Panel Purchased From Other Than The Manufacturer. r Etc., The Pigment Will fade And The Paint Will Gradually Soften Reducing Its Bond To Remain On The Panel. However, Moisture In Contact With The Surface Of The st w Fasteners And Fillings from The Saw Cutting Of Panels Be Removed From The 'FINAL To The Steel. Therefore, Upon Receipt Of A Job, All Bundles Of Primed Parts panel Over An Extended Period Can Severely Attack The Finish And Reduce The Panel Surface. Corrosion Can Occur in A Matter Of Hours When These Shavings Or SHORT MATERIALS: Immediate) Upon Delivery Of Materials, Quantities Are To Be Verified P ry THE CLAIM" MUST INCLUDE: 1. Actual Number Of Man —Hours By Dated Of Direct Labor Use On Corrective Should Be Stored At An Angle To Allow Any Trapped Water To Drain Away And Permit Air Circulation For Drying. Puddles Of Water Should Not Be Allowed To Effective Service Life. See Rl-07 Titled "Damage From Condensation Or Trapped Water. Fillings Are Not Removed And Are In Contact With Water Or Condensed Moisture. Wheny Panels Are Pre—DnTleh Cut In The Stack Prior Erection Al Shavings By The Customer Against Quantities That Are Billed On The Shipping Documents Work And Actual Hourly Rate Of Pa Y Y• 2 Taxes And Insurance On Total Actual Direct Labor. Collect And Remain On Columns Or Rafters For Same Reason. Si a Must Be Cleaned from Both Sides Of The Panel To Prevent Corrosion Of The Must Neither The Manufacturer Nor The Carrier Is Responsible For Material Shortages Against The Quantities Billed On The Shipping Documents If Such Shortages Are 3. Other Direct Costs On Actual Direct Labor. The Coat Of Shop Primer Is Intended To Protect The Steel Framing Only For A CAUTION: Care Should Always Be Taken When Walking On Panels. Use Safety Lines And Net Panel By These Particles. It Is Imperative That The Roof Be Swept Clean At Least Daily And Certainly At Job Completion. The FInai Cleaning Of The Roof Should Be Not Noted On The Shipping Documents When The Material Is Delivered And PP 9 4. Cost Of Materials (Not Minor Supplies) Authorized By The Manufacturer To Short Period Of Exposure To Ordinary Atmospheric Conditions. The Coat Of Shop When Necessary.Panels Are Slippery, Wipe D An Moisture Or Surface Material PP ry' P Dryy Done Prior To Installing The Gutter So That The Shavings Are Not Deposited into D 9 P Acknowledged By The Carriers Agent. If The Carrier Is The Manufacturer, Claims Be Purchased From Other Than The Manufacturer, Including Co g pies Of Paid Primer Does Not Provide The Uniformity Of Appearance, Or The Durability And That Has Puddle From Bundles Stored On A Slope. Dew, frost, Or Other Forms Of The Gutter And Lett To Corrode. Any Other Foreign Objects Or Debris left By m For Shortages Are To Be Made B The Customer To The Common Carrier. If The g Y Invoices. Corrosion Resistance Of A Field Applied Finish Coot Of Paint over Shop Primer. Moisture Great) Increase The Slipperiness Of The Panels. Aiwa Assume Panel Y PP Y; Construction Personnel Should Also Be Removed From The Roof During The o Material quantities Received Are Correct According To The Quantities Billed On S. Total Actual Direst Cost Of Corrective Work (Sum Of i, 2, 3, And 4). The Surface Is Slippery And Act Accordingly. Never Walk Of Step On Skylights Or Erection Of The Roof And The installation Of Such Equipment As Air Condition The Shipping Documents, But Are Less Than The Quantities Ordered Or The 'Final Claims Are Credited To The Customer By The Manufacturer In The Translucent Panels. Units, Etc.. o Quantities That Are Necessary To Complete The Metal Building According To The Amount Not To Exceed The Lesser Of The Maximum Total Cost Set Forth Order Documents, Claim is To Be Made To The Manufacturer. In The "Authorization For Corrective Work' Or The Total Direct Cost Of Use Wood Blocking To Elevate And Slope The Panels In A Manner That Allows Personnel Walking On The Panel Can Cause Damage. Workmen Should Step Or Corrective Work. Moisture To Drain. Wood Blocking Placed Between Bundles Will Provide Additional Walk In The Broad Flat Areas Of The Panel And Avoid Stepping On The Panel .m DAMAGED OR DEFECTIVE MATERIAL, Air Circulation. When Handling Or Uncrating The Panels, Lift Rather Than Slide Ends And Edges Which Can Be Bent By Careless Handling. If This Damage Is at Damaged Or Defective Material, Regardless Of The Degree Of Damage, Must be •+ IMPORTANT NOTE Them Apart Burred Edges May Scratch The Coated Surfaces When Sheets Are Severe, The Edges Must Be Straighten Prior To Erection Since The Appearance Holed On The Shipping Documents By The Customer And Acknowledged By The Cost Of Equipment (Rental Or Depreciation), Small Tools, Supervision, Overhead Slid Over One Another. Never Allow Panels To Be Walked On While On The Ground. And/or Weather Tightness Of The Panel Could Be Affected. Dragging One Panel o ^� Carriers Agent The Manufacturer Is Not Responsible For Material Damaged In And Profit Are Not Subjected To Claims. Across Another Can Cut Or Abrade The Coating Causing Unsightly Marks On The Unloading Of Packages Or Nested Materials, Including, But Not Limited To: "C' 'Z" Panel Surface. Fasteners, Sheet Metal, And Sections And Covering Panels That Become SHIPMENT ARRIVAL TIME: Wet And/Or Damaged By Water While In The Possession Of Others. Packaged Or Every Effort Will Be Made To See That The Carrier Arrives At The Jobsite On The Attempts To Erect Panels During Windy Conditions Should Be Avoided To Prevent Nested Material That Become Wet in Transit Must Be Unpacked, Unstacked And Requested Hour. ManufacturerMakes No Warranty And Accepts No Responsibility Damage And Of Safety Considerations. Dried By The Customer. If The Cartier Is The Manufacturer, The Customer Must For Costs Associated With A Shipment Not Arriving At The Requested Time Unless:b A Separate Agreement Has Been Made In Writing For A Guaranteed Arrival Time. Leaving Dirt Piled Against The Exterior Wall Panels At The Foundation Will Cause o m Make Claim For Damaged Directly To The Manufacturer. If The Carrier Is A Drainage a Common Carrier, The Customer Must Make The Claim For Damage To The C;� Panel Damage. This Dirt May Be Wet Or At Least Contain Some Moisture. Mud Y Common Carrier. The Manufacturer is Not Liable For Any Claim Whatsoever May Have Splashed Onto The Wall During Construction. Corrosion Damage May E '' Including, But Not Limited To Labor Charges Of Consequential Damages Resulting Occur Where This Dirt Or Mud Contacts The Panel. In Areas Where time s aY ¢LL From Customer's Use Of Damaged Or Defective Materials That Can Be Detected Elevate Elevate Stabilization Of The Soil Is Required, Corrosion Damage From The Soil's Content cx C m X By Visual Inspection. Will Be Accelerated And Most Likely Be Severe. All Dirt Must Be Removed From The Panel Walls At The Time Of Completion Of Work. Pre —Painted Panels May o 2 m w ® ❑ me y EXCESSIVE MATERIAL Material Delivered In Excess Require Touch—up if The Coaling Has Been Damaged During Handling Or Erection. o a The Manufacturer Reserves The Right To Recover Any y Of Those Required By The Order Documents. The Appearance Of The Building May Be Affected If Damaged Spots Or Scratches O ° o 0 0 aL Are Located In Highly Visible Places Such As Around Doors, Windows, Etc.. If OIL CANNING IS NOT A CAUSE FOR REJECTION Damage Is Extensive Then Replacement Of The Entire Panel Should Be Considered. IZZ m o a Safety Commitment Types Of Finishes Damage From Condensation Or Trapped Water The Builder/Contractor Is Responsible For Applying And Observing All Pertinent Roof Maintenance Guidelines Roof Never Step On Light Transmitting Panels n SHOP PRIMED STEEL,It Is Extremely Important That The Panels Be Monitored For Evidence Or Trapped Safety Rules And OSHA Standards As Applicable. 1. Inspect Roof For Damage After Heavy Storms. (LTP'S) Or Unattended Roof Panels O Zo 3 "r o All Structural Members Of The Metal Building System Not Fabricated Of Corrosion Water Or Moisture Condensation While Awaiting Erection. High Humidity Conditions .. o Resistant Material Or Protected By A Corrosion Resistant Coating Are Painted With One Coat Of Shop Primer Meeting The Performance Requirements Of SSPC With Temperature Cycling Will Cause Condensation Between Panels Within The Bundle. Condensation Can Occur Frequently Near The Sea Coast Or Other Large The Building Manufacturer Has A Commitment To Manufacture Quality Building Components That Can Be Safely Erected. However The Safety Commitment And 2 Inspect And Reseal As Necessary All Roof Curbs And Other Penetrations With Urethane Sealant w � x = Paint Specification No.15. The Coat Of Shop Primer is Intended To Protect The Bodies Of Water. Job Site Practices Of The Erector Are Beyond The Control Of The Building / U w S o o y Steel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric Conditions. Shop Primed Steel Which Is Stored In The Field Pending Erection Should Be Kept Free Of The Ground And So Positioned As To Minimize Water if Jobsite Covers Are Used, They Should Be Tied Away From The Bundle At Comers To Allow Air Circulation Around The Bundle. This Will Help Prevent Manufacturer. it Is 3. Always Get Manufacturer Approval Before Making Any Modifications To The Roof. w w Panels May Collapse Z 9 m a E Secured Property o o .. If Not Propo +. o O ?: Holding Pockets, Dust, Mud And Other Contamination of The Primer Film. Repairs Moisture Evaporating From The Ground Or Building Floor from Condensing On The Strongly Recommended That Safe Working Conditions And Accident Prevention Practices Be The Top Priority Of Any Job Site. 4. Repaint Any Areas That Are Susceptible To Rust As Required. m y. zz Q 0 -'Of Damaged To Primed Surfaces And/Or Removal Of Foreign Material Due To Panels. Plastic Or other impermeable Covers Are Not Recommended. Immediate Improper Field Storage Or Site Conditions Are Not The Responsibility Of The Action Is Required If The Panels Are Found To Be Wet From Any Cause. The Local, State And Federal Safety And health Standards, Whether Standard Statuary 5. When Perfor ning Roof Maintenance, Always Take The Following Precautions: Scale: NOT TO SCALE Manufacturer. The Manufacture is Not Responsible For Deterioration Of The Shop Bundles Must Be Opened And Each Panel Un—Stacked And Thoroughly Dried On Or Customary, Should Always Be Followed To Help Ensure Worker Safety. a. Use Fall Protection And Other Safety Protection As Required. Drawn by. CWC 8/27/2O Coat Of Primer Or Corrosion That May Result From Exposure To Atmospheric And Both Sides. Re —Stacking The Panel At A Slight Angle To Each Other To Prevent b. Do Not Walk On Roof Flashing Such As Gutter, Rake, Hip Or Ridge Flash. Environmental Conditions, Nor The Compatibility Of The Primer To Any Field Nesting Will Allow Air Circulation And Assist In Keeping The Panel Dry. In Severe Make Sure All Employees Know The Safest And Most Productive Way Of Erecting A c. Do Not Walk On light Transmitting Panels (LTP's). They Will Not Support A Checked by. CC 8/27/20 Minor Coat Caused Conditions Large Fans Can Be Used To Circulate Air Between The Un—Stacked Building.Emergency Procedures Should Be Known To All Employees. Dail Meetings 9 Procedures Person's Weight. 9 Roof Panels Must Completely Attached To The And To Panels On Eicher Project fng/neer. BypH Handling, Loading, , Shipping,. Unloading And Erection Or 9 9 PP 9 9 99 Panels And Accelerate Drying. Damage To The panel Coating Occurs When Panels P 9 HighlightingSafer Y Are Also Recommended. The Use Of Hard Hats, d. Guard All And Roof Openings. a Light Side Before They Can Be A Safe Walking Surface. Light Transmitting Panels LTP s) Galvanizing Are Unavoidable. (MBMA 2012, Chapter IV 4.24). Become Wet And Are Allowed To stay wet damage Can Occur To Nested Panels Y 9 Rubber Sole Shoes For Roof Work, Proper Equipment For Handling Material And Pn9 e. Step Only In The Panel Flat Directly On Or In Close Proximity To A In T Translucent Panels Can Never Be Considered As A Walking Surface. Job Number. 17—B-71752-1 Within to 48 Hours This Damage Shows Corrosion And Discoloration Of The Safety Nets Where Applicable Are Recommended Supporting Roof Structural. GALVALUME: u Panel Surface And is Commonly Coiled Wet Storage. Stain, Zinc Oxidation, Or "White Partially Attached Or Unattached Panels Should Never Be Walked Ott R1 of 17 Sheet Number: Galvalume Is The Trade Name For A Patented Steel Sheet And Coll Product Rust". For The Purposes Of Determining Lift Requirements, No Bundle Supplied By The 6. After Other Trades Have Ben On The Roof For Any Reason, Inspect The Roof Do Not Having A Coating Of Corrosion Resistant Aluminum —Zinc Alloy. The Mixture Is Manufacturer Will Exceed 4,000 Pounds. For Further Information Also reference For Damage Caused By Workers Including Chemical Or Solvent Spills, Scratches In The engineer whose seal Balanced To Obtain The Coaling That Retains The Corrosion Resistance And Heat Tarp The Bill Of Materials For Individual Member Weights Of Structural Members. If Additional information is Required Contact The Field Service Department The Point Or Galvalume Coating, Excessive Foot Traffic And Punctures. Make Sure 1. Step On Rib At Edge Of Panel. appears hereon is an employee Reflectivity Of Aluminum. And Galvanic Protection of Zinc. The Best Properties Of That All Debris Or Scrap Left Behind By Workers Is Removed From The Roof for the manufacturer for the Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service ICE AND SNOW REMOVAL: Immediately. Avoid Using Cutoff Saws And Welding Equipment Over The Roof. The 2. Step Near Crease In Rib At Edge Of Panel. materials described herein. Said life For The Building. Excessive ice And Snow Removal Should Be Removed From The Roof Immediate) y Roof Must Adequately Protected cotton is limited to the products designed and Pre —Painted: To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To FOOT TRAFFIC: 3StWithin 5 Feet Of Ede On Unsecured Panel, . Step 9 manufactured. by manufacturer Using Galvalume Steel As A Substrate, Pre —Painted Steel Is Given An Additional remove The Ice Or Snow As This Can Damage The Paint And/Or Galvalume Keep Foot Traffic To A Minimum. Heavy Foot Traffic Can Cause Ponding On Low A Single Roof Panel Must Never Be Used Work Platform. OSHA Approved only The undersigned engineer is Rust Inhibitor Primer Coat This Primer Coat Further Increases The Corrosion Coatings, Also Be Careful Around Pipes And Flashing s. Pitched Roofs. This Is Particularly True Just Upslope From The Eave And At not the overall engineer of s. ( et Runway Should Be Used For Work Platforms. (Consult OSHA Safety And Health Resistance. These Coatings Are Applied To The Exterior Surface of The Panels Be Extremely Careful If Your Roof Has Light Transmitting Panels. These Panels W�1 Endlops. record for this project. Regulations For The Construction Industry), Safety Flreti And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side. Air Cirwlatlon Not Support A Person's Weight And Will Be Difficult Or Impossible To See If They Always Walk In The Flat Of The Panel Near A Supporting Roof Structural. Do Not Galvalume And Pre —Painted Steel Can Give Excellent Service For Many Years If A Are Covered With Ice Or Snow. See MBMA Low —Rise Building Systems Manual, Walk On Trim Or In Gutters. Few Rules Concerning Their Care And Maintenance Are Observed. All Of These Appendix AB For Details On Snow Removal Procedures. These Procedures Should On Bare Galvalume Roofs, Excessive Foot Traffic May Cause Black Burnish Marks. Finishes Are Equally Subject To Damage And Corrosion When Care Is Not Provided. A Softening Of The Paint Film Can Occur With Pre —Painted Steel Under Wet Commence When Half Of The Design Roof Snow Load Is Realized. If Regular Foot Traffic Is Planned For A Roof, Provisions Should Be Made For A Storage Conditions And The Durability Of The Panel Finish Substantially Decrease. Properly Designed And Installed Walkway System. In Order To Limit Access To The PAINT AND COATING MAINTENANCE: Bare Galvanized And Galvalume Panels React More Quickly To Surface Oxidation DEBRIS REMOVAL: Roof, Roof Hatches Or Access Ladders Should Be Locked At All Times. A Sign Remove Smudge Marks From Bare Golvalume: Since They Lack The Additional Protection Of Paint. Zinc Coated or Golvalume Any Foreign Debris Such As Sawdust,Dlrt, Leaves, Animal Droppings, Etc. Will Posted At The Access Site Stating That Only Authorized Personnel Are Allowed On Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub With A Clean Panels Under Norncl Exposure Forth A Zinc Aluminum Oxide Film On Their Cause Corrosion Of The Roof, Gutters, Trim, Etc. If Left On The Building Surface The Roof. In Addition A Log Book Should Be Kept of All Visits To The Roof And Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Surface Allowing A Slow Oxidation Process Called 'Weathering' To Occur That For A Long Enough Time. The Roof Should Be Periodically Inspected For Such The Reason For Such Visits. Smudge Marks. No Product Will Remove All Smudge Marks Inhibits Further Corrosion. in Nested Bundles Constant Contact Of The Panels With Conditions And If Found, They Should Be Rectified in A Manner Consistent With Remove Rust Stains Condensed Or Trapped Water Prevents This Weathering Process. These Roof Maintenance Guidelines. Never Allow Treated Lumber Or DISSIMILAR METALS: Soft Scrub Without Bleach Has Proven To be Somewhat Effective. Rub With A Concrete/Mortar/Grout To Come In Contact With Roof Panels, Especially Galvalume Never Allow Your Roof To Come In Contact With, Or Water Runoff From Any Soft Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of The Zinc or Zinc Aluminum Coating Can Now Occur And May For Extended Periods Of Time. Dissimilar Metal Including But Not limited To: Stain. No Product Will Completely Remove Rust Stains. Lead To "Red Rust' in A Short Time. If on Or Stains Are Minor A Copper, Lead Or Graphite, This Includes Copper And Arsenic Salts Used in Treated To Touch —Up Scratches In Paint (Not Bare Metal): Porcelain Household Cleaner Of The Type Used On Porcelain Sinks And Bathtubs May PERIODIC INSPECTION: Lumber, Calcium Used in Concrete, Mortar And Grout Clean Area To Be Painted With Mid Detergent Rinse Thoroughly And Dry. Used To Remove Stains. Wire Brushing Or Abrasive Materials Should be Avoided de All High —Strength Shall Be Periodically Be Inspected For Tightness. Particularly In Using A Small Artist's Brush, Lightly Apply A Minimal Amount Of Color Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant Crane Buildings And After Seismic Or Wind Activity. The Crane Manufacturer Will Matched Touch —Up Pain Required To FIII/Cover The Scratch. Contact The Damage Should Be Replaced By The Buyer Prior To Erection. Specify A Minimum Period But It Should Not Exceed Two Years. Building Manufacturer For Assistance With Ordering/Purchasing Touch —Up Paint As Needed. DRAINAGE: 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water Quickly Drain From The Roof. 2 Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This - Blocks The Flow Of Water And Hold Moisture. Fags 3. Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The Erection Guide Date R1 Rev Roof. 4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature JUI'17 07 Corrosion. Building Anchorage 1. To Determine That The Foundation is Square, Measure Diagonal Dimensions To Be Sure They Are Of Equal Length. 2. To Determine That The Foundation Is Level, Set Up A Transit Or Level And Use A Level Rod To Obtain The Elevation At All Columns. 3. Carefully Check The Location Of All Anchor Rods Against The Anchor Rod Setting Plan Furnished By The Manufacturer. All Dimensions Must Be Identical To Assure A Proper Start—up. Pre -Erection Notes The Following Notes, Procedures And Suggested Recommendations Are Important Parts Of The Pre —Erection Process. 1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check The Job Site For Foundation Readiness, Square, And Accuracy And Anchor Rod Size And Location. The Drawing Shown Below Indicates A Method Which May Be Used To Check The Foundation And Bolts For Square. 24' 127 6' M ro �o h� Anchor Rods agonals Should e Equal Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If The Diagonal Distance Between These Paints Is As Noted, The Comer is Square. Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts Are Set Square. Erection Guide It Is Extremely Important That Anchor Rods Are Placed Accurately And In Accordance With The Anchor Rod Setting Plan. All Anchor Rods Should Be Held In Place With A Template Or Similar Means, So That They Will Remain Plumb And in Correct Location During The Placement Of The Concrete. A Final Check Should Be Made After Completion Of The Concrete Work And Prior To The Steel Installation. This Will Allow Necessary Corrections To Be Made Before Costly Installation Labor And Equipment Arrives. Template Form Board Anchor Rods Sheeting Notch Steel Line (See Anchor Rod Plan) B E_ , Sheeting Notch Shown But May Not Be Required • • �: (See Anchor Rod Plan) Projection Of Anchor Rods (D) Given On Anchor Rod Plan Sheeting Notch (See Anchor Rod Plan) Form Board Steel Line Template Dimensions A, B, And C Given On Anchor Rod Plan AISC Code Of Standard Practice For Steel Building And Bridges Tolerances For Setting Anchor Rods Anchor Rod Diameter. Inches (mm) *Horizontal Variation. Inches (mm) r and r (19 And 22 mm) • (6 mm) T', 11•, Ir (25, 31, 38 mm) (10 mm) tf' 2° 2r (44 50, 63 mm) r (13 mm) Specified Column Centeriine Steel Line A I I 0 b ANCHOR ROD SETTING TOLERANCES R2 » Horizontal Variations Vary Depending On Anchor Rod Diameter. See Above Erection Tolerances ERECTION BRACING: It Is The Responsibility Of The Erector To Determine, Furnish And Install All Temporary Supports Such As Temporary Guys, Beams, Falsework, Cribbing, Or Other Elements Required For The Erection Operation (In Accordance With Section 7.10.3 Of ANSI/AISC 303, Code Of Standard Practice For Steel Building And Bridges). COLUMN ALIGNMENT TOLERANCES T leg range Height Tolerance (d:) H/500 10' 12' is' r 20' �• 25' 30' 45' 1• 60' T lran e Sidewall 500� 500� 500� I I I 15 t5 Soo SaoL I 500E i I Sidewall Sidewall » General Erection Notes 1.) All Structural Framing Members, Pudins, Girls, Clips, Flange Braces, Bolts, Bracing Systems, Roof And Wall Panels, Etc. Must Be Installed As Shown On Erection Drawings. 2.) It Is Extremely Important, Especlolly During Construction, That Panels At The Eaves, Rakes And Ridges Be Kept Secure. Panel Cautions And Notes To Minimize Potential Of Corrosive Action At The Bottom Edge Of Wail Panels, The Contractor Must Assure That The Following Procedures Are Followed: 1.) The Concrete Foundation Should Be Cured For A Minimum Of Seven (7) Days Before Wall Panels Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Panels Can Undergo Varying Degrees Of Corrosive Attack When In Direct Contact Win The Concrete.) After The First Week Of The Curing Cycle, The Reaction Between Metallic Coatings On Steel And The Concrete Is Essentially Halted. 2) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel. 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. Wall Panel Clean Dirt From Around Panel Base Panel Notch (Shown) Foundation Or Base Trim r s e Slope Finished Grade I e Away From Building Fastener Installation Correct Fastener Installation Is One Of The Mast Critical Steps When Installing Roof/Wall Panels. Drive The Fastener In Until It Is Tight And The Washer Is Firmly Seated. Do Not Overdrive Fasteners. A Slight Extrusion Of Neoprene Around The Washer Is A Good Wsual tightness Check. Always Use The Proper Tool To Install Fastener&' A Fastener Driver (Screw Gun) With A RPM Of 1700-2000 Should Be Used For Self —Drilling Screws. A 500-6DO RPM Fastener Driver Should Be Used Far Self —Tapping Screws Discard Wom Sockets, These Can Cause The Fastener To Wobble During Installation. Note: Always Remove Metal clings From Surface Of Panels At The End Of Each Work Period. Rusting Filings Can Destroy The Paint Finish And Vold Any Warranty. t t t Correct Compression Too Tight Compression Too Loose Compression Of Sealing Washer Of Sealing Washer Of Sealing Washer TaDe And Tube Sealant Proper Tape And Tube Sealant Application Is Critical To The Weather Tightness Of A Building. Tape Sealant Should Not Be Stretched When Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On The Roof That Can Be Installed In A Day. During Warm Weather, Store Sealants In A Cool Dry Place. During Cold Weather (below 60') Sealants Must Be Kept Won (60'-90') Until Application. After Tape Sealant Has Been Applied, Keep Protective Paper In Place Until Panel Is Ready To Be Installed. Important Note All Details, Recommendations And Suggestions Contained In This Erection Guide Of This Drawings Set Are For General Guidelines Only, And Not Meant To Be All—inclusive. Industry Accepted Installation Practices With Regard To All Areas Not Specifically Discussed In This Section Should Be Followed. Only Experienced, Knowledgeable Installers Familiar With Accepted Practices Should Be Used To Assure A Quality Project. It is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal Building Components And Is Not Engaged In The Installation Of Its Products. Opinions Expressed By The Manufacturer About Installation Practices Noted In The Erection Guide Are Intended To Represent Only A Guide. Both The Quality And Safety Of Installation And The Ultimate Customer Satisfaction With The Completed Building Are Determined By The Experience, Expertise, And Skills Of The Installation Crews, As Well As The Equipment Available For Handling The Materials. Actual Installation Operations, Techniques And Site Conditions Are Beyond The Manufacturers Control. a U ca .2 Ob o� O h N amp 1`� e C Is; o y 2 b N c iso So E m N J M A < ¢ m ct !!I ®❑ `J oonK lb CL 8� a m o v B `VO z nm El El U WpUw b oo Scale. NOT TC SCALE CC Job Number 17-8-71752-1 Sheet Number. R2 of 17 1 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer oniy.The undersigned engineer is not the overall engineer of record for this project. PBR Roof Panels Note; Roof Panel For PBR Roofs With Ridge Panels, It Is Recommended That Both Sides Of The Additional Insulation Ridge Be Sheeted Simultaneously. This Will Keep The Insulation Covered For The May Be Required To Fill Maximum Amount Of Time And The Panel Ribs Can Be Kept In Proper Alignment The Eave Strut And For The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Caps Prevent Condensation Can Be Properly Installed. Check For Proper Coverage As The Sheeting Progresses. In Certain Climate Regions � Insulation Double Faced Tape (Not By Metal Building To Be Used To Secure Manufacturer) Insulation. Nate;_ (Not By Metal Building Trim Insulation And Turn Ynyl Manufacturer) Back. Insulation Must Not Be Exposed To Weather Wall Panel Insulation Fiberglass insulation "`�,� (Not By Metal Building To OUTSIDE Of Building Manufacturer) Vapor Barrier To INSIDE Of Building Eave Detail (See Erection Drawings) Insulation Insulation Ineis Wall Panel (Not By Metal Building Manufacturer) Install The First Run Of Roof Panels Across The Building From Eave To Eave Or Eave To Ridge. To Allow Proper Installation Of The Rake Trim, The Starting Location For The First Panel Must Be As Shawn In The Rake Details Included With The Erection Drawings. When The First Run Is Properly Located And Aligned With The Correct Endlops And Eave Overhangs, Fasten To Purlin. Roof Panels Should Be Installed So That The Sidelap Is In A Direction Away From Prevailing Wind. Refer To Appropriate Lap Details Included With The Erection Drawings. Install Remaining Roof Insulation And Panels To Avoid Accumulative Error Due To Panel Coverage Gain Or Loss, Properly Align Each Panel Before It Is Fastened. Occasional Checks Should Be Made To Ensure That Correct Panel Coverage Is Maintained. Special Attention Should Be Given To Fastener, Sealant and Closure Requirements Refer To Details Included With The Erection Drawings. At Finishing End Of Roof, The Last panels May Require Field Modification For Installation Of Rake Trim. Refer To Rake Details Included With The Erection Drawings. DO NOT BACK LAP THROUGH FASTENED ROOF PANELS. NQ[EL Roof Types And Installation Requirements Will Vary. Refer To The Appropriate Details For Specific Panel Used. IMPORTANT: Loose Fasteners, Blind Rivets, Drill shavings, Etc.. Must Be Removed From The Roof To Guard Against Corrosion. Wall Panels Proper Horizontal And Vertical Alignment Of Supporting Structure (Girts Or Other Framing) Is The Responsibility Of The Installer. Failure To Align The Secondary members Properly Prior To Wall Installation Can Have A Direct Impact On The Final Appearance And Performance Of The Installed Wall System For Which The Metal Building Manufacturer Is Not Responslbls Before Installing Wall Panels, The Girts Must Be Aligned To A Level Position So That There Is No Visible Sag. This Should Be Done Directly Ahead Of Panel Installation. Girt Leveling May Be Accomplished By Standing A Section Of Gable Angle Vertically Against The Outside Girt Flanges At Approximate Mid -bay Location. _When Girls Are Level, Attach TheGirtFlanges To The Angle With Vise Grip Pliers Or Temporary Screws Wood- Blocking Cut To Fit The Spaces May Also Be Used For Alignment. - Temporary Girt Blocking Is Not Recommended On Concealed Fastener Panels The Removal Of The Blocks After Panel Installation Can Cause Oil Canning. r Frame Girt Wood Blocking "ate: Wall Panel Type And Installation Details Will Vary. Refer To The Erection Drawings And Details For The Specific Panel Used For Your Building. Sidewall Insulation Must Meet Endwoll Insulation To Seal Comer Contact Tape Insulation Base Angle/Trim Wall Panel Contact Tape If Walls Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Base And Eave, Place A Continuous Run Of Contact Tape Along The Eave Strut And Base Member. Nate; At The Base, Cut Off The Insulation A Minimum Of r Above The Bottom Of The Wall Panel. This Will Prevent The Insulation From Hanging Below The Wall Panel And Wicking Moisture. Erection Guide Suggested Method Of Purlin Attachment For Building Accessories Pudin ' 2 Fasteners Minimum • Clip ' Hanger 150 I.B. Maximum Clip Connection To Purlin Web Pudin ' 2 Fasteners Minimum • clip fm--,� nger 2 FastenMinimumB. um Clip Connection To Purlin Flange Purlin fPun" -OHanger imum Fastener ype Adapter 0 L8. aximum Fastener Type Adapter To Purlin Flange /- Note; \--' Angle Angie / Trim Insulation And Turn Vinyl a Hanger Hanger Back. Insulation Must Not Be • 2 Fasteners e Exposed To Weather 150 I.B.Maximum 2 Fasteners 100 LB. Maximum Minimum Minimum Finish Floor At Each Purlin At Each Purlin Clip Connection Angle Connection ° To Purlin Web To Purlin Flange Base Detail (See Erection Drawings) Sidewall Panels Should Be Installed So That The Panel Sidelop Is In A Direction Away From The Prevailing Wind. Refer To Appropriate Lap Detail Included With Erection Drawings.) Nate: Check Periodically To Ensure That All Panels Are Aligned And Plumb, Keep Edges and Ends Of Panel Aligned Screw Alignment Panel (Through Fastened Panel Only) Note: After Drilling Panels, it Is Important To Clean Metal Filings Off All Panel Surfaces, Including Between Panels That Are Not Installed That Day, To Avoid Rust Stains. R3 '17 1 06 Do Rot oetoo PurOn aripe of my kFtl m the nmge of the PURN ' Denotes Material Not Provided By Metal Building Manufacturer The Total Hanger Load Shall Not Exceed The Design Collateral Load For The Building. Example: 5'-0 (Purlin Spacing) X 5'-0 (Hangar Spacing) X 6 PSF (collateral Load) 150 Lbs, See Cover Sheet For Design Collateral Load For This Building. Note: If The Building Is Designed For 0 PSF Collateral Load, Then Adding Any Suspended System (i.e. Duct Work, Piping, tights, Ceilings, Etc.) Will Correspondingly Reduce The Design Live Load. Roof Curbs When Not Supplied By Buildino Manufacturer ❑ Curb Base Length earn m xil 6° 1�_p• Min. Min. Endiop Endia Roof Curb v p v o xe 4° Max. Root Panel Roof Panel �- • Purlin Line -� Indicates Roof Panel Support location Indicates Curb Base Support location Cell Cap Down Hill Outside Floating Panel Support Up Lift Plate Curb Base. (If Required N Section •A" (Insulated W'nen Specified) Cell Cap Up HIII Inside �..•. Rib Profile The Curb Details Shown Illustrate The Building Manufacturers Recommended Curb Style And Installation Method. It Is The Erector/Installers Responsibility To Provide The Proper Curb Style And Install Them In Accordance With The Procedures Established By These Details. Failure By The Erector/Installer To Follow These Recommendations May Result In The Curbs Damaging The Roof System Or Excluded From Warranties. All Roof Curbs To Be: 1..080 Aluminum Or 18 Go. Stainless Steel (No Golvoluni Or Galvanized). 2. Panel Rib To Panel Rib (No Flat Skirt Or Lay -Over Curbs). 3. Installed With Down HIII End Over Panel And Up Hill End Under Panel Application For Water Flow At Panel Splice. 4. Up Lift Prevention For Clip Applied Roof Systems Are Required If. a. Wind Loads Exceed 110 MPH. b. Curb Base Crosses A Pudin. 5. Supported on (4) Sides By Primary Or Secondary Framing. 6. Maximum Single Curb Weight Recommended Is 1500 lbs. Roof Jack Installation when Not Supplied By Buildino Manufacturer • Do Not Use Galvanized Roof Jacks, Lead Hats, Or Other Residential Grade Roof Jacks. These Roof Jacks Do Not Have 20 Year Service Life And In Case Of Lead Hats Will Cause Galvanic Corrosion Of The Roof Panel • Use EPDM Rubber Roof Jacks With An Integral Aluminum Band Bonded Into The Perimeter Of The Base. EPDM Roof Jacks Have A Temperature Range From -657 To 212F. Use Silicone Roof Jacks For High Temperatures. Silicone Roof Jacks Have A Temperature Range Of -1001F To 4377. • Retrofit Roof Jacks Are Available For Applications In Which The Top Of The Pipe Is Inaccessible, Eliminating The Possibility Of Sllding.The Roof Jack Over The Top of The Pipe. • Do Not Use Tube Sealant To Seal The Roof Jack To The Roof Panels. Use Roll Tape Sealer Between The Roof Jack And The Roof Panel And Attach The Roof Jack To The Roof Panel With Fastener #4 1 - 14 X J* U. SO W/washer At 1• D.C. Around The Base Of The Roof Jack. See Table Below For Quantities • Trim The Top Of The Roof Jack To Ft Over The Pipe, Roll Down The Roof Jack Over The Pipe And Apply Tape Sealer For The Perimeter Of The Roof Jack Base Between The Roof Jack And The Roof Panel. Apply Tape Sealer Around The Pipe And Install A Stainless Steel Clamp (Not By Bldg. Mir.) Over The Top Of The Roof Jack And Firmly Tighten To Form A Secure Compression Seal. • If The Pipe Diameter Is So Large To Block The Flow Of Water Down The Roof Panel, A Flat Base Roof Curb Must Be Installed Into The Roof And The Roof Jack Will Be Sealed To The Curb. A Two Piece Curb May Be Required When The Top Of The Pipe Is Inaccessible. • in Northern Climates, The Pipe Penetration Should Be Protected From Moving ice Or Snow With A Snow Retention System Immediately Up Slope From The Pipe. M Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Panel. Cannot Encompass More Than 75% Of Panel. Panel Profile Varie Stainless Steel Clam (Not By Bldg. Mfr. STEP t One Run Tri-Bead Tape r x Stainless Steel Clam (Not By Bldg. Mfr. Tri-Bead Tape Sealer D x fg HW504 Stainless Steel Clamp (Not By Bldg. Mfr.) Tri-Bead Tape Sealer x HW504 nt Pipe of By Bldg. Mir.) 11 Roof Jack wn Roof Jack Fastener #4 �-14 x r LL SD W/Washer At 1" O.C. "nt Pipe of By Bldg. Mfr.) Tri-Bead Tape Sealer x i" HW5D4 Roof Jack Fastener #4 �-14 x J" U. SO W/Washer At 1" O.C. Vent Pipe (Not Bldg. Mfr.) Roll Roof Jack Up Over HW504. Install Stainless Steel Clamp And Tighten Around Roof Jack, c U m 0 0 0 9N e m'n n�a NON Z a mo K W O p on a tr U�of 0 J m C U� 2 � ou m �ooa t- y R300 a m �ti `i B E e i 00 15 a I° /yam `V WnO❑ o ox 0 r` WEi0w O V D ¢w Z co h a o 00 IN m 0 s D: C ¢ as p Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked bv. CC 8/27120 I Job Number. 