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B16-1413 047-540-002
04;;� UP&ITTAffo A DMSION OF NUCOR CORPORATION • REW/ BSW BUTTE Building Erection Notes %.00irmnv 1) The general contractor and/or erector is responsible to safety and properly erect the metal building system in conformance with these drawings, OSHA requirements and metal building system in conformance with these drawings, OSHA requirements and either MBMA or CSA S16 standards pertaining to proper erection. This Includes, but is not limited to, the correct use of temporary guys and bracing where needed for squaring, plumbinAUGg, and securing the 17 structural and secondary framing. Secondary wall framing members (girts or bar joists) ars not designed to function as a work platform or provide safety tie -off attachment in accordance with OSHAuirements. DEVELOPMENT Secondary roof framing members (purlins or bar joists are not designed to provide safety tie -off attachment in accordance with OSHA requirements. SERVICES 2) A325 & A490 Bolt tightening requirements: t �» It is the responsibility of the erector to ensure proper bolt tightness in C accordance with applicable regulations. See the RCSC S2tcification for l Structural Joints Using A325 or A490 Botts or CAN/CSA S16 'Lknit States Design of Steel Structures" for more information. The following criteria may be used to determine the bolt tightness (i.e., 'snug -tight' or 'fully-pretensloned', unless required otherwise by local jurisdiction or contract requirements: B) All A325 bolts in primary framing (rigid frames and bracing) may be 'snug -tight', except as follows: 'Fu1M-2retension" A325 bolts if: a) Building supports a crone system with a capacity greater thon 5 tons. b) Building supports . machinery that creates vibration. Impact or stress -reversals on the connections. The Engineer -of - Record for the project should be consulted to evaluate I for this condition. c) The project site is located in a High seismic area. For I IBC -based codes. 'High Seismic Area' is defined as I "Seismic Design Category of 'b', "E or OF. See the 'Building Loads' section of this page for the defined E seismic design category for this project I d) Any connection designated in these drawings as 'A325 -SC". [ "Stip-Critical (SC)" connections must be free of paint. oil, [ or other moterials that reduce friction at contact surfaces. I Galvanized or lightly rusted surfaces are acceptable. I C) In Canadg, all A325 and A490 bolts shall be "fully pre -tensioned', except for I secondary members (purlins. girts, opening framing, etc.) and flange braces. D) Secondary members (pudiins, girts, opening framing, etc.) and flange brace a always be'snug-tight',unless indicated otherwise in these corrections may aye drawings. 3) The metal building supplier shall be notified prior to any field modifications. Modifications shall be approved by the metal building supplier before work is undertaken. 4) Common Abbreviations: a TYP UNO - Typical Unless Noted Otherwise f SiM - Simi'{ar b SLV - Short Log Vertical g NiC - Not In Contract c LLV - Long Leg Vertical h SL - Steel Line d NS do FS - Near Side and For Side i N/A - Not Applicable e OA.L. - Overall Length j MBS - Metal Building Supplier 5) Construction loods shall not be placed on any structural steel framework unless such framework is safety bolted. welded, or otherwise adequately secured. �M/ _s shall not be used as an anchors a nt for a fall arrest tem r ! 6) Purlins and girt g PPol � � /'� unless written approval is obtained from the metal building supplier. t ��''++n '7'�/ j (��e �'NT SFERVIV��`. 7) Purlins may only be used as o wolldng/working surface when installing safety 1J UT! L COU 1 '� 1 i D ►- �� `-" I � i'"' �" `` �- systems, after all permanent bridging has been installed and fail protection F7�.. is provided. En ':""8) Construction bods may be placed only within a zone that is within a feet of the\� �',, l �,,i S [ t i _N( center line of the primary support mernber. CFR bundles should be placed directly'.. -' L-. ,-. -. over tfie rigid frames. ,�'_ y. `• �� " �-, i � .\ r ,_�.. 9) AIi lifting devices must meet OSHA or MSHA standards and in no case is it f, acceptable to use structural members supplied by the MBS as a spreader bar., or lifting device. 9 DATE,.,! ..�.� .• PROJECT NUMBER0 : U1 6EO300 PROJECT NAME: Deseret Farms PROJECT LOCATION: CUSTOMER: Chico general Design Notes 1) All structural steel sections and welded piste members are designed in accordance with ANSI/RISC 360 'Specifications for Structural Steel Buildings" or the CAN/CSA S16 'Unit States Design of Steel Structures'. as required by the specified building code. 2) All welding of structural steel is based on either AWS 01.1 "Structural Welding Code - Steel' or CAN/CSA W59 'Welded Steel Construction (Metal Arc Welding)% as required by the specified budding code. 3) Alt cold formed members are designed In accordance with ANSI/AIS S11 or CAN/CSA S136 'Specifications for the Design of Cold Formed Steel Structural Members', as required by the specified building code. 4) AIi welding of cold formed eteel is booed on AWS D1.3 'Structural Welding Code - Sheet Steel' or CAN/CSA W59 'Welded Steel Construction (Metal Are Welding)% as required by the specified building code. 5) This Metal Building Supplier facility is WS AC -472 Accredited and CAN/CSA A660 and W47.1 Certified (if applicable) for the design and manufochxing of Metal Building Systems. 6) If joists aro included with this project, they aro supplied as a port of the systems engineered metal building and are fabricated in accordance with the requirements of Section 1926.758 of the OSHA safety standards for steel erection, dated January 18, 2001. Material Specifications Plate and Flange Material: 5' - 12" Wide, to 1 1/4' Th. A529 Grade 55 Others A572 Grade 50 Built -Up Structural Web A1011 SS (or HSLAS Class 1) Grade 55 Hot -Rolled Structural A36 or A572 Grade. 50 or A992 Grade 50 Structural Tube A500 Grade B (46 KSI) Structural Pipe A500 Dade B 42 KS Cold -formed Structural A1011 or A1039 SS (or HSLAS Class 1) Grade 55 Classic Roof Panel A792 Grade 80 CFR / VR 16 It Roof Panel A792 Grade 50, Class 1 All Wall Panel Profiles A653 Grade 80, Class 1 or A792 Grade 80, Class 1 Rod Brocing A529 Grade 50 Welds AWS D1.1/D1.3 or CSA W59 per Budding Code High -Strength Botts A325 Type 1 or A490 Type 1 Heavy Hex Machine Bolts A307 Grade A Hex TRADEMARK 1998. NUCOR BUILDING SYSTEMS odern Buildin Inc. i.,c0DE COMPLIANCE [.00- 21. Ir��TERINEST CoivSUL -1 ING GROUP FOR OCCUPANCY CATEGORY I OR II BUILDINGS, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT. DUE TO THE PROXIMITY OF AN EXISTING BUILDING, STRUCTURAL SEPARATION FROM - THE MBS STRUCTURAL STEEL IS REQUIRED. THE ENGINEER OF RECORD (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR ASSURING THAT THE MBS SEISMIC STORY DRIFT OF 6 INCHES PLUS THE STORY DRIFT OF THE EXISTING BUILDING IS ADEQUATELY PROVIDED BETWEEN THE NEW AND EXISTING STRUCTURES. .xa• '.ap Y ACCREDITED AC472 ' chis � _SSB " CERTIFIED BUILDING LOADS DESIGN CODE: CBC 13 ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: I LIVE LOAD REDUCIBLE Yes GROUND SNOW LOAD: .0 PSF SNOW EXP. FACTOR, Ce: 1.00 SNOW IMPORTANCE FACTOR, Is: .80 WIND: 100 MPH WIND IMPORTANCE FACTOR, Iw: ' --- EXPOSURE: C UL 90 NO Classic Roof -Const. No. 161; Classic Roof w/ Translucent Panel -Const No. 167 CFR Roof -Const. No. 552; CFR Roof w/ Translucent Panel -Const No. 590; Composite CFR Roof -Const. No. 552A; VR16 Il Roof -Const. No. 332. SEISMIC INFORMATION Ss:0.629 S1:0.285 Design Sds/Shc: 0.544 / 0.348 Site Class: D Seismic Imp. Factor. 1.00 Seismic Design Category: D Analysis Procedure: Equivalent Lateral Force Method Basic SFRS: Ordinary Steel Moment Frames do Ordinary Steel Conc. — Braced Frames NOTES: 1) COLLATERAL DEAD LOADS, LRJIFSS OTHERWISE NOTED. ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS. LIGHTM. HVAC EQUIPMENT, CEILINGS, ETC.. ARE SUSPENDED FROM ROOF MEMBERS. CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE RANGE MOUNT DETAIL). OR iF INDIVIDUAL MEMBERS ARE LOADED SIG1`41FiCANTLY MORE THAN OTHER'S. 2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE. BUILDING A ca co co co o O r. urn co o�v 0 rr CLi j 3 3 O •� au m W .amu Of O CL U 0 Q Usc c Z � � U m m - C4 ^ N O r1 V1 r co all Z oo n n t ai Ro Qn N n U �3LL. &tA- cc&A- �^mS ^ NUT I tj N N n .00 �a^+< 5 3 KZ m�0Z 0 Fm Q S0- a-- ..�..p,,.,�.,_�..�.--r-,..,,.� - r-, ..�..•-.-.�•v.�-,.- Hca-.-� tit utAu I' �.w 3.00 . _ ., , •. ®CLASSIC ROOF ®H9420 OR ❑ H8201 ❑ DOUBLE CURB (H9800) ® WALL SHEETING O H9430 OR ❑ H8300 PRI. COL 5 5 cr z SEC. COL : 5 5 z }t w �W SNOW Ct: 1.20 1.00 SNOW Cs: 1.000 1.000 i-WU�WU w = ROOF SNOW 0 0 0 = z %IND ENCLOSURE Partial Enclose 0WU�DU +i-0.55 +i-0.18 `"� m� SEISMIC R: 3.25 3.25 I , •_ 4 SEISMIC CS: 0.167 0.167: . ,r . . •. = •..` *�.-.• ; BASE SHEAR KIPS 4.04 10.60 �''•''�"""•�••+••••a.[_'+.>;.YrJ�.,�tr«.. cLwu.:�.r:w.rr� U BE ADVISED THAT ALL ROOF PANELS MUST BE SUPPORTED IN Z AT LEAST THREE LOCATIONS. IF THIS IS NOT DONE, IT COULD — J CREATE AN UNSTABLE AND DANGEROUS CONDITION FOR ANY PERSONNEL ON THE ROOF. FIELD WORK WITH THE 0 t - TRANSLUCENT PANELS AND CLASSIC ROOF PANELS WILL BE V) Z W REQUIRED AND SHOULD MEET THE REQUIREMENT LISTED IN THE .72 0 N FOLLOWING DETAILS: DETAIL Z2 FOR ANY PANELS, Of __J TRANSLUCENT OR 26 ga CLASSIC, REQUIREING AN ADDITIONAL BEARING LOCATION. DETAIL Z1 FOR GENERAL TRANSLUCENT L1_ Q Q PANEL INSTALLATION REQUIREMENTS.U 000 O ERECTION MANUALS REQUIRED (ERECTION MANUALS ARE SHIPM WITH THE BUILDING IN A WAREHOUSE PACKING CRATE) ❑ CFR ROOF. ❑ H9700 OR ❑ H8260 []SINGLE CURB (H9850) ®CLASSIC ROOF ®H9420 OR ❑ H8201 ❑ DOUBLE CURB (H9800) ® WALL SHEETING O H9430 OR ❑ H8300 ❑ VR16 11 H9925 � Q �llq DRAWING INDEX CO FES <1 C8 6 COVERSHEET C1, C2, C3 CC P 18 ANCHOR BOLT DRAWINGS Fl F2, F3 CP COLUMN BASE REACTIONS R1 T IV IV F �F STRUCTURAL/SHEETING DRAWINGS E1, E2, E3. E4, E5, E6 F CAS N O DETAILS D1, D2, 03, D4, 05, D6, D7, Da o V ,c 'Cup• D9, D10 C, F4 =�sv•s,�z � v �v u o ��-- F 0" _LD"'N �v 0 $ d N C �a�o.�•"H Nv _ V G' ` vu72 i c c v -5t F_ c ��v� U S �vmC>�ON coL; r IR E E H X 'i w< O _E Z - O cr z z w �W Q i-WU�WU w = a 0 = z 0WU�DU m� � Q �llq DRAWING INDEX CO FES <1 C8 6 COVERSHEET C1, C2, C3 CC P 18 ANCHOR BOLT DRAWINGS Fl F2, F3 CP COLUMN BASE REACTIONS R1 T IV IV F �F STRUCTURAL/SHEETING DRAWINGS E1, E2, E3. E4, E5, E6 F CAS N O DETAILS D1, D2, 03, D4, 05, D6, D7, Da o V ,c 'Cup• D9, D10 C, F4 =�sv•s,�z � v �v u o ��-- F 0" _LD"'N �v 0 $ d N C �a�o.�•"H Nv _ V G' ` vu72 i c c v -5t F_ c ��v� U S �vmC>�ON coL; r IR E E H X (0 to S A\DA: D W .—DS A\D G D I \ cD O Ul co O Thickest Mat. Joined Weld FWS$ -FILLET WELD. ONE SIDE Y Y FWS U V � FILLET LEG NEAR SIDE WELD: FAR SIDE WELD: � /2 FW-3 Thickest i�� 3 FWSt = m 3 3 3/4„ FW-4 1 /2" FW-3 3 4 � > 3/4„ ENLARGED DETAIL FW-5 L 3/4" FW-4 FG-5 5 FIl1_E FILLET > 3/4" FW-5 FG-57 3 FG-5 FWS4 w FWS4 FA J FWD# - FILLET WELD, BOTH SIDES FWD= FILLET m ; o FG-5 DETAIL "A" FG-5 FILLET LEG � FWS4 Y 3/16 FG-5 a —Fn- OR T FWD# FG-5 = FWS4 FG-5 FWS4 5 FILLET N o CJPi WPS9 * FG-5 FWR= Full length fillet on near side with # 3 EJaVE S11FFQ�lER FWS4 *(Max. D/5 or 3") fillet return at both ends on 00 RFERENCE EAVE .. Notch PL m ST1Ff-�IER DETA(L N.S. A opposite side of plate. � � FOR MMS *WPS9 CJP1 _F•S• EE DETAI �" TyQ, FILLET LEG MRS = '( / ") D a t�lax.D 5 or 3 = a a FG-5 * _ FWD o� T� Stiffener Detail Section A-A FG-5 FWD4 - a FWR oR Z- * : �, FG 5 WS 4 FG-5 N 1- C c J=3 EE DETAI F•S- Knee WP1 $ - Full length fillet on near side of web with Co o; m FG- FWS3 'A' N.S. 3" of fillet past inner most hole in from each flange o 0 TYP . FIXED Typ- along the opposite side of web. o 0-VOCR W= FG- ws3 BASE DETAIL 3$ FILLET LEG OR �''s = '" � "`�°"EACH IX � Structural Column 4 WP, �- ♦ $ N N 1 SWS WPS9 �� See Weld Standard sheet for WPS 5 0 0 3 i $ TO R CJPi 2 m In description o o n ;;C4 CID ow - 3SWSA Base Plate extension and anchor r, n O1 Z ea .- bo t locations may vary. 2FR 5 O O FWS4 o " CJP1 - COMPLETE JOINT PENETRATION, SINGLE BEVEL WELD_ qg N $ a 0 e WPS7 FWS3 WPS4 NEAR SIDE WELD: FAR SIDE WELD: CJP1 �< & � 3 3 `` `` � _ C5F2 xx WJM & =AW > g i7 o BACK GOUGE /r--J ACK GOUGE ( U - QIP4 0 .n W#: RANGES FROM FWE3 TO FWDS PER ENG. FG- 2FR F 4 FG-5 FWS4 45' °' N WP WELD SIZE PE ENG. FULL LENGTH FILLET NEAR - — a� SIDOF WEB WITH 3� OF FILLET PAST INNER MOST HOLE O o 3 FG 5 FWS4 BEVEL sID� �� IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB. o e D _ - { N B �R[%A I QKW xW oWoW * THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN. FG-5 WR# Pipe or Tu _ i ►Ca1LTrnn�,1- v pEVELOPM,'r- SERi�I. PURLIN GIRT CHANNEL EAVE STRUT '�? 3 �o Z 8 g '° DETAIL „A„ -., .--� F }-M TO e�.Bracket SHAPE i. -' t. •�.1-_.. �� QTY SHAPE QTY � SLOPE • � .. ,�. t 1 .ate)• ! /r �J.,. i � •'•` _� t .t..i.� %' i tj{{ '..rwn� e f, ,�.,.I F`•�'� EF) �x . .�' V. 1 'A J" G� l'. E _w EV E�A, T IcaI Column TYP. PINNED 08Co6o(2)8E2075 Typical ) Perpendicular Knee Column See Weld Standard sheet BASE DETAIL DATA _ _ r.�uural._D_�'�a��s� THICKNESS- for WPS description THICKNESS �._ V � ���p� ���'See Weld Standard sheet See Weld Standard sheet for WPS e WdId Standard sheet X DLI N for WPS description description for WPS description SIZE 1000 SIZE 1000 P P �' � X X X X X /-.-,U� L ickest Mat. Joined Weld O X X X X X XIX X X X X XIX X X X X X X X X X XIX X X X X X 2 C G 0 < 1/2" FW-3 O U X X X X X X X X X X X X X X X X X X X X X X X X X o <_ 3/4" FW-4 U� X X X XXXX X X 3' 4-J > 3/4" FW-5 —' Z X X X X X X X X X X X X X X X X X X X XX X XX X X X1 X X X X1 X X X I N T _RVV �T cipi WPS9 Q- .4II"t "3 FG- F.S. SEE DETAI O L. O X X X X X X X X X XIX X X X X"-VY" L, t G 3, N.S. A FWD *FG-5 U 1 /4 4" _ 12" CL :D X X X X X XIX X X X X X X X X X X X 0 0 0 O • � 4- 12 � "'� o o I t 1 R l O ,,. �t� .�tp �c, - n n o . .,. ao 0 0 0 0 ' W FG-5 FWS3 ..F.� r Y� ♦N 0 • 1) N h O rte! I O` O O O I •1 t • M • • • .� • .� U I h -e0 t0 0 1 • O in ir) N ir) N iA N ;n Nin ^ iA N , \ O O O 0 • r N� Nh O I I I r -- - Z T� 1A�0 �A h�0 �A�C �A O �.-G v O ( I I > I 1 1 r 2 1 0� N� NN NOcv N ON N ON ON ON ON ON ON DETAIL „A„ I �� o o i v g E ME ( N N r- OC p0 'OOp •O oON •O 00 OON 00� •O OO OON OON • C n N n r . _ r v '`� '� � 0 1 1 1 1 1 1 1 1 1 1 1 1 WI Tvp. Flange Brace Cllp_ Runway Beam_ _, "' •,.0 � �� � o 0 0 0 `° ''"° 0 CS 0 0 0 0 �, " y ., " " FWS3 o a o o U w ' n 1 C) Lc. li li- N_ I_V 1`4 r4 fel N_ N_ f�i IV C/)Z = U- 0 0 N N N 0 0 0 0 U- < 0< 0< 0 U- LL- Q Q tr tr OC tY Q: � tY tY tY O✓ � � N C � - C� C7 •- •- •- N 1_ •- N N O O O O O O O O O O O O G F1VS3 of !r !Y W !r IY !Y W Ir IY Ir (n 0 0 (n (n (n (wwn Ir IY � W IY IY Ir � W IY Ir tY IY W _ FG s P r e q a0 a a a a a0. 00. Cl-a a a0.. a a0 � � � � � � r a aa- a0- a oa- [L a_ 00.. a0.. a a. a a_ � (� Q D Q 1GFG R W U m U To n 0 O ,-. .0 v D v v O 3GFG u 0 FG-5 W1`13 v va u v' c u'8 �' o o u v o v -"o csi v o Z o o -6 T 0 0 .4J ., 3 3 3 3 � v 0. y �/ •- 0 3 ; ; .. r ; ; .+ r ^ _aJ O FWS3-3 min FG-S o � •� 5 v a o o.. 6"-. v �. .. _ _ _ _ _ _ ..__ Z S m ^ a =,+ c N , t5 It5 a t�r� t� 0 0` ° E E E .-. M .-. o o Q W�// a O •.. V O • p !") .- p _ O O O C C O ,G y O C C r r.+ 1.1. O Z O W IBJ _j "i � O �„` r. ^ O 0 ^ 17 7 .+ — V 0,,-!! N N �q' p N p M N Z U U J F1l'DJ 0o • i~ 0 0 0 0o po po 00 0 o a <� 0 0 0 af W m c v .v I v v Ti v v- o 00 w Q l'- Q U t_ T= c I I n 1 1 I- v o I I I �, 3 _ o '8v y o v - ►- W-�� -17 � Ll.� W FG S LA-.E 3 ''�• a I n • v v b y n u u in u 0 3 0 3 v .a. 3 v 3 0 a os ;> a ~ a a U V/ I p __J__ Q p 1 WS _ '^ -:.0 o 5:.., "� „ �., • n N$ n -i $ a 0 3 v ii v 4. �. % a v o w O z Cly R I✓ J �- .,y N .- •- M ♦ 1l) O E v P v v v p, p• .., v O► v► P - J CJP 1 3 a v! n 3 3 = < cn v c� V v t Q- �w 3SWS U WPS 3 0 3 0 0 0 0 �- < < � < 3 3 3 < < < < o O L- c < 1 �. > 3 3 `� 3 3 3 3 o L1J U N m r O �Oo < - 3 3 3 3 0 0 3 3 3 3 3<< < 3 3 3 3 a Z <=(n L1J -a _ FWD a < ` ` < N < < ` N < < 13 w LLi I L. FG 5 o N V) N 0 c�S 0 0 1 gig ZNF- 0 Ct7 00 00 00 00 00 00 00 00 00 Do 00 00 O 0 (n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o IL s � - T ~ JPO .�, 1 I I ! t I 1 I I t I I I I I 1 I 1 I I I I 1 I 1 { I 1 I 1 I I I I n-0fcL - C Interior Wide Flange Fixed Base Plate Crane Stop --0 < < < < < < < < < < < < < < < <1 < a < a < < < w C82 6 o Q� _ F•.—L- �=( tv v'3 :V D7 .v' v .v' •3 v �. v >+`- ► vEuo -6j cao ^ O O V OOO000N 'V(a "O[) 3 3 U') ^ +'u o "aw) _aO t O .t C V v0 0 C c -4j -0 V(A Na`0 s 0 to o {, t•- r•- :E F-V _a Eo C ro .+' CSO oOYV 0 CIVi\- o m V {LO - N � C CO C�O .O: ��1 � O a� OaE 0 y > 4a mW,*-o-0 V CA\- �-ao tO vG_5 `O O v 3n0 3�OM FWD4 0 oo LO o to oo 0 t` 0O a)0 v CL _0 o C .• 'E E a0 m 3 ma+ aat a c au�c v N U LO .n-- .0 0 C , tvoE 0 M 0, O v3 0 O o 0 C V U 0 v v 0 3 3 N tn�FG-5 0O 0O m p UO p 06 EZ E V1 _ v o0 E -0E L.LEFWD 4 �v► Q•a•a-o O o 0 V a3 a (fvE �rn ON NN viO 3 aO 0 o o O� OO OO O O O O -W O O C -W O 0 ��N O m V.•EO C O �$�.N o � I I Q- v U- -v v 00 Runway .0 .0 (�O I I 3:-*-- 3 3�, ' C v > 0 s o 0 a10p •N OQ�Q V •aCL U oo�v' 1- omO 0 0 -m CL V 0 08-10 cc o v U U U V fn %a o-`v,Eoo,rvv O L SPECIAL DETAILS � LO 0 0 0 co 0 to (n W I Ln CD (- co rn I I cv I I I I I $ ('� See Weld Standard sheet o 0 0 o 0 � V o �- a � a_ aa_.. � a "� � `n � `n vi cn � `n V) cn � cn � cv m o- a_ a_ a_ a_ a_ for WPS description Li �. N �, rn �•, 0",�moN'amo�o Y NICE! lip w z J J w w A 0 1 N r` Ed J _jw w I— cn STEEL UNE O N Ql 4 Q 25'-0" 50'-0" 25'-0" 1 '-0" Q 150'-0" 25'-0" __ 25,-0" o aio= 1" 6 7 05 STEEL LINE 100'-0" 25'-0" 25'-0" 1 '-0" 11 ----------------------------- -------------- € =: ::• ..O E i c r 1 2 ANCHOR BOLT PLAN NOTE: All Bose Plates 0 100'-0" (U.N.) DUE TO THE PROXIMITY OF AN EXISTING BUILDING. STRUCTURAL SEPARATION FROM THE MBS STRUCTURAL STEEL IS REQUIRED. THE ENGINEER OF RECORD (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR ASSURING THAT, THE MBS SEISMIC STORY DRIFT OF 6 INCHES PLUS THE STORY DRIFT OF THE EXISTING BUILDING IS ADEQUATELY PROVIDED BETWEEN THE NEW AND EXISTING STRUCTURES. ANCHOR BOLT PLAN O N w z J J w w I - En w J J w w I— in 0 `o ANCHOR BOLT SUMMARY Dia Proj Qty Locate (in) Type (in) O 76 Frame 10 Gr 55 3.00 ANCHOR BOLT PLAN GENERAL NOTES 1. THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 55 UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBED— MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. 2. METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH LOCAL SITE CONDITIONS. 3. ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AS WELL AS ALL CONCRETE/MASONRY EMBEDMENT PLATES ARE NOT BY METAL BUILDING MANUFACTURER. 4. THIS DRAWING IS NOT TO SCALE. 5. FINISHED FLOOR ELEVATION = 100'-0" UNLESS NOTED OTHERWISE. 6. "SINGLE" CEE COLUMNS SHALL BE ORIENTED WITH THE "TOES" TOWARD THE LOW EAVE UNLESS NOTED OTHERWISE. 7. ANCHOR RODS ARE REQUIRED ONLY IN THE QUANTITIES SPECIFIED. BASEPLATES MAY BE FABRICATED WITH MORE HOLES THAN NEEDED FOR THIS PROJECT. 8. THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER. PLEASE NOTE THAT THESE REQUIREMENTS MAY NOT SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS DEPENDING ON THE DETAILS OF THE FOUNDATION DESIGN. BECAUSE FOUNDATION DESIGN IS NOT WITH— IN THE METAL BUILDING MANUFACTURER'S SCOPE OF WORK, IT IS THE RESPONSIBIL— ITY OF THE QUALIFIED PROFESSIONAL DESIGNING THE FOUNDATION TO MAKE CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED FOR THE ANCHOR BOLTS IN THE DETAILS OF THE FOUNDA— TION DESIGN. R,.EVIE�41"" I'OE� CODE COIVII-I.IT i ,�,�C 6 7 BUTTE COUNTY DEVELOPMENT SERVICE. F --)L V Fr rF -f \J�f IL l ' DATEZS ABY AUG 2 1; 20'IG 11NIT E R VV E S T CONSULTING rnRni iP FP I U V Y Y U V � V U in in in m m m M = � I j 3 3 m C) = a a � o 0 z C) U m m r» 8 N r i N N n 7 1 ..tea Z 2N 4 �n tensa+ pg� AC4" v U t3 a $ ^ p 1 N Li CL 1 t) 2 g� WC4 N .. 40 b$ �� �Zz x= $W0 ons 2 C CL U Z — W J F— w � (n Z W 0 V) Of Q Q LL U mU O ..