This document provides details for roof framing and sheeting installation, including:
1. Clip mark numbers for anti-roll clips and their locations on the roof plan. Roof system uses anti-roll clips installed as shown in section RF50/AA (uphill) or bolts.
2. Building code specifies considering snow surcharges for lower roofs within 20 feet of a higher structure, but supplied information does not indicate a shadowing structure so snow surcharges were not considered.
3. Sections and details show purlin to rafter connections, typical strap plate between purlins, and roof sheeting plan with eave strut line locations.
Mc cormick c max rps tier 3 (2008- ) - rs24 - 110 tractor service repair manualudfjjsjekkdmm
This document provides parts information for various Perkins diesel engines including the engine model, serial number ranges, and replacement part numbers. It includes listings for components such as cylinders, pistons, gears, pumps, sensors and gaskets. Notes are included about reference numbers, quantity per tractor sold, and whether items are replacement parts or components of larger assemblies.
1. The document provides installation instructions for mounting and setting up the AP-5181 outdoor wireless access point. It describes the parts included and various mounting options, including pole mounting using brackets or wall mounting.
2. The instructions guide the installer through the steps for either pole or wall mounting, including positioning and securing the mounting brackets, then attaching the access point.
3. Additional safety and regulatory information is provided, along with technical specifications for the access point and its antenna options. Contact information is also included if the installer requires assistance.
Mc cormick c max rps tier 2 (2004-2012) - rs21 - 85 tractor service repair ma...ufjjsjkkskemmd
This document provides parts information for various engine components. It includes part numbers, serial numbers, kits, and other identifying information. Replacements are noted as well as markets and applications. Technical details like measurements and specifications are referenced for some items.
This document contains a list of drawings for a schematic design of a structural engineering project. It includes over 150 drawings across multiple disciplines (structural, mechanical, electrical, plumbing, fire protection, lighting, landscape design). The structural drawings include foundation plans, floor plans for the podium and office tower. Mechanical drawings include diagrams of air, chilled water and other building system risers. Electrical drawings include power and lighting plans. Plumbing drawings include plans and diagrams of sanitary, domestic water and storm systems. Landscape drawings include plans, sections and renderings of the site design.
The document provides details for joinery in laboratories and kitchenettes, including notes, dimensions, and diagrams. Key information includes:
1. Dimensions are to be checked on site and this section read with other schedules. Typical details include laminate finishes, concealed hinges and locks, adjustable shelves, and recessed edges.
2. Diagrams show layouts for typical kitchenettes and labs, including locations of sinks, appliances, and storage cabinets. Lockable cabinets and drawers are indicated.
3. Additional notes specify materials like compact laminate benchtops and splashbacks, coved skirting, seals, and accessories to be installed.
2000 Del Mar Heights Elementary ModernizationJohnGartman1
This document provides plans and details for the modernization of four permanent buildings and site modifications at Del Mar Heights School in Del Mar, California to improve accessibility. The modernization work includes new mechanical, lighting, data and signal systems, new finishes, partitions and doors, new casework, and modernized plumbing and power systems. The document includes demolition plans, floor plans, roof plans, elevations, sections, schedules and details necessary to communicate the scope and design of the modernization project to contractors and stakeholders.
Mc cormick c max rps tier 2 (2004-2012) - rs21 - 75 tractor service repair ma...ufjjsjekkdemd
This document provides parts information for various engine components. It lists part numbers, descriptions, and other technical details. Key information includes engine serial numbers, replacement part identifiers, overhaul details, and quantity indicators for sold tractors.
This document is a schematic and board layout for a motherboard model 945GZM-S2. It includes 33 pages describing the circuit diagrams and component placement for the motherboard. Revisions have been made over time to support higher CPU speeds, improve EMI performance, and modify component values and placements. The document history shows the model was originally named 945ZM-S2 and has undergone several name changes and revisions with the latest being version 2.11.
Mc cormick c max rps tier 3 (2008- ) - rs24 - 110 tractor service repair manualudfjjsjekkdmm
This document provides parts information for various Perkins diesel engines including the engine model, serial number ranges, and replacement part numbers. It includes listings for components such as cylinders, pistons, gears, pumps, sensors and gaskets. Notes are included about reference numbers, quantity per tractor sold, and whether items are replacement parts or components of larger assemblies.
1. The document provides installation instructions for mounting and setting up the AP-5181 outdoor wireless access point. It describes the parts included and various mounting options, including pole mounting using brackets or wall mounting.
2. The instructions guide the installer through the steps for either pole or wall mounting, including positioning and securing the mounting brackets, then attaching the access point.
3. Additional safety and regulatory information is provided, along with technical specifications for the access point and its antenna options. Contact information is also included if the installer requires assistance.
Mc cormick c max rps tier 2 (2004-2012) - rs21 - 85 tractor service repair ma...ufjjsjkkskemmd
This document provides parts information for various engine components. It includes part numbers, serial numbers, kits, and other identifying information. Replacements are noted as well as markets and applications. Technical details like measurements and specifications are referenced for some items.
This document contains a list of drawings for a schematic design of a structural engineering project. It includes over 150 drawings across multiple disciplines (structural, mechanical, electrical, plumbing, fire protection, lighting, landscape design). The structural drawings include foundation plans, floor plans for the podium and office tower. Mechanical drawings include diagrams of air, chilled water and other building system risers. Electrical drawings include power and lighting plans. Plumbing drawings include plans and diagrams of sanitary, domestic water and storm systems. Landscape drawings include plans, sections and renderings of the site design.
The document provides details for joinery in laboratories and kitchenettes, including notes, dimensions, and diagrams. Key information includes:
1. Dimensions are to be checked on site and this section read with other schedules. Typical details include laminate finishes, concealed hinges and locks, adjustable shelves, and recessed edges.
2. Diagrams show layouts for typical kitchenettes and labs, including locations of sinks, appliances, and storage cabinets. Lockable cabinets and drawers are indicated.
3. Additional notes specify materials like compact laminate benchtops and splashbacks, coved skirting, seals, and accessories to be installed.
2000 Del Mar Heights Elementary ModernizationJohnGartman1
This document provides plans and details for the modernization of four permanent buildings and site modifications at Del Mar Heights School in Del Mar, California to improve accessibility. The modernization work includes new mechanical, lighting, data and signal systems, new finishes, partitions and doors, new casework, and modernized plumbing and power systems. The document includes demolition plans, floor plans, roof plans, elevations, sections, schedules and details necessary to communicate the scope and design of the modernization project to contractors and stakeholders.
Mc cormick c max rps tier 2 (2004-2012) - rs21 - 75 tractor service repair ma...ufjjsjekkdemd
This document provides parts information for various engine components. It lists part numbers, descriptions, and other technical details. Key information includes engine serial numbers, replacement part identifiers, overhaul details, and quantity indicators for sold tractors.
This document is a schematic and board layout for a motherboard model 945GZM-S2. It includes 33 pages describing the circuit diagrams and component placement for the motherboard. Revisions have been made over time to support higher CPU speeds, improve EMI performance, and modify component values and placements. The document history shows the model was originally named 945ZM-S2 and has undergone several name changes and revisions with the latest being version 2.11.
This document provides drawings for a proposed warehouse steel structure project located in Colombia. The drawings include plans for the column layout, mezzanine floor, roof sheeting, elevations, and sections. Notes provide specifications for materials, welding, bolts, and tolerances. Dimensions and views are shown at scales of 1:100 and 1:150. The general contractor for the project is P.K.