17-B-71752-1 I (Sheet Number. R3 of 17 I appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer oniy.The undersigned engineer is not the overall engineer of record for this project. Structural Bracing Double Purlin Struts and Double Girt Struts -X Double PudN Salt Purim (2) }'o Bolts Typical. Is D i'sof Brits When Pudig lap l Is Denoted Wlfh Symbol ,Tv( On I The Roof Framing Plan I Jun'18 Rafter (Shape May Vey), Pegs Rigid Frame Endwall - Load Bearing Column E to Rafter Within 1'-6 of Purlin - Flange Brace Connection to Purlin - Bypass Dale Mar Pudin Flange Brace Backup Plate Ratter : , Page Bearing Frame Endwall - Outside Column Extension to Bridge Channel EF07 Between Purlins -Bypass onto Mar'15 Puriln Purlin Strut (When Re Denoted On Roof Plan Symbol Symbol -%r Bridge. Channel -A'(Il 9M Purlin Bridge Channel Endwall- Outside Column Extension to I Between Low Side Eave Strut and Purlin (Roof Slopes 4 1/2:12 or Less) - Bypass � Perth Paris Strut (When Required) Denoted On Roof Plan By Symbol !E Eaw, Salt - Double Purlin Strut At Eaw 'O Bolts At -1 Ooubla Purfn t Strut At Eaw ) L. (4) r0 Brits i (a) �'m edta I (4) Bdt. 7' at B- & 10' Purlins It- At le Parise 7 Column Extractor Standard (May Vary) Column Extension Ed" Column strut (4) Bolts (2) Bata Unless (2) Bolts Unless Noted Otherwise Noted Otherwise t'-0 Standard -><-Denotes Dou61e Purlin Setback Varies Setback Varies Setback Vmles (may Vary) Strut Or Double CUt strut (2) Bolts Unless On Erection Drawings On Fraction Drawings Sae Erection DrowNge for Noted Otherwise puriin } Purlin } tfpudln .On Erection Drawings(2) Fee Bolts Typtwl. (4) Brits Girt (4) }-0 Bolts When GDt Lap- Is Denoted I Symbol * On Mf-07 O O (4) Bats r0 -O-I r0 -01 -O-( r -off The 0ewU FrenIn Plan. ( I I ( I II I O Bridge Channel o f ( o I o O I I a O I -x- Double Gkt Strut Column Bridge Channel 7' At W And 10' Girls (Shape May Vary) 11' At 12' Gins -x- Double Rafter Standard (May Vary) Girt swt I (4) r Bolts I O O I (4) Bolts I O O I Column Backup Plate ( ( I I (4) Bolts Slmpe May Vary) Girt (KFIonge PC6D_ I I I With Washers ( (Raise To Roof 1 Rafter I (Low Eaw Shown, O Extension O Column High Ed" Similar Rod Or Cable Bracing RaftsFraming Plan For _ t_ _ J 9 ) See Erector Drawings For Requirements) Location And Piece Mark Column And Construction Pages Extension PFO4101. PF04111. PF04113olts 0r PF04114 For Deta9& ' wit BWasBypass Column Flush And Inset Columns Steel Linexlth washersSteel UneNair. Column steel Una 1) For Standing Seen And Insulated Panda That Use Clips For Attachment To Purlins And Girls. The Clips Are Not - Required At The Double Partin Or Girt Salts And Use Not Been Provided For Installation ar At Thane Locations. 2) For single Skin Panels And Insulated Panels That Use Through Panel Fastener for Attachment PAnd Girls, The Fasteners Are Required At The Double Partin Or Girt Struts And Haw Been Prodded For Installation. SeeUon 'A' 3) Bracing Members Are Permanent And May Not Be Removed After Er"Um Unless Noted For Plumbing Or Erection Purpose Only On The Erection Drowin s NI Bolts To Be rob Unless Noted. All Bolts To Be }'m Unless Noted All Bolts To Be }'O Untess Noted. rP Y 9 Section 'A' Section 'A' 4) For Required }-0 Bolt Length Refer To Grip Table On Erection Drawings. Fare On Er Length Refer . Grip For Required Length Refer . Grtp For Required Length Refer . Grip Table On Erection Drawings. Table On Election Drawings. Table On Fraction Drawings. Page Page Page Pepe - By -Pass Girt to Column - Standard Connection - Flange Brace F84_ CF01124 By -Pass Girt to Column - Standard Connection CF01127 Purlin to Rafter -Standard Connection -Flange Brace F84_ CF0203s Purlin to Raker -Standard Connection -Flange Brace FB6_ or FB7_ CF02039 oots Ree Data Rre Dam Rae Dale Rev Flange Brace FB6_ Or FB7_ May'19 02 May.19 02 May'19 01 148y'19 01 Erection Note Lap and attachment of Girt Erection Note Lap and attachment of Girt Erection Note modes refer to-flevatlon Plan' and Lap Detail for requtroments varies refer to 'Flevetien Plan ' and lap Detail for require mentc Lap and attachment of Pudin wrlas refer to Roof Plan Erection Note La and attachman! of Purlin and Lap Detail for requirements. w/ee refer to Roo( Plan and Lap Detag for requlrementc. Partin Lap Symbol denoted on Roof Framing Plan (2) }'o Bolts each and of Pudin IaP Partin Lap Symbol denoted on Roof Framing Plan each (n)of Bolts end of Pudin lap }' 0 A325 Bolt 4 2 0 Bolts R 2" () }- Cr () }- °r 5- 2 o Its R each end erects noted an yob- unless noted on erection drowinge erection dmwinge Flange }'o A325 Bolt each end. p g R O Bence g FB4_ (when 0 Flange Brace 1 0 0 0 1 specified) FB6_ or FB7_ 1 1 g - (when specified) ' 0 I m m 1 m ® a (2) }'0 Bolts (2) }-0 Bolts I taP 1 � Lpp eachd of enheaeP d of I J _ Girtlap m - 'Cc� 1AP ,I1 0 F� tpp O O l o 0 O O l 0 0 O O ( l 0 O I O O ' l 0 O 1'0 A325 Bolt —I Flange Brace each end. Fa4-(when specified) Attach Flange Brace to Rafter and 'Field Band' to attach to Flange Brace }'0 A325 Bolt FB6_ or FB7_ (when speci each end. —I �- l t O }'0 Brits (2) }'m Bolts hole located 2'-4- unlfled) unless noted on 2'-4' or 5'-0' unless noted on 2'W 4' from ce tarot erection drawings erection drawings Erection Note Clrt Lap Symbol denoted Girt Lap Symbol denoted Flange Braces may be required one both Rafter. on Wall Framing Eievatlon on Wall Framing Elevation or aides of For requirements, and locations at Main Frame and Ingle! Frame In Erection Note Erection Note Flange Broader may be required one Erection Note Flange Braces may be required one Endwall refer to 'Crass section'. For requirements, and locations at Flange Braces may be required one or both aides of Rafter. or both aides of Column. or both sides of Column. Bearing Frame Endwall refer to For requlrementc, and locations at For requ4amants, and iocatlone of For requlrementc, and Iocatione at Roof Plen'. Main frame and Rigid Frame In Main Frame and Right Frame In Main Frame and Rigid Frame in 'Grose Endwall refer to'Croea Section'. Endwall rotor to Grace Section . Endwall refer to Section'. For requrt ementa, and locations at Far requirements, and locations at For requirements, and locations at Scoring Frame Endwall refer to Bearing Frame Endwall refer to Elevation Plan'. Bearing Frame Endwall refer to Elevation Plan'. Rest Plan'. O o e H N n^a an 41 Oc C$i�rY u C UU 2 mu.w Boa ut R3a� 3 an o ° ,e ZZI 40 E e R ry� z�"yo O V=fi l` id U moww 2 ~%_W dap<c: an v UOWW or aso X w <a Scole: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. Job Number. 17-8-71752-1 Sheet Number. R4 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer oniy.The undersigned engineer is not the overall engineer of record for this project. Sag Angle Attachment at Sidewall i Sag Angle Attachment to Angle CL472 @18 H Fouling Oeaum Use Sog Angle Attachment to Angie CL472 NI LWI Angie Attach W/ (i) Fastener ' P1B at Each and (Typ) CA Sap Angle Attachment to Eave Strut Note: Use Sag Angle Attachment to Angle CL472 W/ Walt Unar Sag Angles at Sidewall Framed Opening (3 or 4 Sided Framed Opening with Jambs to Floor) Note: Sea Erection Drawings for Mark Number Locations and Spacing. Sag Angles Not Required to Extend to Header Unless Noted Otherwise on Erection Drawings. JII §III Girt J J r3J J ) J Girt II Hea er Hider ' J) Girt E E s E E E Sill 3l I Girt ix Finished Floor Sag Angles at Sidewall Framed Opening (4 Sided Framed Opening Jambs Terminating at Girt) Note: See Erection Drawings for Mark Number Locations and Spacing. Sag Angles Not Required to Extend to Header Unless Noted Otherwise on Sag Angles Not — Requlred If Location Is P-0 or Les. From Jamb, Unless Noted Otherwise on Erection Drawings. Fasten, Sag Angle Attachment at Endwall Rake Rake Sheeting Angle Rafter Field Attach W/ (1) Fastener #55 (Note: At Flange greater than j• thick field drm fe•p hole In Angle and Flange and attach W/ 1) j•d x ij• A325 Bolt) _ Angle ---- _ CL472_ 2) Fastener g18 at Each end. Sag Angle Not Required From Sag Angles Not F.O. sill to Girt, Unless Noted Sag Angle Not Required From F.O. Sill to Girt, Unless Noted LWI_ Required If Location Otherwise on Erection Drawings. Otherwise on Erection Drawings. Is 1'-D or Less From Jamb, Unlace . - Noted Otherwise on ®18 Erection Drawings. ogle - Nota Field clamp soil anglesand apply sWctural 9uewstows, r rt when ratter than g v'ed Tube or Pipe Rafter Outside of Girt Space Rafter Inside of Girt Space Attachmentted Tube or Pipe Pegs Sag Angles at Endwall Framed Opening CF03050 Sag Angles at Endwall Framed Opening Pag603051 p.g601OD1 P.ge (3 or 4 Sided Framed Opening with Jambs to Floor) Dole Rev 4 Sided Framed Opening Jambs Terminating at Girt oats Rev ( P g g ) Knock -In Bridging Installation - Less Than 3:12 Single Row lost. Rev Knock -in Bridging Special Condition - Spacing12" or Less Ke010o4 May'19 02 May'19 02 May'19 03 Data Rev IMay"191 03 Note: See Erection Drawings for Mark Number Locations and Spacing. Sag Angles Not Required Note: See Erection Drawings for Mark Number Locations and Spacing. Sag Angles Not Required Strut Spacer Ridge Tie Bldg. Strut Pudin pCSO_Bldg. Ridge ($') All fasteners shown ore @1B Header fo Extend Noted Unless Noted ngs. lea on Erection Dmwinga Header U Extend Noted Unless Noted Otherwise on Erection Drawings w 1/4-14 X 7 1/4• DP3 U.N. Cable Angie Cable Angle Knock -in Itdit 12•or Less 1 1 I 1 I 1 1 1 Eava SWt BrI KBAt_ peak P (Beyond) KOpi_ astener - 12-24 x 1j• DP5 Pudin At 12• or lees udln or u Strut Pullin udln or stmt Pudin trot 5 g: Strut Eave �g 3 Each end of PCBO_ d eve Strut Strut Pudin Girt G� I All fasteners shown are g18 j•-14 x tj• OP3 unless noted Bate: The Bridging Angle wgl SWt Spacer I I I I I ea er be installed from the top PC43_ SWt Spacer Girt J Girt a Sag Not slot of the high side purrs PAID to the bottom slot of the Save $Wt adjacent low side purim. PC43_ ^ I ,J I -1 E E fired If is V ad f Location f le 1'-or Less From Jamb, Unless Sill ( SWt eatler Hider Girt s Noted Otherwise on GM Erectlon Drawings. Detail at Eave Detail at Interior a a Low Side Shown, High Side Similar -9 -9 sill II I 1 J 1 J Eave Strut Tie Knock -In Knock -In Bridging Knock -In Eave Strut lie BridgingKBAi_ KBAt_ Strut Spacer is required at each KBAi_ location. KBAl- B I_ KBAI_ KBA1_ not shown for clarity. Girt Girt Ftnehed Floor Finished Floor Low Side Eave Strut Pudin to Pudin Hkh Side Eave Strut Sag Angle Not Required From fi0. sill to Girt, Unless Noted Sag Angles Not Required Is if Location Otherwise on Erection Drawings i'-0 ar Less ss FromNote Jmnb, UnlessNoted Sag Angle Not Required From F.O. Sill to Girt, Unless Noted Otherwise on Erection Drawings, tach w aetenar 1B /p 9 0� x tj• DP3 N,'Ie • Les Factory Located Support Beam the8 em hSimllar i4DPS Otherwise 4r-14 Kng -In B_tn Bdd9in9 Erectlon Drawings.KBA1_KBA1_ )Ypod, Pudin or SWt PudJ#18 Eave SWt ed T KBA1_ ava SWt Insert Tab into Slot Bend Tab Degrees StrutSpacer3) Fasteners g55 (3) Fast.2-24 x 1 1/4• Continuous Roof 1/4-14 x Low Side Shown, High Side Similar Ngi L The bridging must be Inserted Into the pre -punched slot in the Pudin as shown In Step 1 and the tab bent side ways for proper Installation Step 2 The pregesyyet be =plate for the bridalp to function oc desmned Detail at Factory Located Support Beam Strut Spacer Is required at each KSA1_ location. KBA1_ not shown for clarity. e U m O rY o o y N h n 1 c ti e r.; c2S M U tc < 611 0 ti D, E VU ® ❑ Boa 3auo. QZZ d 4 I I do � ZY�JMJO El ❑ U=I� y Qvi WpUW � O ouGo w��2Fw�, U00 Km>Q Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Chocked by. CC 8/27/20 Project Engineer. Job Number. 17-8-71752-1 Sheet Number. R5 of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Knock -In Bridging Roof Layout - Single Row ..IN ®I IN I I oil ' !!I I"��'u'1�IV ME 9 n v J 301006 Structural Bracing Rev— Web Mounted Pipe and Tube Struts '20 1 04 _ Pipe Or Tube Strut. Sea Erection Drawing, For location, T` Piece Mark And Connection Bolt Sizes. I \ Tnl k-Strut Purim Use Strut Gable Building Spacer (PC43a at each KBA7- location itrut Partin Joe Salt Spacer (PM-) it each KBA7- location. Single Slope Building See Section "A" & "B" For - a Connection At Pipe Or Tuba Struts Located In Adjacent Bays rR.�itttape May Vary) Column (Shape May Vary) XN�ot' And Rod Or Cable Bracing. Eve See Erection Drawings for Location And Place Mark And Construction Pages PF04101, PF04111, PF04113 Dr PF04114 Far Details. Rafter Shown, Column Similar Raftw Shown, Pipe Or Tuba Strut - "B"a Column Similar Left End Plate p Right End With Extended O OJ Right End With Extended Adjacent Bay End Plate Adjacent Bay End Plate For (2) Erection Aid Botts For (2) Erection Aid Bolts Section "A" (Erectlnoo DrawingsB orr Size. Section "B" Note: 1) Section "A" and "B' show Poe/Tube Salts In adjacent bays, for left to right erection, The Right End of the Pipe/Tube Strut will have an Extended Adjacent Day End Plate for (2) Erection Aid Bolts that are to be drawn up wrench -tight to secure the Poe/Tube Strut in place bolos the adjacent bay Strut Is erected. 2) Bracing Members are permanent and may not be removed after creation unless noted far plumbing or erection purpose only an the Erection Drawings. Rod Brace Attachment at Web Rod Brace (See Erection Drawings for Part Mark and Location) • Note Flat Washer WFSDO has a Burt Threads After larger outside diameter than not Final lightening Washer WFH500 and Is to be locntad next to the Slope Washer. Slope Washer • Flat Washer WF500 on ¢"a Rod only Note: These Parse era Shipped Lease. Flat Washer See Chart Below for Part Marks. A ` Hex Nut Column Shawn, Rafter Similar. Align Slot With Rod Brace "-'-a That Falls Within the Girt :tor is to add a Minimum Size >assage of the Rod Grace. Part Marks for Rod Brace Assembly Rod Brace DiameterWa Rod Grace Sl a er •Flat Washer Flat Washer Hex Not ro WROB_ WS110 • WF500 WFH500 HSN500 ro WR10_ WS110 None WFH625 HSN625 ro WR12_ W5120 None WFH750 HSN750 ro WR14_ WS120 None WFH875 HSN875 1"0 WR16_ WS130 None WFH1000 HSN1000 Double Clevised Rod Brace attachment WR_ Clevised Rod Brace Assembly NOTE: Double Rods are noted as 0 DBL BRACE on Erection Drawings See Erection Drawings for required Part Mark and location. Note Turnbuckle Included on Assembly only when both ends of Rod are CiWsed. Boll with Hex Nut 1 0 A325 x 2" at 170 & 1170 Rod 3"0 A325 x 2j" at 3"0 Rod fj"O A325 x 3" at PO & 1"0 Rod 71'0 A325 x 4" at WO Rod Wing Plate on Column, Rafter or Poo/Tube Salt ERECRON NOTE DETAIL SHOWN AT COLUMN AND IS SIMILAR AT RAFTER OR PIPE/7UBE STRUT. Spandrel Beam - Unbraced Beam to Other Construction Pone PF04120 Column Base Angle Detail With Flush Column Page BF01005 Welded Clip End Bay With Nested Zee Girt Pege CFO1111 Girt Connection At Bypass Column Pege CFo1120 Oete May'19 Rev O1 pate A. 76 Rav 00 Deis Apr'19 Rev 02 Dete Jun'16 Rev 02 Spandrel Beam BS— Girt Laps Past C.L. Column: \ See Frambig Elevation far Place Mark, Orientation and Locations O'-5 3/4" - @. Column 1'-5 3 4" PL column \ \ Connection of Other Construction to Base Angle i 3/ " 1 3/4" S-5 3/4� 3'-1 3/4 \ Spandrl Member Is not by Metal \ Building Manufacturer. Holes In Member RAt (2) 3"0 Bolts Typkai at Connation. are NOT provided except on ra uatl Too kid Main Girt (4) ' W when Girt lap Ls kl� Denoted of d JiC on♦ SymbShoo Full tr Partial Height Other not provided O O O O r ♦ Moln Girt a Er D the Emction DrawTg,.MetaWctlon r \ \ Metal Building Manufacturer e ♦ d \ \ \ \ Outside of Building Nested Clrt r ♦ t * (2) I'll Bolts at e each end of lap Hot Roiled or \ \ Fastener #12A "A" a 3 1/2" Lop - Built-up "H" Beam \ \ 12-14 x 7" Pancake \ SD W/O Washer Section at (2) Per Sheeting Clip Beam so Hot Rolled (Typ) " Channel Beam Sheeting Clip Toed Up CL292 at Endwoll e inalde of Building I I Hot Rolled PC30 at Sldewdl �I Channel Beam flute Zee GIrt Toed Dawn I f SteSteelL e +t tf Am y Nola ( 1) Other Construction is to provide vertical support to the Spandrel Coidform Channel ' Member. 2) Shoring as needed Is to be used Boom Toed UpRI Concrete Fastener I 9"0 Minimum Base Angle 5'-0" O.C. Maximum (Not by Metal Bldg. Mfr.) I N °wtaa, w r �y Inner Zee Girt for Spandrel Member to be level \ when installed and Other Construction Is ' \ seta Factory Welded Gip attached \ CoaisChannel Hot Rolled Channel shown, other member type m T �am Toed Down w ti Column Connection of Other I. h -atlon al Spandrel Member I.not by Metal \ 1 \ J Section "A" t I I I I 11 (Shape may Vary) Rafe to Eatlon Drawings for g Girt Lap Symbols CF01122 Building Manufacturer. Holes In Member are NOT provided except on request I (I 1 and for Lap Symbols and Longths. Full or Partial Height Other Construction Under or Outside of Beam not provided I inside of Building by Metal Building Manufacturer II_/rIl OuWlde of Building Base framing Is supplied In A11 Bolls be ro Unless Noted. Section at Beam lengths. Modifications open such as cutting as acting columns openings, are For Required Length Refer to Grip re gt le to be handled in the field. el See Erection Drawings For Girt Elevations Table on Eatlon Drawings. c U m Z H Q L b O o R M N aqo � N N yr m 3 � 4 Ti o on a 3 aO f U v wul a 00 Wa" 2I W ® (J � Boa 1 ~~ m o: ,Rome rr� vJ� a an o t cfO M coma E M O 2 m V �=�W v � W5< I-X=� O WpUW L K QW h IN ao � ac0 Scale: NOT TO SCALE Drown by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. Job Number. 17-8-71752-1 Sheet Number. R6 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Bypass Zee Installation 1 /4" t 1� Section A Of Large Flange Zee Lap Large (Typical) tango A • 1 T Largo Flange rl-gFrame I G.