¢Z .. O ALJ 0 Q��Z zWU WU '� MO uj W(/)=off= zCfl 0 W U (A m �- a_ _j C U L pFES C., w N 0 20 8 Lp �- �"9 !V 1\- F F CA�1 �. N cn 171 lZ -Z � c rn �zCCo Zu O N,gb_fpc��� Nc-�_bIS�7�n V N L -V7 1= �N �Svm Z' o � o mC. h ANCHOR BOLT PLAN GENERAL NOTES I.THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 7.THE ANCHOR BOLT LOCATIONS PROVIDED BY THE METAL GRADE 55 UNLESS NOTED OTHERWISE. ANCHOR ROD BUILDING MANUFACTURER SATISFY ANY PERTINENT MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING REQUIREMENTS FOR THE DESIGN OF THE MATERIALS THE STRENGTH REQUIREMENTS SET FORTH ON THESE SUPPLIED BY THE METAL BUILDING MANUFACTURER. DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE PLEASE NOTE THAT THESE REQUIREMENTS MAY NOT FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE LENGTH SHALL BE DETERMINED BY THE FOUNDATION REQUIREMENTS DEPENDING ON THE DETAILS OF THE COLUMN DESIGN ENGINEER. FOUNDATION DESIGN. BECAUSE FOUNDATION DESIGN IS NOT WITHIN THE SCOPE OF WORK OF THE METAL 2.THE METAL BUILDING MFR. IS NOT RESPONSIBLE FOR BUILDING MANUFACTURER, IT IS THE RESPONSIBILITY OF PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN THE QUALIFIED PROFESSIONAL DESIGNING THE FOUNDATION IS TO VERIFY THAT SUFFICIENT CONCRETE EDGE DISTANCE IS- FINISH THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL PROVIDED FOR THE ANCHOR BOLTS IN THE DETAILS M FLOOR ENGINEER, FAMILIAR WITH LOCAL SITE CONDMONS. THEREOF. 3ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, &THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS= :- � l.': . ,' ..• EXPANSION BOLTS, AS WELL AS ALL CONCRETE/MASONRY NOT ONLY INDICATE WHERE THE ANCHOR BOLTS ARE TO O ' a EMBED PLATES ARE NOT BY THE METAL BUILDING MFR. BE PLACED, BUT ALSO THE FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS A- 4.THIS DRAWING IS NOT TO SCALE. BE FOLLOWED. IN THE EVENT THAT THESE SETTINGS 0•'•:.« : • ANCHOR BOLT DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS. a 5.FINISHED FLOOR ELEVATION = 100'-0' UNLESS NOTED THE METAL BUILDING MANUFACTURER MUST BE CONTACTED = 'd OTHERWISE. IMMEDIATELY, PREFERABLY BEFORE CONCRETE IS PLACED. • ' BPFFNG 6."SINGLE" CEE COLUMNS SHALL BE ORIENTED WITH THE o "TOES" TOWARD THE LOW EAVE UNLESS NOTED- CROSS BRACING TYPICAL COLUMN BASE PLATE DETAIL �OTRERW in 8" 2"2" Coy --T F--6 E f t i r t E f r _ I A rr9 �r 0. rFr) L* ( CLR. OPENINGJ,* �, VARIES In -1(2 3/4"-3 5/87 (USE (2) 1/2" DIA EXPANSION BOLTS PER COLUMN) GIRT DEPTH + 2" • j • •s • SECTION A (RECOMMENDED) OHDFO TYPICAL OVERHEAD DOOR 12 1/2" t 00 I i I I r i 1 r I t = 8" 1,2"1, 4" I N "� r o E � 1 10" o ! � I i _ L_ I c� 2" 2" V-10" 8" C (4) 1 " � ANCHOR (8) 1 " � ANCHOR (4) 1 " � ANCHOR (4) 1 " � ANCHOR BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJ CTION " E � BOLTS WITH A 3 PROJECTION _ ECTION RIGID FRAME (BUILDING A): ANCHOR BOLTS do BASE PLATES Firm Col Anc._Bolt Base-Plate(in Elev. Line Line N Dia Width Length Thick (in) 2 B � _ (T 0.0 ' N r � 1.000 8.000 12.00 0.375 12 1/2" t 00 I i I I r i 1 r I t = 8" 1,2"1, 4" I N "� r o E � 1 10" o ! � I i _ L_ I c� 2" 2" V-10" 8" C (4) 1 " � ANCHOR (8) 1 " � ANCHOR (4) 1 " � ANCHOR (4) 1 " � ANCHOR BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJECTION BOLTS WITH A 3" PROJ CTION " E � BOLTS WITH A 3 PROJECTION _ ECTION RIGID FRAME (BUILDING A): ANCHOR BOLTS do BASE PLATES Firm Col Anc._Bolt Base-Plate(in Elev. Line Line Qty Dia Width Length Thick (in) 2 B 4 1.000 10.00 13.00 0.375 0.0 2 F 4 1.000 8.000 12.00 0.375 0.0 RIGID FRAME (BUILDING A): mom wars & em PLATES Frm Col Anc._Bolt Base -Plate in Elev. Line Line Qty Dia Width Length Thick (in) 3 B 4 1.000 10.00 13.00 0.375 0.0 3 F 4 1.000 8.000 13.00 0.375 0.0 RIGID F RAME(BUILDING B): ANCHoR BOLTS & essE PLATES Frm Col Anc.-Bolt Base_Plate(in Elev. Line Line Qty Dia Width Length Thick (in) 7* B 4 1.000 8.000 13.00 0.375 0.0 7* A 4 1.000 8.000 13.00 0.375 0.0 7* Frame lines: 7 6 5 4 ENDWALL COLUMN: ANCHOR BOLTS & BAsE PLATEs Firm Col Anc._Bolt CL Base -Plate (in) Elev. Line Line Qty Dia Width Length Thick (in) 1 B 4 1.000 8.000 12.50 0.375 0.0 1 C 4 1.000 8.000 12.50 0.375 0.0 1 E 4 1.000 8.000 12.50 0.375 0.0 1 F 4 1.000 8.000 8.500 0.375 0.0 FOUNDATION DESIGN NOTES.- 1. OTES:1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON PAGE F1. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN ON PAGE F1 DURING LAYOUT OF COLUMN AND ANCHOR BOLT LOCATIONS. A (4) 1" 0 ANCHOR BOLTS WITH A 3" PROJECTION B I (4'" BOL 0 ANCHOR A 3" PROJECTION PER, l 1.T 'r li 7...�..�...._.� J �� ATE C&' AENIT SERVI yv •�.,� , r fit,►-�• I. 3:-:..,�.. C�c'!� r-+•.� r S ` M 714 ' ��, S f t # r,•.•f •" � SSS ( �� � �.- - �. ��. P,, E E \ A I E.' [` FOR CODE COMPLIANCE b.i.1k7 2 11� 2-0,15 I N1 T E R V V E S T CONSULTING GRCII IP i Imm 1019 Z T V C P� L �Zso-m���%�o CL v•a �, v p 4- C�'bs O•�,.00,$c - 0 �rii ci E y��� �'vSf to to 3 '0 3 'Cu $ 3 SO �i Vi as - j b Q Reg - m 81 cr_ jBT4TL � � CD /2" i2410 _ N to 0 z v 01" C) tn m Co F- f 0 � 3 M U � 00 Z 0 J w N U Z w WZ =Q N -�- Q W V A (4) 1" 0 ANCHOR BOLTS WITH A 3" PROJECTION B I (4'" BOL 0 ANCHOR A 3" PROJECTION PER, l 1.T 'r li 7...�..�...._.� J �� ATE C&' AENIT SERVI yv •�.,� , r fit,►-�• I. 3:-:..,�.. C�c'!� r-+•.� r S ` M 714 ' ��, S f t # r,•.•f •" � SSS ( �� � �.- - �. ��. P,, E E \ A I E.' [` FOR CODE COMPLIANCE b.i.1k7 2 11� 2-0,15 I N1 T E R V V E S T CONSULTING GRCII IP i Imm 1019 L)FESS j MO 0 Z T V C P� L �Zso-m���%�o CL v•a �, v p 4- C�'bs O•�,.00,$c - 0 �rii ci E y��� �'vSf $upla aoN � ; a 3 '0 3 'Cu $ 3 SO �i Vi as - j b Q Reg - m Of cr_ jBT4TL CD 0 N w z v C) m m L)FESS j MO 0 y V T V C P� L �Zso-m���%�o CL v•a �, v p 4- C�'bs O•�,.00,$c - 0 �rii ci E y��� �'vSf $upla aoN � ; a c $s P`O- V o LL $ 3 SO �i Vi as - j b Q Reg - vawkg`v tvs�' vto EOt")i)�7M v'u0 Q w 0 F- 0 M U � Z 0 J U Z w WZ =Q N Q LL- Q _J Q U mU 0 LAJ I- w 1 Z Nw O 0 Q W U c W U (If MW �W =oo=z � o U V)CC U m U L O-77 •rte L)FESS j MO 0 y V T V C P� L �Zso-m���%�o CL v•a �, v p 4- C�'bs O•�,.00,$c - 0 �rii ci E y��� �'vSf $upla aoN � ; a c $s P`O- V o LL $ 3 SO �i Vi as - j b Q Reg - vawkg`v tvs�' vto EOt")i)�7M v'u0 t 1 2 3 4 5 6 7 STEEL LINE �150'-0" ,STEEL LINE 50'-0" 25'-0" 25'-0" I v__o- 25'-0" 25'-0" 100'-0" 25'-0" 25'-0" EXTEND 3'-0-� 0'-4-, ! LAP 0 0' -ll 3/4- 3'-6 3/4- - 1'-3 3/4- 3'-6 3/4- LAP A - /4 _i'=3 3/4- - /4- P U R LI N V -o- 0 CANOPY BOLTS MARK N LENGTH EB -101 t\ 96.375 P -10C 08Z060 342.500 P-101 OSZ060 o c 08ZO67 o u 08Z075 w c BUILDING "B" EXTENSION CANOPY BOLTS ROOF PLAN MARK I QUAN TYPE DIA LENGTH EB -101 1 4 A325 5/8- 2 174--w-, MEMBER TABLE ROOF PLAN CANOPY BOLTS MARK PART LENGTH EB -101 W1412519 96.375 P -10C 08Z060 342.500 P-101 OSZ060 358.500 P-10 08ZO67 358.500 P-10 08Z075 358.500 P-10 08Z060 342.500 P-10 08Z060 358.500 p-10 08ZO67 358.500 P-10 08ZO75 358.500 E -10C 08Z060 342.500 E-101 08Z060 358.500 E-102 08Z067 358.500 E-103 08Z075 358.500 E-10 08CE067 299.500 E-10 08CE067 299.500 E-10 08CE075 315.500 cD � cD \ O O O U cD 00 0 U U U U cn B:: 3 0:� cr_ cL m C) V U cn cn cn m m m M M =E cn J 3 3 O m �� �> cr_ m cr_ 0 = a Cl - (u 0 N � � C) > U m m RIMIT BUTTE COUNTY DEVE:LGRIAENTSERVICES ul ui 5 �.• .,;.,., - , .r+ � � �: �_ � "t ti`s :..�' t ..,-, o MATE __ (� r _. riy,e N e ROOF FRAMING PLA GENERAL NOTES 1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW EAVE. Fm 2. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ROD CABLE RDB- = 5/8" ROD CAA- = 1/4" CABLE RDC- = 3/4" ROD CAB- = 3/8" CABLE RDD- = 7/8" ROD CAC- = 1/2" CABLE RDE- = 1 " ROD RDF- = 1 1/8" ROD o RDG- = 1 1/4" ROD N 3. PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH o A307 AND A325 BOLTS. REFER TO THE DETAILS ! FOR SPECIFIC USAGE REQUIREMENTS. 0 ca 4. THIS DRAWING IS NOT TO SCALE. �3 4 5) ROOF FRAMING PLAN BUILDING "A" EXTENSION CANOPY BOLTS ROOF PLAN QUAN TYPE DIA LENGTH WASH MARK 4 A325 1/2" 2 1 QUAN TYPE DIA LENGTH EB -1 W2219050 8 A325 1 3 1/4- EB -2 08ZO67 8 A325 1" 3 1 4" SPECIAL BOLTS ROOF PLAN 0 ID QUAN TYPE DIA LENGTH WASH 1 4 A325 1/2" 2 1 2 2 A325 1/2" 2" 1 TRIM TABLE ROOF PLAN OID PART I LENGTH DETAIL 1 1 RGA05 1 36.000 1 TRIM 3 OR CODE conrPE_fANcF �.0 7 4 201G iNITERVVEST C 0 1, S U LT I f\l r-3 GRf")1 arsLu CC v �VmC.7 E `ON �vm v v MEMBER TABLE ROOF PLAN MARK PART LENGTH EB -1 W2219038 250.875 EB -2 W2219050 250.938 P-1 08ZO67 335.750 P-2 08Z067 335.750 P-3 08ZO67 335.750 P-4 08ZO67 335.750 P-5 08ZO89 335.750 P-6 08ZO89 335.750 P-7 OSZ089 335.750 P-8 08ZO75 335.750 E-1 08Z067 335.750 E-2 08ZO67 335.750 E-3 08SO89 299.500 CB -8 RDB01 CB -5 RDB04 CB -6 RDB05 :3:27.000 CB -81 RDB81 ST -2 W08SB 120 271.313 a r W A n 'm N U t3 <c- _ g tj N��I ar- alq Nat 2 � tih mAZZ 1[ Z .0 t30 Z o 22 §62CL I � U Z - w Z Q W J H � LLJ N LL_Q �Q U mU O W W ., Q ¢ z Q Q z W_LLJ� _LLJ W Q Ld .0 off Lli a - U pF ESS /0 (nU)(A L4 N ! o N r 4A.- O -P, 46 .P► A f o Q SFy c C- CH I CO, (D (D�gO;p.NQ1�0 co Orf 00000cooina, 0 f Dept. Review- REV 1 I M -ANN-+-•NNN I w I c� D �rnrn� Ci.. � N i:n0000000as I r., .� 00000000 I M NNN 0 M r - cnNrnNrnNvco�'� I j 0000 I --•r- o ON--OONW(D� 2 0 Co Ut 00 � -P► -Cn CIO � � G+cOON(V�prt�? N N W r 000 tnrnrn���0 _ I x x x x x OOx''' C _ _ xx Z, w\ Lp \\ (n U'I S a =OOCc00x x x X s s a I aC X X X X M N (.4 W N Ln W Lnco -I pp Ln w Ln N �J 00 ca coCnUIrnrn —►�0 0 O a aco xxxxx XN a -A -A _ x �c>, 4*- -P -- -P. Co a s 0) a s 00D x D x axx `a x X�(A N -+ O -'NON (0000m- (D ? O�NC11� CO? vL4 I r r (nU)(A L4 N ! o N r 4A.- O -P, 46 .P► A m o Q SFy c C- CH I CO, I co Re ?-4-A 0 CUSTOMER NAME Dept. Review- REV 1 I M o I w I 0 000U Ci.. � N I CO, I r., L4 L4 I M NNN 0 M r - Ln Ln Ln I j 0000 I OOiCO o 2 SP- � A a� Z Ln (Nn Lri �--- W-11 ■ N N W r M _ I 0LnLnO I Lp S 03c)- 3Oil—a 3ap I aC _ Co -- I >Ln N Ln W Lnco -I Ln w Ln 1 1 I ca co 0 a aco 7r N N-�W r O _p Z :3 W I 34A 1 -A ? vL4 I r r N CoCo N app = N t 01 (D- -200-0s 7'-60- 7'-0" 3'-6" 20'-0" N 7'-6" 7'-0" 3'-6" I N 0 N O 10 N T'' Tom_ .�,-i► I \ o C7 rn .D 4A.- ass * REGISTF�c A FARMS o Q SFy c C- CH I CO, I a o 4N. -N $ CUSTOMER NAME Dept. Review- REV 1 I L4 0 o I w I MODERN `" Ci.. � N I CO, I r., CooCH I '� M I 0 ISHEET TITLE N I j aFBC34A _ I O I rn I 2 SP- � A a� Z ((.n CNn �--- W-11 ■ NN r M _ I inI-:.. I Lp S C o W I aC _ Co -- I >Ln N Ln w Ln 1 1 I ca NN 0 C 7r N r= r O _p Z :3 0 0) I 34A 1 A rn C13 _► .�► j rn 00 O 0 rrI Ln o0 0o ca a s 000 0-1 NU1N NA rD 000 ox -u -v 'vlrnw 6 C Z rnrn(nrnrno D - x X X X x x o " O _a- L4-4 ,?� C \\\ = am = x o O x =xxr: I NNcxD"Nj M m C O CA a p0 63 O r+ 0 N W �? Z 1'1 Ln rdM r (n Ln °' x x x X a \\ =r -Tl rnrn rnX 3 �l : a � x x x o O Co r+ 0' L4 =r This O O This seal pertains only to the materials des►gned and supplied' by Nucor Building Systems, a division of Nucor Corporation. The drawings and the metol buildings which they represent are the product of Nucor Buldin99 Systems. The register profession - engineer whose seal appears on drawings Is employed by Nucor Buildings Systems and does not s a� as or represent the project engineer o record and shall not be construed as such. E2 of 6 r N —6" 7'-0" 3'-6" a .0-,6 L I Cd ca I I I' I o a I SP -2 I 1-0 5/16F LI C7 W r I CLEAR +/— I DC. 17 -5 11716" to + C4 a CLEAR o e - 716" 1 01 D V-0 5/16' I N 0 SP -1. ..V -,VCG o C7 rn .D 4A.- ass * REGISTF�c PROJECT NAME DESERET FARMS o Q SFy c C- CH I CO, I c7 o 4N. -N $ CUSTOMER NAME Dept. Review- REV 1 I L4 0 o C/3 MODERN `" 2I � N I CO, oSP CooCH IFBC34A -2 '� M 0 0 ISHEET TITLE N I aFBC34A _ I O o 2 ,► Z ((.n CNn �--- NN r M _..,t inI-:.. (NJ1(NJt Lp S aFBC34A W � _ 1 4 I I Ln w Ln 1 1 I W 0 NN 0 a 3 7r -A -► r O I- I- :3 0 0) - ? � I r r N a : N a a N t (nI Z'-ZXC1 N t _ 1 CA SP -3 RF1-4 1a^ I rn C13 _► .�► j rn 00 O 0 rrI Ln o0 0o ca a s 000 0-1 NU1N NA rD 000 ox -u -v 'vlrnw 6 C Z rnrn(nrnrno D - x X X X x x o " O _a- L4-4 ,?� C \\\ = am = x o O x =xxr: I NNcxD"Nj M m C O CA a p0 63 O r+ 0 N W �? Z 1'1 Ln rdM r (n Ln °' x x x X a \\ =r -Tl rnrn rnX 3 �l : a � x x x o O Co r+ 0' L4 =r This O O This seal pertains only to the materials des►gned and supplied' by Nucor Building Systems, a division of Nucor Corporation. The drawings and the metol buildings which they represent are the product of Nucor Buldin99 Systems. The register profession - engineer whose seal appears on drawings Is employed by Nucor Buildings Systems and does not s a� as or represent the project engineer o record and shall not be construed as such. E2 of 6 r N —6" 7'-0" 3'-6" a .0-,6 L I Cd ca I I I' I o a I SP -2 I 1-0 5/16F LI C7 W r I CLEAR +/— I DC. 17 -5 11716" to + C4 a CLEAR o e - 716" 1 01 D V-0 5/16' I N 0 SP -1. ..V -,VCG U16EO300 0 so cq 0;.. CD I o C7 rn .D 4A.- ass * REGISTF�c PROJECT NAME DESERET FARMS O Q SFy c C- CH I CO, CA c7 C n ao "Cn 4N. -N o CUSTOMER NAME Dept. Review- REV 1 r r o C/3 MODERN BUILDING, INC. � opt/ � N I CO, CA CooCH co JOB NUMBER 0 0 ISHEET TITLE U16EO300 0 so cq 0;.. CD I o C7 rn .D 4A.- —1 0 I m O I O PHONE: (972)524-54,07 FAX: (972) I w 4N. -N o Building Dept. Review- REV 1 I MBS CTW I I 00 r+- w WW L4 L4 co NNN 0 0 Ln (n (n I frit 00 I O o w �- ------ ---- — rn Coll RF2-1 i I' SP -1 I �m " 'D M N -A p C7 rn .D 4A.- —1 0 PO BOX 1006, 200 WHETSTONE R0. SWANS%,, SC 29160 m O 600 APACHE TRAIL. TERRELL, TX O PHONE: (972)524-54,07 FAX: (972) 524-5417 1050 WATERY LANE. BRIGHAN CRY, LrT 84302 4N. -N o Building Dept. Review- REV 1 MBS CTW RHW 0 00 r+- -r-I WW L4 L4 co NNN 0 0 Ln (n (n frit 00 0 rnrn o ,T3 i---� ((.n CNn �--- NN r _..,t inI-:.. (NJ1(NJt Lp S 00 a ap � _ ,.,. Ln w Ln NN 0 a 3 7r -A -► r I- I- :3 0 0) - ? � N a : '-6" 7'-0" rte" O k I ©viLoicw araraaa o 305 INDUSTRIAL PARKWAY. WATERLOO. ,1 PHONE (260)_a37-7891 FAX: (260) 0 PO BOX 1006, 200 WHETSTONE R0. SWANS%,, SC 29160 _PHONE: (803) 568-2100 FAX: (803) O 600 APACHE TRAIL. TERRELL, TX O PHONE: (972)524-54,07 FAX: (972) 524-5417 1050 WATERY LANE. BRIGHAN CRY, LrT 84302 PHONE (4,35) 919-3100 FAX: (435) 919-3101 Building Dept. Review- REV 1 MBS CTW RHW 0 000L4 r -i L4 L4 co NNN 0 0 Ln (n (n frit 000 0 rnrnCO o ,T3 i---� U1 Ln U1 �--- NNW r _..,t inI-:.. Ln rr S a ap a _ ,.,. Ln w Ln rte" O k I ©viLoicw araraaa o 305 INDUSTRIAL PARKWAY. WATERLOO. IN 46793 PHONE (260)_a37-7891 FAX: (260) 837-7384 PO BOX 1006, 200 WHETSTONE R0. SWANS%,, SC 29160 _PHONE: (803) 568-2100 FAX: (803) 568-2121 600 APACHE TRAIL. TERRELL, TX 75160 PHONE: (972)524-54,07 FAX: (972) 524-5417 1050 WATERY LANE. BRIGHAN CRY, LrT 84302 PHONE (4,35) 919-3100 FAX: (435) 919-3101 Ar N N N N N N N N m W N m rn 0 �!--JIs) WIJ0(0No Q 0000 M N�IOrnNW•J0(0 00000000ar 00000000 NONNNO�JCOn �p (n .�► U Cn Ut �a (J1 Co � � N -►NN-► Nr� 11, CO �-I O) O Un. -P •+ c� W(00NNW A.fi U) U) (n WN I o -U C rTM CyV MBS EOP TWB 5/31/16 Building � rn MBS CDB RHW -N-N -4 o Building Dept. Review- REV 1 MBS CTW RHW 0 000L4 r -i L4 L4 co NNN 0 0 Ln (n (n frit 000 0 rnrnCO o U1 Ln U1 NNW r U O M Ln rr S a ap a _ ,.,. Ln w Ln oO Oo 0 0 0 (0'4..J00 - s -j W co -Ph a a (A N C) M oc� � Z M o � � m M mp- ,T �rn� _ v FA X O f0*1 Z M N D f�Tt Co - Q Z M frnO� � N CD � ? M 0 (n D O -r1 z D 0 z M IM ow0JO m m Z (n ? m c o '4 � 0 z z 0 0 �--�.� MU) Z o 0 co NZ G7 O < - . mN D< M 0 O fel O N `. z �>I momo O- II D M z Z z Z �0 � Mrn =z P a o Ov vovz m Z O -D-I r- r^ o Nm D z ;am II K z �5 m O -z-I m o o cn _ 0 r�Tl m (n - (n CONST ANCHOR BOLT PLANS MBS EOP TWB 5/31/16 Building Dept. Review MBS CDB RHW CKC 06/06/16 Building Dept. Review- REV 1 MBS CTW RHW CKC 8/10/16 H .,�w_.._..� _ .._..�....... i.... __.._._.�...-....,-....i.._ f -�......__�-�_..-__.___ _..-'.�.�_ __-T--� . .. .. _,�_ U O ID QUAN TYPE DIA LENGTH WASH 1 2 A325 1/2" 2 1 2 4 A325 1 2" 2" 1 CONNECTION PLATES FRAME LINE B DID MARK PART 1 JCA&PO1 2 JCT13 3 JCT02 4 JCL01 6 GCC03 7 GFI01 8 JCA&P01 RF2-1 - RF co w1-1 EC -1 I CO I cv 20,-0„ N SIDEWALL FRAMING: FRAME LINE B 3 2 (Gutter with 3 downspouts) REF TRIM -22 0-0-0-0-0-0 SIDEWALL SHEETING & TRIM: FRAME LINE B PANELS: 26 Go. CW — Polar White SP SIDEWALL FRAMING PLAN GENERAL NOTES I. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ROD 033E RDB- - 5/8' ROD CAA- - 1/4' CABLE RDC- - 3/4' ROD CAB- - 3/8' CABLE RDD- - 7/8' ROD CAC- - 1/2" CABLE RDE- - 1' ROD RDF- - 1 1/8' ROD RDG- - 1 1/40 ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. 4. THIS DRAWING IS NOT TO SCALE. C C [a N 2 JCA&P01 3 JCT13 4 JCT02 5 JCL01 7 GCC03 8 GFl01 9 1 JCAdcP01 LOCATION, --WF-2 QUAN TYPE DIA LENGTH WF -1 8 A325 3/4" 3 WF -1 — RF1-4 6 A325 3/4" 3" WF -1 — RF2-4 6 A325 3/4" 3" ECo 4 -RFI -4 RE2 4 c0c0 I I I c° N 20,-0„ cv cv 20,-0» cv _.� 3UTTECOUN TYDEVELOPMEN T SISI <VIDE- �,..... Fes.., ..., �...., DATEEl I . s i n Rw�� - I - E... \T. / I E\ I � I E �, �-' ), FOR CODE COMPLIANCE -ft 1-1, US` 2 /it INTERVVEST CONSULTING GR(') -(-IP SIDEWALL FRAMING: FRAME LINE F 2 (Gutter with 3 downspouts) REF TRIM -21 O 0-0-0 0 0 0 0 0 0 0 0 91 SIDEWALL SHEETING & TRIM: FRAME LINE F PANS: 26 Go. CW — Polar White SP 0 m m m Z n cr cl1 J 3 3 O m •> •> tY t� 2 U ami � Zd a 0 v+ v+ Z U m fD Q ESS/\ FFo OF I Cpl. U V p� �•N C �� 7 C 7 yy M V y O 7 �(/�) (D r 'l•i y V O Z g V V dL 2^v'o av s c �v � a 4— Z OC V ,���Po��o� W w J C, z W W � o LQ Q U mU O �W w¢z O Z ., O MO I Q Z�UxWU {�J� m0 W U)= O - _ zC0 W oLjo CL D V L U Q ESS/\ FFo OF I Cpl. N Cp C � O ZS V p� �•N C �� 7 C 7 yy M V y O 7 �(/�) (D r 'l•i y V O Z g V V dL 2^v'o av s c �v � a 4— �O� aN Op.y O N� C OC V ,���Po��o� W �oco E ocn 6`m o v b r- i RAKE ANGLE (L.L.V.) RAKE ANGLE (L.L.V.) (4) 1/2"0 x 2" BOLTS - TYP. ERECTOR NOTE: MK. MAL01 MK. MALO1 (6 BOLTS ® SINGLE CEE RAFTER) AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN HEAD BOLT co c FASTENER MK. H1020 FASTENER MK. H1020 RAFTER A325 BOLTS H0603 H0515/NUT H0400 MUST BE USED TO ATTACH THE FIRST GIRT TO THE GIRT M } AT EACH SUPPORT PURLIN AT EACH SUPPORT PURLIN NUTS H0300 $_ CLIP. THE BOLT/NUT ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. REFERENCE THE STANDARD "LAPPED GIRT" L o 00 j DETAIL FOR MORE INFORMATION. Y V Y U OF 4" _ _0 RAFTER COLUMN m CI_ m 0 SINGLE CEE COLUMN CUP FLANGE BRACE FBE. FIELD 0 W V U — L--- MK. EWAO1 REQ'D AT we yEw CLIP GCB03 BEND FOR PROPER FIT UP. USE 1/2" X ( m m N m ----- (2) 2" A325 ----------- -------------- — — A I I SINGLE CEE RAFTER CLIP MK. BOLTS H0603/NUTS H0300. GCW08 ® 8" I ( .,GIRT SEE PLANS FOR MK AND LOC. GCW10 ® 10 GIRTcn .- GC811 ® 12" GIRT ERECTOR NOTE: ERECTOR NOTE: I I I I °_ CLIP IS SHOP WELDED CLIP IS SHOP WELDED I ( I I I ®� ® ` m •> •> IN PLACE. IN PLACE. I I SINGLE OR DOUBLE ( I I I � RAFTER RAFTER I I CEE ENDWALL COLUMNcn I I I o 0 --------- --- I-- c SECTION A I � m m GIRT LAP ;. GIRT LAP WELDED CLIP CSD ENDWALL RAFTER WELDED CLIP @ R F ENDWALL ,7 • SEE ELEVATION SEE ELEVATION GIRT - ENDWALL CEE COLUMN TO RAFTER WALL GIRT TO COLUMN o to o m USE (4) 1/2" x 1 1/4" A307 BOLTS HOSoo NUTS H0400 / A7 REFERENCE o USE (4) 1 /2" x 1 1 /4" A307 a BOLTS H0500 / NUTS H0400 � A 10 o COLUMN TOP CUP FACTORY WELDED TO COLUMN o REFERENCE ERECTOR NOTE g 1 " C7 USE (1 1) 112-X 1 1/2- A307 BOLTS H0500/NUTS H0400 SEE ERECTOR NOTE , t $ -- ,• N o n cv `� Q, ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS m FOR TYPICAL WASHER REQUIREMENTS FOR TYP. WASHER REQUIREMENTS n r Q Z'ea gin nNsh COLUMN 1'-4" n q$ SINGLE CEE CENTERLINE OF COLUMN s V v 2" 4" � 8" 12 GIRT COLUMN 4 1 4 0 2 3 4 I ENDWALL �. 3" 4" 10 GIRT CEE FLANGE I RAFTER . �, o 3 0 I I � m W g I cn cn CLIP � ~ ~ CLIP —V' I �-- of Of GCC03 . 3. 3 � 4 � WELDED GIRT CUP 5 1$ 8 3 5 8' .