The document contains technical drawings and specifications for an AC distribution board. It includes 6 pages of drawings showing dimensions, components, and details. It specifies that the board has 12 inputs and 1 output, is rated for 1000A, and is an outdoor type panel. The summary provides key details about the board in a concise manner.
This document provides details for the construction of slab culverts and box culverts, including layout plans, sections, reinforcement details and notes. It includes information on typical abutment and headwall layouts, culvert dimensions, rebar specifications, concrete grades, embedment and protection. Reinforcement schedules are provided for slab and box culvert sections of varying sizes, as well as headwalls, wingwalls and parapets. Construction notes specify requirements for dimensions, materials, cover thickness and refer to other related drawings.
The document contains shop drawings for a steel sliding gate, including plans, elevations, sections, and details. It includes dimensions for the gate frame, track profile, and foundations. Notes indicate the gate frame will be enamel painted and powered by an automation system. Reinforcing exposed in foundations will be welded to support rails and plates, with gaps grouted later. The drawings are reviewed for compliance with specifications and contract documents.
This document provides an electrical one-line diagram and panel schedule for a site. The one-line diagram shows the electrical infrastructure including a 480V utility service entrance, 480V/277V and 208V/120V transformers, generator, panels, lighting, and equipment. The panel schedule lists details for panel PP-01 including its location, voltage, phase, wiring, ampere rating, and circuit information.
JCB 3CX 20 BACKOHE LOADER Parts Catalogue Manual (Serial Number 00400000-0043...jdjskdkdmmd
This document contains parts listings and diagrams for hydraulic components for backhoe loaders, including:
1. Pump drive shafts with various part numbers and components like yokes, spiders, and bolts.
2. Several models of loader control valves with 2-3 spools and float and/or reset features, along with associated fittings, washers, and adapters.
3. Technical specifications and diagrams are provided for the parts listed.
The document is a revision log and block diagram for the FRDM-KL27Z board. It lists several revisions made to the board over time, including removing components, changing jumpers to different pins, and adding jumpers for power disconnection during testing. The block diagram shows the connections between the KL27Z microcontroller and various onboard components like buttons, LEDs, and headers. It details the pin mappings and functions of the microcontroller.
This document contains work examples and specifications for manufacturing turbine blades and related components out of nickel alloys like Inconel. It includes summaries of 4 product launches for OEM manufacturing of turbine blades and compressor discs and 1 for component repair. It also provides details on the materials, number of operations, and specifications for components like dimensions, tolerances and surface finishes. Engineering drawings with additional details are referenced.
This document provides a list of equipment for an 11kV incoming circuit. It includes the make, model, quantity and other details of circuit breakers, relays, meters, terminal blocks, indicating lamps, push buttons, DC MCBs and other internal equipment. Key items listed include a bay control and protection relay, multifunction meter, trip relay, DC changeover relays, and various indicating lamps and push buttons for circuit breaker control and monitoring. The document contains equipment specifications and is intended for a customer substation project.
This document provides information on type FL electromagnetic flange mounted clutches, including:
- An overview of how the FL clutches couple two parallel shafts using an armature hub mounted to one shaft and a field assembly mounted perpendicular to the input shaft.
- Dimensions, specifications, and ordering information for various FL clutch models ranging from size 08 to 42.
This document is a parts catalogue for a Yamaha motorcycle model LNS125 (BF43) that contains information about replacement parts. It includes sections for the engine, chassis, and electrical components with diagrams and part numbers. The parts catalogue notes that modifications after publication will be in Parts News, uses abbreviations to identify part types, and provides information on applicable serial numbers and colours.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODSSunit Dhingra
This document contains plans and details for basement construction including sump pits. Key information includes:
1) Dimensions and details for two sump pits, including reinforced concrete construction and connection to drainage.
2) Sections and construction details for the basement slab, walls, and connection to overlying floors including use of waterproof concrete and insulation.
3) Notes specifying use of a waterproofing system from Pudlo for the basement concrete structures.
This document provides wiring diagrams for an electric vehicle. It includes 43 sections that describe the wiring for various vehicle systems like audio, chassis, powertrain, body and more. A legend is provided to explain the symbols and labeling conventions used in the diagrams.
I phone 5 full Schematic Diagram 820 3141-bdiyfix phone
This document contains proprietary information for Apple Inc. It includes a bill of materials (BOM) for critical components. The BOM lists parts, descriptions, quantities, and reference designators. It also includes tables of alternate parts that can be substituted. Tolerances are provided for resistance, capacitance, and oscillator values. The document is marked as proprietary property of Apple Inc and possesses are instructed to maintain it in confidence and not reproduce or publish it.
The document contains a diagram of equipment connections in a broadcast facility, including cameras, audio mixers, monitors, and encoding/decoding devices connected via patch bays and cables to a production switcher and other equipment. Numbers are used to label ports and devices.
La Unión Europea ha acordado un embargo petrolero contra Rusia en respuesta a la invasión de Ucrania. El embargo prohibirá la mayoría de las importaciones de petróleo ruso a la UE y se implementará de manera gradual durante los próximos seis meses. Algunos países de la UE aún dependen en gran medida del petróleo ruso y buscarán exenciones al embargo.
This document is a special material request form listing various materials needed including thermal blocks, personnel doors, windows, flashing, fasteners, beams, coils, and insulation with notes on order lead times, required dimensions, and shipping addresses for the materials. It provides details on quantities, sizes, grades, and other specifications for the requested items. The form requires signatures and includes notes that orders must be received by purchasing within certain timeframes before scheduled shipping weeks.
The document is a bill of materials listing various parts, their quantities, descriptions, lengths, weights, and total weights. It includes items like purlins, girts, plates, angles, and fasteners to be used in constructing a rigid frame structure. The total weight of all items is listed as 2516.64 pounds.
The document is a parts list report for the Lamers Bus Lines project, printed on 6/12/2015. It details the project name, job number, total weight, engineer, and provides a multi-page list of parts including description, quantity, and weight for each item needed for the project. The project is located in El Paso, Illinois and is for Lamers Bus Lines in Ashley, Wisconsin. The builder is listed as Keller Inc and the building is described as a gabled structure measuring 92'x67'x22' with a total weight of 45,910 pounds.
This document provides drawings for a proposed warehouse steel structure project located in Colombia. The drawings include plans for the column layout, mezzanine floor, roof sheeting, elevations, and sections. Notes provide specifications for materials, welding, bolts, and tolerances. Dimensions and views are shown at scales of 1:100 and 1:150. The general contractor for the project is P.K.
The document contains technical drawings and specifications for an AC distribution board. It includes 6 pages of drawings showing dimensions, components, and details. It specifies that the board has 12 inputs and 1 output, is rated for 1000A, and is an outdoor type panel. The summary provides key details about the board in a concise manner.
This document provides details for the construction of slab culverts and box culverts, including layout plans, sections, reinforcement details and notes. It includes information on typical abutment and headwall layouts, culvert dimensions, rebar specifications, concrete grades, embedment and protection. Reinforcement schedules are provided for slab and box culvert sections of varying sizes, as well as headwalls, wingwalls and parapets. Construction notes specify requirements for dimensions, materials, cover thickness and refer to other related drawings.
The document contains shop drawings for a steel sliding gate, including plans, elevations, sections, and details. It includes dimensions for the gate frame, track profile, and foundations. Notes indicate the gate frame will be enamel painted and powered by an automation system. Reinforcing exposed in foundations will be welded to support rails and plates, with gaps grouted later. The drawings are reviewed for compliance with specifications and contract documents.
