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HomeMy WebLinkAbout040-310-080-.1 . Date 2�7 Time F-' X':�— E"l-APM'\A W 41LE YC WERE OUT M. cZ3 0 P h o ri �e--) Area Code Nu e Extension TELEPHONED 1,-' PLEASE ALL CALLED TO SEE YOU WILL CALL AGAIN WANTSTO SEE YOU URGENT I RETURNED YOUR CALL Messag= ko Operator E A S T M A 4C200 4L�/ File No. I . -* BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Information or Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards B --7 ldg. I.rp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Tronsp. Land Dev. Drng. /S.I. Sub.& PcI. Maps Permits Addr. I(, I ; - I- File No. BUTTE COUNTY (For Action 1, 2, 3, Public Works Dept. (For Information V! Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. 111-*� Design Engr. Bridge Engr. Constr. Engr. Surveys Mopping Transp. Land Dev. Drng. /S.I. Sub.& Pc 1. Maps Permits Addr. COUNTY OF BUTTE i I DEPARTMENT OF PUBLIC WORKS , 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been�constructed and completed in accordance with the requirements of the'Uniform Bui ? Iding Code under permit number 311-91 — for the following. Use Classification Walk -In Cold Storage Bldg. Address or Location 11110 Midway, Chico, CA 95928 Group B-2 pancy; Type VN occu -construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Vf-o*rks Date 7/15/91 — by POST IN A CONSPICU000 PLACE (Over) N 0 T I C E A new Certificate of Occupancy is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. GENERAL ACKNOWLEDGMENT State of I ..... y— County of On this the dayof —19—" beforeme, SS. - U-a+\n o L)Dll � i ov,/L�:, I .............. OFFICIAL SEAL !KATHRYN WiLLIAMS f,lOTAfty PUBLIC --- CAL iF:AINIA PRwCIPAL OFFICE IN EIU-TTE COUNTY 1993, cam"Mmon Expires Sep. 20, .................... the undersigned Notary L np -) 1c, personally appeared a �— -4— k -0 1 L) VI/I Ll,.V-ersonally known to me 0 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) subscribed to the within instrument, and acknowledged that executed it. WITNESSiny hanh an)official seat. NP- 3 (This area for official notarial seal) Notary's Signature oil lzll�lk loellz ' � ((2 —70 S,6 4�z �11 7711 (Cif COUNTY OF BUTTE DEPARTMENT OF PUBLIC'WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This, building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 2173-91 for the following: Distribution Office Use Classification Address or Location 11110 Midway, Chico, CA 95926 Group B-2 occupancy; Type VN —construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 12/27/91 by POST IN A CONSPICUOUS PLACE (Over) N 0 T I C E A new Certificate of Occupancy Is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. 1, NOTARY ACKNOWLEDGEMENT State of California County of Butte SS. MARIA S. GALLEN NOTARY PUBLIC -CALIFORNIA Butte County my Commission Expires Feb. 24,1995 (This area for ofracial notarial seal) NP -9 (12/90) On July 24, L,eo Bartholanew before me, Maria S. Gallen personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. sworn and subscribed before me WITNESS my hand and Signature Tf t� E COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE r OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the 5132-80 requirements of the Uniform Building Code under permit number for the following: Use Classification Storage (Goings Distributing Co..) 2859 Midway, Chico Address or Location Group B-2 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public W s T Date December 1.53, 3.980 — By POST IN A CONSPIC60US PLACE (Over) N 0 T I C E A new Certificate of Occupancy Is required It the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. o., MESSAGE 0 TO --------- 1_� --------- DATE.__V�_7:__&_-___&(_� ----------- -TIME --------- Z_ L L, 1 MR- ---------- SX_ 2-WX - --------------------------------------------------------- 0 F --- (Z_2_�;XV�4 - - ---------- I PHONENO�� — ------------------------------------ Telephoned - - - - 0 Please Call - - - - [I Called to See You - - 0 Will Call Again - - 0 MESSAGE: To * Building Uepartment From: Environme-n-tal Health Subject:. Sanitation Clearance f 'Owner ation ivp# Plans approved for: Sewa6e Disposal Iater Supply Hold final for: viater Supply Final ulearance O.K. for: water Supply Clearance for bed.-oom mobile bome. Uther Clearance for addition of Note** San n ate (t)4, �? 1: Qw-wNN.W a0wed - %-m-mmor ;�,, �,- . , - 0 - , -_ . .- . � — , , - .2-1. � 1-7, -�, �- . .. , - . -- � . ', , --� - -f� �� t- - -, - - CC�UNTY-bF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordan eC� 1h the requirements of the Uniform Building Code under permit number 1 64 for the following: Use Classification Cold Box Address or Location 11110 Midway. Chico Group B-2 occupancy; Type V—N — construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Wqr�s Date— 413187 By P /7 71�4er POST IN A CONS OUS PLACE J. r. G (Over) N 0 T I C E A new Certificate of Occupancy is required if the use or occupancy of this building changes. 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I � I I � I , ; -11 ___ ---- ---- I . — " . I ____ ' r i 0 LAPI i 0 LAP I I I � LA� I I -P I '�, ' -1 - r ""wl�"" ----N*- I I . . p ­ � , ­ W*wmwwwuu W"Nowm4ft""m I . .� - � - I � 7. — I I � I I K -L - ., , ,,r . , �T "O", LA , j - � � : 11 � ,� I � ! - f' ! 'r, 0 !, , I 1i I I . I I I I I L____ - r I 1, I I il' ,,, � � ROOF FASTENER NOTES I . I �, I I I . I I - I I -L.... ­ I MAW I., . I r I . , . 'Irr I . r - � I, I , I I . �, . � I _'. l_I ' - , I I ,r , ,� r I � I ­ _. I _,11 - .1 I I � �, I I A � � " ., -_ 7T : t I I , *'k ' 2 1 , PANEL RIB NOUS, � � . I � I 1) AIN L L I I . 71Q \ . . . . 11 -­ � . � (P _I r , I I � I 6 a STRUCTURAL FASTENER' REF [4,+131 . i, /1. I - ., ,__ __ -, 10 I --- . __ a M r I , . ,.:� 0 : - ��, I . I I - -IV .- 11 1 ,4_. ' I I r . - �� �*A_ I I I , �� , 40, LfNER$HOVVN ON THES AS OM-9NAL ' -affar, _�"* I ____ 11 i i I I � I .r I I . EDETAILS � I r .� PANI,4 RM � ,\I? . ,r 2.1 1 L _4�_, ,j I � I - I , I I il i I ('� ' ,1 STROCITURAL -BJIMI '- I r � . I 11 . . � . I - PA NE 1 9 I I I CAP I - I ,REf ER TO PANtL, RIB'ERECTION DRA G 'FOR. � I L 1) - Olt, L 11*�N I I RIOCII, PURL;4e , -e�� OR �Nl) LAP r I 2,� )(r STITCH FASTEN ER (LO C,�Tt AS S� 4OWN 01 A5PER . WI'1_5 L LAP 3,rj, , LAI' - . I 1� � RIDG! PURPN . , ORTNO LA 1, L �, ,r ,,�'l THEF ,L ?' I , , . I . �. RED, . . - LAP X STITCH I � � )__ X- , . I I I I ma = 4" r I , � . . I . ,# w- 6 - -! o- I -�-�-- mi w, A I I r � A' I/P Stb' $il UL CLASS 40 UPLIFT I , I I �, , r I r' I I I �. I . . 11 I . , .� L 11 . I r 0 'AN I I, . ' _. I r � . � i I 0! � , a a 4 0 . , � 0 0 * I #r 6 f ' , di 0 4) 0 r .1 � I . I I . i I - L - 0, (OWING NOTES; . I � LOCATION IF RfOUl � I r I I . I . I 1. I 1 31-01, - r _ _ ) - (PAN E W I � " ." ft " teo ' � I � I L L ONE FASTENE 'A�'I,,4 , , -' .1 . I I 4 I . � I . . RATCAW MEMBER, RIPG'Erpk. FASTENE9 ATTACHMENT FOR TRIM (PANft) " - , , " "m 1 i mmmw , � � I , - � . I ] r ,4 � ­__ q_ I - r - I I L . I I E�%Vl � - I .. - I I � . ' -4 i *": � , r� _v lk,� r - I 1, " I � . . I Mtmfa i w I , L, � I I � r � I I I r � � ANPAUEACKINT. PURLIN151DE LAPS ONI�n I I '' I .(D5: ,AT*I`ACH �EAVE �A50A WYONE LROOF STITCH , o...,. A , __mw I __ r I i . !, I � . . � � 1. . � I I " ONE fASTENtR FOR tACHPURLIN $ "ill ., . � � -IIA,N,Bp , I 11 � * =1 : 1 . . r-, __ -, ; I � . L I I � I ', ), . , I r^�;p (zoly., I � - I (,MINOR 9105) AND ON' PAIRK, .ON,ZE 4- 11 6. 0 , a 4 0 0 6 RAKI 7 - - I , ' I, I r I . I I - . I I ' . I a 0 a a * 6 . . - 4 1 , . ,OPS ON,LYI) - I . (', r , , "ip 1WHWALLFASTENERS (MAJOR RI1BS,1f#A,T , , I 1 4 � - . * . I I � . "I'll 11 � � . � 4 , . - L � 'T. Or Aj $I * � . . I I 1� CIIANNFt -1 1, r . I . � � . . ­ � L . I r I 1 8.. � �.LASS 90 UPLIFT (TYPEJ �- 4%0"PURO N SPALINQ-T- ��'� I. ", "�', ,1�11 O'C' PLUs"'r-HRE.E POP, r . . I I � I r I , I , . "' ' ' � RIYETS PER �!` LAP, , � I 1 3 1 1 11 I . -760A. MEETING),� , , I I . .� I I p, ' ` " ' I r I r I �, . I I .1 I I� '' " � I . � I I . I , j I I r � L, �, e -1 1 . �� I ,If . . ! �, 1 4 1 1 i tl.,SAME�AS VP STD. ','!-N I PACH EAVE GUTTIP,R LIPW'ONE ROQ1Fr$TITCH . � I � � I 11 . � . iv) A' " I I 0 � ,. I I � �, 1� . ;I� , . , - . I � I 0 r I .1 ! r �: It4T PQALjNr V � . �� 4, i 1, � Ir ,PER FOOT)TO ROOF $HEET. CONN0,*TSF4IUw/V "I , I k I L I , I � C. U'l , 0"'LASS 90 UPLIFTI(TYPE 0: 54"PURLIN SPACING r � , , � i - EtTlrNo), , , � � , t., "I . � % I r r �, I I � - . � ' I ­ r � � � I ! 1, I `6 GA SH I I I I . I ,-?OP�RIVEY5At4GENI)r:,LOgUR.E.Swl,l(I.POP�RlVt.T$ , ' ' 41 1 3 RCO , - .1 l , � , . , ___f :I:D ..-.-A -',i r' . � � I ;A$ ,D. I 0 0 0 , i 0 4, 0 0 : � . I '' � � ' ' r l � I .1 , � ' , :� �, l I , , I I 1.'t, �kMl. AS VP $TQ, EX,`(2) FAST, PER PORLIN SPACE I � .'�-,�,',�:�(jN�NEC".'�,.it,,�W,W/,ONE14x-t�Rop 'FAST, (TjjRU. I . 1 3 - Lj � . r Z;;i � 1 ==$ . r I I I � I . I ' ' "O�,E 12 L F I I . 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I L I � I � ((,'T X 4 : 1, . 4 0 1. , ��,',`�, , , T ER$AREREQ'O�, FOR EACH PUftJN r� I ' I I _� . � NOTE: Two � 4 � � ,� 0 1, I rT_T_1 l .1 � IN T P%','R L! N , I IN I' PUR I IN $PACE THEREAFTER (SIDt LAPS ONtY), I �JIINSI,01E&r OUTSIDE CLOSURE$ ARE OPTIQNAL, 1AP I I . � 14- , "Z-11 . I r ') , REq#D.. WHEN I I,. : —m lij-_1*11 r I i r t �& 3. ONE FASTENER AT EACH PURLIN AND EAVE (USE WITH ICE DAMMING CONDITION I r_�j I , I r 6 0 A-4 � I'D 11 1,6 0 0 1 . I � �- I —11 I .. �= � I . =E4 . MEMRtg (SIDE LAPS ONLY), I CIRT SPA( I I . i V - I I � , I I I I I 1p . . 4. FOUR FASTENERS AT RIDGE PURLIN AND EACH @.' RAKE FASCIA -ATTACH WISTITCH ROOF FAST, Ar � , . 4 � I " . 1.!', . r. �, � , i ,, , � 1. � � : 11 I L X( 1, 1, Ds () ,l), I r r - LAVI Ni iw . � ,,, I 1, PANEL END LAP (SIDE LAPS ONLY)� � W1 ANDAT PURLINS ON ROOF SHEET AND 0 m K 6 � , i LMIJU I � I . EAVI, Nit&ilj�R 10 I ' . I .. I . I I r � )tACH (p. I FAST. ATMAJOk RIBS. LAP L&WER �, � I I . r � _L.J'.,I._ I 1 5, IWO FASTENERS AT RIDGE PURLIN ANC T.0R.) STITCH WALL . . 1JAS1 M I � I As . I ,,, 4 , 01111 ro Q 6 4 61 4 0 0 PANEL END LAP (AT BOTH MAJOR 11,105, BETWEEN MIN, OF 3' W`5 ,POP RIVET$. . � I I -L4 L. - -.1 W Noll I , $ r rr I S I DE LAPS), . . - I � i Ir . I I (D ONE STITCH WALL FASTENER PER FOOr . a a 0 w * a Of 41 . a 19 I No I r , ' I 11 'I �4 L_ � . .--- __1 1-_1 0 F , 1111 R()()i IN �! f,Nl R 'k II. I _Lj I r I I r __ — I � � I t A I I I0 )(�)l I A S I I N I v, \ 1 14,1 1 \1 M. SI 'I", ;� O( All It') IN I' if 1-A @QUSE ONE STITCH WALL FASTENERS PER f 00 I I I I I r �� I I J� I (W S()%I! R( ., ) PITC1 'ej 111L ,-\ . 1,(. I . . i \\I Nil ')I ]I) 10( NIII) IN1[il ",4�E ' WALL FASTENER NOTES . T PLUS . r ), I I io - Tt .J.-_ , _ I I I I . r PU N I IN j I sl"I. �11 NO f I 1-1 I LAVL V I ANG F) 4 - I FOUR (4) POP RIVETS PER SPLICE. ' � � I , ; j1L,kI IN I I,,,I I I (No i 1 MI I 01 r, L Vs(A i � 1ES AND FA� F'CONDITIONS IT . 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LENGTH IN 0 P N PART 0 11 L *Nq OPE, OPE opE I 'N:-- "JT05, 5� 1 1/2', + 4 1 U_ SERVICE DOOR FRAMED OPENINGS jT07-._ 714 3/4" SERVICE DOOR FR. SERVICE DOOR FR* OVERHEAD DOOR FR. OVERHEAD DOOR FR. OVERHEAD DOOR,FR* SERVICE DOOR 'Cot G RKO (NOT BY VP) (BY VP) NOTF DOORMUST SE SHEETING & TRIM DET JTIO_ IO,_3" (JAMB TO GIRT] OAMB'TO [JAMBTOFR.OR It (NOT VP) "BY VP) 5'' LOCATED PER VP ERECTION GUIDE wsm_ 5 -6 H 10- 10-6 TS LAP INSULATION 8 1/2" DF05 NOTE: OVER EAVE DrI0_ 10-3' A GIRT PURLIN 1/4" F I ELD LOCATE & DRILL (2) 9/16" PANEL 'RI MEMBER & ATTACH EAVE WDF04 31, - it" MEMOIR WOF06 1 5 DIAM, HOLES IN RAKE BEAM TO 6 T. SELF- ATTACHr)JC-1 PANEL LINER NOTE: SEE ERECTION GUIDE DRILL RID GIRT PANEL RETAINERe, DOOR RAKE STRUCT. WALL FOR ADDITIONAL (FOR DOOR $IZES NOT SHOWN ABOVE) JANB I C14ANNEL -4 FRAME I DET FOR EACH JAMB OR'HEAE)ER, �,REM me FASTENERS L AILS X'lkll A-307 A BER OF'I0'-.1" 1/2## (J.HSO- HEAD CLIP Ill & HEADER PIECES AND A MAXIMUM OF ONE IIA5t: JL DOOR HEADER 5�-1 1/2" PIECE! TO DETERMINE tviEMnVR (DH THI MAXIMUY NUMBER 9F 10'-3" 1/4" RAM$ETS RAKE 10 ATTACH INSULATION WALK Lj�)OR BEAM 3 1/4" 6" TO BASE MEMBER BASE PIECES DIVIDETHE OPENING AX I -RA WINDOW MEMBER WIDTH C R LENGTH �BY 10'AND ME qr WINDOW TRIM -307 V$ A AMB FRAME RAK OR EQUAL TO 5'-0", USE A 5t-1 1/2" D)C_1 I [,--LAI j (LSF, IF THE REMAINDER IS LESS THAN 1/4'0 RAMSET PLATE BEAM (D OOR PIECE IFITISGREATERTHAN I DOOR DOOR EV, jAMB n'ks,11NO 5'-0", U S E Al 0'-0" P 1 ECE. _r HE A BASE SECTION "A -A" ALT, IAMB DETAILATo.A.D. 3 -Al WINDOW HEAD DETAIL 4 �A AN ri 001h I k%MB TO GIRT CONNECTION TRIM INSULATIONDETAIL__ A 1,A AMB CONN.TO RAKE BEAM DOOR TRIM DETAILS 0 LINER CBASE &fAVE) AND BASE CONNECTION HEADER W/ Comm (OUTSET GIRTS) CHANNEL D NOTE, 0 NOT INSULATE FIRST VENT DETAILS NOTE- (WC START RUN OF PANEL RIB. STARI NOMINAL WINnOW SUPPORT WINDBtkND 9/16" DIA. HOLES IN RAKE PURLIN 1/4" rrECDTOCATt & DRILL (2) COLUMN INSULATION AS SHOWN. ROOF DOOR 3#' 2 3/4" CHANNEL REQ'D W/ INSULATION IeCAP 9/16" WIDTH 23/4 MULTIPI.ElCONDITIONS G I Rr SELF BEAMTO ATTACH, DIC -2. NOTE: CLIPS MhY BE LINER FIRST RUN J POP RIVET It PANEL AIR SHAFT RAKE H x I" A-307 BOLTS DRILL GOOR- -15APER' PANEL PANELKIH/ SHOP 1ELDED VENTTO CHANNEL Structural 8 RIB MULTI I PLE WINDOWS LINER 4'-0 PANEL SCRUN SLEEVE 9 Wall Fa.t L IL/%TION 3 112- rn r" PANL� INSTA- RIB x IAMB TRIM MECTR A-307 y it RAKE BEAM to , ' 'DOOR (I T. (STARTING ROOF INSULATION) lit FIELD DRILL (2) rff UU01" 9/16" DIA. HOLES Zr A-307 of Ile HEADER LINER NSTALL .1 FOLD TABS & DAMPER PURLIN STAPLE18"O.C. mastic� I AM S" GIRT A-307 (LDH- TRIM WINDOW FILLVOI[* DIRICTrbN (HTL TRIM _N1 It JAM13 - [3.1 or 1 x 1 A- 3 0 7 BOLTS (Lj-lR TO It W/ PARTIAL RUN (MAX.) IN - DJC -2_ F, co 1" DIA, PULLEY OR LJ -1L) PULLEY pook -R r7l IAMB -R ATTACH TA CORD. DOOR it � X� ill HEADL WINDOW DAMPC TRIM FLASHING 14, LT, )AM 8 OVERHEAD V_ JAMB TOCOLUMN CONNEC'T;ON , I FRAME TO RAKE (SIn_r TAB DETAIL) HEADER A-307 BOLT (HTS. (D F. I,,PANEL DOORONLY NOMINAL (4) or 2J) GIRT AND DOOR, HEADER CHANNEL B F DOOR HEIGHT (DH- SECTION I'D -Bl' ALT. JAMB (OUTSET GIRTS) RIB_ DF WIN DETAI INSULATION DETAIL JAIL AT O.H.D. 3mvA2 DOWJAMB 7-8 4-8 61A JAMB & HEADER CONNECTIONS 2-A JAMB CONN. TO RAKE BEAM 1-F 2-,K APEX 26 VENT 5, oh & MULTIPLE CONDITiON (RAKE & sibE TAB) g EADER W LINIER 5 (1 N SET G I RTS) ____H HOOD BRACKETS - NOMINAL NOTE. rIELD LOCATE AND DRILL (2) 9/16" DIA. HOLES 8 1/2" 3-A3 TRIM DETAIL AT O.KD. SEE ERECTION GUIDE B'IND AND POP RIVET HOOD -ATTACH TO DOOR WINDOW FOR ADDITIONAL DETAILS' TO CONE BEFORE BRACKETS WITH UCOOR 1 9e,16" WIDTH EiNVE PURLIN I N EA.V E G I RT TO Al"TACH )AM B WINDOW R 2 3/4" Ile JAM01 FRAME ATT'ACH ING TO 1400D POP RIWTS 2 3/4" NOTE. TRIM (15f,-1 INSULATION SHEETING 7 NOTE: VIN FIELD LOCATE (2) 9/16" DIA. PANEL X 1" AlT307 BOLTS I I i� LINER (SSC..11 1) PIPE'NOT-TO z EAVECIRTCONN. Li HOLES IN RAKE RIB 111 PANEL LINER PANEL JAMBTRIM, SILL ONE P ECE, TOUCH SIDE > 4 < GC -5. -4 BEAM FOR GCA OR GC -5 (IT. OF CONE 1/4 Z� -LU TO RAKf BEAM v 1; IN BAY WHERE EAVE MAN DOOR C7GIRT CHANNEL LINER BASE&CON15 9 'IRT HEADER IRT IS REQUIRED. TRIM "% PANEL 0OUR I I I LD DRI LL mm 2 "* e_--- SILL CONI-VENTTO ; 119 MID .. 