�,,. ��:•.::. �_..:. a':'t''.s .. •'`'' 4 g N � W n o1 Ir 63 —� GCB03 - 0 — — N �— -- ------ --� MAR02 CEE FLANGE �' - - _ N 145 � $ .. � w w (D FASTEN WITH (2) H1026\"% AT EACH END FRICTION CLIP �Zi xz e�oZ ,n� 8g §-a h w 1 1/2 o E g I - O cV I' t �t p PORTAL COLUMN f COLUMN MK. JCP02 ®8" MK. JCP01 ® 10" EQ C CO N_l�� cv ®� MK. JCP03 ® 12 to 4CN 1 1 CLEAR OPENING ' FRICTION CLIP - n LOI I I I I ----- 1/2` — E( MK. JCA02 ® 8 MK. JCA01 ® 10" 3/4M _ STEEL LINE MK. JCA03 ® 12 " SEE BOLT TABLE ON — — — — — --t------ --� ENDWALL FRAMING DRAWING :�- 1 /2" LE1w CLIP MK. 3' a' 3' to' GIRT FOR BOLT SIZE AND QTY. DOOR JAMB GCW08 @ 8"GIRT wGIRT ANGLE MK. MAG01 GCW10 ®10" GIRT 2 3/4" or CHANNEL or 3 5/8- LAN FGE o WITH (2) H1020 (FIELD GCB11 ®12" GIRT o CUT TO LENGTH) STEEL UNE 5' 1 CENTERUNE OF COLUMN w Z CORNER GIRT DETAIL % USE (10) 1/2" x 1 1/2" A3o� GIRT TO PORTAL FRA M E D ETAI L JAMB" TO FINISHED FLOOR ENDWALL RAFTER SPLICE . o BOLTS H0500/NUTS H0400 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS to- FLUSH GIRT -FLUSH GIRT D9o USE A307 BOLTS REQUUIREMENTS H0400 FOR z — USE (2) 1/2' x 1 1/4' A307 o BOLTS H0500 /NUTS H0400NOTE: 0 "ATTACHMENT TO SLAB BY OTHERS** ES o BUILT-UP OR HOT -ROLLED RAFTER F.7 REFERENCE(EREC/TOR NOTE TYPICAL WASHER40 V REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS w ~ v REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS Q `^ ! w PURLIN LAP CV L Of_ 0 PURLIN LAP---.---- . SEE PLAN SEE PLAN �J ,.._..-.-.--adu TF'��, �' ~-� �. . „' ti.�.r :I=�.,fi iii i �_,. Q Q ENDWALL RAFTER ENDWALL RAFTER— — — ....w.t 1:' ..� --„ �. k �.,,. i, W LLJ z O 0 01 01..,j ' r 4 z LTJ = L'i m :D 0 1 I I ® I _ W�=(D 0L�UNOU cl� :DC z mr- o QR FESS/O�` I PURLINELDED H P W I S 0 , •.�., �o �� � SEE BOLT TABLE ON I CLIP �.,,� VV EL") ENDWALL FRAMING DRAWING �,-, 82 6 z m FOR BOLT SIZE AND QTY. i AOR CODE COMPLIANCPF * XP . I . 1 -JIG 2 �F IV I1- ,o��� CA0 RAFTER ERWEST V :5 Ft6 a C N� NDWALL RAFTER AT RIDGE PURLIN TO INTERIOR FRAM E RAFTER CONSULTINIG -, O� L'—•.n O s= ami c"" = O �� oUr N d s `` g,-. o BUILT-UP OR HOT -ROLLED RAFTER cD . USE 8 1 2" x 1 1/4 A307 o �o WITHOUT A COLUMN AT THE RIDGE REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS F12 a BOLTS H0500 / NUTS H0400 m REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS G2 � „ a go � Q $�r•P} o Q r- i ERECTOR NOTE.- EAVE OTE: II II II i II - II II II . II 11 (8) 3/4" 0 A325 BOLTS H0633 PORTAL RAFTER ii I I 0 0 �� NUTS H0320 11 I w II li 2 o II II I I� ®I I� II C.7 PART NUMBER ROOF SLOPE EAVE LINE T EACH LAPPEG� GIRT CONNECTION, (1) 1/2 " X 1 1/4" THIN EAVE ANGLE (S.L.V.)co 2:12 MAE03 3:12 MAE04 4:12 MAE05 5:12 MAE06 1 6:12 - - - - _ _ _ _ _ _ HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE 5 MK. MAE__ ---- FRAME COLUMN FRAME COLUMN FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST BE WRENCH (NOT REQUIRED AT OPEN WALLS) _ o J 3 3 / TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. co m a� a� - 1 i REFERENCE THE STANDARD LAPPED GIRT DETAIL" FOR MORE cr � II - INFORMATION. H10201, 6 O.C. @ CFR ROOF U �� q COLUMN WELDED CLIP H1020, (1) ® EACH END m CLASSIC ROOF Of cr- o o II II II SAVE PURLIN 0'- 10 3/4" SHOP (ORIENTED DOWNSLOPE) , rR WELDED CLIP � GIRT I I -mm � m � � II II II i II - II II II . II 11 (8) 3/4" 0 A325 BOLTS H0633 PORTAL RAFTER ii I I 0 0 �� NUTS H0320 11 I w II li 2 o II II I I� ®I I� II C.7 PART NUMBER ROOF SLOPE MAE01 1:12 MAE02 2:12 MAE03 3:12 MAE04 4:12 MAE05 5:12 MAE06 1 6:12 GIRT LAP I GIRT LAP �. HOT ROLLED ORcn " WELDED MEMBER Z SEE ELEVATION SEE ELEVATION - �. (i m m GIRT TO COLUMN REVERSE PURLIN WITH EAVE ANGLE r— II II -j _ .. Q o0 1-- O USE (7) 1/2' x 1 1/4" A307 11 p N BOLTS H0500 / NUTS H0400 n (LOW EAVE ALTERNATE MEMBER OPTION) n + n II II o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTSC- H2 0o USE (4) 1/2' x 1 1/4' A307 BOLTS H0500 /NUTS H0400 N n n V (n REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTSC I$ n iY► a$ - N co if -3z oa �n ^ n s o► THIS DETAIL REPRESENTS STANDARD EAVE CONDITIONS NOT ALL OPTIONS S THIS DETAIL WILL BE USED ON THIS PROJECT. ENTIRE EAVE MEMBER SHOWNOHERE, II II AS IT MAY NOT BE FULLY REPRESENTED IN THE ROOF SHEETING DETAILS. II II II 11 rl II II rl II II II rl I I PORTAL COLUMN PORTAL COLUMN II NOTE: INSTALL CLIPS ON JAMB BEFORE STANDING JAMB. USE LEVEL TO ALIGN GIRTS if ADJUST CLIP AS REQUIRED. U 43? 8 8 .o 1 m ._ FRICTION CLIP Ila, :fin snN FINISHED FI nnR ! ! !' [—EIVE MLIN PART NUMBER ROOF SLOPE MAEDI 1:12 W02 2:12 W03 3:12 MAE04 4:12 MAE05 5:12 MAE06 6:12 J 3 3 j m a� a� cr � U � O GIRT LAP I GIRT LAP �. HOT ROLLED ORcn " WELDED MEMBER Z SEE ELEVATION SEE ELEVATION - �. (i m m GIRT TO COLUMN REVERSE PURLIN WITH EAVE ANGLE r— II II -j _ .. Q o0 1-- O USE (7) 1/2' x 1 1/4" A307 11 p N BOLTS H0500 / NUTS H0400 n (LOW EAVE ALTERNATE MEMBER OPTION) n + n II II o REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTSC- H2 0o USE (4) 1/2' x 1 1/4' A307 BOLTS H0500 /NUTS H0400 N n n V (n REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTSC I$ n iY► a$ - N co if -3z oa �n ^ n s o► THIS DETAIL REPRESENTS STANDARD EAVE CONDITIONS NOT ALL OPTIONS S THIS DETAIL WILL BE USED ON THIS PROJECT. ENTIRE EAVE MEMBER SHOWNOHERE, II II AS IT MAY NOT BE FULLY REPRESENTED IN THE ROOF SHEETING DETAILS. II II II 11 rl II II rl II II II rl I I PORTAL COLUMN PORTAL COLUMN II NOTE: INSTALL CLIPS ON JAMB BEFORE STANDING JAMB. USE LEVEL TO ALIGN GIRTS if ADJUST CLIP AS REQUIRED. U 43? 8 8 .o 1 m ._ FRICTION CLIP Ila, :fin snN FINISHED FI nnR ! ! !' [—EIVE MLIN PART NUMBER ROOF SLOPE MAEDI 1:12 W02 2:12 W03 3:12 MAE04 4:12 MAE05 5:12 MAE06 6:12 r-- I SAVE PURLIN i PART NUMBER ROOF SLOPE MAF01 1:12 MAF02 2:12 "03 3:12 MW04 4:12 :12 a 6:12 T MK. JCA01 @ 10" � :ZZ x nWnZ )e-7 I,, /4" MK. JCA03 © 12" C" R a a 1 2" I L- H1020 s' O.C. (CFR ROOF'S do vR 1 s -II) I L_ Hl 020 s- O.C. CFR ROOF'S VR 16-11) Fm CLEAR OPENING — , 1 0- 1 o" I H1020 (1) EACH END (CLASSIC ROOF) j H 1020 (1) EACH END (CLASSIC ROOF) I EQ 2 2 • - 2 " 1 '-10" I SAVE ANGLE (S.LV.) i SAVE ANGLE (LL_v.) -I— (COLUMN(CLEAR)(COLUMN 1 (NOT REOUIRED AT OPEN WALLS) i MAF DOOR JAMB n I ) DEPTH) 24'-0" EAVE PURLIN EAVE PURLIN FRICTION CLIP I j I 4"/8" RLIN MK. JCP02 @ 8" I I (CENTER OF FRAME TO CENTER OF FRAME) CLASSIC, CFR, COMPOSITE CFR OR VR 16-11 ROOF CLASSIC, CFR, COMPOSITE CFR OR VR16-11 ROOF SYSTEM WITH SIMPLE EAVE, SCULPTURED EAVE SYSTEM WITH SCULPTURED EAVE AND WALL BMY OTHERS, K. JCP01 @ 10 OR EAVE GUTTER. PARTUM.. HEIGHT WALL PANEL OR NO WALL PANEL M K . JCP 0 3 © 12 I EQ GIRT �/ FULL HEIGHT PORTAL FRAME SECONDARY LOW SAVE MEMBER OPTIONS GIRT TO JAMB 0 N SEE PLANS and/or ELEVATIONS FOR MARK NUMBERS U 0 o USE (4) 1/2- x 1 1/4- A307 co z REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS H 1 REFER TO ROOF SHEETING AND WALL SHEETING DETAILS o BOLTS H0500 / NUTS H0400 — w JasC�= � FOR SHEETING, TRIM AND ACCESSORY ATTACHMENTS � REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS w F- U �J! ^ F-- Aff (^ Z w ! ! w ` oLn ANGLE BRACE---' MK CBA01-,ifi_1-01 MK# (� 2) 4 ��.�*., a�f �; t..........----.. r ,, �, ,-� . j �� � ti--� �- ��� �Rt � �tif 3Cre --- _ # CBA02 (FL 3) Z BUTIF r��._�: _ . L.J. tr a..1 �T Q Q J W/ 3/4" A325t, r T"'^ U m U 0 BOLTS -.- ti I --� F--- 0 0 < 0 w Qi' w W � � or to ():f ( w L ckf • ,..�.,. z ..z W LL-LL-Z� -�CD W STIFFENER �_ STIFFENER o �J`�Tf= .....;,.--�::=�.-,� W U O ACCU mr- "F-7 711tY VE� �, p QRO ESS /O�9 C E E® i A ® co 4/ �COMPLIANCt: t FOR CODE L 24 i P 018 PORTAL FRAME COLUMN PORTAL FRAME COLUMNAU1! f �' 1 2� F 0F CAL SFO - --- (2) 3/4" A325 BOLTS I ---- (2) 3/4" A325 BOLTS INITERWEST O CONSULTING`�� B�m�ORTAL TO COLUMN FLANGE BRACE @ FRAME & PORTAL COL. o •- lT � Qv� c-ig o c THIS CONNECTION CONNECTION AT GIRT ELEVATIONS THIS CONNECTION IS FOR THE KNEE OF PORTAL FRAME A 15! �� P= � N a�- 0 0 B�S-' c o uL � ��� B �v°JmU 0111 vm o o PART MTRL SIZE MTRL THICK. �58784 .060 MIN. S4 8 .060 MIN. 2" 4" 2" 8" GIRTS + 1 84 10 .060 I ! 6" 12" GIRT 8"� 10", OR 12" � S 1 Z84 10 ZEE .060 MIN. S � i I UR N \ \ MIN. ERECTOR NOTE: 3" i 4" i 3" 10" GIRTS � o 0 S2Z84 12 ZEE .075 MIN. LD LOCATED FRAMED 4 1 AT FIE 75 MIN. o ao OPENINGS, CREATE 9/16" x 1 " _•_ ; ; SLOTS IN THE JAMB LOCATED AS CLIP VARIESSHOWN IN THE DETAIL AT RIGHT. I , BLOCKING FRICTION CLIP , Q, 3 3 FRICTION CLIP MK. JCA02 AT 8 ENDWALL STEEL LINE - ot� 0:: �I� • I I • ,�� MK. JCP02 AT 8" MK. JCA01 AT 10" d . I ( MK. JCP01 AT 10" s MK. JCA03 AT 12" a- ooo � � • ! MK. JCP03 AT 12" PURLIN EXTENDS AT MAR01 ANGLE L.L.V. • (2 REQ D) RAKE EXTENSIONS WITH (1) H 1020 - m a n (2) 1/2 " X 1 1/4" A307 (SHOWN FOR FASTENER PER SUPPORT `� • I I `f' BOLTS H0500/NUTS H0400 REFERENCE ONLY) PURLIN I --------------------------------- ----------- T-CLIP MK. JCL— 10 0 CEE HEADER (4) H1020 ; WITH (6) H1020 FASTENERS cL 3 3 S__84 GIRT SCREWS PER END o �, �, TY ------ -T •>- I m ea — ----------------- - � CHANNEL (DEPTH cr 3 4" TO OF FIRST SET OF HOLES 3 4" MATCHES JAMB DEPTH) ' I S1C84 i a a 01 ' LENGTH OF FIELD CUT GIRT `-------------------------------------------- I ; FlELDW WORK NAS REQU REQUIRED. Q o m m i UNPUNCHED SHORT GIRT DETAIL HEADER WITH BLOCKING RAFTER K2 (TYPE VARIES FIELD CUT TO LENGTH AND FASTEN USE (4) 1/2" x 1 1/4" A307 BOLTS H0500 NUTS H0400 L- ) � JAMB EXTENSION TO LOW EAVE PURLIN/ WITH (3) H 1020 AT EACH END REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS NOTE: USE 2 2' x " - ENDWALL STEEL LINE () / 1 1/4 A307 BOLTS H0500/NUTS H0400 ; o ERECTOR NOTES: REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS 5_3 Z n 'y' n N coROD MARK HILLSIDE FLAT A307/A325 OUPLING- 2 ^ "' s °' -IF THE T -CUP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS DIAMETER NESTED GIRT BOLTS CAN BE REMOVED. ' TME NUMBER WASHERS WASHERS NUTS NUTS SECTION "A" -PRE-DRILL HOLES AT NESTED ZEE GIRTS AND DOUBLE CEE GIRTS AS REQUIRED. 5/8" 0 RDB __ (2) H0930 (2) H0210 (2) H0310 H0810 3/4" 0 RDC __ (2) H0930 (2) H0220 (2) H0320 H0820 _ 7/8" 0 RDD __ (2) H0930 (2) H0230 (2) H0325 H0830 PURLIN S LENGTH) PAN (CHANNEL PURLIN (TYPICAL) i J `vim i i - 1- 0 RDE __ (2) H0960 (2) H0240 (2) H0330 H0840 " ' A 1 1/8 0 RDF (2) H0960 (2) H0250 (2) H0450 H0850 ROOF I II _ STEEL LINE i i i, I 1 1/4 0 RDG __ (2) H0960 (2) H0260 (2) H0340 H0860 _ ADDITIONAL CHANNEL i i i, I --� (ONLY IF NECESSARY) '-------------- - i - SEE PLANS AND ELEVATIONS - -- - - �--- BRACE TYPE TURNBUCKLE CLEVIS ANCH FLOOR OR BOLTBRACE BOLT A NUT A325 CABLE (ANY 5/8 po 0 ROD H0730 H0710 BCSO4 BCS02 BCCO1 BCCO1 H0640 H0640 H0640 H0640 H0660 H0330 H0330 3/4" 0 ROD 7/8" 0 ROD 1" 0 ROD H0720 H0730 H0740 BCS03 BCSO4 BCL05 BCCO1 BCC01 BCCO2 H0330 H0330 H0340 1 1/8 if 0 ROD H0750 BCLO 1 BCCO2 H0660 H0340 1 1/4 it 0 ROD H0760 BCL02 1 BCCO21 H0660 H0340 U 0 E� ~ ifwl N � O�� W N�Of 1n O1 N o 0 00 4 R _0 ©"2S°' a a __ BRACE ROD -- II,, - FOR BRACING MARK NUMBERS --- S L -u � -�- - (OR EYEBOLT EE PLANS AND ELEVATIONS -------------� -----' 4" ��� '- CEE CHANNEL MK. M_ IF CABLE ASSY FOR 1�' ROD ASSEMBLY ' ADDITIONAL CHANNELS SHOWN ) BRACING MARK NUMBERS I e==V=:3 ')--.*----ZEE GIRT CLIP MK. JCS __ FOR CLARITY ONLY. CHANNELS �__________________ ________ �-' MK. RD--- ATTACH TO _ (IF REQ D) WEB OF I ARE REQUIRED ONLY WHERE TURNBUCKLE ' COLUMN OR HILLSIDE WASHER CHANNEL WITH (s) s NECESSARY. BRACE CLEVIS 4 ' i i H1020 SCREWS ATTACH TO PURLINS WITH 4 S RAFTER FLAT WASHER, ( ) -------------------- -' AND NUT H1020 SCREWS AT EACH END. COUPLING NUT ' (QUANTITY VARIES)JAMB EXTENSION ' (2) 1/2" x 1 1/2" A307 BRACE CLEVIS T—CLIP MK S8C84MARK BCC CLEAR BOLTS (H0500) & NUTS FIELD WORK AS CLIP REQUIRED. i OPENING &H BURR (HAND TIGHTEN (SEE ANCHOR BOLT PLAN FOR CLI JCT02 ; JAMB EXTENSION I S)4 N ANCHORING REQUIREMENTS) (IF REQ'D) MK. S_C84 ROD BRACE o - JAMB TO PURLIN CONNECTION • FIELD WORK AS REQUIRED. o WEB TO WEB o DIAGONAL BRACE TO FLOOR ANCHOR U I o (BYPASS ENDWALL GIRTS) L 2 0 u- Q v REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS o Z W + o J a Q 6 C7 3 TEK 3 BOX CEE STRUT DIMENSIONS SHOWN PIPE/BOX CEE STRUT DIMENSIONS SHOWN W CLIP (n z m CREWS H 1020 ; MK. JCT02 THIS SIDE OF CENTERLINE CANOPY BUILDING — ui _ THIS SIDE OF CENTERLINE STEEL UNE./j 0 � STEEL UNE ., / 8 1/4` --- ;''moo* �d ,,"� _ - ___..:_.�,.. -T Is. _ /._...-..-- —J f CEE � ----------------- - — ia'i: ..,.1�, •- � •�I^ ;Y; � �� �I: i rs�� � .. � �...... t _ — «TTL �. �` '' �. ,r t.'.c)t �� v t_�. Q Q Q END OF 5 3/8 3 3/4 3/4 4 1 /2" END OF PIPE/CEE ,,, , ,. ,,.,�-, r- (� MM U W j " BOX CEE � STRUT WITH O T -PLATE PIPE/ ;: -r--. F— " , I BOX --- - ,� f ►� yam'^ : t- WLIJ •. ¢ z .. 0 4 Icr ---------- ------ CE _--------- �-'� ---' [[ . --- CEE GIRT WITH Z I o .,, ,,r w STRUT CD —bi ------------_ -�----------- _ KNIFE CANOPY BEAM �` .^r - ��------- ___' _.----- -- -- ,� (f) _ .. oWUUU z PLATE o SEE ROOF PLAN I W ' "w..._..-� cn �-- r --------- m FOR MK a ►`1 F a LL_ (2) 1/2- X 1 1/4- 0 O N < i m o P -FESS /0 A307 THIN HEAD BOLT � w 6) TEK 3 W c 'ii H0515/NUT H0400 CREWS H 1020 I � .� � I -" z ,4 //^^ VJ I- I F=OR CODE COMPLIANCE. � 82 rn m ' SHOP WELDED PLATE ~ U 2018 CLIP I COLUMN OR RAFTER MK. JCT13 I FRAMED o o CA L,F i OPENING O p GIRT AS REQUIRED 4 3 Ao O BWITH OX CEE STRUT BOX CEE STRUT PIPE STRUT �0 T—PATE WITH KNIFE PLATE WITH KNIFE PLATE COLUMN FLANGE INITERWEST 0 �c D 000R JAMB TO GIRT CONSULTING r�Pr1 IPSTRUT L Y Q10CANOPY BYPASS EXTENSION DETAIL aN� _�y a_y� o USE (2) 1 /2` x 1 1 /4` A307 BOLTS HO500 /NUTS H0400 U.N.O. Q 6" PIPE STRUT OR BOX CEE STRUT AT 8` Q REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS L9 (MIN.) COLUMN OR RAFTER Y40 Ex N v NOTE: USE (2) 1` X 3 1/4" A325 BOLTS H0640/NUTS H0330 "LOW SIDE AT EAVE" WITH BYPASS GIRTS CCo$ � �."'X7 �" �N O.d •�N C / SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS NOTE: USE 1/27X 2' A325 BOLTS H0603/NUTS H0300 U.N.O. a° �'��""� �'E b7F g 0 �vmv E i3 V7 m o o i � `-SPREADER BAR STD. 1/2" A307 BOLTS EQ co MK. H0500 ,�, ) (NO WASHERS REQUIRED�n 2 1 2" ` o o0 o (MAX. IDTH) v VV\/\/ OUTSIDE FLANGE EQ. Y Y , V V 6'-0" MINIMUM 6'-O" MINIMUM 1, 1'—o" ' 8'-0" MAXIMUM 8'=0" MAXIMUM— GIRT LAP BOLTS NOT 1 (MAX. LENGTH) GIRT _ SHOWN FOR CLARITY. 0 _ _ - — — --- — — REFERENCE THE STD. SECOND LAPPED LAPPED GIRT DETAIL SECTION 'A' o A � PICK POINT FOR THOSE i GIRT REQUIREMENTS. s cn cn cn cn to co � � A BOLTED OR I i THIN HEAD 1/2- BOLT WELDED GIRT I IN, MK. H0515 ** CLIP "' ail (NO WASHER REQUIRED) '� cr_ I J 2 i ! GIRTS \ _� FIRST LAPPED GIRT GIRT (SHOWN) °D CD TYPICAL ( ) WIND JAMB SIMILAR (SIMILAR) o - BRACING STD. 1 /2 A307 " V a (D o a. Q) 0 NUTS MK. H0400 .: _ ...:=. • • ...• •. _:...,..•:.. , . :., ,. .. -t. , . , .• .:� -.:•• -• • : a. 'L . 'i .• • .v �i • • • .� ac ROD OR CABLE BRACING, z (7 C31 o SEE STRUCTURAL ELEVATIONS C) m m 3 SPANS MAXIMUM °O FOR SIZE AND LOCATIONS o Ln o LAPPED GIRT DETAIL 0 GUIDELINES FOR FIELD SLOTTING SECONDARY n 40 0 INTERIOR BAY UMNS U ** D1 THE THIN HEAD 2-A307 BOLT MUST INSTALLED INTO THE U / O nn o- dao " LIFT FIRST GIRT AND CUP OF A LAPPED CONDITION. THE BOLT/NUT W WEBS AT INSET OR FLUSH CONDITION W"0 ' 2 `° LIFT ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED Q n z eo 9) n 5.-. GIRT BEING INSTALLED. 90 C; r) C4 ul figin,"� � °g�TYPICAL - FIELD WELD- ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, COLD -FORMED REQUIREMENTS ERECTOR NOTE. STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. �3 COLD -FORMED THIS WILL CAUSE RAFTER T S LL DOWN a g m o to RAFTER THE RAFTER TO THE (UNLESS NOTED OTHERWISE ON DRAWINGS) ur cm TWIST. STRAP STRAP UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT d ,� N b s n : ALL FIELD WELDING MUST BE PERFORMED BY AWS CWB CERTIFlED WELDERS / ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE -" �r� WHO ARE QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE 4�c" 3:z z X , $.. �,� CORRECT INCORRECT GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE ao 2 s 6 6 o 6 ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE ABOVE THE GIRT. (REFER TO THE GIRT DETAILS ON THE Fn q" a R a K a SECTION A APPUCABL.E AWS/CWB SPECIFICATIONS. ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP • WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. MUST BE 70 KSI/483 MPa MATERIAL AND LOW HYDROGEN CONTENT. COLD FORMED ENDWALL ERECTOR DETAIL COLUMN I OPTIONAL It I CONNECTION ZEE 1) GIRTS, CLIPS, RAFTERS AND COLUMNS MUST BE SECURELY AND TIGHTLY BOLTED TOGETHER _PRIOR TO STANDING GALVANIZED STEEL FIELD WELDING OLUMN GIRT COLUMN- UP THE ENDWALL SECTION. (NOTE: THE GIRTS PROVIDE STABILITY TO THE ENDWALL SYSTEM DURING THE UP CEE ERECTION PROCESS) RECOMMENDATIONSGIRT z1 z 2) BUILT-UP COLUMNS/RAFTERS MUST BE ERECTED INDIVIDUALLY WHEN USED WITH COLD FORMED ENDWALL PARTS PREPARATION OF WELD AREA _STANDARD -_CLIP -iI CRP =� CONNECTION 3) THIS DETAIL IS SUGGESTED IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY OF ENDWALL PARTS AFTER ERECTION. AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE J w w GIRT SOUND JUDGEMENT BASED ON ERECTION KNOWLEDGE AND EXPERIENCE SHOULD BE APPLIED REGARDING SAFETY MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR CLIP AND PRACTICALITY OF INDIVIDUAL SITUATIONS. GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE ZEE GIRT ORIENTATION CEE GIRT ORIENTATION REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 cm) FROM EITHER SIDE 4) REGULATIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. STANDARD GIRT ORIENTATION DETAIL U FEDERAL AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. THE METAL BUILDING MANUFACTURER IS NOT oui GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON LZ o RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE WHICH MAY RESULT FROM FAILING TO MEET ANY OF THESE METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC 0 NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE REGULATIONS. FROM THE WELD AREA ARE ALSO EFFECTIVE. ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. O � z TYP i CAL WASHER TOUCH-UP OF WELD AREA REQUIREMENTS ERECTOR- NOTE BOLT/NUT ASSEMBLY REQUIRED AT LAPPED WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON ;�� 1# ! � � _ �� � Q � UNLESS NOTED OTHERWISE ON DRAWINGS C ) ZEE MEMBERS. (NO AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE ; - �_I�.�iI�F-. -- �.. ,.,. �- r�rC D��EI.O �rJ�i�T SE, �Vlua._�. �— U U �. BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) := I = PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT—DIP GALVANIZED �� T TE COUNT`' ry .,,, �-, t. E, -� `' '' ; .. m Z Q WASHER �' WASHERS ARE REQUIRED ON BOTH SIDES OF MATERIAL IF � ' w I COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, ZINC—BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR �` -� �-�' k• �• h:rw. ,�� ...,ti `' "' P. �' ,_., � ". r,,, f f �; t r ' r.(i w W O Q N ,`if _ z U W — Q O Z� U� " WWASHER — to O W SLOTS ARE USED ON BOTH , c ...., �_, ,.� ��, NUT SLOT SIDES NOTE LAPPED ZEE SECTION A i I I MEMBEREXCEPTION). ' � METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780. ,tom : • -�. p�f DATE y [..� 4......-.�.•. w (� = -1 W U o Q o = O U v Z cD m 'r— o BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS ' I B •SAFETY I � WASHER ONE WASHER REQUIRED ON LAPPED ZEE � � �' MEMBERS, & HEALTH WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA ,.,, ,� • �:� _ Y G ' �. --+ �� � �•� � �r� � QR FESS 10 � Fti SLOTTED SIDE ONLY. ` ����,� i �' PURLINS OR GIRTS PERMISSIBLE EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY Z 824 ``�018 NUT HOLE PRECAUTION, INCLUDING HIGH—VELOCITY CIRCULATING FANS WITH FILTERS, FOR CODE COMIPLIANC_m� LAPPED NESTED REGIONAIR RESPIRATORS AND FUME—EXTRACTION SYSTEMS SUGGESTED BY AWS, 2 Q \< ; �' SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED STEEL CAN(P 2011110- Q - BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS I: �� ;i — — — — ----- CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS'�e.' .0%�' IV1� p� NO WASHERS ARE REQUIRED w I ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT WHEN SLOTS ARE NOT USED. V' IUf I APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD I I . VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES. WTERVVEST _ NUT HOLE i WI i ---- PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, r- � �..