This document provides an electrical one-line diagram and panel schedule for a site. The one-line diagram shows the electrical infrastructure including a 480V utility service entrance, 480V/277V and 208V/120V transformers, generator, panels, lighting, and equipment. The panel schedule lists details for panel PP-01 including its location, voltage, phase, wiring, ampere rating, and circuit information.
JCB 3CX 20 BACKOHE LOADER Parts Catalogue Manual (Serial Number 00400000-0043...jdjskdkdmmd
This document contains parts listings and diagrams for hydraulic components for backhoe loaders, including:
1. Pump drive shafts with various part numbers and components like yokes, spiders, and bolts.
2. Several models of loader control valves with 2-3 spools and float and/or reset features, along with associated fittings, washers, and adapters.
3. Technical specifications and diagrams are provided for the parts listed.
The document is a revision log and block diagram for the FRDM-KL27Z board. It lists several revisions made to the board over time, including removing components, changing jumpers to different pins, and adding jumpers for power disconnection during testing. The block diagram shows the connections between the KL27Z microcontroller and various onboard components like buttons, LEDs, and headers. It details the pin mappings and functions of the microcontroller.
This document contains work examples and specifications for manufacturing turbine blades and related components out of nickel alloys like Inconel. It includes summaries of 4 product launches for OEM manufacturing of turbine blades and compressor discs and 1 for component repair. It also provides details on the materials, number of operations, and specifications for components like dimensions, tolerances and surface finishes. Engineering drawings with additional details are referenced.
This document provides a list of equipment for an 11kV incoming circuit. It includes the make, model, quantity and other details of circuit breakers, relays, meters, terminal blocks, indicating lamps, push buttons, DC MCBs and other internal equipment. Key items listed include a bay control and protection relay, multifunction meter, trip relay, DC changeover relays, and various indicating lamps and push buttons for circuit breaker control and monitoring. The document contains equipment specifications and is intended for a customer substation project.
This document provides information on type FL electromagnetic flange mounted clutches, including:
- An overview of how the FL clutches couple two parallel shafts using an armature hub mounted to one shaft and a field assembly mounted perpendicular to the input shaft.
- Dimensions, specifications, and ordering information for various FL clutch models ranging from size 08 to 42.
This document is a parts catalogue for a Yamaha motorcycle model LNS125 (BF43) that contains information about replacement parts. It includes sections for the engine, chassis, and electrical components with diagrams and part numbers. The parts catalogue notes that modifications after publication will be in Parts News, uses abbreviations to identify part types, and provides information on applicable serial numbers and colours.
SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - EASTWOODSSunit Dhingra
This document contains plans and details for basement construction including sump pits. Key information includes:
1) Dimensions and details for two sump pits, including reinforced concrete construction and connection to drainage.
2) Sections and construction details for the basement slab, walls, and connection to overlying floors including use of waterproof concrete and insulation.
3) Notes specifying use of a waterproofing system from Pudlo for the basement concrete structures.
This document provides wiring diagrams for an electric vehicle. It includes 43 sections that describe the wiring for various vehicle systems like audio, chassis, powertrain, body and more. A legend is provided to explain the symbols and labeling conventions used in the diagrams.
I phone 5 full Schematic Diagram 820 3141-bdiyfix phone
This document contains proprietary information for Apple Inc. It includes a bill of materials (BOM) for critical components. The BOM lists parts, descriptions, quantities, and reference designators. It also includes tables of alternate parts that can be substituted. Tolerances are provided for resistance, capacitance, and oscillator values. The document is marked as proprietary property of Apple Inc and possesses are instructed to maintain it in confidence and not reproduce or publish it.
The document contains a diagram of equipment connections in a broadcast facility, including cameras, audio mixers, monitors, and encoding/decoding devices connected via patch bays and cables to a production switcher and other equipment. Numbers are used to label ports and devices.
La Unión Europea ha acordado un embargo petrolero contra Rusia en respuesta a la invasión de Ucrania. El embargo prohibirá la mayoría de las importaciones de petróleo ruso a la UE y se implementará de manera gradual durante los próximos seis meses. Algunos países de la UE aún dependen en gran medida del petróleo ruso y buscarán exenciones al embargo.
This document is a special material request form listing various materials needed including thermal blocks, personnel doors, windows, flashing, fasteners, beams, coils, and insulation with notes on order lead times, required dimensions, and shipping addresses for the materials. It provides details on quantities, sizes, grades, and other specifications for the requested items. The form requires signatures and includes notes that orders must be received by purchasing within certain timeframes before scheduled shipping weeks.
The document is a bill of materials listing various parts, their quantities, descriptions, lengths, weights, and total weights. It includes items like purlins, girts, plates, angles, and fasteners to be used in constructing a rigid frame structure. The total weight of all items is listed as 2516.64 pounds.
The document is a parts list report for the Lamers Bus Lines project, printed on 6/12/2015. It details the project name, job number, total weight, engineer, and provides a multi-page list of parts including description, quantity, and weight for each item needed for the project. The project is located in El Paso, Illinois and is for Lamers Bus Lines in Ashley, Wisconsin. The builder is listed as Keller Inc and the building is described as a gabled structure measuring 92'x67'x22' with a total weight of 45,910 pounds.
1. CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
WOOD STRUCTURE
WOOD STRUCTURE
GALBED 50'X42'X10'
EH=10'0
LOWER BUILDING
BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN
20 FT. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO THE METAL
BUILDING SUPPLIER DOES NOT INDICATE PRESENCE OF A SHADOWING
STRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.
WOOD STRUCTURE
GALBED 50'X24'X10'
EH=10'0
LOWER BUILDING
1'-0OVERHANG
1'-0OVERHANG
80Z16-5 (U.N.)
(7) REQUIRED
80Z16-4 (U.N.)
(7) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
SBC-1
SBC-1
8" MASONRY WALL
NOT BY ABC
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
D
1'-0OVERHANG50'-0
16'-816'-816'-8
A
C
B
1'-0OVERHANG
1'-0 24'-0 24'-0 1'-0 27'-4780Z16-5
A
E-05
SBC-1
8" MASONRY WALL
NOT BY ABC
50'-0
PLANE ID: 1005, 1004
321
3'-0 - 3'-0
LAP TYP U.N.
OHBL
OHBL
80Z16-6 80Z16-6 80Z16-7CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
80Z16-7
80Z16-4 (U.N.)
(7) REQUIRED
1B80C2-1
BR5-2
BR5-4
BR5-3
OHBL
BR5-5
80Z16-1
80Z16-6
80Z16-6
80Z16-6
EAVE STRUT LINE
(SEE S.W.)
BR5-3
BR5-4
80Z16-6
BR5-3
BR5-4
BR5-2
BR5-3
BR5-4
80Z16-7
80Z16-7
OHBL
1B80C2-4
BR5-5
80Z16-7
80Z16-7
80Z16-7
80Z16-7
80Z16-3
80Z16-5 (U.N.)
(7) REQUIRED
CL-12
80Z16-7
80Z16-2
80Z16-7
80Z16-7
80Z16-7
1B80C2-3
CL-12
CL-12
80Z16-6
80Z16-6
80Z16-6
80Z16-6
80Z16-6
80Z16-6
EAVE STRUT LINE (SEE S.W.)