-rLFrame The large leg of the Zee must be alternated from top to bottom in order to nest the member correctly. A triangle has been added to the end of the Zee near the connection holes, that will point to the large leg of the member. Girt And Purlin Connection At Bypass Column And Rafter (2) ro Bolts T)plcal At Connection. l'-5r At O 1'-5J' At O (4) ro Bolts When Girt Or Pudin End Is Donated With Symbol ),x Z-Sr At O 2'-53' At O On The Erection Drawings. S-Ir AtO At 3'-is°' AtO Of 0 o O e Cleat 122 Rev Rake Edge Strip Purlins - Partial Bay Length Purlin Details d'17 1 03 Note: Roof onsets must be Main Pudin attached to edge strip pudln j'0 Bolts with screws, on ribbed roofs or Each Find clips, on standing seam roofs. LOP (2) Fastener° #55 12-24 C 1 1/4 Typical t2 support % 2 t/2� support 2 1 O O o o I I I �- Girt Or Pudin �� Factory Welded alp (2) rO Botts Typical At Counsellor. Column Or Rafter (4) eO Bolts When Girt Or Pudin Lap Is Denoted With Symbol On The Erection Drawings. Connection At Erid frame Lap Symbol <, > & - O 3r 3t O °� m Girt Or Purlin �Girt Or Pudin -/ Factory Welded ClipTL (4) �'0 Belle Factory Welded Clip - Column Or Ratter Column Or Rafter Lap Symbol Q (4) rO Botts Refer to Erection Drawings for Lap Symbol at Girt and Pudin Connection. All Bolts to be j'0 Unless Noted. For Required Length Refer to Grip Table on Erection Drawings Eam Strut- I Not.: The top leg of the first angle, up from the save, always faces away from the andwall. Comer Column =02 '19 '-Endwall Rafter Strip Pudin lore Edge Strip Pudlns d in Pudin Space. -awinas for Pudin 12-24 x 1 1/4" Fastener Must Screw Through Perlin First J - Edge Strip Pudin ParBea tinFlange or I Ratter Bridge Clip (Shown) Support Angle- UP_ Alternate Direction of or Bridge Channel (Do Not Attach to Support gle at Each StandardAnPudin Edge Strip Purlln) N varies Nominel Gnhin Fvl.malon SECTION A -A Eave Strut Stiffener Plate - 4 Bolt Connection loss CFO Low Eave At Interior Bay Column - Roof Slope 41:12 Or Less D°l° Sept' Eave Strut Shim Plate SC193 Under Ea" Strut When Required Refer To Sidewall Elevation For location Ea" Strut sip, Eam Suit Stiffener Rafter or Column Plate Sets O 0110I O O LO I'pO_j Bay O } (.,.� •Strut { Bay Column Ewn Suit Bottom Flange Eam Strut Eam Strut Stiffener Piote SCiB rO Bolts Eam Strut alp, Rafter or Column Is Yn Section 'A' Low Eam Eave Strut Connection Flush / Bypass Column - End Bay Column - Roof Slope 4JA 2 Or Less PBBCF02o33 8"Sidewall Zee Girls and 8" Endwall Zee Girls at Bypass Comer Column with Variable Frame Setback!Date Pa EF03500 8" Sidewall Girts and Non -Aligned Girls or Open Endwall at Bypass Comer Column with Variable Frame Setback PBgEF03503 8" Sidewall Girts and Open Endwall at Bypass Corner Column with Variable Frame Setback - Blocked Girt Sidewall P8sEF03506 Dale Rev IR.v lost. lRaV o°'° R°° Sep'17 04 Jan'16 01 Jan'16 01 Jan'16 01 Ewa Strut Eam Suit Shim Plate SC193 Bottom Flange Under Ewe Suit When Required Refer To Sidewall Elemllon Far Location ( OI I II L Girt 3'0 Bolts A" Setback � ut - Girt Girt (Vales). q Sidewall Comer Column End ea Column Sidewall Sldewoli Comer Column Eave Strut Connection Detail ro - o - Comer Column I ro Flush / Bypass Column - End Bay Column I ro-6- Q - I Ewe Strut- Eave Strut I LQ --o ---o I IL� --� 7 ._Gi_b /Gld Os II =2'2 m m Steel Line � T Steel We I Q o o Q I Section `A" Section �----------------- ----- Low Side -Bypass High Side -Bypass Endwall -------------------- --_ - Ea" Suit Eave Suit Sheeting Clip PC31 Fastener g12A Endwdl Endwall 12-14 x 1' Pancake SD W/O Washer (2) Per Sheeting Clip (Ton) 2 2- 2- Nola: Zee Girt Shawn Nola: Zee Girt Shown m Cee Girt Similar Coe Girt Similar ca All Bolts To Be 1*0 Unless Noted. All Bolts To Be 3'0 Unless Noted. All Bolts To Be 3'O Unless Noted. SectlOn `A" Section `A" For Required Length Refer To Grip For Required Length Refer To Grip For Required Length Refer To sip Low Side - Flush High Side - Flush Table On Erection Drawings. Table On Erection Drawings. Table On Erection Drawings a No' O qa w OW u y N Q w 1 NON y m 2 ig m V U laJ. Of m 3 o QQ 2 W m ® ❑ � Boa -Ih¢ n` 300 a ce Q M I 0 Ncq� m R 4� '.V f— MY z "o El El Q) U �v U W )- �x=� N ��� a Scale., NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. Job Number. 17-B-71752-1 Sheet Number. R7 Of 17 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Sold seat or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. :ndwali Girls and Non -Aligned Gins or Open Sidewall at 1P.R 603509 Spandrel Channel Below puffins PagPF04125 Open Cee - Framed Opening Connections - Cold Form Open Cee - Three Bypass Corner Column with Variable Frame Setback Da,e Rev o°Ia Rev Endwall Girt Attaches with Bolted Clip Jan'16 01 Spandrel Channel Located In Front Of Rafter Jan'16 00 and Four Sided Openings (4) Bolts at Each Pudin Perlin and Pudin Shut Note; 1.) Header, sill, and Jamb nominal depth matches nominal girt depth. 1) All Horizontal Members within Opening are Clipped and attached Steel Lkta I SldewPll ( Note: Zee Girt Show Cee Girt Similar All Bolts To Be k'0 Unless Noted. Far Required Length Refer To Grip Table On Erection Drawings Spandrel Channel Below Punkin t p See Roof Framing Plan and Job 9 Speai6c Details for Location. p Other Construction 1) Not Provided by Metal Building Manufacturer. 2) Attachment of Other Construction not Provided by Mee tal by Bugd'ng Manufacturer 3) Location of Other Construction may Vary, Section at Rake on Job Specific Details. Pudin Strut Rafter Type and Location may Vary High Side Section Eave Strut at Rake a spllro pip PC6G_ 2 Baits rrffff-- Low Side (4) Bolts with (4) Bolts Eave Strut At Each Pudin and Pudin Shut (2) Bolls Dalag at Hiah Egin Spandrel Octal, at Soliee Detal, at Low Faye Channel Splice Clip PC60_ Pudin a With (4) Bolts Pudin Shut Peak Pudin Spandrel Spandrel Channel Channel Detail at Peak Detail et Pudin Terminolion All Botts To Be }'d Unless Noted, Fa Required Length Refer To Grip Table On Erection Drawings. to Jambe with 3'0 Fin Head Bolts with outer Members Field attached See ACO0915 thruAC00923 to Jamb flanges with (2) Fastener #18 and AC01124 thru AC01130 II Header OH_ t-Sae AC01123 •• Zee/Cee Girt Zee Cee Girt CL150 See AC01123 0 at Girt s Header a see AC01123 Finish Floor CL152 at B}' Jamb Opening Width CL153 at to}' Jamb Three Sided Framed Onenlne C-154 at 12}' Jamb •• Girt within opening is provided when Framed Opening Sae AC00915 thru AC00923 Is to be paneled over. -and AC01124 thru AC01130 t-See A001123 •• Zee/Cee Girt Zee Cee Girt See AC01123 d �-Clip CL160 0 a Tyr. at Girt. Sill, a i and Header i See AC01123 - �° Finish Floor thru AC0113D or Framing Member CL752 at 8}' Jamb Opening width CLI53 at 101' Jamb page 011 Open Cee - Framed Opening Connections - Cold Form Open Cee - Base, AC: Girt, Header, and Sill to Jamb Date R� May'19 (2) ABolts 'CLlso Header DH_ •• Girt within opening Is Provided when Fromed Opening Jamb DJ_ Ps to be paneled over. ••Girt (2(2) }'0 Bolts H Jamb DJ_ Header to Jamb � (2) }'0 Bolts Clip CL150 (2) }-0 Bolts (Shorn) when Girt is above or Girt below clear Opening. (2) 1'0 x 14' Fin Head Bolts when Girt is within Opening (2) Faetaner 018 Girt to Jamb 1'-14 x 1}' .(z)}'px1}'Fin Head Bolts Jamb DJ_ r- S01 DH_ O �- Clip CL150 rO Anchor Rode Base Clip Bill to Jamb Jamb DJ_ CL152 at B}' Jamb (Shown) CLI53 at 1D}' Jamb CLIS4 at 121' Jamb (2) Fastener q18 }'-14 x 1}' 1� 21 Jamb to Finish Floor Open Cee - Framed Opening Connections - Cold Form Open Cee Jamb to Page AC01124 Welded Clips - Framed Opening Connections - Cold Form and Hot Rolled Paae AC01220 Welded Clips - Framed Opening Connections - Cold Form and Hot Rolled Page AC01223 Welded Clips - Framed Opening Connections - Cold Form and Hot Rolled Page AC01224 Data lRov use Rev Dan° Rev oats Rev Zee/Cee Girt or Header/Sill Cee -Three and Four Sided Openings Base, Girt, Header, and Sill to Jamb Jamb/Sub Jamb to Zee/Cee Girt or Header/Sill May'19 03 May'19 02 May'19 02 May'19 Ot (6) Faetaner g1B Jamb DJ_ a 1*0 Bolts Note; All Horizontal Members within clear Opening are Clipped and attached to Jambs with }'0 Fln Head Bolts. See AC00915 thm AC00923 (2) 11'0 Bolts }'-14 x i}' and AC01224 thru AC01232 (2) 2w Bolts - Header Field Drill III," Holes In Girt at Jamb/Sub Jamb y 0 0 Clip CLi50 H_ (Hot Rolled) �I Field Located Framed Openings (Cold Form Show. Zee Girt HC_ (Cold Form) m Hot Rolled Similar) Girt- Heigh! 0 0 CII CL750 P GIrt Height Zee Girt See AC01223 Header d Farm She.. Opening Haight m m (6) Fastener P1B Hot Rolled Similar) ) GIrt Zee Girt Girt Zee Girt O }'0 salts _ }'-14 x 1}' tea Cee Girt •• Zee/Cee Girt Zee Cee GIrt Jamb/Sub Jamb Height Height Jamb DJ_ ° rn) Opening width (Cold Form Show, Hot Rolled Similar) --- Jamb/Sub Jamb = Cl (2) }70 Bona See AC01223 Jamb/Sub Jamb to Zea Girt Jemb/Suh .Iamb to 2ee Girt o, (Cold Form Shown, u Field to Holes N Girt at ' s Header to Jamb Opening Width Jamb/Sub Jamb Hot Rolled Similar LGrinocated N) Field Loeated Frametl Openings o, TIIP at Girt within Opening a SC252 CIIp (Cold Farm show, Hot Rolled Similar) Jamb/Sub Jamb l0 Zee Girt Jamb /S b Jamb to a Girt Jamb Jamb - Jamb DJ_ '_C JL_ (Hot Rolled) JLC_ (Cold Form) JR_ (Hot Rotted) JRC_ (Cold Form �' ) Crt within opening Is provided GIrt m j) (6) Fastener #18 O }'0 Belts when Framed Opening Is to be paneled over, 2 0 Bolts O i' 2 0 Bolts () }' 4 x 1}' 1 See AC01223 Field Drill Hales th G o ie Cee Girt t (Toad Up a Down 0 0 Clip CL750 p Finish near § I Flold Located Framed OpeningsLE --- Jamb/Sub Jamb (Cold form Show, or Doubled) Cae Clrt °m '1 I Hot Rolled Similar) Haight 0 0 Clip CL15D Height m (Toed Up a Dow or Doubled) Opening Width GIrt He m Co. Girt - 1 Cee Girt O }'0 Bolts 7 (6) Fastener gIB }'-14 x 1}' Three Sided Framed Doctrine •• Girt within opening to (2) }'0 Bolts GirtTeed Height U or Dow ( p or Doubled) P Down Glr! orDoubled) Height Jamb DJ_ m �l provided when Framed Opening - Is to be paneled over. See AC00915 thru sad AC01224 thru AC00923 AC01232 Opening Width (2) 3'0 Fln ___ Jomb/Sub Jamb m pe (2) 3'0 Bolls Jamb/Sub Jamb to Cea Dirt Jem Sub Jonah to C.ee Girt Header Head Bolts (Cold Form Shown, a Field Drill f%' Holes In Girt at H_ (Hot Rolled) Girt to Jamb Not Raileit Slmllar) NI Field Located Framed Openings HE_ (Cold Form) Sae AC01223 c Sill Jamb/Sub Jamb (Cold Form Show, (Cold Farm Show, jamb(sub lamb to Cee GIrt Inmh /e., Jamb to ee -0rt �-�-�-�C- Zee/Cee Girt •• Zee/Cae Girt ZeeCee Girt x` Hot Rolled Similar) Hot Rolled Similar) °I (6) Fastener #IB Jamb DJ_ 0 0 Clip CLt50 Clip SC252 Typ, at Girt s 0 € o Sill Height Jamb (Cold Form Show, Hot Rolled Simgar) of (2) }'O Bolts Field Drill A' Holes In Girt at Jamb/Sub Jamb 4 x 1}' within solo a D g (2) }'0 Baits m Field Located framed Openings (Cold Form Show, -`m, a Cee Girt/Header - xm SIII in Not Rolled Similar) O q 0 x 1}' fIn Head Bolts .c H_ (Hot Rolled) a Jamb HC_ (Cold Form) Jamb JI_ (Hot Rolled) JR_ (Hot Roiled) m _ Cee Cirt/Header Siii Cee GIrt/SI11 Header Height O }'0 x 1}' Fln Mead Bolts S01 Height Cee GIrt/Sill JLC_ (Cold Form) JRC_ (Cold Form) 5g1 to Iamb g'0 An Rods Header Hal g Haigh Clip CL150 m (6) Fastener gig Finish near .1 - Jamb/Sub Jamb (2) 370 Bolts Field Drill 8' Holes In Girt at or Framing Mom er See ACD1223 0 0 --_� (Cold form Show, Field Located Framed Openings Jamb DJ_ _ }'-14 x 14' thru AC01232 3 Not Roiled Simgar) �n Jamb/Sub Jamb to Cee Girtmeader D5 Jamb/Sub Jamb to Cee Girt /SIII Opening Width Four Sided Framed Ooenlne to FlntaF,L-j_}o[emy Jamb 23 Floa ,Iamb/Sub Iamb to f it Gtrt Meader - Inmh/Suh Jcmh to Cee GIrt o R O h N n N `N `� U ti VQC 01 wti 2W, ® ❑ �'oa o�0¢ v J�' a3a0 an b �a E Q L N O Z MO 0 r V w p p �00o E 2 J a V u O Ua�� O Scale., NOT TO SCALE Drawn br CWC 8/27/20 Job Number. 17-8-71752-1 Sheet Number R8 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Welded Clips -Framed Opening Connections -Cold Form and Hot Rolled P"CParapet. Bypass Girls -At Slope -Bearing Frame And Rigid Frame Endwl Ao1233 Cee - Framing Between Jambs Dale Rev with Load Bearing Column - Uphill and Downhill Purlins are both greater Jamb/Sub Jamb (Cold Form Shown. Hot Roiled Similar) RA1 Sheeting Angle Field Cut and Attach with (2) Fosterer B12A 12-14 x 1' P.H. OP3 at Cold Form Jamb and (2) Fastener Bib 12-24 x 1J' P.H. DPS at Hot Rolled Jamb Jamb/Sub Jamb (Cold Form Shown, Hot Rolled Similar) RA1 Sheeting Angle Field Cut and Attach with (4) Fastener BIB J'-14 x tf' 0 0 Greater non 1'-8' �- Jamb/Sub Jamb (Cold Form Shown. Hot Rolled Similar) Girt Attached with 1x'o Bolt See Chart for Gip Place Mark and Location (2) fO Bolts (2) o Bolts at Parope Column to Clip PC102 or PC103 (a) Bolts at Parapei Column to Endwall Column Parapet Column Endwall Column Bypass Glrts (4) 3'0 Bolts Parapet Channel Girt UP PC102 on Left Roof Slope Clip PCt03 on Right Roof Slope Pudin (4) 3'o Bolts at Clip to Bridge Channel with }-e Washer wFH$Da located Inside of Bridge Channel _ r NOR Bridge Channel BGC Cold Farm (shown) BC Hot Rolled (similar Below Roof Line Depth Parapet Depth CII at to of Parapet Column 8' B' SC1BO(L & R) to" SC340(L) S0341(R) 12' SC342(L) SC343(R) 10' 10' SC341(L) SC340(R) 12- SCiBO(L & R) Ir 12' S0343(L) SC342(R) (L)-Left & (R)-Right aide of Parapet Column as viewed tram outside of the Building Parapet - Girt attachment at Interior Parapet Column Parapet Channel Girt Clip CL292 or PC30_ (1) Fastener B12A 12-14 x i' P.H. OP3 at each end Girt -r (4) }'d Bolts Parapet Channel Girt 1 See Column Detail for Clip Piece Mark Parapet Column Pella Da PT03 Dot Parapet - Termination less than 4" from Parapet Column May'19 02 (2) J'e .. Parapet Channel Girt Sae Column for Clip Plea, Parapet Q < 4' Termination Detail "A' ChanpnaiGirt Detail 'A' -\it q 11 I� I See CF01123 II II Girt II II II i II I Parapet Column II 0 Girtll ( II ) Detail "A" GD06O02 GDO6003 PBR Wall Panel PWO2101 PBR Wall Panel PW03005 Single Skin Wall Panel Outside Closure Requirements at Eave oars Rat Single Skin Wall Panel Outside Closure Requirements at Rake Dam Rev Base Angle Without Panel Recess Dare Rav Dale Rex Feb'19. 02. __ Feb'19 02 g ADr'IB 02 Outside Corner -Off Module ADr'19 Ot Eave Strut Ems, Trim (Profile Varies) Outside Foam Closure (See Chart) Wall Panel (See Chat) Eaw Strut Eave Trim (Profile Varies) Outside PBR Metal Closure HW429 PBR will Panel Octal t F Closure i Fmm CO ClosyFmm>LC osure Wall Iall at al Metal Closure, Metal Closure (Low Eave Shown High Eave Similar)For PBR Panel Only (Low Eve Shown High Eave Similar) Nate Foam Closures Are Required When Job Requires Air Infiltration Or Sealed Wall Requirements, See GD16002. Wall Panel Foam Closure PBR NW456 AVP HW465 PBU HW460 VlstaShadow HW465 NUWall HW424 PBC HW462 7917- W Shadowifib a gna a (Fluted Only) RBR (Reverse Rolled PBR HW455 ROD (Reverse Rolled PBU) HW459 7.2 HW461 Rake Angle RA1 Rake Trim (Profile Varies) Outside Faam Closure (See Chart and Note B2) Wall Panel (See Chart) Dotal at Closure Rake Angle RA1 Rake Trim -/ (Profile Varies) PBR Wall Panel OutBlde Metal Closure HW429 or HW429A (See Note B3) Deta➢Data➢ at Optimal Metal ClosureMetal Closure For PBR Panel Only Notes: 1. Outside Panel Closures are Required at all Sheeted Endwalis. 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 for Roof Slope Greater Than 4:12. Field Form/Notch NW422 to Panel Profile. 3. PBR Wall Panel Outside Metal Closure HW429 far Roof Slope 0 :12. Third 1 J :12 and HW429A for Roof Slope Greater Than 31 :12 Thm 41 :12. 4. Rake Slide Trim Required fa All Standing Seam Roofs and at Straw Down Roof Runs Greater Than IOD'-0' S. Foam Closures are Required when Job Requires Air Infiltration or Sealed Wall Requirements, See GD16002 Rake Angle Wall Panel RAI � Rake Tron (Profile Varies) G Rake Slide Trim 215 --� F15 (See Note #4) / Outside Foam Closure Shown J Metal Closure Optional Wall Panel (See Chart) Detall at Rake Slide Trim Foam Closure PBR Wall Panel Optional Foam Closure HW455 Optimal Base Trim (See Erection Drawings For Piece Mark) Wall panel must be held off of base trim a minimum of }' to prevent bottom of wag panel ham rus0ng. Base Angle RAI Fastener B12A 12-14 x i' Pancake SD W/O Washer (3) Per Base Trim When Required Fastener B17A 12-14 x 11' SO W/Washer 5'-7*-S' O.C. Concrete fastener #'o Mbimum 5-0' O.C. Malmum (Not by Metal Building Mir.) PBR P Base Trim F408 F407 Outside Comer'...... fB62 F408 Drawings- U U m m 0 O o .- o o H N N N ter+ c Zb Uj Si y C S a m w;d �a a i l SvP� iT. a o awe J Q G)� ca m'0 m wwto E U U Z m w W 0 El (/] Joe p J Via: 51) L 0a � S E ¢ Mm In C rE ZY*MO ❑ ❑ 0 ox 1-JaS� p W p U W lea ¢wh IN 00 o Mt Scale., NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Eng/neer. Job Number. 17—B-71752-1 Sheet Number. R9 of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. PBR Wall Panel - Four Sided Framed Opening - Trim Installation with Field Notch Panel at Head Trim Note: Trim Inaldlotion can be done by Field Notch Panel as shown on PWO6022 & PW06023 !ffi. wlth Field Notch and Bend Tabs at Head Trim as shown an PW06024 & PWO6025. Opening Width + 6" (+r Lap when req'd) 3' Opening Width 3' See PWO6023 & PWO6027 Head Tr lm F481 See PWO6030 a Fastener Jy14A }" x r Pop Rivet at 20 O.C. at Cold Form OR Fastener gib 12-24 x 11" Pancake SD CPS W/O Washer at P-8 D.C. < at Hot Rolled x }" Bead of HW540 Tube Caulkingg 4;from Header to SIR (see section) 0 Jamb Trim F482 Jamb Trim F462 or Alternate F484 or Alternate F484 Fastener g4A See }'-14 x r SD W/Washer PWO6029 at 1'-0 O.C. at Panel Rib See Seel PWO5030 r SIII Trim F848 o 0 Field Cut and Remo" Note: For "Optional" Channel Closure Trim see PW06028 r Lap with (2) Fasteners g14 }' x $' Pop Rivet Ty, at Head, SIII & Jamb Trim when required Field notch an req'd r (2) Fastener g14 }' z 1J" Pop Rivet at Tabs PWn6026 PWO6027 Not": All trim Is to ba I I Nate. Field measure Opening Width Installed BEFORE blanket and Haight before making field cuts Installed is applied to walla and adjust cut dimensions according PBR Wall Panel - Four Sided Framed Opening Field Notch Panel at Head Trim Note; Trim Installot- can be done by Field Notch Panel as shown on PWOBD22 & PWO6023 0$ with Field Notch and Bend Tabs at Head Trim as shown an PWO6024 & Pw06025. Opening Width + 6- (+2- Lap when regd) Head Trim F481 ' t� Front Vlew End VI^w 27 Lop with (2) Fasteners #14 Caulkinng Pop Rivet and HW54D • r� Head F481 / • rn SWO6027 - s for Jamb Trim c Field cal detail m 0 Jamb Trim F4B2 or Altemate F484 Field notch Panel at Head Trim Fastener g14A }" x IIr Pop Field cut Panel Rivet at 20" O.C. at Cold Farm Fastener g14 OR x A" Pop Rivet Fastener g16 at Comers 12-24 x 1}' Pancake SD DP5 W/O Washer at 1'-8 O.C. at Hot Rolled Note;. Panel position Is shown with Panel Rib and Opening on 1'-0 module. Said, All trim is to ba Location of Rib may vary depending on Installed BEFORE blanket the Opening Width and location. Field Insulation Is applied to walla measure before cutting Panel and TrM. PBR Wall Panel - Four Sided Framed Opening Trim Installation With Field Notch and Bend Tabs at Head Trim Ngia TrM Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 0$ with Flald Notch and Bend Tabs at Head Trim as shown on PWO6024 & PW06025. Field Cut Opening Width + 6" (+r Lap when req'd) and Remove Width 0 i + ta Field Cut and Remo" Opening + 3' 1}" Opening Width Head Trim F481 See PWO6030 Fastener 114A b" x }" Pop Rivet at i'-8 O.C. at Cold Farm OR Fastener g/6 12-24 x i}' Pancake SD DP5 W/O We at 1'-8' O.C. of Hot Rolled }' Bead of HW540 Tube Caulking from Header to Sill (see section) Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 See• PW06029Fastener g4A }"-14 x j" SO W/Washer at 1'-0. O.C. See at Panel Rib PWO6030 SIII Trim F848 0 0 1}' Opening Width Opening Width + 3' Opening Width + 5 (+2" Lap when req'd) 1}" See PW06025 i& PWD6027 -Field Notch and Bend 1}" Tab behind Jamb Trim. Attach with Fastener g14 }' x Popp Rivet. See PW06025 for details. Note, For Optional Channel ClonarPWO6 a Trim see PWO6028 2" Lap with (2) Fasteners #14 }' z &' Pop Rivet Typ at Head Sit & Jamb Trim when required Field notch as recta (2) Fastener g14 }' z {b' Pop Rivet at Tabs See PWO6026 & PWO6027 (2) Fastener g14 1}" }" x &" Pop Rivet at Comers Note;. All trim is to be IBEFORE blanket insulation Is applied to walla. 