Trad_Single_InstallManual.pdf
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AG-0120-S-14-0047 Installation Manual
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SST® TRADITIONAL SINGLE RESTROOM WITH EXTENDED FLOOR PLAN TSE1199
INSTALLATION MANUAL
18240 North Bank Road Roseburg, OR 97470
541-496-3541 Fax: 541-496-0803
E-mail: romtec@rosenet.net Internet: www.romtec-inc.com
SST® Traditional Single Restroom with Extended Floor Plan
TSE1199
SST® TRADITIONAL SINGLE RESTROOM WITH EXTENDED FLOOR PLAN TSE1199ROMTEC SST® TRADITIONAL SINGLE
RESTROOM WITH EXTENDED FLOOR PLAN
Introduction This manual describes installation of the Romtec SST® Traditional
Single Restroom with Standard Floor Plan, including models with natural cedar exterior and Sandstone stucco exterior. Also included are installation instructions for the optional All-Weather Porch for these restroom models.
The manual includes information that will help you determine the suitability of this restroom for a particular site, including:
• Complete specifications
• List of supplied materials and materials you supply
• Cautions about installation of the underground vault, soil conditions and drainage at your site, ventilation and site selection
• Installation procedures
• Cleaning and maintenance procedures
Installation Video Available In addition to the information in this manual, the installation video cassette for this restroom shows a complete installation from start to finish.
IMPORTANT! : Since installation details may have changed somewhat since the video was produced, always refer to the manual for all dimensions and installation procedures.
Accessories Available From Romtec Romtec supplies a complete line of optional restroom accessories:
• Urinal - white polyethylene urinal can be fastened to interior wall with stainless fasteners (not supplied); drains into vault.
• Toilet Paper Dispensers - available in 2 and 3-roll sizes with free-rolling or restricted center bar. Choice of stainless steel or white.
• Toilet Riser Safety Bars - stainless steel bars fit in bottom of toilet riser to prevent objects larger than 6" from passing through.
• Graffiti Repair Kit - cleans and repairs most damage to wood and polyethylene surfaces.
• Toilet Cleaning Brush - heavy-duty brush with extra long handle for cleaning restrooms.
TABLE OF CONTENTS
CHAPTER PAGE
Specifications 1 Vault Cautions, Soil & Drainage Planning 2 Steps 1 & 2: Site Selection & Excavation 4 Step 3: Handling & Parts Inventory 6 Step 4: Vault Installation 8 Step 5: Backfill & Compaction 10 Step 6: Floor Pan Placement 11 Step 7: Building Placement 12 Step 8: Roof & Vent Pipe Installation 13
CHAPTER PAGE
Step 9: Concrete Forming 14
Step 10: Posts & Footings, Steel Rebar 15 Step 11: Wall Vent Installation 17 Step 12: Concrete Work 18 Step 13: Trim Installation 19 Step 14: Clean-up & Maintenance 20 Optional: All-Weather Porch Installation 21
SPECIFICATIONS
SST® Traditional Single Restroom with Ext ended Floor Plan Vault Patented Design U.S. Patent No. 4231482 - Concrete filled center pier column structural to slab and building.
Volume 750 gal. (approximately 11,000 uses) Dimensions 84" x 64" x 48-54" (bottom has 1"/ft slope) Weight 300 lbs.
Wall Thickness 3/8" min.
Material Cross-linked Polyethylene (Black)
ASTM Test Nom. Value Density D1505-85 0.944 g/cm3
Tensile Strength at Yield D638-84 3,000 psi Elongation at Break D638-84 400% Tensile Modulus of Elasticity D638-84 80,000 psi Flexural Modulus D790-84A 100,000 psi
Cleanout 24" O.D. x 61/2" high, Cover: 2 lbs., Cross-Linked Polyethylene Toilet Riser Stack 205/8" x 161/2" O.D. oval x 6" high (fits Romtec toilet risers) Vent Pipe Stack 12" O.D. x 10" high (fits standard 12" schedule 40 ABS pipe) Footing Form supplied for 36"x36"x12" deep steel-reinforced concrete footing under center of vault.
Steel Support Post 48" x 2" Sch. 40 steel post capped at both ends with 3" x 31/4" welded steel plates.
Post fits inside center pier column of vault to connect footing below vault with slab.
Building Material Cross-linked Polyethylene (Brown or Optional Desert Sand) Material spec. is same as vault.
Wall Thickness 1/4" min.