1 Pon PANEL TRIM STRIP VP -200 )AMEI -716"0 DIA, r - �DOOR 10 (LHSO- ) I BE FIELP-CUT MR, 0 x 1� to A-�07 DOOR RIB (OPTIONAQ RIVET I A LINER FLASHING TO VENT DIA. IIJ OR 12J HOLES �:�,4 — lz� HAUNCH TRIM JAMB 14 m (OF (MAX, 6" DIA. NOMIt AL z NOTE: DOOR HEIGHT Uj hot 0 x I" A-307 (Diff. It FOR TRIM STRIP SPLICE -FASTEN TO W/LTNER ABOV,� Li 1 _/2 Iti, 0 _j EAVE G I RT CONN, CAVEGIRTCONN. ...... PURLIN OR GIRTW,4(2) SELF PRILLING k" rj < DOOR FRAME (DLW. a . � )t `il D ( VENT PIPE -T0 AL r. IANA6 TO INSET FRAME TCYOUTSET FRAME Structural Roof Fastener$ SILICONE LOW W1 7'. 4.3/4!'LINEII 0ANEL BE CUT a, 1� - PANEL RIB (�J A4"M 13 7-C SEA. LANT 5 in TRIM (JT*._,,) 111-13 TOPOFCONE t4 EAVE %JlkT OW SILL DETAIL INSULATION TRIM'STRIP DET. lot NOTE; CLIPS MAY BE SHOP WELDED wil D C TA ')f)OR JAMB TO "C" GIMT TRIM DETAIL AT 24,B TO THE FRAME ZZ V ONI-VENT 6 DE AIL JAMB CONN. AT EAVE DOORJAMB & HEADER WINDOW DETAILS INSULATION DETAILS SERVICE DOOR HEADER (PARTIAL OPEN'BAY) 'o" % J0` PLASI IC HOOD - NOTE,. fee ATTACH TO BRKT� DOOR I HOOD BRACKETS - COL So RVICE DOOR FRAME OUV011 WITH POP RIVET$ (2) JAMB COL. 2 . JAMB [!!�A:Aj I BE -NO AND POP RIVET D I SHOWN BY VP 'L'INFR 1 .1 CLOSURE, AB -5 x A-307 0 TRIM ROOF, TO CONE 6EFORk OR BASE FB- LINER PANEL PANEL 0T. SHEE_ IZO(,r SHT ATTACHING TO HOOD VENT PIPE -70 I CINCH MEMBER 6" GIRT GIRT PLATE, BE CUT BE OW ANCHOR'� GC- 5 (JCP L I N E R DOOR .1 TOPOFCORE FL SHING B A 0 1, Pe -4 81/1 ONE PIECE (Typot) 1 0 10 PURL 07 It GIRT TRIM DOOR. IN dh DOOR BASE CONF 6OLTS 10 DOOR �210 . / I U 1 1 0- JAMB A N G L E JAMB 4 DOOR, FRAME It RAMS 1 1/4 FRAME 13ASE CUP 4. ET 47= (TA 1 -10) 1 VP -200 JPANE 13 L 14' (MIN.) N of _.,t L i B("- I - I 1 -"-0" NOMINA ell NOT Rftr DOORJAMB 1r__ T 2 3/41' GFA- :f RIB IDOORWIDTH LOCATE RVB-1 & RVB-2 UNDERCTR.Or HIGH RIO. 2 (MAX.,�L_ V-8" (MAX.) T FILLEI� ANGLt, (CrA- PAN El. RIB PANEL RIO FOP, SINGLE UNITS'USE (6) BRACKETS PER VENT BAY SPACING Attach with Self JMIB !RETAINER 'OR WNTINUOUS VENTS VACE BRACKETS 3-40" 0-C T— r Dri-111 IM DE"fAIL oz�T VP SERVICE YONT I All ACH TO PU RLI ngStrUct EACH SIDE ANL N 5 W ITH 9 E.VP 5�1 ICONIE 0-MLAN INSET V NT PIPol k ALT,JAMB OUTSET W,Etll Faot.u.ners DOOR WITH FULL AMO 6ALLING StRUCT ROOP VASTENERS.&TACH RIDOC VENT* TO SHEETING WITH VP -200 RIVEIS - INSTALL GIRT TO DOOR JAMB O.H.D. JAMB TRIM DETAIL AT %T'An I 211 3. ''OUTsIDE CLOSURE PULL LENTH OF VENT BOTH ?A2 T DET. CONI -VENT 12 DETAW CONN. BASE CONNECTION IN, DOOR LOCATION 5EjtVICE DOOR DETAI I, S RIDGE VEN 777 VICE DOOR JAMB S100903ETWEEN ROOF SHEET AND BASE OF VENT, 5 DOORJAMB 1121� 0 x 1" A-307 CANOPY REF DETAIL` KEY DATE A0111 MAINER U WALL SHT. M D opor P, FPAM. (INSTALL BEFORE BOLT Wool T TY GIRT Doop. 1172 WALL MASONRY 6" 5 1/2" BOLT W/ DETAIL ALLANGLES IILEV� IS IN PLACE) Ix We DETAIL,l 9.80 C, DFL Byll SWCAULA BUILM A RFPI___,,Fi N tk not CPO -DRAWIPIGI JIL x CJL ERE CUT - 'I NUMBEER BUM COUNTY P7AX, !1/4" RAMSM (2) HANGER RODS k 43 CUST., NMA Xt (2) z t , f, . ­ 111 1,11, 1 . BUILDING DMA"',"r R MSET U 4 _41 I DftAWINQL A vie % SILICONE qEALAN'T WHERE This Dewno Is 1�6 0,�Oprrty Of Votop-ptudehA bivivoil. of A 1`1 IN, A9.5 11 HEADER 5- 4 - !�D eUb CK SVi DAT7. floofli Dcbpt As L�v MtMEIER 44 IKI -Su jact 16 Thd Cona i Teem. And Istoah r It- tRIM (FITS. dition. Viat'it Is NOi'TO 'LOOR OR ItOD PENETRATES WALL SHT Bo Repr6ducad Or Uj6d"Tofumish In, E d Ilk I 'r, tjo,ilo,, jo, thij �Abklhg 'Of Drawing 'Cor 0 ANCHOR$ DOOR FRAME. tahetioned loWrit'ho 4v V#r4o,PrAidon p0joilijidi jot t= 01ftlfol, IN Vdito4rprWo LOpamn. GlraS 'TO, AITAal b0pR Od Foit On Thij brawi� DOOR -� 4� ,no. It lo Tba R6$00hotIbItItY Of this C0040ble folnou�d that H bf JDC I I 'w 0 A ApeaOts No A61110091b)[ItY 10 Work 06nobn �M.la m NCA, CANOPY 'VAR', PRU DE N l;4"RAM$t,T SILLPLATE 2'3/4" 013L NUTW/WASHERS' SUB-)ANA9 OP N lrc$ld�t Without the Ald,01' All, Obtilli Call, 04tjljltj36fbr6 Work Is Sialidd. "d MAN*0 OL NL.: Okill.bi C 24 'SERVICE DOOIR CANOPY Av. 'Of A, "Rfl L C SUg-JAMB BASE CONN41 O.H.D, JAMO� BASE N NTE ONA 5 It'. A IV I m ORP ON' A$Q�NaWALL__ �,_.WITHMA50NRY.. ALI ', " ;r , It �­ -1 . . 1- 1 � ­ - M Mkb No�, 5 4, , �j TO EN r 41� z %seem R ­Wq 7Q Hij 1 114 1 !FTI IF 4,, r 11 1 4 kAMM MCL,GRAPHRY 7 v V4 TIJ T i l'i i"". 4 A jj f"I g 11" ljtJ -4 —7—,7 "'K— ANo # �i I, r f R, T,0kAA,,)TVR REFEONCr r T—A I M1�8 FT -c-111 �E I -E AOERTO MAWR AEFIERENCE DRAWING 2, 041 F0 ORI "Cj DRAWING # 4 -1 OR EAVF 011�-'JL$ OD= 6 L.Lj �� M6 sIrANIDARP PQ$Y & 13EV 4� GIRT �QNN. 0 IT 11 OUTSIDE kA,A',l 1 11 $6 NOTt # 1, ft I ITO Ty # 11 '6 P4,4,V, L i -A -4 Gc, 4 -GC-4 TA FIELD @ ATTACH A Ki )R <' DOTTE0,10IRTS L HOL ES WITH R�Q.61SILY WHEN C �'FII,L AL SEE NOTE 0 3 FOMMON WALL IS r3. M J7 6 -6 '161 STD. CANOPY BEAM OUTSET STD. LEAN-TO BEAM 6 01 r L 41' 900f SHEET' 1-E COL. SPACE .$'ACE X"t 6 (HOLD) LAVE' to, IDTH I ENDPOST SPACE C-NDPOST VACE @�PILDING.W OM TO RAKE BrAm I�*PAiSPACING 1- URLIN`-� LAVE PURLINI BUILDING WIDTH EAV E 1,,G, c G- ��A NL E SAG ANGLF PURLIN 5 SA -4 SAC, ANGLE BAYSPACINCL BAY StACNG', BAY �PACING BAYSPACING SEI N( IF 0 'SELr %A.1 NOTI 0 'EXV E RE I rs H T T TIE 0i ABQVIE 10 NOTC E IE IN BE -LOW f5AVE)iEfr, 10 R PU�LIN <�� OCU �E > OR - 0 A B Ac E ENDWAtt IN TO SIDEWALt 0 ANOPY* OR CANOPY M C E ) COLUMN 1 11 1 1 31# M.IDE CIA)SURE -�A -:10mv 1. r- --- I , ­ I OR 0 R CANOPY Z-11, 6" OUTSET CABLE I LEAN-TO 'LEAN-TO OR 'CANOPY� 0 R >N `81 INSET N TO OR Attach A ROOI, SHEET -A C )R�E-j al, *) 6 �L L C to OOLUMN P URLIN M ULTI FRAMO­ Purl iq 'L EAN �10� R INSIDE SIDEWA(,,L SIDFWALL PAN[1, SIDEWALL POST -1i f I . (TA -1v) CO(,U`MN PURLIN" RE PANEL' z 11 withS D1 =�4 wc� CLOSU I INSEr 1 5" W* PANEL INS(T SEE �M' #5 INS(T' S Or uc t &-- 11 : GIRT J;LUSH�W/ I W0,11 Fii Wway hHEN ouTsl-f, 8 1,Y7 OUTSIT 18 P112 OUTSET 8 ll'2000,_ s t PURLIN 'RAKE (CLIP MAY 00*m WALL Wb RAKE 8FAM 13C SHOP I DAMING xs S9 -TO CON ANOPY OR LtAN-TO CO E ULT14GUTT R CANOPY OR LEAN-TO CONNECTION TO J.A CANOPY OR LEAN N. 4� �.Am WELOL-D) .3" M 6 BELOW EAVE RIGID FRAME 6 TO CORNER POST.. j , 1 1, (PLATE OR all No rNDWALL GAGE) RAKE BEAM SUPPORT i 3kv COLUMN INSIDE CLOSURel SIDI;WALLj ISUPPOkT BRKT, OkKT 1 ?0- SHEEIING Al -CrT _j FRAME ROOF SHEET ROOF sH WALL TO ROOF PA.NEL (S�OP WEL - D . E -D GIRT T COMMON WALL INSIDE RC. F5111ET INslot aosul�F. .0­5� . ­.. . _SHECTING 1,AYQU, GIRT r1'NMD*E CLOSUR�E] 4 — I FLASHING (NOt,k# 6), INSIDE CIDSLM (O'T'OrNAL) CLOSUR' (VNIPF- ) 14/0 SCE711q, MLY (CLIP MAY BE SHOP WELDED) -j CONLY��`ITH OUTSIDE CLOSURE' GIRT (oNL) ��,IT[ GUTTfR' 1/v rrr G I RT TIT Gutter support StraPField Bend ROOFSHEETI 'T JAL SOF I IT) SOFrID STRAP GIRf, OUTSET (SHOW`Nj LAVE FIUk*LIN IAVIE PYRON ' I L 1 5/8" T (SIMILAR) and,Attar-h at .60 (SHOWN) OUTSIFT 1 MULTI -GUTTER AT TRIM ANGLE (E F) 31-01' O.C. L RAKE SEAM BRACKETED OFF 3-A (SIMILAR) INSET TIE IN tAVE[ (TA -I Note #12) BAS-: 6LE (13A.1)1 & (See THE SIDEWALL COLUMN' FASCIA rIFIFLD ATTACH ' — Iullli� Ill! I I , 'I tANOPN WO PURLIN 2 3/4r'* WHEN COMMON WALL IS SOFFIf SIOL*ALL COL. EAVEt EAVF TO GIRT (SEE A SEF NOTE 5) SHEETED, CONTINUE TRIM' (4c E t) �50f FIT PAI�E,0, GUTTER NOTE ft 7 , I FAV� PURLI�4 ONLY (ONLY WITH [FIT (OPTIONAL) SOFfIT StI, NOTE #9 GCC07210o vmco OUTSET SHOWN GCC072100 GIRTTOSIDEWAL S EAVE TRIM S�ENOTF # 2 S(5FFIT EAVE' sbm r INSET SIMILAR" COLUMN,& ONiIT SOF[IT) IPANEL �IT I (CORNER. CLIP kVE T PANEL SOFFIT cl - UTSIDE CLOSURE I OCATE HOLL Sf F NOTE # 11 ($ET) TkIM (SET) 1 (OPTIONAL) I M (SF,*D- R ?0 —CLRNF�R CLIP (OPTIONAL)' PANEL, TRIMANGLC W`1,SOFfITONLY (ONLY WITH Str NOT f #13 SEE NOTE # 2 (ONLY WITH L 10 �C-4 amp Oil SOFFIT) SOFFIT) SEE NOTE# 2' (OPTIONAL)' (I T) I It MAY BE'$HOP St I NOTr 0 13 SEE NOTE # 2 SEE NOTE # 4 41, GIRT 000 *=ED I A GIRT �q �A, I -D CANOPY OR,LEAN-TO, TRIM B EAVE TRIM FOR CANOPY OR OPEN LEAN-TO BELOW EAVLE AT BLDG. IH LIN 'GIRT(ONLY' GO- 4 CUP-- 0 0 WHEN 1310111111 11, owl== COMMON HEETED), MAY 8E SHOP I r I US:- CUT,O Pt'N I NG'��,'4 SH EET.0 �IDEWALLSHCIT 41 IS 5 WEL09D RQOF SHEEf 3'%� A rGI9T I ORNER, 70. ATTACH WITH (1) ROOF FASTENER (12 x 1) AND (1) GIRT I POST T, WALL FAST CANOPY STRUC ENER PER FOOT AT LAP SPLICES SAVE PgRLIN I T R I hi' OR CONNEC7 WITH (3) Pop RIVETS. 1 NSLf Y, & 'LEAN-1IO ANGL�j- 8. ATTACH WITH -(1) POP RIVET AND (1) STITCH WALL _0" OUTSET 7-1 j PASTENE ATTACH EAVE GUTTER LIP WITH (1) ROOF STITCH, R PER FOOT, H' 05, !SIDEWALL PANELJ5 09. 3� FAST, PERLFOoTTO ROOF SHEET� CONNECT SPLICE GIRT CORNER CONN. W/OUT GIRTCORNER CONN. WITH WITH (9) POP R TS, AND GUTTER END CLOSURES CORNER POST CORNER POST .6 WITH 09 WITH (10) POP RIVETS, CONNECT GUTTER STRAP ATTACH Y �QIFFIT i OR LEAN-TO WITH 11) 14 x )/4 ROOF FAST. THRU ROOF SHEET, (1) URLIN HAINGER TO EXISTING 4" TA - 10(f I ft 12x V'ROOFFAST, THRU ROOF SHEET ANWE"E. PURLIN W TH TWO SELF DRILJJNG� Roof CORNER CUT & ATTACH TA"io( IELDCUT MEMBER, AND (1) 14 x %"ROOF FAST. THRUI OUT. 6 1 RT. POST 'FASTE,Ne; s, (srRUCTURALIk ROOF SHEET & ATTACH) SIDE LIP OF GUTTER, USE POP RIVETS TO ATTACH MISC. PCS. WITHGUTTER. (8) PER DOWNSPOUT GCC072010 EW PURLIN� 11,0 e� PURLINr HT 05 FIT 05 NIPPLE, (2) PER DOWNSPOUT� (2) PER DOWN, (CO R N E RC L'I Pr), B GO- 5 (FItLOL EAVE PURLIN SPOUT ELBOW, (4) PER DOWNSPOUT STRAP, -j GG -4 (4) PER BIRD STOP, (6) PrRIPLAS'TIC CORNER -CAP < (.UP AS Q co FOR CANOPY OR LEAN-TO WITH SOFFIT AND (4) PER PANEL RIB FILLER 0 b0TS11DECLC5SURE ELI F T EACH BEAM SOFFIT PAN IFID CUT THE SHEET A z A @ BEND TAB OF SAG ANGLE AND ATTACH TO EAVE Uj PANEL L00%TION & INSTALL JAMB TRIM BOTH SIDES NOLIN H ADEIR,, SIDEWALI. PANEL' PURLIN WITH (1) SD, STRUCTURAL WALL FASTEN- PRAME, Of THE BEAM, ATTACH )AMB TRIM WITH (1) HL — U , , HIAWER� 17CWA C ER. FIELD CUT SLOT IN SHEETING & SEAL WIT TRIM 110)" POP RIVET PCRFOOT, (SEE SECTION BELLOW) CAULKING. SEE N TE #4- , . 4 2. ATTACH WITH (1) STRUCTURAL ROOF FASTENER WITH SQFFiT ROOF SHEET 7) AND (t) POP RIVET PER FOOT, WILDIt.4(3 r E)(1$TING� BUILINNO INC ATTACH WITH,(!) STRUCTURALWALL FASTENER ET AND (1) POP RIVET. URAL WALL PASTV.Ni'k THE -N TO EXISTING BUILDINIO PUq1 AT`TACH WiTHO) SVUCT AND (1) POPRIVET PER FOOT. ENDWING GIRT CONNi. ABOVg CANOPY OR LEAN-TO AT EAVE '6 6'] '6 PANEL & IRIM AT BLDG. LINE Now 1 awam POP R, V C. T7. MASTEWREF DETAIL KEY, $�,ECIAI,., DE T.A.1 L KEY', 'T1 t -IN D EIrL AILS, SOFFIT NOTES EAkN40 AND A I PANEL CANOPY & UAN-TO BEAMS ARE BOLTED TO THE LEAN.TOLBEAM S ;r I � A, 4 r- 2'3 0.16 Lr Om xv E R'ITTF. j B RAWIM, NOi,�jlj "ERE C1 E '-�"DWN -117 PEN ING, TI ELI) -CUT IN 'JAMBTRIM, (klT-) WILIMBEIR p HIET MAIN FRAMES THRU AN 0 9 _a HEEI- Q, THE WALL SHEET AT EACH CANOPY LOCATION. OLT'SCHEDULE D JT -A P, I ELD CUT TRI M ANGLP, (TA -1 0) To THE DEPTH OF O'� I- "' ALL A-325 BOLTS TO BE TIGHTFNEb M -41H P­At5C JLJ CUST. j,r2::)( 1" A-307 THE CANOPY OR LEAN-TO WEB AT THE BUILDING TURN-OF-6TW-NUTMETHOO.' BUILDING DOARTM�NT Th i 1)(AWng It The Pr6poo, Of THE WEB At T Th," 0-11, 61-15 79 LINE� AT Sotrji* EAVIE TRIM ANGLE TO ij� x i 1,12" A-307 Ah�c* Inl6mWtional Oorpi;-�M& Ii Ld1kned aubAbl: .0 r, 0, (DATTACH WITH ONE 51). STITCH'WALL: FAST, PER c 3/41' x 211 A -325L dltt�m Tliaf"Itli N�j Tobi RopoOlucodlOr I.JvWTa Pumor LmTm" 'ED c q Of WOWI049 'Or Pklots'lUca;s� At 2 -i4'tt BUILDING LINr WITH,SCLF DRILLING STRUL FOOT. APPRO WALL FASTENER. (/1 �,, " 'r=6 Isp I I . - -, - ­ r . -ENER Vorco-pkw",, ' r : A L , '.1 -r .. 1 1, -, - .- V- 'L 1. - - ­ 11 ''r . I I - 1 - Py OR 61 USE A SHORTSHEET ABOVE THE CANO Q ATTACH WITH ONE S.D. STRUCI, WALL FASI TI: 3/4" x 2 1/2" A-325 LEAN-TO TO CLOSE I I�AVF, PEk FOo DETAIL Wico.Piodeh,Accips No, Retpo."* Ity boMe 0O.'r1jig AgOVL f F 7/8" x 2" A�325 *d,Foe _On Thj,, bkiW., F'roject WIt'h®r0"e,Aj' WARD'AiijIs Celt Of %4 �04n'ijittig hjL Th'Ot')j'k T111 %.N FASTE14t. R PEk (�6�.) 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JAMB Bi FOR -t CORNER POST I 11 �l I I ,- r �l I I I , I - I (BOLT TO SPECIAL - I � -_ ____ - f , I MASTIC I IIVL � ,I I I � I L I 'a ,�� � � L CLIP) I - I , � 11 I I . T � - - "'� � I I L MASONRY IS . I 'L� I - z I I or . - ,I i, , LBCkNl L " .L I L . ; I col't,wN � TOP OF WALL , � I I , I Lu r it --1- I , . 1, L : _ _ _ _ _ _ L FIN. I , I OR ' IN PLACE . _. , _ OH � r I - -_ -_ I i� / , 4 I "I . � I S I . � r - I I FRAMI� 6 El I � I OOR L BASE . I il.N BC -2 i . , � - � ­ r ... - _/__4L � I I r ANOI. t I * I .. I -i -_ _ - 11, I -_ r . IlAl I I r ENDPOSI) � I , I , + I * - F , L I . I <�> I , C14 MEMBER FL72 I , . _ _ VARTE I � r-' � f �� (!, I' 0 " , ' L r . I ) . . I k . I t__j � i CLIP �� � �. . -Tr I I ­ L BRACIN G - - � . I - . , L . I LBC�l r _c �_LBC,l, BOLT TO T--) -B I , e -� . ` =-- ., �c .4 1 r ,�_ Lj BC -1 I' I � I I � ,� . . LBC�j I` ,/ / (I ) I I � u ­ . . I L I R OUTSIDE Of r KNEE BRACE � I I . - ­ . � I I , � -A I I L I I I I - 4 1 , I � I I I , ; O'l- 1/4" RAM5ETS u� LA L , I I - I I � � . ­ . Glf _D FLAN6E , I I I 1. i I Ir.- + FIN. FLO uj r4 BA- i � .�? � -f � A 1 COLUMN L � (KB r )� i� L i 3-C TAYVP I BA- I -1 � ---it - �t . .WR Q� 1/4" RA&I r: , , F9, I - R'jC . ca : � I &v_;._ r- L r - (NOT HY VP) co I L ( �, ) I I 11 � I zo, w _IASE � �l -, , " . r �: � I I . 