� C 0 H. S U L-1- I N G L? �'� � � � z� � �� � � uuov����� � WASHER PART NUMBERS SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES, WHICH CONTAINS y�•S C+� U Q� =�z_���5�> H0200 — 1/2FLAT WASHER H0240 — 1 " FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL a��f V Qq� ` O H0210 — 5/8" FLAT WASHER H0250 — 1 1/8,, FLAT WASHER THE LAPPED REGIONS OF ZEE MEMBERS. AREA, VENTILATION AND FIRE PREVENTION. aoN gl v� w"', .q' H0220 — 3/4" FLAT WASHER H0260 — 1 1/4 FLAT WASHER SECTION " H0230 7/8" FLAT WASHER B„ .ncc t dcc v� Q M.4'3 Pov23�DZ — INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION v� f—, oN Eixbm c d d COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BETYPICAL UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS, CONSULT ENGINEER OF RECORD IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE FLANGE BRACE MAK NUMBERS 01 2'-4 1 2" OR 3'-6" PURLIN FLANGE BRACE OPPOSITE SIDE REQUIRED WHERE INDICATED ON ERECTION DWGS. AS "NS & FS" N `D _ ~' Lo co `D o o 00 8"03 03 49 1/2" aMASTIC 04 ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBOS ON THEM FB C 4" CENTERLINE OF THE Y Y MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. PURLIN FLANGE PURLIN STIFFENING LIP PURLIN WEB RESTRICTION:� UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP. � INDICATES LENGTH OF FLANGE BRACE IN INCHES LENGTH -E- -E- RAFTER ��� `� H0603 BOLT H 0300 NUT H0200 WASHERS FLANGE BRACE MARK FB NOTE: 1/2 X 2" A325, BOLTS ARE REQ'D 1 H0603 BOLT FOR BOLTING H0300 NUT FLANGE BRACES. NOTE: 1 2 X 2 A325 BOLTS A E REQ'D FOR BOLTING / FLANGE BRACES. // % H0603 BOLT FLANGE BRACE MARK FB H0300 NUTGENERAL wAs��Rs t COLUMN H03 3 BOUT H0200 WASHERS - � Of PURLIN WEB TO THE END INTERMEDIATE PURLINS PURLIN H1Q60 Cl -m o C F � � �� - OF THE END OF STIFFENER 12 O.C. FBD-- INDICATES LENGTH OF FLANGE BRACE IN INCHES LENGTH �- Z cl- �- 0 c = 3 '> Q cr- 3 '> a GIRTS MEWU TO EAW OPTIONS FOR SUPPORT ATTACHMENTS FBE OPTION A OPTION BCOUNTER –SEE CHART X200 LBS MAXI ,500 LBS MAX DRILL SUPPORT � SUPPORT ANGLE OR SOME COUNTER LENGTH 01 3578" N N 02 37 1/8- 8"03 03 49 1/2" aMASTIC 04 50 1 4" H0200 WASHERS - < c7t ton FLANGE BRACE OPPOSITE SIDE2'-4 1 Z2" LWALL GIRT o REQUIRED WHERE INDICATED (OR 39- 6 1" m ON ERECTION DWGS. AS "NS & FS" THROUGH THE OTHER TYPE OF LENGTH TYP FLANGE BRACE E Q B U COL L & GIRT BOTTOM FLANGE OF BRACKET. (NOT BY NBS) TYP FLANGE BRACE @ PURLIN & RAFTER _ THE PURLIN. SUPPORT THROUGH o o n ♦ $ N N O PURLIN WEB. o o o N c+ •� o o NOTE. SEE PLANS AND ELEVATIONS FOR NOTE. SEE PLANS AND ELEVATIONS FOR �,, 1/2"0 MAXIMUM BOLT Q Q FLANGE BRACE PART. MARKS Q — FLANGE BRACE PART MARKS Z2 � "" (NOT BY MBS) i o 9 In^ N pM " " .. "N > » agr � rn I SUPPORT 12 C LASS f C PANEL ERECTIONNOTESANGLE • • • - NOT BY MBS I 1" MAXIMUM FROM 1 " 1 1 " MAXIMUM FROM CENTERLINE OF PURLIN CENTERLINE OF PURLIR— WEB TO CENTER IN OF W SEE HE CLA SIC 0 7 1 b & SIDE LAP FASTENER SPACING DETAIL FOR SIDE • H1060 STITCH FASTENER (PANELS 3fi' NET LAY) a Sit, o LAP FASTENER SPACING 1�,6 H1040 STRUCTURAL FASTENER n N g m n a� I �4Wa+ • n � a+ L E EB TO CENTERLINE OF �' R ZZ3 8 W .. SUPPORT SUPPORT END LAP---,, �2'' ERECTOR NOTE; 1/2_ SIDELAP � $ EAVE, RIDGE, & END LAP IF REQUIRED • i-.Tem..��-..rte . r �.Tr►.rr� W/0 WASHER PHIWPS HEAD N N N \ \ \ N 7" N N 1 7" t N N 1 7" 1 N ooz :O - aMASTIC o -, z _FA CENTERLINE OF THE RIDGE OR HIGH VE SEE HE CLA SIC 0 7 1 b & SIDE LAP FASTENER SPACING DETAIL FOR SIDE • H1060 STITCH FASTENER (PANELS 3fi' NET LAY) a Sit, o LAP FASTENER SPACING 1�,6 H1040 STRUCTURAL FASTENER n N g m n a� I �4Wa+ • n � a+ L E EB TO CENTERLINE OF �' R ZZ3 8 W .. SUPPORT SUPPORT END LAP---,, �2'' ERECTOR NOTE; 1/2_ SIDELAP � $ EAVE, RIDGE, & END LAP IF REQUIRED • i-.Tem..��-..rte . r �.Tr►.rr� W/0 WASHER PHIWPS HEAD L! ! ! ! ! ! ! R [ ! ! N SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) �`�{ '� r\l (a 11 \117 UM prp (H3010) IS REQUIRED IN SNOWDRIFT CONDITIONS. D=l? Tn n� n MenNc rnoHIGH N 9 1 2" N 9 1 2" ooz :O - aMASTIC o -, z _FA CENTERLINE OF THE JI KIJI-- I vKHL rHJ i tIVtK � .....� ...�........... ..�.. �... .... ...� .�.,,...,.... ..,�. MK. H 1030 LOCATION REQUIREMENTS. O" g a • " " 12" 12" 12" OPTION C. X (200 LBS MAX IF PURLIN FLANGE± 1 " SUPPORT CLAMPS "X" = TOTAL PROJECTED CORNER 1. txm errs To Iva! Posr m • TRIMBEFORE STAMM PAR! ERECT10N. WALL. PANEL hINHTA{N W000 EILOCKIMG (NOT BY • _ _ NUCOR) UNTIL PM1fL TO STRUCTURAL • - - ° - ° - FASTD0S ARE WSTAIM. AREUSED. DISTANCE FROM THE W/0 WASHER PHIWPS HEAD L! ! ! ! ! ! ! R [ ! ! N SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) �`�{ '� r\l (a 11 \ ` \ N 9 i 2" N 9 1 2" N 9 1 2" EACH SUPPORT AND SPACED EQUALLY BETWEEN SUPPORTS. NOT TO EXCEED 20" (1'-8"). CORNER 1. txm errs To Iva! Posr m • TRIMBEFORE STAMM PAR! ERECT10N. WALL. PANEL hINHTA{N W000 EILOCKIMG (NOT BY • _ _ NUCOR) UNTIL PM1fL TO STRUCTURAL • - - ° - ° - FASTD0S ARE WSTAIM. AREUSED. DISTANCE FROM THE W/0 WASHER PHIWPS HEAD L! ! ! ! ! ! ! R [ ! ! N SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) �`�{ '� r\l (a 11 \ ` \ N n M N SIDE LAI' Z ALIGN Mro PLUMt3 t Mol WALL PANEL EACH SUPPORT AND SPACED EQUALLY BETWEEN SUPPORTS. NOT TO EXCEED 20" (1'-8"). CENTERLINE OF THE RIDGE OR HIGH VE 3. To PREVENT "OIL -CANNING", ALL PANG. PURLIN WEB TO THE END INTERMEDIATE PURLINS PURLIN H1Q60 F � � �� OF THE END OF STIFFENER 12 O.C. GIRTS MEWU TO EAW LIP. I (= 3 5/8" +/- 1/16-) AT TRIM : -l' STTn1CTURAL GTT TOWAM THE EAVE- INTERMEDIATE __ ___ _ • o MUST BEs LEVEL 4. " " " 12 12 12 P U R LI N - AND CORRECT TO TFC OUT -TO -OUT SM CLAMP 1 MAXIMUM NOTE: (NOT BY NBS) THE CENTERLINE OF THE SUPPORT I MUST BE WITHIN 1 " FROM CENTERLINE OF THE PURLIN WEB. I , 1060 AT EACH UNE DuENS m - END LAP PURLIN END AND AT 30' 5. ERECTION MIN IS TO CLEAN ALL WALL LOW EAVE (IF END LAP IS REQUIRED) O.C. MAX. PANE1S BUDW LEAVING JOB SITE. END OF PANEL SEEN 6. ERECTOR IS TO ERECT PANELS SO TERLINE OF SUPPORT CENTERLINE OF PURLIN NOP SUPPORTSTHATI I BASE —� STITCH THAT SWAPS ARE AWAY FRN THE WINCEN EAVE MEMBER (VARIES), EAVE INTERMEDIATE MEMBER FASTENERS MAY 7. STORE PM LINE of SM T OIr- LOW EAVE STRUT SHOWN FOR REFERENCE PURLIN UPR WITH NOT LINE MO P SEE � Y T P�xT � o - o o -o o - o . o ELEVATIONS. 8. AT RUSH GIRT COI�(TiONS, PRE -DRILL z PURLIN SUPPORT METHODS CLASSIC ROOF STRUCTURAL FASTENER SPACING STANDARD -- -- -- LAJ �`"'� (C STS 0E FOR E — } Q PANEL ATTACHl�lEM AT THESE ARFAS. m o z w STANDARD FASTENER SCHEDULE N 6" SEE DETAILS BELOW LEFT FOR SIDE LAP FASTENER � p " 6" 6" O.C. SPACING AT THE REMAINDER OF THE PANEL RUN � J H�� SELF -TAPPING SCREW SELF-DRIWNG SCREW H1070 SELF-DRIWNG SCREW " 6" 6" O.C. 6 p / Q GOOF SCREW H� 12-14 x 7/8' 12-24 x 1 1 2" TCP5 6 MAX ,�/� i' �t ,._'"" 17-14 x 1 1/4) TCP3 W/0 WASHER w/o WASHER _ _ _ - - - SIDE LAP FASTENERS (MK. H1050) AT EACH SUPPORT+i►L� �,- X� ,�� E �. �►��'��� ; �4�/i� W Q Q WITH WASHER 5/16- HEAD - AND 6 ON CENTER BETWEEN SUPPORTS 31 U i I E OOIs� U U 0 LONG LIFE FASTENER - - AT THE FIRST TWO LOW EAVE PURLIN SPANS N=ry--� R �' -C ""¢"' E`er'`. i "�'� _,.i �— 0 1/2 THK MAX x 3 8" HEAD 5 16" HEAD • �� '�, � i r�,, - `. ..... � 1 � '�. �,., / / DRIWNG CAPACf1Y., 1; W Q to ROOFt: Q 0 z 0 SELF-DRIWNG SCREW 4 SELF SCREW EAVE MEMBER URLI TYPICAL SIDE LAP �...,� �.,ti `';-r, -,a r �" i'''• ' Z U W U W O "�� 12-14 x 2" VARIES, EAVE .,�. " --t �s t ,•. t. W — — � W /4-14 x 1 1/4 TCP3 E W O WASHER TCP3 w/0 WASHER STRUT SHOW _,. ` 1 �'w p tD SEE THE CLASSIC ROOF STRUCTURAL �.,,- .,,., �..�" :.. ... (n D- o = Z / FASTENER SPACING DETAIL FOR o 0 5/16' HEAD o W U U m c- 3/16" THK MAXSTRUCTURAL FASTENER SPACING SECOND UPSLLOPEj��'j'� ,,, BY � p - DRIWNG CAPACITY 5/16» HEAD FIRST TWO LOW EAVE SPANS PFROM EAVE H 1030 SELF-DRIWNG SCREW H1047 SELF-DRIWNG SCREW H1100 1/8" x 3/16" (EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS) Q FESS /p TCP2 WITH WASHER TCP3 FLAT TOP BLINDLESS STEELPOP RIVET � * EQUAL* FIRST PURLIN �� O C l WITH WASHER EQUAL UPSLOPE FROM EAVE � � �.:,�• Q-���N � S 9 F2 LONG LIFE FASTENER I :� A I �•. (' ? R.E'� _... » UAL _ E - � . ,� 2 5/16 HEAD0 5/16 0 HEAD EQUAL EQ I _ _ _ - EAVE MEMBER (VARIES), EAVE 82 m EQUAL - STRUT SHOWN FOR REFERENCE FOR CODE COMPLIANCF- 20H i035 SELF-DRIWNG SCREW �� 1050 SELF-DRIWNG SCREW H1110 3/8"0 STAINLESS 12-14 x 1 1/2' 1/4-14 x 7/8" TCP1 GROMMET FASTENER TCP2 WITH WASHER WITH WASHER ROOF PANELLIP 3/32" x 1/2" TAPE # 61 1V LONG LIFE FASTENER P":;LONG LIFE FASTENER A K H +�, r [.r= 1F0 M STIC M 3010 L -. 2 it ? 0 � CAS 5/16' HEAD 5/16" HEAD ROOF EL URLI PAN 1 4 SELF-DRIWNG SCREW H1060 SELF-DRIWNG SCREW -H122.0 SELF-DRIWNG SCREW SPANS LESS THAN 5'-0" N , 0. -- 12-14 x 1 1/4".12-14 x 7/8 TCP1 12-14 x 1 TCP3 _,,--PURU TCP2 W/0 WASHER 5/16"0 HEAD Wam7-5/O WASHER 5/16' HEAD W/0 WASHER PHIWPS HEAD L! ! ! ! ! ! ! R [ ! ! N SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) �`�{ '� r\l (a 11 \ ` \ N n M N N rO f0 N EACH SUPPORT AND SPACED EQUALLY BETWEEN SUPPORTS. NOT TO EXCEED 20" (1'-8"). 1060 AT EACH UNE DuENS m - END LAP PURLIN END AND AT 30' 5. ERECTION MIN IS TO CLEAN ALL WALL LOW EAVE (IF END LAP IS REQUIRED) O.C. MAX. PANE1S BUDW LEAVING JOB SITE. END OF PANEL SEEN 6. ERECTOR IS TO ERECT PANELS SO TERLINE OF SUPPORT CENTERLINE OF PURLIN NOP SUPPORTSTHATI I BASE —� STITCH THAT SWAPS ARE AWAY FRN THE WINCEN EAVE MEMBER (VARIES), EAVE INTERMEDIATE MEMBER FASTENERS MAY 7. STORE PM LINE of SM T OIr- LOW EAVE STRUT SHOWN FOR REFERENCE PURLIN UPR WITH NOT LINE MO P SEE � Y T P�xT � o - o o -o o - o . o ELEVATIONS. 8. AT RUSH GIRT COI�(TiONS, PRE -DRILL z PURLIN SUPPORT METHODS CLASSIC ROOF STRUCTURAL FASTENER SPACING STANDARD -- -- -- LAJ �`"'� (C STS 0E FOR E — } Q PANEL ATTACHl�lEM AT THESE ARFAS. m o z w STANDARD FASTENER SCHEDULE N 6" SEE DETAILS BELOW LEFT FOR SIDE LAP FASTENER � p " 6" 6" O.C. SPACING AT THE REMAINDER OF THE PANEL RUN � J H�� SELF -TAPPING SCREW SELF-DRIWNG SCREW H1070 SELF-DRIWNG SCREW " 6" 6" O.C. 6 p / Q GOOF SCREW H� 12-14 x 7/8' 12-24 x 1 1 2" TCP5 6 MAX ,�/� i' �t ,._'"" 17-14 x 1 1/4) TCP3 W/0 WASHER w/o WASHER _ _ _ - - - SIDE LAP FASTENERS (MK. H1050) AT EACH SUPPORT+i►L� �,- X� ,�� E �. �►��'��� ; �4�/i� W Q Q WITH WASHER 5/16- HEAD - AND 6 ON CENTER BETWEEN SUPPORTS 31 U i I E OOIs� U U 0 LONG LIFE FASTENER - - AT THE FIRST TWO LOW EAVE PURLIN SPANS N=ry--� R �' -C ""¢"' E`er'`. i "�'� _,.i �— 0 1/2 THK MAX x 3 8" HEAD 5 16" HEAD • �� '�, � i r�,, - `. ..... � 1 � '�. �,., / / DRIWNG CAPACf1Y., 1; W Q to ROOFt: Q 0 z 0 SELF-DRIWNG SCREW 4 SELF SCREW EAVE MEMBER URLI TYPICAL SIDE LAP �...,� �.,ti `';-r, -,a r �" i'''• ' Z U W U W O "�� 12-14 x 2" VARIES, EAVE .,�. " --t �s t ,•. t. W — — � W /4-14 x 1 1/4 TCP3 E W O WASHER TCP3 w/0 WASHER STRUT SHOW _,. ` 1 �'w p tD SEE THE CLASSIC ROOF STRUCTURAL �.,,- .,,., �..�" :.. ... (n D- o = Z / FASTENER SPACING DETAIL FOR o 0 5/16' HEAD o W U U m c- 3/16" THK MAXSTRUCTURAL FASTENER SPACING SECOND UPSLLOPEj��'j'� ,,, BY � p - DRIWNG CAPACITY 5/16» HEAD FIRST TWO LOW EAVE SPANS PFROM EAVE H 1030 SELF-DRIWNG SCREW H1047 SELF-DRIWNG SCREW H1100 1/8" x 3/16" (EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS) Q FESS /p TCP2 WITH WASHER TCP3 FLAT TOP BLINDLESS STEELPOP RIVET � * EQUAL* FIRST PURLIN �� O C l WITH WASHER EQUAL UPSLOPE FROM EAVE � � �.:,�• Q-���N � S 9 F2 LONG LIFE FASTENER I :� A I �•. (' ? R.E'� _... » UAL _ E - � . ,� 2 5/16 HEAD0 5/16 0 HEAD EQUAL EQ I _ _ _ - EAVE MEMBER (VARIES), EAVE 82 m EQUAL - STRUT SHOWN FOR REFERENCE FOR CODE COMPLIANCF- 20H i035 SELF-DRIWNG SCREW �� 1050 SELF-DRIWNG SCREW H1110 3/8"0 STAINLESS 12-14 x 1 1/2' 1/4-14 x 7/8" TCP1 GROMMET FASTENER TCP2 WITH WASHER WITH WASHER ROOF PANELLIP 3/32" x 1/2" TAPE # 61 1V LONG LIFE FASTENER P":;LONG LIFE FASTENER A K H +�, r [.r= 1F0 M STIC M 3010 L -. 2 it ? 0 � CAS 5/16' HEAD 5/16" HEAD ROOF EL URLI PAN 1 4 SELF-DRIWNG SCREW H1060 SELF-DRIWNG SCREW -H122.0 SELF-DRIWNG SCREW SPANS LESS THAN 5'-0" N , 0. -- 12-14 x 1 1/4".12-14 x 7/8 TCP1 12-14 x 1 TCP3 _,,--PURU TCP2 W/0 WASHER 5/16"0 HEAD Wam7-5/O WASHER 5/16' HEAD W/0 WASHER PHIWPS HEAD �---+� „ i OR = TO 5 —O (EACH SUPPORT AND 1/3 POINTS BETWEEN SUPPORTS) NON–UL 90 EACH SUPPORT AND MIDPOINT BETWEEN SUPPORTS.INITERWEST SIDE LAP MASTIC DETAIL (AT FULL LENGTH OF ALL SIDE LAPS) �`�{ '� r\l (a 11 � ��SPANS ������`�� �Z o �m _ •• � � s T Pig O 1117— UL 90 EACH SUPPORT AND SPACED EQUALLY BETWEEN SUPPORTS. NOT TO EXCEED 20" (1'-8"). H79 1041 SELF-DRIWNG SCREW H 1 O61 SELF-DRIWNG SCREW - - - - ~ .� • .�� _ o f _ 10 -- �a�.a� .:s O N 0. A Pa. _ 12-14 x 1 1/4* 12-14 x 7/8" CA o E's H E�� TCP2 FLAT TOP P I FLAT TOP 0 WITH WASHER TCWITH WASHER o ooy= _ a s q q $� Ln ap i^�v yN �v CLASSIC ROOF SIDE LAP FASTENER SPACING STANDARD ��Po�v �P��0 5/16' HEAD 5/16-0 HEAD o f-- m E �3N F3,5m o o I 0 WALL PANEL (3) SELF -DRILLING _ ("CLASSIC WALL" SHOWN) BUILDING GIRT SCREWS (PROVIDED IN AT 7'-6" ELEV. HARDWARE KIT) I DOOR HEADER • PLEASE REFER TO Lo l(DI co B FACTORY INSTALLED o HTA_ ON DOOR ° ' V U CLIP - FACTORY THE ROOF AND ATTACHED TO JAMB � (ADJUST AS REQ'D) • DOOR JAMB • al DOOR FACTORY INSTALLED WALL SHEETING OPENING ON DOOR ;cn m m m DOOR 7 000' ERECTION tn C z C SUBJAMB, FACTORY i? INSTALLED ON DOORANUALS FOR J 3t o m > JT JT DOOR FRAME INSTALLATION AT TOP a a STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED. FURTHER N Z JAMB (8" STD.) (4) SELF-DRILLINGASSEMBLY m mI I I SCREWS (PROVIDED IN HARDWARE KIT) INSTRUCTIONS p Nn^ N N ^ N�o O o CLIP - FACTORY * ATTACHED TO JAMB Z 1h FINISH � FLOOR (ADJUST AS REQ'D) M$ e M 5 n MJ N2 �v DOOR TRIM ELEVATIONco (2) 1/2- 0 `'r NUCORWALKDOOR EXPANSION BOLTS a g W �, (PROVIDED IN �� 40 4 "' .. HARDWARE KIT) 4 � 8 3 4D � o � W ERECTION DETAILS .�Z g= I0 oZ o DOOR FRAME INSTALLATION AT BASE o" gCL o USE ONLY WHERE STANDARD NUCOR DOORS ARE STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED. REQUIRED. SEE COVERSHEET (SHEET Cl) FOR ATTACH CLIP TO GIRT WITH (3) SELF—DRILLING SCREWS. STANDARD DOOR REQUIREMENTS. LINER PANEL (IF REQ'D.) INSULATION (BY OTHERS) GIRT AT 7'-6" A.F.F. H 1040 EA. END LINER HEAD COVER AT 8" GIRTS 3070 DOOR MK. HTB01 6070 DOOR MK. HTB02 AT 10" GIRTS 3070 DOOR MK. HTCO1 6070 DOOR MK. HTCO2 AT 12" GIRTS 3070 DOOR MK. HTC 11 6070 DOOR MK. HTC 12 CAP TRIM MK. JTD087 AT "REVERSE CLASSIC" PANEL (REQ'D. AT LINER ONLY) CAP TRIM MK. HTD121 AT AT ACCENT AND "CLASSIC" PANEL PE R �,44 IT it__ LINER (IF REQ'D.) (REQ'D. AT LINER SUTTF,,l_';*,0LJNl ' DEVLOPrEENTSEIVICEu EXTERIOR (FIELD CUT AS REQUIRED) " WALL PANEL MK. JTB01 AT 8 GIRTS. i MK. JTC01 AT 10" GIRTS LINER CAP TRIM MK. JTC 12 AT 12" GIRTS �-• � f`-;� ` ,! � ¢ ' .• �, �..`',, � a �, �• I `h � �:: � � --.: MK. HTD 121 ELEV.= ► ; (REQ'D. AT LINER ONLY) REQ D. AT LINER ONLY) (•x 7'-2" A.F.F. i (FIELD CUT AS REQ'D) DA TF--.,— _ BY U CAP TRIM MK. HTD121 AT Z "ACCENT" AND "CLASSIC" SUBJAMB DOOR JAMB _ — t_ HEAD TRIM OFPANEL. JTDO87 AT ~ MK. HTA044 AT 3070 DOOR "REVERSE CLASSIC" PANEL. W MK. HTA080 AT 6070 DOOR (AT LINER ONLY) DOOR Z � D JAMB COVER DOOR JAMBMK. JTB01 AT 8" GIRTS JAMB TRIM MK. JTA087 =1 MK. JTC01 AT 10" GIRTS INSULATION AT "ACCENT" AND � Q � Q DOOR MK. JTC12 AT 12" GIRTS (BY OTHERS) "CLASSIC" WALL PANEL U m U 0 (REQ'D. AT LINER ONLY) 0 (FIELD CUT AS REQUIRED) W 0 0¢ Z to EXTERIOR JAMB TRIM MK. JTDO87 Q a z o C (5) H1040 WALL PANEL AT "REVERSE CLASSIC" Z W W U U � W :2 W WALL PANEL C, (n = 0 D = EQUALLY SPACED o W U� 00 m� HEAD TRIM DETAIL - SECTION B JAMB TRIM DETAIL - SECTION C oo D oFFss/o an F Z n 1L wr/9t � +ate' �1 �� � 4 � \ • � / t E � � � c� 24 R, R. ....,._.. rte. w z 18 DO NOT ATTACH INTERMEDIATE GIRT BELOW 7'-6" TO FOUR CODE COf�riPLIANCr_–_ 0) PRE—ASSEMBLED DOOR SUB—JAMB. EXTRA JAMBS HAVE r gTFo ,Fo BEEN PROVIDED FOR ATTACHMENT OF THE INTERMEDIATE /-JJG 2 lit 2.016 GIRT BELOW 7'-6". N o � �o o �E �� d�7 t;,. o Zyr, c�v� otINTCRWES C0KlSUL.Tlt**,,lP rPr)lL �•a'vv�,�yv�vao t}'� a O� C'1 ; p• N O f/1 O iS 7 C G ON � vC � ocm ccn NVm C2 v i END OF ROOF PANEL 5 1 4" STEEL LINE — + START (SEE ROOF PLAN) GUTTER HANGER 3/4" TAPE MASTIC MK. RIB USE 0" TAR MK. H2190 AT 24" H3000 (6 PIECE) DIRECTLY O.C. WITH (3) i BELOW FASTENERS RIB IF NOTOTED SYMMETRICAL ABOUT H1050 FASTENERSZ CRIB INSIDE PANEL CLOSURE FIELD CUT I MK. H341-0 WITH 3/4" AS REQ'D. H1050 5 1/4" 3/4 TAPE MASTIC I TAPE MASTIC MK. H3000 4" O.C. 2 1/4" TAPE MASTIC MK. H3000 ( ) rZ )BETWEEN TRIM AND PANEL w TOP AND BOTTOM ( ) RIDGE CAP OPTIONS ROOF SLOPE MARK NUMBER 1/4 - 1:12 RGA05 1 1/4 - 2:12 RGA15 2 1/4 - 3:12 RGA25 3 1/4 - 4:12 RGA35 NOTE 1 `o 'D `o FILLER TRIM MK. MF801 (SHOWN) IS , � o NX REQUIRED WHERE START/FINISH to oho DIMENSION IS LESS THAN OR 'CLASSIC WALLw EQUAL TO 3 1/2-. SEE ELEVATIONS L Y Y H1060 12" O.C. v v M 3 3 I "CLASSIC" � RAKE TRIM MK. H3020 " m � � 1/2" TAPE MASTIC I CLASSIC ROOF p 3" 1 -4 3/4" TAPE MASTIC GIRTS �- MK. H3010 I MK. RTA ROOF PANEL MK. H3000 �' o V O i NOTE: PLACE 0- GUTTER BRACKET 0 Z o UNDER THE LIP 0 TO 3 — �, ., N NOTE 1 cn to w Z -- -- - - OF THE GUTTER -------- _ � g o a H1020 AT EACH SUPPORT — W L1J _--- --- L j FASTEN INSULATION WITH H 1020 H1050 FASTENER & H2200 INSULATION Q RAKE ANGLE (L. L.V.) — � H N cn Q FASTENERS 0- MK. MALO1 H1030 FASTENER (SEE THE ROOF PANEL I � WASHER 12 O.C. (AT HIGH RIB) H 1060 AT 12" O.C. 31: a .J tL CLASSIC ROOF STRUCTURAL cAJ Q GUTTER H1030 FASTENER (SEE THE p (12" O.C.) FASTENER SPACING DETAIL PURLIN m '> '> MK. GTA_ CLASSIC ROOF STRUCTURAL PURLIN FOR SPACING) w OUTSIDE CORNER o H1060 FASTENER SPACING DETAIL) p WALL PANEL MK. ocAol w w = a a FASTENERS ~ OUTSIDE PANEL CLOSURE FASTENERS MUST NOTE 1 CLASSIC WALL v aD au o AT 12" O.C. EAVE STRUT SHOWN, MEMBER MK. H3400 @ "CLASSIC PANEL" ENGAGE STRUCTURAL START c" Q, MK. H3420 "ACCENT PANEL" SUPPORT MEMBER FOR H1040 AT EACH SUPPORT V) SIMPLE EAVE VARIES (REFERENCE THE FINIS DIMENSION H1060 12" O.C. z v TRIM MK. LEA01 SECONDARY LOW EAVE MEMBER MK. H3410 @ REV. "CLASSIC PANEL" AN EFFECTIVE SEAL SEE PLAN 'ALL PANEL OPTION DETAIL FOR ALTERNATE BETWEEN RIDGE CAP & I BETWEEN SUPPORTS � MEMBERS) PANEL RIB EAVE GUTTER AT "CLASSIC" ROOF SCULPTURED RAKE AT "CLASSIC" ROOF DIE—FORMED RIDGE AT "CLASSIC" ROOF OUTSIDE CORNER AT "CLASSIC" WALL ..- Nn� "0 � �NOO- o SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS TRIM -1 W SEE WAIL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS TRIM -2 C)TRIM-3 0 TR I M_7 ^ ^ co 0 � z � h m MARK nHTIET LOCATION $ o N 5 "' O z w CL 0 COVER TRIM CCA__ (USE AT 8" CEE) CCB (USE AT 10" CEE) CCC (USE AT 12" CEE) CSA_ -(USE AT 8" STRUCTURAL CEE) CSC (USE AT 12" STRUCTURAL CEE) CCE (USE AT 8" HEADER WRAP) CCF (USE AT 10' HEADER WRAP) CCG (USE AT 12' HEADER WRAP) USE 4 POP RIVETS USING A DS TO SIZEaJ MK. H1100 AT ALL OVAL AREA. NEXT. CUT MARK OUTLET LOCATION USE 4 POP RIVETS USING A OS TO SIZE OVAL MK. H1100 AT ALL t3 ELBOW. "S". AND ALONG THE DASHED AREA. NEXT, CUT ALONG " DOWNSPOUT LINES. BEND TABS THE DASHED LINES. BEND DOWNSPOUT AND ~< $ ^ o CONNECTIONS U.N.O. kk4"> DOWNALONG THE SOLID TABS DOWN ALONG THE ^ - �a " CONNECTIONS U.N.O. r,UNES AND ATTACH 4"> 5 SOLID LINES. ATTACH W I • DOWNSPOUT "S' TO K, ELBOW,0 CUTTER TABS PANS t>N� p45T1NG PASS ERECTOR NOTES: GUTTER TABS WITH (4) WITH 4 H1060 Ing,N FASTENERS. H1050 FASTENERS 12" O.C. H1060 FASTENERS. 