1}" See PW06025 i& PWD6027 -Field Notch and Bend 1}" Tab behind Jamb Trim. Attach with Fastener g14 }' x Popp Rivet. See PW06025 for details. Note, For Optional Channel ClonarPWO6 a Trim see PWO6028 2" Lap with (2) Fasteners #14 }' z &' Pop Rivet Typ at Head Sit & Jamb Trim when required Field notch as recta (2) Fastener g14 }' z {b' Pop Rivet at Tabs See PWO6026 & PWO6027 (2) Fastener g14 1}" }" x &" Pop Rivet at Comers Note;. All trim is to be IBEFORE blanket insulation Is applied to walla. Note_ Field measure Opening Width and Height before making field cuts and adjust cut dimensions accordingly. PBR Wall Panel - Four Sided Framed Opening - Field Notch and Bend Tabs at Head Trim Note; Trim Installation can be done by Field Notch Panel as shown on PWO6022 & PW06023 ➢B. with Field Notch and Bend Tabs at Head Trim as shown on PWO6024 & PWO6025. •opening Width + 3" !Note: Field measure Opening Width and " / •Opaning Witlih 1}' cut Head Trim to -Field Cut required length. Remainder and Remove I Head Trim F481 See End Cut Detail Do not cut or remove back leg T rI Bend 11" Tab down 90 degrees Field Cut -w and Remo" End Cut Detail (Viewed from top of Head Trim) Opening Width 1: Field Notch and Bend i}" Tab behind Jamb Trim. Attach with Fastener g14 }' x 4' Pop Rivet 1 • •xt I Head Trim F481-/ See PW06027 for Jamb Trim Cold cut detail Jamb Trim F482 or Alternate F484 Fastener gi4A }' x }' Pop Rivet at 1'-8 O.C. at Cold Farm OR Fastener g16 12-24 x 1}' Pancake SO CPS W/O Washer at i'-8 O.C. at Hot Rolled op with (2) Fasteners #14 EOd-WeY[ J' Pop Rivet and HW540 dng Note:. All trim is to be Installed BEFORE blanket Insulation Ie opplfed to walla Note:. Panel position is shown with Panel R2 and Opening on i'-0 module. Location of Rib may vary depending on the Opening width and location. Field measure before cutting Panel and Trim. I (I II I I II I�I Field cut Panel PBR Wall Panel - Four Sided Framed Opening PWOso2s PBR Wall Panel - Four Sided Framed Opening PWO6 027 - PWOs02s PBR Wall Panel •Four Sided Framed Opening -PW"O30 Dale Rav Dale Rev PBR Wall Panel -Four Sided Framed Opening -Jamb Trim Installation only Rev only Rev Sill Trim Installation nd Jamb Trim Field Cut Details ,,,,,n nd Head and Sill Trim Installation . !Note: Field measure Opening Width and cut SIII Trim to required length. -Field Cut Remalnd and Remo Jamb Trim F482 or Alternate F484 Field cut 2' lab and / bond up 90 degrees r under Sill Trim Caulk with HW540 at this edge after Installation Corner Detail nnnnlnn Width + 6' 1+9' Inn whwn —Wrl) -Opening Width + 3" Slit Trim FM m Top View Lapwith I HW540 I _ _ _ — _ Caulking Slit Trim F848 Jamb Trim F482 r- or Alternate F484 Field out 2" tab and bend up 90 degrees under SRI Trim (2) Fastener g14 }' x 4' P at opTab Rivet SDI Trim FM 0 (2) Fastener g14 }' x fb" Pap Rivet of comers Opening Width 1} OpanNg Width + 3' Flacut and remove Da fa not ot Sul or remove face of Trim. See Co rner Detail. Noie:_ Jamb &Head TrM ore to be Installed BEFORE blanket Insulation Is applied to walls Natoposition is shown with Panel Rib : Pcnel starting d from Steel lone and Opening on de e' module. Location of Panel an may vary depending an the be Opening cutting Width and Ideation. Field measure before tufting Panel and Trim. Flall cut Panel IIIII II I II II I I 4}" 317 Alternate Jamb Trim F484 dumb Trim E482 Ten New To, View }" 3}' Field Cut and Remove a in a Field cut 2' d tab and bend c up 90 degrees 8° to fit under SIII Trim Sian View at SIII Trim Note;. Field measure Opening Haight before making field cuts and adjust cut dimensions accordingly no that Jamb Trim fits to Head and SIII Tr1, 'n G, a 2' N (2) Fasteners g14 }' x A" Pap Rivet at tap 2" Lap when required Field cut and notch as required Field out 2- tab and bend up 90 degrees to fit under SIII Trim Jamb Trim F482 and Alternate Jamb Trim F484 Front Vlew Right Jamb Trim as shown Left Jamb Trim opposite hand Fastener $14A }' x a" Pop Rivet at i'-B O.C. at Cold Form OR Fastener g16 12-24 x 1}" Pancake SD DP5 W/O Washer at P-B' O.C. at Hot Rolled Double Sided Tape (Not by Building Mfg) Blanket Insulation PBR Well Panel .J Naie:Teanlnate Blanket Insulation at Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Jamb (Cold Form shown Hot Rolled similar) 'Optional" Channel Closure Trim See PWO6028 for details. }' Bead of HW540 Tube Caulking (Header to Slit) �- Field Cut Wall Panel Opening Width D Alternate Jamb Trio, F484 Profile Note;_ Panel position Is shown with Pon ei Rib and Opening on i'-0' module. Nato;. All trim is to be Location of Rib may wry depending on Installed BEFORE blanket the Opening Width and location. field Insulation Is applied to walla. measure before cutting Panel and Trim. PBR Wall Panel Fastener g17A 2-14 x 11' SO W/Washer at 5-7'-5' O.C. at Cold Form Fastener g/4A $ x }' Pop OR Rivet at 1'-e O.C. at Fastener g67 Cold Form 12-24 x 11" SO DP5 W/Washer OR at 5'-7'-5' O.C. at Hot Rolled Fastener gib 12-24 x 1}" Pancake SD OPS L. W/O Washer at 1'-5 O.C. at Hot Rolled FSee Optional Header Head Trim F481 Channel Closure Trim (Cold Form shown PWO6028 for details Hot Roiled similar) + Optional Channel Closure Trim (C ) Sill Trim F848 Sae PWO6028 for details (Cold Form shown Ho! Rolled sMRor Fastener g4A -� I }'-14 x J" SD W/Washer at 1-0* O.C. at Panel RibF\-Fastener g17A Fastener g14A x I}' Pop 12-14 x 1}" SD W/Washer Rivet at 1'-8 O.C. at at 5-7'-5' O.C. Cold Foam at Cold Foam OR OR Fastener g16 Fastener g67 12_24 x 1}" Pancake SO DP5 12-24 x i}" SD DP5 W/Washer W/0 Washer at P-8' O.C. at 5'-7'-5 O.C. at Hot Rolled at Hot Rolled PBR Wall Panel Note. All trim Is to be Installed BEFORE blanket Insulation H applied to walla c ra 3 'C h O O O o O�N -. M Q 1 z y 2 a o InCa a D r 8 U m >go= Lu W C OU 2 w w �Oa I- pJ Sao CP R � 4 ZZ �a ca a E V CQ '-V I- M Y ❑� CI W 0 U_ ni VVi r ` w > W V K p Q Oc v oowW a lu1 2 J E m +a. UUO '3 ¢0� Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by.. CC 8/27/20 Job Number. 17-8-71752-1 Sheet Number R10 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. ey net 1551/225./M 20./190./O J�HAAMk'1i]62A OF11EImn> 7.�ha PA(E3-3 9I"= IEACTI0IG. FOR am WAD GROUP 'UN;AR OrNM.c 3 NDiES: 1 N raactbne me M k¢. and kp-R iWE21:0250 PM1nay 9 r lam . R ma not inn L 3 %-EmcMp rmelbne t%�ULW and RWPm Oro canGlfN e111i and LED gmaPe only. REW11ON NOTATIONS A 'Al F G COW" '-A IL IF I'-0 LOAD CROUP HL M. WL MR VR LNR H1 VI UN H2 V2 W2 OL 1.2 3.0 MIT -1.2 4.0 40 0.0 4.5 0.0 0.0 4.3 0.0 COLL 1.5 4.3 Go -1.5 0.4 Do 0.0 5.3 0.0 -0.0 5.1 0.0 PLLt 22 10.5 GU -22 1.4 0.0 -0.0 19.9 0.0 0.0 -9.1 Gtl PU2 -0.1 -at 0.0 0.1 -0.1 0.0 -0.0 as 0.0 0.0 3.5 0.0 13113 22 1.4 0.0 -22 10.7 0.0 0.0 -0.5 0.0 -Oo 15.5 0.0 LL 4.3 11.6 0.0 -4.3 MO 0.0 Do 14.S 0.0 -DO 14.0 no It l -20.9 -40.13 0.0 -21 -233 0.0 -0.0 -44.4 1 0.0 0.0 -27.5 0.0 W2 -19.9 -2a9 0.0 -211 -5.6 0.0 -0.0 -25.t 0.0 0.0 -9.0 0.0 wL3 0.9 -240 GO 21.0 -41.0 0.0 0.0 -20.3 0.0 -0.0 -422 0.0 WL4 1.7 -7.1 DO 21.0 -24.7 0.0 Go -6.0 0.0 -40 -T3J 40 - LW.1 -z2 -30.4 0.O 3.3 -2G2 0.0 0.0 -53.4 U.0 -D.0 -19.1 0.0 RBUPLW 0.5 0.3 0.0 -0.5 -94.1 -S1.5 0.0 -DO 0.0 -0.0 0.7 0.0 LW2 -a2 -240 0.0 21 -3¢D 0.0 -0.0 -17J D.O U.0 -57.0 U.0 LW3 -1.4 -21.9 0.0 25 -11.2 D.0 DD -36.1 0.0 -0.0 23 0.0 LW.4-2tU 0.0 -O.0 1.9 0.0 0.0 -33,3 0.0 flDONtW -0.t -41 0.0 0.1 90.7 U.0 -0.0 0.4 0.0 1 00 1 -DID 0.0 WAD GROUP DEwL%11R1M Roof Dead toad OL COLL Roof Collateral Load PLLI Pattern U. toad [PUaa) PLL2 Pattern U. Land [PtLaa) PU3 Pattern I.I. Load CPU.] LL : Hoof two Load WLi : Wind ham Let, to Right with +GCpl WL2 : Wind (tern Left to Right with -GCpl W13 Wind ham Right to Left with +GCpl WL4 Wind from flight to Laft with -GCPI LW.1 Windward Comm WE with +GCPI RDUPLW Upward AcWg Rod Ornm Load from Long. Wnd LW2 Windward Comm Right with +GCgl LW3 Windward Carrier left with -GCpI LW.4 windward Comm Right with -GCpi RDOWI.W Downward Acting Rod Orem Load lean fang. Wind �N� ( 1 ) Pattern Ilya or mow load caseai on, not concurrent with my other 11. or mow lard mN0. FRAME OEAAPRdt USER NAMEmmdavy OATS U/ts/20 PAGEEW-4 PATH: R\pbe\ACOva\Fn9\t7-0-71]52\varUl-mmdmeyVOLDA\mn0/\ JOB 91PPOAt Mectio Ns FUR Mae and I GROUP NOTE All reaclbne on M kips and k¢-R nuF.10:05:M REACTION NOTATIONS 5 0 5-9 5-A nAn AMUM aCAMMW TAM COLUMN 5-0 5-0 5-A LOAD GROUP HIS VS 1.5 MS V9 LS HR YR LR D a L5 0.0 0.0 1.1 U. C a 1.5 0.0 0.0 0.9 0. L 0. at 0.0 D. 5.7 OLD 0.0 22 0. W+ 0. -10.0 /25 0. -20.1 121 0.1 -55.9 45.0 W- 0. -10.0 -14.0 0. -20.1 -I15 0.1 43.3 0. wR 141 -41.7 0.0 D. -20.1 0.0 0.1 -U. 0. Wt 0. 14 0.0 U. -2L1.t 0.0 0.1 -0.1 U. LOAD RtlP 0 DEwCRPi1DM DEAD WAD C CIXIATERAL WAD L LIVE LOAD W+ WINO LOAD AS AN INWARD ACTING PRESSURE W- WHO LOAD AS AN OUTWARD ACTING SUCTION Wit WIND FORCE FROM THE RIGHT WL WHO FORCE FROM THE LEFT m�154.72a/24417 M/130 JW NEIMM ONEha e-A�ha PA4E4-J SRADAT RFACRR6 FTD EACH LOAD anal SOCA Gidhac 4 NOM 1 PAP"Idee �e I Indinand not arta�L 1WE21:21:29 3 M.- nactboadne L%awuLW and RDI1Ra) Ora cambNad wltaft and UM PouDw any, REACIM NOTATIONS JI VL 'VI l V2 r-LA I I`r 1 L:=J VR MR COLUMN '-A '-L IF LOAD GROUP HL W. LNL LIR VR Net H1 VI U11 H2 V2 11L2 DL 1.3 a9 Do -1.3 47 me 0.0 4.2 GO 0.0 A2 0.0 CG1 t] 4.3 0.0 -1.7 &1 0.0 MO 40 DO 0.0 &1 DO PLLt 23 14s 0.0 -23 1.5 0.0 0.0 16.4 GO 0.0 -9.0 0.0 PLL2 -0.1 -0.1 0.0 0.1 -0.1 0.o -0.0 as GO 0.0 a5 0.0 PLL3 24 1.5 GU -24 TO 0.6 7E5 -6.1 0.tl -U.0 ms OLD PURL -0.0 -0.0 0.0 0.1 27 no 0.0 0.0 O.0 0.0 -0.1 OU LL 4.5 121 0.0 -4.5 14.11 Do 0.0 116 GU 0.0 14.0 0.0 WILL -221 -41.1 0.0 26 -MS Do MG -41.0 Do 0.0 -27.5 0.0 W2 -21.0 -24.3 0.0 -1.0 -9.0 0.0 0.0 -220 DO 0.0 -6.1 0.0 1913 L9 -no 0.0 !Sol -442 0.0 -0.0 -31.9 GO -0.0 -20.7 0.0 wL4 27 -9.3 0.0 15.2 -247 QO -GO -13.4 0.0 -an -10.3 0.0 LWL/ -2U -3p2 0.0 0.O -325 O.o -0.0 -50.7 0.0 -0.0 -15.5 OA RDUPLW 0.] -51.3-0.0 -0.2 0.0 O.o LES -3.2 -37.3 O.0 7,1 -44.9 U.0 0.0 -20.4 D.O 0.0 -JtLS U.0 LWL3 -1.7 -21.a 0.0 4.0 -13.1 GO -0.0 -32s 1 Go -0.0 1.S 0.0 LWt4 -2f I-IO.S1 0.0 3.1 -M4 GU 0.tl -2T U.0 0.0 -20.1 0.D RBDWLW 1 0.1 1 4G1 1 0.0 1 -0.1 1 944 GD U.0 -O.1 ­Cu 0.0 -53 5.6 LOW GROUP DES®iNW DL Roof Dead lard COLL Real Collateral Load PLLI Pattern Uva Lend EPU.v] PU2 Pattern Uva Load EPU.n) Pltb Pattern U. Load [PLLe.) PURI Pattern Live Lad Right lumto/Canopy (PL1R.) U. Roof Live toad W.I Wind from left to Right with +GCFl W2 Wind from Left to Right with -GCpI W3 Wind (ran Right W Laft w]in +GCId WL4 Wind from Right to Laft with -M*l UNL1 1 Wlnd.md Comer Left with +Gcd RDUPLW Upward Acting Rod Drace Lend non Lang. Wind LW2 Windward Comm Right wltA +GCPI LW3 Wndwerd Comer Left with -=Id LWL4 i Windward Can. Right with -GCpl Rill : Downward Acting Rod Draw load tram Lang. Wind AOOMONAL 1101MI ( 1 ) Pattern live or mow load meal Ora not cana.ant with my other 1W or mow food moot FRAME JME]d2�s i/2A650/LOUS =/is JOB NLEf75A FIMIt�-0.PAGEI-2 S PP= REACTIONS FOR EACH WAD "w NoIES:((1 All rctbne Ora N kp. and Wp-R 111-21:10:m (3 % bincmwind hg rsalaUmem(RW LU Wnand�R1UMO - aanbWm wl%LWi and LEO pap. aiy. REACTION NOTA'RONS (MR VR HL --i 1 ul I'-M I (DAD MOuP RFAL: OM TAMP MIDI W" ' - 5 A COLUMN ••'-M •• suppoRT('-L) LOAD GROUP ....HIL M. LNL MR VR LNR OL DO 13 0.0 -D.0 0.7 0.0 COIL 0.0 0.9 0.0 -0.0 0.0 0.0 PL1R1 DO 29 ao -ao 27 OLD LL 0.0 3.0 0.0 -0.0 27 Mo W3 4.4 -5.0 0.0 5.5 -4.9 0.0 W12 1.4 -2.5 0.0 1.9 -21 0.0 LWL1 5.3 -SA 0.0 9.5 -4.9 GO LWL2 5.2 -10.0 0.0 5.0 -0.4 GO LW3 23 -29 0.0 2s -21 Go LWL4 23 -9.9 O.0 32 -5.5 ID W3 -2U -s.] O.0 -zf -G7 0.0 W.A -aU _a'tl.0 -1.7 �-5.0 0.0 1DAD OR" OL DESCRIPTION Ralf Dead Lad COLL Reef Collateral Wad PURi Pattern LNe Lead Right Wanto/Canopy [PURL] I.L. Real U. Lad W.1 Wind from Left to Right with +041 W2 Wind from Left to Right with -GCpl LWL1 Windward Cron. Loft with +GCPI L%U Wmdword Comer Right with +GCpl LW3 Windwand Comer WILL with -GCpl LW.4 Windward Canal Right with -GCpl WT3 Wind from Right to Left With +GCpl WL4 Wind {tarn Right to Left with -GCpl ADRM*iLL NCAE ( 1 ) Pattern Ilya a mow load .Pere an, not ....treat with any other It. or mow lead roam REACTION NOTAIROW z HL- __T i�H4 5-1. 5-K 6-1 WAD ORY1111, 9E1mlM1M TINE 5-G 5-F COLUMN 5-L 5-K 5-1 5-0 5-F LOAD GROUP HL 4L LL Ht VI L7 H2 V2 L2 H3 V3 t3 H4 V4 L4 U. 1.5 U.0 0. 1.S 0.0 U. 1.5 0.0 U. 1.5 0.0 tl. 1.4 0.0 U. 1.4 DO L -0.1 51 U. U. a7 U.0 0. 5.1 G.0 U. 5.O 11 D. 3U O.0 0. -/0.0 125 0. -17.5 125 U. -17.5 125 0. -10.0 -14.0 0. -1].5 -13D 0. -17.5 -130 WR 03 -10.0 0. 0. -20.t O.D 0. -10.0 0.0 0. -17.5 0.0 U. U. 5.2 0.0 W. D.3 -140 0. 0. -20.1 0.0 0. -10.0 0.0 0. -1].5 U.0 -30.0 Do WAD GROUP 0 DE§CA1011[W DEAD LOAD C COLLATERAL LOAD L LIVE LOAD W+ WND LOAD AS AN INWARD ACTING PRESSURE W- WNO LOAD AS AN OUTWARD ACTING SUCTION WR WHO FORCE FROM THE RIGHT Wt. WHO FORCE FROM THE LEFT NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a)A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b)RIGID FRAMES (I)GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COWMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (e INTERIOR COWMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE e)ENDWALLS (1)LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWNG THE WALL FROM THE OUTSIDE OR COLUMNS ARE SPACED FROM LE" d)(AN ANCHOR ROD SIZE IS DETERMINED BY SHEAR D TENSION AT THE BOTTOM OF THE BASE PLATE THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER, 6)ANCHOR RODS ARE ASTM F1554 Dr. 3S MATERIAL UNLESS NOTED 07HERWSE ON THE ANCHOR ROD LAYOUT DRAWING. f) X-BRACING (I )ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UDC BASED BUILDING CODES, WHEN X-DRACNG is PRESENT IN THE SDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RODWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR. Br (3)FOR CANADA BUILDING CODE (NBC), WHEN X-BRACING IS PRESENT N THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RDUPEQ 9: RBOWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WIZEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO ILF.S.(0.2) IS GREATER THAN 0.45. 3) REACTONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WLL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPUED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. a)FOR PROJECTS USING ULTIMATE DESIGN WIND SPEEDS SUCH AS 2012 IBC, 2015 100, OR FLORIDA BUILDING CODE, THE WIND LOAD REACTIONS ARE AT A STRENGTH VALUE WITH A LOAD FACTOR OF 1.0. b)FOR IOC CODES, THE SEISMIC REACTIONS PROVIDED ARE AT A STRENGTH LEVEL AND 00 NOT CONTAIN THE RHO FACTOR. C)FOR NBCC CODES, THE SEISMIC REACTIONS PROVIDED 00 NOT CONTAIN THE R&. FACTOR. THE MANUFACTURER DOES NOT PROVIDE 'MAXIMUM' LOAD COMBINATION REACTIONS HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. ,p U L N O N b O pw 9'N go Pi N' W O C�Cp9; `R D O M o � 6 i 1 c�g� � J Q a C, E OO Z WEw V r0.100. Il3MW rry^^ vJ� R� s m 0 e v a N (V N-t C l Z�Mm O = a< f ♦ �X ? n. \.J W W p <¢ In Jul 00 or U1UA �Um>QO Scale: NOT TO SCALE Drown by. CWC 0/26/20 Checked br. CC A/2S/20 Protect Englneer MWM _ Job Number. 