4F- _L_ 3�: - I - 1. TRIM 4 , a- ­_­_.____ Ln I . - I � � 'ANGLE 13RA � I GIRT CLIP L - -_ I , � 1� I— - --__ I _ ____ - __ . . � .' - ' L __ I , I BRA li - � L __ _ I I------ - . CL I P (KBC-1) . �- I �_l FIELD NOTCH , ,�, . (2) AS -5 1 1/,I I vo 1. OPEN 4 �_ - W4 . I. I SE T. "A -A' r . L13C.1 . <�> il I I up) I � I I .1 � � �L4 , ( BASE TRIM D�TAIL' 1 4 � r r ­ - . PARTITIONLWALL OETAIL SIDEWALL ,, * FIELD, OP . 1C r . I w I I <D ,� r � . I v r . 'r I (BASE ANGLE) . FRAMED OPEN ING WIN, )ONR AT BASE Wt LINLR --l"'NOTCH � �,N I I 11 III � � , ____._ -_ ­ JAN I I L I I ' " __ .- ­ . I B AT FIN, F I OOR . I I I ;. � 1-A2 . ASE ANGLE AT COLUMN � BASEANGLE ATCbRNER � _. _ L - , . ,132 �j-.c --- __ �l - I I "'c * "I ANGLE BRACiNo� DETAIL ANGLE BRACIN45 DETAIL AT � - ! . A � WI I 1-1 INS�T GIRT S . I mIl IIII l -E2 i W/INSET POSI & BEAM F-172' r ANG,-, E BRACING DETAIL .__ - 1 1 �.,-, I ' L L I __ L __ -7- 2. , - . 2vA3 I � . I .1, IF ­ AT DOOR JAMB f'OUTSCT G r 4 . Ili 1"ll r � - ---.------ . k L L r IRT TO FRAME CONN. �[OUTSET) e"T BASE OF COLUMN (OUTSET] PORTAL BRAC If DMIC . I. . 2 i'l , fffibalm I 1,111 r r - 1 1 . � � .___ r - � I . ­ -, � - . I, �T, 8 1/2" 5 , I ­ 1. r I AND INSET) " r I I .. � - - _____ L _____6 1 � I I , - -,- . I . p I - 11-I&I r - I I r . - � -_ -_ I., � .1 I 1 1 0 1. I � � � I - I I [ - . - COLUMN' � 8 2 _j 4'B -1 L I r* ' ' L � I I If ' r I , ��� -a I (FBi I ) " ' ' - i PANEL � LINFR �_ I () R I. , TO P 0 F WA[L " t ' - DdOR -, - < I I � HEADER GIRT opf, I FRAME H ,COLUMN, 1� I . , I I 6G . ANGLt.BRACINC, 01 j I �' . � I 0_2 - - ', RIB -�, PANEL I '. INDPOST � 1 6 AMU 11 I �: -V . I .nj , , 'It , L � I I I, -_ - ­_ - 0RT � 0, 10 I TO LBC` 1) I I r - i * 2, 1 't, z I - 6L.J . - --- r -, r � . - . � r L I A . � < . i�.x b , LL L % . . 1. I r I . I ;�Nz j � 1-ULL f*RAMI'-' rl_)�L .`-RAMIZ� *:�� I I � / 131, �1, FIN� I I _11, Pk. � '�� "I EIG-2 3 I I I � 5 0 1 1 (BOLT r - I . I r - `-�, 1� I I ; I 11 jr .1 -.1 F OOR L El�-21 r Ba I 0, 0 .lr 1, . LBC�l t � _____ - - I L _?�_ - , ANGLE - ,I" (14 1 1 4 * kLamber- � BG -.2 - rI � ­ I L - . - ­ = it i it � '� , � . r . I I rIELD I I J J 6 1 , 11 , __ L I L . �L . - - I �) - � r � _."d _____ A� I L J NOTCH, . I � � == . ' I .1 I , I r I : I - 'If BRACING r � 1. .- -1- - . - - � , . . �i � . I BOLTTO tr I . "r � . - r - ______ if r " 1/4" RAMsrTS ­" . I L . L Fll\-1 k , i I I 'TOR, a ) , I IN ! �u 21 1 1 0 L 11, I L� � i� I r -3..;r- NOT F3Y Vp .- t F I F Lb 1 1 rlfq. v1:00k, . ,I 1 � r. � -.--. ' . - � r I., . r __ wrBOF . I , , , il? , L . ... "I . N I . . I I � ;�_4 F� 11.1 I . I "___'r_",._ - � r NOTCH" vl_� . _�l _ - I I . �_ I':" Ln r +_ %.!I r r� I I - * I ,BRACING -w -o" mp COLUM . cc I t co . ) I r 11 L I + ­� 'I - - - *OL V_ � . LL T_ ! I . - 7=9 % I , L�� I {F8 I *:0 uj �: L , L�� .) I I I a " , � , - g r L . (2) A 8-5 - I _ - I -_ I �___ , L�� I WITH LBC -1 . I ­­ .. ­- - - . rr I _ I �. ----" - - - -, l .1, " � I I . I . I I : ­ I ­ L L � L I - 5PE I � I I - " . - I ' i � 1 1/4"" _ � -11 � ; L -I , .., (_ -14i 1 L - __ Ill . LL � � - . . - ... ____ - "I I I i I . . � h I . �,# DOOR, . I 0 . - 11 11 I �� CRIMPED BASE DETAIL I SIDEWALL -fi- Mi r . SID.EWALL� I t^ I JAMB . &I .� WITH LINER . ;0 -JELD � _� tlw I 1, I I r 6-1 . , r .1 I I I I I � Z� . CPEN I Ltic w � �� r- . L NOTCH � _. ­ 11 I! < I 3 - � r I L . . . y 11 � . . SECT "B�B­ I I � -_ . . I � I .r I __ , FULL BASE GIRT AT CORNER C'OkNER I r i� r,9�w FULL BASE GIRT AT COLUMN FRAMED OPENII�G W/MASONRY I - I - ­­ _ I BASE AN4LE'AT . I L I Z __l -A3 . . 1-c , - 11 ­ T .-I - 1. ._ _ __ __ __._._ � j ._._ ILC . . I W/INSf-T FULL FRAME I I 1-F.5 WINSET FULL VRAMt - . r � 0, L 2-A4 ANGLE 0 'IF � I I L '. - WITH OUTSL 'IRTS , , � T F3'. ANGr LE BRACING AT JAMB RACING EtAILAT L � . 1 1 JAMB AT TOP OF WALL , - I _� I L I I ANGLE BRACINO DETAIL At 2-A6 11, IL - - �l -, ­ I 1, 1 � 1 � I GIRT 0NN. [OUTSET O -, I I I 11 . I . . I �, mm, : . -_ -_ I I ­ I r' I I , R INSET GIRTTO, FRAME CONN. (INSET) - , I 1-0 1)(3 L '' � ' . ' I __ . .. - 11 -1 - L I ... I BASE Of COLV 1, N [INSET) � ­ . ­ 11. 1. -----., i . . I ­ . ----.L---- I � !, 81/21, SERVICE OR BASE L F- - - 8(1-2 � r .. * I � ANCHOR � 0. of r I Frow.k. � �4­ - L, 11 �l � � I I _ , NZ20�mc I . L r . & 1/2" .j I L L 11 ­ � - L I CLI I - I t- L 4 i 0.2" x 1, I . �� I � PANEL I � - I 1 8G-2 -�. I -_ . -j I oo WALC .. --- I I -1 . I . �_ Ac; 0 1 A. Joil L � ! . - LINER 5" t JAM RETAINU DOOR FRAME L I < I I ..JL " L I DOLT .1 ' R18 L__ -1, I 0 1> 8 11/21`� ROD CORNER , RA :r L L i i - � � . I �4 0 CORNER POST ;.j - \ � POST BEAM L 1 ZZ I I -a, FkANEL COt I'MIN . 5, 1 OR - t,_ , o , 15- 41 0,>L . I . . - rl ASTIC ..I 7 L r I'll U2" x 1 112" A%3W z � r-%4?% III ui v I I I "DULE I i - .�� , I , 08 , � I OR � � CORNER POST -2 FULL rRAMF I? I 0 11 1, I. I I -.40 ,SCHL i I III 11 � I Irr 11 ke ' ;NSIDE � I ENDPOSI , - . &e i �� V1 12" -_ I L z I - I . � . III I -_ I I BQ.2 6G-4 J� I - 4 l,'4 " I � A M 55 E` TS ..I uj , : " �l CLOSURE ') v FIN. . I . BASE - T I , __ - ,,A 9.1 I I ,,-w I 11 t " 6" I I i �1' , I I- 8G.2 A . I D" I (NOT By vfl) L I I , I I ll_.,� I r �� - 1 A" x "' I A-325 . . - I . , r FLOOR . __ - I I I , yl -ytMBER . BG, .r + � L � Q OR � I to 11 o.0 10 � L �l I i . � A4 1 - 2 1 - �L2 � ­ I'll L I ­ . ' � ," I I MAX, BG_ -_ i �_, L I' 11 I - I ��' . _. I FIN �_ I L � F � . I - AKE ' I - �� T_ � 11 ___Tl;7__ - _r. t---- - / I L L 1 ,,-4 Ad I L / R 0 3/4 .1 I I/?. .1 A-; , i��q , I . �_­__ - I L I . I r I T_ . - .. - I I � D 7:�,p c I I � � _" --- �____ . ;, I /1p, I.- I I ROD' I 1� 'VP . ­ - ii I I . 4 ?� I �. I ' zo I I - . L I , I NOT 13�- 1-1 - - I'l EL I Ir- I FN FIELD 11 � - , 1. r �11 SETS V -v. 11 - I I __ __.:4 ' ___�__________l - ,NOTCH, - 1-1 , , I --- - I I I I L _1V I 1.11 S I-' - _c , I,-- I r I _ - . r- . � WI, � ^c 3, 4 " x 2 1 /2" A� 12 5 1 2 1� I I . ;0 + -, FLOOR L I 'L IBR I A-�l ­ '".i-4 11 J'L WA I �CM POST L BEAM x �25' �� �i tl_�. T I I V -I.,------- 1/4"RAM - __ �_� A I A � � . t I !-I I " , I I I , I A j 3 �_- � - r"S IM I . � I� . --tA V4'o'9AMShl , = NOTCH rr ,, � . I TRIM 4 i I , ) SILL PLATE L L I-- L .1 . IL I , . � L . I L r , !� I I _L�l . .. r . D NOTCH', (NOT BY VP) �� A L j- ,,, , . A-- L � " 1�1 I L I '.. . , __ � �_ ____ __ I I . � I ..cvI L--.--- �' ,I--- I � L I 11 I -OPEN 6" A _____ I � � .... t. __ ___ L�01 I I ____ i ____ I . . I . L- $IDEWALL . "" SIDEWALL " � � r � I L c � . , ___-_j 40�7 8 x I`,* A-325 ��l' ,�l I BASE TRIM DETAIL I '_ MD�,�V Bb + 4 1,2-o' , L I jo O'l , I I , L � . . - ­ . r 1 I �l I 11 11 ITH LIfII,,lER StRVICE DOOR . I I L 1� I L _ �_,� , , 1� �, 11 1. " , � � I I I I I, I 40r) CONN., to CONCRETE AT ' ' " " 2 -Cl I .'-rC2 ROD CONNiI.ITO RAKE ^1 � . I .01 I .V&VW%I L BASE CONNECTION � L q I 11 I r L - r I L rUL,L BASE GIRT AT CORNER - I . . CORII IPOST *ILINEk . ,j ,, , r .. I . � L4 . ! � 1-A4 fULL BASE GIRT -AT COLUMN, ' I .VULL BASE GIRT AT CORNER - - - . ­ I ... ­ .­ (INSET GtRT§) Nv I � . � 1-84" L I � - ­_ - . -I- __ I. ,r_ I . I I � I .. - r r I , 1. , ": 1 W11" H, INSET CIRTs I r L- I 1 -Dl ____ W/I NSF T Pow & I$EAM ` W/OUTSET CIATS 1, 177 ,: , I . r , -I-- - � �� � . 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I - LL I I I I I 11 ,- -- - ."", I'll, ,q,,Lv;mwwv—pAwm~ I I I I— I I I I � ----. I , � .1 - ­ I .1 I � 1. I I I 11 11 I LL ; I � , � I �, - ­ � , I . � � I I I I � . IN - I I 1, . � L 6" —OmEar— � I I L �, I'll VARIES . I �AG ANGLE I I I/ e !; I 4 I 11 � ". I ;; � I I I I . . � I L I � � � RAKE CHANNEL I fRECTION GUIDE Or,_4,. - RUER TO 100 ERECTION DRAININGS. f OR DOLTICODE . '' " I MKVI � - I I I .. 11 p "I � � -_ 2- wm"&wvmwr___-4wa,vw"mwt, --- � - I � � BOLT SCHEDULE', ' (RKC-10) I uQUIREMENTS FOR PRIMARY FRAM �11 � , , :�' UM r2 -Al ce 2- � -E I I i I - . - I 1 RLIN' I ;, puR�IN , , � _ INGCON . NECTION CM I I �� , mo 11 3 .3 1 __-, == I I 1 � �� I I I P'j SEND TAP � I I - I . I � �, (RKC, -15) \It,,I�t ' [SEE DOLT SCHEDULE FOR O,OLT SIZE) I � � I I I � . . , I :1 I "I I 13ACK ', - ­ � . � � if I I I . I . � , 4> 1/2" x 1" A -M7 , . - �� 1. . I � � I I I OR A,wwqqI Z_ !--o'' .. 1�- W-1 " k. � c ; ��' , 1� � I . . L I— " I � . � i. . I .-- "I., L oECTION "C" I EAVE_ � I Im I I I I I I I =__Lw_� __j . � I . ­ � . I it . I 't FIELD CUT SLOT IN GIRT I 1� I - I 11 I I v1PURLFNS MAY BE "INESTED"t I � - I j I I —_ � 11 I - I " PUR 11 .1 m . 7 11 * 1/2" x 1 1/2" A-307 - I "I I I � I ' . I '': � I - I I 1 I . . q I 1 #12 x I" STRUCT .1. I 11 � I ! t (SEE ERECTION QWG) I L.11� . - . 11 11 -_ I 11 I FOR BRACE RODS WHEN 13LDC I - I I . I � WALL FAST ,.0 � , F I I i . 11 . I � I � . I t__`_ I 3. FIELD LOCATE : FIE40 LOCATE HAS INSET GIRTS , I'll � I I I I SEf,TION "All I I I . I 4 1 <�>3/4" x 2" A,325 A , FILLALL t Ac ENDWALL . I 11 13- 11 � I � I � I (I . I ENDWALL FRAME FRAME I I 11, , �1� L I I . 6. �; I � f . r � � �E I I ,- ENIII�FRAME --"'-- 11 FB HOLES WJTH� I . . . -A � ' � 1-11 L "I 3 4, I ; 411-7 41 i I I L -3 GIRT$ MAY BE "NESTED" I ,7j -W 11 -, , 1 � 1 4 �, I � I . . . OR. , t Wd 3 , � , . 11, * PULL FRAME ONLY I ,ii , 1 1, I I vp _ , � I . (PLATE OR CAGE 11 . OR . I �, , tj,l el Im " r m_ (SEE ERECTION DWG,) 11 RAKE BEAM) �- I I I c , k ,.,/. - 14.. 1 11 1 3 11 I , , � I � I SECTION "B" I W I . � I � I I . I <� to ' - I I . 1. - - � I I., I I � - I - I '� � i I m I ",, � , f(t)t3/4"x21/2" A-325 ,- - - - I I Z7 I -_ -_ _l. ill �,_,�____ I t � � 'FLANGE RIDGE ... - I . I I �� ­ -.!!--- I I - I � � N, I F m_ I , " 1� - . , I . I 1: 1� 1. -,f" I I FRAME FRAME I INSETGIRTS A ' -1-5/8": 1 I'll I .1 -,f" ENDWALL, � -- ! L __±L_� I , � 11 11 I 11 � BRACE ­ 1� � I I I . I ,- � I I ro I � � r2,n - I I )l I 1, I I L . 81/21, ENDWALL 3 . I . � 4�>7/8" x 2" A-325 ,- I I , 01/2 �1, ) I ,I I 1 I . E � . l I - ; .,,,�, _. I- , , -_ - � ! �I , FRA � --'- ' FEI I 1 'o I - I L - -----4-"--------� ..--,,--" , 4��.,�--, ­ T_____ � I I I 4" l I I- 11 I I ; . I 1�1 .1 I , lll�� -_ -_ 11 I , t� � I- - .. I !. I � ,,-� .i I - N � I � � , (FULLFRAME) %_ " , I ,� =3, 1 � �,,, I �q q . - . I . � 1 I � I` I � I - i I I I lt_� � I p I � NOTE, BOLT FAVE PURL'IN * 0 8 � - ____ --- -_ ,­�-�__.,. . I I � _ ,.j I I I ­ -71', - __ I ­ . I - . 11 --?--!-- ­', �'14 1 � I I I I . � .0 �' - t � I G0-4,C41P AT I - - ' , ,!., �1' * I I PRAME USING - � I - A" rT-m I I , 4 It i- I F � � -1 � - \, � . " �� � ll, - INTERIOR FIRAMES'�, , , ,, I ) 1, 14;i - f"_bl I - I . I j I J4340 I t . . . 3 1 3 �, il., : � L - L -325 ION NGE iolc __ �� N � I � I , PO T 40�,tt� - NDWALL I It---*-- *'�x �k ____ 11 * 1/2" x 1 1/2" A PURLIN CONNECT . EAVE PURLIN & FLA I 1� I- ,L S� � I I . - 4 ------- ____ . I ­_ . A � 10A r am � � ____ I I," . . I I I 11 � t, I � I -11 ­ I� I�L / I I , I I I ! � I 12-B i . � I , t � I, I I i �. I I i �t I I - - :;� I.", I I .1 0 I . I 1, I , �' 1 ,I ,, 3. "I'll . 3-D � �,` I'll ______ _ AT ENDWALL 3: BRACE CON� CTION6 , 3 .E �T . ., � 1, �,-,. -7--.. - - __ �1 - 1 7 � I I I I ­ . ­ . ­ � 11 I I 11 I � I r-17 I - --- I 1.0.4 el C I - '1� W. = 3 ,� - - - - I I I------ - r� , � I I - ___�_.' I JUL . . I I i � - � 41 1 - - -...- �. I - 11 - - _"4 �. - � - ­­ 'i It � � ,, I I � I _j_ I , 4 � __ ___N -_ I I I I - . . I L I � I I I r.____" / .LLJ � � --- ,OR I - I o- r2-- n I �e-t �_ -_ � I I I il" " . 0m,+ I I "'c"GIR I . ,� _tiIt -. - 11 I . __",�� r 1___- I i ROOF EXT . I . I 1: 00� O', ­*_� I I . I . OR, ,� � I - , I r3 -71 1 1i i . � � 1/4 - 611 .1. INSET G.IRTS � �� I 4k —.01- __ , I Rl� . L. I r3 I m 6 ',��'� � I COLUMN , �: I I I 1�1 I . I 11 I . I ----,* i I , n "_ I I � � i", = I . . _� r . I � - __j I Gc.�s , \_�rl" l, I I I I ,,, I -11 � . I . I 1 $ 4 1 K_-7� -B ­ 1, 5'7 1/2" . � I I = . I . ''I'' I I � 3 I 1 6" ,.�o 3 - I � . , I ' � I I I I '611 . . i L - I I � �6�;W._ ------- . 11 — 6" L_ (BAY SPACING) - ­ �, (cups MAY -6� I I 0; ,Ii V � . a �� 4-?-�� 1 't � - . a . - -1 p I I 1. - . .... -I � , I I — -I---- __ � I. - p - ?" . . __ I - � *. _ - � �e , --... r . _0 (BAY SPA01 3 ;" ,� I " � , RAKE CHANNEL OR - 0 " I �. 6 m ) I- \ � =17 - wo , -A- I I I 11 � . � I ­P._.�. I il . . � � . I , I - . --t- , - AIF.A=W=P== oil "I SHOP WELDED) t � go , ".- , , � , I � I 1-10 . . , .., , � . �_ . � � CRKC410) ___ - . -- ____ - ., -, I I � J,..,....t_ . I . 1, - I ' L . I . I ro - I 11 - 0 . E " ­ _ I � . - ­­_ I- I I 1, I- �� ___ - I �� r � -, . . �, :�� I � ___1= 7 . — r . I L =_ =11 NO I M TO, '­� �: I s � .11 , , I El - . . 'i - Ii I ­ I _ ____._ � , --_01"I � I I �� : � �' � (RKC-15) q I Q_ - OR � 1 $ �A, - ROOF EXT. PURLII` t L . � I I � I .1. . 11 I � j" - ': \_11. �'�'? . It . I COLUMN, --I-- � 11 , � It I � Z_ 'POST & BEAM I FULL FRAME A - .�, I J t --- . I ----., . 1-w �� I EXT, + 1 1/2" FNDBAYWITHOUT ' ', L' - 11 . 3-13 L I J_ I ,i — __ ­7� —_ - I . edw I _� ,� I � � , 'RIF P SIDE ALL BRACING ,ENOWALL �11�1 � T i I � - / If FS FIS (IF,R I END BAY WITH I I 11 � p W � � I t I ROOF EXTENSION I It, I I I "I ENDWALL, I V----- a END 13AY PURLIN -/ I VIGIRT I GIRT I . ROOF EXTENSION . I I I � I I . I I . I 7_ . - - . I - � OR I . - I I � . " � TRIM' � ... I - - -1. �C" - ,` I " I I I � I I 11 . . 4 � J,I #12X I"STRUQT WALL 1b. 1�kl , '.. - - * N �L I I 1, - I 1� I I I I � I I �-;-, I N,;, I L ) � s . . NOTE-. ADEQUATE TEMPORARY BRACING MUST BE I . I . . I - __ 11 � I I I I w - ___ I . I . . F L FRA L , -44-; !0 I 1*1� I ! FASTENER AT EACH AN60 1 1/4" 1 IS" END FRAMI. rB � v , 0" I f 3 NOTE: ADEQUATE TEMPORARY BRACING MUST BE . I . . ()� I � I I , RLIN, (2 EAST (TA -10), , rQ L� 11 . I I PROVIDED DURING ERE TION 5/At4 I 1, \,� I . � PU I ,C � 1'' I � . .. I PROVIDED DURING ERECTION I :, 1 5_�o 0 C-6 L . - - . I � , ,(PLATE RGAGL I GC,� , , I I - -A _"/8" � - - 0 REQ'D.) TYP ATTA-10 � RA0 131 AM) � . I,,. 1�111 I _', 11 I . .- T—_ I I . . 1 7 I I . ��! I _t TO � �, - � I .� — IT I . I ,- , � 1 . - I I I ___ 1� . - I I I �� I � [ - ; _,�� f I - - -3. # ,� TA I LS . , FULL FRAME END - . . I � 0 40 . 