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					|  | MW  
			Installers is dedicated to delivering customer satisfaction by 
			following proper installation techniques & procedures required by 
			law to transport your mobile home. 
 Mobile Home & Modular Installation Services include:
 
 - Florida State Licensed Mobile home Mover & Installer
 (Florida State License # IH-1025198)
 - Re-leveling all size Mobile homes
 - Retro fit your existing Mobile home To Meet State Regulating 
			Standards Of Code 15C-1
 - Replacing old Mobile Home rusted anchors with new galvanized 
			anchors
 - Proper Spacing
 - Add additional foundation piers
 
 MW modular Installers & Mobile Home Movers procedures and 
			installation services act in accordance with standards set by the 
			Department of Highway Safety and Motor Vehicles for the proper 
			installation and setting of mobile/manufactured homes and park 
			trailers.
 For More Information on Florida Code 15C-1 Please Read The Section 
			Below.
 
 Florida Administrative Code 15C-1
 
 It's not just hurricanes that require special attention by owners of 
			manufactured homes in Florida. Many manufactured home owners in 
			Florida create an assumption that hurricanes are the only natural 
			weather phenomenon that their manufactured home needs protection 
			from. Along with the correlated risk associated with living in 
			Florida and hurricanes also comes a very high risk of experiencing 
			violent thunderstorms in summer months, with lightening, strong 
			winds and tornadoes, owners of manufactured homes need to keep all 
			weather conditions in mind when planning to protect their home and 
			make sure that installation of their manufactured/mobile home is 
			performed in accordance with Florida Administrative Code 15C-1.
 
 Prior to the vast amounts of devastation and damage to 
			manufactured/mobile homes caused by the winds of Hurricane Andrew in 
			1992, the pier and anchor placement was determined by local county 
			codes. Shortly after hurricane Andrew the Florida Department of 
			Motor Vehicle (DMV) implemented a very strict state code for all 
			Manufactured/Mobile Home installation.
 
 15C-1.0102
 Installation Standards for Mobile/Manufactured Homes and Park 
			Trailers.
 
 The standards set forth herein are requirements for all 
			mobile/manufactured home and park trailer installations, unless 
			otherwise specified in this rule. All installations of 
			mobile/manufactured homes shall be performed by either a licensed 
			installer, dealer installer or manufacturer installer.
 
 Easy Directory Links:
 
 1.
			
			
			Installation Standards
 2. 
			
			Anchors, Piers And Tie-Down Components
 3. 
			
			Site Preparation
 4. 
			
			Auger Anchors
 5.
			
			
			Stabilizing Devices
 6. 
			
			Foundations, Piers, And Load Bearing Support Devices
 
 
 
 Installation standards
 
 Installation standards for the set-up of new or used manufactured 
			homes and park trailers shall be in compliance with the manufacturer 
			installation instructions unless otherwise specified in this rule. 
			In the absence of the manufacturer installation instructions, used 
			mobile/manufactured homes and park trailers shall comply with the 
			provisions of this rule. The park trailer manufacturer shall make 
			built-in provisions for a minimum of three (3) vertical tie-down 
			straps and three (3) frame tie-down straps on each side of the unit. 
			All used park trailers shall have at least three (3) vertical and 
			three (3) frame tie-down straps installed. Exception: The center 
			vertical tie-down strap on used units may be exempt when it is 
			structurally prohibitive to install.
 
 Anchors, 
			Piers and Tie-Down Components
 
 All anchors, piers and tie-down components used in the installation 
			of a mobile/manufactured home or park trailer shall be tested, 
			listed and approved by the Florida Department of Highway Safety and 
			Motor Vehicles, Bureau of Mobile Home and Recreational Vehicle 
			Construction. If tests are conducted out of the State of Florida, 
			the anchor or component manufacturer shall pay the expenses (per 
			diem and travel) incurred by this out-of-state travel. Installation 
			of such anchors, piers and tie-down components shall be in 
			accordance with the manufacturer instructions used during the 
			testing procedure.
 
 Site Preparation
 
 Site Preparation: The under-home grade (ground) shall be cleaned of 
			all vegetation and organic material; i.e., stumps, roots, etc., 
			except grass not exceeding three inches (3'') in height. The area 
			beneath and around the home shall be graded, sloped for proper 
			drainage so that water will not accumulate under the home. All grass 
			and organic material shall be removed and the pier foundation placed 
			on stable soil or compacted fill. When the soil compaction or soil 
			bearing capacity is not known, assume one thousand (1,000) psf or 
			consult with the local building authority. Soil shall be removed 
			from an area of at least 16'' 16'' to a depth equal to the height of 
			the pier base. Exception: When being installed on fresh, clean, 
			compacted fill the pier base may be placed on top of the soil. The 
			bottom of the footer(s) shall be placed on stable soil. The pier 
			foundation shall be a minimum of 4'' 16'' 16'' solid concrete pad, 
			pre-cast or poured eight inch (8'') minimum in place, or other 
			material approved and listed by the department. Where the 
			manufacturer specifications have additional requirements than the 
			above, the more stringent shall apply.
 