17-B-71752-1 Sheet Number. R Of 5 1 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. P.E. No. 67821 STATE OF r� �V Pea. P.Be PBR Wall Panel -Three Sided Framed Opening -Trim Installation with Field PW07022 PBR Wall Panel - Three Sided Framed Opening Pm Notch Panel at Head Trim Field Notch Panel at Head Trim ale R05 Mar'20 Natg: Trim Ia.tailotion can be done by Fluid Notch Panel as shown on PW07022 & PW07D23 0$ with Fleid Notch and Bend Tabs at Head Trim as shown on PW07024 & PWO7025. Nvi, Trim Inelaltatlon can be done by Field Notch Panel as shown on PW07D22 & PW07023 Opening Width + 6• (+0 Up when req'd) i1B with Field Notch antl Bend Tab° at Head Trim as shown on PW07024 & PW07025. Opening Width Opening Width + 6" (+2' Lop when req'd) 3' 3' See PW07023 & PW07027 Need True F481 n I Head Trim F481 See Front View End with ( Fastener° -YIOK v PW07030a J" jrap x Pop Rival and HW540 C Caulking u For •Optional' 3 Fastener 814A }" x jr Pop Rivet at Channel Closure Trim Opening Width 3- 0 solo Width 3' Field Panel 1'-8 O.C. at Cold Farm see PW07028 notch at Head Trim 3 OR Fastener gib iv 12-24 x ij' SD Pancake DPS W/O Washer �+, t at 1'-8 OLD. at Hot Roiled --►- N Z + ,a }' Bead of HW640 Tube Caulking r• from Header to Floor (see section) 2' Lap with (2) Fasteners g14 • ... z}• x f}' Pap Rivet Jamb True F482 Jamb Trim F482 TIPat Head & Head Trim F481 c c cr Alternate F484 or Alternate F484 Jamb Trim when required. Field notch �' Caulk with HW540 = o Q as required. x` at these edges Sae PWD7027 for Jamb Trlm p1 after Installation ,. See field cut detail PW07029 Jamb Trim F482 Finish Floor Line or Alternate F484 Fastener fJ14A }' z r Pop \` Field cut Panel Opening Width - Rivet at 20 O.C. at Cold Form OR Fastener g16 12-24 x ij' SD Pancake DP5 W/O Washer at 1'-8 O.C. Not, All Wldih at Hot Rolled Nnto: Panel position is shown with trim 1. to be Nato:. Fleid meoaure Opening installed In elation BEFORE blanket Is applied to walla and Height before making and adjust cut dimensions Field cuts accordingly. Net"• All trim b to se Panel Rib and Opening on 1'-0 module. Installed BEFORE blanket Location of Rib may, vary depending on the Opening Width and location. Field Insulation Ie applied to walls measure before cutting Panel and Trim. P.9e PBR Wall Panel - Three Sided Framed Opening - Trim Installation with Field PW07021 Notch and Bend Tabs at Head Trim Pate RB4 Mar'201 0 Nato; Trim Installation can be done by Field Notch Panel as shown an PM7022 & PWO7023 0$ with Field Notch and Bond Tabs at Head Trim as shown an PW07024 & PW07025. Field Cut Opening Width + 6' (+2Lap when req'd) and Remove rw....u.,, wary..,. r �- Head Trlm F481 Sae PWD7030 Fastener g14A b' x r Pop Rivet 2 at 1'-B O.C. at Cold Form u OR Fastener gib s 12-24 x 1j' Pancake So DP5 W/O Washer at 1'-8 D.C. t at Not Rolled Bead of HW540 Tube Caulking-'� from Header to Floor (see section) m £ + o Jamb Trim F482 Jamb Trim F482 u or Alternate F4B4 or Alternate F4B4 ° I I See V PW07029 Floor Line PW07025 PWO7027 Pa80P PBR Wall Panel - Three Sided Framed Opening - Field Notch and Bend W071 Tabs at Head Trim 0B18 Mar'20 Naffi True Iestallallan can be done by Field Notch Panel as shown on PW07022 & PW07023 l78. with Field Notch and Bend Tabs at Head Trbn as shown on PW07024 & PW07025. Opening Width + 6' (+2" Lap when req'd) !Net,, Field measure Opening Width and cut Head Trim to -Field Cut required length. Remainder and Remo" Field Notch and Bend Front New 1j Tab behind Jamb Trim. Attach with See End Cut Oatall 2" Lop with (2) Fa tan.. g14 End View Fastener g14 }' x {�• }• x jr Pop Rivet and HW540 Pop Rivet See ij' Caulking PW07025 for details. Opening Width Do not cut or trim Is t remove back leg Installedl BEFORE blanket Insulation Is applied to walla 1 Bend 1j' Tab /}' Nvi,. Panel pasltlon to shown with down 90 degree. Panel Rib and Opening on P-0 module. Location of Rib may vary depending on Field Cut the Opening Width and location. Field and Remove measure before cutting Panel and Trim. 1- 2" Lap with (2) Fasteners g14 }• x 11' Pop Rival Typ at Head & Jamb Trim when required, Field onto a. required. Not°• For "Optional• Channel Closure Trim ° see PWD702B Nei,_ All trim le to be Nate' Field measure Opening Width Installed BEFORE blanket and Height before making geld auto Inaulallon H applied to walls, and adjust cut dimensions accordingly. End Cut Befell (viewed from top of Head Trim) Opening Width Field Notch and Bend 1j- Tab behind Jamb Trim. Attach with Fastener 114 }' x &' Pop Rivet Head Trim F481 -r See PW07027 for Jamb Trim Field cut detail Jamb Trim F482 or Alternate F484 - Faataner g14A b' x r Pop Rivet at 1'—e O.C. at Cold Form OR Fastener g16 12-24 x ij' Pancake SD DP5 W/O Washer at 1'-8 O.C. at Not Rolled 1 11 II 1 1 II I�I Field cut Panel PBR Wall Panel - Three Sided Framed Opening Page PW07027 PBR Wall Panel - Three Sided Framed Opening "Optional" IF. Ba PW07028 PBR Wall PanelThreeSided Framed Opening -Jamb Trim Installation PegPW07029 PBR Wall Panel - Three Sided Framed Opening Re PW07030 unit Mar'20 R. 04 D.tt Rav note Rao Date v Rav Jamb Trim Field Cut Details Channel Closure Trim Head Trim Installation May'19 04 Mar'20 OS Oct'19 4j' Opening Width + 7' (+2' Lap when req'd) 3r Opening Width 3j' I I Faetenv g14A ,'m x r Pap Rivet SS ij• At 1-8 O.C. At Cold Formed Members ° 1j• PBR Panel Or Jamb Tam F482 Fastener gib Alternate Jamb Trim F484 To, New To, Visa Channel Closure Trim Jamb Fastener g17A 12-24 x 1j' Pancake SD 3j• Fastener 14A }' x r Pop Rivet (Cold Form shown 12-14 x lr SO W/Washer DP5 W/O Washer At 1'-8' O.C. At o PW07030 a at i'-8�' O.C. at Cold Form Not Rolled similar) At 5" - Y - Y O.C. Hot Rolled Members j• g}• c OR At Cold Form Members Header note ' Cut and Remove s a: Fastener 14A }' x g Pop Rivet Fastener gt6 j• 12-24 x 1 Pancake SD DP5 •Optonal' Or Fastener 7 Form Shown Hot Rolled Similar a. of i'-8g' O.C. at Cold Form W/O Washer at 1'-S" O.C. Channel Closure Trim el Closure 12-24 x it SO DP5 W/Washer = O9 Fastener gib at Not Rolled Sae B for defogs. At 5' - Y - 5' O.C. tv m y _ 12-24 x 1j' Pancake SO OP5 Double Sided Tape (Not by Bugding Mfg) r At Not Rolled Members W/O Washer at i'-8 O.G Head Tdm ' n at Hot Rolled Blanket Insulation }' Bead of HW540 Tuba Caulking F481 v 2' La t at & (Header to Floor) + m Channel Closure Trim Head Jamb when £ - m channel Closure Trim required. Fleld out to length If req'd i and notch. • (2) Fasteners g14 c See I Side New al Head Tam -9 }' x g' Pop Rivet at lap & PW07029 Finish Floor Line PBR Wall Panel Hat,Tem mate Blanket Insulation J�Field Cut Wall Panel a,. ( 'Optional' Channel re Trim I See ClomPWO7028 For Octal& e at Jams Trim Opening Width + o, 2" Lap when required. = _, 1j•, P - Field cut and notch as required. 1' Field bond tab down 90 degrees Field flatten Trim lag when required s Ij�l i 2j' Field cut and remove Channel Clo.uru0ye Trm Pleee Mark Jamb Trim F482 (ah0") c 8 g 1 Xi Channel F981 - 8' Member F2993 - 10}' Member or Alternate Jamb Trim F484 &. 3j' Gosure TrimF2994 - 8}" Member F169 - 12' Member I V F982 - 10' Member F2995 - 1 Member I Finish Floor Una f �3j• Field cut and remove NataII All trim I. to be - I Finish Floor installed BEFORE blanket ineulotlan I. applied to walls. Channel Closure Trim at Jambe Side hew e! Floor Line Nate:. Field measure Opening Width Jemb and Height before maklnq Deld cute Trim F484 Profile rim F4B4 Jamb Trim F482 and Jamb and adjust cut dimensions aaeordingly. Net, Field measure Opening Height Jamb Trim F484 Nate:_ Panel posltlon Is show7FId before making Field cute and adjust cut dimenatona accordingly Front hew Right Jamb True as shown Natg:_ The interior leg of the Channel Closure End Cut Detail Trim Is to be oriented (tt/8") to match the -- ygja_ NI trim M to be Panel Rib and Opening on 1 Location of Rib mo va depending noel SL Left Jamb Trim opposite hand Interior lag of the Header or Jamb. Installed BEFORE blanket insulatlon la apPlled to walla the 0 solo Width loca meoaure before salting Pen Z m O o n o h N y C 2 b H G S D m K a'Oi O p v R � j pMAs F `c a a 8 0� vY u. QE � E �w zmww ® ❑ y Boa R`3a� m c � ¢ 1 0 +V Nyy NJEl n O Z 3 M 0 UW_�} a' p\VV`J W 25 j u° IN a25 OOm NOW .c b Ci of.! a a` Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Job Number. 17-8-71752-1 Sheet Number R11 of 17 The engineer whose seal appears hereon is on employee for the manufacturer for the materials described herein. Said seat or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this Drolect. -Opening Width + 3' 1' -Opening Width Head Trim F4B7_ 1 Double-Lok / Ultra-Dek - Fixed Eave Rake Support at Building Rake - Start / Finish Pape GDLOto01 jDal. JR., May'19 0: Rake Support Angle HW7710 (taw Clip) HW7720 (High Clip) Standard Sbrt/Flnlsh Dataila shown, HW7864 (HI -Thermal) for Alternate Finish off Module Oetans see GDL01002. For requirements see HW7722 (Utility Clip) Erection Drawings. Rake Angle RAi D2.11 A Steel Line Rake Support Angle Rake Angle NW7710 (Low Gip) Rake Suppport Angle RAt Section •A• •f: HW7720 (High Clip) HW7664 (HI -Thermal) HW7722 (Utility Cllp) HW7722 (Utility Cup) Rake Angle RAi fan Strut faro Sit Fastener 3•-14 x 14' 2e o.c. Detail at Low Ewe (centered In without Ea" Plate Fastener (112A 12 x 1•P.N. Dp]\ (1) required at each Roof Member Rake Support Angle Rake Angle ,p HW7710 (Low COP) HW7720 (High CItP) HW7664 (HI -Thermal) An back Q' and hold flush with end Eolw SfNt (sae 0nio1a M Detail at Low Eave with Eon Plate Detail at High Ea" Single Slope Building Double-Lok / Ultra-Dek - Fixed Eave Plate Fastener g5 Fastener WI 241 o, li" }-14 x 1• (centered In Blot) 12. O.C. Rake Support Angle HW7710 (Low Clip) HW7720 (High Clip) 1' HW7664 (HI -Thermal) 'late will butt against the t Angle. All of the Eave time. Be sure to butt each leaving a gap between the Fastener B1 Rldpe Vile .� 2, D.0 �" Pu stop Hake Support Angle ( r3 _- V WP Eave Plate Hh back 2Id minimum on in x = each side of Ridge Detail of Bunding Ridge u s Fastener (112A 12 x 1' P.H. OP3 (1) required at each Roof Member Section •A' Angle RA7 Rake Support Angle HW7710 (Low Clip) HW7720 (High CIIp) HW1664 (HI-Thannal) ostart g5 }-14 x 1g 24" O.C. (centered In Rake Angle slot) RAi Street Eave Plate Shape May Vary Double-Lok / Ultra-Dek - Rake Support - Fixed Eave - Parapet Rake Steal Use -, se (2) requeed at each Roof Member ' W 6' Fmtmer M t flush 24` cc 1t• Rake SLDppart MPI M ter. HWI72z (W91ty tl Rake support Angle Ea+e soot HWr20 (Nigh ap) Eoe° soot HWr664 HhThennd) Hworin (UNITY Cllp) Note Rol Eave Tdm M1 DHau al Hbh Few ae. required. to ba NN o'nol Slops BuldNu 6°�w Plate Shope May Vary Mfo. altoWn9 RaW S FlYd Cut Parapet RaM petal at Los saw M In b bolt at fti a Parapet Rake Mde AM without Few Plate Ralu Support Mdae Fastener w6 zg' mHhnum m i-i4 x tg' Fmtmer Y12A .Me of Aldo. Lam, 24' o.e 12 x 1' P.M. OP3 1 , (e l Rwl Manber Deal a mudina males xW)rto � xwnza +3' 4 HW 8M 27 Nafeh Oabl Poo ) Rake support Mye ' �� FlAM wIN Eae Plme l Sae Notts Data/e mte om (law alp) Eeee soot HW BIS (Ho alp - 17 11:4 (10 alp -tip HV I (x B I, d ab) Butt asserat Parapet Rake Mel. and sued, with Fastener F 1-14 x 1' W3 adtal ai tow Eave 12• are wIU Few Plate DoubleLok / UltraDek Fastener Spacing at Trim to Outside Metal Closure 0 U m Outside Metal Closure 18• (r(fd� 6 P20aT � Fastener Q4 a HW432 at 18• 1 ane1 With Tri-Bead Tape Sealant LL So W/Washer _IX HW504Top and Bottom (4) per 1'-6 Panel N Outside Metal Close- L Fastener #4 24° Wide Panel HW430 at 24• Panel j-14 x a• With Trl-Bead Tape Sealant LL SO W/Washer HW504 Top and Bottom (4) per 2'-0 Panel ///--- Trim Flashing se (Expansion Ridge, High Side Eave, 0 /� / Parapet and others) Outside Metal Closure HW432 at le Panel NW430 at 24' Panel With Tri-Bead Tape Sealant HW504 Top and Bottom Roof Member (Zee shown) DoubleLok / UltraDek P.B. GDLO1011 Page DoubleLok / UltraDek GDLO1012 Page GOLOso2o Page Outside Closure Dale Rae Dala aev Sealant at End Lap a Double-Lok / Ultra-Dek - 24" Panel End La p Dale Rae Double-Lok /Ultra-Dek - 18" Panel Lap GD105021 Apr'18 01 O r'i6 of May'19 02 Dala Rev May'191 02 Note: NI Back -Up Plates an first panel Out and remora rem will raqube 8dd modlffcoUon to avoid fouling coke support Sheeting Direction Fastener p1E J-14 x tj• LL SO W Asher Back -Up Plate p HW7760 - 24' panel HW7769 - 18• pond 24• Faster W1E x W �VSB`W 4 Asher All Locations Upper Panel (8) Per Endlop Vise ng Pil Locking Pliers Tri-Bead Tope Shadbg Direction 18' Fastener InE 1-14 x 1 'ne Washer�g tr �jpp'fE W/Wachar Pondap ppo Fgpe Tri-Bead Taper Sealant HW504 (must follow panel configuration) Outside Metal Closure - Sealant HW504 LL SD Pgr Tri-Bead Tape Sealant HW504 HW430 24" panel (shown) HW432 18• 7 B M tacaWns X. (on top at closure) panel Lower Panel 4 7Sealant -Beod Panel Clip Back Up Plate Panel lnslallaunn Sequence W-SM HW7760 - Fastener Sequence taxer Pmd Slide Back -Up Plate onto and of panel. " Pmd D4 elk mate Pond Indanallm sa�mm Tri-Bead Tape Tri-Bead Tape Sealant HW504 - Make sure teeth al tap of Back -Up Platestener g1E �,�8 Sealant HW504 (under (between panel and closure) are on top of panel. Visually check to see 114 x lrj Fancier Semmse y Fastener W1E Outside Metal Closure) that hales align. Place Trl-Bead Tape Sealant SD W/Washer () Per Endlop 33 3 U. Tube Sealant HW540 over the entire width of panel. It must be centered Add Ache male fag SD W/Washer 11/Y 7 Per Fndl°P Between outside Metal Closure Tabs our pre -punched holes and following panel configuration. oheed Male Leg Lipp., Is 11/Y cane Fastener /fE Tri-Bead Tape ere 2C Panels, }-14 x 1�• LL SD W/Washer Sealant NW504 Panel 4FR to r r pond l LoweW504 r Pan r Pmd Dip r Tube Sealant H Tope Sealant Lower Pmd --Tgro 6edmt FAI any olds around on male leg. l HW-5D4 panel seem an epalope upon ids of outside closure. Plate Fastener j1E i-14 x i j• god W pale U. SO W/Washer i HW-7769 (9) 24" pand Caution 2erp (8) 18' panel Facing tape sealant back Into the Be saes. wmem will lessen the thickness of the tape sealant where It is needed most Cmss Section Of EndLaa 1/4'-14 x - 2 Per tlp Back -UP Plate that eMtr�of End, HW7760 24• Feld (shown) HW7769 18' pand Right Way Wrong Way o h N y m ? n vt m j as m u m u er O O d J aM F P1 a a vgo: °b 0 m o E wtti w¢w ❑2 � Boa a�3a� 3 a m a Q E I � C 4 ry� `V r Won NJ ZYs n2 V J U=y O Wx=W C IN o Scafe NOT TO SCALE Drown br CWC 8/27/20 Checked bls CC 8/27/90 Job Number. 17-B-71752-1 Sheet Number. R12 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. Detail At Double-Lok / Ultra-Dek Rake - Low System Only Fastener #46 At Back Up Plate Fastener 06 }-14 x }' U. ST Type B W/Washa At This Location ONLY Low System ONLY Double-Lok/Ultra-Dek Pant Rake Support Angle - NW7710 ' Sheeting Angie - RAI Fastener µE i 4 x i}' U. SO W/Washer 7) Locations '17 Fastener 15 —V8.i:k-Ud Plate }-14 x 1}• Shoulder SD HW7760 W/O Washer At V-0" O.C. (Field Modify At Raise Support Sea Dotal A) Path Field Cut And Remove Back Up Plate Double-Lok / Ultra-Dek Expansion Ridge - End Cap Assembly Tab 81 Tab((h: A)\ Hs A -y- Perk Box Expansion Ridge End Cap Sign F670 ____________________ 5pg �^�Rldx, end CopA_ 1. Apply (2) nose of bibs mdmt doing Mkt and horbmtd surfaces of expansion not CW. 2 Hoe and cap In" extension ridge flasi closing the eel cap to conform to the ddge Wind pro04 Do not dafmn Me Np of the ridge by emlfig too such prasee 3. Make euw tab Is ewi sit, but not rating on tap of the peak brc Tab *A* mud be site to plot In !rant of the pad box because of pond convo n 4. Using a sc a&Nr, kin the blode In the since of tab '81' and'V, and tsbl the blade eau¢, to more tab'01' to Wood ®TµBy easy tram tab'ar. 5. Saws the and rep to the ddge flushing dth (12) fader µ i/r-14 x 7/8' w shown. Jun'20 Fastener 84 B2 }-14 x r U. SD W/Washer (12 required) Tab A (Heids) Nominal I' lap field trimmed to slope of peck box so as not to Interfere with peak sign Double-Lok / Ultra-Dek - Expansion Ridge End Cap Tri-Bed Tape Sealant HIM Rake Ten Peak Bm Meta outside act Peak Be. (See Fraction Owgs for Place Mark) Fastener µLA }-14 x r SD W/Washer - Place Mark Profile south eon outiiam 'aam Stcard! a emion Loans FISD F78Unendin 4 F1722 Contoured F2203 F2267 F2334 F2422 nor Mere Flashing profile may vary dependent upon project order Attachment as Illustrated are applicable for all profiles. Double-Lok / Ultra-Dek Expansion Ridge Fastener W4 1 } x 2 LL SDW/Washer 424' ( per & 'panel See GDLO1010 for spacing Expansion Ridge �t�\ Trim F675 pane \/ \Peak Pullin a HW430 Panel Closure C HW430 124"8' Panel HW432 18' Penal Incaution (Not by Building Manufacturer) -TH-Bead Tape Sxtmt How Poapel Rake and F292 (Flat of ?' the 15" king place k hal Locale me plow m each side of Building R'd?& / ` Attach each peat with (3) Fodmr Backup Plate µE 1/4-14 x 1 1/4' U. SD W/Wahr. .i HW776D 24' Pont IHW7769 18' Panel Fastener $4 Race Support Angle Optional Ridge }'-14 x }' Insulation Trim U. SD W/Wesher 6 Re Ded t /�m-74 xar µ11/4' Fastener Raw F684 g cN a 24' O.C. }-14 xNiInstall optimal ridge insulation trim F684 as Fastener 17A ! insulation and roof sheeting Is being c%pllea. W LL (1 W/Waehed Tem or attachment. If required, not b 12-14 x 1RA SD W/Washer (t6) Required Building Manufacturer. y Rde Angle RAi out" Pond tlovee Expansion Ridge (See (006003) h2RunsJ*8md Trim F675 Tube F675 F675 Lc {� A Section A -A Double-Lok / UI[ra-Dek Expansion Ridge Peg. GDL070o2 DoubleLok / UltraDek - Expansion Ridge - Expansion La Cover P 9 P P pegs GDL07003 Double-Lok / Ultra-Dek Parapet Rake At Sheeted Wall (Beginning) P ( 9 9) PeGOL08005 Double-Lok / Ultra-Dek Parapet Rake At Sheeted Wall (Ending)lost. P P GDLOBDI5 D.I. April Raa W Dole Apr'19 R.v 03 out. '19 Rex R.v Apr 09 Apr'19 07 Fastener µt }-14 z r U.ED W/Washer 4) pr 24' & 18' panel Expansion Lap 2' To 6' Far Dimensions > 6" To 10' Expansion Ridge See GDLOIOIO far spacing Cover F676 (2) Fastener µt See Erection See Erection See GDL08048 Trim F675 }-14 z r LL Drawings Wall Panel Drawings Outside Panel Closure SD W/Washer in line with Optional 5-W Of Tape Wall Panel Optional 5'-0' Of Tape 24'= HW43D Tape Sealant Inside Closure With Sealantt }' z S}' HW507 }, Seder x IW= HW432 HW506 Tape Sailer }' z d}' At Each Panel Side Lap :Y Inside Closure With _ _ with Td-Bead Tape one and only. HW5D7 On Both Sides Parapet Trim F300 de Lap At Each Panel Side Lap Tape Sealer r x d}' - - - - - O Sealant HW504 Top and Bottom HW456 - PBR HW459 - PBU Td-Bead Tape Sealer x Parapet Trim F300 Teri -Bead Tape Sealer j' z III HW507 On Both Sides HW455 -PBR HW464 - AVP/ NW504 HW504 HW411 - PBU Backup Plate VulaShadow Fosterer IIIE Fastmer µE HW464 - AVP/ VhtoShadow }-14 x 1}' U. 50 W/Waeher }-ib z f}' U. BD W/Washr 1. 24-- HW7760 t=701 11 IS'- HW7769 Expansion Ridge Faelmr µTA At I'-D' O.C. At 1'-0. O.C. _ -. Trim F675 (38) Fastener e226 12-14 z 1}' SD W/ Parapet Rake Cleat F792 Fastener µTA f'f' x fi' Closed End Rheats Washer (Sae Wall Parapet Rake Cleat F292 12-14 x 11" SD W/ with Fastener W228 Panel Fosterer Location Washer (See Wall ID x }• Grommet Washer Detail, Noteµ For Panel Fastener Location Fastener µE �J ' Spacing Requkemmi) - - ------ ----- Note Detoe, Note µ Fr _ 4-14 x 1}}' A Tape Sealant HW508 Sheeting Angie RA4 - --_----- --� --- Spacing RequkemmQ U. SD W/Mlt gyl !Ti' z i' with Tube Rake Suppod Angle Fastener Sheeting Angle RA4 (9) 24' Panel �,, f,`7>5b �. (� Sealant HW540 on top In tine with Low - HW7710 • /5 }-14 z i}' Shoulder SO Fodma SS Rake Support Angle (8) 18' Panel \yvP ova /leer; ge ��•- Fastener High - HW7720 HI-Thernal - HW7664 W/0 Washer At 2'-0' O.C. }-14 z f}' Shoulder SD Low - HW7710 High - HW7720 �• "� I (Deeblo-lok Only) W/0 Washer At 2'-D' O.G Fastener }12A (Double-tak Only) Fosterer Expansion Ridge �- 12-14 x i' Pancake µ2A 1' Pancake 1So ( Trim F875 = •,- ` .