1, I I 11 4IN,G DE l I WALL SI.DEWALL FRAMING DETAILS I . I i� NOM. + 1 1/2 i ROOF FRA� .. I 1� I _ A ,, � I ­ I . � % 3 . "I N, - ___..4 � 11 I 'I ' , . . , I I � � � ENDWALL FRAMING, DETAILS 12 1 I -p I -_ " Ii I BOLT ON EXTENSION ALT. I -) � I � REF, FOR SHEETING & TRIM DETAILS - 11 I FULL FRAME 3�K I I � , � : � I ,�i REF. OR FOR SHUTINIG &TWM DET, . 1 =3 1 � m � - � - 1 3 i ! DETAIL 61" ' I ID Lt I - kEF, 4 � . -_ -_ 3 --.-- I I C.'61RE LogA Jr.., FOR $10EVIN"10 & TkIM DIET. I I .. I , I I IIQNL 3 � 11 , I - - I - . I _mvagam� , - ______ - � I . � I - mwmcmmmpmw . I � I . ' I I I , ;� ROOT--. FXT VARI,rs : I � .1 _. - ___ . - - 0 � L I -11 i I -7 vi�vwkkv1__vumwmmwwawmwmm - I -NOR �V- 1. . I I . . It If I I I I . " ­ � .1 - . 11 . . ALERN ALTERNATE "Z"GIRT SHOWN - ENDWALL Il' � - -1 I . . f I ELD LOCATE & DRILL 2) 9/16" 7 GIRT bHOWP SEC � I � . CNDWALL 5 I 1 _6___ - - VI -10, , . . I . I " I I a I GIRT :�, ft t r--Ikp- , " I . 6 For, "C"GiRT . .SEE E7KI FOR C 'CIRT GIRT I "ill I IRTS I `L_ � BEAMS MAY DIA. HOLES IN GIRTANDE,NQ I � 1h. , , 1/4" op N I I __ I - PURLIN I P -J, � . I GrIA i.;Lj I' - I _10 12 -'A-01 � BE TAPERED . FRAME AND ATTACH WITH V , ,�- LUMg , �, 7. 0 ____ - 414 c-IrIf LjiP ­-% . 10 ; � #I/.I CC -8. 11� .� ­ 'I 2 ___ , 41 . I I I -- cc-�8 11 t n w1r1H "I ., I T Ilicilto STRUCT _11 ��-B ')' r END BA I PUR'UN I ( V�6- 1 ' G jT� , ) M STRUCT �, � BIn Y PURLIN I I - I I L . rILL ALL HO�ES I I � I 1:0 I �- A, �11 � 0 . . . FLANGE � AV __Io WALL , `� I I I � . C. ropt"Oln WALL . IE] I ! WITH OR - , I 6 E �- � . I I AL ' � . BRACE ( !0 FAST FAST, I RAKE —__ — — - URL N I . � I - _1_, I A - , 8 0 <E> , � i� I . , � � , I I "w_ -GFA- i" .,,� I . . . rB FLANGE / I , I I-. - I . I I � 11 '� I CHAkNEL F � - .0- I � I I -6; I . 1�1 � 11_� T a 11. 'L . - - . , I � r . I I "I ,� I BRACE � 11 GIRT �� I �� Cc.' (RKC-101 <No ;I I � w I - , COX I . ) SELF.DRILL : -----%�� i . I I I Fz I FILLER I � .� (RKC-15) I MI � I I ��/ , . � � STRUCT I � . FLANGE n - : ANGLE . I I y I � " I . GC -12 � A . . - r. I WALL 11 1. ;0 (GFA ) FRAME COLUMN � I I � I I I cc . � I ,-I- I. 11 �' I , FRAME I . . - END FRAME - I i 1, GC -5 � ! ,4V FBI FULL -- BRACE �1. � F 0. - 0 . 11 I � � - 1 JIND FRAME I I I I' I I . I _____ If I I I I r, 'I � - _� - � � � GIRT i � I . ­ . - T_ GIRT CLIPS .� 1 5/p . Ir ,� � \, � #12 x I" STRUCT WALL - - - I # _ - - �. ,�. � I ____1v_ �� -.--- - _� I;- , mi � - I I ­ -_ . 1. I ! ­ MAYBE SHO ! ` - � I , I . t" 717 - -1 . L 1 2 SIDEWAL I, PL (PLATE OR GAGE I A L ;LL [TOLES I - ,_ , I 11 � � -2 1/2" 1 1-2 1/2', 1 1 I �­ i t FASTENER Al EACH ' � � I I - L 6# WELDED , I y . 1 2' 1 � . - - � . I ­ --- - -----I—,; GIRTCLIPS � I R , 1 PLjRLIN. (2 FAST, REQU). , r I <i� VE _. - � -" RAKE BEAM) I FRAME I LLLL BE � NIS MAY WITH OR' I I I., I I I - 2F-2 1/211 h, Or, � -"GFA - AY � "V' ' � TRIM ANGLE t BETAPERED � I I I I SIDJ1WA 1'��r � .11 " TYP AT TA- 10 TRIM ANGLE tTA-10) 0 I � f RAKE BEAM OR FULL FRAME I � 11 I . " � I . LL G � BE SHOP W E I I I ) I 1 14, 1 I � . I I .. ­ . � I � I - . � GIRT CLIPSIMAY BE, SHop we4orb I . � � FULL FRAME 8 I I ! I - . . . GIRT & FLANGE BRACE GIRT CONN. AT CORNER I 1 ) ONE PIECE EXTENSION ALT. (RAKE BEAM OR FULL FRAME) , I I I I I ENQWALL GIRT 1. I . - ­_ . . . I L I 1* I � .1 I I -_ -_ I L I i 3-G ; :� I . LIN ALTERNATE �1'1'­ . � - I - - I . �1 H, � GIRT AND FLANGE BRAC � 3 1 CONN. AT CORNER 3-0 OPEN SIDEWALL, ,. L ­ 4 i .. " � . . SIMPLE PUR 2-A 2 E'' IlI - . GABLE GIRT CONN, To L 2 ". I � � E ,-A � I "-m" I � 1_u � I . I . AME] 3 � ' � I I ; I Er I - �. , . 3 . FULLFR I �* � 11,1; � . L I CONNECTION � [FULL FRAME], r , 1 3' .---- I � � .. � I . -_ 1011mm � I 1. liiiiiiiiiiiiiiiiiiiiYlillillil" � ROOF EXTENSION AT ENDWALL - RIDGE BEAM CONN. 3 INTERIOR BEAM SPLICE 3 END FRAM , I 3 , 11 1 ---- -- - - , . 3 - I ___tv I I I I I . I , � � I . mm 111111", ull _____ dMOM � -_ - � I -_ ERNATE I 11 1, I I I I ,- '111i'111,1111,411:111fileffm - t I ­ � �� - I., I I I I r ALT I �k - ,gp; I I � — in ,�m I I` 1-1, I I I I . I . � i , 1 1 11 I I 10 11 I I!IIIIIIIIIII . 1. fivamom INVA11111541111111�111 - - . 1 641, 1 :1 'Y'GIRr SHOWN SEt, roWoc".GiRT :%'. � - � I .. I i 11�1 I ROOF OVERHANG I I- VARIES I PURLINS . I PURLIN� — . 1. . PQRLiN., . R 9 6IRT CLIP MAY BE SHOP WELD�D STRUCT, WALL 8 �i 11 , no - __ . r �:�� 1� 11.610 . I I t I I I . E . GIRI CLIPS MAY BE `Z!'GI T SHOWN .� . � I ��, I I Iffs � . 1 71�6" IRAKE CHANNEL I 1. I HOP WLLDED � '' SEE roR Ib "GIRT I COLUM'N I . I — — - , . I I - � - ---I . - I - r ,ls��o -, - - - , , . � .,6,1 I � I 5 I END , I I I � � PAN( L RI 13 -I � . 110 I k i� I I I I ,&*� I I I I . I I 1 1'fo * , I I I POST t I STRUCT. LANCE � Ir I� RAKE OM. + 1 1/2" � �� ,I ROOF OVERHANG - FASCIA N l�l - RAKE NOM, + 1 1/2" 1 -) i 1-v 0 13 1 1 ,,,-(2) #1� X'*I' I I �1, (RKF ) 10 � . 4 i - I STRUOT. . (PLATE OR CAGE) CORNERPOST I WALL I I BRACE- I t tl FASCIA A PANEL .RIB - - ­_ 1-f\1_11 . ______ . 1. I-- I WALL FAST. AT � � . I '' I Q ­ - � _6" � I PURLIN - --- , . . (PLATE OR GAGO I ELF r � I I,RKF ) I - — — .1 I ­�__ .1 I r. , "/ EACH PURLIN , I ­ . . Gc 5 1 DRILLING I I- I I I e , Ili%, RAKE � CLO'UKE � I I I I . � � I � . 1, __1 . ­ 6 FASTENERS I I ,,, I __ ___ __ 1. ­ � END I I I I I I =_�_-1 - ,_ .1 ­ - 7 ­ I 11 � �� --- 5 CHANNE ( L ) ---P-- ' .,_" I -E ____ '171, �. 11 ­ . I i , 11 I I FRAME t.. I � I CC-$ ... ­_ .�_ I I "t I � I :k RAKE � -1.0 is/811 r j, �� 0 , '�, : PURLIN 6.__ "I 4_- BRACE . 0 11 I 1. CHANNEL ' �I=" t I :,14:!,r,% -z _-�"K,<E> r <"_� . -1 �� I I I 11 . � I . 1. C-4 I'd :0 I 11 G C-5 � . 14 . . 1. . . (_ q�A FB I I . I I - - - I 11 c I 11 � .. . ... . 1.6. . PURLIN ��> �_, . kc FIFf"I"F.IN I I I� r i 11 � . I I I - �� , I . I .1 ­ ­ � . � I . .-"*I, -_ __ --- _ -� . _­___ .- I LL . � .. I .m - . I � �, I I ( SOFFITTRIM I 0 , ANNEL , I \-r I I HEADER z . FRAME m I � � - 7t2 1/210 !I.. I 1. c E I I I I � - . � .1 � ( LNDWALL GIRT I . T I � 6 1 1 T-2 1/2" I � . 1 2' .1 I- .EA I : t�, 6 -*b- I I F_ - _____ F_ . I — r5 ANGLE v , - POST Lq.9' I INTtRIOACOL, SIDEWALL . I ` I. TkIM - . I',, . 5OFrIr TRIM (HT END 0 �� , .� A IL- RAKE WAM \_ FFC.2 r_ � I � I 1 3 � I TRIM ANGLE , � � 11 ), �' (TA -10) -­�- CONTINUOUS OURLIN 0 ENDPOST ---l- -.1 � (PLATE 0�11'GAGE) III - I I GIRT ILI GIRTCLI"_ AYBESHOPWUD'E0 � I I SOFFIT I (TA -10) ,- I .1 I (10) MAYBE SHOP I . I t , t � . I I I I . : "I ) HEADER ALTERNATE (PLATE OR CAGE) _v 11 r WEI DrbT0 FRAME � � I � I � � . 11. TRIM (ST 'PANEL RIB lf"� � FULL FRAMEINTEMOR I - 1--11 - I I ­ , I �, TR I M (HT i� I I . . I .. � I.. � . ST I GIRT CONN. AT CORNER 3-E PLATE GLASS HEADER .,I - , � I -_ ill I I �, '�, � ENQ POST CONN'. To CONN. AT RIDGE 1 + L' ' � ANDARD G;1RT CONN. 3- 1 - k- , , .�, _,��- � ROOF EXTENSION 1-01 ST & 1-D 1 2-8 . .24 I I I , I CONN. AT SIDEWALL 3 1 1 . I I I -1 � I I . ____ __ __ , I . E 1 3 13 11 I .6 I 11 . ..W- I , I 11 TO ENDPOST OPEN ENDWALL - - I I "I WITHOUT SOFFIT FLANGE BRACE CONN. 1 3 ND POST CONN. AT RIDG ' FE 3 , FULL FRAME , I [CB4 I C873] ­ I *�, . . I Tm L ,." 3 - 11011. V vulm Ill I I'll I I 1. . . . 1, p III 0,1111 I I I - ---,:- - �4i 1 3 ­ I I .. �. I . I . "' LLL I I I � � -1 I ­ ­ 11 imill ,, ___._ _­­ kii, 11, I ak— - - � , � I I � ­ I . I 10� I'll , - ­ . I � .; � I I - P I --,--- - � � I �E 111 � ,r L �: MOLE( 410I) 1, tNDWALL GIRT - � , I ;Izl,Gl 8HOWN DWALL GIRT I I *R � � INSIDE PANEL RIB CA � AG ANCiAmn - I I , _�_AG I � . �.. I , RT-. r � - HtAIDL . I .11 I',, I ROOF BRACE I I EAV15 PURLIN . IT TAB I � I?- SEC ry�frl r-ORT,,,*`,;0T � . ,or I � - W 25#ORGREATIR LIVELOAD m2c,) 1 1 FRAME HAUNCH .0.% (sh. - v ) BE�Nb , "INSER I ., I I . - I I I NLATWASHER PURLIN & BEND, � I I rij I I � �, ROD � � � , � . . �_�_____, AB ti,JINCK AND L I I I � GC 6 1 . 0. - - . I k. & HEX NUT I 1. I.." ,_ I I 1. (OPTIONAL) ROO)t SH�h I if 0 � I IT I BACK L -;,-' ,PU9LIN "o - I l If If HOI _­\ , I "I � " C I RT CU PSt -CIC-8 GIRT CLIPS MAY Bt � I, rAVE GUTTER 1) . . I HILLSIDE I'll, 6" i 4 V birINIBB'R �! I I � � I 111. 11 YN' sf.:�' , a ,.It � -Y BE'SHOP I I I SHOP WEI DE0 � i I t . FOR "C"GIRT '��, � MA It ,- GFA -1 . � � � I TH i 10 I � .1 7, . I., I., I - L �' (rc I - . I I ; I '. I , " 4 11 " " I 11 W t L C -S y . 1 _4 'WASHER H " � I I . I LL , . 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I 1�1 I I ); I I I � � I � I I I `� Nx- I - I � I , I � � � I . .iA I I I I I I , 019 � L I ;t Gc_4^...� 16 0 0 S�W DM4 OR GAGE) -� I §1 I .1 A I -1 r I �� I p \ � " 1*1 � � I I . I . ', STRUC"t GC_9 r-*,- B -111110- GIC -5 2 1 1, , , . SOFFIT PANEL HEADER I 11 i ,. , , � , , , ", , . I 111.1 - - :�l itvp I 1-11111 , I � 1�il I . - 8 1/2" � I I t . , , , , I . — 'WALL STRUCT. - - I`._ - I I . : 11 -) I ji, , RAKE BEAM -- I .1 INTERIOR - � < 1� =--- - 11 , rr� , � 1_ . �� , � TRIM 1�_ � !� 0 1 601 1 , , I=E;�=_ - - I _ (SIA 11 . I - XA S T% � I t, q 1 $1 1. � I CORNERPOST (PLA'rE OR (�AGO . co U . / WA�,,.L . 4- -_ ­­ I - , I I I �� -1. 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I �, (FAI . -, 0�,, *STRUCTU fAS ' . k ,LINEI6HOWN04THtSE'0M, ILS 15 OPTIONAL, �', # STRUCTURAL L11 ' ' LAP 't I - I I I � __ - � I I � I A ffm - - . I ,gEPERTO, P CTIOM I)MWIMC . I MI -7 7 - . ,, FOR . * PA' I - , � r ._� ;_ - - I . I., I , _ I , : , �� I � -_ I ­ I � .11 �L I I I , 0 k . w I I x $TITCH . . LAP 3f-0- ', r3 � I � I 1. � w I I I I I �A 00 . -I __�:i4 � .1 11 I I . ' I , ME "Al'b , I I , 1L___ - � _. t _ -_ I 4 I I �' , , I .1 . I I OCATE AS SHOWN OR; **ER , , , 11 r rr I . . , , - � I - , -_ ! q I , I , . LAR I I � � , I I I., I , - . : , PANELRIB,CAP � NO!9$4 - 1 ,� � .1 I I : I I � . 31.09:�, � "I � . PAN A . � r I lk -A I (��R E , � I � t PURLI,N * ;� ' I -ol 'OR EN ' 0 LAP I - THE FOLLOWING 11 . I L � . I . . -1, 11 I I I � I "I I I I I . 1 '7� 1 1 e - ' - . . I , . - ' I I 0ANEL,wop � (j>STItCHfrA�0jENV(.'(L' LO%�ATION I0,49 �' I , , LAP, I : '(PAN1514) � -.-* , � . I 'RIDGE PURLIN'" I I 1, ,, �1"D, � , '' F I FIL I 1, I I I I I 11 I �, . I R I I I FAS" k 'j, I I'. 1. (PANEL) I 'EAVr- I I 1. . �j - I Mail m*_, 0 N . � , I I " . I "s '' ( �' � r I I I I".. , mi. , ; "" as Q : Z. I � �� L IUDC If, a , , ' 4'�, L , ' I " " L I . I A. VP $TD,AVL CLA4$40 U?�w � . - I � � **HMEN TR M I 1;1 I I . I Awow"114 I � . I � ; # , � 1; 6 0 - I 11 ' . . I . 11T FOR, 11 - . � T : a 0 a a L 0 'a I I . 6 6 I . "­ 1, -ONE OSTENO AT CAVE MWgER, RIDGk PU� I I i I � 1. ­ - � � 1, I ,� It # ., - -1 . ' I . -, I ,. . . ' L ' . '% I I �1'1 1, 1. - MEMBIN, 1. � I . I 11 I �. W- _____ 7 1 1 L � � r r , I . , ,, - - � . I ­ I � i I ,� , . , - I . W,!!� I I _ TAC," AVE,VA.$CiA,W I . I I wl� I I �, L � L - 11 I RAKf r �� I I I A7 . � -4, ' I., . JONE,400F STITCH, � , 4 1 . 11 ( � 4� .. I I I . � I I AND ATEACH INT. PURPN (SIDE LAK,ONLY),f .. .0 I i. � I , � _�, 4 0 6 0 , 4 0 0 , A a " 0� '.1 4, ' - ' ' �% 1, � . I I � I � I If. ,,�,� . , .1 : ,, I I wpow I � . I 1. . I � I .�, I � ' " 1 2, ONE FASTENEk (09 MCH PURLIN SPACE, (50E . ,(MI,N-og,gllOS)�Atq,D',ON-E,PATRICIAt,4,BRONZE.3 1. $,, ,,, I � � � . I ,,I � � - I 0. I e I " I I �1 CHANNEL . I 1 I � . � � ' ' . '' ,� ,,, , . I i . . I " I . , , if I �, I I - � I . , �� �1 �: � � , I . � . 2 I I I � I . r I I ; I I 11 I . I q � r . ' * IRS 6$) AT , �. I 1 34 � I 11 . I I - 11 N AST , (MAJOR 9 , �,,� '' , I �, : 1� I I I I - I !. " ; I- , LAPS ONLY.) , I I . ,(p.T,0R-1,.s11TC,R, 4Lf ENE ' I I � ,�, I , � I I 1v � I I I 1. I 11 . 11 .. L .1 I . ; - , 1: I 1 12'0 O*C.,PLU ,YH�g . � : , .I., I � . 11 . � , . � I I . � ­ I 13. I ­ . . 1� . 4 I 11 a, UL CIA$$ go rUPLIOT ITYPE I;,4'-0,,pQPU.N SPACING- I I I - $` ,� E PO P R I VET,.$ PE 9 3 " LAR, � � . . . . I I I . I . � .1 I I., 1: r . I I 1� . . . � � . I . : I I I . I �� I I . I I I � , I 1� I L . . I I I I . I � . I ; , I - I I �A � I I � : I � I I , I .1, ,26GA. &HKTINC), , I ,� , 1. - '' tER L I , P 91ITCH ' . I � I '. � I I 1 � I . I 1�,*. . . I I . . 1 I 11 I . . 1. � I D6, ATTACHEAVEWT IPiY/ONE'ROO . I I I I I . I . - � , I I � ,� I I 1'. SAME AS VfI STD, 1 4 , I I � I I � � I I �, ! ,r I �. 0 .0 I I " I I I 9FOOT)IT040 LICE _A1 , I � I . . I � � � , � . � ING . , (PE ' ,10*�HEET, CONNECT, SP W. I I . � 1 4 1 1 1 . I - I . I I I L I �j I � . . ' '0C I I I I'll . I � . I I I ,C., UL CLASS 90,UPUFT,ITYPE 1), -, 51-0" PURLIN SPAC POPRIYIFTS)�.OiN _LbSURE$W/10POP9IV.ETS,. f�l I ,; I I . 4 S Rllq'P� . � MCI) AS REq'D- 1 I I . . � . . . I . . I I � I I � INY, PLIRLIN . � -24 GA, SHEETING). I CONNECI ' ( - I , 1�1 ; I " mamma � 11 I � SPACE ,T STW-','­Wj,JD NE 14,# V4 kQOf fAS!, (THRU . . I ,,, I ��­ I I ''t" I � I , - . 1. SAME ASVP STD'EX, (2) FAST, PER PURLIN x I I . II , I i.,S`,..,� --- , ; I 4 I 4 a 1p a - . . , , " ROOFT�ST, (THROR ClAt I t oo � , =:� � I I ROOF 5HT) ORt,42 x,l I .00F , . �, , , . '..J 1 �J" .:, ­ a GIRT I I �,�, . I � I . � I i ;;--I o I REQ, . 1 4 L_ . I i__ I 9 . r I SHT., STRAP AN't) EAVE MEMBER) ANb ONE 14'x V 0 , I , 6, � is �1. coi . I I I I ' I . , I COANfR ; : . . 1�1111 I I : . D. ICE PAMMING CONC4TION I .� 'ho . I F .0 I ; Z? F- ' \_ , � � i . I I I- ROOF, FAST,THRU OUTSIDE CUTTER LIP INTO � � 4 . . L I I 1 � . I � I ' � ' I ' � I TRIM � 01 .. . 11 . . . I I . I . & STAUCT109AL I ,� . I I ROCTORAL I 1. FASTENERS ARE LOCATED AT 6" Q. C. FOR, 10'-Q" k STRAP, POP 111�05,ft '13. DO i I � � e I :0 ST I � ,O .WNSP,OUT(2.PtR I . I I I . ,,f,j I . . . , .1 I � , , � I I - I . I I 11 9 , I I # FROM EAVE (NOT SHOWN ON PLAN AND LO- I . zl''L� � . t I �, �,� I 11 r w , I I - 'AP- (4) �PRP41­0), PCC -1 (6), BS.1 (C,T � I I ! � I � . xRT1TC1i I CATED ALONG SIDE LAPSONLY). I PC.)t 490W,(�)ijf $Tf� I I I � I � � . . I . I I "I 1. p 9 L � I 0 �1 � � . I I I I I 1. 4 -H,PURLIN A (4), ' � �. I I I 1,0m. ;W0 � .1 . ' � I .. 11, I . I I , U �; I I L 2, TWO FASTENERS ARE REQ'D, FOR EAC - . 11 I I a W I I 11 1 '(,7.) INSIDE& OUTSIDE CLO . IA�l IrAfttf]310 I ( " --= I 11 4 1. I �1 � �0 � $PACE THEREAFTER (SIDE LAPS OKY), w.f I I ,, , SURESARE OPTIONAL, I . : ARVD., WHM I L" . I 1 $1 i I I � INT. PVRLIN I I I 44A � INT PURLIN I (USE WITH ICEDAMMINO CONDITION.) I I . � I T.i � w � � 1. � 0. � 1 3. ONE FASTENER AT EACH� PURLIN AND EAVE I I I -1 I I . I . L GIRT SPACt , I . I 11' I "I ---A I t: X . 