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Home My WebLink AboutPLANS - 20-00618 - Barney Self Storage Plus - Bldg 15STRUCTURAL NOTES BUILDER / CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PLANS AND SPECIFICATIONS COMPLY WITH I APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING: CODE: IBC 2018 WIND: 115 MPH EXPOSURE C WINDLOAD ROOF LOAD: 20 PSF ROOF LIVE LOAD SEISMIC: 0.55 / ZONE D SNOW LOAD: 47.88 PSF (MAX) ROOF SNOW LOAD SNOW LOAD: 57.00 PSF (MAX) GROUND SNOW LOAD DESIGN LOADS DESIGNATED WITHIN CONTRACT AND DRAWINGS DO NOT ALLOW FOR ANY TYPE OF SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.) SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. DESIGN AND SPECIFICATION OF BASE STEEL TO CONCRETE SLAB ANCHORING IS NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER. BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, THICKNESS, MATERIALS, SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN. ALL STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. THE BUILDING MANUFACTURER AND THE PROFESSIONAL ENGINEER SEALING THESE DRAWINGS ARE NOT THE PROFESSIONAL ENGINEER OF RECORD FOR THE ENTIRE PROJECT. THE PROFESSIONAL ENGINEER'S SEAL PERTAINS ONLY TO THE STRUCTURAL DESIGN OF THE METAL BUILDING SYSTEM. IT DOES NOT APPLY TO THE FOUNDATION SYSTEM, MASONRY DESIGN OR ANY OTHER ASPECT OF THE PROJECT UNLESS SPECIFICALLY STATED IN THESE DOCUMENTS. JOBSITE / FIELD CONDITIONS NOTES: BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATED AT THE TIME OF PURCHASE. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN DIMENSIONS HEREIN. ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING STRUCTURE. ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER BEFORE PROCEEDING WITH PROJECT WORK. ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY. ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE (5) WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY I OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS EXPRESSLY PROHIBITED BY THE BUILDING MANUFACTURER. INSTALLATION NOTES: FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS IS REQUIRED. ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8" (MINIMUM) WIDTH MASTIC TAPE AS PROVIDED FOR PROJECT. ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. WALL PANELS AND WALL TRIMS, AT INTERIOR AND EXTERIOR, ARE TO BE SET WITH 1/4" CLEARANCE ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECTED TO CONTACT WITH STANDING WATER. LAP ALL FLASHINGS 2" MINIMUM AND SEAL AS REQUIRED FOR WATER TIGHTNESS ALLOW 1/4" TOLERANCE AT EACH END FOR PURLINS, HEADERS AND GIRTS. z O GO z o g I io n N W W Q m 0 Lo N 100'-0" STEEL DIMENSION � I (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LE F)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" Z `i STANDARD ABBREVIATIONS DRAWING INDEX 1 LEAD SHEET, GENERAL NOTES, SCHEDULES, KEY PLAN 2 SLAB PLAN, ELEVATIONS ON CENTER 3 FLOOR PLAN, FRAMING PLAN 4 PARTITION PLAN, ROOF PLAN 5 DETAILS FF 6 DETAILS OPPOSITE HAND 7 DETAILS FOB 8 DETAILS OPPOSITE BM BEAM FOS FACE OF STEEL PTN PARTITION BOT BOTTOM FT z O GO z o g I io n N W W Q m 0 Lo N 100'-0" STEEL DIMENSION � I (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LE F)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" Z `i STANDARD ABBREVIATIONS STRUCTURE ABBREVIATIONS AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS OC ON CENTER APPROX APPROXIMATE FDN FOUNDATION OD OUTSIDE DIAMETER BLDG BUILDING FF FINISHED FLOOR OH OPPOSITE HAND BLK BLOCK FOB FACE OF BLOCK OR BRICK OPP OPPOSITE BM BEAM FOS FACE OF STEEL PTN PARTITION BOT BOTTOM FT FOOT OR FEET RAD RADIUS BLKG BLOCKING FTG FOOTING REF REFERENCE C/L CENTERLINE GA GAUGE REQD REQUIRED CJ CAULK JOINT GALV GALVANIZED REINF REINFORCED CLG CEILING