Anchor Bolt Connections Columns • Columns come in a variety of shapes and sizes. Oversized square, round and rectangular columns are available with or without accent bands • Not all columns are available on all shelters. Consult Poligon for building specifics • Columns shown are for illustration only and are not meant to be standards. Bands can be placed in any quantity and most locations on any of the columns • The maximum height for the column base access holes is 11” (center). Band location must allow the access hole to be placed within the lower 11” of the column • Column sizes can often be oversized for look but cannot be undersized because of structural requirements • Stub columns are available for mounting on masonry, bricks or pieces designed by others Plain Square Windsor Round Wooster Alma Neo Classic Fiberglass Wraps Westminster Winchester ALMA COLUMN OPTIONS K80 WESTMINISTER K86 K88 K83 K89 WIXOM NEO CLASSIC (FIBERGLASS WRAP) WINCHESTER WINDSOR K87 PES AND SIZES. OVERSIZED SQUARE, ROUND AND RECTANGULAR COLUMNS ARE BANDS. N ALL SHELTERS. CONSULT POLIGON FOR BUILDING SPECIFICS. ON ONLY, AND ARE NOT MEANT TO BE STANDARDS. BANDS CAN BE PLACED IN ANY THE COLUMNS (WITH EXCEPTION NOTED BELOW.) MN BASE ACCESS HOLE IS 11" MAXIMUM (CENTER). BAND LOCATION MUST ALLOW THE HE LOWER 11" OF THE COLUMN. ED FOR LOOK BUT CANNOT BE UNDERSIZED BECAUSE OF STRUCTURAL REQUIREMENTS K85 SAN JOSE SHEET COLUMN OPTIONS PATENTED AND/OR PATENTS PENDING COPYRIGHT 2007 PORTERCORP HOLLAND, MI 49424 ARCHITECTURE PARK Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design. Designs and calculations of Poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon. R portercorp by www.poligon.com 800-354-7721 PORTERCORP, 4240 N. 136th AVE, HOLLAND, MI 49424 11/14/2011 DATE: REV LEVEL: A Electrical Cutouts Internal Anchor Bolts At Finish Grade Anchor Bolts Below Finish Grade External Anchor Bolts At Finish Grade External Anchor Bolts With Cover When electrical access is requested, a 1 1/8” diameter hole is provided through the column baseplate and ¾” diameter holes are provided through connection plates to allow wire access through columns, trusses, and into the compression ring/tube or ridge beam. Electrical cutouts are round or rectangular holes in structural members required for installation of electrical fixtures or additional wire access. All cutout requests must be reviewed by our engineering department as their placement may affect structural integrity. Poligon is not responsible for unauthorized cutouts made in the field. Unauthorized electrical cutouts made in the field will void the shelter’s warranty. Typical cutout locations: • Outlet cutouts are typically placed 18” above grade on the inside face of the column • Light switch cutouts are typically located 48” above grade on the inside face of the column • All cutouts are at least 12” from any structural joints • All cutouts are typically centered on the member wall and not close to the corners • Cutouts can be located through cover plates, such as the bottom of a juncture column • The standard rectangular cutout size is 2 3/8” x 4” and round cutout size is 3/4” diameter NO TO NOT ( TOP (BELOW FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY THE MANUFACTURER) TOP OF CONCRETE FOUNDATION ELECTRICAL ACCESS ANCHOR BOLTS ACCESS HOLE ANCHOR BOLT (BELOW FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB NOTES: 1. THE REQUIRED ANCHOR BOLT LAYOUT IS A FUNCTION OF THE PRO 2. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYO DRAMATICALLY AFFECT THE STRUCTURE'S DESIGN AND PERFORMA 3. THE ANCHOR BOLT LAYOUT CAN IMPACT THE CONSTRUCTION SEQ THE SLAB INSTALLATION), SO PLEASE USE THE FOLLOWING INFORM • INTERNAL ANCHOR BOLTS ARE PROVIDED ON THE VAST MA • EXTERNAL ANCHOR BOLTS ARE TYPICALLY ONLY REQUIRED LARGE STRUCTURES (> 2000 SQ FT), AND ON CANTILEVERED 4. IF YOUR PROJECT HAS UNIQUE BASE PLATE, SLAB, OR FOUNDATION COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEE ENGINEERING WILL DETERMINE THE RE BOLT LAYOUT WHEN DESIGNING T USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY STOP!! NOT FOR CONSTRUCTION (DESIGN BY MANUFACTURER) (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (AT FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT ELECTRICAL ACCESS ANCHOR BOLTS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION (AT FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB ACCESS HOLE ANCHOR BOLT ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) TOP OF CONCRETE FOUNDATION (BELOW FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY THE MANUFACTURER) TOP OF CONCRETE FOUNDATION ELECTRICAL ACCESS ANCHOR BOLTS ACCESS HOLE ANCHOR BOLT (BELOW FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB NOTES: THE REQUIRED ANCHOR BOLT LAYOUT IS A FUNCTION OF THE PROJECT SPECIFIC ENGINEERING REQUIREMENTS. 