6 a � mem6ER (SIDE LAPS ONLY), . 1""N RAKE PASCIA,,-ATTA cH W/STITCH ROOF FAST, AT I I � I 9 �, 6 I ! 0 & I to �_ I 0 1 1 1 EXCEEPS 00" 0 1 1 .� � I I � ,ill I ' - � I I I ;___R I I �', , Cd �__ . I . � � 4. FO`UR FASTENERS AT RIDGE PURLIN AND EACH �Iv LAPAND AT NALINS ON ROOF SHEET AND I ., . . I . . i � ..'� � I I � 0 . PANEL END LAP (SIDE LAPS ON4Y), I BASE MEMBER BASE MEMBER I 6- (RT.8R:) 57ITCH,W I I I � I, . 11 � EAVE MEMBER I . 5, MO fASTENERS AT RIDGE PURLIN AND EACH , , _ ALL FAST, AT MAIJOR RIBS, LAP I I 11 � I I EAVE, MLM(319 I I , M I N. OF 3" W15 PO� RIVETS, . L.- I I � 0 � -- 1i I . .6 h A � - Ll 11 I I A a A a a a � PANEL ENO LAP (AT BOTH MA)OR'RIBS BETWEEN I I I I . - 0 4 0 11 111 0 F 9 � 0 0 if O., 0 0 0 0 * P. . � I I I SIDE LAPS), . ONE STITCH WALL,,FASTENER PER FOOT, � . lq� f. .r _M4 . I �_,m§ , I - "' I I .1 I . - - t I . I* 16L � NOTP- 11 . . @ , L I I L �1. , I .... � 1, .N, 't L I rHi itool I'ASITNER A' THE � I . I I . I I I I � L .. L . :� '' I I I . L . WALL FASTENER NOTES 0 USE ONE STITCKWALL FASTENERS PER FOOT PLUS ' ' �� L I L" . 11*80ul IASII-NIRAI 11ir . IAV� MUSt 13F LOCATED IN THE I I L FOUR (4) POP,RIVET$ PER SPLICE, . I I q LLLLL I, I � I AVr MUS 1 131 LO( An D IN TH C I I � L PURLIN I r�ELI" (NOT THE EAVE FLANCE). " I I . I , . I I 1 I 1 - * . � : - I __ "! � ' I I N D IONS IT , (34) WALL FASTENER a TWO POP RIVETS PER FOOT. I ,� I SEE NOTE (D # SEE NOTE (2) " . PURON 11"ti 1.1 (NOI IHI� LAVE FLANGI` 1. � 11,014 $OMf ROOr PITCHFS AND EAVE C � .;. I - � i . MAY Br�NWESSARYL OERECTTHPWALLS EETSFIRSI ,?t, REQ I TRUC. . 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I PANEL � E WOP06 6.15 V ''I 6 �". — i 11 — — _ - Mr, - - I ATTACH DJC, -1 I � . ;IINIR rr N . �Ii '. , - - - - - - bRILL I - ..OTEi i L � I � DOOR RAKE . � RIB GIRT I PANEL SEE ERE , I 1� � I . ' , JAM RETAINER I STRUCT. WALL � -o �, F I CHANNEL I I NAL � (FOR DOOR SIZES NOT SH0';#VN ABOIVE) I t, - - - .- - - )-_ FRAME 11 I I . L I , �!", I , h 0 x W' �A-3 7 4 � I I I I )-I I - DETAILS FOR EAC14 JAMB OR HFADE1 i�, EREC1 I )! .1 I i/211 .---- I - eb. A � . � , . I 1:__�== I (LHS8. j . THE MAXIMUM NUMBER Of 10'-3" I'll! —1 1w a I . I I ., I I I ,ij . I 05F, I I � r_ HEADER I I -I PIECES AND A MAXIMUM O"ONE " : � 1/4" RAMS � I Z, 0 1 1 6j# 1 m - I I I L -0 - . THE mAXIMUY NUMBER f)'�- 10'-3" �, I L� � WALK IJOOR I BEAM � I � 1 3 1/4" ' � I --- i I TO BASE MEMBER BASE PItCES � DIVIDE THE OPENING 'I i"', ! MEMBER - ETS 1i () —Ir I I q ATTACH INSULATION 5'-1 1/2" PIECE! T DETERM]NE * ��, � . RAKE. I (DH-) ) " ___r__jj1 III Wy . FRAME I MAX � ,­ ... ­ I 11 I `� r" I I . I WINDOW � � I I) -307 .I I H vr I / if -w— . ii I I I � VS x 1 A I WINDOWTRIM ---- MEMBER WIDTH QQ LENGTH BY ITA�D I v __ . I I I I JAMkIl - L FRAME __�_ or, "I _- I,- v .1 R , - --- DJC�l ­-%__� I I A" I (LSF.. ..) IF THE REMAINDER IS LESSTHAN I I , ,� I .t - ----------- 11 -------- 1-1 ....... 11 .1 I *'N RAKE I ­.- % (( t . T - OOR I I -1 1/2" 1 " ' I I I DOOR (DF .... ) 09 EQUAL TO 51-0" USE Af�' 1 1/4" RAMSET SILL. PLATE BEAM HTS. , . ) v ,� � . I JAMB . DOOR � I I . PtECE IFITISGREATERTH6N ��' i I I ELEV. 5'-W, USE A 10 1 F,m , I " t FLASHING 1-6 11 PJ EC t , , 1 ." I BASE ' (4) or 2J) 1 1 . 11, I . MAN L100kj AMB TO GIRT CONNECTION � SEC* ION "A-Ao' �LTJAMB TR'IM DETAIL AT O.H.D41 ��� INSULATION DETAIL — - I ­ I . . I'll L w, 1. � I - I IoA ' AMB CONN.TO RAKE BEAM - . - _.. . h. . I 3 -Al - WINDOW HEAD DETAIL SA - 41 AUS I I 1� A Nn BASE CONNECTION � lur'" j ' ) HEADER W/O LINER , , . � - I 5 (BASE & EAVE) DOOR TRIM Dp T ,� I I I I - ---.-- . . I I � - I - -IIIIIIIIIII-I i � �, 111111mommunw I I I . I I (OUTSETGIRrS) . I - I I -_ I �___ -_ -_ � - -_ - I 1. I , . I t .tl� � .. 1. A I . 6)' Ii . I � CHANNEL NOTE; DO NOT INSULATE FIRST P" VENT DETAILS - 6 � . I 1 I NOMINAL Ll�' 8 1/2" PURLIN WIT �*_ � � �, I 1 (w5c .... ) RUN OF PANEL RIB, START START - ��5 - . I �m �� , . , .1/400 FLOCATE & DRILL (2) 1 _� WINDOW SJUPPORT - � wasimmu � - - ..I MO , I I DOOR I rMLO I COLUMN 11 r , _ � INSULATION AS SHOWN, ROOF t, I i k, WIDTH 2 3/4" 2 3/4" �- 9/16" DIA. HOLE I CHANNEL REIQ�'D W/ � L i WINDBisND ! �` I 1 9/16" . . --------- I IS IN RAKE . _?_1 I ___ INSULATION AP f% j .,� I I GIRT al SELF ,BEAM TO ATTACH DIC -2. I I.- MULTIPLE CONDITIONS 02ff) . I ��11. �� - . 1 . 1 � - ' I RAKE i Nom. =PS MY BE I LINER FIRST ,I I . -A' T. � -.0% - �� I of - Y'0 X 1" A-307 BOLTS I PANEL k' N POP RIVET . . I � 11 # � DRILL S140P MWED � 1jOOR HEADER PANEL PANEL t�� AIR SHAFT �� � � .t CHANNEL RIB ,Ir I I , 11 VENTTO �1, rn � - ..00" -- ­ 11 1. I " ' k 1% �__ I I � urnq j 8 I - 1, )--4 4 LINER 4P-O'f TO., . SCREEN I , ; v MULTIPLE WINDOWS . SILE-VE � � v I Iq 3 1/2" Wall F,, ----I I 01 0 v 1 -4- I- ! � I ..... . � 11 I . - I- ,- I I ­ . ^---'-L r v a fft"" .� , it I I I � PANEL; - - --- I INSTAI.LATION PANEL ---i - �� " - "I I I -u- W. I I A I I , RIB "I ­ I _11 I 0. 0 x Ill 11 . I I __"__� I ,' T� % DIRECTION __ .ol I " � --�'_­v '­ 1. I It ____ ---- FIELD DRILL (2) RAKE BEAM , ' I d i ' (STARTING ROOF INSULATION) I , DOOR (JT,....) k -r ' -­­-, . . ,� 0 >-;, 1i ;.A.- . . t - I — . ., .1 � I* , I , 36 X , 'it Fff I I � 11� - � �� I 00011 1 9/16" DIA. HOLES r- . I io 1. HEADER �,__ 11 LINER I It i i. INSTALL � FOLD TA135 & ,*"' DAMPEkii PURLIN i I I I - 9 Jo I I - � � � _`�� TR 0 I Mastic ol � I I I N M I,* I _�_v I I �- � - . I Of ,N-3= I---- � G 1 0 A-307 I(LDH- � ' i 64) Im � WINDOW ji--4� JAMB, I FILLVOI[, DIRFCTf57T- STAPLE 18" O.C. -----I- . I .. , I (.,ti or 11) I . 0 x III A-�07,souts, , ­ I I I . , .), TRIM 9�t ­ , , � i - �___ - -_ to- 1. h � r- 4___ :. ____w� I I d � 11 I KIL, - (L) -,l R r, TO �� W/ PARTIAL RUN � . (MAX.) ,- -- - - -so.. v , _ ; I T__ N -G-611 Dj C-2 - I - I (Lip, - - ') ---,_--,-,"I - � I � - . ,�, - r T1 - ----- j . JAMB I � . � � � � 11 OR LJ -1L) ill DIA. FULLEY I i4 4 . '4 � - L,_y_� I I t, f 01 � I - - - ­ -_ DAMPER , - I HEADER OOR I I I � 11 � I NOMINAL �, D , _\� 1�11 0 x 11, GIRT AND DOOR HEADER,, � I � 03j- 1 � Do6k r- - I I I WINDOW I � A ATTACH''TAB CORD I I 1� ALT, JAMB OVERHEAD DOOR HEIGHT T_ j __-4- -1 - I TRIM , t FLASHING FRAME � TO RAKE . I 1. .,; . I I HEADER DOOR ONLY - - --Py— - (4) or 2J) - 7 TO COLUMN CONNECTION ., . , , 01T5. � - . .111 . (DF, -) . PANEL (SIDErAB DEJAIQ . � I PH-) , r_1 I � - . I CHANNEL I ; I q SECTION O'B-V I (OUTSET GIRT$) � � � L F � " I ALT. JA.MB,,.-- r . I I I I RIB I __ - ! ! . � - __ 2-K I- I ' r �6- A A ! . DOOR JAMB & HEADER CONNECTIONS :2-A JAMB CONN.TO RAKE BEAM � '2-F r IRIM DETAILAT OiH,D,, � .-1&.1 N DOW JAM B DETAI L' 7ilo'' INSULATION DETAIL . � I _��_ - --- - r � ____ -_ � ,, .1 , . � I �r � . . I � . . ­ I -_ - � i � : I . APEX 26 VENT _T_ , I ... , (INSET GI RTLS) . I I 1, I" VI''11, I . , , .,HEADER W/ LINER & MULTIPLE CONDITION . I (RAKE & 511DE TAB) 11 I � F� I : ______ --- 11 � I I 11 . � NOMINAL I I I � L ; . � - I I . I I womm � . � I I HOOD BRACKETS- . � . I � I � , I , I � 3.A3. SEE BENb AND POP RIVET FfCOD-ATTACH TO ,� , ,r ','A 13 . I 4:1, " 4 A DOOR . DOOR 't 8 1/2" 1 NOTE: FIELD LOCATE ANDIDRILL (2) 9/16" DIA. HOLES � 8 1/2" � __ I TRIM DETAILAT 0M.D. 5 � I 41 I . � 1 19 - EAVE PURLIN � I , I I WINDOW I J, TO CONE BEFORE DRACKETSVITH ) /1611 � ,�VIPTH, � If, IN EAV'EGIRT TO AlpfACH JAM13 - - � �_11 . I 1; I . WINDOW � . L I I I I I I -�� HI ADF-R : 1_ 2 3/4" 2 3/4" 1 1 11-v � I I � I JAMB FRAME . ATT,KHING TO:HOOCI POP RIWTS ! I 1. . � . , I � I ' SHEET I ,e " NOTE: . I � . I TRIM (LSF...,.) INSULATION ­ ING I . I � I ... I C N I - 77i . I . '� 11�� I 7' OTE-, VEN� � I I ___ . � I . FIELD I,OCATE (2) 9/16" DI A, PANEL, , � I � I � � I . .� I I N I .� __1_ - � LIN511 . 11 I � I I - ��,, .1 ! � I ". - , h" 0 X l" A-307 BOLTS � 4uj . I � � 0 (SSC. o I -) I I , - PIPENOT'TO,� I I � i I Z_ B I ::i, HOLES IN RAKE .91 %silid . I _p1*( k__ __,_m — � - - > I- EAVEGIRTCONN. I .I PANEL. :LINER,PANEL 1, , JAMOTRIM - � . t F,IECE, L , f Z.4 � � I . r_ T IV -IV I ,w I . � s!U ,, I I I TOUCH SIDE " I I - I < - TO RAKf BEAM GC -5 ' GC4 BEAM FOR GC -4 OR GC -5 � I I I I � I I I 0T. I-) . I �_ I I ON I* , �. [ I � .r - I � I . 1/4" - u L.AVE . MAN D00# C7GIRT I I CHANNEL I . 1 - � -I N ' OF CONE, __ - .� I - IN BAY WHERE EAVE HEADER- I 'I ; I . I I - it eLINER I I pi" SE 4 CON k 4.1 - z I I . , �. i � , -i 7 CIO 0 GIRT i A . �� . , I I I I I I � 11� F, I 0_... , I I 11 IkT IS REQUIRED� �� I � 1 3: 1 � r � . I �A � I ". 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I I � -FOR TRIM STRIP SPLICE-WTgN TO . . __m&__ -,-. , _;__1 � 0 .J - L _81/ 1 I'll, - - _j EAVE GIR,r CONN. EAVE G 1 R T CONN, 1. ���,r%_,.!7% I . r - __11L , ��� �� I < DOCIR FRAME " �� I I * . I �E ... .1 L., I . PURLINORGIR' W�(2) SELF DRILLING I . TO INSET FRAME T FRAMt (Drw... 4) 1 . . _e I I 1 13 . TO OUTSE I I �' �, IL I- � NTP111-M . ­ I - N'.7 F t �� . � I I I , , ,":, I . : $ AL t. JAM6 I W�l A o 11. - L � W/7� 4 �/4'LI I PANEL Rot, , � I I � I SILICON�TCJI=�� E'�ECUT IZZLOW , I I rl a (�J A M B' I : rffic I . SEALkNT rAME I I - L ` L a - I . - I I I I I tA EAV� GIRT. NOTE, CLIPS . MAY BE SHOP WELDED L . . � .11 I , L I L ­ I T RIM 0Tv � - ..) L I . I � 3 -_1 I WINDOW, $1 L LL DETAIL , . I INSULA 1ON TRIM STRIP, I- I 11 ''I L i . RIB 1 , POFCONE I L' I � I L� . I .. ,�- . I I I I I L * ______ I . I :., I I I- L I � . I I.. � .. I . I _. ­ . . . � '"I" ")OOR JAMB TO "C" GMT I ­ I i TRIM DETAIL AT L 11111MI I I - - ;��f I . m -_ I L' I I _,u ' � I. ,I . .V—. L 2-B . 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I . . r .� - , -1 . .1 I . I I I IL L . I I . I ­ I 1. . . I � I � ­ "".. . r , " , � ., � � I I., . . � L, . ­­ . , '. I ,� � , i � I I �1, I � �' I I I I - I .. " , . ­', ' Ir , - - , '�'­ � ' ""A-' [1 �L �, " L �.� ,, I " , , ­ L'I ­ � ­ � I I . I " r , r , �: . � �, ­ �' . 11 "l-, I , . . , � , 4 _L,� _. ,_, .. r � 'L . ­ I � �� .1 . - � 11 . - � I I I . I I - , , , � .. r � . L (� " ' r .i . .1 . L I . I- � Ljf , �-­ _, Al I � - i " . �� ,�, . I , '.� �'j _ , L :, .. . � I , , I I 11 I I � L'IA" ". 1) 1�� 11, " ' r 1. . , I I � . , , I , I � 1141 � r �4 ' ' '" I 1 1111111 � 1 4�, ,: � wjr� ! ro � , I :i'l �, � � � , 111111111111111111I111I= I m 11 , I z ROBERT B. HEATOI ,. architect TO: DATE: /0,41//40 0 zed' �R` t:, aIeG 9"'t 4' I 1 1 d�n'�i:« �e�e0 r (;�i %l'.'.{� 41! `�,! L � �';r.:}p"�i'~':J i"�,rw�•s "` "t3e For your use / informa-tioti p Approved n For your review and approval o /approved with notations rr . For your files r Rejected ❑ As you requested Q 563"EAST-LINDo AVENUE-< GNIC0; CALIFORNIA 95926 (916) 343-8033 BUTTE COUNTY BUILD Ih�i ' bEPARdTMENT' }� x. r Al PD ?, t ,S ch ......,. - •:. e.-. .-r W..-...-. w.r ,r........ .... �.. - n n .�j` �:>-" . v r..� - + . �.... f .....!'fit Y��........v...._. - 'S { F i 11 �j r - 611 1 1x1,` 'r"� r.,( (% . ,{ Droign All Iam. Controls Y 963 S 2440 2592 LEFT end SPAN 1 under 100% strias TOTAL Inad N 10631 c 11210 IOL% KID SPAM I under 100% akrta, TOTAL laid b 1.157 r 1024 L1447 WN I under LIVE Load ..+wori.�s aw-.ry w /.. A 411- 0,00 Lu 34,2 LILAC LOUD DEFL941109 D 1.137 TOTAL 'LOAD ON ALL MEMBERS FOR WE% a 1002 V 941-945 445 lc 10631 0 0 n 2.00 00 � ►nip 495 -�9g '" UtrR1!R *nil it In 11t`A Is ItIt t'liR4tIQ t Iflcaltlon , MltltNIS RR 495 g3A4 4'?6 � � s�E� E0 0 D TJI i0d NICRKAM are r^91AtortO tradourk4 04 TRUE JOIST CORPORA11ONp rK Ina{uatou a tradaMork a4 TRU$ JOIST CORPORATION. a ,�o 9/ auTrs couNTr BUILDING DEPARTMEN ArcROVED a suck TOTAL. PAGE , 07 04v2e,®.06 MON 0 33RM 503 640 2322 P.07 t' N o ;J :i .L n4 4 W c t� tp 4 n 1i .L 9 - -- -S t. 0 TRUS JOIST H I L.L.SBORO URI 0440018 llluJ UUlJ1 LUpI aHINI lull , Ii�k I,�LYI t l4 341000ep'M 40.1 xM>t,c B,lnr:eaA�r HAAtI Nta1w ,,N �pw�i9�ipri Utioatd kc,4 6erttuh Aird 4ob heti c$wt»4y4 0 voh`jLteWrvr-,, pool T13111 611�ifr.p firrar+ 100% Live Laidi $00 pef Goad Ludt 110 p f fartltienl< 4,0 pat Nailed Pleat 0 t 11: 10*+ ST Rip Nark 5arioe prop Depth 01c, Not PL 3 TJI/351ft JOIST PARA 27 240 V 42 Droign All Iam. Controls Y 963 S 2440 2592 LEFT end SPAN 1 under 100% strias TOTAL Inad N 10631 c 11210 IOL% KID SPAM I under 100% akrta, TOTAL laid b 1.157 r 1024 L1447 WN I under LIVE Load ..+wori.�s aw-.ry w /.. A 411- 0,00 Lu 34,2 LILAC LOUD DEFL941109 D 1.137 TOTAL 'LOAD ON ALL MEMBERS FOR WE% a 1002 V 941-945 445 lc 10631 0 0 n 2.00 00 � ►nip 495 -�9g '" UtrR1!R *nil it In 11t`A Is ItIt t'liR4tIQ t Iflcaltlon , MltltNIS RR 495 g3A4 4'?6 � � s�E� E0 0 D TJI i0d NICRKAM are r^91AtortO tradourk4 04 TRUE JOIST CORPORA11ONp rK Ina{uatou a tradaMork a4 TRU$ JOIST CORPORATION. a ,�o 9/ auTrs couNTr BUILDING DEPARTMEN ArcROVED a suck TOTAL. PAGE , 07 04v2e,®.06 MON 0 33RM 503 640 2322 P.07 t' N o ;J :i .L n4 4 W c t� tp 4 n 1i .L 9 - -- -S t. 0 HOLE CHART FOR TJ I s W I TH 0 S. B WEBS FLANGE WEB' 4 FLANGEUNCOMMON I' 1 KNOCKOUT HOLE'S 0 12" 04C. AVAILABLE t OF BEARING PLATE IN MOST TJ_I JOISTS UPON REQUEST. NOTE; THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT. ., STRUCT I ONS 1. KNOWING JOIST DEPTH AND DESIRED HOLE SIZE. FIND "FACTOR" ON TABLE 1. 2i PEFER TO TABLE 2. THE DIMENSION SHOWN WHERE THE SPAN ANO THE "FACTCR" INTERSECT IS THE MINIMUM DISTANCE FROM t OF SUPPORT TO t OF HOLE. EXAMPLE 1TJ t JOIST, 8" HOLE, 21 SPAN. 1. FROM TABLE 1 FACTOR IS C. 2. FROM TABLE 2. THE t OF HOLE MUST BE AT LEAST 4'-0 FROM It OF SUPPORT. ROUND HOLE HOLE FACTOR 2" 3'4" B I 5`. 6" 4" 8w 8" 1`0" 11" 12" 13" _1- 15" 16" 17" 18" 13" 20" SQUARE HOLE a^.�'-3 ^�d,.0 1 2 3 t, • ;G S !; 3 8" 8 9 10 11 1`2' 12 13 14-1- 15 16" ORIENTED STRAND- BOARD VERS .; ... x w c 10" A 9 C E W-330 Fi*_Sw 12" it A 9 C E 2#-•O' 14" w A 9 C C D- E .:' -0" 16" .c: A A 9 C C 0 E E _ 6' -0" 1S" +cit a A ,A 9 C C 0 E E 21 20" at tr A A 9 8 C C G 0 0 E E '-0' crn 22" IRK it m A A B B C C 0 0 E E V-3' 4 .:: 24:w RK mw a A A A 9 8 C C., 10 D. E 1 E: 2':-O" �.� , �. A-- -..A,. _x :. 9.„ 8 8 = C ; C D t7_ 0 :. - E i 28w a* Will l ■ A A A 9 8 8 ' C C 0 D: '. 