80Z16-1
B
E-05
CL-12
CL-12
SBC-1
1B80C2-2
CL-12
CL-12
26'-31BR5-5
26'-112BR5-4
25'-32BR5-3
26'-61BR5-2
27'-4680Z16-7
27'-4680Z16-6
50'-0
16'-8
PART LENGTH CHART(ID: 1004)
26'-31BR5-5
26'-112BR5-4
25'-32BR5-3
26'-61BR5-2
27'-4680Z16-7
27'-4680Z16-6
27'-4780Z16-5
27'-4780Z16-4
24'-0 5/8180Z16-3
24'-0 5/8180Z16-1
24'-11 3/411B80C2-4
24'-11 3/411B80C2-2
LENGTHQTYMARK
PART LENGTH CHART(ID: 1005)
D
A
C
B
16'-8
80Z16-4
80Z16-2
80Z16-1
1B80C2-3
1B80C2-1
MARK
16'-8
27'-47
24'-0 5/81
24'-0 5/81
24'-11 3/41
24'-11 3/41
LENGTHQTY
50'-0
1'-0 24'-0 24'-0 1'-0
321
STRAP PLATE BETWEEN PURLINS
(NOT BY ABC)
A
E-05
SECTION
8" MASONRY
(NOT BY ABC)
EMBED PLATE
(NOT BY ABC)
ENDWALL RAFTER
ER-
CHANNEL
SBC-(C8X11.5)
8" MASONRY
(NOT BY ABC)
(2)1/2X1 1/4A325T
PURLIN BOLTS
ENDWALL RAFTER
ER-
CHANNEL
SBC-(C8X11.5)
80Z16-
PURLIN
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS
SHEET:
M15C0488A E-05
BLACK SWAMP STEEL
MILLER GYM
22494 C. R. 8
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 46.0 BIM: 20CSOFTWARE VERSIONSARCHBOLD, OH 43502
ROOF FRAMING PLAN
PURLIN TO RAFTER CONNECTION
B
E-05
SECTION
2. BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
WOOD STRUCTURE
WOOD STRUCTURE
GALBED 50'X24'X10'
EH=10'0
LOWER BUILDING
BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN
20 FT. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO THE METAL
BUILDING SUPPLIER DOES NOT INDICATE PRESENCE OF A SHADOWING
STRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS
SHEET:
M15C0488A E-06
BLACK SWAMP STEEL
MILLER GYM
22494 C. R. 8
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 46.0 BIM: 20CSOFTWARE VERSIONSARCHBOLD, OH 43502
ROOF STRAPING PLAN
TYP. FROM FL. 5'-0 1/24'-10 5/165'-0
1'-0OVERHANG1'-0OVERHANG50'-0
16'-8
50'-0
16'-8
50'-0
24'-0
50'-0
24'-0
16'-8
8" MASONRY WALL
NOT BY ABC
1'-0OVERHANG
A
16'-8
WOOD STRUCTURE
GALBED 50'X42'X10'
6:12
EH=10'0
LOWER BUILDING
C
B
1
1'-0
1'-0OVERHANG
D
1'-0
1
16'-8
24'-0
PLANE ID: 1005, 1004
2
EAVE STRUT LINE (SEE S.W.)
A
3
1'-0
16'-8
B
C
24'-0
EAVE STRUT LINE (SEE S.W.)
2
1'-0
8" MASONRY WALL
NOT BY ABC
D
3
3. REQUIRED FASTENER LAYOUT DETAILS.
ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.
THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME
FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING.
ERECTION NOTE!!!
NOTE:
JAMB EXTENSION WAS PROVIDED
(FIELD WORK IF JAMB EXTENSION ARE REQUIRED).
JAMB EXTENSION MARK NO.:
80C14-2, 80C14-4, 80C14-7, 80C14-8.
NOTE:
GA-1 WAS PROVIDED FOR RAKE LINER.
USE WHEN LINER PANELS INTERFERE
WITH THE RAFTER (ACCORDING TO DETAIL A).
REFER TO DETAIL LP07AB ONCE THE LINER
IS CLEAR OF THE RAFTER.
THE INTERFERENCE IS MINIMAL AND MAY
BE ABLE TO BOW THE PANELS AROUND
THE FLANGE. IF SO, FLASH WITH PF95 PARTITION
FLASHING AS SHOWN IN LP22AA & LP23AB.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
0 DD / JSM 09/30/2015MJDFOR CONSTRUCTION
SHEET:
M15G0440A E-07
JANS CORPORATION
SOUTHEASTERN ELECTRIC
605 SD HIGHWAY 11
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSALCESTER, SD 57001
OVERHEAD DOOR
TYPE
16'-21BR5-3
15'-10
2'-10
3'-4
NOTE:
USE #12X2 SDHH AT WALL PANEL ATTACHMENT LOCATIONS.
CC2
(TYP)
CLV1-2 CLV1-2
CLV1-2
CLV1-2
ER2
80Z16-5
BR5-2
4'-5 13/16180Z16-5
9'-5 13/16180Z16-4
10'-5 13/16180Z16-3
13'-2 1/2180Z16-2
18'-2 1/2280Z16-1
13'-2 1/2180Z15-1
15'-5 13/16180Z12-1
3'-0280C14-10
10'-4180C14-9
1'-10 5/16180C14-8
2'-4 5/16180C14-7
2'-8 13/16180C14-4
11'-1 1/2280C14-3
2'-5 1/2180C14-2
11'-1 1/2280C14-1
LENGTHQTYMARK
PART LENGTH CHART
17'-111
13'-0
3'-64'-04'-0
1'-0
34'-0
19'-6
PLANE ID: 1002
12C12-1
12C12-1
EI1
AC B
CL-4
(TYP)
GEA-6
(TYP)
80Z16-1 (U.N.)
(2) REQUIRED
80Z16-1 (U.N.)
(2) REQUIRED
80C14-9
1
80C14-3
80C14-3
80Z12-1
80Z16-4
EC2
GEA-6
(TYP)
CL-4
(TYP)
14'-6
80Z16-5 (U.N.)
(1) REQUIRED
80Z16-5 (U.N.)
(1) REQUIRED
80C14-10 80Z15-1
CL-4
(TYP)
GEA-6
(TYP)
2
80C14-1
80C14-1
80Z16-3
80Z16-2
ER1
80C14-10
12C12-1
EC1
CC2
(TYP)
CL-4
(TYP)
GEA-6
(TYP)
4'-44'-63'-02
9'-210'-41
SILL HEIGHTHEIGHTWIDTHMARK
FRAMED OPENING TABLE
(1)GE1R
(1)TCB2R
(1)TRUECR
A
E-07
USE FL18 AT COLUMNS
REFER TO SED LP42R/AB
ENDWALL SHEETING ELEVATION AT LINE 1
15'-10
13'-02'-10
1/2
11/21/2
FRAMED OPENING TABLE
3'-02
10'-41
WIDTHMARK
(1)FCR
(1)GE1L
(1)TCB2L
(1)TRUECL
34'-0
17'-0
SHEETING PACKAGE: SP1014(SUBG)
PLANE ID: 1002
(0.2)FSJ1
(1)FDH2-3.7
(1)FOCF80-3.6
(1)FOHF80-3.6
(2)FJ15-7.4
(2)FOCF80-6.6
4'-6
(1)FDH2-10.7
(1)FOCF80-12.6
(2)FJ15-10.4
(2)FOCF80-10.6
OVERHEAD DOOR9'-2
TRIMTYPEHEIGHT
17'-0
C
1
L3P24-7(16'-11/8)
L3P24-6(15'-71/8)
L3P24-5(15'-11/8)
L3P24-4(14'-71/8)
L3P24-3(14'-11/8)
L3P24-2(13'-71/8)
(0.5)80C16-240N (0.6)VFF7 (1)80C16-240N (1.2)VFF7
A
2
L3P24-13(13'-73/8)
L3P24-12(13'-93/8)
L3P24-11(14'-33/8)
L3P24-10(14'-93/8)
L3P24-9(15'-33/8)
L3P24-8(15'-93/8)