 Auger Anchors
 
 Auger Anchors: All mobile/manufactured homes and park trailers shall 
			be anchored with approved auger anchors, which shall be coated with 
			hot-dipped zinc galvanizing (ASTM Standard #123-89A, which is hereby 
			incorporated by reference); .60 ounces per square foot. Auger 
			anchors shall be installed to the manufacturers installation 
			instructions with special emphasis on soil classification and placed 
			in undisturbed or compacted soil. Piers are to be installed off 
			center of the anchors so as not to interfere with the proper 
			alignment of the strapping. Anchors may be installed in predrilled 
			holes provided the anchor penetrates a minimum of two feet (2') into 
			undisturbed soil beyond the predrilled hole. When the anchor 
			manufacturer installation instructions permit, the hole is then 
			backfilled with soil compacted in layers not exceeding six inches 
			(6''). For manufactured homes produced after July 13, 1994, refer to 
			the manufacturer set-up manual for the working load requirements for 
			anchors at the different tie points on the manufactured home. For 
			used manufactured homes manufactured after July 13, 1994, and the 
			manufacturer set-up manual is not available, all anchor points at 
			side walls, shear walls, end walls, center line and other points as 
			identified by the manufacturer, shall be certified for a working 
			load of four thousand (4,000) pounds, with an ultimate load of six 
			thousand (6,000) pounds. Anchors are required one at each end of 
			shear walls; one on each end of each I-beam; one frame tie at each 
			vertical tie point; one on each end of each marriage wall (center 
			line); and on each ridge beam support post. Note: Coral anchors are 
			not designed to meet Zone II and Zone III wind requirements.
 
 Stabilizing Devices
 
 Stabilizing Devices: All ground anchors shall have approved 
			stabilizing devices approved by the department, each of which shall 
			have a minimum surface area of 180 square inches and shall be coated 
			with hot-dipped zinc galvanizing (ASTM Standard 123-89A, which is 
			hereby incorporated by reference); .60 ounces per square foot or 
			zinc coated to ASTM (A929/A 929M-96, which is hereby incorporated by 
			reference). The stabilizing device shall be installed with the top 
			of the stabilizing device installed flush with the soil to prevent 
			the anchor from deflecting. Exception: Stabilizer devices are not 
			required at center line or marriage wall locations unless required 
			by the manufacturer set-up manual.
 
 Foundations, piers, and load bearing support devices
 
 Foundations, piers or other load bearing supports or devices shall 
			be installed and constructed to evenly distribute the load. Steel 
			piers with mechanical adjustments shall be securely attached to the 
			frame of all mobile/manufactured homes or park trailers. (See Figure 
			C in Rule 15C-1.0103, F.A.C.) Manufactured load-bearing supports or 
			devices shall be listed and approved for the use in which it was 
			applied or piers shall be constructed as outlined in this rule. 
			Concrete products shall comply with the following specifications: 
			Minimum dimensional and structural requirements for load-bearing 
			solid and cell concrete blocks shall be to the Standard 
			Specification for Load-Bearing Concrete Masonry Units, ASTM C-90, 
			1996 edition. Concrete foundations and cap blocks must have a 
			minimum of two thousand two hundred (2,200) pound flexural strength 
			as measured by Standard Test Method for Sampling and Testing 
			Concrete Masonry Units, ASTM C140-96. Solid 4 concrete blocks are 
			the minimum thickness of blocks that will meet this test. Poured 
			concrete shall be a minimum of fcl = 2500 PSI. All plastic products 
			shall be conditioned to ASTM D 618-61, reapproved 1990, Standard 
			Practice for Conditioning Plastics and Electrical Insulating 
			Materials for Testing. Plastics shall be tested to the following 
			standards: ASTM D 790-92, Standard Test Methods for Flexural 
			Properties of Unreinforced and Reinforced Plastics and Electrical 
			Insulating Materials; ASTM D 732-85, Standard Test Method for Shear 
			Strength of Plastics by Punch Tool and ASTM G 53-88, Standard 
			Practice for Operating Light and Water Exposure Apparatus for 
			Exposure of Nonmetallic Materials. All of the above ASTM Standards 
			in subsection (6) are hereby incorporated by reference.
 
 Specific Authority 320.011, 320.8325(2) FS. Law Implemented 
			320.77(10), 320.822(12), 320.8285, 320.8325, 320.835(2) FS. History 
			ew 1-10-94, Amended 10-2-95, 3-31-99.
 
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