0 E_ E E 30" Km 1 A 9 9 9 C C C, 1 0 0 I E E: E R MIN. Ut= I'3' FKUM -- W SIWPORT. K* MIN, Lf 4" FROM c OF SUPPORT. HOLE GIZES, T}1E SIZES GIVEN IN THE TABLE ARE HOLE SIZES,# NOT DUCT S UES , 'SOUND HOLES' AOR SIKOLE SPANS AND UNII=ORN LOADS USE THE TABLE TC DETERMINE HOLE SIZES. SQUARE KLES4 S`OUARE HOLE SIZES ARE OETERH NEO BY MULTIPLYING T14E MAXIMUM'ROUND HCLE 011A.4ETER BY A FACTOR OF 0.S: RECTANGULAR H"CLM 4UILTAIPLY THE MAXIMUM ROUND HGLE DIAMETER BY A FACTCR Oe O.S. THIS kc -PRESENTS THE LONGEST SIDE OF 7HE REC- TANGLE . MULTIPLE: HOLES+ VHERE MORE THAN`�' ���O Y THE AMC^.0 OF 11000 8ETVEEN HOLES MUST CQUAL £XCEE;D T E THE OI AHETER CF T4E LARGttt !4CLE OR TV I M THE ZZ I CANTILEVER5 AND CONTINUOUS U R UNtFORHLY LCACEO CAN- TILEVERS AND CONTINUOUS TJt J01 T SE LOCAT{ D ONE INCT^ H FURTHER FRO qDiU 3*01' CF CLEAR SPAN IN ADD:TION It THE VALUES INOIuA(EO IN THE TALE, Nuri, I'X I.I'1IONS TC T4E5E RUL-c'S MAY BE POSSIBLE Ty5M,-,H SFrCy�' INQUIRY. �- TRUS 1010TCORPORATION HOLE FACTOR SPAN :A B I C 0 E F 14 11-30 2'-0 2,_9 3'--6 4'-0" 1a 1'1-6" a^.�'-3 ^�d,.0 �� -tJ j,0-�jo 5, --GN 18, 171.-6' 24-6 3'•_3 4.-3" 54-00 6@-3* 18 1'-9" i''-6 . 3'•-6 Y.'-6 W-330 Fi*_Sw 20 2#-•O' -�O .:' -0" S' O 6' -0" 76-6" 21 2'�O" '-0' '-0" 5'-3` V-3' '-9" 22 2':-O" 3 ` -3 4 * -3" SI -61 (;'-6* g'-36' 23 2•..3. �+.-3" A.'-6 S' -Sr'F'-9" 64-6" 24 2'-3" 3` -6 40-sw P'-0 !'-0" 9'-0" 2S 2'-6" 3`-9 5'.-0" F'•,.3` 26 2'-6" 3' -9 51-0. F —6.. 7,-SoE-sr, 9,-gr 27 2'"G* 4 # -0 S'"3" cm' =•9 9' -Om 26 2'-9'' n'-0 5'=f 7'WO 6'-3" a 2'-9" 4'-3" S'-9 �'-3'' 6'-6"30 3' -0" /t'-6 F+"0 T'-6 9+-0"4-9' 4-3• 3Z 3' -0` 4' -9 R' -3" 6' -01' 9' -3' 2'-O" 33 3' ;3'• 4'-S" 6'' -6r 6'' 34 31 13.. r' Q' F , -8i,S -6' .0' _0 112' -9'` 35 3., 16. S' ;,3" ?# y0" 6'' -9" ' 0' -6 . ',3'-0' K* MIN, Lf 4" FROM c OF SUPPORT. HOLE GIZES, T}1E SIZES GIVEN IN THE TABLE ARE HOLE SIZES,# NOT DUCT S UES , 'SOUND HOLES' AOR SIKOLE SPANS AND UNII=ORN LOADS USE THE TABLE TC DETERMINE HOLE SIZES. SQUARE KLES4 S`OUARE HOLE SIZES ARE OETERH NEO BY MULTIPLYING T14E MAXIMUM'ROUND HCLE 011A.4ETER BY A FACTOR OF 0.S: RECTANGULAR H"CLM 4UILTAIPLY THE MAXIMUM ROUND HGLE DIAMETER BY A FACTCR Oe O.S. THIS kc -PRESENTS THE LONGEST SIDE OF 7HE REC- TANGLE . MULTIPLE: HOLES+ VHERE MORE THAN`�' ���O Y THE AMC^.0 OF 11000 8ETVEEN HOLES MUST CQUAL £XCEE;D T E THE OI AHETER CF T4E LARGttt !4CLE OR TV I M THE ZZ I CANTILEVER5 AND CONTINUOUS U R UNtFORHLY LCACEO CAN- TILEVERS AND CONTINUOUS TJt J01 T SE LOCAT{ D ONE INCT^ H FURTHER FRO qDiU 3*01' CF CLEAR SPAN IN ADD:TION It THE VALUES INOIuA(EO IN THE TALE, Nuri, I'X I.I'1IONS TC T4E5E RUL-c'S MAY BE POSSIBLE Ty5M,-,H SFrCy�' INQUIRY. �- TRUS 1010TCORPORATION T AW -do MAY '06 15:55 TRUS JOIST H i ttSBORO JOHN D.�, NUNAN CON 4111•Stnd Btrmat SACPAMENTQ OALIMMA - 611Ar1�,it31 I. PAGE . 04 ,'d ! AMTS : �„ JOB WA140 r , DATE 71 DATE NZED20oo, REQUESTS REMARKS j CAN YW ftZkWfAs p i BUTTE C t7N BUILDING D,AR � 7` APPR F Rom 1T / JI dr ...uo��l.. � 4 t rAw 1. a►1 . a/at f s f .aH 0 1-.0 19To rn POOE, 04 W []PROSPECT 001NLARING IID CALCS REPAIR fwifww.f M\tl. VI IYYI{ql' I.MMa.{raYq{frf �M'.1/111A.Y.I. fY.A1pM{1w+��{ •••-MtiY��i�A0111A Y�Of{MI1M��1{M�f1iJ 1 Ma�.1+•w�Y .Ilii_..., tll-n•I.'{f4.a++�rMF�rwfY1.NITiY.wAwOPl��wf.'��'r�•af'.IIM 1•A1. �/' 1"I Irv�.ry�ar►1r'91 w..I P.�r Oa�T'•w a t'Iwt w h..l, rl.l.�l.ff. .} {r f., e DEBTGN XNPORMATION e1644w1j(j � 1)_L16. SERIEi3..jet r4 r) L , � _ A.C. SpC a -INCHES LZ VS LOAD W"m — MON._ P 6 F 811"'- DEAD LOAD., pop ,,........,mow (ror open webs only) PART, LOAD.. Psr TOTAL LOAD �1,,,,,, Psr DEPTHS STRESS UVEL BLDG. CODE CODS ...,� SLOPE . � •I Yn AYIl.Ir• } .• •{�!T.flf {•w � 111 \ . 1{1�• �.II 1 ♦. '1 ♦n rr 1, . f.�1i'. �nrN .�+w, -_ .___-.-�nv+4.Yy In' REPAIRS ONL1! TYPE JOB , 1N m p /�`R DESCRIPTION W,w• M. f.wwis.w��YO•N/srlwr�.{rw.. ns.�w1Y.'If1 }. }•{M �fk w a.{u �IMiN Mf .fir..++�..r`.rwWMleY1YYq�1AYW'.N,i+2rYi fYf..ra..f.�+.1,�.w.1.{{Y!lrWgr fN I 1��.R..,,W...�..�.Ira1w\wYn1a•�a+�l+.+.+. I,I.MrIfI•�Y1MYlYlf Y...41{IAYI .�v�Mn„ 1 NrrrrfYrIlI VYtY\gY1l YfiaYR w1Y4Nr,Y�IpI1NMMAJi—n w �N.11A 4{1 111. 111 .•! 11r D• 1l Y. ♦1• p1a •►IIla�rrN. Y{M. 111 ! . n1aW}f '\w1 �—awrY�ii+MY{��.�Y.MwYNQMf3iAi4�lY�i'iMA.W�{N���IY�YK: 6 KU rat 6 —4L41+5*0 REMARKS j CAN YW ftZkWfAs p i BUTTE C t7N BUILDING D,AR � 7` APPR F Rom 1T / JI dr ...uo��l.. � 4 t rAw 1. a►1 . a/at f s f .aH 0 1-.0 19To rn POOE, 04 W MRY 2 186 15:54 TRQS JOIST HILLSBORO PACE 02 r nate 04-0 4986 1%s JOIST COWWTIM Tis- 04.06M9 Saler,m's HP.; urmr ;salesman's Nam5pecif iord. 4, D'. MJNAN CO. Estimate No. Scraixh Pad ,Jab Name: GOINM pISTRIE'tITOR Page Title: OILING Jp1ST5 "erns- NOX Llve Load: 10.0 psf ikad (.read; 11.0 psf PartitiOng 0.0 psf Walled Ftywaop zi+r's Type Live Lead Stress Dead L(—J Width $tarting flint COC 0 lbs 0% 0 lbs 0 0+-- 0.00 from LT End, In Add Iticm to Application Load Mark Series PrQ depth o -c. Morn PL 4 TJYW JOIST PARA 2 24.0 N 42 Wsign Al 10H. Control: U 9 )440 2X LEFT and SWAN i. under 1007. stress TOTAL Iud l M 10631 < 10M 1027; MIG SPAM 1 under 100% stress TOTAL load D 1.151 > 1.125 L1467 SPAN 1 under LIVE Lo4 A No 45 0.00 Loa 39.aw 0 #C 31562 LVE Lt]AO 0LEMN IJ la TOTAL LOAD (W All r MEM EOR MS - IOM ON �. U 945 -945 OF CA1.�f�� F7 995 945 R M ia�1 p 0 2� o r«Tfhese desligni aro in aacmulance with currant MUS JOIST Corporation specifications, materl-ils and allowable design values for the loads and u 495 -495 4imansians shown harpon 490 495 I� 0 0 If and MICRO -,M are registered t;rademAa of TRJS JOIST CMMTION. indlcates a trademark of TRIS JOIST C WORATICN. M"COOM 9WWDM,- - )EPARTMEM." TJ I35OX BEARING BLOCKS EARING BOCK REQUIREMENTS,: -BEARING BLOCKS MUST BE FIELD INSTALLED AT BEARIW POINTS AND OT14R POINTS OF CONCENTRATED LOADS AS SHOWN IN THE CHART BELON. "ING BLOCKS ARE TO BE FIELD-INSTALLM, AS SHOWN ON EACH SIDE OF THE WED, WITH NAILS EQUALLY SPACED VERTICALLY,. HAILS MUST PASS THROUGH THE VES'ANTU COWLE1ELY PENETRATE THE OPPOSITE KARIN13 BLOCK. A SAP MUST BE AT THE TOP OF BEARING BLOCKS AT ALL BEARING CONDITIONS. IN T MAST BE AT THE BOTTOM.HE CASE OF CONCENTRATED LOAM, THE GAP ---------- .-tea• .: MIN. BEARING D I STANr.F (SEE N+IMIMUM BEARING SECTION nrr TAAI 9:1 '"'••r"+n vW-J% AMV ULMI t nAT W KEDUCED FOR JOISTS SUPPORTED BY HANGERS IF' ADDITIONAL NAILING TO THE END BRG SACK fiS PROVIDED. (B)- DIMENSIONS AND NAILING SHOWN ARE FOR MAXIMUM LOAD SPECIFIC APPLICATION MAY PERMIT REDUCTION IN THIS CRITERIA (E)- BEARING BLOCK 'SKXJLD SE 3/4' MICROmLAM LUMBER OR EOUIVALEN STIFFNESS. 41 TRUS JOIST CORPORATION EMD StJPf'ORT W HANGER SUPPORT CONTINLXVS TJI JOIST SUPPORT ert1 e •. MIN. BEARING DISTANCE MIN. 7 BEARING DISTANCE - MIN. BEARIM(i DISTANCE FIELD INSTALLED BEARING BLOCKS (SEE BEARING BLOCR SECTION - OF TABLE) W n --'y i•- -" MIN. • 2MAX. r MAX. ALL NAILS ARE COMMON NAILS. 4 SEE CHART FOR NPf" • SIZE. - 2" MAX. 90 _ • _. 2" MIN. ®stK• t ng 8 l oak Requ t rem*nts M m t Unum 8®or t n8 n tstenc® Numbr `of "at to Bowing Boring Blooks Blooks 4totom Mint.cat r» trod (Uqu t rod et. Number of ter- trio Bow• t nB End Rapport IntrMdie" TJI _N. Loots t t • Roqutrod ett B took Vtdth B look Thtokrws End SupF c, of Intarvedposta TJI Jo.out(B) .Joist DepthAka-aN. or ahmv t• TJI Joist arena •Ye °T° Supports (A) 106 (B9 Then (La ) Loyd^ (inch") t EettsC 9 (inch") (Indy) TJI3SOX 3-8d 3-8d 605 2'-8d .y 2. 3 12' TJI3SOX 3-8d 3-8d 710 2-8d - ° 21f 3-f 14` TJI350X 4-8d 6-8d 810 3•-'8d 2& 24 ° 3-F 16° TJI3SOX S -8d 7-8d 915 3--8d 2jV -V 2j-° 3118* TJL3SOX 6-8d 8-8d 101S 3-8d 2j ° i -' ,� .,��w. 2 �e a4 S -F 20' TJ13SOX 6-8d 9-8d 1 1 1 5 4-8d 2& ,: 4 22' TJ I3SOX 7-8d 11-8d 1220 4-8d , _ + ,1 I l , 24° TJ13SOX 8-8d 12-8d 1320 4-8d 2° ,. S -T 2G* TJ I3SOX 8-8d 12-8d 1385 S -8d 3 je (E) " 41(E) KqT K 31'r 28' TJ I3SOX 8 -ed 12-8d 14SO 5-8d 3-r (E) I' 4' (E) 3 ;r 7;' 30° TJI3SOX 8-8d 12-8d 14SO 6-8d 3- -` (E) -° (E) - 3 ' '"'••r"+n vW-J% AMV ULMI t nAT W KEDUCED FOR JOISTS SUPPORTED BY HANGERS IF' ADDITIONAL NAILING TO THE END BRG SACK fiS PROVIDED. (B)- DIMENSIONS AND NAILING SHOWN ARE FOR MAXIMUM LOAD SPECIFIC APPLICATION MAY PERMIT REDUCTION IN THIS CRITERIA (E)- BEARING BLOCK 'SKXJLD SE 3/4' MICROmLAM LUMBER OR EOUIVALEN STIFFNESS. 41 TRUS JOIST CORPORATION , TROS MIST ORPORATION ATO o _ o -INFO01ST IN LION ,a �RM 1, NATSTA1 _ 4 k0AM WEB a`I•IFFENER REQUIREMENTS AND MINIMUM FEARING DISTANCES ERECTION BRACING WEB STIFFENERS MIN, EEAt 411NG DISTANCE IS** Minimum Bearing Section of Tablet Isse Web Stiffener End Suonart t-lanner Sut>!txarir COIlt111UOuti TJI JAi9t SUDDort WARNING DO NOT ALLOW WORKMEN ON THE TJI JOIST UNTIL ,ALL EILOCKING CROSS BRACING, HANGERS AND TEMPO- RARY BRACING IS COMPLETED IN ACCORDANCE WITH ITEMS 1, 2 AND 3 ®EL 4` (Min.) Strip Of Sheathing. (Temporary Or Permanent) iMPROPER CONCERNFOR BRACING DUR- ING CONSTRUCTION CAN RESULT IN SERI- k,« OUS ACCIDENTS, UNDER NORMAL CONDI- tush 6tpfenor Requirements MIH. Besting olrtor ea TIONS IF THE (FOLLOWING GUIDELINES ARE � ) � �� " Fnd Support continuous Web Stiffeners Min. Web OBSERVED ACCIDENTS WILL BE AVOIDED. Braced End Wall Number 01 StlHan+'r or rJ1.40161 Requlmd at Min, Wrb End Support Continuous Hangar Support S+ipporl Concentrated Sfiffensr Of Hangar TJI Joist (21 At End Of Bay support (s) peon Y Web Number of Web Nuwber of Loscis Nat Width W Thickness sir Su 1. fi 4teral etrongth, )Ike a braced end wall or an existing y J )tequlrsd .1 f. T deck must be established at the ands of the bay. This 1 ' TJI .101 Stiffeners Nails Stiffeners Nall$ (2) Greater (inches) (Inchas) (inches) Y 1 jb ^•;, (Inches) cao also be accomplished by a temporary or poems Depth Series Required? Required Required? Rertulred Th -in (LBS,) nent deck (sheathing) nailed to the first 4 feat of Jolste i 9.140 Tit/25 No (3) _ No � 375 2 2.5118 11115 t•Vr 3+Vr at the end of the,bey. 11.7/8' TJ 1126 No (3) (1) 2 475 2 2.5116 11118 2•V. 3•th p 2, All blocking. cross bracing and hsngen at the u�,., f•',.°�`�.x �� i r" M orfs of that TJt elate must be completely installed 10� TJii35 No (3) - Na �- 440 2 2.51113 1 1.1x7 3.t/ P P Na and rat ( ) 12� TJI/35 Na (3) -- •� 415 2 2•SltO 1 i='� 3•Vr properly (III all Hall holes),- ta TJI135 No (3) -•- Yes Z 630 2 2.5118 1 2 3.V 3, Temporary strut lines of 1x4 maxh'%tum must be nailed ✓Y 16"'i'JU35 No (3) -- Yes 2 665. 2 2-5i18 t 4 3.15 � to the braced eridwsll oreheathod area a8 In 1 above 18` 7.11135 Yes 2 Yea 2 780 2 2.5118 1. 1.1s. 3 V7 nod is each TJI Joist at the an center s acro shown. 209 7.11135 Yes 3 Yes 3 805 2 2.5116 1 1.441 3•V ✓" p R g' g y g . �a., . �,,. •, , Without this brach backfin sideways or self over Is • ` .�'` �.;;;�.. ,, .-'' 10 TJ1135X Yes.. 2 Yea 2 575 2 2'5116 718 highly Probable under light construction loads --1lks 21/43V two workmen and o�n layer sheathing. 12" TJ1135X Yes 2 Yes 2 720 2 25110 718 R 14" TJ1135X Yea 2 Yes 4 830 3 215116 718 2V1 M4 4. Sheathing, must be totally attached to each TJI Joist .- �/k1,; r 18 TJI/35X Yes 2 Yes 4 950 3 2 Si18 7IS 21M1 3Y,+ hetOrao- ecidltlOnal loads can be placed ?n the system. , r, swk o«` �• �' . ,:r"' � , •�° is, T4U35X Yes 4 Yes 6 1010 3 25116 718 2W 5i`a 5. Ends of tllevo s u strut lines on both the to �'jr,.a 2.8d E _ can r require rut Ino bo 1 p r °'.. `Nail- Yes 20 7JU35X Yes 5 Yas Ei 11tM 4 2W18 716 ?4i SVCc slid bottom flanges, Nal$ 22" TJ1135X Yae 8 Yes 14 LLe�ii 4 25tif 7fli 3 GVh; .n .- 24" TJI/35X Yes 7 Yes 12 "iX3b' 4 25110 718 3 5W. A. The tap flange* must remain straight within a foist• �"�. ��' Mln. ,� .• - 26' TJI/35X Yes a Yes 12 1550 5 3V1 t113 3V 7 once of K z from true alignment. p �✓ / .' '" 28• TJ1135X Yea 8 Yes 1? 1575' S 3tl3 719 3% 7 N,fi .• �. �''"� "��%1 30" TJ1135X Yes 8 Yes 12 1500 6 3Vi 719 3Vt 7 ism TJI155 Yes 3 Yes5 905 2 314. I'll a4 2 I 4 is * TJI/s5 Yes Yes 7 1080 2 J 20 7,11155 Yes 4 Yes 8 i m 2 JV 114 Vh ` qjq y 22" TJI/55 Yes 5 Yes 9 1280 2 3,t 1 }? 2tP 51h .. Ir t. ?.4 TJI/55 Yes fr Yea 10 1375 2 3a� fit 3 . j , n 4A . " ,, "" �`" '• ,< �,«^� � � - .~�`; � ,°4:, � i µ ' Blocking 28 TJI/55 Yes 5 Yes 11 talo 2 3"x i 3V1 2b" TJI/55 Yes 6 Yes dt 1515 2 3h 1 3V� r 30" Till$$ Yes 6 Yes 12 1580 2 3!$ 1by 3rh 7 & " "* � ` Strut Lines (1 x4 Min.) } 4 . , yr 8' D.C. + l >u C, FarTJIf25 Joists t Cross Bracing ...� r ` > ,. r` (I)Wob stiffeners with two nails are required for the TJI/25 Joist at continuous supports wfwrt brrgringott piotoq is lossthan V1mchas and the reaction Is 0rgaler Than 17001ga {17001trJ ti; the maximum9' D.C. For TJI/35/35X Joists h • ' '` react' for 3 inches boating with no web stiffeners,) «''�� 101 o.c. For TJI/55 Joists (2) For n mum load, specific applications tray pet Mit taucuon in this criterlq, () " yp q stiffeners to comply with nailing requirement through side pietas of hangar- A Strut tine IS required 3 U^ t e hen ors require Web (d) U web stiffeners are not used in hangar support, the sides of the hangar, moat extend up to support. the top flan u.AAy t ± �•; h (5) The minimum bearing length may be reduced for )elate supported by hangers it supplemental Hatt attachment to < end Web sulfetter to provided. at all Supports Where JOIStS are not otherwise braced. BLOCKING PANELS WITHOUT END PIECES WITH END PIECES NAILING OF SHEATHING TO CLOS'ESTO E�i SPACINGPEA RON' 131 FLANGE OF TJI JOIST (1) MICROPLAi 9FLANCES SOL,' 'SAWN JOBSi'TE HANDLING OF TJI JOISTS STORAGE FLANGES ._„ • 8d Nails @ , It is the buildingcontractor's reaporsiblllty to unload the TJI joists from the truck While being stored at the jobstt; keep TJI joists 1n an upright position. The bund ies Nails / ---» . �<,�•, '� r12 o.c. (Mtn. 12" o.c. (Mtn Req'mt1I11(2) Reqmt1111(2) $tBox 4i and for handling thareaf-ter, the True joist Cofo e,llen guarantee onlyaPPIletso sh_ould be supported on level stickers to keepthe TJI joists out of the mud and dirt. A Common .131 6" ' tong as the product Hatdanagod or alterod lt arty waya d is Installed In a work- Stacking o the bundles is permitted It an adequate number of stickers is provided to " 1 O Box 128" 2e1 60). " .. ,. Common .14$" mankonal.ne_r and according to TrueJoist Corporation Installation Information. prevent damage and normal safety Precautions ate followed. ,t " Ir 'r bundles bandedtogether fo andli . To II glue used. I TJI " fists is waterproof; however, 10 exposure to water and su pad 12u1 Box. ,128... 