GC GENERAL CONTRACTOR RO ROUGH OPENING COL COLUMN GRND GROUND SECT SECTION CONC CONCRETE GR GRADE SF SQUARE FOOTAGE CTR CENTER GWB GYPSUM WALL BOARD SIM SIMILAR DBL DOUBLE HORIZ HORIZONTAL SQ SQUARE DET DETAIL HT HEIGHT STD STANDARD DIA DIAMETER ID INSIDE DIAMETER STL STEEL DWG DRAWING INSUL INSULATION TOB TOP OF BEAM DIM DIMENSION INT INTERIOR TOC TOP OF CONCRETE DR DOOR INFO INFORMATION TOS TOP OF STEEL EA EACH JT JOINT TOW TOP OF WALL ET ERECTION TOLERANCE MAX MAXIMUM TS TUBE STEEL EJ EXPANSION JOINT MIN MINIMUM TYP TYPICAL EL ELEVATION MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE EXIST EXISTING MTL METAL VAR VARIES EXP EXPANSION NIC NOT IN CONTRACT VERT VERTICAL EXT EXTERIOR NTS NOT TO SCALE VIF VERIFY IN FIELD EIFS EXTERIOR INSULATION NA NOT APPLICABLE WO WITHOUT AND FINISH SYSTEM NO NUMBER WT WEIGHT EOS EDGE OF SLAB OA OVERALL m z O GO z o g I io n N W W Q m 0 Lo N 100'-0" STEEL DIMENSION � I (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LE F)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" (LEF)10'-2" Z `i - 12 STRUCTURE ABBREVIATIONS (BA) - I I I 2 X 16GA. ANGLE (5.9) - I I I (BC) - U42516Z 4 I I I X 2 7/8 X 16GA. CHANNEL (9.9) - FLOOR BASE CHANNEL I I I C4216Z 4 X 2 X I I I 4" COLUMN (C6) - I I I X 2 1/2 X 16GA. CEE (11.9) - I I I (DH) - C4216R 4 X I I I 16GA. CEE (8.9) - DOOR HEAD I I I C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB (EC) - EU43512R 4 1/8 X 3 7/8 X 12GA. CHANNEL (8.9) - EAVE CHANNEL (ES) - E64316LR 4 X 6 X 3 X 16GA. STRUT (13.9) - EAVE STRUT (FC) - AS MANUFACTURED - FLOOR CLIP (G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT (HA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE (HR) - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (JR) - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - JACK RAFTER (M) - C12416R 12 I X 16GA. CEE (20.9) - MULLION I B4216R 4 X 2 X I MINI CLIP (P4) - I 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - I (P6) - Z62516R 2 I X 6 X 2 1/2 X 16GA. ZEE (11.9) - ROOF PURLIN I Z82514Z 2 1/2 I ROOF PURLIN (PA) - I 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE (RA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - I I (RS) - E64316LR 4 I I X 3 X 16GA. STRUT (13.9) - RIDGE STRUT I I I I I I I I I I p w I I I I U D N I I I I m I I I I I I I I I I I I I- - I I I I I I I I I I I I I I I I I I I I Z O (n � Z m m Lo I I I I I I I I I Lo I I I I I I I I I x I I I I I I I I I m (HI)20'-4" (HI)20'-4" (HI)20'-4" (HI)20'-4" (HI)20'-4" U O 1 2 (10) 10'-0" BAYS 100'-0" STEEL DIMENSION KEY FLAN SHEETING ABBREVIATIONS (ML) - 29GA. M -LOC WALL PANEL (RL) - 29GA. R -LOC WALL PANEL (PL) - 29GA. PANEL -LOC WALL PANEL (RR) - 26GA. PBR ROOF PANEL (RW) - 26GA. PBR WALL PANEL s c a I e- 1/8" = 1'-0" FASTENER ABBREVIATIONS (F1) - 1/2" X 2 3/4" CONC. EXPANSION ANCHOR (F2) - 12 STRUCTURE ABBREVIATIONS (BA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - FLOOR BASE ANGLE (BC) - U42516Z 4 1/8 X 2 7/8 X 16GA. CHANNEL (9.9) - FLOOR BASE CHANNEL (C4) - C4216Z 4 X 2 X 16GA. CEE (8.9) - 4" COLUMN (C6) - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - 6" COLUMN (DH) - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD (DJ) - C43516R 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB (EC) - EU43512R 4 1/8 X 3 7/8 X 12GA. CHANNEL (8.9) - EAVE CHANNEL (ES) - E64316LR 4 X 6 X 3 X 16GA. STRUT (13.9) - EAVE STRUT (FC) - AS MANUFACTURED - FLOOR CLIP (G) - C4216R 4 X 2 X 16GA. CEE (8.9) - GIRT (HA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - HALL TOP ANGLE (HR) - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (JR) - C62516R 6 X 2 1/2 X 16GA. CEE (11.9) - JACK RAFTER (M) - C12416R 12 X 4 X 16GA. CEE (20.9) - MULLION (MC) - B4216R 4 X 2 X 2" LONG 16GA. ANGLE (5.9) - MINI CLIP (P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE (9.9) - ROOF PURLIN (P6) - Z62516R 2 1/2 X 6 X 2 1/2 X 16GA. ZEE (11.9) - ROOF PURLIN (P8) - Z82514Z 2 1/2 X 8 X 2 1/2 X 14GA. ZEE (13.9) - ROOF PURLIN (PA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - PARTITION ANGLE (RA) - B4216R 4 X 2 X 16GA. ANGLE (5.9) - RAKE ANGLE (RS) - E64316LR 4 X 6 X 3 X 16GA. STRUT (13.9) - RIDGE STRUT 100'-0" STEEL DIMENSION KEY FLAN SHEETING ABBREVIATIONS (ML) - 29GA. M -LOC WALL PANEL (RL) - 29GA. R -LOC WALL PANEL (PL) - 29GA. PANEL -LOC WALL PANEL (RR) - 26GA. PBR ROOF PANEL (RW) - 26GA. PBR WALL PANEL s c a I e- 1/8" = 1'-0" FASTENER ABBREVIATIONS (F1) - 1/2" X 2 3/4" CONC. EXPANSION ANCHOR (F2) - 12 X 1 SELF -DRILLING TEK (PLTD) (173) - 12 X 1 SELF -DRILLING TEK (PLTD) (F4) - 12 X 2 SELF -DRILLING TEK (PLTD) (F5) - 12 X 1 1/4 WASHER TEK (PTD) (F6) - 12 X 1 1/4 WASHER ZAC (PTD)(PLTD) (F7) -12 X 1 1/4 WASHER TEK (PTD) (F8) - 12 X 7/8 WASHER TEK (PTD) (F9) - 12 X 7/8 WASHER ZAC (PTD)(PLTD) (F10) - 12 X 7/8 WASHER TEK (PTD) (F1 1) - 1/8 POP RIVET 2 (F12) - 12 X 1 1/4 WASHER TEK (PTD) (F13) - 12 X 1 1/4 WASHER TEK (PTD) (F14) - 12 X 7/8 WASHER TEK (PTD) (F15) - 12 X 7/8 WASHER TEK (PTD)(PLTD) - BASE TO SLAB CONNECTIONS - STRUCTURAL STEEL CONNECTIONS - PARTITION SHEETING - PARTITION ANGLE CONNECTIONS - EXTERIOR WALL SHEETING - ROOF SHEETING - EXTERIOR TRIM DRILLER - EXTERIOR WALL PANEL LAP - ROOF PANEL LAP - EXTERIOR TRIM LAP - EXTERIOR TRIM - INTERIOR WALL SHEETING - INTERIOR TRIM DRILLER - INTERIOR WALL PANEL LAP - INTERIOR TRIM LAP N TRIM ABBREVIATIONS (BTR) - 7/8" ROLL MASTIC (ICB) - 0 (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) - DOOR JAMB TRIM � R PANEL OUTSIDE FOAM CLOSURE (JC) - DOOR JAMB COVER TRIM (GEOCEL) - GUTTER SEAL (MC) - DOOR MULLION COVER TRIM z R PANEL INSIDE CORNER TRIM (OCB) - OUTSIDE CORNER BOX (OU) - O w PEAK BOX (CM) - DOOR CORNER MULLION TRIM (REND) - RAKE TRIM END CAP (DK) - m (RT) - z o /47_� (SA) - HALL TOP TRIM L'i co (TI) - ROOF TIE IN TRIM (FRC) - 12 N 2 I ick p 40Z. TOUCH UP SPRAY PAINT 0 Ln N J N a N \ O U LW W x W m L0 N ERECTOR NOTE: A DETAILED INSTALLATION GUIDE IS AVAILABLE AND SHOULD BE CONSULTED DURING THE ERECTION OF THIS BUILDING PACKAGE. PLEASE CONTACT US IF YOU HAVE NOT RECEIVED A COPY OF THE INSTALLATION GUIDE AND ONE WILL BE PROVIDED TO YOU. CLOSURE NOTE: (34) INSIDE CLOSURES INCLUDED FOR LOW EAVE. INSTALL BTR TAPE ON TOP AND BOTTOM OF INSIDE CLOSURE (SEE DETAILS AND INSTALLATION GUIDE) (52) INSIDE CLOSURES INCLUDED FOR BASE OF EXTERIOR WALL PANELS. (18) OUTSIDE CLOSURES INCLUDED FOR RAKE. (68) OUTSIDE CLOSURES INCLUDED FOR ROOF AND WALL OF HIGH EAVE. (GS) TRIM ABBREVIATIONS (BTR) - 7/8" ROLL MASTIC (ICB) - INSIDE CORNER BOX (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) - DOOR JAMB TRIM (CLOUT) - R PANEL OUTSIDE FOAM CLOSURE (JC) - DOOR JAMB COVER TRIM (GEOCEL) - GUTTER SEAL (MC) - DOOR MULLION COVER TRIM (IN) - R PANEL INSIDE CORNER TRIM (OCB) - OUTSIDE CORNER BOX (OU) - R PANEL OUTSIDE CORNER TRIM (PB) - PEAK BOX (CM) - DOOR CORNER MULLION TRIM (REND) - RAKE TRIM END CAP (DK) - DOWNSPOUT WITH KICK OUT (RT) - RAKE TRIM (DSS) - DOWNSPOUT STRAP (SA) - HALL TOP TRIM (EF) - EAVE FLASHING (TI) - ROOF TIE IN TRIM (FRC) - FORMED RIDGE CAP (TR) - ROOF STEP TRANSITION FLASHING (GE) - GUTTER END CAP (4SP) - 40Z. TOUCH UP SPRAY PAINT (GS) - GUTTER HANGER STRAP (GU) - GUTTER (HC) - DOOR HEAD COVER TRIM (HE) - DOOR HEAD TRIM (HI) - HIGH EAVE TRIM Z O W w > � N Z= w W J Q > Z< JM 0Z�LJ~pZZ 0w-~z�Q< N U Z wwZOWWm�zz0 Qof�U)0OZOW 0 0 0- Q D' Q O w w w N 0 w� O m 2> O� 00 0 W W J 0 L U)W n o w:2 O F_ Of = QV) Z m Of ~zzQw(nZ:)��i CLW-i p QO�(nOZF- Z cnmOz�OpF- z W O§ E Z 0 L N w 1- ooaw~LL,:2 n Lv LdW��ZUzE- p LL wWWFw0�wo0 = w JZ m Q a J ~�azmQolm �o w a z O 00 Q O x 0 m O U >- W x W m L0 N m � Z _O 0 p w U D m U5 � I- - (/) Z O (n � Z m m Z O W w > � N Z= w W J Q > Z< JM 0Z�LJ~pZZ 0w-~z�Q< O U Z wwZOWWm�zz0 Qof�U)0OZOW 0 0 0- Q D' Q O w w w N 0 w� O m 2> O� 00 0 W OZZ_ J~v�'w cl J 0 L U)W n o w:2 O F_ Of = QV) Z m Of ~zzQw(nZ:)��i CLW-i p QO�(nOZF- Z cnmOz�OpF- z W O§ E Z 0 L N w 1- ooaw~LL,:2 n Lv LdW��ZUzE- p LL wWWFw0�wo0 = w JZ m Q a J ~�azmQolm O U w a z N C.0 as�oo� N 00C)00 L 00 , Q O)0CV (n M � (y) � C c [DWG#21-2390-MC_jE Sheet 1 of 8 Q C:) O _j m e00 U � O L:)W I___ O 00 Q x 0 m O W x L0 N N C.0 as�oo� N 00C)00 L 00 , Q O)0CV (n M � (y) � C c [DWG#21-2390-MC_jE Sheet 1 of 8 N � W � D 0 w m z � 0 � 0 w U D rill f— U) — Cn Z 100'-3" SLAB DIMENSION : O I U O O O I U O (HC)9'-0" O O I U 1 1/2" O - O I I I I I I of 1 1/2" � �� O IISUI U U U U U U g I 1 1/2 " X 1 1/2" `— } I I I I I I 1 5 I I I I I I WALL EDGE NOTCH I I I I I I = } zI 0 1 1/2" X 1 1/2" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1/2" X 1 1/2" z 0 = z WALL EDGE NOTCH I I I I I I I I I WALL EDGE NOTCH = z I) W I I I I I I I I I to W O � z m g 5 I I I I I I I I I I I I I I I I I I 5 m g Cn I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I 2 I I I I I I I I I I N\_9/ 1 1/2 f 5 " 1 2 X 1 1/ 2 DOOR EDGE NOTCH N 1 1/2 100'-3" SLAB DIMENSION SLAB P s c a I e— 1/8" = 1'-0" 100'-0" STEEL DIMENSION - N \ - - - N N N \ \ \ - - N N \ \ - N \ - - N N \ \ - N \ - N \ - - - - - N N N N N \ \ \ \ \ - - - - N N N N \ \ \ \ - - - N N N \ \ \ - N \ - - - N N N \ \ \ - - N N \ \ - N \ - N \ - - - N N N \ \ \ I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 T.O.S. —------ ——— —————— —— —————— —— —— ————————————— ———————————— ———————— ——— ——————— —————— — ——— — — — — —— T.O.S. (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" (HE)10'-2" I r (HC)9'-0" - (HC)9'-0" - —(HC)9'—O" -- —(HC)9'—O" —. —(HC)9'—O" -- —(HC)9'—O"-- r COco ^ co co co co CO I I � O � O F.F. F.F. z& FRONT ELEVATION s c a l e— 1/8" = 1'-0" 100'-0" STEEL DIMENSION \ \ \ \ M \ \ M \ M \ \ M M \ M \ \ \ \ \ \ M M M M \ \ \ \ M M M \ \ \ M \ M \ \ \ M \ \ \ \ M \ \ \ M M M M M M M M M M M M M M M M M (D I (D (D (D I I I (D (D I I (D I (D (D I I (D I (D I to (D (D (D w I I I I I (D (D (D (D I I I I w (D (D I I I (D I (D (D (D I I I (D w I I (D I (D I (D (D (D I I I T.O.S. ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.S. \I MI la IM (D to (D 00 SII ) �I I� I� I� F.F. F.F. 2 REAR E s c a I e— 1/8" = 1'-0" 25'-0" STEEL DIMENSION 25'-0" N \ STEEL DIMENSION to 00 I I I I I \ \ w 3 I I O 00 3 3 rn m ^ 3 .. °) 3 3 ,� a I I I m m orn N I I a, I O I M 00 m I I T.O.S. --------------------- x x T.O.S. T.O.S. 3 3 00 00 00 w --------------------- T.O.S. Q I I \ 00 DOOR SCHEDULE I Cn ❑A (10) EACH 9'-0" X 8'-0" ROLLUP DOOR I 00 F.F. F.F. F.F. F.F. 4 R GHT ELEVAPON LEFT E s c a l e— 1/8"= 1'-0" s c a I e— 1/8" = 1'-0" N � W � D 0 w m z � 0 � 0 w U D rill f— U) — Cn Z : O I U O O O I U O (HC)9'-0" O O I U HC 9'-0" O O - O I I I I I I of I � �� O IISUI U U U U U U g I Z W W CDN O > W Z� O= W J Q > Fn ~ � V) Z � JclIOOZ�w~OZZ 0 U M LLI Z w � WpW<mzz Q��NoOZOwo LLJ w OU � Q Um W N N U S Q wlQiOm2JO�pO W _F -F- ~ 0 O Z w Z _ W� J 0E Q. O F-Z H� Q U) (f) 0 = W O � ~ZZQw(n�1::C�Lj CL Of QLf 5�cnozmm p Z NmOz00p~O Q ZWO��wZOlai � Q Q~Zoww�~=a� �— wpOaw~�cn W ♦w 0- W ��W W— ZU Z p wWw�wO��oo L.L = W J Z � QO J of � ~��ZmQ�O_0] U o_ a z O � z 00 Q O m� W e I Z U (_0 O � 0 00 Q X 0 O � O \ / � X X LL N N C.0 00 N 00000 �� V/ O Q M L � OC) AS Q � O ch Cy.) � ai (DWG#21 —2390—MC-:j Sheet 2 of 8 O � 0 00 Q X 0 O � O \ / � X X LL N N C.0 00 N 00000 �� V/ O Q M L � OC) AS Q � O ch Cy.) � ai (DWG#21 —2390—MC-:j Sheet 2 of 8 � ai (DWG#21 —2390—MC-:j Sheet 2 of 8 100'-0" STEEL DIMENSION 3 (BC)29'-11 3/4" (BC)29'-11 