4"In n n 1. METERING OF THE "S" GUTTER W 1 1/2" TAPE MASTIC MK. A N 8 °1 " MK. H2330 H3001 BETWEEN PANELS :z i X z iJ z WILL BE REQUIRED AT ELDO MIN. 0 0 3 SLOPES OVER 4:12 DOWNSPOUT S FULL- OR PARTIAL (NOTE: FASTENERS MUST n o $ o 5 _ ---- --- SECTION AS ----------- - - ,o FOR PROPER UNE UP MK. H232 PENETRATE THE MASTIC) � WITH THE DOWNSPOUT. � FOR LINER PANEL, REQUIRED __------- --'�a- Q V 2. IF THIS PROJECT WNSPOUT STRAP ELBOW MK. H2330 ---------- - --- ----- REFERENCE HEAD, SILL OR FULL BRACKET MK. DBA01 FOR CONTRACT SPECIFIES SECTION JAMB DETAILS FOR TYPICAL "S" SHAPES AT THE USE WITH "ACCENT" PANEL. ERECTOR NOTES: DOWNSPOUT STRAP EXISTING "ROOF` _ TRIM PARTS AND USE ATTACHMENT BOTTOM OF THEA END ATTACH AT PANEL RIB BRACKET MK. DBA01 FOR PLACE NEW ROOF PANELS i i ONLY. USE (2) H1060 1. IF THIS PROJECT UNDER EXISTING PANELS EXISTING SAVE STRUT i DOWNSPOUT IN LIEU FULL SECTION USE WITH ACCENT' PANEL SCREWS CONTRACT SPECIFIES O to ERECTOR NOTE: OF ELBOWS, SEE ATTACH AT PANEL RIB c� DETAIL __/ FEMAL.E END "S" SHAPES AT THE ONLY. USE (2) H1060 H1030 FASTENERS SEE DOWNSPOUT STRAP MK. BOTTOM OF THE w SCREWS "CLASSIC ROOF' ERECTION M , IF LINER PANEL IS NOT �� ' w i 3. FIELD WORK (2) DOWNSPOUT IN UEU �-E END EXISTING WALL PANEL �-� , REQUIRED, ATTACH COVER TYPICAL AT DPA01 (SCREW STRAP TO OF ELBOWS SEE NOTES FOR SPACING) w TRIM WITH H1040 12 O.C. ELBOWS AS REQUIRED () "�qLL" Q�p DOWNSPOUT STRAP MK. ' WALL USING 1 H1060 , � " AT INSET/OUTSET ALL SPLICES DETAIL WALL CONDITION. FULL OR PARTIAL SCREW). FIELD BEND AND '"� TYPICAL AT - DPA01 (SCREW STRAP TO ' CC TRIM SECTION AS THEN FASTEN STRAP TO DS 2. FIELD WORK (2) WALL USING (1) H1060 NEW HIGH EAVE PURLIN t REQUIRED SCREW). FIELD BEND AND CS TRIM 4. LOCATE DS � WITH (2) H1060 ELBOWS AS REQUIRED ALL SPLICES ✓�� �� STRAPS ONE AT ELBOW IF FASTENERS. AT INSET/OUTSET FULL. OR PARTIAL THEN FASTEN STRAP TO DS COLD -FORMED CEE EVERY "S ELBOW REQUIRED WALL CONDITION. SECTION AS (USE -CAM-, CCB OR CCC TRIMS) AND DS SPLICE. MK. H2330 FATTY ( H1060 3. LOCATE DS REQUIRED FASTENERS. STRAPS ONE AT STRUCTURAL CEE DOWNSPOUT STRAP (MK. If DPA01) AND STRAP BRACKETS (MK. DBA01) ARE ALSO EVERY "S", ELBOW ELBOW IF REQ'D (USE CSA_ OR CSC TRIMS) PROVIDED FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT To COLUMNS. AND DS SPLICE. MK. H2330 FASTENERS TO MASONRY ARE NOT PROVIDED BY THE M.B.S. H1060 FASTENERS ARE HEADER WRAP PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE -DRILLING WILL BE REQUIRED. DOWNSPOUT STRAP (MK. DPA01) AND STRAP BRACKETS (MK. DBA01) ARE ALSO PROVIDED USE CCE-, CCF_--, OR CCG TRIMS) FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT To COLUMNS. FASTENERS To MASONRY ARE NOT PROVIDED BY THE M.B.S. H1060 FASTENERS ARE FRAo MED OPENING COVER TRIM STANDARD GUTTER AND DOWNSPOUT PROVIDED FOR COLUMN ATTACHMENT APPLICATIONS, PRE -DRILLING WILL BE REQUIRED. CLASSIC RTIE—IN DETAIL to 0 00 GUTTER AND DOWNSPOUT AT OVERHANG o AT EXISTING BUILDING LOW EAVE z w o SILL SHOWN, HEADER AND JAMBS SIMILAR TRIM.19 REFERENCE GUTTER AND DOWNSPOUT SCHEDULE FOR TRIM-2L)0DOWNSPOUT MARK NUMBERS Q REFERENCE GUTTER AND DOWNSPOUT SCHEDULE FOR ' 0 DOWNSPOUT MARK NUMBERS (' (i = END CLOSURE ENDWALL STEEL UNE I CENTERLINE OF PANEL RIB - + START (SEE ROOF PLAN) 0 cn MK. H4220PW . CENTERLINE OF PANEL RIB r, • - f „� ( ) FIELD CUT AS REQ'D a �: t"�- ;• �� —t APPLY TUBE CAULK H3152 STEEL UNE _;; ,�..,�� _�' -�- �.�. — OUTSIDE INSIDE ( ) RAKE TRIM CENTERLINE OF PANEL RIB BUTTE GGU!'`vT'° D.rtm`.L.'`��1 NT SVEvi=�~ � Q Q ALL AROUND AND INSERT INTO MK RTA_ ,..,� �.�.,�. �. �, �_ �, ,.., , �_� U m U 0 ORNER TRIM CORNER TRIM THE END OF THE BSB01 MK. H4200 MK. H4 H1020 AT EACH I 1 , ` ` ` 210 TIM A CLASS C ROOF PANEL J ' 'r `` Z O R T FRAMED OPENINGS. I -. W MASONRY SUPPORT 1050 AT j" tr c^-- O O ERECTOR NOTE. OR EXISTING LDG. O • EAVE STRUT, PURLIN OR L , a z LJ H1040 AT 4" O.C. CEE CHANNEL F �"' 1. i "� U a LL1 U m Lij UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE 12" O.C. _- (J) = a O = Z TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. f , _ _� _ �_ o W O ;n 0 U M r - JAMB TRIM GALVANIZED 2 1 /4 TAPE MASTIC MK. H3020 - -�-=- a 0 o WALL PANEL MK. JTA RAKE ANGLE (BETWEEN TRIM AND PANEL) (L.LV.) m >- i BASE TRIM MK. MALO1 ESS /p n ' MK. BSBO1 Q �9 (n z H1040 - �O l w � i (O EACH SUPPORT) 12" T O `n C Q � BASE ANGLE MK. _� E E i82 m MAR02 (S.L.V.) w m IL O TRIM MK. 1EE10 CANOPY BEAM NE 201 FDR CODE corktPUANICE H1040 Lo - AT EACH + T C IV 0 - FASTEN AT 3'-0" O.C. MAX. SUPPORT a f F CA1-`�O -1 ov FASTEN ERS NOT BY MBS " - �� !_ b �- w ( ) CLASSIC 'AL L O z V-0" AT 8" BYPASS ENDWALL GIRTS _ CL 1'-2" AT 10" BYPASS ENDWALL GIRTS oO SEALANT -1 '-" 14STD. AT RIGID FRAME ENDWLSNOT BY MBS Q� 0oQ �Tcl) w 7 Off✓ C BASE TRIM WITH ANGLE0 SCULPTURED RAKE WITH OPEN WALLCOkISU- a�b=� o .) INSIDE CORNER TRANSITION DETAIL ��Er�.��N�o C14 SEE WALL' PANEL ERECTION NOTES FOR FASTENER LOCATIONS "CLASSIC WALL" ® MASONRY OR EXISTING BUILDING ENDWALL GIRTS &&o' BYPASS do ��� ►. �!!N `V �- 1/8 GAP RECOMMENDED FOR WATER DRAINAGE (TRIM-3EO)TRIM 727(TRIM-70D H«�_414 �__��� / SEE CLASSIC ROOF ERECTION NOTES FOR FASTENER LOCATIONS •� fid,. aof •� o �vmV E tiN m v - v GIRT/—JAMB FASTENER KEY STITCH FASTENER = H 106_TOP of EAVE ERECTOR NOTE DOOR / WINDOW IT IS THE ERECTOR'S RESPONSIBILITY TO PROPERLY TIE -OFF THE INSULATION AT THIS LOCATION o "ACCENT PANEL" ' STRUCTURAL FASTENER = H 104_ TOP OF PANEL TO CREATE A THERMAL BARRIER BETWEEN THE INSULATED `a OPENING } LATED BUILDING AND THE UNINSULATED o 00 ' WITH COLD—FORM i CANOPY. A PROPER THERMAL BARRIER WILL HELP AVOID CONDENSATION IN THIS AREA. i --J STRUCTURAL FASTENER = H1070 F ...............� U U WITH HOT—ROLLED UNINSULATED STEEL LINEA °D 3 3 EAVE STRUT SHOWN, T MAIN BUILDING - = = 2" JAMB TRIM MEMBER VARIES CANOPY MK. JTA END OF PANEL > 3/4" TAPE INSIDE PANEL CLOSURE MK. ff o MASTIC MK. H3410 WITH 3/4" TAPE MASTIC STRUCTURAL FASTENER GIRT JAMB STEEL UNE STEEL UNE AT BUILDING H3000 (MK. H3000 TOP AND BOTTOM - m m m WID1 /4" t,_ � 1 2" O.C. AT CANOPY ) SLIT MAX. 0 � GIRT JAMB -- � � "CLASSIC" ROOF 1) SEE DETAIL AT RIGHT FOR TRIM PART `� o DOOR / WINDOW NUMBERS AT THE BUILDING STEEL LINE. OPENING N/A FOR BUILDING W/O WALL PANEL. �`' - � REVERSE "CLASSIC WALL" PANEL ' "CLASSIC WALL" ' � FASTEN INSULATION WIT C1' I ' DOOR /WINDOW ' , 3 3t: FLAT OF , w H H 1020 JAMB TRIM , OPENING 2) SEE THE DETAIL BELOW FOR EAVE I FASTENER & H2200 INSULATION m H 1060 I WASHER 12 O.C. (AT HIGH RIB) 4v cu EXTENSION TRIM PART NUMBERS. J AT 12" O.C. J Of - J a H1030 FASTENER (SEE THE CD cl- CL SF\ TRUCTURAL FASTENER 3 SIMPLE EAVE CLASSIC ROOF STRUCTURAL o 0 12" O.C. JAMB TRIM 3) SEE THE DETAIL BELOW RIGHT FOR TRIM MK. LEA01 FASTENER SPACING DETAIL) � � MK. JTA GUTTER ASSEMBLY PART NUMBERS. o z STRUCTURAL FASTENER a_ WALL PANEL � a; Q; PANEL SLIT 12" O.C. JAMB TRIM o EAVE STRUT SHOWN, MEMBER VARIES MK. JTD F- FIELD CUT AROUND (REFERENCE THE SECONDARY LOW STEP 3 JAMB TRIM CANOPY BEAM SAVE MEMBER OPTION DETAIL FOR NOTE: FIELD TRIM LEG CANOPY w O SOFFIT ALTERNATE MEMBERS AS REQUIRED STEP 2 ) ALTERNATE DETAIL 1 FIELD Cllr WALL PANEL AROUND EXTENSION BEAM C� BUILDING STEEL LINE � -C4 o NOTE: FIELD CUT PANELS AS REQUIRED SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS (TRIM -826D _ cq 1-00 Z2 to ag co, SLIT PANEL 2" AND J .. SLIDE ONTO HEAD WALL PANEL NOTE. r HEAD TRIM PLACE A 6 PIECE �3 & °� TRIM SEE ABOVE) NOTE. 8 1, THE GUTTER BRACKET OF 3/4 H3000 TAPE >- ^ o STEP 3 ------ S o IS PLACED MASTIC DIRECTLY � g m END OF ROOF PANEL 5 1 4" STEEL UNE AT UNDER THE LIP OF BELOW THE GUTTER � ,,;'i' CANOPY THE GUTTER BRACKET FASTENERS da S W a TRIM OVERHANG AS SHOWN BELOW :� N N .. 2 EDGE OF AS ROOF PANEL INSIDE PANEL CLOSURE 0� N g S a ' OPENING 3 4' TAPE MK. H3410 WITH 3/4' TAPE 3 o X o . o Vz�;1 W o� W i / MASTIC TOP AND BOTTOM z z n V) z MASTIC MK. H3000 MK. H3000 � %.n g o a a CAU FROM EDGE OF _ _---------- TRIM TO FIRST MAJOR RIB JAMB TRIM (3) H1050 FASTENERS MK. H3152 SAVE MEMBER PER BRACKET STEP 4 H1060 AT 12 O.C.H 1040 AT 36' O.C. AT LOCATIONS SHOWN 1 1 2r WALL PANEL CAP TRIM MK. CTA02 - GUTTER HANGER MK. --- - - - - - - - H1020 AT 12 O.C. H2190 (24' O.C.) ' HEADER -------------- --- HEAD TRIM. MK. HTA.__ ' SCULPTURED EAVE STEP 1 STRUCTURAL FASTENER TRIM MK. SET01 12" O.C. "ACCENT" 1/2 TAPE MASTIC ------------ ' H 1060 AT 12" O.C. MK. H3010 BETWEEN JAMB TRIM � � � 12 O.C. �� REV. CLASSIC �� ANG i 6 O.C. CLASSIC MK. MAR01 (S.LV.) GUTTER AND PANEL MK. JT , , i HAT TRIM MK. LEE_ STEP 2 --- I H1040 AT 12' O.C. HEAD TRIM H1050 AT 12' O.C. o M K. HTA_ c� o z_z z3 o DOOoo HEAD TRIM GUTTER MK. GTA_R FRAMED OPENING TRIM DETAIL o U o FOR ALL STANDARD WALL PANEL TYPES STEP 1 z TRIM_U8 @ CANOPY STEEL LINE C� GUTTER(IFREQUIRED)W � LEFT HAND SHOWN, RIGHT HAND SIMILAR __j 0�- ENDWALL STEEL UNE CENTERUNE OF PANEL RIB - + START (SEE ROOF PLAN) u, . (n z CENTERLINE OF PANEL RIB Q FIELD CUT AS REO'D L„ -STEEL UNE E TRIM CENTERLINE OF PANEL RIB�E��s�i�'�r•oell -i MK. RTA— — H1 (4' O.C.I U U H1020 AT EACH BETWEEN BIJII E= ...,OUI`'�,' i��tELOPt/i�NT SERVICE m EN SUPPORTS) CLASSIC ROOF PANEL Q SUPPORT ii I �-�W w H 1030/H 1035 (AT SAVE STRUT, PURUN OR f�---', i`-"-• ��l � � t '� � � �; � --�• � } -•, �.� t ..r•, W .. � z ., 0 H1040 SUPPORTS) CEE CHANNEL �-.. .... .�.•• j Q 0 I`� (12' O.C.) �"�- - r, �. Q Z �'_ 0 JII 4, W — w — LLJ GALVANIZED 2 1 4 AP - -�-,1 -...r _,- c� (� t� RAKE ANGLE (BETWEEN TRIM ANDPANEL)o L1J U o O U (� LLV. DATE MK. MALO1 CL H1060 p�ESS/0 (12" O.C.) � k9� � c i 2 TRIM MK. L.EE10 co �� CANOPY BEAE "�w 824 6 m H1040 AT EACH ~1;; -n-.. ..<,, XP SUPPORT * 2018 FOR CODE COMPLIANCE cp lvl\_ 1 '-0' AT 8' BYPASS ENDWAU_ GIRTS � 0 CAL \F r j � 1'-2' AT 10' BYPASS ENDWALL GIRTS' 1 -4 STD. AND AT RIGID FRAME ENDWALLS E 0 0 INITERWEST �� P���a � � o CANOPY DETAIL WITHOUT SOFFIT qa��a.P�_o%$_�CONSU1_1`1 NG Gp. ni i�-o���P��„a� 0 TRIM -8D ��O E CLASSIC ROOF ERECTION NOTES FOR FASTENER SPACING Q s�N `per t, q PPS- O� co q.S v O� C'}�7 � p Q V 7 O �Csl V �VQJ G.±� o cn Ov mom o 104 i CENTERLINE OF PANEL RIB 2 1/2" 7" 5" 7" 5" 7" 2 1/2- FASTENER SPACING GENERAL NOTES ABOUT THE PLACEMENT OF THE UPSLO EWHEN G PCE EXPANSION OOULD (OVERLANT P . � co I H1030 FASTENERS TYPICAL CLASSIC ROOF TRANSLUCENT PANELS THE DOWNSLOPE PIECE. _ o UPSLOPE PANEL I AT STRUCTURAL SUPPORTS T i (1) H1030 FASTENER AT to o 00 I , EACH SUPPORT, EXPANSION " " 3 x A 32 1 2 TAPE 1) END TO END, TRANSLUCENT PANELS SHOULD BE SPACED SO THAT EJOINT01Y ., H 1050 FASTENERS 6 O.C. Y MASTIC MK. H3010 (AT 3/32" x 1/2" TAPE MASTIC THE METALS PANELS ABOVE, BETWEEN, AND BELOW ARE RESTING ON A BETWEEN SUPPORTS METAL PANEL SIDELAPS) H1030 " FASTENERS AT 6 O.C. MAXIMUM MK. H3010 (AT METAL MINIMUM OF (3) PURLIN, PREFERABLY (4). NO SIMPLE -SPAN ROOF , aE 3 3 AT TRANSLUCENT PANEL SIDELAPS PANEL SIDELAPS) PANEL CONDITONS ARE ALLOWED. TRANSLUCENT PANELS SHALL NOT � � / BE PLACED END TO END. EXISTING ROOF 3/4" TAPE MASTIC H1050 FASTENERS 3/4" TAPE MASTIC MK. TAPE MASTIC 12 1 2" MATERIAL VARIES o o MK. H3000 AT ENDLAPS H3000 (FULL LENGTH OF 2) SIDE TO SIDE, IT IS RECOMMENDED THERE BE A MINIMUM OF (4) MK. H3000 10 1/8 - W U U TRANSLUCENT PANEL) METAL PANELS BETWEEN TRANSLUCENT PANEL LOCATIONS. PREVIOUS TRANSLUCENT PANELS SHALL NOT BE PLACED SIDE BY SIDE. m m m 3) TRANSLUCENT PANELS SHALL NOT BE PLACED FROM EAVE TO EAVE. -- NEXT PANEL RUN � 4) TRANSLUCENT PANELS SHALL NOT BE PLACED AT THE LOW EAVE OF � THE BUILDING. ROOF PANEL EXISTINGJ 3 I INSULATION BY OTHERS. STRIP FIBERGLASS BUILDING •> •> FROM FACING AND LAP OVER TPCO1. 5) BUILDINGS WITH LESS THAN A 60'-0" PANEL RUN CAN TYPICALLY DOUBLE-FACED TAPE SHOWN ON TOP OF TPC01 ONLY HAVE (1) TRANSLUCENT PANEL PER RUN. = a a SIDE STRAP MK. TPC01 FOR INSULATION ATTACHMENT NOT BY MBS . ) z o 0 (TYPICAL 2 PLACES) 6) THE LOCATION OF THE FIRST TRANSLUCENT PANEL UP FROM THE ¢ Q, LOW EAVE SHOULD BE SET SO THAT THE LOW EAVE METAL PANEL IS PURUN z v TRANSLUCENT PANEL NOTE: THIS DETAIL ASSUMES ROOF PANEL SUPPORTED BY (4) PURLINS (OR APPROXIMATELY 15 FEET). NEW CONSTRUCTION EXISTING BUILDING o m m ERECTION SEQUENCE FROM LEFT TO RIGHT. 3/4" TAPE MASTIC MK. H3000 THE DETAIL IS OPPOSITE HAND IF 7 POLAR WHITE COLORED FASTENERS ARE SUPPLIED WITH TRANSLUCENT ) "EXPOSED" (O o AT ENDLAPS (SEE DETAIL BELOW) SEQUENCE IS FROM RIGHT TO LEFT. " PANELS FOR USE WHERE THE TRANSLUCENT PANEL IS THE EXPOSED MATERIAL IN THE DETAIL. MAT o TRANSVERSE EXPANSION JOINT DETAIL FASTENER SPACING AND MATERIALS PLACEMENT DETAIL o "cl�sslc" ROOF AT EXISTING BUILDING'm N c n n 0 Q o REFER TO THE SHEETING PLAN FOR CENTERLINE .� 81 a OF RIB START PANEL DIMENSIONS Z2 ^13 5 °' UPSLOPE PANEL ERECTOR NOTES q$ N r - H 1030 FASTENERS AT 6„ O.0 MAXIMUM 2 4� $� •• ..� & ” 3/4 TAPE MASTIC 1. ERECT TRANSLUCENT PANEL IN THE SAME SEQUENCE AS 2. 4- DOWNSLOPE -_ _ -- _ - _ --- -- WALL PANEL b3 d A METAL PANEL (U.N.O.). < CIO S m O MK. H3000 AT SIDELAP ---""-- (CLASSIC SHOWN FOR oo REFERENCE 11 a .- ^ I W l TRANSLUCENT PANEL �, 6 2. BE SURE TRANSLUCENT PANEL & MASTIC ARE FREE OF DUST & DEBRIS BEFORE 7AROUND ONLY) a �3S W MK. H9320 SHOWN ( INSTALLATION. TRANSLUCENT PANEL TRIM MK. HTD o _ N on • n .� ►\ CUT -AWAY FOR CLARITY) : --==M-:-M-_------ _ 3. FASTENERS MUST PENETRATE THE MASTIC. THE PERIMETER OF THE 40 g vZ � ed •n = xo n z PREVIOU AN S PANEL RUN- _-_ - - - ANGLE MK. MAR02 METAL PANEL CANOPY BEAM. n � S Fm 4 4. SEE CLASSIC ROOF ERECTION NOTES" ATTACH WITH Q a. _ -DETAIL - FOR METAL PANEL INSTALLATION. LAP DIMENSIONSH 00 1070 FASTENERS oo\AT 12" O.C. 5. NEVER STEP, STAND OR APPLY WEIGHT TO TRANSLUCENT PANELS. :: _.._.... SIDE STRAP MK. j: - TPC01 UNDER BOTH O SIDELAPS AS SHOWNi' 0 ROOF PANEL IN THE DETAIL ABOVE (THE STRAP DOES ,. 2 4 SLOPE ��r' CANOPY BEAM/ LEAN-TO RAFTER/ NOT ATTACH TO THE DOWN 4 4 ; EAVE EXT. BEAM 3/4" TAPE MASTIC pQ� PURLINS) _________ ROOF PURLIN �\ MK. H3000 AT ENDLAPS ROOF PURLIN ANGLE MK. MAR02 (FIELD CUT o ='= TRANSLUCENT AS REQ'D.) ATTACH W/ (2) o PANEL H 1020 ® EACH PURLIN. QZZ., .: N Q UNINSULATED TRANSLUCENT PANEL DETAIL METAL PANEL ALT. TRANSLUCENT PANEL SUPPORT DETAILto BEAM TRIM DETAIL Z ROOF AT 5'-0" PURLIN SPACING AP DIMENSIONS0 CLASSIC ROOF AT NON-STANDARD PURLIN SPACINGI O"CLASSIC" o _ J �- w . V) Z W = � 0 � f t / �- %03C " f ! ` i►� 1 Q =1 'D VI _"PMENT SE�'�JlUE,r U OD U o t( vh .ty ; .+i.`yf. ]irf,.. I rl 'L."K(j ;( M\YY f0'...L.1 !!r.; F'1•_r'T, /'` w� r + :U"4 r {'. t '?-nom _ , ':C'� �I/ ''•na `' `[, W LLJy,.wv"� W O 7 ,jj}+, o ,. ....� :. �; �--�: ti• e- `'L z U LLQ — ISI U W — m bi B`_cS 0WU�UU in ESS /E f E kp CO ��9�,.,,42 CODE CONA P:._IA Ct.. EXP N 0 01 f � f s 0 1. t cots N w7z t5 =5 � oP� INTERVIVEST 0 N' S U L T I NI r-1 G7 P i 0 ?%'v cl- 41 V Zip L rJ� U ERECTOR NOTE:�— RIDGE VENT (10 SECTIONS) SYMMETRICAL ABOUT RIDGE 1 5 1/4" END OF ROOF PANEL Z c REFER TO THE RIDGE VENT o SUPPLIERS INSTRUCTIONS FOR i o00 PROPER RIDGE VENT INSTALLATION *DRAIN/END SKIRT ASSEMBLY.�'-4" i PURLIN I FIELD BEND TO THE CORRECT RIDGE VENT Y YLOCATION ROOF SLOPE AND FASTEN TO I THE END CAP WITH (4) • m H 1 100 POP RIVETS. I OUTSIDE PANEL • 1 CLOSURE MK. H3400 e cl- m ' I j WITH 3/4" TAPE L • I MASTIC (MK. H3000) • H 1050 FASTENERS v� cn cn DIE -FORMED RIDGE CAP I TOP & BOTTOM > m m m AT 12" 0. C. j H1050 FASTENERS AT 12" ON CENTER j cn z------ CL 3/4" TAPE MASTIC (MK. H3000) '-- J 3t CLASSIC ROOF PANEL CONTINUOUS ACROSS THE TOP AND ROOF m '> BOTTOM OF THE OUTSIDE CLOSURES PANELOf H1030 FASTENER (SEE THECa- CIL o PURLIN CLASSIC ROOF _ FASTENER SPACING STRUCTURAL DETAIL _ FOR SPACING) Z v 'v wJ1 <DU m m �. SECTION " AT RIDGE VENT N N o oa r SEE RIDGE VENT r..• Z to 10 � CO <nl Ap TERMINATION DETAIL 8. x It RIDGE PURLIN (TYPICAL) 3/4" TAPE MASTIC Hao ENLARGED VIEW OF (MK. 00) c C LO S U Rk_lzp, �; ASTI C _ SYMMETRICAL ABOUT ��.... 4 TSE cou► T v D �a>�r r,�---------- Cl F I AT PIF)P-F-J�'El��/iCc`' 5 1 4"1 SKIRTr--, �,P VE NT D ETAI L AT CLASS- � xZ $Woi R00 �. � Z / ► r: .-'-' RIDGE 8 0 0 CAP SIDELAP � � T� t . �; ,.�, •,,-� of _ _ rL 3" 1 -4 6 -� I . O H1050 FASTENERS 0 CLASSIC ROOF WITH RIDGE VENT & DIE—FORMED RIDGE CAP (1 /4-4.12 SLOPE " --� : _P �. 1 2" TAP A E M CD _ � � � / MASTIC MK. H3010 NOTE. PARTS INDICATED WITH AN * ARE PACKAGED WITH THE ' RIDGE VENT DATES r " ��----•- - - - --1 �, BY. 3/4 TAPE MASTIC H3000 RIDGE VENT *RIDGE VENT H3152 TUBE CAULK *RIDGE VENT END H3152 TUBE ___ ---------- ----- - __ ____ END LAP ENDS OF BOTH 2 LAP COVERS (2) CAULK (AS - COVERS VENTS AS REQUIRED SHOWN H3152 TUBE RIDGE VENT ( SHOWN) (1 EACH SIDE OF BEFORE ROOF PANEL H1030 FASTENER SEE THE CAULK ENDS H1050 VENT INSTALLING OF BOTH VENTS _ _ _ _ _ _ _ _ FASTENERS ) CLASSIC ROOF STRUCTURAL 2ND COVER FASTENER SPACING DETAIL PURLIN (AS SHOWN) AS SHOWN (10) TOTAL H1050 FOR SPACING) PER LAP :0 FASTENERS FASTENERS MUST ENGAGE ' (AFTER STRUCTURAL SUPPORT MEMBER *RIDGE VENT END / SECOND LAP FOR AN EFFECTIVE SEAL EE - LAP COVERS (2) ------ ----- --- ---- COVER IS k REO'D (AS --------- - INSTALLED RIDGE CAP &PANEL� r--�- LZ'SHOWN) --- ------ ) ',� ,".. Ep.,.... _. ,,.� e -A, I SECTION- R»ANODE,� COMPLIANC, z END LAP AT DIE -FORMED RIDGE CAP RIDGE IMPORTANT NOTES: COVER THIS ►- VENT DO NOT FASTEN INTO THE DRAIN/SKIRT SIDE OF r (J 1r C u lu '- DRAIN/ END PORTION OF THE END LAP COVERS. NOT W (J} Z OUTSIDE PANEL CLASSIC SKIRT DO NOT CREATE HOLES IN THE PAN SHOWN Q N CLOSURE MK. H3400 ROOF PANEL ASSEMBLY PORTION OF THE DRAIN/END SKIRT ATTACH WITH RIDGE VENT ASSEMBLY. Q_ _-J WITH 3 4" TAPE (2) H 1050 Q _ MASTIC BOTTOM 000) RIDGE VENT LAP COVERFASTENERS RIDGE VENTS INTERVVES-Ir Q � Q DETAIL 1 DETAIL 2 -� � m � C0NSULTIr\1r (7-sP�I Ir:. o o Iwo Q� zzo ro RIDGE VENT RIDGE VENT *DRAIN/ END SKIRT ASSEMBLY W U L' -J C) 1 LLJO * _ (SHIPPED LOOSE) w m= o Q I z Q0 DRAIN END SKIRT DRAIN/ END " 3/4" TAPE MASTIC o LLJ U 0 U m r - ASSEMBLY. 4 MK. H3000 Z a Q o FIELD BEND TO THE SKIRT ASSEMBLY w (TYPICAL) -' 3/4" TAPE MASTIC (MK. H3000) CORRECT ROOF o � OPE AND FASTEN w � ESS, 0 0O 1 C TO THE INSIDE END o m 0 < m DIE -FORMED RIDGE CAP CAP WITH 4) o _ H 1 100 POP RIVETS. o p w u, 82 AS SHOWN. CENTERLINE U- ►- _ -OF^ RIDGE--------- EXP 2018 3/4" TAPE MASTIC ° Z w MK. H3000 m o T cm\_ _ oF CA``Fo 12" PIECE OF TAPE o v' J OUTSIDE PANEL CLOSURE MK. H3400 MASTIC FOLDED AND �`' o FIELD BEND PLACED AGAINST DRAIN/ END w ~ THE DRAIN/ WITH / TA MAS CMK PE SKIRT H3000 DRAIN/END SKIRT END SKIRT ( ) v ASSEMBLY TOP & BOTTOM CLASSIC ROOF PANEL ASSEMBLY AS SHOWN. ASSEMBLY TO u o c. O OUTSIDE PANEL CLASSIC THE CORRECT y` o m oz H Z ��HyV OV a'.w_ SEE DETAIL 4 SEE DETAIL 3 ROOF SLOPE �•� �� � � CLOSURE MK. H3400 ROOF PANEL v z o c AT RIGHT AT RIGHT o N ov Y o ' WITH 3/4" TAPE c ay � MASTIC BOT H3000) RIDGE VENT SPLICE DETAIL 3 RIDGE VENT TERMINATION���P�uN€�DETAIL 4 aoN�a :��,�� O TOP &BOTTOM� �-- �$ d �N RIDGE VENT TO DIE -FORMED RIDGE CAP TRANSITION �DG0040) L V 7�c V TCPS 7 4. V N �--• C m V C O N C! V m �� o RIDGE CAP OPTIONS ROOF SLOPE MARK NUMBER i - 1:12 RGA05 14 - 2:12 RGA15 2� - 3:12 RGA25 34 - 4:12 RGA35 CLASS- � xZ $Woi R00 �. � Z / ► r: .-'-' RIDGE 8 0 0 CAP SIDELAP � � T� t . �; ,.�, •,,-� of _ _ rL 3" 1 -4 6 -� I . O H1050 FASTENERS 0 CLASSIC ROOF WITH RIDGE VENT & DIE—FORMED RIDGE CAP (1 /4-4.12 SLOPE " --� : _P �. 1 2" TAP A E M CD _ � � � / MASTIC MK. H3010 NOTE. PARTS INDICATED WITH AN * ARE PACKAGED WITH THE ' RIDGE VENT DATES r " ��----•- - - - --1 �, BY. 3/4 TAPE MASTIC H3000 RIDGE VENT *RIDGE VENT H3152 TUBE CAULK *RIDGE VENT END H3152 TUBE ___ ---------- ----- - __ ____ END LAP ENDS OF BOTH 2 LAP COVERS (2) CAULK (AS - COVERS VENTS AS REQUIRED SHOWN H3152 TUBE RIDGE VENT ( SHOWN) (1 EACH SIDE OF BEFORE ROOF PANEL H1030 FASTENER SEE THE CAULK ENDS H1050 VENT INSTALLING OF BOTH VENTS _ _ _ _ _ _ _ _ FASTENERS ) CLASSIC ROOF STRUCTURAL 2ND COVER FASTENER SPACING DETAIL PURLIN (AS SHOWN) AS SHOWN (10) TOTAL H1050 FOR SPACING) PER LAP :0 FASTENERS FASTENERS MUST ENGAGE ' (AFTER STRUCTURAL SUPPORT MEMBER *RIDGE VENT END / SECOND LAP FOR AN EFFECTIVE SEAL EE - LAP COVERS (2) ------ ----- --- ---- COVER IS k REO'D (AS --------- - INSTALLED RIDGE CAP &PANEL� r--�- LZ'SHOWN) --- ------ ) ',� ,".. 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V m �� o b�N V CO U ~<- �n�a co � 1g m� a rr-) n�a� Q N O c0 O < A � CLASS- � xZ $Woi R00 �. � Z / ► r: .-'-' RIDGE 8 0 0 CAP SIDELAP � � T� t . �; ,.�, •,,-� of _ _ rL 3" 1 -4 6 -� I . O H1050 FASTENERS 0 CLASSIC ROOF WITH RIDGE VENT & DIE—FORMED RIDGE CAP (1 /4-4.12 SLOPE " --� : _P �. 1 2" TAP A E M CD _ � � � / MASTIC MK. H3010 NOTE. PARTS INDICATED WITH AN * ARE PACKAGED WITH THE ' RIDGE VENT DATES r " ��----•- - - - --1 �, BY. 3/4 TAPE MASTIC H3000 RIDGE VENT *RIDGE VENT H3152 TUBE CAULK *RIDGE VENT END H3152 TUBE ___ ---------- ----- - __ ____ END LAP ENDS OF BOTH 2 LAP COVERS (2) CAULK (AS - COVERS VENTS AS REQUIRED SHOWN H3152 TUBE RIDGE VENT ( SHOWN) (1 EACH SIDE OF BEFORE ROOF PANEL H1030 FASTENER SEE THE CAULK ENDS H1050 VENT INSTALLING OF BOTH VENTS _ _ _ _ _ _ _ _ FASTENERS ) CLASSIC ROOF STRUCTURAL 2ND COVER FASTENER SPACING DETAIL PURLIN (AS SHOWN) AS SHOWN (10) TOTAL H1050 FOR SPACING) PER LAP :0 FASTENERS FASTENERS MUST ENGAGE ' (AFTER STRUCTURAL SUPPORT MEMBER *RIDGE VENT END / SECOND LAP FOR AN EFFECTIVE SEAL EE - LAP COVERS (2) ------ ----- --- ---- COVER IS k REO'D (AS --------- - INSTALLED RIDGE CAP &PANEL� r--�- LZ'SHOWN) --- ------ ) ',� ,".. 