2 6 TJI Joists will be delivered to the jab:titd in I r handling. A g n Jo pr , ns p n Common .148" 3" 6r' avoid damage, the should be left In these bundles until the are ready to be In will cause some deterioration and checking of wood. TX oists should receive the _ _ 9 Y y 9 l 13d. Nails (3l` 8c Nails 16d Box .1351,' 311 Ger (3) 1 Common .162" 80 8'y stalled In the structure. same protection from weather given other wood pro duots. A careless crane or o klift operator can damage the TJI joist. I The glue bond between the _fla e and the wood web s critical to the perform - Stiffener Boss Nails. See Wets$. r_ _g I gng n h ply..... 1 p End Piece S iffener tie uirements Neta: t q t The lir flange (compression an flange) of the TJI )elan must r f Hotted to shoathtn at te4sl 24" on Conibr fpr `SECTION A•A - - (} P � P 9 _ s Pfdvdr handle TJI oasts list•- keep In upright oaltion. soca a( the TJi. Joist. Do not aurid outward on the flange, For Number Rt:qutred, the lull length of that TJl/3a and 55 joists Holl 16" on center tats the 7JU'z5 )oast. I P P ) P g (1) Building Designer To Specify Aclual Nailing Requirements. (2)14 gauge staples may bo a direct subMituto for 6d nails when having a minimum penetration oil inch Into (2) See Nailing Of Sheathing To Flange 01TJ1 Joist For Closest Allowable Uri Center Spacing, t,10 main member. (3) Toenalled At Max, ox, Spacing Of 12" Each Side OI Plywood Web, (3) It moue than one row of Halts is used the rows must ba offset at toast VS*. i+ ALLOWABLE HOLE SIZES FLANGES (Do Not Cut) I F YOU HAVE WiBP ART 0 Plyv�oryd Q'�'{� T ELE PHONE Improper cutting of a structural, member will reduce Its strength. However, holes can be cut Web IMPORTANT O,F'� T r - r, APM� E "0 through the web of a TJI joist In some locations without impairing Ilia ability to carry design loads. These locations are In areas of minimum shear. This Is generialfy away from bearing or Lo DAMAGED JOISTS3" 6" 7" 8" 9� 10" 12" id" 18" otherconcentrstsdloads HOLE DIAMETER IN INCHES THE TJI JOIST SERIES FROM TRUS JOIST CORPO o IMPROPER FIT 4" 5" ROUND HOLES --- For simple spans and uniform loads ilea the table to the right to determine �% p a fig Bearing 14 1-0 13 1.8 2-o z-3 zs 3-d a-� 4-0 a-6 5.3 RATION ARE FOR SPECIFIC APPLICATIONS. EN- r � hole size. When greater than "I' hobs for the 11 •rpt" TJV125 joist and greater than 4-riG" hole Plata 15 1.0 1 3 -I•9 2-0 2-6 2�9 3-0 3-6 4.3 _- 5-0 5-(i • FIELD MODIFICATIONS I F J CAT I OI�I.1 l� .-, ,_, for the ff-15 TJU25 Jolat'ls used, one ftwt must t» added 10 the dlatsnces... +n. tabor to the t6 t-0 t 6 1�fl 2 6 30 3,3 3 9 4-6 5.3 6•o PLICATION IS THE CUs- �► 1 GiNEERING OF THE AP call �ouR Thus JOIST OTHER QUESTIONS right t7 =0 1.6 _1 _9 3 2.9 3-0 3•e 4-0 4.9 5.6 63 18 •3 1• r 20 26 ?� 3.3 39 4 5-0 5.9 9 TOMER'S RESPONSIBILITY. BEFORE USING TJI CORPORATION REPRESENTATIVE SOU ARE HOLES -- Squara hole sizes are determined by multiplying tha maximum round' 19 1.3 1.6 2-0 2.6 3.0 a• 4-0 4 8; 5.3 6-3 7.0 hole diameter by a factor of 0.8. 20 1.3 1.9 2.3 2,9 _!Z 3.9 4-0 - 4•s 5-13 66 76 JOISTS BE CERTAIN YOUR ENGINEER HAS AP- PH. 21 1.3 1.9 2.3 2.9 . 3.3 3.9 4.3 4.9 5.9 6.9 7�8 MULTIPLE' HOLES - Wlwra more than one hole Is asafred the arnou t of wood between f-- 22 1.3 1-9 2 3 .0 3.6 4-0 4, r3 1•0 6.0 7.3 8Y3 PROVED THE APPLICATION. t n W 23 1.6 2-0 2-6 3-0 3.9 4.3 4.9 5.3 6 3 7U fi , bolas must oqual ts' axc ad twice that diameter of thea largest hole or twice the side of the uJ 6-0 5•f3 9 7.9 fl G MANUFACTURED BY largest square hole. u. 24 6 2-0 2-6 3.3 3.9 . 4.3 -. „ Z 25 1•e 20 2_ 3.3 4-0 4,6 s b'9, -n . 6-0 3 SECTION PROPERTIES, LOAD SPAN TABLES AND CANTILEVERS AND CONTINUOUS SPANS -- For uniformlyloaded cantilevers and continu- � 26 1.6 2.3 . 2• 3+6 4 0 4.r • 3 6 0 7.3 8.6 9 - cg 27 1.9 2.3 3.0 3.6 4-3 4-9 5.6 76 . 9-0 1-0.0 oua TJI Joists the holoa mutat be loebted one,inch further from the support for trach toot of a 2 - n OTHER DESIGN CRITERIA ARE AVAILABLE. U) 8 19 2.3 3-0 39 48 59 68 7.9 9-0 10.8 CODE ACCEPTANCES clear spun In addition to the values Indicated In the table to the right. 29 =9 2.3 3-0 3.94.6 5.3 , 6-0 6.6 6 0 9.6 _7O_ _9 30 1 1.9 2.3 3.3 4-0. 4.9 5.6 6-0 6.9' 5 9.9 11.3 EXCEPTION -•- Exceptiona'to the" rubs may be possible through' special Inquiry. 31 1.9 2.6 3.3 4-0 4.9 5.6, 8.3 7•0 1 8-G.. 10-0 1 11.6 CONSULT YOUR ENGINEER FOR FURTHER INFOR- lFOT>K Do not a+ 32 2-0 „'2.9 3.6 -3 5.0 5.9 6 8 -3 8.9 10.3 12.0 NRB 200 cut the Jolat within four inches of the support centerline, herwiss a two 33 2-0 2.9 3 G -3 5 3 E 6-9 7.6 9.0 10.9 12.3 MATiON. inch hale can be cut in the web anywhere. THE TOP AND ®OTTOM FLANtOES A NEVER TO 34 2-0 2.9 _3-6__T6_=3 . 6 7-0 7.9 9.3 11.0 12-9 FHA - B•6g9 ®E CUT. The stria given in the table an hole sixes stet duct sGias. 35 2-0 3-0 3.9 4 b 6 6F 1 7 0 8.0 9.9 11.3 13.0 jA s 36 2-3--"-=9 ' Minimum Distance from ft, of Support In Feet and Inches to q. of Hance �!; C & Cts #1 _ _ _ TJI.(( OR -.134 Y. V � f James Joseph Jonry ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CAi IFORNIA 95926 ; August 19 ,, 1-986 19161342-13.06 Mr. Jim Glandes Department of Public Work 7 County Center Drive droville, CA. 95965 ' Re GLU-LAM REAMS at Goings D Strai:butors Chico Dear Jima The gluts -lam beams used by Sunseri Constru�;tion to support the existing center beam were used 'beats taken from the newly re- modeled Sacramento Blood,Bank on Cohasset Load. I was informed prior to my de. ' 4ign of the .atruc. Lural s stem that .Sunseri wanted to reuse these glu-lam beams and thus designed the system with these in mind. I had no way of knowing what combination these beams were but after visually inspecting them'I felt .,safe using 2200f for bending. You might also note they ,still calculated more than 25% under stressed. I therefore believe these two 5 1/811 x is" 51u -last beams are str. , anyucturallfurtheryquest�.ons pleaseadequate for e desgn ve3me a�call'ion If you have : g Very true, yours, Jame. January FUTTE COUNTY DEPARTMENT tap, 0 V P%EW 2 f P l la Na. BUTTE COUNTY [Par Actlon 1, 2, 3; Public 'Works Dapl. (Par Information ve Diractor Dep, Dir. Soc. Rd, & Br. Mtge, I I Shop & Yords 61dg, Insp, Admin.i^`!y�� Dsslgn Engr. Bridgo Engr. Consir. Engr. 5urvoys Mapping Tran1b. Land, 'D.tv, Drng. /$,I, Sub, & Pel, Mapco permlfs Addy �, I " 1.'�": , , �-, , " , � , - I - I ,� I - , , - . - - i � i �� I .� � , � , , '"' � �", 1 11 � I I . -- 1. -_ , I I I I , " , I I I I . � — I � . :,� 1, . I � : . 'A I ;,,," , i �,� , 1, , . � - . .., - V, I , fr, I ., 7 1, _�. . 1� , � , ,Z& ", , 'I'L , , . " ,, 11 � i Vi' � I , ,� 1'1v� I " ", "T )4i I � I , Y , , " , , . 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OF co N c Fk P --r C ANCHOR BOLT SETTING PLAN FOR 18i O WIDE DOIJ8LE SLIDE 00OR r 4l f 12A*O D00R OPENING GI � TYP Ana + 014 T YrL7 ra�al 011 �-....t�.r. ° � � �' �'�(".� .. .•'S'I'C �,._.:4......�..�......r..»,»,•...a,...Y.ti I' ff s { A ; ' 10 ' ,� '�� 10 OUT1 0P— FAC OP h, "#"'�` - ... � •o.•+'a• _.w,j..+►- #•�•.� ,,.,, � :><. �. a ., � . , ,. y�,;� * + 9 8�y,•Yr, "H~R E eJLT SETt1NG PLAN FOR I2-0 ViIDE SIN )LE D00R w All 3 I a' •._�o� ri'c l G4~" F1l�d1 l !" R' . NISH r; LR:• L3I YONC QPf:MlWs GIRT LINPI, p, ^� �.�" RAMP UP TO FINISH FI..R, » w ¢ ,a, X71., . * - s • I k J! „T,yy_ ,. '' ., ro � '�. 7i � � •, Pr' iY1 : yA M ".F �.I c +V a I f; • a " r. !t+l rrr l APRON Y' GVICV IS IN PLATE»:� Mb1r t�3i1 ,4" a �» MtilP+l VSfI`$" AROW AT OPENIN WITHOUT T APAothl Xlr F'hlI►'��. s` , -� ' , ,�^.�, . "IrT � 1� L� �,: It) �. "� �•I ,-- �wlt-l- U N VVE R E .DG + x » ��-;,�' r "' aM��w'�'i!#'•Ai! 'Yt�A _ . _ p•� 'w�+��rrla:«�+ u '�`. . 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'SAYS END 13AYS END BA JNTERW�l B X 0 B 41 07 fA B A- <) F_ E 1P M0207 vp;�4 �0050 64A'�6 ON 0 "o 1 6, 0, 1 a o E A ViE 13 AN&LS GAO,O$ (201-0 BAYi 506100 _GL2904 tzol-o BAY) (241-0 SAY) Z t9, EAVS=116T 7 (24'-0 BAY) (2d -o BAY� 5R2701.4 006120'-0 BAY) 1, �24�-O SAY) �--4L29,04� CZ4' 0 BAY) T7_ 54 iLJ. roL320'2- ;70 bAY,J C-Av�, L 0 a 7 Ll .4 bAY) 6P200 I rVOWN (ZeVNT e,0) 0 201 1'rUeLl N e4 NT W) CD 6PI luil J41"./ /A ui 0, 10 uj 53 2 0' �,Al�!_�) N N D U) 0, w -1 !% 0 C4. 0 4 OR -T P. -7 fal-Agg CUR& Tlip 2 1_0 I, PEMMETER It . AROUND 2FwV1,k PER 0 6CAM AT' END BEAM AT END r.- -, 4 �'I, $ k Z I"= �'I' OR. 22'- -0 2, o -A T AT END AT END --j Oft 4 tto R 0 OR 24',o 4 V� O_ 24 -0' OR, 201-0 S 4 20 0 2 0 MR DAYS - 141 -it--ij, - ­­_ E NO INTFRM, END BAY BRACING PLAN RQOF FRAMING, EETING AND NOTES A 24' 0 E A V E I NO MORE THAN 0 (SIX) CONSECUTIVE UNSRACEO SAYS B�TWEEN BRACED SAYS. 2� ROOF 6 WALL BRACE ROD$ AkE IDENTICAL FOR R.F AT tNO OR P56. AT END,, BAY. E AVE STRUT a GIRT.,_P..IECE MIAR�K.S­_ 3� ROO� Ek WALL, BRACC ROO 01AMETLR$ ARE INOICAT6D IN' EIGHTS OF AN INCH 'BY 0 1 24'-0 BAYS, THE FIRST NUMeRAL Or THE RODS PIECE MARK (cq� 4IR2108, ��' OR !" 0 ROO x 20-8 LONG, - 0 13AYS a z _6� 66 " - v S E 2 01 4, STANDARD SPACING SUPPLIED FOR END SAYS. SIDEWALL F fi AM M G SHE TING AND BRACING GI.RTS i3P2 - 0� BRACE 2 BAY$ MINIMI,.IM FOR ALL SLDGS THIS SHEET. 0 ROD Df� SHER H A. __.!ft E X m PO 2 t 0 z __ 4L_ "P. N b BAY WFOIT I. N 0 BAY INTERIOR A �L �fs cf� MFO21 �LFOZ TY01CAL UP022 MFO I ENOWALL, OIRT LINE (--—SEE LAP m FO 2 7Z16 HJ-TCNSiLE 01-MENSIONS ''M F a' 2 2 AT _117 PURLINS- TYPICAL RIGHT W W tAFZOS TYPICAL UNLESS 'NOTeD P MFO�Z3, ''M FO 3 3 OST 6 0EAM -TOP PURLIN -0 I - _�v � ­ r I- 0,x -1 MA.0HINt 4 END COLUMN'S a �1_ - - - - A k -I.;! RACE 'ROO MF005 va, CLEAR, --RAFTER CA 4. e A TZ,14 Hi- ENSILE H E x NUT RIGID FOAM I PP INTERIOR RAFTE Pu _FU` OF R 0. bIlVeLtb WAtHtk IN LI lZI! :,o� WN 0 94'-6 til- Tl_ -f' .;X-� 1� It ­_ z C:U T WASHEA END COLUMN eNb BAYS Ij 11,11, 4 , - _4 DOUDLE FLANGE STAYS XN t i WEBS 't OWN WE (S)� tLEV ALL BOLTS 9,16 IN. LL 1:' � x I MACHINE4; 0 �A OVtOSIZ0 HOLE MF6015 0 T TAt. to TOP PUAWN7 0 1 b CAST 6EVELFID W04tft OUT WAW4 ALL B OLT A x I k IvB RJOID FRAME NJ-T!S8WLf' 1,1,14 HI -TENSILE 1 1;j 0 x I FLAN011 !�TAYS, RAFTE" Hex NUT. k0`0 SlDtWAL�_ 94'-0 WOEWALL- TYP� WHtRJE SHOWN ViA4K-V_VP AWOLs 'LIGHT GIRT OP904 GIRT GIRlos MFOO13 4 x 3 AJ SMOTION(s) 4 ON FRAME E�.LEVATION - - INSTALL . 4)t 0" 82 BOTTOM MP005 ALL BOLTS 1, -BOTTOM PUALIN go"LT FIR" <0 D Pol�l LIL. -A, .,I-,YP, Sk"'A GIRT cl 0, 8 Pu LIN., I PL s AY TYMAL NaN .0 ONS., CONNE0 NTINUOU RLIN. PURILI S E R., R., R., R., U - - - - - S I E R., 01" NN LANG TYPICAL AL RAP TER CONNECTiM AT rl PST INTErIOR RAPTER, RIO" EXOEPT, I's INTtRIOlk RAFTER 0 or ............. y (wryy"'�'"r"�,"'ry,4y '4`^{^5t,. yrn ,y ",-,'S 'P" a ,5'"" �';T,-.'..-m 'p^•t" C-eS"Y _ [r'r""`-gibk • r^m- U'Sra yg --ti, -"Kr-r n'-,` rt` +y_ 9 . v $ :, f• L31 µ'i4 1J � � ' �yk t+,ij'S ¢ 8� r, � ,rtl`� I ' a ! , � is �� 7'•, t 5 � 1 :i'�f "'�� / r ��,'tx lld '•Y A rM1J hr ly c+ � �7 I 6 r.3`n , Y H C l "1 , e i>r AK r 1 + , 'ii . J :' � �'.• ... � .�. FYMI�YMkWRYIi��, `,i�F?fM�Ta%i�f- ,_Yi7fMry» II i elJ41. 4 .q:, ., ,•-,� - ++'x ,.,p;asi�h-#+.ia:.+w qy , syp`u.;>��k'�'�.�'a0.4-�u.,, ral4. "�•;,���-Jk,'Y Fr �xt� .. ..St Y�Sg it .. lW a 1 w 4 •� y'. � x . 1' tie i I , u y a lv� wk ^ JI r u„ 14 3i z - , r, yY I i : f , J i v 't , �� � W V F" Y �! x ,��ti��,1111.r��4-,,,, ,pyo, "�„ < ,.•�{4'•,+y„',' �i m 1"+"«4'. R' �`+�WF 5F`", 15 :hM' M � (�„�) U' k <. 1 ! ^ �.*h W ... ,. , - 3 »: 1 '', +.Y"sr... '#.. t� .� � " l ,•;.. .. ,r h ',,. � :: ,^) „ a lir ♦ : a w a+. y�, .-;m.. � .' : .. , ,au u,.,,, -- ., n ,, y. ns.: ,.: .... ri. ,, .. -, .. . -.� y'i".: .. ..x .M -•i.: } `t.Yv''. 7.. _ ,: .. � :. ,. f.. S , .-.y_. i .e. ), •.w Y ::( u.7 I �,lil h •-iW..w Wyu' b .e(; ,?,,'y. - . �" i,fm k' Ib: %. 4.1 H ry, 171 p Thi's building iss desdigried to withstand the f.0110wiii Ioading corabinations I - Doad and Livtl 2 Dead and in or (sej-smj'-4-&!v*) in whiah, case allowable stresses arol int=ease<1 by 3303yot, DESIGN LOADSO a pSF live load on roof she'et-fl -Ind purlins. e.W . vE� ;I�i fi:ame connection ak pSF ijload on frames a ,tely psv wind It -.)ad e,..,uivaleilt to i:tPl) roxiM4�all A�gKPH on verti-,cal cjjrts,,, wind columWO accessories,# diagonal bracing andthelir connection sp 4nq aead load on frames and frame P Sr, f r. ami -r;�-ramea and In PSF4 spri-nRler "lead Ivad On y.,,Url.. St frame connectionso frames anti other dcad load Orl rPuolins trame connection's PSF total dulad 10'ad! It is tjjQ- rOSpOj-jGij-)*j*.ty of the customer to NOTE z Q w*Lth 1,0calbu"Iding authoritles tO, 1, asceIT,,ait, jhat,-jj)()ve J�iads are adequZat,C fOr the buildilIq code roquiireuic-�Tits** souJ6 Bulildinqs will not be respons:1-Lble for, I any loads not melltione,--I abovei*l 4PI Soul e" contract No - JO Dates k :1 v 40 u Ll Ixv DEAD LOAD LIVE LOAD r'.0', 1 1 � :11111 11 :-1 1: I zzr,-'—'"1 ,.�. m .." -O.. � - a _________���..'111 4 , .... . '"___� � l 0 1 1 _j; 4 A a'. j I HL HR HL I Hfz �L HL ! 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'­ '""' _ """ "'A a A 4 Y RIGID FRAME �G.RIGID FRAM EA LOAD LIVE LOAD 2' rl �_Z 0 H L flil HL HR HL + A 8 x 3/81 0'-92 9x 3/sx 0-1 V A t VL VR BASE It BASE FL R VL L PB202 X -T A Nb WW #'3 �n"% . 43 j�- 4 0 Al 25 i24_2p WWI w W40 210 s e w I r4p, A -0�AY Y"i bl, 4-5 4 4 4 D L IVg D a ri LI (7 _J• � L 11),", -AD LOAD LIVE LOAD. WIND LOAD EA61,9 't.L. W",t o IDA DEA ��'OAD I L CL HV aVR H R L t I L R R V 4 H R H L VOYR H R , # t RIGtb FRAME 1 13 x 3/8 x 0'- 92 BASE k PB201 0 _j 7 0,� -A E- '1`12.601 h NCHOR �iall# A V- 1,4 N C H 0 R 0 6.0 �.O 1 '60 1 2 1 A��'q 1. - �� f . - fl�_ 2 .8 98.0 , 11 .0 'HOOK �O l?OL6TS w BOLTS w/3 HCOK v %j v j:m 6.6 aj A0,8 121) 5 AN I 3.6 3;?. 66 4.0 2- x 0 .3 3/16 1 0'- 6 1'-3 NC AND 44x3x 1/4 x 01-10 I �O -i8uLTs W/3"HOUK I, �10 E D WELDED ON 11 5.6 .4R. a�.s i-81 2«9 24.0 a 7.3 1 1.4 :3. 0 7.3 6, 1 1 4 4ND 4 3 x 2 4 6/(6 A W5 00 ITYP) A B 201 (TY P) T- I 2.4 3A 2.671 8 1 .7 '",rj 3.6 2.5 28.8 2010 8.0 1 2. 