3/4" 5 (BC)29'-ll 3/4" (BC)9'-11 3/4" O I in Z O O I z z O Ln W m M \ m Z ui a OM M M M M M M M M I I I I I I I I I I i R\U IIIIIII U / -2 •' �c -- \ o^\U I I O II NOO I O5'-0" i ON �J O N N N N N ITYP N n n N N n N Cln ) Lo _ WW CA U) 3 3 0 55Ln I (BC)3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)11 3/4" (BC)5 3/4" 4 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" (10) 10'-0" BAYS 100'-0" STEEL DIMENSION ELOOR PLAN s c a l e— 1/8" = 1'-0" 100'-0" STEEL DIMENSION N N N N N N N N N N N N N N N N N Lo L to to to to to to L to o L to to to to o to to to n m m m m m m m m m m 1 m m m m m m m m m �1 roI � I "co 'co "co ro1-coI ib I'coI � I ro1 -coI ip I 'co 'co �1 ro '00 co O (G)4'-7 1/2" (C4)8'-8 1/2" �� 4)8'-8/2••(C4)8/2' C48C4 -8 2(C-8 /2" -81/2•(C4)8'-8�/2" (C4)8'-(C (G)4'-9 1/2" ZO (G)4-9 1/2 Lo NZ m ' m wW (C4)8'-11 1 (C4)8' - (C4)8'-11 (C4)8'-11 (C4)8'-11fi(C4)8'-11i (C4)8'-11 `�C4)8'-11 C48-11 O O . E O (G)4'-9 1/2" Lo N N " N Ld JW (C4)9-1 1/2 (C4)9'-1/2" (C4)9'-1 p/2" (C4)9'-1%2" (C4)9'-1 p/2" (C4)9' -1%2 (C4)9'-1 �/2" (C4)9'-1p/2(C4)9'-1 �/2" (C4)9'-1 p/2" C4 9 -1 1/2" N O •• Ln \ O W (G)4'-9 1/2" Lo 4_T(C4)9IC4)-(C4)9' IC4)-4" --�C4)9'-4�--1C4)9-4" 1(C4)9 - (C4)9'-4" (C4)9'-4" �(C49-4"T(C494�-4�-- (G)4'-5 1/2" G 4'-5 1/2" Lo 0 I (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" (DH)8'-11 3/4" 0o co 00 00 00 0o 0o 00 00 00 4 ao 0) T m O) m T (n O) m 0) m 9>-0) 9,_0)) 9)-0, 9)-0,) 9,-0)) 9) 0)p 9)-0„ 9)-0,) 9)-0)) 9,0), (10) 10'-0" BAYS ERECTOR NOTE: PLEASE SEE PARTITION PLAN 100'-0" STEEL DIMENSION FOR DETAIL CALL -OUTS FRAMING PLAN s c a I e— 1/8" = 1'-0" wO 0 1 W 0 N >J Q >(nQQ ~ J 2•' Z (n U N O O ZLLI U� Q Q N w m� - w O w� z z o 0ozOw o��cnFo w OU Q S � Q UM W N N U w� O m 2 �] O� pZ:) � W m Q^ W�JOO��Z�IY = g ��w � � ~zzQ�cn�1::C�Li CL W � Wmn— WE Waf p Qozm��m Z ZQZWU_�wO~�lOa�i� nm~U0ZwOpcn~ =�w�aQQZo �— �a~ pOwLdcn W W ��W W I=mo ZU Z �- p L.L www�wO��oo = W J Z � Q� J W uJ ~zQa � D 0 00 Q O O m Ix O U >- W X w m � z o � p w U D cnf Z O � Z 0 1 W 0 N >J Q >(nQQ ~ J 2•' Z (n U N O O ZLLI U� Q Q N w m� - w O w� z z o 0ozOw o��cnFo w OU Q S � Q UM W N N U w� O m 2 �] O� pZ:) � W m Q^ W�JOO��Z�IY = g ��w � � ~zzQ�cn�1::C�Li CL W � Wmn— WE Waf p Qozm��m Z ZQZWU_�wO~�lOa�i� nm~U0ZwOpcn~ =�w�aQQZo �— �a~ pOwLdcn W W ��W W I=mo ZU Z �- p L.L www�wO��oo = W J Z � Q� J W uJ ~zQa � D 0 00 Q 00 L00 (_) Z O W 0 N >J Q >(nQQ ~ J Z (n U N O O ZLLI U� Q Q N w m� - w O w� z z o 0ozOw o��cnFo w OU Q S � Q UM W N N U w� O m 2 �] O� pZ:) � W m Q^ W�JOO��Z�IY = g ��w � � ~zzQ�cn�1::C�Li CL W � Wmn— WE Waf p Qozm��m Z ZQZWU_�wO~�lOa�i� nm~U0ZwOpcn~ =�w�aQQZo �— �a~ pOwLdcn W W ��W W I=mo ZU Z �- p L.L www�wO��oo = W J Z � Q� J W uJ ~zQa � D 0 00 Q O O m Ix O U >- W X w m � z o � p w U D cnf Z O � Z Z O W 0 N >J Q >(nQQ ~ J Z (n U N O O ZLLI U� Q Q O LL_ w m� - w O w� z z o 0ozOw o��cnFo w OU Q S � Q UM W N N U w� O m 2 �] O� pZ:) W0 Z Z_ J~ U~ w � m Q^ W�JOO��Z�IY = g ��w � � ~zzQ�cn�1::C�Li CL W � Wmn— WE Waf p Qozm��m Z ZQZWU_�wO~�lOa�i� nm~U0ZwOpcn~ =�w�aQQZo �— �a~ pOwLdcn W W ��W W I=mo ZU Z �- p L.L www�wO��oo = W J Z � Q� J W uJ ~zQa O N (DWG#21 -2390-MC-:j Sheet 3 of 8 Q m U (_0 O ) L:CD W � 0 00 Q O m Ix O W X (DWG#21 -2390-MC-:j Sheet 3 of 8 c u C 100'-0" STEEL DIMENSION (PA)8'-5" (PA)8'-5 (PA)8'-5 (PA)8'-5" (PA)8'-5" (PA)8'- 5; / (PA)8'- 5" (PA)8'- 5" (PA)8'-5" \ P8)207 -F— I I I I I I 19 I I I 7 P8 20 -8 kFgT20 -8 (H8)20' -8 I I I I I I 21 I I I I I 7 I I I I I(P8)20'-8"I I I I I(P8)20'-8"I I I 18 I I I I I I I P8 20 8 1 I(P8)20'-8"I I(P8)20'-8" 20 I I I I I I I I I I I I I I I(P8)20'-8" I I (P8 20 -8-' I I I I I I I I I (P8)20'-8" (P8 20 -8" (P8)20' -8 I I I I I I I I I I I I I I I W � W� O Z = Q U W O 0 I CL w W H O- W w ry Of mcn0Zm�Fm 5 a�Lf p N Ln cV / Nom-, - -- -- j� --- �---- �.rj- -- �N - -- -- � -p�--,-- �------ \ O °O N N N N 16 N CD N N O n,, of mW M M M M M M M M M 6 m L(-) N 6 5 5 � Z (PA)9'-5 1/2' (PA)9'-5 1/2'1 (PA)9'-5 1 /2' (PA)9'-5 1/2'1 (PA)9'-5 1/2'1 (PA)9'-5 1 / (PA)9'-5 1/2'1 (PA)9'-5 1/2'1 (PA)9'-5 1/2' p w U D T 6U / 9080 9080 9080 9080 9080 9080 9080 9080 9080 9080 \ ff 9'-0„ 9,-0„ 9,-0„ 91-07p 91-0„ 91-0„ 91-072 9,-0„ 91-012 92-01, (10) 10'-0" BAYS 100'-0" STEEL DIMENSION PARTMON PLAN s c a I e— 1/8" = 1'-0" 100'-0" STEEL DIMENSION 17 (EC)19'-11 7/8" (EC)19'-11 7/8" 7 (EC)19'-11 7/8" (EC)19'-11 7/8" (EC)19'-11 7/8" (EC)19'-11 7/8" (EC)19'-11 7/8" 100'-0" STEEL DIMENSION ROOF PLAN s c a l e— 1/8" = 1'-0" (EC)19'-11 7/8" (EC)19'-11 7/8" LSI LLD N >Z�o=wWJ Z I I I I I I I I I I I I I I I I I I I I I I I I I I I ITP -8 T20 -8 I (P8)20'-8-' I PURLIN LAP PURLIN (P8)20'-8" I (P8)20'-8" I (P8)20' -8 LAP PURLIN LAP PURLIN LAP j(P8)20'::-8 I I P8)207 -F— I I I I I I 19 I I I 7 P8 20 -8 kFgT20 -8 (H8)20' -8 I I I I I I 21 I I I I I 7 I I I I I(P8)20'-8"I I I I I(P8)20'-8"I I I 18 I I I I I I I P8 20 8 1 I(P8)20'-8"I I(P8)20'-8" 20 I I I I I I I I I I I I I I I(P8)20'-8" I I (P8 20 -8-' I I I I I I I I I (P8)20'-8" (P8 20 -8" (P8)20' -8 I I I I I I I I I I I I I I I (EC)19'-11 7/8" (EC)19'-11 7/8" 100'-0" STEEL DIMENSION ROOF PLAN s c a l e— 1/8" = 1'-0" (EC)19'-11 7/8" (EC)19'-11 7/8" 6 Z O a o z n 1 O W N N I �_ a L p N J W W 15 ~ N 6 LSI LLD N >Z�o=wWJ Z �! Z < ~ ~ J a JclIOOZ�LJ~pZZ vl�-I-Z�am O v LLJ OZzo m wLL12)L 1 Z uj Q w� O m 2 O� Op J a O 14 � W � W� O Z = Q U W O 0 I CL w W H O- W w ry Of mcn0Zm�Fm I a�Lf p N Ln cV J g o a l LJ LLI n � N N IlI�L,J W L-wzc)z p LL 1N�w�wO<�oO = W J Z F-¢ O J III ~O'�zQui aa.m Lw N O °O Q \ - N CD 6 Z O a o z n 1 O W N N I �_ a L p N J W W 15 ~ N 6 Z O LSI LLD N >Z�o=wWJ Q �! Z < ~ ~ J a JclIOOZ�LJ~pZZ vl�-I-Z�am N v LLJ OZzo Z — wLL12)L 1 oQ��w0:0u a(LLJ �LLJU)ONU0- Q w� O m 2 O� Op J W W U) LLJ J O� n W� O Z = Q U W O CL w W H O- W w ry Of mcn0Zm�Fm p a�Lf Z Q cnm0z�Op~O Z W O§ E z O L N Q w Q~ Z o= Q 1- g o a l LJ LLI n � N W IlI�L,J W L-wzc)z p LL 1N�w�wO<�oO = W J Z F-¢ O J III ~O'�zQui aa.m O U 0 O °O Q O CD x O n,, C mW CD U >- x W m L(-) N � Z _O C) p w U D (n I— — Z O (n � Z t1 Z O LSI LLD N >Z�o=wWJ Q �! Z < ~ ~ J a JclIOOZ�LJ~pZZ vl�-I-Z�am O v LLJ OZzo Z — wLL12)L 1 oQ��w0:0u a(LLJ �LLJU)ONU0- Q w� O m 2 O� Op J W O Z z_ J~ v w U) LLJ J O� n W� O Z = Q U W O CL w W H O- W w ry Of mcn0Zm�Fm p a�Lf Z Q cnm0z�Op~O Z W O§ E z O L N Q w Q~ Z o= Q 1- g o a l LJ LLI n � N W IlI�L,J W L-wzc)z p LL 1N�w�wO<�oO = W J Z F-¢ O J III ~O'�zQui aa.m O U 0-0- 7) N C.0 00 � N 00000 L OC) Q - O ch cy.) ai Cl) (DWG#21 —2390—MCJ Sheet 4 of 8 C:) O m 00 U � O III I O °O Q U CD x O n,, C mW CD x L(-) N N C.0 00 � N 00000 L OC) Q - O ch cy.) ai Cl) (DWG#21 —2390—MCJ Sheet 4 of 8 WALL EDGE SLAB NOTCH 1 1/2 )) X 1 1/2 " NOTCH COL STEEL DIM. STEEL DIM. r (C) COLUMN (BC) BASE CHANNEL (F2) #12 X 1" SD (4) PER COLUMN � 4 (F1) EXP. ANCHOR 6" FROM EACH END AND 36" O.C. ° (RL) PARTITION PANEL Q w F. F. COLUMN FLOOR BASE CHANNEL H T L L LJ. El c C C COL CI 4R niKA 1 1/2" _ (RW) WALL PANEL LLJ w (BC) BASE CHANNEL F. F. (F2) #12 X 1" SD ------- (4) PER COLUMN (CLIN) INSIDE CLOSURE (F1) EXP. ANCHOR 6" FROM EACH END AND 36" O.C. DOOR EDGE SLAB NOTCH 9 1/2 )) X 1 1/2 )) NOTCH COL STEEL DIM. I I I I (RW) WALL PANEL (F2) #12 X 1" SD (4) PER LOCATION (G) GIRT z O � Q L (MC) MINI—CLIP U Q � I (C) COLUMN TYPICAL GIRT COL SLAB DIM. STEEL DIM. (C) COLUMN 1 1/2" (MC) MULLION COVER w (F2) #12 X 1" SD _ (4) PER COLUMN (BC) BASE CHANNEL COL SLAB DIM. STEEL DIM. ° a a a l l �� < ° aQ 9 1 %2„ (F1) EXP. ANCHOR (2) PER (BC) ° A a Q a D ° D v a D ° n n 4 n WALL EDGE BASE CHANNEL COL 0211211111=17151 (M) MULLION N ° DOOR EDGE