2'-0
(1)FCR
(1)TRCU2-ABC
(1)TRPBB2
(1)TRESSL
(1)TRESSR
(2)TRAC
(1.2)TRU1
(0.058)FEB-10.2
(1)GA-1
(5)CL-21
(1)RSA-1
(1.2)RSF1
(1.2)FCP1
(1.2)TRU1
(0.058)FEB-10.2
(1)GA-1
(5)CL-21
(1)RSA-1
(1.2)RSF1
(1.2)FCP1
(0.8)LCF2
(1.75)GA-1
(2)FJ15-10.4
(0.4)LCF2
(2)FJ15-7.4
TRIM
(1)FL3A0
ENDWALL LINER SHEEING ELEVATION AT LINE 1
13'-0
A
E-07
34'-0
PLANE ID: 1002
(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2
A
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
1
(1)FL3A0
(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2
C
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
2
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
OVERHEAD DOOR9'-210'-42
4'-63'-01
TYPEHEIGHTWIDTHMARK
FRAMED OPENING TABLE
CL-3
CL-3
#12X1 1/4 SDHH
#12X1 1/4 SDHH
12C12-1
JAMB EXTENSION
JAMB
80Z16-5
80Z16-3
B
E-07
ENDWALL FRAMING ELEVATION AT LINE 1
DETAILB
E-07
5. BOLTS UNLESS NOTED.
(1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
NOTE:
1. OPEN TO STUD WALL WITH HORIZONTAL WALL PANEL.
2. FLANGE BRACES FROM STUDS TO GIRTS 4'0 O.C. MAX. SEE DETAIL A ON E-15.
3. STUD WALL NOT TO PARAPET ROOF BY MORE THAN 2 INCHES.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / MDB 08/21/2015MJDRELEASED FOR CONSTRUCTION 0 KEB / BJC 08/07/2015MJDRELEASED FOR PERMITS
SHEET:
M15P0383A E-12
WITWER CONSTRUCTION, INC
SNELL INVESTMENT
3525 METRO DRIVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSFORT WAYNE, IN 46818
D
E-12
A
E-12
19'-8
18'-01'-8
7'-61'-63'-67'-2
29'-7 7/8
20'-7 3/4
29'-7 7/8
22'-8
29'-11
29'-11
22'-8
32'-11
32'-11
8'-7 1/2
LENGTH
PART LENGTH CHART
FRAMED OPENING TABLE
80'-0
20'-8
40'-0
ERC-4
80U2 -20'-8 5/16
B
E-12
ERC-1
80U2 -18'-2 1/4ERC-3
80U2 -20'-7 11/16
ERC-2
80U2 -18'-2 1/4
CL18-1.6 5/8
CL18-1.6 5/8
29'-8
40'-0
G
1
80C16-4
80C16-4
80C14-10
80Z16-4
SPBM1 (C8X11.5 )
RC1
RR1
CL-2
(TYP)
80Z13-6 (U.N.)
(1) REQUIRED
PLANE ID: 1002
E
C
E-12
80Z16-12
1'-0 - 1'-0
LAP TYP U.N.
80C14-10
EI1
CL-4
4'01'0
80Z14-3 (U.N.)
(1) REQUIRED
2
80C14-10
80C14-10
SPBM2 (C8X11.5 )
29'-8
480C16-4
C
80Z16-5
1'-0 - 1'-0
LAP TYP U.N.
80C14-10
EI1
CL-4
1'04'0
80Z13-7 (U.N.)
(1) REQUIRED
1
80C16-4
SPBM3 (C8X11.5 )
1SPBM3
1SPBM2
1SPBM1
180Z16-12
180Z16-5
180Z16-4
180Z14-3
180Z13-7
180Z13-6
A
CL-2
(TYP)
A
E-12
80C14-10
RC2
80C16-4
RR1
680C14-10
QTYMARK
9'-010'-02
9'-020'-01
HEIGHTWIDTHMARK
2'-9
TYPESILL HEIGHT
(4) SDHHT5
(2) SDHHT5
CL-4
BRK2
RC1
SPBM1 ( C8X11.5 )
A
E-12
SECTION
(1) #12X 1 1/4 SDHH
(1) #12X 1 1/4 SDHH
PURLIN
80U2
CL-3
(2)1/2 X1 1/4A325T
(2)1/2 X1 1/4A325T
B
E-12
SECTION
(2)SDHHT5
SPBM-
CL-4
EI-
C
E-12
SECTION
(4)SDHHT5
(2)1/2X1 1/4A325T
CL-4
ERC-3
80U2 -20'-7 11/16
REINFORCING GIRT 80Z16-19X
NEED TO FILED NOTCH THE BACK LEG OF THE GIRT
DETAILD
E-12
(2)1/2X 1 1/4 A325T
RC1
1E80S5-6
A
E-15
ENDWALL FRAMING ELEVATION AT LINE 1
6. NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
0 DD / CAK 08/05/2015CLMRELEASED FOR CONSTRUCTION
SHEET:
M15K0363A E-10
HUGHES BUILDERS, INC.
MONTAGUE METAL PRODUCTS
4101 W. FRUITVAIL ROAD
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSMONTAGUE, MI 49437
(2) SDHHT5
DETAILB
E-10
SPBM1 (C8X11.5 )
80C14-1
(2) 1/2 X 1 1/4 A325T BOLTS
CL-3
CLB-1
AA
80Z13-1
EI3
(2 )1/2 X 1 1/4 A325T BOLTS
CL-4
SPBM1 ( C8X11.5 )
DETAILA
E-10
CL-4
( 2)SDHHT5
A - A
(2 )1/2 X 1 1/4 A325T BOLTS
CL-4
CL-4
80Z13-1
EI3
SPBM1 (C8X11.5 )
(2 )1/2 X 1 1/4 A325T BOLTS
( 2)1/2 X 1 1/4 A325T BOLTS
CLB-1
7. CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.
THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME
BOLTS UNLESS NOTED.
(1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS
SHEET:
M15P0258A E-15
T&W CORPORATION
GREATER LAFAYETTE CHINESE ALLIAN
3501 W. 250 N.
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSWEST LAFAYETTE, IN 47906
OHB1
3'-0
LENGTH
FRAMED OPENING TABLE
OVERHANG
CL-2
(TYP)
27'-4
18'-98'-7
7'-63'-02'-25'-05'-04'-8
180Z14-1
180C16-1
180C14-14
480C14-8
180C14-7
180C14-6
180C14-5
480C14-4
480C14-3
QTYMARK
3'-43
19'-82
3'-41
WIDTHMARK
26'-0
100'-0
80Z16-7 (U.N.)
(3) REQUIRED
10'-6
80C14-7
80C16-1
80Z14-1
ER7( W12X14 )
7'-2
ENDWALL FRAMING ELEVATION AT LINE 6 BLDG 1
25'-0
CGC10
USE (6) #12X1 1/2 SDHHT5 FASTENERS FOR
ATTACHMENT OF CL-3 TO HSS TUBE. (TYP.)
1
80C14-8
OH80-1
24'-0
LENGTH
380Z16-127'-2 1/2
27'-6380Z16-77'-2 1/2
18'-9 1/8180Z16-610'-4 1/2
25'-7 1/4180Z16-57'-2 1/2
5OH80-124'-3280Z16-37'-2 1/2
QTYMARKLENGTHQTYMARK
PART LENGTH CHART
2'-84'-6
TYPESILL HEIGHTHEIGHT
1BR5-426'-9
1BR5-324'-3
280Z16-1810'-4 1/2
380Z16-173'-4
35'-8
34'-3
25'-0
27'-6
27'-0
SEE SHEET E-17 FOR
CORNER GIRT CONNECTION
EC3(W12X14)
A
80C14-8
1
80C14-4
80C14-3
OH80-1
80Z16-3 (U.N.)