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H3000) CORRECT ROOF o � OPE AND FASTEN w � ESS, 0 0O 1 C TO THE INSIDE END o m 0 < m DIE -FORMED RIDGE CAP CAP WITH 4) o _ H 1 100 POP RIVETS. o p w u, 82 AS SHOWN. CENTERLINE U- ►- _ -OF^ RIDGE--------- EXP 2018 3/4" TAPE MASTIC ° Z w MK. H3000 m o T cm\_ _ oF CA``Fo 12" PIECE OF TAPE o v' J OUTSIDE PANEL CLOSURE MK. H3400 MASTIC FOLDED AND �`' o FIELD BEND PLACED AGAINST DRAIN/ END w ~ THE DRAIN/ WITH / TA MAS CMK PE SKIRT H3000 DRAIN/END SKIRT END SKIRT ( ) v ASSEMBLY TOP & BOTTOM CLASSIC ROOF PANEL ASSEMBLY AS SHOWN. ASSEMBLY TO u o c. O OUTSIDE PANEL CLASSIC THE CORRECT y` o m oz H Z ��HyV OV a'.w_ SEE DETAIL 4 SEE DETAIL 3 ROOF SLOPE �•� �� � � CLOSURE MK. H3400 ROOF PANEL v z o c AT RIGHT AT RIGHT o N ov Y o ' WITH 3/4" TAPE c ay � MASTIC BOT H3000) RIDGE VENT SPLICE DETAIL 3 RIDGE VENT TERMINATION���P�uN€�DETAIL 4 aoN�a :��,�� O TOP &BOTTOM� �-- �$ d �N RIDGE VENT TO DIE -FORMED RIDGE CAP TRANSITION �DG0040) L V 7�c V TCPS 7 4. V N �--• C m V C O N C! V m �� o ENGINEER CONTRACTOR MANNING ENGINEERING MODERN BUILDING COMPANY 2540 ZANELLA WAY, SUITE 10 3083 SOUTHGATE LANE CHICO, CA 95928 CHICO, CA 95927 PHONE: 530/893-5937 PHONE: 530/891-4533 FAX 530/891-5925 FAX 530/891-6834 CONTACT: TOM MANNING CONTACT. JEFF HAYES EMAIL tom@mam*rprrjheerhgnet EMAIL' jeff@modembuldmgirr-.com ANCHOR BOLTS G/L GLU-LAMINATED psf POUNDS PER SQUARE FOOT GENERAL CONDITIONS ABOUT G/N GANG -NAIL PSL PARALLEL STRAND LUMBER 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013 AGGREGATE GYP. GYPSUM P/T POST TENSIONING STRUCTURAL CALCULATIONS - MANNING ENGINEERING BUILDING CODE, AS WELL AS ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE ANCHOR HD. HOLD DOWN P.T.D.F. PRESSURE TREATED DOUGLAS FIR APPROXIMATE HDR HEADER PFB. PRE -FABRICATED AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL ARCHITECT OF RECORD H.S.B. HIGH STRENGTH BOLTS RAD, r. RADIUS BUILDING DEPARTMENT AND FIELD INSPECTOR. ARCHITECT HSS HOLLOW STRUCTURAL SECTION REF. REFERENCE, REFER TO 2. ICC -ES REPORTS, ASTM SPECIFICATIONS, IBC AND CBC STANDARDS REFERENCED IN THESE ASPHALT HT. HEIGHT REINF. REINFORCING DRAWINGS SHALL BE OF THE LATEST REVISION. ASSEMBLY HORIZ HORIZONTAL REBAR REINFORCING STEEL BAR BOARD IBC INTERNATIONAL BUILDING CODE RF ROOF 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT BUILDING LD. INSIDE DIAMETER RS ROUGH SAWN THE JOB SITE PRIOR TO STARTING CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENCE BLOCK LF. INSIDE FACE REQ'D. REQUIRED OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE DRAWINGS. BLOCKING IN. INCH REV. REVISED, REVISION ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEERS BEAM INT. INTERIOR R.H.WS. ROUND HEAD WOOD SCREWS ATTENTION BEFORE WORK PROCEEDS. BOUNDARY NAIL J.H. JOIST HANGER RM. ROOM BOTTOM JST. JOIST SAD SEE ARCHITECTURAL DRAWING 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS BEARING JT. JOINT S.B. SOLID BLOCKING OTHERWISE INDICATED. THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE BETWEEN K KIP, KILO -POUND SCHED. SCHEDULE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE CANTILEVER L.D.P. LICENCED DESIGN PROFESSIONAL SDS SIMPSON STRONG DRIVE SCREW STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CALIFORNIA BUILDING CODE L.L. FLOOR (OR ROOD LIVE LOAD SECT. SECTION CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION LOAD L.L.H. LONG LEG HORIZONTAL VVERTICAL SHT. SHEET THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT; CEILING L.LV. LONG LEG SHT'G. SHEATHING SHORING OF TILT -UP WALLS; AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. CLEAR LT. LIGHT SIM. SIMILAR CONCRETE MASONRY UNIT LT.WT. LIGHT WEIGHT S.L ROOF (OR DECK) SNOW LOAD 5. THE ENGINEER IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ANY CHANGES MADE COLUMN L.L. LIVE LOAD S.O.G. SLAB ON GRADE TO THE PLANS OR CALCULATIONS WILL REQUIRE A REVIEW AND APPROVAL BY THE ENGINEER. CONTROL JOINT LOCS. LOCATIONS SPEC. SPECIFICATION IF ANY CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL, THE ENGINEER WILL ASSUME CONCRETE LSL LAMINATED STRAND LUMBER SQ. SQUARE NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CONNECTION LVL LAMINATED VENEER LUMBER STD. STANDARD CONSTRUCTION MACH. MACHINE STL. STEEL 6. DEPENDING ON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL, AND PLUMBING (M.E.P.) CONTINUOUS MAT'L. MATERIAL STIFF. STIFFENER DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX COUNTERSINK MAX MAXIMUM STRUCT. STRUCTURAL VERIFIES WHICH SHEETS SHOULD BE INCLUDED IN THE DRAWING SET. IF NO M.E.P. DRAWINGS DOUBLE M.B. MACHINE BOLT S.T.S. SELF -TAPPING SCREW ARE INCLUDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO DOUGLAS FIR, LARCH MECH. MECHANICAL SW SHEAR WALL INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES. IF M.E.P. DIAMETER MEZZ. MEZZANINE SYM. SYMMETRICAL DRAWINGS ARE INCLUDED, SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND DIAGONAL MFG1:1. MANUFACTURER T & B TOP & BOTTOM STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DIMENSION M1.W. MALLEABLE IRON WASHER T & G TONGUE & GROOVE OWNER OR ENGINEER FOR CLARIFICATION. DEAD LOAD MIN. MINIMUM T.F.J.H. TOP FLANGE JOIST HANGER DEMOLISH, DEMOLITION mph MILES PER HOUR THK THICK 7. DEPENDING ON THE SCALE OF THE PROJECT, REFER TO THE ENERGY COMOLIANCE SHEETS REPEAT MISC. MISCELLANEOUS T.N. TOE NAIL FOR THE REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. DEEP MTL METAL T.O.FTG. TOP OF FOOTING DRAWING (N) NEW T.O. TOP OF PLATE 8. REVIEW OF STEEL SHOP DRAWINGS AND CALCULATIONS BY THE ENGINEER DOES NOT RELIEVE DETAIL NO. NUMBER T.O.PLY. TOP OF PLYWOOD THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND EXISTING NOM. NOMINAL T.O.S. TOP OF SLAB SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE EACH NSA NELSON STUD ANCHOR T.O.W. TOP OF WALL DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN EACH FACE N.T.S. NOT TO SCALE T.O.STL TOP OF STEEL IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND ELEVATION O.C. ON CENTER TS TUBE STEEL, SEE 'HSS' CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND EDGE NAIL O.D. OUTSIDE DIAMETER TYP. TYPICAL TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; ENGINEER OF RECORD O.F. OUTSIDE FACE U.N.O. UNLESS NOTED OTHERWISE AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. EACH WAY O.H. OPPOSITE HAND U.O.N. UNLESS OTHERWISE NOTED EXTERIOR OPN'G OPENING VERT. VERTICAL 9. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS FOUNDATION OPP. OPPOSITE WD. WOOD OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE FINISH FLOOR ORIGm ORIGINAL W.P. WORK POINT SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. FINISH GRADE OSB ORIENTED STRAND LUMBER W/ WITH FLOOR O.W.G. OPEN WEB GIRDER W/o WITHOUT FIELD NAIL O.W.J. OPEN WEB JOIST W/S WIND/SEISMIC GENERAL NOTES FACE OF CONCRETE o/ OVER W, WF WIDE FLANGE STEEL SECTION FACE OF MASONRY PEN. PENETRATION W.W.F. WELDED WIRE FABRIC FACE OF STUD PERP. PERPENDICULAR & AND FRAMING PLCS. PLACES @ AT FOOT PLY. PLYWOOD x BY FOOTING P.M.D. PLY -METAL DRILLERS Q CENTERLINE FURRING plf POUNDS PER LINEAL FOOT 0 DIAMETER GAGE PRL PARALLEL = EQUALS GALVANIZED p.s.f. POUNDS PER SQUARE FOOT # POUNDS, NUMBER R PLATE ABBREVIATIONS OVERALL SITE P LAN N.T.S. AUG 17 2016 DEVELOPMENT SERVICES STORAGE BUILDING for (REVIEWED FOR CODE COMPLIANCE USING THE FOLLOWING CODES: O 2013 CALIFORNIA RESIDENTIAL CODE O 2013 CALIFORNIA BUILDING CODE O 2013 CALIFORNIA ELECRTICAL CODE O 2013 CALIFORNIA PLUMBING CODE Cl 2013 CALIFORNIA IVIECIIANICAL CODE O 7m rAI.IFOWIN1A PhIr.Df-V wnr U 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE Cl 2013 CALIFORNIA BUILDING (C( '7- STRUCTURAL PROVISIONS ONLY O 2013 CALIFORNIA FIRE CODE O OTHER: COMPLETION OF THIS RE:VIF:W DO ; S NOT AUTHORIZE DESERET FARMS 13054 GIANELLA ROAD -CHICO. CA CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE OR LOCAL REGOLATIONS. r Bl�•_ . DOTE: VAL T%TgrVlM%llr. CT i J'%lkTC*VTV Tr%li !fill 95926 q: 047-540-002-000 RMIT NO. 16-1413 PERMIT# BUTTE RI AUG 17 2016 DEVELOPMENT SERVICES re -c11 U'lc JNTY DEVELOPMENT SERVICES II EWER FOR VICINITY MAP O�� Psis DATE _.... S1�B_ SCOPE OF WORK: QUALITY ASSURANCE THIS PROJECT SHALL CONSIST OF THE ERECTION OF A PREMANUFACTURED METAL BUILDING t QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE OF ADJACENT TO AN EXISTING AGRICULTURAL STORAGE BUILDING FOR THE PURPOSE OF SPECIAL INSPECTION, MATERIALS TESTING, THE ENGINEERS REVIEW OF PROVIDING ADDITIONAL STORAGE. THE PRIMARY FRAME AND SHELL FRAMING SYSTEMS OF THE SUBMITTALS, AND STRUCTURAL OBSERVATION. IN ADDITION, THE BUILDING ARE DESIGNED BY NUCOR BUILDING SYSTEMS. THE FOUNDATION SYSTEMS ARE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY DESIGNED BY MANNING ENGINEERING~' THE SCOPE OF WORK SHALL INCLUDE ALL TRADES TO THE BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT NECESSARY TO COMPLETE THE STRUCTURE. OF WORK IN ACCORDANCE WITH SECTION 1706 OF THE 2013 CBC. GOVERNING CODES: SPECIAL INSPECTION 2013 CALIFORNIA BUILDING CODE 1. SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL BE PERFORMED BY A QUALIFIED PERSON OR AGENCY DESIGNATED BY THE JURISDICTION DATA OWNER, WHO SHALL DEMONSTRATE COMPETENCE TO THE JURISDICTION - BUTTE COUNTY SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER OF RECORD ASSESSORS PARCEL NUMBER - 047-540-002-000 FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR ZONING: AG -160 (AGRICULTURE) OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO START OF WORK- C.D.F. ORKC.D.F. - S.RA - Na U4.CAST-IN-PLACE URAL STEEL CONSTRUCTION: SPECIAL INSPECTION FOR FLOOD ZONE -X URAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY OCCUPANCY GROUP: NCE INSPECTION REQUIREMENTS OF AISC 360. GROUP U (SECTION 312) RS CAST IN CONCRETE: PERIODIC SPECIAL INSPECTION FOR CONSTRUCTION TYPE RS CAST IN CONCRETE PER TABLE 1705.3 TYPE II -B, NON-SPRINKLERED (SECTION 6022) E DEEP FOUNDATIONS: CONTINUOUS SPECIAL INSPECTION INSTALLATION OF CAISSON FOUNDATIONS ADJACENT TO THE (E) ALLOWABLE AREA (TABLE 503) G ALONG GRIDLINE 3 PER TABLE 1705.8. (E) STORAGE BUILDING 6,000 SQ. FT. 5. STRUCTURAL WELDING: ALL SHOP AND FIELD WELDING SHALL REQUIRE (N) STORAGE BUILDING (ENCLOSED AREA) 3,000 SO. FT. CONTINUOUS OR PERIODIC INSPECTION PER TABLE 1705.22 OF THE 2013 Q(N) OPENCOVERED AREA 3,020 SQ. FT. CBC UNLESS FABRICATOR IS AN APPROVED SHOP LISTED BY ICBOACC, OTAL BUILDING AREA 12,020 SQ. FT. A1SC, COLA, OR OTHER NATIONALLY -RECOGNIZED AGENCY. APPROVED EXEMPT FROM AREA LIMITATIONS (SECTION 503t1) O.K.1 FABRICATOR CERTIFICATES MUST BE PROVIDED WITH A COMPLETED SPECIAL INSPECTION FORM PRIOR TO START OF WORK OCCUPANCY LOAD (TABLE 1004.12) 6. HIGH-STRENGTH BOLTING: THE INSTALLATION OF ALL HIGH-STRENGTH AGRICULTURAL BUILDING: 9,000 SQ. FT. / 300 = 30 OCC. BOLTS SHALL REQUIRE CONTINUOUS OR PERIODIC INSPECTION PER EXIT REQUIREMENTS (SECTION 1015.1) : TABLE 1705A2.1 OF THE 2013 CBC. 30 OCC. < 49 OCC. (TABLE 1015.1) O.K. 7. POST -INSTALLED CONCRETE ANCHORS: THE INSTALLATION OF ALL PATH OF TRAVEL > 100 FT. (TABLE 1014.3), 2 EXITS READ - 3 EXITS PROVIDED POST -INSTALLED EXPANSION AND EPDXY ANCHORS INTO CONCRETE SHALL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THEIR MAX. DISTANCE BETWEEN EXITS = V2 DIAG. OF BLDG = 81'-0" > 79'-6" (SECTION 1015.2.1) O K. ASSOCIATED ICC -ES REPORT AND SECTION 1705.11.3 OF THE 2013 CBC. DESIGN CRITERIA 1. WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2013 CBC CRITERIA: WIND SPEED = 100 mph EXPOSURE CATEGORY = C 2. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2013 CBC CRITERIA: MAPPED SPECTRAL RESPONSE ACCELERATIONS: S$ = 0.629g S, = 0285g SITE CLASS = D FOUNDATION DESIGN IS BASED ON CLASS 5 MATERIAL SOIL PER TABLE 18062 OF THE 2013 CBC WITH A MINIMUM ALLOWABLE VERTICAL BEARING PRESSURE OF 1,500 psf AND LATERAL BEARING PRESSURE OF 100 psf/ft. THE FOUNDATION SYSTEM IS TO BEAR ON A MINIMUM OF 12 INCHES OF COMPACTED, NATIVE SOIL OR APPROVED FILL THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. CODE SUMMARY /DESIGN CRITERIA QUALITY ASSURANCE SHT. CONTENTS S-1 COVER SHEET AND PROJECT DATA S-2 PARTIAL SITE PLAN S-3 FOUNDATION PLAN & NOTES S-4 FOUNDATION DETAILS S-5 EXTERIOR ELEVATIONS S-6 CALGREEN MANDATORY MEASURES S-7 CALGREEN MANDATORY MEASURES ATTACHMENTS STRUCTURAL CALCULATIONS - MANNING ENGINEERING METAL BUILDING DRAWINGS - NUCOR BUILDING SYSTEMS STRUCTURAL DESIGN DATA - NUCOR BUILDING SYSTEMS DRAWING INDEX ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT C 2016 MANNING ENGINEERING .nil 1. `Itp 'D 2. �O " LEVER OR U SHAPED HANDLE ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IF KEY -LOCKING HARDWARE IS PROVIDED, DOORS SHALL BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE WITH THE LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED. IN ADDITION, A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN 1 INCH TALL WHITE LETTERS ON A CONTRASTING BLACK BACKGROUND. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS. MAXIMUM. 3. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN V2 INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. r 4. DOOR SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR SHALL HAVE A SMOOTH V10. MIN. BOTTOM SURFACE ON THE PUSH SIDE THE FULL RAIL OR PROVIDE WIDTH OF THE DOOR. PARTS CREATING KICK PLATE HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN V16 INCH OF THE SAME PLANE AND BE FREE OF SHARP RUBBER BUMPER ON OR ABRASIVE EDGES. CAVITIES CREATED CHAIR BY ADDED KICK PLATES SHALL BE CAPPED. ACCESSIBLE EXTERIOR DOOR ACCESSIBLE REQUIREMENTS ENTRANCE DOOR ioriioaa 7777-77 7 .! DC LU w Z 0 Z LU O � N N LU LnCi ao 00 V) � 000 �- 'n 'c Q°'L�c V L c .E 0 fn C UU V Z L E = A U 0% 00 o O � Ln Cq LnM G� EER N.T.S. Qi �� �� to W_ W m a U W Suviv *SSP CONCRETE EXTERIOR LANDING (SEE BELOW). CROSS SECTION OF LANDING AREA NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. Building Company General Contractors Revisions I Date I Al BLDG DEPT. REVIEW 1 08-16-16 24" PREF. 18" MIN. z I `D I 40- 0 O 0 U O co o I +az o PERMIT# — BUTTE COUNTY DEVELOPMENT SERVICES Q � Q J CD O REt,IEWE D FORJ CO COMP CE m w Q �, DATE BY W W O� ACCESSIBLE EXTERIOR DOOR wNt _ .. 0 U -)z LANDING REQUIREMENTS N.T.S. 2��, CD (n �' Q E-- 3 x 2' PLYWOOD SIGN w/ 6" BLACK LETTERS o/ WHITE BACKGROUND. - CONCRETE WASHOUT 10 mil. VISQUEEN LINER w/ EDGES R EV I E LAPPED 12 & SEALED. FOR CODE C( 2x12 FRAME HELD FIRMLY IN PLACE w/ 1x2x24" STAKES AT SIDES NOT AUG 2 y MORE THAN 6-0"o.c. AROUND PFRIMFTFR PL IJANCE 16 INTERVJES, G,T� CONSULTIN 0111? NOTES: 1. PROVIDE A WASHOUT AREA LARGE ENOUGH TO CONTAIN WASHOUT FROM TRUCKS. 2. IF POSSIBLE, PUMP WATER BACK INTO TRUCKS FOR REUSE. 3. ALLOW WATER TO EVAPORATE AND REMOVE SETTLED, HARDENED CONCRETE TO PROPER LOCAL DUMP SITE. 4. ALTERNATE WASHOUT TYPES AND DESIGN MEETING REGIONAL WATER QUALITY CONTROL BOARD STANDARDS ARE ACCEPTABLE. PARTIAL SITE PLAN A TYPICAL CONCRETE WASHOUT (FOR REFERENCE ONLY - NOT A RECORD SURVEY) SCALE: 1 - 40'-0" (FIELD VERIFY SITE LOCATION) N.T.S. j I ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING z Q J W U) J Q ry Q Date: 06-20-16 Drawn By: TWM Checked By: JH Job No.: 16-6151 STEEL LINE STEEL LINE I THE FOUNDATION DESIGN OF THIS BUILDING IS BASED ON FRAME COLUMN REACTIONS PROVIDED BY THE FOLLOWING METAL BUILDING MANUFACTURER NUCOR BUILDING SYSTEMS GROUP 1050 NORTH WATERY LANE QRIGHAM CITY, UT 84302 1 B NBS PROJECT NO. U16EO300A & U16E0300B, DATED 6/06/2016 2. THIS DRAWING REPRESENTS THE FOUNDATION DESIGN ONLY. SEE THE METAL BUILDING MFGRS ANCHOR BOLT SETTING PLAN FOR LOCATION OF COLUMNS AND ANCHOR BOLTS RELATIVE TO THE GRIDLINES SHOWN IN THIS PLAN. 3. FOUNDATION DESIGN IS BASED ON THE FOLLOWING DESIGN PARAMETERS AS STATED FOR CLASS 5 MATERIALS PER TABLE 1806.2 OF THE 2013 CBC: ALLOWABLE SOIL BEARING PRESSURE (D + U = 1500 psf ALLOWABLE SOIL BEARING PRESSURE (D + L + W/S) = 2,000 psf 4. THE BUILDING PAD IS TO BEAR ON A MINIMUM OF 12 INCHES OF COMPACTED, NATIVE SOIL OR APPROVED FILL THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. FILL MATERIAL IMPORTED FROM OFF-SITE SHALL BE TESTED AND APPROVED BY A GEOTECHNICAL ENGINEER. AGRICULTURAL STORAGE BUILDING FOUNDATION PLAN & NOTES FOUNDATION NOTES 5. THE EXPOSED SUB -GRADES SHALL BE MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. ALL FOUNDATIONS SHALL BEAR ON A MINIMUM OF 12 INCHES OF NON -EXPANSIVE, COMPACTED OR UNDISTURBED, NATIVE SOIL. 6. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. 7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADDITION OF THE ACI MANUAL OF CONCRETE PRACTICE. 8. ALL CONCRETE MIXES SHALL UTILIZE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150. AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-V27. 7. ALL CONCRETE MIXES SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.575, AND SHALL HAVE AN ENTRAPPED AIR CONTENT OF 1.5%. ADDMIXTURES USED SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER OF RECORD. 8. REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 9. MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE. AND 4" FOR OTHER CONCRETE. 10. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: PSI DAYS A FOOTINGS 3,000* 28 B. SLABS -ON -GRADE 3,000* 28 * DESIGN STRENGTH = 2,500 psi C. LEAN CONCRETE FILL 11000 28 11. PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. 12. THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 13. SURFACES OF JOINTS REFERENCED AS 'COLD JOINTS', SHALL BE TROWELED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 IN ALL CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706. A706 REBAR SHALL BE WELDED PER THE LATEST AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. I HtY WtKt UKtA I LU, tVULVtU ANU UtvtLVrtU rUK Uat UN MIMU Iry wrvJurvU I Ivry vvl 1 n I r110 JrCl.lrll. ITVJCI, 1 . 1YVIYL VI JIJVI 1 lulllV1 1 03HEDULE JFORCEMENT 3EAWAY T&B f. / #3 TIES 0 1211O.c. 3EAWAY T&B 3EAWAY T&B SEAWAY T&B STEEL LINE STEEL LINE Y DEVELOPMENT SERVICES Lig FED FOR AOWPLIA CE BY _ PROJECT NORTH 15 ESS OTHERWISE NO R AGOF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS UN RE I EVT A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" FOR CODE CO B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER AUG 2 4 #6 BAR OR LARGER------------------------------------------------------- 2lI #5 BAR AND SMALLER--------------------------------------------------- 1-V2" INTERW 16. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. CONSULTIN 17. REINFORCING BARS SHALL BE LAPPED OR SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING OR ALTERNATE METHODS SHALL REQUIRE REVIEW FROM THE ENGINEER. 18. WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" MINIMUM). 19. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ WEDGE ANCHORS PER ICC -ES REPORT ESR -1917. 20. EPDXY ADHESIVE ANCHORS IN CONCRETE SHALL BE SIMPSON SET -XP EPDXY ADHESIVE PER ICC -ES REPORT ESR -2508, OR APPROVED EQUAL. 