5 4.0 �-8 32.012P.. 6.7 1 4 2. 1 8 O -'S WEL GrL JN 2. 1 3.131 2 124',01 I,Z., V,� 9.4 J,� 3.7l 4.,A 2.i 2.3 7.8 1 J)P AB200cryf-, /V f [�A DE TAI L I DETAIL. 2 DETAIL 3 cr a3 l '6C7fl OC T 'nllIdl I I I �l SPAN EAVE 121-0 S 17E 1 /so x IL3 )12 S 19- LOAD , t ,j12 ,02 L AD ANCHOR BOLT$ A H R OLTP 7 A.8.4ARX8.P.MAlRX DETAIL# E S.P. NOARK Qb�A I ABZOI PB201 )A 30 L D iA HQ��.JBOL 7's, i0--1 M 'Dif SIZE All -MARK S.PARK AIO� , 4 L 01XI) ,H i iA. BR I<'; B'. P. AMA'R K; `DF TA It!' I - 801-0 -6 14' GIVEW=41N Ip P6201 (SEE NOTE 5) t x 1"l RIGID FRAME d I _-V11 7 SPAN EAVE 121-0 S 17E 1 /so x IL3 )12 S 19- LOAD , t ,j12 ,02 L AD ANCHOR BOLT$ A H R OLTP 7 A.8.4ARX8.P.MAlRX DETAIL# E S.P. NOARK Qb�A I ABZOI PB201 )A 30 L D iA HQ��.JBOL 7's, i0--1 M 'Dif SIZE All -MARK S.PARK AIO� , 4 L 01XI) ,H i iA. BR I<'; B'. P. AMA'R K; `DF TA It!' I - 801-0 -6 14' 1094)x I! -3 AB201 P6201 (SEE NOTE 5) t x 1"l 1*82W 4 Ox 4 . I B 18, - 0 or 2;2 1.- 0 4 0 -3 ABZOO P8200 PB200 I 8(txil-20 0 z P. 18' iT to WT --io-r. _0 PE;200 +- -A IYOXTITZ- 7 "AB20TE 1'- p a P. or, 4 11 01-:14 4 1 -,,?- 24'-0 I80xI'-3' AE _LlBor.. - �IABZOO PB202 2- =ABZ 00 T/800!-3 _ L p 132 E L 2, 17/8 41 x I - -co PBP-02, -.4yy ► N HO -1 All 4 1 �l ANCHOR BOLTS FOR RIGID FRAME AT END z 0 n (SEE NOTE 5) 21-158 18, - 0 or 2;2 1.- 0 0 4 "-rEND BAY WITH RIGID FRAME to WT rr 20'- 8 ANCHOR B 0 LT W/3" HOOK - A82,-02 (TYP) -co 0 cj N cr 0 0 Z 5 to 0 0 W co Hw 0 M N # T 0 6 z 0 n 0 to WT 20'- 8 ANCHOR B 0 LT W/3" HOOK - A82,-02 (TYP) La 5 9-1 'ANCHOR OUT TO OUT OF CONCRETE 20'- 0 or ?4'- 0 INTERIOR BAYS AS REQUIRED BOLTS 3"' HOOK AND 44 Z x 1/4 x 0-10 J' 8L N AB201 (Typ) DETAIL 4 19'.0 or n' -O I'-18 ANCHOR BOLTS FOR P it' END BAY W!T H F-10SOT P. FIE AN4 FR A M L AT r. N D ('-'z,E E N, I c. j 16 1212 ;7 CL AL, C.Z10 of l* _ -Z Z) Q x 0 8 ANCHOR BOL w/5"HOOK-A8202 (TYP) DETAIL 5 D E T A I L. -6 tocoj FOUNDATION NOTES I CONCRETt CONTRAC' OR -SHALL PROVIDI: A LEVEL SLAIJ AND FLuNDA - 'riON TO WITHIN i/a INC,, TOLERANCE IN ANY DIRECTION. Ill SUPPiRTING POINT'S FOR COLUMNS SHALL BE LEVEL ANO TRUE, AND cli U) ANCHOR BOLTS SHALL BE SET TO WITHIN 1/8 INCH TOLERANCE OF W D I M E N S i 0 N S SHOWN ON PLANS. z .0 2. SETTING AND LEVELING OF BASE, PLATES (FI CE MARKED K B. ) AND CLEANING OF THREADS OF ANCHOR BOLTS, OF CONCRETE OR OTHtfl tEBRIS SHALL FOR R. F. ANCHOR BOLTS, SEE ABOVE -ld' ". BE THE RESPONSIBILITY OF THE CONCRLTL CONrRACTCR. 'CHART FOR APPLICABLE DETAIL- 03 10 0 -f -0 � 3 BEFOPE SETTING ENDWALL BOLTS, DETERM INC WHETHER POST AND SEAM to 0 OR RIGID FRAME IS TO BE, U�ED AT THE ENDWALL. USE THE PROPCR ANCHOR N 00 BOLT SETTING ARRANGEMENT ACCORDING TO tHE L'F.31RED ENCWALL TYPE, A. ,ULE STEEL COMPANY OOEs: NUT AbSILME ANY RESP0NbI81I,jTN r - LSE lIGN ok GONSTRUCTION OF THE FOVNOAl'I'�'NA ON ILQ�)R 4k- �0 CJ R THE A`TItNS OF FOUNUATiON SOILS Sk;vf)QR I NO THk u1j0 it,0G"4 to SIJE,"IFICALLY C�j 5 Null s P PL Y ALL LRAWIN13S UNLESS OTH RWIiF ul) IM + (\I $I Al". Lp _N ANCHOR SOLI SETTING PLAN 2 2 ANCi011 BOLTS FOR P,aB FRAlyr, AT FNb (SEE NOTE 3) w w Z 0 Z to 0 0 < JO CL 0 - I mno Z. < its 445 0 6 z 0 0 to WT 20'- 8 ANCHOR B 0 LT W/3" HOOK - A82,-02 (TYP) D E T A I L. -6 tocoj FOUNDATION NOTES I CONCRETt CONTRAC' OR -SHALL PROVIDI: A LEVEL SLAIJ AND FLuNDA - 'riON TO WITHIN i/a INC,, TOLERANCE IN ANY DIRECTION. Ill SUPPiRTING POINT'S FOR COLUMNS SHALL BE LEVEL ANO TRUE, AND cli U) ANCHOR BOLTS SHALL BE SET TO WITHIN 1/8 INCH TOLERANCE OF W D I M E N S i 0 N S SHOWN ON PLANS. z .0 2. SETTING AND LEVELING OF BASE, PLATES (FI CE MARKED K B. ) AND CLEANING OF THREADS OF ANCHOR BOLTS, OF CONCRETE OR OTHtfl tEBRIS SHALL FOR R. F. ANCHOR BOLTS, SEE ABOVE -ld' ". BE THE RESPONSIBILITY OF THE CONCRLTL CONrRACTCR. 'CHART FOR APPLICABLE DETAIL- 03 10 0 -f -0 � 3 BEFOPE SETTING ENDWALL BOLTS, DETERM INC WHETHER POST AND SEAM to 0 OR RIGID FRAME IS TO BE, U�ED AT THE ENDWALL. USE THE PROPCR ANCHOR N 00 BOLT SETTING ARRANGEMENT ACCORDING TO tHE L'F.31RED ENCWALL TYPE, A. ,ULE STEEL COMPANY OOEs: NUT AbSILME ANY RESP0NbI81I,jTN r - LSE lIGN ok GONSTRUCTION OF THE FOVNOAl'I'�'NA ON ILQ�)R 4k- �0 CJ R THE A`TItNS OF FOUNUATiON SOILS Sk;vf)QR I NO THk u1j0 it,0G"4 to SIJE,"IFICALLY C�j 5 Null s P PL Y ALL LRAWIN13S UNLESS OTH RWIiF ul) IM + (\I $I Al". Lp _N ANCHOR SOLI SETTING PLAN 2 2 ANCi011 BOLTS FOR P,aB FRAlyr, AT FNb (SEE NOTE 3) w w Z 0 Z to 0 0 < JO CL 0 - I mno Z. < its 445 I 12 A I 0 r3 TYPICkL AT ERVC S,'i'!AC+!7� �11.TIFFi<t r �, I 1 r COATMACHI~ � Lam MFOO7 ;, ► L 4x44 F.ANc ► _ r !B l LUM I O.AY , TypicAL Craw 7� 96 co N I 1tMElz 69OWN w � `r ice_ .r1 i k trrAfi c7m As SNOWN C i � � i t . ? i �2x-44xQ 41FL.C, f'- ON A � O ct,2cLE ......�.._.. Fp a CLFA2✓x' 5�� W � It2.x o "6 Fj.C, ' Tp - 79 34-A O.'- 8 FL& f (T -Y P) q 2*x !2x 2L4 Fv, 9 (�Yp) .mRICA1_ ry P. KNEE DETAIL 0/0 OF rm 1 Ae T5 '7,6'-,0 12, 0/0 OF 2AFTEA WEA 40- FIELD CFISGC DIMENSION I r �. 2- 1-.4 MAC. ouTLG.02.040915 MAN ,ou7�x FL.PF3O LACE �T.rj 1 ►`i' INNEIZ FLO. _lt _ . 7'' 1NNraKt. rL6 :._ $ � 4 - /.Gs n 4 x o•� NC2C� � MG2 �R 511 7*)( ►-� AFL;�� F�'aQ� PB202 'B Fo; - i opa' vra5 , ►� � Zo �autrs , W112 34'PY 2 N.S,Q. 4 .Jg5HUeo PB201 $702 IekI4&eA� Iit$���i 'FOC I�1 � 14!-r;, Baa MFOI S _T_.'i� 'd'C�, 11.. 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SAT $ECO FLANGE OUTER `L; x WIDE` .- T?iK w - RAFUR ]DESCRIPTION ._ jo 04FR FLAN6E OUTER FLANGE WJEtJ LENGTH, INNER -f LANGf, 'T" CID14T *Z50-0,250 0DENT CODE .fT SECTION FLANGE OUTER FLANGF,F LENGTM INNER FLANUE OUTER ThK8 WIDTH TflK .. � 4o3 50,50 o I So 501501 d188 Q*����� � � � W1 THA& EN _160�r 400*0 COLUMN IMG c T RAFTER 'A lyo ,6ov -0 CODE' OTY 90 a � a s mt r O We 'SOS HocaLOAD1114 DATA SAY VACV-46 DEAD LOAD LIVE LOAD " ° . w LUS/FTZ *5 W6 LOAO CARD 15,00 isto TYPE IDEM CODE Of4poTED IMFEET LA 4 eLeis_ - T 7*20 rit, x"23 INCHES yx 111#2459: I H t - AAA Sodom r " � - s"`s..°t-n'�+t�a`+a�-''w.�tc �'�r.s=•_.�:.rsu +�wr.s.+rsyi�u=+arca +�f.- - , .- -. - -. :a .. a: r -as mow.•... _�', n a, _ -SOULS STEEL Ofila FRAHE ANALYSIS 0090 FT* SPANO, 16,0 EAVE. 14TH LOAD Y PE S `4► DIMENIS 1SAND PROPERTIzs SECTIONAL JD1MENS-I0td­QNt"ES) FLANGE VES OEFTH OUTER AREA c 1AX RXX. 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IZNQ >_ Im1 #1139084 -,1 : � -2 '* 2'3.x' '2*3 1 #7 sF� �� � ' � a � o-1 9a3 -ko,36 -2o,4 9r #I Zoal z5a 6 4 X103 16og 16o1020 96a . 23 v7b*ea 8454-Malo- � ,1T` !R*2 eb 107 709 0#104 1742 0*9 .fit 1 4:&T - .9 ' 4*b Z5* - *I }. ?` - 1 3 A -:- _ 21 0,51, =T M D i -- r A o p FAQ L T G FAL D COOF FANW,0 (e" M X, '1124A LFC 'INEt? TEIMP PANEL 6 TRIM CASCADE CATIONS R� INSTALLATION. i.. .. S'L`IM � �aEND TO ~.•.w; »,, a� -- GOOF �NFIGU�A?IQN. � f'IEc, E�.�._. � LOOF PA N51 6 I, . (: 1 KtiN ,4 W , ".••.,.. ,ap �.,tea 1 ".�+....�ti�+i i,w j�.'^f "' SIE imM �4e AkIVF i ROOF Y �"""`�- r �` ALi, FA7'TCNCRa ARE NCX, NCAO WIT" INTEGRAL HEAD WASNCM,w s PLUS CQkiC1A1. NCOPOtNt WASWCR, UNLCSS OTHCRWISC 'NPTED�l PANELS, 11 #14 X/ SgCCT MMI. lClSCV4 WiTNTPK A d THR[ApS. (FIOOF 5YOC LAPS: MAIL PANELS AND 1"hIM 1 „ `��.,. � I � 'A1C �, . _,,. , . ..� '^ , '+ei,. -- . ►•` 'fi^w " -.tee... '" ,. , . ��`\ mrQ04 - :� 4. 4 .SC" r-TA.PG I NG 3 • W 1 .. -._ P : tt.`r is '•-•,-.. ""�`=-..-•4 ,._ "'�."",�„`§` „ ,^.. _.: �""�" *- � 1S �`"'�„ � X 1 it L CREW TN "TT r B yy �. ac- .�._..., w;, _, -.; k'-: ». �, �S"�..,. i^R.. '•; `-.. ,, '' 7ldpCAtl%p lllOtTt PANELS TO aTRUCTUwAL W ;�r ^^^,•- ':a. �'� `..-,4w -'�*. * '�'.:,., � „ �'] �.. 'i �".. 7i :Jeri. .S GASLE OA-* y�```�t, tl 114 x 3fiSTAINLESS 9TCil SNC2T METAL scacrs y f TR$ 4 ,_ --- _ _ _., wlTn "TYPE A THNKAos. REPLAcI[s MFW?) �_. MF2lN+ - fillx 5 4 s`rAlNl.e s vmfl. ;;c P Nc . �r .<......--_..:z- ., _R •-,., ..,�„_�..�.. ._ :: �.�....._ _",�� `,�'^,^r- •.-.+..C.-. •-��- ,-:.�-:.'�w',.`.,-..`.�-.,,.�.�_".`. ,��_ .�,..•,,,,. ” "'...� : "`r .� ``�`:�.-., -cam, „.,.. .. _ 'l�"-....:.'.s.. em'` . ��.: e',,";r,^., sir._..0 �t .w�moi'"'. t,rt I G • , s�, !,' � `� r F "a. 11 CS t~ z SCREWS WITH 'TYTHREADS. (R[PLAcC S MOOb) i ".�,..:wq. HF206 012 X j SELDRILING SCRW� "TTPt B Tqp A GAbL. D STCKL EACIENPR[NE' wASI[R RCrLA S 5 LF DRILLING scREMs, "TYPE � M �t7 /1? x I r/8FLA� EN YMInTHREADS AND STCCL SACKED N OPRENC wA3HCR. (RfPLACES A.r�. ,* ,. C`IDGIi 6(GN.?� ,. E ; ," i... -�._<, ' MF1�44) F.fr.,a ,�'aRM CAVE •�•pN 7 f.' ^ • r Y mm)i 1 14 x f4 NOUNO HEAD SN.ET NOTAL ARCtdS 1cIR�,�E At$ FIT EAV i"t2k1YC J „ � . > wITN T r A THREADS. N �• ` `, 0 n 9 / T C TN E THEsc CADS HAVE .A %g E702i a ».. �, .: �*Are .. . L �•• +1 ( n r j �.rn.. f,'�, a w Y :n r�`,DW 1 Y TOM INTO I�^A V'4G `^ a..V�pL'✓' t�'�1.. _.. 3 d.. � ..��� �i��1�.a. C. (ei'i IYArw Cr. trH Q� FV Y is „ DR.IVC SOCKCT AND A PLAID NEOPRENE W ER(REPLACES s I'' LE °rib „ O,r O. AKH a � � "� � ' . :» •:.-. � ;; . , t ASTEt��Ra A� �aFiw'1W1'[ ,i!AN1;--1.Gt M KNOWN rA , cNE�,iZ i , kFt� ON vALLB ONLY) t kif w 1� t°f ; f A D 2, Hein' rosy Fia•It NRR $ Gay • Ntl , d; : r , .. I _ �wCr fir: A ]1yi; D E T I ;. ' . � ' , w I, i , ,...- t ■ � HgliS FO'R THE ATTACHMENT Or rANCLS to 3TRt7tTURI,LSy (PURLIg9 ?.NO'G18TS) AR[ TO 'l![ o,RILLCo WITH 18 :ORiL' >, '. . , s • ,� • p �, MLLES .. t� 0 t ✓ p "S� ° I; ;'E � �411�. LF v� ��v�IZSE rra.5�' i�v�� � FowSTITCHING or PANELS aN ATtAiC�NN[tT or TRI LicqG GA, SNADnWLlNE AND rLA5NINGS AND TO OC o4. LED VIfiN tOoF �Ears 1X DRLLS. � I.e INSIDEPANEL AND 6'�.L (( 3 MAsT1SrAt r, COMER at ,a 1A4 LONG 1200E Poor PANEL AND. cAtiLE TRIm SEALrh Is aO YL I FA6TSNEZ, L'fi2 O0 MASTIC, 1/4 11E8E h fit CXTPUD£D SINOLC BCAP,, PROYtoto AS +� �` . � , • � . ' � it ., :, s'" �:. A,,.f , „,�. n ' • _" L � � ^ n I; I ,4, �' " }--- II� I STANDARD AT AL��,� LONG �aQF RiOr PANRL tNLA PS ON 112 ti LDG3 ALSO OPTIONALLY fdq use AT RoorDp7AVAILAaL r8/E zENER9 I2„�.C. ICNAL ��IDNA�r1��Fi �ANCL s1oELA05 AND UipLa GNnLK Th,k.�cAGvASTIG C1,05U2E *Trip TRIM o` ^ r. 1 t 4 t >:1sxSLR� STe 1 pa s g "�' � ° • .;;.�"°' 'j''�y /�/'� + �� NI.Q RKNC OFt FOAM TYPE CLOSURE 3iiCIPS' ARC AMAILA;1pLE i �if�4.1'4� "�� r Y�� r AS oemIo"AF ITCnSt AND WILL 9C EITHER "t 05M TYI'.to ,. ” THIO iSOftrT1RIC IS INTENDED TO SHOW GENERAL �.,��" " ""-"'l up "ovsstat type" AS INDICATrb 04 Tr,K DMAVMNCZ, SHEETING ARRA M - TIONA> OUT,51 t~ - ••...._ �6 GA eH . M L C'LOSURC STRt-s MUST aC IN3TALLC0 DEFoRE NAxv. OR, TRiM w w ns OUTwIDE Nth EfdT ONLY. P 1 D T` /i�/� 1 , 3 ^ ^^gyp �' f5C�1t3 ` i —.- ... ,..�« =1�{V Iiv� ��Gili rASTCNCRS AWE APPL,C0 To .'Im+LY HOLO THEM la PLACr. no = TRIM STANDARD ROOF AND WALL PANEL LENGTHS �` MAY BE DETERMINED BY THE FOUR DIGITS e�`' LONG iVALL ' ENDPLAY o 5 � a14 OF THE PANEL PIECE. MARK, THE FiRST �- ,, � F1u1LDING MUST QE scnahE AND PLUME V/EFORE STARTING � THREE DICr<flTg INDICATE THE LEtVOi`H IN �QEG �' �' pUEI»IN TIM APPLICATION or PAHEL54 0 ,� a c r _» '-�s SAVE STOUT—� ANt:1S SHOULD fi[ IMTALLCO WITH THE QOitALK lkld LAS � it INCHES, IVITK. THE FOURTH DltiiT INAiCATINd- -4 :OlvC'. WALL,rAtING Away rlo•I TIIC 0i0Kc410N of PhCVAiLIAIG WI►IDs. c Q, FRACTIONS. OF AN WCH IN TENTHS, ENtDWALL +' IAS • emeQ5 d 12 0.0. DAMCL3 COVCRACC (361 .sNOULD OF CHCCr1Ed EMERY tW1 R LVE P E,4• SH3E73 >0 327510 INCHES OR .27i°�" CAMELS LL-� ^` PANELSL_ •�' 021 FC[T TO 1NaURC PROPER ALIaN.ICNt, Zj G I►t11LW41.L P .S.EL3 ARE TO DC ATTACHED TO THE CAVI SVAVT J �I ";�`' ` 0IRT3 AND StLt :ANGLE A%ROUND INC BUILDING PCRINLTCRR ' �q t �y % f f+ A 4 6 THRU TMC VALLTY Of" TMC DOU81,C RID CORRUGATION NMTN 14S6.i. �IlA 1 V!�'1T i 1 I C D E' T . I L { D E T { rwr, 3/4 - L.ona imrT METAL SCREWS @h caulrtt rNT I?" O.C. " ` rr.wP zrrsra�snwP w WHERE q I RT SPAC .KGS EXCEED tl t"Q QsG PAPIEL3 VILL .Et n' G n,..r. _ ..ww.�.► STITCHED WITH /4" LUNO SCREWS ►N THA WON CORRVCATIO v ? II Or THE OWCOL>AP'P I NA PANEL, NI OWAS EtTWEM KUPPORT3. » ;, a (^ C T 7 7 ,fZnDr :PANica 3-2 i LONER Roof PANE1.4 ARC Ta aK' iNSTALLco rlRST AND is 2 MUST 6E ALIGNED ACROSS TMC OUILDI.WG ON VOT'H $lot 1. Uva MAUL ,--WALL <�At�irl.S '" 1-1. -" LOM& ROOF � res I o m Cv it or RIOCr, To ALLov POOPER NATCO WIT" RJOCK PANCLs, � 4'A EL C,OV6i1tA , E to z � P t -�-• � °f+ ' FASTENERS AT � -- - � � ENDS Or PANELS AT C.ANCS MUST ALSO SC ALIGNED TO a s " ,go aA.� r I ; C3IL,L. ANGLE �' 2 PEC2 FOo . , `LONG . Assuptc A umirrpt" PANEL OVERHANG* o u AVA LAbLE � Ap ,Iy�.� OQ d T c PTIoNAt„ J�. --- .o �P I „o I .» c, ► a C P`i �+6L•A 1 ' , ... �._ ,. �. ��, ._ __ _._ Poor PANCLS Ahi TO 00 ATTACHCo TO tN[ CArC i�YRttT AND Y!' LC/SL t 61DELAP FA5 ENPA26 UTRUD6D 6INGLE T. I taURLiNS 'TNleu THE TVP Of tqe HraN COR1tUtATiullS WITH "Dt„m .M ,6. ., < .�._• *�T3tI - " EXTt?Uf D MIDWAY 6ETWEEN M hP,,,"„ EAb h+lA5Yi0+ 1 1/4 LOMO SCLr TAPPING SCREWS or COU1VILCNT Sit O.0 E..lEYApom a _ DRiV �IrS 51NCaLE &EAD MASTIC,: , UplsOPLTS. }� • � I RooF PA►IEL END APs AR T K • 3� �' 6' EEG 6 OONTINUOU5 i� 1 1 'C t o AVC OKC CONTINUOUS MASTIC ,I 1' d[ANr/ (STANDARD 00 112 DLOGS., OPTIONAL ON OTMERS) 9 4 rl 3 jp ! 6 G tocxrcv attvcrN LAPPING PANCLS OVER TRr SUPPORTS AND I tIST4ii�.61.� I SW (2 C#cNjECt "� FINISH FLOOR ' •... , � � . INLINE wit" YAC rASTENeh3. ,"�'"I ( Iy I *.� UPPING PANELS ARE TO BE ATTACIICO THRU THC TOP or . 1° �+��� i �,•t� p s -'- i r r THC MIEN CORRUGATIONSWITH 1 4" LONn-SCLF TAPPING Biw ;SaA("r v=i'�$, .:r"+!. L,Jf+.M1'�I�r 4F�I✓ '*f q, y"._-""`" � •.- `-� ,. ,..... .. - "Y��, ... 1?'.'.' ti , P,�F SHEET 1 &CREWS: OR CQUITYLCNT t1 TWO (2) PKR TOOT.. pL1Rl1I�1 I ROOF 3iDF. LAP FA9TEKKiIS ARK T13 dK / " %Qua It1atCT , .b D 1,. i2, lr G T 1 0 N P3' �14N�§�. ia�+EF3 �G+EA.C7:G` � { F �— INSIDE FAGS ' PANEL MtvAL ScRKWs OR rau1ViLENv A►rG ARE TO 4E LOCATED IN 0 f H I: E T 1 ?J G TNC OUTERMOST' HIMI CORRUGATiON OF THE OVCftIA"INC ,+ KT iI � p O PANCL. SIDE LAR rASTCNCRR WILL OCCUR MJDVAV t# TWrC* tin GA, SOULS SI-kADOWLINe CACN PANEL 4UPPORT. Wk$t OPTIONAL $ICKLAP NAM4 GI' I ANSLS WALL AND WOF . I5 U%0C ONIC CONTINUOUS NeA"o SHALL SE PROViOCO,, i I LOCATCD dCTwCCN 'TNM LAPPING PANELS,, AT THC TOP Or THE N;tOH 09AWATiON ON THE UGDCRLAIPP1 i0 PANCL AND 1N� �t//r��t�I L �)) D iN I INC VIT14 THC SIC.CLAP FASTCN."R$:. 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