1. 2. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYOUT BECAUSE IT CAN DRAMATICALLY AFFECT THE STRUCTURE'S DESIGN AND PERFORMANCE. THE ANCHOR BOLT LAYOUT CAN IMPACT THE CONSTRUCTION SEQUENCE (I.E. THE TIMING OF 3. THE SLAB INSTALLATION), SO PLEASE USE THE FOLLOWING INFORMATION AS A GENERAL GUIDE: INTERNAL ANCHOR BOLTS ARE PROVIDED ON THE VAST MAJORITY OF STRUCTURES • EXTERNAL ANCHOR BOLTS ARE TYPICALLY ONLY REQUIRED IN HIGH SEISMIC REGIONS, ON SOME • LARGE STRUCTURES (> 2000 SQ FT), AND ON CANTILEVERED STRUCTURES. IF YOUR PROJECT HAS UNIQUE BASE PLATE, SLAB, OR FOUNDATION REQUIREMENTS, PLEASE 4. COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEERING ORDER. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYOUT WHEN DESIGNING THIS STRUCTURE R PORTERCORP www.poligon.com PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 by (616)399-1963 PATENTED OR PATENTS PENDING COPYRIGHT 2014 SHEET P PROJECT: PROJECT LOCATION: ANCHOR BOLT LAYOUT CAD MODEL: DRAWING: BUILDING NO: A CREATION DATE: 1:1 11/5/2019 FOUNDATION PRINT DATE: REV LEVEL: SCALE: DRAWN BY: NOT ( TO NOT B (D TOP (BELOW FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY THE MANUFACTURER) TOP OF CONCRETE FOUNDATION ELECTRICAL ACCESS ANCHOR BOLTS ACCESS HOLE ANCHOR BOLT (BELOW FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB NOTES: THE REQUIRED ANCHOR BOLT LAYOUT IS A FUNCTION OF THE PROJE 1. 2. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYO DRAMATICALLY AFFECT THE STRUCTURE'S DESIGN AND PERFORMAN 3. THE ANCHOR BOLT LAYOUT CAN IMPACT THE CONSTRUCTION SEQU THE SLAB INSTALLATION), SO PLEASE USE THE FOLLOWING INFORMA INTERNAL ANCHOR BOLTS ARE PROVIDED ON THE VAST MAJ • EXTERNAL ANCHOR BOLTS ARE TYPICALLY ONLY REQUIRED I • LARGE STRUCTURES (> 2000 SQ FT), AND ON CANTILEVERED 4. IF YOUR PROJECT HAS UNIQUE BASE PLATE, SLAB, OR FOUNDATION COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEER ENGINEERING WILL DETERMINE THE RE BOLT LAYOUT WHEN DESIGNING TH USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY STOP!! NOT FOR CONSTRUCTION (DESIGN BY MANUFACTURER) (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (AT FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT ELECTRICAL ACCESS ANCHOR BOLTS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION (AT FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB ACCESS HOLE ANCHOR BOLT ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) TOP OF CONCRETE FOUNDATION (BELOW FINISH GRADE) EXTERNAL ANCHOR BOLTS NON-SHRINK GROUT (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB (MATERIALS NOT BY MANUFACTURER) (DESIGN BY MANUFACTURER) TOP OF CONCRETE FOUNDATION ANCHOR BOLTS ELECTRICAL ACCESS (MATERIALS NOT BY MANUFACTURER) (DESIGN BY THE MANUFACTURER) TOP OF CONCRETE FOUNDATION ELECTRICAL ACCESS ANCHOR BOLTS ACCESS HOLE ANCHOR BOLT (BELOW FINISH GRADE) INTERNAL ANCHOR BOLTS (OPTIONAL) NOT BY MANUFACTURER) (DESIGN & MATERIALS TOP OF CONCRETE SLAB NOTES: THE REQUIRED ANCHOR BOLT LAYOUT IS A FUNCTION OF THE PROJECT SPECIFIC ENGINEERING REQUIREMENTS. 1. 2. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYOUT BECAUSE IT CAN DRAMATICALLY AFFECT THE STRUCTURE'S DESIGN AND PERFORMANCE. THE ANCHOR BOLT LAYOUT CAN IMPACT THE CONSTRUCTION SEQUENCE (I.E. THE TIMING OF 3. THE SLAB INSTALLATION), SO PLEASE USE THE FOLLOWING INFORMATION AS A GENERAL GUIDE: INTERNAL ANCHOR BOLTS ARE PROVIDED ON THE VAST MAJORITY OF STRUCTURES • EXTERNAL ANCHOR BOLTS ARE TYPICALLY ONLY REQUIRED IN HIGH SEISMIC REGIONS, ON SOME • LARGE STRUCTURES (> 2000 SQ FT), AND ON CANTILEVERED STRUCTURES. IF YOUR PROJECT HAS UNIQUE BASE PLATE, SLAB, OR FOUNDATION REQUIREMENTS, PLEASE 4. COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEERING ORDER. ENGINEERING WILL DETERMINE THE REQUIRED ANCHOR BOLT LAYOUT WHEN DESIGNING THIS STRUCTURE R PORTERCORP www.poligon.com PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 by (616)399-1963 PATENTED OR PATENTS PENDING COPYRIGHT 2014 SHEET P PROJECT: PROJECT LOCATION: ANCHOR BOLT LAYOUT CAD MODEL: DRAWING: BUILDING NO: A CREATION DATE: 1:1 11/5/2019 FOUNDATION PRINT DATE: REV LEVEL: SCALE: DRAWN BY: 86 800.392.6158 bjspark.com 87
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