1l_ A SCALE: 1/2" = 1'0" - nlOrll 110Gn T!1 AAIV OCDQnK1 MORA ^0 tl^Ml3nr3ATlnKl C^E3 AAIv 01 100^0C 1AlUATQl1C%l=D 1All-rU 11TYUC %AIDITTCAI DC0IIAICQlr%K1 rNr- 11AAAIAl1Al(_ CAIr_IhiCCD1Al(_ f%f%DVD1r_4JT Irl 9/NR AAAAIAIIAI(_ GAI(_lKWP 7IAI(. �L 16 S1 GI GRIDLINE GRIDLINE SEE PLAN SEE PLAN - -�`- - Ir - 0 MT. BLDG SILL _T I II 11 1 13\STEEL COLUMN BEYOND II II ' GRIDLINE (BL), SEE PLAN SEE PLAN Il II II II / CONC. SLAB ON GRADE II 11 SEE PLAN II 11 I 11 o i 3-6" 11 II MTL BLDG / o \ / #3 x @ 36'b.G II I I OCCURDING VS.IHERE COLUMN BASE `BASE IE & ANCHOR BOLTS II 11 POURED w/ FTG \ / PER MTL BLDG MFGR. II 1 / . T.O.S. 2 @ O CONT. OPENINGS zo.0l HAIRPIN REINFORCEMENT FINISH GRADE SEE PLAN & 7/-. b — // \\ SUBGRADE r _ _ = I / \\ _ III=III=I I I I I I I I—I I I I I I III III—III-1 /� \\=1I1=1IISII1=1I1—II1=1I1=1I1=1 1=1I1- // \\ b -1 I. 1 =� 1=1 11=1 l 1= 11= 11— 11--1 Ill— _ 2-J5 CONT. // \\ -III—I I _III— I I—I I I I— // I \\ -111 11=1 11=1 I I=I // \\ // I \\ L--------- -- ----J // I \\ 3" CLR, /�/ CJ, SEE FI N & 1/-. T-0" MIN. Tom' // I \\ ol FOOTING BEYOND, SEE PLAN & 5/- OR 8/-. // I \\ // I \\ /i \\ COLUMN BLOCK-OUT 12 PERIMETER FOUNDATION 9 PARTIAL PLAN AT BUILDING COLUMN SCALE: 3/4 - l' -O" SECTION AT BUILDING PERIMETER SCALE: 3/4 - l' -O" Q OF COLUMN GRIDLINE & FOOTING EA WAY SEE PLAN 4PLAN TOP OF SLAB / �� I 1 a w 0 Z w 0 w m w 1 1/2" MIN. PROJECTION 3" CLEAR, TYR TOP OF SLAB ASTM F1554 GRADE 55 HEAVY HEX ANCHOR BOLT NOTE: SEE LAYOUT PLAN BY MTL BLDG MFGR FOR DIA. & SPACING. R WASHER 3/8" x 3" SQUARE R WASHER 3/8" x 3" SQUARE BOTTOM OF FOOTING ANCHOR BOLT OPTIONS 6 SECTION N.T.S. Q OF COLUMN GRIDLINE & FOOTING EA WAY SEE PLAN I"SEE PLAN " STEEL COLUMN w/ BASE R & ANCHOR BOLTS PER MTL BLDG MFGR. #4's @ 18"o.c. (2 MIN. EA WAY) EMBED 6" INTO (E) SLAB W/ SIMPSON SET -XP EPDXY ADHESIVE. (E) SLAB WHERE OCCURS, SAW -CUT AS REQ'D. T.O.S. C= SUBGRADE �' -1 I I—I I I—I 11— z —I 11=1 11—I I —ISI—I�I— Lu �1�1=�I ;I11�� 3" CLR, TYR'4 , I 11=1 11=111-1 I I—' T-6" SQUARE SEE PLAN FOR SIZE & REINF. 2'-0" SQ. COLUMN PIER w/ 444 VERTS. & #3 TIES @ 12"oc. HAIRPIN, SEE PLAN & AS SHOWN SECURE IN PLACE (ALT. HOOKS). w/ TIE WIRE PRIOR TO PLACING CONCRETE. - 0 0 c) @ 45° r- --� =_1 I F=_l I F: �' 1 111=1 I I;, i o o 1111111,1 I o 0 1 —11' L-- I�' 4 BASER &ANCHOR BOLTS S-4 PER MTL BLDG MFGR. 1 1/2" MIN. COVERAGE TOP OF SLAB HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR T, PLACING CONCRETE ANCHOR BOLTS SEE LAYOUT PLAN BY MTL. BLDG MFGT FOR DIA. & SPACING. VAX MIN.) d +___ - I l + I1[ I + V_ %, -i �_i ___ - 0 180° D �° 10 TYP. MIN. 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HOOKS)I.1. (E) FTG . <X.1111. .: (VERIFY) CONT. FTG BEYOND 3" CLR, TYR, SEE PLAN & 9/-. CAISSON FOOTING, CONT. FTG SEE PLAN FOR SIZE BEYOND, SEE SEE PLAN FOR SIZE &REINF. &REINFORCEMENT. PLAN & 9/-. DOOR THRESHOLD 1 1 PERIMETER FOUNDATION 8 CAISSON FOOTING 5 SECTION AT BUILDING SLAB N.T.S. SECTION AT BUILDING COLUMN SCALE: 3/4 - l' -O" SECTION AT BUILDING COLUMN SCALE: 3/4 - 1-0 q OF COLUMN GRIDLINE & FOOTING EA WAY i SEE PLAN I SEE PLAN STEEL COLUMN w/ BASE R & ANCHOR BOLTS PER MTL BLDG MFGR. #4's @ 18"o.c. (2 MIN. EA WAY) EMBED 6" INTO (E) SLAB W/ SIMPSON SET -XP EPDXY ADHESIVE. (E) SLAB WHERE OCCURS, SAW -CUT AS REQ'D. T.O.S. C= SUBGRADE �' -1 I I—I I I—I 11— z —I 11=1 11—I I —ISI—I�I— Lu �1�1=�I ;I11�� 3" CLR, TYR'4 , I 11=1 11=111-1 I I—' T-6" SQUARE SEE PLAN FOR SIZE & REINF. 2'-0" SQ. COLUMN PIER w/ 444 VERTS. & #3 TIES @ 12"oc. HAIRPIN, SEE PLAN & AS SHOWN SECURE IN PLACE (ALT. HOOKS). w/ TIE WIRE PRIOR TO PLACING CONCRETE. - 0 0 c) @ 45° r- --� =_1 I F=_l I F: �' 1 111=1 I I;, i o o 1111111,1 I o 0 1 —11' L-- I�' 4 BASER &ANCHOR BOLTS S-4 PER MTL BLDG MFGR. 1 1/2" MIN. COVERAGE TOP OF SLAB HAIRPIN, SEE PLAN SECURE IN PLACE w/ TIE WIRE PRIOR T, PLACING CONCRETE ANCHOR BOLTS SEE LAYOUT PLAN BY MTL. BLDG MFGT FOR DIA. & SPACING. VAX MIN.) d +___ - I l + I1[ I + V_ %, -i �_i ___ - 0 180° D �° 10 TYP. MIN. INSIDE BAR SIZE BEND o "D" #3 - #8 4d #9 - #11 8d #14 & #18 10d STANDARD BAR HOOKS AND BENDS d , +) T �x 0 k""-(- p • D* TYR REBAR LAP LENGTH BAR 2500 40 60 SIZE 21 32 #3 TYPICAL SECTIONS N.T.S. 16 24 28 42 #4 21 32 1341 51 #5 39 62 #6 v 47 - - ch 90 #7 69 102 #8 78 77 115 #9 59 89 85 128 #10 69 98 1 94 141 #11 72 108 (— CONC. f'C IN psi F— BAR GRADE ( TOP BARS, TYR (IN) E-- OTHER BARS, TYR (IN.) NOTES: I INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. ,° MIN. INSIDE BAR SIZE BEND 0 "D" #3 - #5 4d SEE LAP SCHEDULE #6 - #8 6d 6 1r''_''___;_�__!!Zz Zw_ �17 — TYPICAL STIRRUPS &TIES 16ga MIN. TIE WIRE STANDARD REBAR HOOKS, BENDS & SPLICES 3 DETAILS & SCHEDULE N.T.S. 6" MAX SEE PLAN WHERE OCCURS •i- 'm lw�wlm��'m -1 Mb� �w+wbalmb R1 .. �m�v #3 DOWEL @ 24"oc. —1 I • ,I I I— SLAB & CURB DETAIL VLK%tt ,14---3 BUTTE COUNTY DEVELOPMENT SERVICES NEVI EWED FOR GOD DATE _ BY CJ, SEE PLAN #4 x 3-0" SMOOTH DOWEL BAR @ 2-0"o.c. 1 I 1-1 iii—_i I i i 'I i i- 1 V2" x 3 V2" 1'-0" x 12" LG. KEY @ 3'-0"o.c. CONSTRUCTION JOINT DETAIL 1/4" WIDE TOOLED OR SAWCUT JOINT @ 16-0"o.c. MAX EA DIRECTION._\ �E— CJ, SEE PLAN i I z z_ a - 7.i w w v � - CONTROL JOINT DETAIL REVI E FOR CODE C AUG 2 4 INTER CONSUI-TIN PIER FOUNDATIONHAIRPIN 10 REINFORCEMENT 7 HAIRPIN REINFORCEMENT 41 CONCRETE SLAB ON GRADE SECTION AT BUILDING COLUMN N.T.S. SECTION N.T.S. SECTION N.T.S. TYPICAL SECTIONS N.T.S. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT @ 2016 MANNING ENGINEERII — - - _. _ ----- __'_ ----I -- ,------ - ---- �- T-�. _ - __ . _ --- -- _ _ ____ _ _ --- __ ._ -__ . __ --- - - - --- ----- _ _ _ --- 1 ---__ .. _ —_ - _•-•-' v MI 2C IE 25'-0" L 25'-0" I -6V�Z a" T HEIGHT 20'x 18' ROLL -UP CURTAIN DOOR w/ REDUCED DRIVE CHAIN HOIST 100'-0" (EXISTING BUILDING) C PARTIAL EXTERIOR SIDE ELEVATION EXTERIOR ORTHOGRAPHIC EAST ELEVATION SCALE: 1/4" = 1'-0" RENDERING BY NUCOR BUILDING SYSTEMS SCALE: N/A 0 I V 72'-0" 12'-0" iv 60'-0" F PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO941 PSI CE DATE � By REVIEvvtu R CODE COMPLIANCE AUG 2 4 2016 INTERWEST CONSULTING GROUP FRONT EXTERIOR ELEVATION A SCALE: 1/4" = 1'-0" SOUTH ELEVATION ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2016 MANNING ENGINEERING 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE - NONRESIDENTIAL MANDATORY MEASURES IINSPECTOR SIGNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. ®301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [AA]. When the code section applies to both, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: - HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL 5.101.1 Scope The provisions of this chapter outlne planning, design and development methods that include environmentally responsible site selection, bolding design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following term are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES Lurinaires whose fight distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the krr>inaire. LOW -EMITTING AND FUEL EFFICIENT VEHICLES Eligible vehicles are limited to the following 1. Zero emission vehicle VN, including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEA advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title A Sections 1961 and 1962. 2. High -efficiency vehicles, regulated by U.S. EPA, bearing High -Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles NEIGHBORHOOD ELECTRIC VEHICLE (NEV) A motor vehicle that meets the definition of low -speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571500 (as it existed on July 1, 2000), and is certified to zero -emission vehicle standards. TENANT -OCCUPANTS Building occupants who inhabit a buildng during its nominal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors VANPOOL VEHICLE Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharirg Note: Source. Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero -emission standards SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION Newy constructed projects and additions which disturb less than one acre of land shag prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordnance. 5.106.1.2 Best Management Practices (BMP) ® Prevent the loss of sol through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. 1. Sol loss BMP that should be considered for each project include, but are not limited to, the following a.Schedufng construction activity. b. Preservation of natural features, vegetation and sol. c. Drainage swales or lined ditches to control stomnwater flow. d Mulching or hydroseedng to stabilize disturbed sols. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter sit fence, fiber rolls). h Sediment trap or sedirrnent basin to retain sediment on site. i Stabilized construction exits. j. Wind erosion control k Other sail loss BMP acceptable to the enforcing agency. 2. Good housekeeping BMP to manage construction equipment, materials and wastes that should be considered for irplementaton as appropriate for each project include, but are not limited to the following a. Material handling and waste management. lo - Building materials stockpile management. c. Management of washout areas (concrete, paints, stucco, etc.). d Control of vehicle/equipment fuel'ng to contractor's staging area. e. Vehicle and equipment cleaning performed off site. I. Spill prevention and control. g.Othner housekeeping BMP acceptable to the enforcing agency. 5.106.4 BICYCLE PARKING For buildings Within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1 For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.42 5.106.4.1 Bicycle parking. [BSC] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking [BSC] If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5.106.4.1.2 Long-term bicycle parking For new buildings with over 10 tenant -occupants or for additions or alterations that add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicle parking spaces being added, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. N/A 5.106.5.2 DESIGNATED PARKING In new projects or additions or alterations that add 10 or more vehicular parking spaces, p rovide designated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehicles as follows: INSPECTO SIGNOFF TABLE 5.106.5.2 - PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 25-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8% OF TOTAL 5.106.5.2.1 - Parking stall marking N/A Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces 5.106.8 LIGHT POLLUTION REDUCTION [N] Outdoor fighting systems shall be designed and installed to comply with the following I The minimum requirements h the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of the California Administrative Code; and 2. Backlight, Uptight and Glare (BUG) ratings as defined in IES TM -15-11; and a Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordnance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] t Luminaires that qualify as exceptions in Section 147 of the California Energy Code. 2. Emergency lighting Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus fighting requirements for parking fatalities and walkways. ®5.106.10 GRADING AND PAVING Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buldngs. Examples of methods to manage surface water include, but are not limited to, the following I Swales. 2. Water collection and disposal systems. a French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions The following terms are defined in Chapter 2 (and are included here for reference) GRAYWATER Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy body wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and clmatological parameters MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) [HCD] The California model ordinance 9California Cade of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices Local agencies are required to adopt the updated MWELO, or adopt a local ordnance at least as effective as the MWELO. POTABLE WATER Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Coxae, Part 5. POTABLE WATER [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction RECYCLED WATER Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (01 Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation For the purposes of CALGreen, a dedicated meter may be considered a submeter. WATER BUDGET Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance With the Department of Water Resources Model Efficient Landscape Ordnance (MWELO). SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.11 and 503.12. N/A 5.303.1.1 Buildings in excess of 50,000 square feet Separate submeters shall be installed as follows: t For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooing towers where flow through is greater than 500 gpm (30 Us). to. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). ow Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.2 WATER REDUCTION. Plumbing fixtures shag meet the maximum flow rate values shown in Table 5.3032.3 Exception: Bolding that demonstrate 20% overall water use reduction h this case, a calculation demonstrating a 20% reduction in the building 'Water use baseline," as established in Table 5.303.22, shalt be provided. 5.303.2.1 Areas of addition or alteration For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.2 and Section 5.303.3 shall appy to new fixtures h additions or areas of alteration to the building. INSPECTOI SIGNOFF N/A N/A 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS Plumbing fixtures (water closets and u(nals) and fittings (faucets and showerheads) shall comply with the following 5.303.3.1 Water Closets The effective flush volume of all water closets shall not exceed 128 gallons per flush Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush 5.303.3.2 Urinals The effective flush volume of urinals shall not exceed 0.5 gallons per flush 5.303.3.3 Showerheads 5.303.3.3.1 Single showerhead Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per rrirr-KAe at 80 ps4 or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead 5.303.4 WASTEWATER REDUCTION [N] Each bulking shall reduce by 20 percent wastewater by one of the following methods: 1. [BSC, DSA -SS] The installation of water -conserving fixtures (water closets, urinals) meeting the criteria established in sections 5.3032 or 5.303.3. 2. [BSC] Utilizing non -potable water systems [captured rainwater, graywater, and municipally treated wastewater (recycled water) comping with the current edition of the California Plumbing Code or other methods described in Section A5.304.8. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shag meet the applicable standards referenced in Table 14011 of the California Plumbing Code and in Chapter 6 of this code. TABLE 5.303.2.2 - WATER USE BASELINES FIXTURE TYPE FLOW RATE2 DURATION DAILY USES OCCUPANTS2 SHOWER HEADS 2.0 GPM @ 80 PSI 5 MIN. 1 X2a LAVATORY FAUCETS 0.5 GPM @ 60 PSI 25 MIN. 3 X (NON-RESIDENTIAL) KITCHEN FAUCETS 22 GPM @ 60 PSI 4 MIN. 1 X2b REPLACEMENT AERATORS 22 GPM @ 60 PSI X WASH FOUNTAINS 22 [RIM SPACE X (IN.)/20 GPM@60 PSI] METERING FAUCETS 0.25 GAUCYCLE 025 MIN. 3 X METERING FAUCETS FOR 25 [RIM SPACE (IN.)/20 025 MIN. X WASH FOUNTAINS GPM@60 PSI] GRAVITY TANK WATER 128 GAL/FLUSH 1 FLUSH 1 MALE, CLOSET CLOSET 3 FEMALE FLUSHOMETER TANK WATER 128 GAL/FLUSH 1 FLUSH 1 MALE, X CLOSET 3 FEMALE FLUSHOMETER VALVE WATER 128 GAL/FLUSH 1 FLUSH 1 MALE, X CLOSET 3 FEMALE ELECTROMECHANICAL 128 GAL/FLUSH 1 FLUSH 1 MALE1 X HYDRAULIC WATER CLOSET 3 FEMALE URINALS 0.5 GAUFLUSH 1 FLUSH 2 MALE X ::�l FIXTURE 'WATER USE" = FLOW RATE X DURATION X OCCUPANTS X DAILY USES I THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THE ROOM. 2. REFER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS. a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF A BUILDING, E.G., TOTAL OCCUPANT LOAD FOR A HEALTH CLUB, BUT ONLY A FRACTION OF THE OCCUPANTS IN AN OFFICE BUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERS b. NONRESIDENTIAL KITCHEN FAUCET USE IS DETERMINED BY THE OCCUPANT LOAD OF THE AREA SERVED BY THE FIXTURE. a USE WORKSHEET WS -1 TO CALCULATE BASELINE WATER USE. TABLE 5.303.2.3 - FIXTURE FLOW RATES FIXTURE TYPE MAX. FLOW RATE @ 20% REDUCTION KITCHEN FAUCETS 1.8 GPM @ 60 PSI WASH FOUNTAINS 18 [RIM SPACE (IN.)/20 GPM @ 60 PSI] METERING FAUCETS 020 GALLONS/CYCLE METERING FAUCETS FOR WASH FOUNTAINS 20 [RIM SPACE (INWO GPM @ 60 PSI] SECTION 5.304 OUTDOOR WATER USE 5.304.1 WATER BUDGET A water budget shall be developed for landscape irrigation use that installed in conjunction with a new building or an addition or alteration conforms to the local water efficient landscape ordinance or to the California Department of Water Resources Water Efficient Landscape Ordnance where no local ordinance is applicable. Note: Prescriptive measures to assist in compliance With the water budget are listed in Sections 492.5 through 492.8, 492.10 and 492.11 of the ordinance, which may be found at: www.water.ca.gov/wateruseefficiency/docs/Water0rdSec492.cfm 5.304.2 OUTDOOR POTABLE WATER USE For new water service or for addition or alteration requiring upgraded water service for landscaped areas of at least 1,000 square feet but not more than 5,000 square feet (the level at Which Water Code ✓3535 apples), separate submeters or metering devices shall be installed for outdoor potable water use. 5.304.3 IRRIGATION DESIGN In new nonresidential construction with at least 1,000 but not more than 2,500 square feet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensors which include the following criteria, and meet manufacturer's recommendations. 5.304.3.1 Irrigation controllers Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or sol moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication ication systems that account for tical rainfall shall have a separate wired or wireless rain sensor which connects or communicates With the controller(s). Sal mcisture-based controllers are not required to have rain sensor input. Note: More informatbin regarding irrigation controller function and specifications is available from the Irrigation Association DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE The provisions of this chapter shall outlne means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste dimension, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) ADJUST To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. INSPECTO SIGNOFF x �s BALANCE To proportion flows with the dstrbution system, including sub -mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner's project requirements. TEST A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION Provide a weather -resistant exterior wall and foundation envelope as required by California Buldng Code Section 14032 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buldngs as follows: 5.407.2.2.1 Exterior door protection Primary exterior entries shag be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following I An installed awning at least 4 feet in depth 2. The door is protected by a roof overhang at least 4 feet in depth a The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection 5.407.2.2.2 Flashing Install flashings integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT Recycle and/or salvage for reuse a minimum of 50% of the non -hazardous construction and demolition waste in accordance with Section 5.408.11, 5.408.12 or 5.408.13; or meet a local construction and demolition waste management ordnance, whichever is more stringent. 5.408.1.1 Construction waste management plan Where a local jurisdiction does not have a construction and demolition waste management ordnance, submit a construction waste management plan that: I Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source -separated) or bulk rrixed (single stream). a Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both 5.408.1.2 Waste Management Company Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section Note: The owner or contractor shall make the determination if the construction and demolition waste material Will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated sal and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. a Demolition waste meeting local ordnance or calculated in consideration of load recycleN facilities and markets PERS. 5.408.1.3 Waste stream reduction alternative The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation DATE Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.11, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: I Sample farms fond in "A Guide to the California Green Building Standards Code (NonresidentialY' located at www.bsrca.gov/Horne/CALGreenaspx may be used to assist in documenting compliance with the waste management plan 2. Mixed construction and demolition debris processors can be located at the CaGforria Department of Resources Recycling and Recovery (CalRecycle). 