• �� 0 ( SD W/0 Washer (2) At Each Reef Member — — W/O Washer2-14 z Sym 7' ,� c '�• Expansion Ridge - - — — _ _ — ___________________ — — At Each Roof Member Penal Gip with r 2• =�. �• Trim F675 Gifts Serowe }•-14 x _ (2) par Gip ( i Fastener 226 9 r Fastener 228 '- ' B :.�• Deketrip HW522 Tape Sealant HW506 A x 1' perimeter of Dekstrlp HW5227 cs' a \' on top of Tae Sealantpe HW540 at fastener Une. Parapet Rake Cleat F292 Fastener µt }-14 z }' p SD of Fusion 2) Pr Lap (Do Not Fastm Through RW) Rake Gmt Or r Panel Cleat F292et ke Fastener /4 }-14 x L U. o of Fasten (2) Ptt Lap c Not Fasten Through Rake peat Or Pend RIb) Xe Tube Sealant HW540 Tape Sealant HWSOfi 1- Tube Urethane Tube Sealant HW540 (1) }' Bead Fastener 814A 2• }'0 z }' Pop Rivet SS Urethane Tube Sealant Fasimer µ4A }'a x a' Pop Rivet SS Insulation Not b ( y Building Manufacturer) Optional Ride insulation Trim 9 F694 of fastener line Expanalon Ridge Tape Sealant HW506 Trim F675 y}• x I' perimeter SeeHen A of Dekstrlp i}' x with sealant HW540 on lop In line with Fastener Note: ' s J _ '�'I Fastener µE }-14 z i}' U. SD - W/Washer Hl\t Down Pripet Trim F300 Urethane Tube Sealant HW540 (2) }' Beads HWS40 (1) }' Bead i Z��..- �r'1 Fastener µE - / }-f4 z 1}' U. 50 i `�Jo W/Washr 0osn H11 Parapet apt Trim F300 Urethane Tube Sealant HW540 (2) }' Beads Place the edge of the Dekstrlp over the F675 making Expansion Joint required Notes sure that the and of the Dekstrlp Is past the domhlll at 100'-0' Intervals. Tdm Lgp 0etann See GDLo1011 and GDL01012 for outside closure and Installation Informattm. edge of the Metal Outside Closure. Use Duck -Bel pliers to crimp the flange of the Expansion Lap Cover over Locate Expansion Joint between panel rms only. Trim Lap Details the Expansion Ridge Trim. U m 9 O � N n N n h 6 ym�6 m u o o ,o U lid OW K m Li a Iar 0 2 E oEW ® ❑ y Boa a h� 3a� y a rn 1O o Q S a E ¢ R ry� `VO m fn 1� Zna ❑ ❑ 1-X_Sw b in haiow� o z a u oom U OZ ; U Msfnn �i¢ O Scale: NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. Job Number. 17-6-71752-1 Sheet Number R13 Of 17 The engineer whose seal appears hereon Is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.'Ihe undersigned engineer is not the overall engineer of record for this oroiect. Double-Lok / Ultra-Dek POBe Page age Page v Transverse Expansion Slip Joint GDL09o01 Double-Lok / Ultra-Dek - Edgecraft Southern Standard and Southern TDL02001 Double-Lok / Ultra-Dek TDL05oo2 DL /LID Roof Panel - Southern Standard And Southern Large Edgecraft TDL05005 y P P care Rav Large Gutter - Fixed Without Eave Plate - Sheeted Wall B10 R6V Edgecraft Eave Gutter End Lap Installation D010 RGV Low Eave Rake Corner With Eave Gutter- 11" Wall Panel Data RGV (Distance Between Rake Supports 4" To 6") Apr'19 O6 Jul'20 Do Jul'20 00 ^ Jul'20 00 Male Rib Must Be Hand • ysea A SHP Jan' )=m At The no, Before lelereectfan Of A Rake Lire, The Fixed Field Notch Flanges Installing F269 Side of The Slip Joni Is To Be Trl-Dead Tape Seder (Notch Out Hem Leg Rho Stop Tri-Bead Tope Seder instdled On Side Whom The Rake a' x t}' Hµ504 At Northern Gutters) }' x f}' HWSD4 TrM/Terminatlon Trim Attaches To (L 6}'zt'xi'-6') Raid Miter and attach The Roof Panel. Rake Cleat F292 to End Cap with (4) Fastener OF fastener /IE Fastener giE p LaP�' Fastener #14 before Footmen ®fE Fastener g4 }-14 x 14' LL }-14 x 1 ' U. 1-14 x 11' Inside Metal Cl as (HW426) L Installing Rake Trim J-14 x 1}7 SD W er } LL SD W/Washer Trl-Bead Tope Sealant (HW5D4) (`� LL SD W/Washer LL SO W ashen At 2'-O*O.C. Transverse Slip So W/Washer (8) Z 24' Panel top and bottom. See GDLO2040 I ( 2'-0' O.C. Max. 3' O.O.V max. At 2'-C' O.C. Joint269 Cap (7) Per iB' Panel I Rake Support Angle F269 Gutter Strapt astener Q1 .R Fastener g14 HW1710 At Law System (Shorn) Roko support Angle Standard F246 (shorn) --14 x 1' n 1 }'o z a, HW7720 At High System HW7710 At Low System (Shorn) Large F289 2 Per closure) _ I 2' O.C. max. ,q HW7664 At HI-Thennd s tern HW7720 At High system attached with I (3) at Standard e (--There-Lok stemOnly) HW7664 At HT -Thermal System (3) Fastener @4 asteneer 814A 1' °o `� (4) at Large y (Double -ink Only) }-14 x (,' LL SD W/Wash r0 x sea m Dotbla-Lok/tlltra-Geis Petrel Double-t.ok/Ultra-Dek Panel (See Erection Drawings Spacing) far far 0'-O' O.C. } o!Eno CoP O • fixed Sida I ( SIIp Sida (2) Beads Urethane Fastener #14 1 ./ Tube Sealant NW540 rose 1}' Pop Rivet SS �� 1 I Eave Gutter (See Placement Details Below) �\ Shooting Angle RA1 Standard Gutter Profile Varies Sheeting Angle RAi F6520/F640ORL (Shown) Notes S$ Large F6521/F6401RL (Northern Standard Shorn) / }-14 x 1}' $man d« SD Fastener Q5 Tape Sealantstener g17A -+ 1 t' i' }-14 x i}' Shoulder SD (HW504) Between-14 x 1}' W/0 Washer At 2'-0' O.C. W/O Washer At 2'-0' O.C. Gutter Strap and W/vfasher �" r Fastener 2A 4 To V Roof Panel ,_„ Field Cut Rush Fastener 2A nel Closure Outside ..« with Face of Panel 12-14 x 1" Pom, a SD Do NOT usePanel Closure W N9tZ_ W/O Washer At Each Pudn 12-14 z i' Penwka SD Pre -Punched �. 1 or Trim, / W ee GDD6D02) ...r 2 Fastener /0 Washer At Each Pudin holes 1. Sits Joint Deta9 Is F« Transverse () 'Fastens LL "" Faetoner 81 --� S° Cap Mitered Eave Cutter Mitered Trim Movement Only. Do Not Separate Or - }-14 x }' LL SD W/Washer Equally Spam Easton« standard Brack LongiWdnTi Members. 1 So As Not To Be SD W ashen -�' ` }'xfF6412R (Sham) F640OR (Sham) F6220L (Shown) �2`For SIIp Joints That Intersect The Fastener JIE RNcelled 0 rough 1'-0'OC.'.c. fF6 1 L (Opposite) F640e L (Opposite) F�OR (Opposite)1at StandardRirjge Of Goble BuBdngs, A Ridge }-14 z i}' LL Eave Trim (17) at Large Trim Expanders Joint And Expansion SD W 2' Bird Stop f6413R (Shorn) F6401R (shorn) F6221L (shorn) /D" D.C. F2955 1'Lop Cover Must 8e Lacoted Ai The At 2'-0. O.C. p,C. Ma. Gutter f6473L (Opposite) F6401L (Oppoelte) F6221R (Opposite) SIIVJonL See Double-Lok/Ultru-Dak 'Fastener fIE Wlthaut Closure Maw P Tranavarsa Fastener g14l o Expansion Lop Cover Censtruction SIIP Transverse int rse 1-14 x i}• LL Twical Spectra o N Brewing. 1269 SD W/Wosher }'m x {b' 3'-0' D.C. i. Apply Tube Sealant to End Cap bottom and side tabs. Install At 2'-0' O.C. ) PP Y y, m 3. A En dal Is Provided ideal When Slip I End Cop End Cap at ends Cutter as required. Inspect after Installing N N Joint End Ca 19 ProMded When The }' Bead Urethane With Closum (10) 014 Fasener (13) ¢14 fastener (15) #14 Fastener and seat any gape with Tube Sealant Distance Between Rake Supports Rake Cleat Tube Sealant fastener gt4A (12) }q4 Fasten« ti o+ e Is Not 6". F292 HWMO 1'0D' O.C. 2.) Attach Eave Gutter to Roof Penal. (See Gutter Placement) 2 .ag o Male Rib Must Be Hand 3.) Field Cut Bird Stop allowing Bird Stop to overlap Rake $ .p Cs Field Notch Panel a; m �b o d' Crimped Before At End C Support Angle a minimum of 1 and attach to End Cap. a @ p n Installing F269 °p Ei 91 $ " ¢ 4.) Align edges of Eave Gutter and Rake Trim and attach Rake > a Ad Ora. Transverse Slip Joint g g 3 0 Eave Trim Trim as sham. Apply Tube Sealant along edges to seal. V Z9 ac m End Cap h To (See Note 3) 1 4 , Steel face m Panel F w vi Attach To Ewe Trim With 1 1 1 tine or Trim a 00 ® ❑ Eave strut Dr See Eave and Rake Construction Ea. G tetana Included with Erection w W (47 Fastener /SS Southern Standard Southern Large Northam Standard Northern Large Drawings for attachment of Ea a Guitar and Rake Trim to Roof (/0 2 m w }70 z f}' Pop. Rive! 55 F6520 F6521 f8122 F6123 Gutter Placement � O a and Walie. � eL 4 rn o Q a E v4 I rye m a C i �nOV: zY3Mo W U= N w r 3 wp UW aL•i U p W W h uW O usyf Q �acm>¢ O Sca/e: NOT TO SCALE Grown by. CWC B/27/20 Checked by. CC 8/27/20 Project Engfneer. Job Number. 17-8-71752-1 Sheet Number. R14 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Double-Lok /Ultra-Dek -Rake Section PBg° TDLOs005 Douhle-Lok /Ultra-Dek -Rake Section R°ga TDLOs007 Double -Lek /Ultra-Dek -Edgecraft Rake Trim End Lap Installation Paga TDlosoOs Downspout Strap Attachment Page DPo0011 Southern Standard And Southern Large Edgecraft Trim Southern Standard And Southern Large Edgecraft Trim 1}" Wall Panel PBR, RBR, AVP, Vistashadow, 8 IMP Fully Sheeted Wall Bane Rav 0aia Rav 0°'° Rax o°'° Rev Sheeted Wall Jul'20 00 Open Wall Jui'20 00 Jv)'20 00 Feb'17 03 TN -Bead Tope Seder }' z 1}• Fastener g4 TrF-Bead Tape Sailer }' z {}' HW504 }-14 z }' LL SD W/Waeher 3' O.C. Mac HW504 Fastener /tE (Trim Colon far placement yy }-14 z a' SD6W/Washv Fastener /tE }-14 x 1}' LL SD W/Washv see details haloes) Fastener (i) at F7B7 Downspout Scrap }-14 z i}' LL SD W/Waeher At 2'-0' O.G Ig1E }-14 x 1}• (2) of FB1, F903 and flB29 F797 - 3}'x4' and 4'x5' Downspouts Ai 2'-0' O.C. Fnstenv /12A LL SD W/Ylaaher fastener $14 F81 - 6'x6' Downspout fastener /2A 12-14 x i• Pancake SD W 0 Washer Requirod at ;.k r V m 0 to h 0 APPROVER NOTE: PARAPET CANOPY SHOWN IS NOT BY CECO m 0 0 0 o o h N h Q 1 c For N ✓N CX RBR And Wall �¢ V i L J p aM 9c$1 l< 12, U v p a: Zoo. N\�\\°��00 43a� m o O E u `OV zno ❑ V 0 i LL vi rV`J LdEioW +�.. v l ¢ a¢ 0c IN or Fastener O Scale., NOT TO SCALE Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. Job Number. 17-8-71752-1 Sheet Number R15 Of 17 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. = Press Broke Downspout Layout 6" x 6" Pegs DP00030 Parapet Cap Trim Detail PBR, PBU, AVP, RBR &RBU Wall Panel Pape G015001 Double-Lok! Ultra-Dek Endwall Parapet (Beginning) Page GDL23020 Double-Lok!Ultra-Dek Endwall Parapet (Ending) Page GDL23021 oats Rev °'° R0° o°'° R°� D°'° R°� Apr'19 02 Feb'19 03 Apr 07 07 Apr'19 07 2' To 6' 2' To 6' Far Dimensions > 6' To 10' (6) Fastener A4 One bead °f Tube }-14 z b' U. SD W/Washer Sealant at lap See Erection Drawings Sae Parapet Cap Trlm Detotl Sae Emotion See COL23022 CD150O1 Far PBR, PBU, AVP, See Parapet Cap TrM Detotl Drawings Panels GD PBU, _ r'uflar (Pr°>ne (4) Fastener At4 W75002 FvUShadowR@ RBRiMd RBU�Wdi Pand G015002 For Mo }' z {j' Pop Rive! Wall Panel WodP Y very) Fastener �18 Optlond Outside u net }-14 z i}' SD W/0 Washy wall PBR, PBU, AVP, Vistashadow, RBR, RBU Panel Fasteners Wall Fasteners Member Screw Fastener f17A 12-14 x i}- fb' Hex Washer Head w/washer Roof fasteners Long Life (Optional at Wag) Member Screw Fastener f3 12-14 x i}' f8' Hex Washer Head w/washer Member Screw Optional Member Screw Optional Fastener f17B Fastener f3A 12-14 x 1}' 12-14 x if' 1b' Hex Washer Head {1' Hex Washer Mead w/washer w/wo.her Member Screw Optional Fastener f28 12-14 x 2' Hex Washer Head w/washer Member Screw Optional Fastener f58 12-14 x 2' {}' Hex Washer Head w/washer 3AUNtE) ' Stitch Screw Stitch Screw Fastener f4A Fastener f4 1-14 x r 4-14 x f' Has Washer Head 11" Hex Washer Head w/washer w/washer NOTE Refer to bill of materials for specific jab requirements Fasteners BattenLok HS / SuperLok and Double-Lok / Ultra-Dek Sbru,hnal Fastener Obindl Fastener ft }'-14 x I' (}' Hex Washer Head w/ Washar 111111111i. Fastener f5 1'-14 x i}' Shoulder DP2 &' Hex Washer Head RnHenLok/S,Mst,k panel CH, `crew Insulation-r Material >e}' Fastior F55 12-24 x 1}' OPS t1•' Hex Washer Hand CJL- Insulation > 4' Material < }' Fastener #IF }'-14 x 1}' Driller Hex Washer Head w/ Washer insulation S 4" Material < 1" Fastener fto }'-14 x i}' tb' Hey, Washer Head w/ Washer Roof Member Screw Lane Life Fastener ftE - }'-14 x tj" }6' Hex Washer Head w/ Washer Optional Stainless Steel Faelww #1135 - 1'-14 x 11' 4' Hu wtlsher Hood w/ 'lY a Insulation < = e Material < }' Fastener JIB 1'-14 x i}' {S' Hex Washer Head BattenLok/ SuomLok Pallet a Screw Insulation > 4- Material > _ }' Fastener f70 12-24 x i}- DP5 j}' Mo. Washer Head Doubie-Lek AllM1w-Dek Panel rho Arr_ Insulation < - 4' Material > e }' Fastener p67 [q. ]1�1111I,2-24 z�11" OPS Hex Washer W Washer NOTE Refer to bill of materials for specific job requirements Roof glitch Screw Los, Life Fastener f4 - }'-14 x r 47 He. Washer Head w/ Washer Optional Stainless Steel Fastener f4SS - }'-14 x }" Hex Washer Head w/ Washer Insulation > e Material < }' .Fastener #142 }'-14 x IJ7 Oriler 4" Hex Washer Head Insulation <-4' Material <}' Fastener fl }'-14 x Y Hex Washer Head w/ Washer Insulation > 4- Material > ®}' Fastener f69 12-24 x 13. OPS Hex Washer Head err Fastener f17 12-14 x 1' SD W/Washer fb' Hex Head Various Fasteners Fastener 138 }-14 x }' SD W/O Washer J' Hex Head r1I111111VI.. Fastener 112A 12-14 x 1' Pancake So W/o Washer (Itlillltjl` Fastener f55 Fee'" f10 12-24 x 1)' SD DP5 W/O Washer 12-24 x iJ' SD DP5 W/O Washer 11, Has Head A� Hex Head Fastener #76 12-14 x Y SD W/0 Washer f}' Hex Head Fastener fill 12-24 x 11' Pancake SD OPS W/o Washer Fastener f61 12-14 x 1}' SD W/O Washer tb' Hex Head NOTE Refer to BID of Materials for Specific job Requirements Fastener #142 1-14 x if SO W/O Washer {1' Hex Head Fastener JIB 4-14 x 1}' SD W/O Washer J* Hex Head Fastener #46 1-14 x r LL ST Type B W/Washer J' Has Head Fill IlllJllu Perimeter Trim Reference Page Perimeter Trim Reference P.O. 1p.ge Paae Double-Lok /Ultra-Dek TDL00002 Double-Lok /Ultra-Dek TDL00008 Fasteners G000004 Tape Sealer And Tube Sealant 600005 oJul'20 R o0 DJul'2o Roo oJul'17 R os 0.1e Apr'191 R.v 05 Edgecraft Southern Large Trim Edgecraft Trim Fastener and Sealants Fastener #14 Fastener #14A Fastener #24 TRI-BEAD TAPE SEALER HW504 FLAT TAPE SEALER HW507 TAPE STALER -SWAGED HW515 fl X 2(' X 6- 1/B' x 3/18' Pop Rive! sees 1/8' x 3/8' POP Rivet e x 5/B' X a" X 25'-0' A- X }- X 50'-o- 6 Gutter Gutter Lop Gutter End Cap Expansion Cover/Cap Cutter Clip Save Box Trim Save Tom Lop Panel Clip Closure 24 F6521 - F6401RL 2' La p F6413RL F6405 F6409 / F289 F6475 2' Lop Var(ea HW430 TRIPLE BEAD TAPE SEALER HW502 FLAT TAPE SEALER HW506 ram'""µ 1-14 x 1' 0' so WManr (5) Fastener f14 /'-0" Tube Sealant Panel Clip Screw (2) Per COP (9) Fastener TIE }-14 x 1}' LL Fatm µ }-t4 x i 4'-10' Tube sealant (13) FoNwwr Ft4 V-11- Tubs Sexa,t (v) F.I. p4 (11) Fmtmor p4 Tr1n Cola W Fe.w N 1-u x LL so W/Ywxw )awrner LL SD W/s/awhw Tbn War Tan nWor O) Falsie N R xacda So W aeher Stainless Steal Stainless Steel Nabbed Driller �� BattenLok HS RFe..1 a0. Rwl cover !-1{ • LL W/woLr a Foexar Ne 1-14 S j Par Panel 4'-8' Tape Sealant Superlok Fastener 435 Fastener 1143E W44L r� xxxunko � Fastener "`---ttt___}}}��(IYYPPPpRlllh����� rb' X ?,�" X 20'-0' X 1' X 45'-0' -` URETHANE TUBE SEALANT TAPESEALER NON-SKINNING BUTYL TUBE (VAPOR SEALANT) HW512 Rake Back Rake Lop p Rake Co On Mod Ra p ( ) 0 Rake Cap (Off Mod) Peak Box ;a f14 x i i/8' O.D. Member Screw (Long Life) LT.P, Stitch Screw (long Life) Rake Trim End Closure Sip Joint End Ridge Flashing Ridge Closure Closure 18 3 F6327 2' Lap Fz332/F6025RL F233]RL/F6025RL F8229 Bonded Washer 1/4" 1/4'-14 % 1 1/4' 1/4--74% 7/8' F2337J./R F290.5 F675 F679 HW432 5/i6" Hex Washer Head 5/ill' Hex Washer Head k Fatwa FIE 1'-Y Tube Y-e• Tube Tube Seclmt (3)J-14. FM 2'-6' Tape Sealant (4) Fastener ft4 }u x T u m wAra.w 4'ro' Tube Sealant (s) Fmlemr µE 1-u x ti' U) Fo.lmw p4 (6) Fmtwa Fla (4) Fastener p4 1-14 x T W/ i i/B' O.D. Washer W/ 1 1/B' O.D. Washer LL m W/Wahr 2'-lY 0.G er 0 (1) Fastener mlwx Z orda,l TNn toles (3) Faterwr µ (3) Tft ww m w/wnehr Trim War (2) Fastener f1 Tdm Color Tdm Color (s.. ammo to w.wxw) (la)wtes (12) Fastener f4 }-14 x {' LL 1-14 x 11' LL sD W/W.N,er HW540 (White) ) Tan cda LL Tnkn, fclx err 1•(Y T04 emSWant ey:'W' Swewnl 50 W/ylaxher Trim Color Per Pawl W-2- Tope SO.M Fastener 4226 Fastener #226 �' Fastener #271 HW541 (Gray) HW542 (Bronze) Note: 2V-O' per Tube at 1/4' Bead '�rraa 32- X tp" X 4' IMP7100 (WHITE) Note: 12'-6' per Tube at 3/8" Bead _ Bowe HkA 5Me Rake High md' � 2" WIDE X 24 GA. FLEXIBLE MEMBRANE (EPDM) d�� r� 1 � STRAPPING m .i. �� 3/16" z 9/16' Closed End Rivet IO x z High Side High Side Lap Outside Comer Inside Comer Expansion Cover Floating Simple Eaves Flat Ewe Tdm Parapet High Side Trawane Joint F6139 - F8087RL 2' Lap Right as Shown Field Work High Side - F6106 F2952 F1955 H Standard F749 NI -Thermal F326 F270 Fwwew N :e-r Tub. seswit X-11• Tub. Soxxit Y-11' Me seams - HWsar na4 seer 11--N ,1' U. SD W/MWw (a. .me (te)) FeNma FI4 (4) F-twwr /14 (4) rmtnr f14 (10) FmiMa /14 6' Tube Sealant ' TUM S xilul fa W TWe swoon la fl T-er NM riebnt (2) rmbbr 44 a 1'-0' Tub Swlml (2) Fmlwxr /F44 Gramme! Washer et Trim Trim Screw Screw p.me � (3) FnNe,a 14 (4) Fwt.w N (3) Fmiwr F4 (3 Fulwa F4 Fastener fw (2) F14 2• Lee (5) µ t/4-14 x i' LL (1) rule_ Fis so }tt x 9 w ea 1-14 x r LL So WMubr 1-14 x i LL so W/Mwbv 1-N a �' LL SD W/Nabw i-1, x i LL SD W/WaNer }-14 x So W/W.A., } 1'-o a.0 pr N{ 3'-0 /M 5a W/rlaWr ryr tap 1-1{ x i1'.LL sal W/wWw Fastener HW399 1p 'r Ton Cda I. Cda Trkn Cda Wkn Cda TOOCea (2) Fastener f 14 per 2' taD crown flM V' x ./Shwa. t Sew Fwle_ µ 1/4-14 x LL so f/A=/ t'-o ac okn Sew pr 2'top rulwwr /te sr • ac Sow caw py�lap Rho Tdm color ,¶n DEKSTRIP 7' WIDE = HW5228 DEKSTRIP 9' WIDE = HW5227 � I F _ �dll�II��j7, DEKSTRIP 12" WIDE - HW5229 DEKSTRIP'18- WIDE = HW5226 l tend Outt. mile mewr orti. atla 1� COLOR - Gray e FL470 - 25'-0" Roil a HW520 - 16" x 50'-O" Roll Rok.d RrAs au . fe x 1' Rubber Grommet 1/4' Hex Head w/ Washer SCREWS 2' D.C. MAX. PERIMETER TAPE SEALER BOTH SIDES URETHANE TUBE SEALANT HW540 EACH ENDlawr TERM NA710N STRIP HW5305 EACH Gaivalume Plus Only a FL471 - 100'-0- Roil Goivolume Plus Only a FLSB9 - $OD'-D" Roi(fY)Foabna GoWalume Plus or - HW521 - 2e x 50'-O' Roll Outside Comer Inside Comer Outside Comer Inside Comer To motor; Tdm Parapet Rake Trim Rake Cleat Tom Rake Slide Tom sack -up Plata Right as shown Field Work Field Work Field Work izi ew swlont F300 t-o• Tw swa,i F292 4• Tub. swwnl F215 s-o' Tue. same z'-n- Tune swat D2) Fmtwr Y-n• Tom. seam! (/2) Faelena z-n• Tuw s.mp,t 02) Fawe.,a N b) FMwwr /IM Fwu�., (t) Fab_ NE Fastener f4A }-14 x r so W/Waeh.r 2'-0' WIDE HW7/60 WIDE Netr. F14 (2 Fa.lana µ Fla Tan rya FI4 Tm, cola Fla Mn aria . so w/www New. tE r r1-14. n> N }14 x T LL so _/Wan. 1_14 x A• u, ep wrp.,,b,t -o' o.a i'-6' NW7769 Refer to bit of mateials for END (1' Wide % 4'-0" Long Aum.) White Wash Coot NOTE: J.14 x ; - LL 5o w/wwwhw ov � pw Y by THm color s ecific 0 Job requirementsfor Refer to bill of materials sow/vro.nap• up Sow pyy specific job requirements I. Cew Sea c U 0 m 0 0 o ,• N g0q4S U c `c '� a Si y `e a og c rn E8� @ a0� V Zi ac L w W b r, W 2 ml+�.w ® ❑ ('n ooa 3 1 Q. �a an a E Q 14 N _F ro a` o 4 m z�MO 0 U cois�'LL V w ' W s b �UW w .. E N �w Scale: NOT TO SCALE CWC CC [Jab Number. 