(2) REQUIRED
80C14-8
80Z16-18
1
80C14-4
80C14-3
OH80-1
3'-4
80C14-8
80C14-4
OH80-1
EI5(W12X14)
1'-0 - 1'-0
LAP TYP U.N.
C
1
FB-1
FB-1
80C14-3
80Z16-12 (U.N.)
(3) REQUIRED
80C14-3
80Z16-5
ER4( W12X14 )
80Z16-18
CGC10
ER5( W12X14 )
25'-0
SBT-1000 (HSS8X6X 1/4)
PLANE ID: 1003
EI6(W10X22)
1'-0 - 1'-0
LAP TYP U.N.
F
GC-1
E-15
FB-2
FB-2
80C14-4
80C14-5
80Z16-17 (U.N.)
(3) REQUIRED
2
EI7(W10X22)
1'-6 - 1'-6
LAP TYP U.N.
GC-2
E-15
3
FB-2
FB-2
OH80-1
80C14-6
80C14-14
H
ER6( W12X26 )
CLV1-1
80U2-1X
80Z16-6
CL-15
CL-15
CL-15
GC-3
E-15
J
CL-2
EC4(W10X22)
3'-0
OVERHANG
OHB5
FUTURE BUILDING
58' W
31'4 EAVE HEIGHT
1:12 SLOPE
EI6
CANOPY BRACKET
80Z16-5
SBT-1000
(HSS8X6X 1/4 )
(2) 1/2 X 1 1/4 A325T
BOLTS
(3 )3/4 X 2 A325T
BOLTS
DETAIL
TUBE HEADER & GIRT CONNECTION TO CANOPY BEAM
GC-1
E-15
EI7
(2) 1/2 X 1 1/4 A325T
BOLTS
(3)3/4 X 2 A325T
BOLTS
SBT-1000
(HSS8X6X 1/4)
80C16-1
DETAIL
TUBE HEADER & "C" CONNECTION TO CANOPY BEAM
GC-2
E-15
EC4
REFER TO GC-5
ON E-18 FOR GIRT
CONNECTION DETAIL
CGC10
(2)1/2 X 1 1/4 A325T
BOLTS
80C16-1
80Z16-18
DETAIL
"C" CONNECTION TO CANOPY BEAM
GC-3
E-15
8. REQUIRED FASTENER LAYOUT DETAILS.
ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS
SHEET:
M15P0258A E-12
T&W CORPORATION
GREATER LAFAYETTE CHINESE ALLIAN
3501 W. 250 N.
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSWEST LAFAYETTE, IN 47906
25'-0
52'-0
EAVE STRUT LINE (SEE S.W.)
ROOF FRAMING PLAN BLDG 2
25'-0
80Z12-3 (U.N.)
(3) REQUIRED
CL-12
CNP1
CNP1
BR5-13
1'-0
6'-0
SL
F
6.5
BR5-13
CL-12
PLANE ID: 1071
2'-6 - 2'-6
LAP TYP U.N.
H
CL-12
1'-0
26'-42BR5-13
28'-6380Z12-4
28'-6380Z12-3
25'-11 3/411B80C2-5
25'-11 3/411B80C2-3
LENGTHQTYMARK
PART LENGTH CHART
80Z12-4 (U.N.)
(3) REQUIRED
J
CNP1
52'-0
(3.6)FECO81 (3.6)FSF81 (3.6)FJ2 (3.6)TGT1 (19)TCGC
(3.6)THSRW1 (0.15)FEB-10.2 (2.6)GA-4
ROOF SHEETING @ 1071: (POWH)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
ROOF SHEETING PLAN BLDG 2
6'-0
3
(1)TRUECL
(0.4)TRU1
(0.5)80G6-20.0
(4)CL-21
(0.5)RSA-1
(0.4)RSF1
(0.4)FL258
(0.4)FJ2
(1)FL17
(1)TGE31R
(1)TRUECR
SL
PLANE ID: 1071
6.5
F
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
2'-0
(1)TRUECR
(0.4)TRU1
(0.5)80G6-20.0
(4)CL-21
(0.5)RSA-1
(0.4)RSF1
(0.4)FL258
(0.4)FJ2
(1)FL17
(1)TGE31L
(1)TRUECL
J
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
52'-0
(3.6)FL2A11 (5.25)FL22A1-10.2
SOFFIT SHEETING PLAN-CANOPY
6'-0
11/2
F
6.5
SL
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
J
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
9. REQUIRED FASTENER LAYOUT DETAILS.
ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS
SHEET:
M15O8021A E-12
GENERAL STEEL CORPORATION
ABT DOCK ADDITION
1200 N MILWAUKEE AVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGLENVIEW, IL 60025
EXISTING
BUILDING
ENDWALL FRAMING ELEVATION AT LINE 1 BLDG 1
19'-3
97'-0
19'-3
80Z14-1 (U.N.)
(1) REQUIRED
19'-3
F E
2'-5
40C16-1 (U.N.)
(1) REQUIRED
F1
E-12
H
E-12
DET.
80Z14-12
EI2
RR1
RC1
P15
20'-0
PLANE ID: 1002
CD
CL-4
TYP.
EI1
CL-4
TYP. GEA-2
TYP.
80Z13-1 (U.N.)
(2) REQUIRED
EI4
LENGTHQTYMARK
EXISTING
BUILDING
19'-3
AB
F
E-12
DET.
80Z14-11
EI3
RR1
RC1
P16
80Z14-1 (U.N.)
(1) REQUIRED
2'-5
40C16-1 (U.N.)
(1) REQUIRED
11'-8180Z14-12
11'-8180Z14-11
18'-2 3/4280Z14-1
18'-11 3/4280Z13-1
6'-9 1/8240C16-1
22'-2
EXISTINGBUILDINGE.H.
PART LENGTH CHART
97'-0
48'-6
(5)GA-2 (9.75)FPEC1-10.2 (6.6)VFF7
(1)TRCF1-GSC (0.1)FEB-10.2
PLANE ID: 1002
ENDWALL SHEETING ELEVATION AT LINE 1 BLDG 1
28'-15/8
23'-1
(1)TRECL
(3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7
EXISTING
BUILDING
L3P26-18(3'-31/2)
L3P26-16(3'-71/4)
L3P26-15(3'-11)
L3P26-14(4'-23/4)
L3P26-13(4'-61/2)
L3P26-12(4'-101/4)
L3P26-2(5'-2)
L3P26-3(5'-53/4)
L3P26-4(5'-91/2)
L3P26-5(6'-11/4)
L3P26-6(6'-5)
L3P26-7(6'-83/4)
L3P26-8(7'-01/2)
L3P26-9(7'-41/4)
L3P26-10(7'-8)
L3P26-11(7'-113/4)
F
2'-5
5'-05/8
1/2
(0.4)FCR
22'-2
EXISTINGBUILDINGE.H.