BASE (RW) WALL PANEL (F2) #12 X 1" SD (2) PER LOCATION (HE) HEAD TRIM COL STEEL DIM. W Q w t% ROLL—UP DOOR (MC) MINI—CLIP (DH) DOOR HEAD VL w o L > Z O= W W J Q FASTEN HEAD TRIM W/ N a N ; ROLL -UP DOOR ABOVE (C) COLUMN (F2) #12 X 1" SD (DJ) DOOR JAMB CONC. STEP BELOW ------------------------------------------- f=; w (F7) #12 X 1 1/4" SID 24" O.C. (CM) CORNER MULLION COVER n 0 w w I cn D.O. WIDTH STEEL DIM. COL (RW) WALL PANEL F L L F (OU) OUTSIDE CORNER TRIM (F7) # 12 X 1 1/4" SD 24 O.C. ERECTOR NOTE: WHEN 6" CORNER OCCURS AT ENDWALL UNIT, NOTCH EAVE CHANNEL TO CLEAR DOOR JAMB DOOR JAMB - 6" CORNER COL STEEL DIM. STEEL DIM. (RL) PARTITION PANEL (C) COLUMN (F2) #12 X 1" SD COLUMN W/ CHANNEL ROLL UP DOOR ABOVE (PA) PARTITION ANGLE (F2) #12 X 1" SD ------------------------- ------- (M) DOOR MULLION CONC. STEP BELOW SLAB EDGE BELOW (MC) MULLION COVER (RL) PARTITION PANEL - - - --- - ----- ------------------ ROLL—UP DOOR ABOVE L c LL ILL r, ----------------------------------------------- U lov (F7) #12 X 1 1 /4" SD 24" O.C. D.O. WIDTH 6" 6" D.O. WIDTH STEEL DIM. STEEL DIM. I COL ERECTOR NOTE: BASE CHANNEL IS 1/4" SHORTER THAN MULLION. CENTER BASE CHANNEL ON CENTERLINE OF BAY. 10 DOOR MULLION STEEL DIM. (C) COLUMN COL 14 WALL (RW) WALL PANEL R J w Li I-- cn 0 w w Li cn (F10) #12 X 7/8" SD 24" O.C. (OU) OUTSIDE CORNER TRIM coL �-- r�1 w w U) (RW) WALL PANEL (RA) RAKE ANGLE T.O.S. r� _ (RT) RAKE TRIM (F10) #12 X 7/8" SD 12 O.C. (CLOUT) CLOSURE (RW) WALL PANEL COL OUTSIDE CORNER COL STEEL DIM COL J W W COL STEEL DIM. , STEEL DIM. (RL) WALL PANEL SLAB EDGE BELOW i PERIM. CHANNEL BELOW (C) COLUMN (F9) # 12 X 7/8" ZAC 12" O.C. (BTR) CONT. MASTIC (RR) ROOF PANEL —-------------- T.O.S. SII - I* 'll I� II I I (HI) HIGH SIDE I I (P8) 8" PURLIN EAVE TRIM I I (F2) #12 X 1" SD (F10) # 12 X 7/8" SD 1 I 12" O.C. II (C) COLUMN (CLOUT) CLOSURE I I (RW) WALL PANEL RAKE - 8" PURLIN (PA) \— (F2) # 12 X 1 " SD PARTITION ANGLE (RL) PARTITION PANEL WALL WITH PARTITION COL STEEL DIM (F9) # 12 X 7/8" ZAC 12" O.C. (CLOUT) CLOSURE (BTR) CONT. MASTIC TOP AND BOTTOM OF FOAM CLOSURE (EC) EAVE CHANNEL (RR) ROOF PANEL -I 0 I IIII (F2) #12 X 1" SD I I I MINI—CLIP AT (EC) SPLICE IF REQUIRED (C)COLUMN I HIGH EAVE z o wo N >Z�o=WWJ Q � Z< H H J Q cl� o b--it EoN8_0'2e-" N 0QO U=< �w9N EOz6 ! O -mURQU O WN 0CaT00D W nw J O n W 0 N Z� Of = Q � Wwc�� 0 �ZZQwwcnD W E W��— W W af cn m�af p QOL00Zn im O Z Q v)~°OZO)_UO) ZWO_Eiw0L U) Z�LLI:2LQ QO~NWl_0 OWQW U01 WLL �pZ~ 0 ZW p w�WWW�wpZUa Of �o0 = W J Z OJ ~Z0E-o0�In<_mO U 0 0 °O Q O CD x 0 O O U >- W X w m Ln N m � z _O ~ p W U � m � f— — cn Z O z 0— z o wo N >Z�o=WWJ Q � Z< H H J Q cl� o b--it EoN8_0'2e-" zwWEmlZ0 0QO U=< �w9N EOz6 ! O -mURQU O WN 0CaT00D O ZZJ0W wW ~� nw J O n W 0 N Z� Of = Q � Wwc�� 0 �ZZQwwcnD W E W��— W W af cn m�af p QOL00Zn im O Z Q v)~°OZO)_UO) ZWO_Eiw0L U) Z�LLI:2LQ QO~NWl_0 OWQW U01 WLL �pZ~ 0 ZW p w�WWW�wpZUa Of �o0 = W J Z OJ ~Z0E-o0�In<_mO U a 7) (DWG#21 —2390—MC-:j Sheet 6 of 8 Q C� C:) O ___j _t_ m � � e 00 U (0 0 L:) 0 °O Q U CD x 0 O O x W X Ln N (DWG#21 —2390—MC-:j Sheet 6 of 8 CONTINUOI'� AA�C`TI(` AT TOP ANI OF INSIDE ERECTOR NOTE: PANELS WITH DRIP—X CONDENSATION CONTROL MUST BE PROPERLY PREPARED TO PREVENT MOISTURE FROM WICKING FROM THE OUTSIDE. IT IS CRITICAL THAT THE DRIP—X AT THE EXPOSED END OF THE PANEL, AND PANEL TO PANEL END LAPS, BE FUSED WITH A HEAT GUN. HOLD HEAT GUN APPROXIMATELY 1" AWAY FROM PANEL, KEEP IN CONSTANT MOTION TO PREVENT OVERHEATING, AND DO NOT COMPLETELY MELT THE DRIP—X. DETAIL AT CLOSURE PITCHED EAVE CHANNEL WILL HAVE A SMALL PUNCH AT EACH END TO INDICATE LOW SIDE. COL STEEL DIM_ 3 1 /2" I (F6) #12 X 1 1/4" ZAC I (CLIN) CLOSURE (EC) EAVE CHANNEL (BTR) CONT. MASTIC (RR) ROOF PANEL I TOP AND BOTTOM OF FOAM CLOSURE I T.O.S. I� �I (F2) #12 X 1" SD (F7) #12 X 1 1/4" SD I (EF) EAVE TRIM (2) PER EAVE TRIM MINI–CLIP AT (EC) SPLICE IF REQUIRED I I (RW) WALL PANEL (C) COLUMN T. 0. (F LOW SAVE COL STEEL DIM � STEEL DIM C -c ` " # 12 X 1 1 /4ZAC ROOF PANEL #12 X 1" SD COLUMN 8" PURLIN SECTION COL STEEL DIM I STEEL DIM I 8" ILAP 0. (RR) ROOF PANEL (MIN) I ------- T.O.S. (P8) 8" PURLIN —/ j j \— (P8) 8" PURLIN (F2) #12 X 1" SD I (C) COLUMN I 8" PURLIN LAP SIDE COL STEEL DIM STEEL DIM T.O.S. (P8) 8" PURLIN (P8) 8" PURLIN (F6) #12 X 1 1/4" ZAC (RR) ROOF PANEL I (F2) #12 X 1" SD (C) COLUMN 8" PURLIN LAP SECTION T.O.S. (P8) 8" PURLIN (F2) #12 X 1" SD COL STEEL DIM STEEL DIM 8" PURLIN SIDE (RR) ROOF PANEL (C) COLUMN zW O wo � >Zoo=WW-j H Q H J Q � Z JclIOOZ�w~pZZ ULA—~ZWQM N U Z WwElf pW�m�zzo Q W O 0- !Y UW N N U wi�woffl \w Z z_ J~ U~ W a. LLJ �JOOIYLZ�z Q WQ = W O ~Zz<wcf) �� j CL of Cf)zm��m p Q�Ecno Z Q NmOz00p~O Z W U z O L N Q w Q~Z0L'L" <� OWOaW~�(n��(n W W��LLIW1=LYzUZ0- LL V)p �w�wO��oO = WJ z� O J QF o- j)f \ o O °O Q O 0 ol:�U 0 12-x O O U >- W x Li m N IY � Z _O ~ p W U � m � I cn Z O Z tY zW O wo � >Zoo=WW-j H Q H J Q � Z JclIOOZ�w~pZZ ULA—~ZWQM OLL_ U Z WwElf pW�m�zzo Q W O 0- !Y UW N N U wi�woffl Wo Z z_ J~ U~ W a. LLJ �JOOIYLZ�z Q WQ = W O ~Zz<wcf) �� j CL of Cf)zm��m p Q�Ecno Z Q NmOz00p~O Z W U z O L N Q w Q~Z0L'L" <� OWOaW~�(n��(n W W��LLIW1=LYzUZ0- LL V)p �w�wO��oO = WJ z� O J QF o- j)f U 0-0- 7) 00 N LO �_ DO Q 00 .� Q �' N to cv) X c to (DWG#21 –2390–MCJ Sheet 7 of 8 Q C� C:) 0 m � � e 00 U (_0 0 L:) O °O Q 0 ol:�U 0 12-x O O x W x N 00 N LO �_ DO Q 00 .� Q �' N to cv) X c to (DWG#21 –2390–MCJ Sheet 7 of 8 (BTR) CONT. MASTIC @ PANEL LAP (BTR) CONT. MASTIC @ PANEL LAP 3'-0" COVERAGE 5" 7„ 5" 7„ 5" R -PANEL ROOF (F9) #12 X 7/8" WASHER ZAC 20" O.C. MAX ERECTOR NOTE: PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE. NOTCH TOP PARTITION PANEL TO MATCH ROOF LINE AND CLEAR PURLIN LEG AS NEEDED TO CLOSE IN THE UNIT. PARTITION PANELS MAY BE BACK LAPPED TO CLEAR PURLINS. cn w lyQ COLUMN 7" 5 (F2) #12 X 1" " (F6) #12 X 1 1/4" WASHER ZAC 1 -0 1 -0 1 -0 SD TEK PLTD (6) PER EAVE/RIDGE - PER SHEET (F8) #12 X 7/8" WASHER TEK (F5) #12 X 1 1/4" WASHER TEK 0 (4) PER COLUMN T7/ 20" O.C. MAX (3) PER GIRT - PER SHEET PER SHEET PREVAILING WINDS f - INSIDE aosuRE EAVE AND RIDGE FASTENING 3'-0" COVERAGE 1'-0"1'-0" 1'-0" _I_ _I_ R -PANEL ROOF PURLIN FASTENING INTERIOR ROOF PANEL LAP DETAIL VIEW AT LOW EAVE (F9) #12 X 7/8" WASHER ZAC 20" O.C. MAX (F6) #12 X 1 1/4" WASHER ZAC (3) PER PURLIN - PER SHEET (F8) #12 X 7/8" WASHER TEK 20" O.C. MAX 3'-0" COVERAGE R -PANEL WALL EAVE AND BASE FASTENING 1'-0" 1'-0,) 1'-0" 3'-0" COVERAGE R -PANEL WALL GIRT AND DOOR HEAD FASTENING (F5) #12 X 1 1/4" WASHER TEK (3) PER GIRT - PER SHEET Lu O Q Li 0 U 0 I m.m R - PANEL PARTITION SHEET FASTENING LAYOUT z o W wo V) >Z(2O=WWJ Q > Z< H H J Q L JU700ZW~pZZ N x Zp m F Z — W W W W Z Z 0 Of� 0 0 p Z W 0 p I— W w J 0 F - Q_ LLJ �Z n W: 0 = Q V) U) W Of ~ZZQ�(n0�� CL aOLL-�of �OZmcf)�jM Z Q (/)mOZ000~O Z W O§- Z O L N Q w Q~ Z 0 w 0� ~= Q �— �pOaw~LLI :2(n W LLJ LLI W �_ � Z-NoU Z � LL = W J Z F- Q p J W 0 U 0 0 00 Q O C x O -D C O U >- W x w m Ln N 0_ Z LL - 0 O � 0 w U D (n I— — (/) Z O (n � Z 0' 0_ z o W wo V) >Z(2O=WWJ Q > Z< H H J Q L JU700ZW~pZZ ILL. x Zp m F Z — W W W W Z Z 0 Of� 0 0 p Z W 0 p I— W JLOm=J0Of O Z Z_ J~ U~ W c) J 0 F - Q_ LLJ �Z n W: 0 = Q V) U) W Of ~ZZQ�(n0�� CL aOLL-�of �OZmcf)�jM Z Q (/)mOZ000~O Z W O§- Z O L N Q w Q~ Z 0 w 0� ~= Q �— �pOaw~LLI :2(n W LLJ LLI W �_ � Z-NoU Z � LL = W J Z F- Q p J W 0 U Of Of 0—a 7) N c0 00 N N O C) DO L _Q C6 ... Q N X c c (DWG#21 -2390-MCJ Sheet 8 of 8 Q �J O rn� W U) e M U � O W � 0 00 Q U C x O -D C O x W x Ln N N c0 00 N N O C) DO L _Q C6 ... Q N X c c (DWG#21 -2390-MCJ Sheet 8 of 8