17-B-71752-1 I 15heet Number. R16,0f 17 1 appears hereon Is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. ti F81 6" x 6" �N F482 Framed Opening Jamb Trim 6utY' IF2994 Channel Closure Trim F82 Termination Trim 53' Sym. r 4T F675 Expansion Ridge Trim Varies M�� M F3530 Parapet & Fascia Cap Trim IL:ra F215 Rake Slide Trim F679 Ridge End F3531 Parapet End Varies F269 Transverse Slip Joint Cap Eat S Varies F3535 Armin 4}" r NEF F848 Framed Opening Sill Trim F6025RL Rake Trim End Cap F292 Parapet Rake Cleat F895 6" x 6" 0 F6221RL Mitered Rake `µE Varies F300 Parapet Rake Trim F898 6" x 6" Downspout 45' Kicker N F407 F460 1" Base Trim Spacer Trim F981 Channel Closure Trim O N Voriee F6401RL Mitered Gutter O F2914 2i Low Eave & Rake Spacer Trim F6413RL Gutter End =m M ': L2r F481 Framed Opening Head Trim 3� im F2955 Flat Eave Trim xoTts B -'neci as n WW: ma w-rt. m xuEn-a->tTea m..,a.w w+.uaam ra:e. (a,,.aa) x m+ nabaa x a. tm- W W a..m rarmaa REACTION NOTATIONS e a� s � A LNE— Ja' HL— K CdLIW.. lDAO n4WP NL K MIL !a K Da. NL K Lfa HL K lNL HL K lllL K K IIlL w a¢ vs au no ffiT au ¢0 2¢s ¢o au +m ao ao iml ¢o n¢ wa uu to ¢a na ao no n.a a¢ a¢ +m no ¢o ¢s ao ao na na a¢ uo ao Nom. � an rot rmtmal n nRI]rvPnn! a W Mn 4xamax aced Wad (GAetaal. SYI, mtl PaNIMn Wadx HEutlad) YL Yaam4a LM tootl 1) THE REACTIONS PRDVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAIUNG. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS VALL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAIUNG. 2) 714E REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). ¢)A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b)RIGID FRAMES (I)CABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE (2)SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE C) ENDWALLS (1)LEFf AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE (2)INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. a)ANCHOR RODS ARE ASIM F1554 Dr. 35 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT GRAINING. Q X-BRACING (I) ROD BRACING REACTIONS HAVE DEEM INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES. WHEN X-DRACING IS PRESENT IN THE SIDEWAU. INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RDUPEQ AND RDDWEO) 00 NOT INCLUDE THE AMPLIFlCAMON FACTOR, IL (3)FOR CANADA BUILDING CODE (NBC), WHEN X-DRACING IS PRESENT IN THE SIDEWALL OR ENOWALL INDIVIDUAL LONCI7UDINAL SEISMIC LOADS (RDUPEQ a: RDDWEO) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT -PERIOD SPECTRAL ACCELERATION RATIO IaFS40.2) IS GREATER THAN 0.45, REACTIONS ARE AT A b)FOR IRO CODES. THE STRENGTH LEVEL AND c)FOR NBCC CODES, TH CONTAIN THE R,?Ra F THE USED AS 2012 R OF 1.0. A AAXIMUM' LOAD COMBINATION D REACTIONS PROVIDED MAY BE ETERMINE THE APPLICADLE PROCEDURES AND ALLOW FOR /2! Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may vold these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturers drawings and design data affirms that the manufacturer has correctly Interpreted and applied the requirements of the order documents and constitutes Bulider/Contractor acceptance of the manufacturers interpretations of the order documents and standard product specifications, including Its design, fabrication and quality criteria standards and tolerances. (April 2010 Section 4.4.1) Code Official Approval - It Is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Bulider/Contractor Is responsible for securing all required approvals and permits from the appropriate agency as required. n uIS (ding Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and Installed by the erector (April 2010 Section 7.10.3). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (April 2010 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any Interface between materials If furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Cade and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not Indicated on these drawings. Foundation Deslan The Metal Building Manufacturer Is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated Items embedded in the concrete foundation, as well as foundation design for the loads Imposed by the Metal Building System, other Imposed loads, and the bearing capacity of the soli and other conditions of the building site. (MBMA 05 Sections 3.2.2 and A3) Ceco Building Systems unsw AND .mumsa+Aencw uroxWW Acacw A.a VIAI1rw =7 A.a DV n I00 RED 6P. aos Naito wEf AOaCr YCWIL Na 1NO? 27[ t m wP nfASANr. N naAE&RD a lie nao�R 94W I � (21I;;= W (316) 107- ! zul�icr-ruu Ouv nab SVn=R£RP MnM mF IX/611bLS OR A5 XOWT CONCONwa 11XW =DULDWa ENGINEERING DESIGN CRITERIA Budding Code ...... .,.... I........ FLORIDA BUILDING CODE, 6TH EDITION (2017) Building Risk Category ............ Normal (Risk Category II) Roof Dead Load Superimposed ............... 2.70 psf <Bldg A) 3,30 psf <Bldg B) Collateral „ '5, OD psf (0.00 psf Ceiling 5.00 psf Other) Roof Live Load .................... 20.00 psf reduction allowed Wind Ultimate Wind Speed (Vult) ... 160.00 mph Nominal Wind Speed (Vasd) .... 123 mph (IBC sect Ion 1609. 3. 1) Serviceabitity Wind Speed .... 87 mph Wind Exposure Categgory C - Internal Pressure Coef (GCpl) 0118/-0118 Wall Loads for components not provided by building manufacturer Corner Areas (within 10,00' of corner) 57,34 psf pressure -76.45 psf suction Other Areas 57, 34 psf pressure -62.11 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Mezzanine Mezzanine Loading #1 - From 0.0 ft to 106.33 ft from SWB. Live Load 11................. 50 psf Dead Load ................... 50 psf Collateral Load ............. 5 psf Partition Load ,,,,,,,,,,,,,, 10 psf Mezzanine Loading #2 - From 0.0 ft to 42.33 ft from SWD. Live Load I,,,,,,,,,,,,,,,,,, 125 psf Dead Load ................... 50 psf Collateral Load ............. 5 psf Part I tIon Load ,,,,,,,,,,,,,, 10 psf Special Loading Big Fan #1 - 40,0 ft from SWD and 40.0 ft from EWA. Big Fan #2 - 110.0 ft from SWD and 40,0 ft from EWA. Big Fan #3 - 40.0 ft from SWD and 80.0 ft from EWA. Big Fan #4 - 110.0 ft from SWD and 80.0 ft from EWA. DEFLECTION CRITERIA The material supplied by the manufacturer has been designed with the following minimum deflection criteria, The actual deflection may be less depending on actual load and actual member length. BUILDING DEFLECTION LIMITS ....... 1 BLDGS-A&B -------- Roof Limits --- Rafters ----------Live- L/------- ISO Snow, L/ N/A ServIceabi t l ty Wl no, L/ 180 Totat Grav lty, L/ 120 Total Up I A, L/ N/A Frame Limits Sldesway ------------------------------ LIveI H/ 100 Snow, H/ N/A Serviceability Wind- H/ 100 Seismic Drift, H/ N/A Service -Level Crane- H/ 100 Download panel installation manuals from: Portat Serviceability Wind, H/ N/A S www.nclmanucis.com Total Grav I ty, H/ 100 Service Seismic- H/ N/A ❑ --------_ Watt -Limits---------- — ------ - Limit D ue [as anuales de instalaci6n del panel desde: www.nciw.ncimanugis.earn Total Wind Panels, L/ 60 Total Wind Gls- L/ 120 Total Wind EW Columns- L/ 120 Spandrel Channels, L/ 360 BUILDING DESCRIPTIONS Building ID Width Lenth Hei ht Slo e BuildingA 150'-0 100'-0 25'-0 .12 Building B 25'-0 25'-2 24'-11 .12 r0 A325 BOLT GRIP TABLE (UNLESS NOTED) GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. 0 TO 9/15" 1 1/4" F.T. Over 9/15" TO 1 1/16" 1 3/4" F.T. Over 1 1/15" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/15" 2 1/2" Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F.T. DENOTES FULLY THREADED Purtims Panels 150 60 N/A N/A 120 60 N/A 60 The Service Seismic limit as shown here is at service level loads. Quality Metal Building Systems From Your Construction Professionals MBMH A m�asuum ono+ raw APPROVED os.,a®nm = ooanle uw saAEALp(. users ® MIAM4 d, vox _Ms" uL w� ftb>E SDwARA S A rc AelYl, awn ® W. e--ulX WW Y.t, PA tNalAIF�Mpt HS eaotme)Rn(tt agA2E--ux SW w DAnuatw Na SeA uw Eft>.I PA PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, or ASTM A1011 with 55 ksl min. yield, except flanges wider than 12' and thicker than 3/8', all flanges thicker than i', and all webs thicker than 3/8' are 50 ksl min. yield. Rod X-bracing gcgonforms to ASTM A529 or ASTM ExtrawHl gb50 gh-Strengthngrade �dHotarottedle bstructural shapesconforms oconform4to ASTMrand A992, ASTM A529, or ASTM A572 with 50 ksl min, yield. Hot rolled angles, other than flange braces, conform to ASTM A36 minimum. Round and rectangular HSS conforms to ASTM A500 Grade B, Cold -formed steel secondary framing Members conform to ASTM AIOII or ASTM A653 Grade 55 with 55 ksl min. yield, For Canada, material properties conform to CAN/CSA G40,20/G40.21 or equivalent. All bolted joints with A325 Type 1 bolts are specified as snug -tightened oints In accordance with the most recent edition of the RCSC Specification or Structural Joints Using ASTM A325 or A490 Bolts, Pre -tensioning - methods, Including turn -of -nut, calibrated wrench, twist -off -type tension -control bolts or direct -tension -indicator are NOT required, Installation inspection requirements for Snug Tight Botts (Specification for Structural Joints Section 9,1) is suggested. Design criteria as noted Is as given within order documents and is applied In general accordance with the applicable Frovislons of the model code and/or specification indicated. Neither the metal building manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may opp ly or for site specific parameters, The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project, This metal building system is designed as an Enclosed Building. Exterlor and/or operable components including, but not limited to, doors, windows, vents, etc. ('Components ) must be designed to withstand the required component and cladding wind pressures specified by the building code. In order to maintain the metal building system's Enclosed Building condition, all Components shalt be closed when wind velocities reach half the designed wind toad for the metal building system as shown on the drawings and design criteria documentation. Failure to maintain the metal building system's Enclosed Building condition will violate and void all warranties and certifications applicable to the material supplied by the metal building manufacturer, Framed openings, walk doors, and open areas shall be located In the bay and etevatlon as shown In the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. Roof and watt panels have been designed In accordance with section 2222.4 of the Florida Building Code. Product approval numbers for the State of Florida, Department of Community Affairs per Product Rule 96-721 1, Panel Watts FL11917 PBR 22, 24, 26 and 29 gauge walls 2. Roofing Products FL11819 DoubteLok 22 and 24 gauge roofs, 12', IS' and 24' wide This jobsite Is located In a hurricane prone region with wind speeds of 130 mph or greater, In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided by the metal building manufacturer shalt be protected by Impact resistant coverings. The material may include but is not limited to 7/16 structural wood panels as prescribed by the local buitding code. The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material acting as the Impact resistant covering by others and attachment to the material provided by the metal building manufacturer. This structure has not been designed to withstand the additional Internal pressure required by Code as a partially enclosed condition in the absence of Impact resistant coverings. X-Bracing is to be installed to a taut condition with all slack removed. Do not tighten beyond this state. Using 8 x 8 save gutter with 6 x 6 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 33.76 feet with the first downspout from both ends of the gutter run within 2,0 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the build Ing code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 11 In/hr rainfall Intensity. The application of mezzanine loads different from those described below could void warranties and certifications as they apply to the material supplied by metal building manufacturer. Mezzanine Loading #1 - From 0.0 ft to 106.33 ft from SWB. Dead Load 50 psf Live Load 50 psf Collateral load 5 psf Partition load 10 psf Mezzanine Loading #2 - From 0,0 ft to 42.33 ft from SWD. Dead Load 125 psf Live Load 50 psf Collateral load 5 psf Partition load 10 psf Any mezzanine stair toads shall not rest on material by metal building manufacturer. Drawing Index Page Description F7 Anchor Rod F2 Anchor Rod Details F3-F5 Reaction Drawings E1 Cover Sheet E2 Primary Steel BLDGA E3 Mezzanine Details BLDGA E4 Primary Steel BLDGB E5 Roof Framing BLDGA ES Roof Framing BLDGB E7 Roof Sheeting ED Sidewall BLDGA WALLSW8 ES Sidewall BLDGA WALLSWD E10 Sldewali BLDGB WALLSWD Ell Endwall BLDGA WALLEWA E12 Endwall BLDGA WALLEWC E13 Endwall BLDGA-8 WALLEWC-EWC E14 Endwall BLDGB WALLEWA E15 Endwall SLOGS WALLEWC E75 Parapet Sheeting BLDGA WALLEWA E17-E22 Main Frame Cross Sections E23 Connection Detail E24 Iso Trim Rt-R3 Erection Guides R4-R16 Construction Drawings R17 Trim Profiles _-r •_ e U Ca v IZZ a v u Scale: Drawn bi,. r X r`w oa 00 0 E N N 4r in NJ L Z Yy+A� ow J O I+� W T 4 x<Wu W G a V-1W o oom c in U w� I� 3 c UaN>QC NOT TO SCALE CWC 8/2 Project Engineer MWM Job Number. 17-8-71752-1 Sheet Number. E1 Of 24 I The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of record for this project. U, P.E. C V O 1P 1P 1P WIOX22 WBX10 MID MID WIIX10 WBX10 N N O O N N 3 r3 r5 � 3 3 i N O BLO'G "B" e w m O tN N x X o; po�pp n y5N qq P w � •a O W o OO 2pW W FOR. N N �002 3a� � a a a �F OI.D'G "A" z T3 n � ❑ ❑ � o=Jo v to ba APPROVER PLEASE VERIFY STAIR FRAMING LOCATION OW �< m 00I a' o 0 y I" o x oMor .c £ 0 9D X F.1 X G.1 H.1 K.1 �MW QO Scale: NOT TO SCALE Drawn by. CWC 6/27/20 T Checked by. CC 8/27/20 _ 22'-4" 23'-S" 25'-B" °- 16'-5" o" 14'- 0" 25'-0" 17'-10" Protect Eng/neer. MWM I�+I— VV — — — M — — i — — — — — C— — i — — — — — Job Number. 17-B-71752-1 I xo M o - M rMl 0 - M xo M 0 Sheet Number. E2 of 24 a w o GE W The engineer whose seal S 2S WI X2 5X 1 W1022 14 2 4 22 W 5X S appears hereon Is an employee for the manufacturer for the 'a materials described herein. Sold GE n GE seal or certification Is limited to the products designed and N xonly.The manufactured by manufacturer undersigned engineer is F122 not the overall en ineer of record for this project. 35 P ES ® '- 0. . = 70' 0" 'a - B PAS® 1' " i' 10" 2 SF AC 2' 0" .C. = 2'- " Yuangang (0111) LI, P.E. n 2' 0" O.0 =1S'- n Florida P.E. 57621 x N a I x N W 3 !23 GF Wt GG GH GI I J GK L GM 1 X2 WI X2 4X 2 Wt 22 WI 22 0 35 W10 35 1'-2" 22'-4" 23'-S" 10'-0" W-B 1B'-S S'-i 23'-S" 2.-4 T—V 2 EWC EWC r-t� � � � � � � � IIIIIpIINt1/u/yp��, E h,�••�`I`���4 SWD OJ`�Q'��•�•�G ;�J.'4 F•.. 67621 ,k EWA 91a KEY PLAN 5WO PRIMARY STEEL LOCATION PLAN �"T..7•_. ��M•� (..i1 n=• ,,, {{ '�"",]�%'•.r STATE OF 0 EWA ,',���i;OIMA4 `wv�,,, SPLICE BOLT TABLE CONN. OTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) X 2" A325 B&N 0 0 (2) X 2" A325 B&N 0 0 GB (2) 7} X 2" A325 B&N 0 0 (2) X 4" A325 B&N 0 0 GC (2) X 1i A325 B&N 0 0 (2) X 1i A325 B&N 0 0 GO (2) 1 X 3J A325 B&N 0 0 (2) J X 1i A325 B&N 0 0 GE (3) X 1i A325 B&N 0 0 (5) X 1i A325 B&N 5 0 OF (4) J X 1i A325 B&N 0 0 (B) J X 1i A325 B&N 1 0 GG (4) J X 1i A325 B&N 0 0 (0) J X 24 A325 B&N 15 0 (4) J X 1i A325 B&N 0 0 GH (4) X 1i A325 B&N 0 0 (S) X 2} A325 B&N 12 0 (2) X 2" A325 B&N 2 0 (3) J X 1i A325 B&N 0 0 GI (3) J X 1i A325 B&N 0 0 (5) J X 24 A325 B&N 12 0 (3) J X 1i A325 B&N 0 0 GJ (3) J X 1i A325 B&N 0 0 (S) J X 2} A325 B&N 12 0 (5) } X 2" A325 B&N 0 0 GK (5) J X 2" A325 B&N 0 D (4) J X 2" A325 B&N 4 0 (3) J X 1i 25 A3B&N 0 0 GL (5) J X 2" A325 B&N 0 0 (10) J X 2} A325 B&N 20 0 (5) J X 2" A325 B&N 0 0 GM (5) J X 2" A325 B&N 0 0 (10) J X 2; A325 MN 1 0 GN (3) J X 2" A325 B&N 0 0 (5) J X i}t A325 B&N 5 0 MA NOTE.- (D MEZZANINE LOADS MEZZANINE TOTAL LOAD— 115PSF MEZZANINE LIVE LOAD— 5OPSF MEZZANINE DEAD LOAD— 5OPSF MEZZANINE PARTITION LOAD— IOPSF MEZZANINE COLLATERAL LOAD— 5PSF ® FLOOR DECK SHALL BE 1.5FD 22 GA. G60 (3) EDGE ANGLE SHALL BE 4 X 4 X 114 ANGLE ® TOP OF SLAB ELEVATION 18'-0" A.F.F. ® TOP OF JOIST ELEVA7ON 17'—B" A.F.F. S TOP OF STEEL ELEVAT70N 17'-5 112" A.F.F. © JOIST SPACING — 2'-0 ox. (MAX.) ® MAXIMUM JOIST DEPTH — 20" © JS — DENOTES JOIST SUBS77TUTE QO THE STEEL FORMDECK HAS BEEN DESIGNED BY CECO BUILDING SYSTEMS TO CARRY WET CONCRETE AND CONS7RUC77ON LOADS ONLY. REINFORCEMENT FOR THE CONCRETE SLAB TO CARRY DESIGN LIVE LOAD IS THE RESPONSIBILITY OF OTHERS. 01 MARKED END OF JOIST DENOTES TAGGED END 2" E70xx ELECTRODE 2" JOIST MUST BEAR A MINIMUM OF 2 ON THE STEEL BEAM/BEARING PLATE ALL BRIDGING MUST MEET SJI REQUIREMENTS. Decking attachment spacing per pattern —% Bar joist, edge beam or joist beam 2" - Lap Decking Endlan W16h 0-5 MEZZ. 4 Engineer to specify decking attachment Attachment pattern : 3615 Pattern Support Attachment Type: Screws Support Diameter: G5 12-24 X 1 114" SO SD OP5 W/0 WASHER Side Lap Attachment Type: Screws Side Lap Diameter: # of Side Lap Fasteners Per Span: 2'-0" O.C. Section "M1" c U 0 'C N 6 w b C) CP C a ti 0_ WlOX22 c, e ui `e2a ° o ¢ 5 O n' 4, '� O O M a C Si Q 3 oE of °j wui 2 wow ®❑ �o'a o�N0 � a 3a0 BLD'G "A" m o P a y E `V 11❑ z M 0 O W N � U woow a luO DOm c J WoW 3 U M! O W10X22 Scale. NOT TO SCALE V Drawn by. CWC 8/27/20 Checked by. CC 8/27/20 Project Engineer. MWM Job Number. 17—B-71752-1 CD `—� - Sheet Number. E4 Of 24 The engineer whose seal appears hereon is on employee for the manufacturer for the PRIMARY STEEL LOCATION PLAN materials described herein. Said seal or certification Is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Yuongong (Bill) LI, P.E. s STATE OF •�i�t