48'-6
(3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7
L3P26-28(5'-7)
L3P26-27(5'-31/4)
L3P26-26(4'-111/2)
L3P26-25(4'-73/4)
L3P26-24(4'-4)
L3P26-23(4'-01/4)
L3P26-22(3'-81/2)
L3P26-17(3'-43/4)
L3P26-18(3'-31/2)
A
L3P26-36(8'-1)
L3P26-35(7'-91/4)
L3P26-34(7'-51/2)
L3P26-33(7'-13/4)
L3P26-32(6'-10)
L3P26-31(6'-61/4)
L3P26-30(6'-21/2)
L3P26-29(5'-103/4)
2'-5
EXISTING
BUILDING
2'-0
1/2
(0.4)FCR
(1)TRECR
FASTEN CEE TO ZEE W/
#12X 1 1/4 SDHHT4
SPECIAL GIRT CONNECTION
TYPICAL AT BOTH CORNERS
H
E-12
(2 )1/2 X 1 1/4 A325T
BOLTS
(2)1/2 X 1 1/4 A325T
BOLTS
RR1
P15
PL 1/8"X10 1/4
80Z14-12
40C16-1
CLB-1
FL 1/8"X3 1/2
80Z16-2
(4) #12x1 1/4 SDHH
40C16-1
(2 )1/2 X 1 1/4 A325T
BOLTS
SPECIAL CORNER CONNECTION
TYPICAL AT BOTH CORNERS
F
E-12
CLB-1
FL 1/8"X3 1/2
40C16-1
RC1
(4) #12x1 1/4 SDHH
(2)1/2 X 1 1/4 A325T
BOLTS
80Z16-5
F1
E-12
SECTION
10. CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
CLIP MARK NUMBER IS: CL-15
3, 4
LOCATED ON ALL PURLINS ON FRAME LINES:
THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.
(2) 1/2 X 2 A325T
[A] AT NOTED LOCATIONS USE:
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN
20 FEET OF A HIGHER STRUCTURE. INFORMATION PROVIDED TO THE
METAL BUILDING SUPPLIER DOES NOT INDICATE THE PRESENCE OF A
SHADOWING STRUCTURE WITHIN THIS 20 FEET WITH THE EXCEPTION OF
THE EXISTING BUILDING AT THE RIGHT ENDWALL. AS A RESULT, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THIS
DESIGN WITH THE EXCEPTION OF THE ROOF AREA ADJACENT TO THE RIGHT ENDWALL.
SNOW SURCHARGE HAS BEEN CONSIDERED IN THE DESIGN OF JOB #M15O8021A. THE
MAXIMUM LENGTH OF THE UPPER BUILDING IS ASSUMED TO BE 608 FEET FOR
CALCULATING THE DRIFT LOADS ON THE LOWER BUILDING
LOADS DESIGNATED WITHIN CONTRACT SPECIFICATIONS DO NOT ALLOW FOR ANY TYPE
OF SUSPENDED SYSTEM OVER 1 PSF (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.)
SUSPENSION OF ANY LOAD INDUCING SYSTEM OVER 1 PSF IS EXPLICITLY PROHIBITED UNLESS
A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS
SHEET:
M15O8021A E-10
GENERAL STEEL CORPORATION
ABT DOCK ADDITION
1200 N MILWAUKEE AVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGLENVIEW, IL 60025
19'-319'-320'-019'-319'-3
B
E-10
A
E-10
ROOF FRAMING PLAN BLDG 1
A
B
C
D
E
F
8 17'-3 24'-0 24'-0 24'-0 24'-0 24'-0 14'-6 1'-6 31'-14BR5-217'-62080Z14-5
QTY
QTY
1080Z14-7
PLANE ID: 1005, 1004
87654321
19'-3
24'-0
CL-12
CL-12
BR5-3 BR5-3
EAVE STRUT LINE (SEE S.W.)
EAVE STRUT LINE (SEE S.W.)
PST1
AAA
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
BR5-3
BR5-3
80Z14-6 (U.N.)
(13) REQUIRED
GBB-1
SBC-3
80Z14-2 (U.N.)
(10) REQUIRED
A
BR5-2BR5-2
PST2
CL-12
CL-12
SBC-1
CL-12
CL-12
CLRB1
SBC-4
GBB-1
SBC-2
A
BR5-1
BR5-1
BR5-1 BR5-1
CLRB1
A
A
A
A
A
BR5-2
BR5-2
80Z14-7 (U.N.)
(10) REQUIRED
A
80Z14-8 (U.N.)
(10) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
A
CL-12
CL-12
A
CLRB1
A
CL-12
A
A
CL-12
A
A
A
CLRB1
A
A
A
A
A
24'-0
3'-0 - 3'-0
LAP TYP U.N.
8 17'-3
2'-6 - 2'-6
LAP TYP U.N.
2
80Z14-10 (U.N.)
(13) REQUIRED
1
80Z14-3 (U.N.)
(10) REQUIRED
24'-0
80Z14-7 (U.N.)
(10) REQUIRED
80Z14-9 (U.N.)
(10) REQUIRED3'-0 - 3'-0
LAP TYP U.N.
43
19'-3
80Z13-2 (U.N.)
(18) REQUIRED
A A A
BR5-2
BR5-2
80Z13-4 (U.N.)
(10) REQUIRED
BR5-3
3'-0 - 2'-0
LAP TYP U.N.
A
2'-6 - 2'-6
LAP TYP U.N.
A
BR5-2
CL-12
A
CLRB1
A
A
A
A
A
A
A
A
A
CL-12
BR5-1
BR5-1
CLRB1
A
A
BR5-2
19'-3
1080Z13-4
80Z14-4 (U.N.)
(20) REQUIRED
BR5-3
1'-6 - 2'-6
LAP TYP U.N.
A
A
A
1080Z14-3
1080Z13-5
1880Z13-3
MARK
1380Z14-6
2080Z14-4
1080Z14-2
A
1880Z13-2
MARKB
19'-320'-0
D
CL-12
CL-12
A
CL-12
CL-12
BR5-1
CLRB1
A
BR5-1
A
A
A
A
A
A
C
E
24'-0
80Z13-3 (U.N.)
(18) REQUIRED
24'-0
80Z13-5 (U.N.)
(10) REQUIRED3'-0 - 2'-0
LAP TYP U.N.
5
2'-6 - 2'-6
LAP TYP U.N.
BR5-3
6
14'-6 1'-6
80Z14-5 (U.N.)
(20) REQUIRED1'-6 - 2'-6
LAP TYP U.N.
BR5-3
F
87
30'-74BR5-330'-0
29'-6
29'-01080Z14-929'-0
LENGTHQTYMARKLENGTH
PART LENGTH CHART
30'-74BR5-320'-5
31'-14BR5-217'-6
26'-64BR5-129'-6
29'-01080Z14-829'-6
30'-01080Z14-729'-0
LENGTHQTYMARKLENGTH
PART LENGTH CHART
26'-64BR5-129'-6
20'-51380Z14-10
TYPICAL AT E,B
A
E-10
SECTION
A1
E-10
EI_
SBC-2 (C8x11.5)
(1)3/4 X2A325T
GBB-1
GBB-1
(1)1/2X 1 1/4 A325T
(FIELD DRILL)
SBC-2 (C8x11.5)
A1
E-10
SECTION
(2 )1/2 X 1 1/4 A325T
BOLTS
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL) CL-3
(2 )1/2 X 1 1/4 A325T
BOLTS
( 2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)
CL-3
B
E-10
SECTION
B1
E-10
SBC-4 (C8x11.5)
EI_
PST_
(1) 3/4X2 A325T
SBC-4 (C8x11.5)
( 2)1/2 X 1 1/4 A325T
BOLTS
B1
E-10
SECTION
CL-3
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)
CL-3
( 2)1/2 X 1 1/4 A325T
BOLTS
(1)1/2X1 1/4A325T
(FIELD DRILL)
PST_
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)
11. CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
CLIP MARK NUMBER IS: CL-15
4, 5, 6
LOCATED ON ALL PURLINS ON FRAME LINES:
THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN
20 FT. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO THE METAL
BUILDING SUPPLIER DOES NOT INDICATE PRESENCE OF A SHADOWING
STRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-11
MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS
7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
1'-0
1'-0
CL-12
CL-12
CL-12
CL-12
60'-0
20'-020'-020'-0
F
A
D
C
ROOF FRAMING PLAN
200'-0
25'-0
60'-0
15'-0
200'-0
25'-0
BR5-7
BR5-6
BR5-8
BR5-7
BR5-6
25'-0
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-13 (U.N.)