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS [BSC] 100 percent of trees, sturps, rocks and associated vegetation and sods resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or sal contaminated by disease or pest infestation Notes: I If contaminator by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Apiculture. (www.cdfa.ca.gov) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS Provide ready accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, includingcg (at a minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive - 5.410.1.1 Additions [A] Ag adddions conducted within a 12 -month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shag provide recycling areas on site. Exception Additions with a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Sold Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordnance for use by local agencies may be fond in Appendix A of the document at the CalRecycle's web site. 5.410.2 COMMISSIONING [N] For new buildings 10,000 square feet and over, building axrrnissiorirng shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owners or ovmer representative's project requirements Commissioning shag be performed in accordance with this section by trained jj r personnel With experience on projects of comparable size and commplexity. Carrrissioni�g requirements shad � 1 V I Owner's or Owner representative's project requireents 2. Basis of design 2. Commissioning measures shown in the construction documents. FOR CODE CO 4. Corrinissoning plan 5. Functional performance testing. AUG 2 4 6. Documentation and training 7. Commissioning report. Exceptions: INTER I Dry storage warehouses of any size. ONSULTIN 2. Areas under 10,000 square feet used for offices or other conditioned accessory spaces within r storage warehouses. 3. Tenant improvements under 10,000 square feet as described in Section 303.11 4. Commissioning requirements for energy systems covered by the 2013 California Energy Code. All bolding systems and components covered by Title 24, Part 6, as well as process equiprment and controls, and renewable energy systems shall be included in the scope of the comrrissioning requirements 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR) [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following I Environmental and sustainability goals 2. Energy efficiency goals [refer to 2013 California Energy Cade, Section 120.8(b)1 a Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operator 5. Equipment and systems expectations 6. Building occupant and operation and maintenance (0&M) personnel expectations ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN UUNJUNU I ION VVI I N I his b1`tc1F1U FKUJtL; I . NUNt OF bUcn ,UtAO, u OK.7No, AKttHIVVCIVICIV I o VR rLA1Vo JrVALL OC uJCL/ D T VR ulOI L.W0"U 1 v MIM T rF_ROV1V, rlr[IVI VR NVRrVR/11 Iu1V ruR cry T ru RruOC VVfIM I OIJCV CR VVI I rll/u I 1 rIC vvR11 1 CIV rCRIV11001%JIV Vr IVI/11V IY IIVV CIVVIIVCCRIIV V. \'ur 1 RIVr11 V LV IU IVIf11V1V IIVV CIVVIIVCCRIIVV INSPECTOR SIGNOFF 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE -NONRESIDENTIAL MANDATORY MEASURES 5.410.2.2 Basis of Design BOD A A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall ever tl'e following systems: 1. Heating, ventilation, air condtbni ng (HVAC) systems and controls [refer to 2013 California Energy Code, Section 120.8(x)1 2. Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(x)1 a Water heating system [refer to 2013 California Energy Code, Section 120.8(x)1 4. Renewable energy systems. S Landscape irrigation systems. 6. Water reuse systems. 5.410.2.3 Commissioning plan [N] Prior to permit issuance a corrvrissioning plan shag be completed to docurnent how the project will be commissioned The commissioning plan shall include the following 1. General project information 2. Commissioning goals. a Systems to be commissioned Plans to test systems and components shall 'include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests c. Functions to be tested d Conditions under which the test shall be performed. a Measurable criteria for acceptable performance. 4. Commissioning team information S Commissioning process activities, schedules and responsibilities Plans for the completion of corrnssionhg shall be included. 5.410.2.4 Functional performance testing [A] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system -to -system interface in accordance with the approved plans and specifications. Functional performance testing reports shag contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations 5.410.2.5.1 Systems manual [N] Documentation of the operational aspects of the building shag be corpleted Within the systems manual and delivered to the building owner or representative. The systems manual shag include the following 1. Site information, including facility description, history and current requirements 2. Site contact information a Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. a Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and docuuneritation, if applicable. 5.410.2.5.2 Systems operations training [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shag be developed and documented in the corrnissioniig report and shag include the following 1. System/equipment overview (what it is, what it does and With what other systems and/or equipment it interfaces). 2. Review and demonstration of servicWpreventive maintenance. 3. Review of the information in the Systems Manual 4. Review of the record drawings on the system/equipment. 5.410.2.6 Commissioning report A repot of commissioning process activities undertaken through the design, construction phases of the building project shag be completed and provided to the owner or representative. Note: Guidance on implementation and enforcement of corrnissioning requirements, including sample compliance forms and templates, may be found in Appendix A6, Division -A6.1, of this code. 5.410.4 TESTING AND ADJUSTING Testing and adjusting of systems shag be required for buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1 5.410.4.2 Systems Develop a written plan of procedures for testing and adjusting systems Systems to be included for testing and adjusting shall include at a minimum, m, as applicable to the project: 1. HVAC systems and controls 2. Indoor and outdoor lighting and controls a Water heating systems. 4. Renewable energy systems 5. Landscape irrigation systems 6. Water reuse systems. 5.410.4.3 Procedures Perform testing and adjusting procedures in accordance With manufacturer's specifications and applicable standards on each system 5.410.4.3.1 HVAC balancing In addition to testing and adjusting, before a new space-condti ening system serving a building or space is operated for normal use, the system shag be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 5.410.4.4 Reporting After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services 5.410.4.5 Operation and maintenance (O & M) manual Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/Warranties for each system 0 & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports Include a copy of all inspection verifications and reports requred by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a binding's installers, occupants and neighbors SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) COMMUNITY NOISE EQUIVALENT LEVEL (CNEL) A metric similar to the day -right average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldrn COMPOSITE WOOD PRODUCTS Composite woad products include hardwood plywood, particleboard and medium density fiberboard 'Composite woad products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1 MERV Filter minimum efficiency reporting value, based on ASHRAE 522-1999. REACTIVE ORGANIC COMPOUND (ROC) Any compound that has the potential, once emitted, to contribute to ozone formation in tt a troposphere. VOC A volatile organic compound broadly defined as a cherical compared based on carbon chains or rings With vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question SECTION 5.504 POLLUTANT CONTROL 5.504.1.3 Temporary ventilation ® The permanent HVAC system shall only be used during construction if necessary to condition the buldng or areas of addition or alteration Within the required temperature range for material and equipment installation If the HVAC system is used doing construction, use return air filters With a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 522-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied doing alteration, air the conclusion of construction INSPECTOR SIGNOFF 0 ON 5.504.3 Covering of duct openings and protection of mechanical equipment during construction At the time of rough installation, or during storage on the construction site and until final startup of the heating, cooing and ventilating equipment, all duct and other related air distribution component openings shall be covered With tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris Which may collect in the system 5.504.4 Finish material pollutant control Fresh materials shall comply with Sections 5.504.4.1 through 5.504.4.4. 5.504.4.1 Adhesives, sealants and caulks Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: I Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply With local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC Emits, as shown in Tables 5.504.4.1 and 5.504.42. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichlorKde, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds Cn units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, cornmencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT12 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPUC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) W WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/Rll68.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds ds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.504.4.3 Paints and coatings Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local Emits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories fisted in Table 5.504.4.3 shag be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 421, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC Emit in Table 5.504.4.3 shall appy. 5.504.4.3.1 Aerosol Paints and coatings Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(aX3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(cX2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Ar Quality Management District additionally comply With the percent VOC by weight of product limits of Regulation 8 Rule 49. INSPECTO SIGNOFF TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS23 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR OPAQUE 730 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1 GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. a VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 12008, MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4.3.2 Verification Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems All carpet installed in the bulding interior shall meet at least one of the testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program 2. Compliant With the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V11 or Specification 01350). a NSF/ANSI 140 at the Gold level or higher; 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant With the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 22 dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet cushion All carpet cushion installed in the bolding interior shall meet the requirements of the Carpet and Rug Institute Green Label program 5.504.4.4.2 Carpet adhesive All carpet adhesive shag meet the requirements of Table 5.504.4.1 5.504.4.5 Composite wood products Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shag meet the requirements for ormaldehyde as specified in ARB's Ar Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission Emits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation Verification of compliance with this sect& shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following INSPECTOR SIGNOFF ® 5.504.5.3 Filters In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return aur that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy, and recommendatbns for maintenance With filters of the same value shall be iicluded in the operation and maintenance manual. Exceptions: 1 An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan cal, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow. 2. Existing mechanical equipment. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of bolding entries, outdoor air intakes and operable windows and Within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, Califania Cornxu>Ity College, campus of the California State University, or campus of the University of California, Whicchever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions TABLE 5.504.4.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 I VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM Ewa FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 9312012. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL Buldngs shall meet or excc-,ed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.4072 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY For mechanically or naturally ventilated spaces in buildings, meet the mini urn requirements of Section 121 (Requirements For Ventilation) of the 2010 California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance With the requirements of the 2013 Califomia Energy Code, Section 120(cX4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL Employ building assemblies and components with Sand Transmission Class (STC) values determined in accordance With ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance With ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings With few or no occupants or Where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. 5.507.4.1 Exterior noise transmission, prescriptive method Wall and roof-ceiliing assemblies exposed to the noise source making up the building or addition envelope or altered envelope shag meet a composite STC rating of at least 50 or a corposite OITC rating of no less than 40, with exterior windows of a minnxm STC of 40 or OITC of 30 in the following locations: I Within the 65 CNEL noise contour of an airport. Exceptions: I Lin or CNEL for military airports shall be deterrrined by the facility Air Installation Compatble Land Use Zone (AICUZ) plan PER!:' 2. Lc+ or CNEL for other airports and heliports for which a land use plan has not been developed shag be determined by the local general plan noise element. 2. Within the 65 CNEL or Lo+ noise contour of a freeway or expressway, railroad, industrial sauce or fixed -guideway source as determined by the Noise Element of the General Ptah 5.507.4.2 Performance Method DATE For buildings located as defined in Section 5.507.4.1 or 5.507.4.11, wall and roof -Ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shag be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hart' equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features Exterior features such as sand walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance An acoustical analysis documenting ccxrpyng interior sound levels shall be prepared by personnel approved by the architect or engineer of record 5.507.4.3 Interior sound Wall and floor -Ceiling assemblies separating tenant spaces and tenant spaces and public places shag have an STC of at least 40. Note: Examples of assemblies and then various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStuxies/stc_im-fategs.pdf. INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702.1 INSTALLER TRAINING HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD] k { When required by the enforcing aigency, t , e owner or the responsible entity acting as he#pwner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task'to be performed. In addition to other certifications or qualifications acgeptable to the enforcing agency, the followiiig certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector. R EV r I 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, dinrODE performarlce contractors, and home energy auditors: 3. Successful completion of a third "party apprentice training program in the appropriate trade. AUG 2 4. Other programs acceptable to the enforcing agency. 1. Product certifications and specifications 2. Chain of custody Certifications Notes: 1. Special inspectors shall be independent, entiti with no financial interest in the materials or the project INTE a Product labeled and invoiced as meeting the Composite Wood Products regulation (see v C they are inspecting for compliance with this code.CONSIJI_T lclalifornia„ CCR, Title 17, Section 93120, et seq.). PS PS Engineered _ 2. HERS raters are special inspectors certified by Energy Commission (CEC) to rate homes in California according to the Home Energy Rating Syf (HERS). 4. Exterior grade products marked as meeting the -1 or -2 standards of the N� Wood Association, the Australian AS/NZS 2269 or European 636 3S standards S Other methods acceptable to the enforcing agency. 0000 {BSC] When required by the enforcing agency, the ownr�er QQ� the responsible entity acting as the owner's agent shall >-- employ one or more special inspectors to provide inspec�tlorTor other duties necessary to substantiate compliance with 5.504.4.6 Resilient flooring systems this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular For 80 percent of floor area receiving resilient flooring, installed resTi ent flooring shall meet at least one of the V type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized following Z:5 state, national or international association, as determined by the local agency. The area of certification shall be closely 1. Certified aider the Resilient Floor Covering Institute (RFCI) FloorScore program; L related to the primary job function, as determined by the local agency. 2. Compliant With the VOC-emission limits and testing requirements specified in the California wpm V Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version CZ E Note: Special inspectors shall be independent entities with no financial interest in the materials or the project 11, February 2010; = they are inspecting for compliance with this code. a Compliant With the California Collaborative for High Performance Schools (CA-CHPS) Criteria W V_ Interpretation for EQ 22 dated July 2012 and listed in the CHPS High Performance Product Database; 00 703 VERIFICATIONS °r703.1 4. Compliant with CDPH criteria as certified under the Greenguard Children's &Schools Program L cV DOCUMENTATION M Ln Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, 5.504.4.6.1 Verification of compliance 1 specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits Z which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify Rni m compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 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REVIEW 1 08-16-16 ATTEC�S UNTY DEVELOPMENT SERVICES ,REVIEWED FOR vC IDE OMPL,IANC E `Z O BY O Q O U) 0O Z N LO Q Q a) o LL- J � Inn W Z U LO LLJ CrW O o W U_ W 't O 0 o U 0- W M< T1_ Date: 06-20-16 1 Drawn By: TWM Checked By: JH Job No.: 16-6151 W D Z Q W W O W N itu V W X PLIANCE:� Q W U Q = i 316 U) 0 1 :ST Z Q Rni m Date: 06-20-16 1 Drawn By: TWM Checked By: JH Job No.: 16-6151 -T--- _ -_ ____ - ,