(6) REQUIRED
80Z16-5 (U.N.)
(6) REQUIRED
80Z13-1 (U.N.)
(6) REQUIRED
2'-0 - 4'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
24'-0 25'-0
321
CL-12
CL-12
CL-12
CL-12
BR5-2BR5-2
BR5-5
BR5-3
BR5-4
BR5-3
CLRB05
BR5-3
BR5-2
BR5-4
BR5-3
BR5-2
BR5-5
CL-12
CL-12
CL-12
CL-12
CLRB05
25'-0
PLANE ID: 1005, 1004
54
BR5-6
CL-12
CL-12
CL-12
CL-12
CLRB05
CLRB05
CL-12 BR5-8
EAVE STRUT LINE (SEE S.W.)
CL-12
BR5-7
CL-12
BR5-6
BR5-8 BR5-8
CLRB05
CL-12
BR5-7
25'-0
80Z16-16 (U.N.)
(6) REQUIRED
25'-024'-0
1 2 3
2'-0 - 4'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
80Z13-4 (U.N.)
(6) REQUIRED
80Z16-6 (U.N.)
(6) REQUIRED
25'-0
4 5
3'-0 - 3'-0
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-10 (U.N.)
(6) REQUIRED
EAVE STRUT LINE (SEE S.W.)
24'-0
PART LENGTH CHART
80Z13-2 (U.N.)
(6) REQUIRED
80Z15-6 (U.N.)
(6) REQUIRED
80Z16-14 (U.N.)
(6) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-0
LAP TYP U.N.
3'-6 - 2'-0
LAP TYP U.N.
A
E-11
BR5-3
BR5-5
25'-0
BR5-8
BR5-7
BR5-6
BR5-529'-6680Z15-6
28'-22BR5-428'-10680Z13-2
25'-24BR5-329'-0680Z13-1
LENGTHQTYMARKLENGTHQTYMARK
PART LENGTH CHART
680Z16-16
680Z16-15
1280Z16-10
680Z16-6
680Z15-7
180Z13-5
680Z13-4
580Z13-3
QTYMARK
876
26'-64BR5-2
30'-0680Z16-14
30'-6680Z16-13
31'-01280Z16-10
29'-6680Z16-5
29'-12
26'-22
27'-52
25'-0
28'-02
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CLRB05
CL-12
CL-12
CL-12
CL-12
CLRB05
30'-6
29'-12BR5-830'-0
26'-22BR5-731'-0
27'-52BR5-629'-6
28'-02BR5-529'-6
28'-22BR5-428'-9 7/8
25'-24BR5-329'-0
26'-64BR5-228'-10
LENGTHQTYMARKLENGTH
9
1'-0
30'-0
BR5-2BR5-2
4
CL-12
CL-12
BR5-3
BR5-4BR5-5
B
E-11
CL-12
CL-12
BR5-3 BR5-3
BR5-2
BR5-2
BR5-4
CLRB05
15'-0
A
B
E
1'-024'-025'-025'-0
6 7 8 9
4
4
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-0
LAP TYP U.N.
3'-6 - 2'-0
LAP TYP U.N.
F
80Z16-15 (U.N.)
(6) REQUIRED
80Z15-7 (U.N.)
(6) REQUIRED
80Z13-3 (U.N.)
(6) REQUIRED
12. 2"3/16
2"3/16
BRACED SPANDREL BEAM AT EVERY 3'0".
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-14
MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS
7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
22'-6
26'-3
25'-0
ENDWALL FRAMING ELEVATION AT LINE 9
22'-6
60'-0
30'-0
PLANE ID: 1038
OPEN FOR MASONRY
15'-0
EI3
EC2
A B
1'-3
3'-9
SPBM2 ER3
15'-0
13'-7 1/82SPBM2
LENGTHQTYMARK
PART LENGTH CHART
EC2
EI4
FE
QTY
PART LENGTH CHART
MZC2
(TYP)
MZC2
(TYP)
MZB1
SPBM2
ER2
MZC2
(TYP)
MZC2
(TYP)
SPBM2
MARK
13'-7 1/82
LENGTH
13. REQUIRED FASTENER LAYOUT DETAILS.
ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.
ERECTION NOTE!!!
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / DSP 06/17/2015SJRELEASED FOR CONSTRUCTION 0 KKB / KKB 06/04/2015SJRELEASED FOR PERMITS
SHEET:
M15N0247A E-08
KELLER INC
LAMERS BUS LINES
HWY 153 MOSINEE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSASHLEY, WI 54455
FRONT ROOF SHEETING PLAN
98'-0
33'-63/8
(13.5)RJF1 (6.8)RFE1 (0.923)FEB-10.2 (2)RFEC1
ROOF SHEETING @ 1004: (ALCT)
PLANE ID: 1004
S3P24-3(33'-53/8)
(0.6)FJ2 (0.6)TGT1 (0.9)KTSET1-10.2 (0.4)FL9A11(1)GE1R
(1)TCB1R
(1)TRECRC
S3P24-3(33'-53/8)
1
(2.4)TR1S
(0.066)FEB-10.2
(1.75)GA-7
(2.4)RSF1
(2.4)FL258
(2.4)FJ2
A
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(0.2)FEB-10.2
(1)TRC1S1C-ABC
GA-1 WAS PROVIDED AT EAVE
FOR ROOF INSULATION LINER(BY OTHERS)
TO ATTACH TO.
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(6.3)TGT1 (9.3)KTSET1-10.2
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
4
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
17'-63/8
33'-63/8
SHEETINGPACKAGE:SP1041(LTBZ)
PLANEID:1004
FRONT ROOF SOFFIT PANEL
A
16'-0
L3P26-1(17'-811/16)
L3P26-1(17'-811/16)
6'-0 OVERHANG
L3P26-2(16'-13/4)
L3P26-2(16'-13/4)
98'-0
33'-63/8
(2.4)TR1S
(0.066)FEB-10.2
(1.75)GA-7
(2.4)RSF1
(2.4)FL258
(2.4)FJ2
(0.6)FJ2 (0.6)TGT1 (0.9)KTSET1-10.2 (0.4)FL9A11
S3P24-3(33'-53/8)
(2.4)FL2A0
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(1)GE1L
(1)TCB1L
(1)TRECLC
F
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(6.3)TGT1 (9.3)KTSET1-10.2
REAR ROOF SHEETING PLAN
4
ROOF SHEETING @ 1005: (ALCT)
PLANE ID: 1005
17'-63/8
33'-63/8
F
SHEETINGPACKAGE:SP1042(LTBZ)
L3P26-1(17'-811/16)
L3P26-1(17'-811/16)
REAR ROOF SOFFIT PANEL
PLANEID:1005
16'-0
6'-0 OVERHANG
(0.4)RLF1
L3P26-5(16'-15/8)
L3P26-5(16'-15/8)
(2.4)FL2A0