Floor Plan Dimensions Interior: 74" wide (widest point) x 89" long; Exterior: 77" wide x 112" long Floor Pan Cross-linked Polyethylene Concrete Floor Form (1/4" per foot slope toward door) Exterior Finish 1/2" Ext. T-111 Plywood with Cedar Trim (stained & sealed); Optional Sandstone
Thorowall® Stucco Exterior in Choice of Colors Wall Vent 1/8" Black Steel Frame & Expanded Mesh Welded to Galvanized Louvers with Fine
Mesh Screen, 181/4" x 223/4" x 2" (111 sq. in. free area) Door Pre-assembled 36" x 80" Steel, Honeycomb Core, Black, Stainless Steel Kick Plate Door Hinges Stainless Steel Self-closing (top & bottom model #US260), Std. Middle Hinge (model #US360) Door Handle Stainless Steel Yale Safety-Levered Locking Handle (dormitory style) Door Frame Reinforced Steel, Black Roof Structure Pre-assembled Wood Frame (200 lb. per sq. ft. snow load) Roofing Metal in Choice of Colors or optional Pre-assembled Cedar Shakes or Three-Tab Composition
Shingles in Choice of Colors Vent Shroud Pre-assembled Black Cold Rolled Steel, 18 ga.
Vent Pipe (2 piece) 12 " ID Schedule 40 ABS, 12' Overall Height Handicap Rails (2) Pre-assembled 42" Stainless Steel Toilet Riser and Seat 18", Cross-Linked Polyethylene, white, with Heavy-duty Polystyrene Seat Assembly.
Building Weight 1250 lb. (approx., includes building, roof, posts, siding, wall vent, shroud, vent pipe, hardware) Shipping Three Complete Romtec SST® Traditional Single Restrooms with Extended Floor Plan ship on a 48' closed trailer.
Installer Supplied Materials Concrete Pad & Footings 23' x 12' x 31/2" min. (reinforced with two layers 6x6-10x10 W.W.F. (6" x #10 steel mesh)*;
Post Footings: Four 16" x 16" x 12" min. (reinforced with 4 pcs. #4 x 12" rebar, poured monolithically with pad. Note: rebar in post footing over vault is 4 pcs. #4 36" at 12" o.c.)
Sonotube Footings: Two 12" diam. x 54" (reinforced with 4 pcs. #4 x 120" rebar)
Concrete Center Column & Footing Column: 51' x 6" avg. diameter.; Footing: 36" x 36" x 12" poured concrete (form supplied)
Concrete Volume & Weight
4.25 cu. yds. = 22,300 lbs. (approx., includes pad, center column, footings, reinforcing steel)
* Concrete pad may vary, depending on local soil and drainage conditions. Refer to local building codes.
Specifications are subject to change.Refer to your submittal documents for specificattions listed for your building.
ASTM Test Nom. Value Heat Deflection Temp., 66 psi D648-82 138oF Vicat Softening Temp. D1525-82 248oF Impact Brittleness Temp. D746-79 <-180oF Dart Impact (-40oC) ARM Std. (B) 60 ft.-lb.125 mil Environ. Stress Crack Resistance D1693-70 >1,000 hrs.
IMPORTANT! INSPECT THE VAULT BEFORE INSTALLING
The cross-linked polyethylene vault has been thoroughly inspected by Romtec before shipment to you, however, the vault may have been damaged in transit. THE INSTALLER IS RESPONSIBLE FOR INSPECTING THE VAULT BEFORE INSTALLATION. Use the following procedure to inspect the vault:
1. Make a thorough visual inspection of the exterior surface of the vault. Look for punctures and abrasions.
2. With the vault outdoors (preferably on a bright day), inspect very carefully inside the vault for light leaks. Light entering the vault through the polyethylene material indicates a possible leak.
3. DO NOT INSTALL the vault if you see light leaking through the vault. Contact Romtec for instructions.
Standard Installation Shown In Manual & Video Specifications and construction techniques in the manual and video show a standard installation with normal soil, drainage and temperature factors. Your installation may vary due to special factors at your site. Read the following information and refer to Figure 1 for special measures to support your concrete pad and building.
Cross-linked Polyethylene Vault is NOT the B uilding Foundation.
The vault is not designed to support the weight of the building and concrete pad. If soil shrinks away, the weight of the building and pad could press down on the vault causing damage. Problems can arise due to several causes:
1. If backfill material is not compacted well enough, it will eventually compress. If the concrete pad is resting on fill, the compressed soil will no longer support the building.
2. If ground water gets under the concrete pad it can wash away soil. As soil washes away, the weight of the pad and building will rest on the vault.
3. If soil around the vault is saturated with water, as in a flood, the pressure could damage the vault unless the vault is filled with water before the high water occurs.
4. If saturated soil under the concrete pad is frozen in winter and thawed in spring, the soil can swell and shrink, causing the weight of the pad and building to come to rest on the vault.
To ensure that your installation will have a sturdy base for many years to come, please consider using the following optional construction techniques:
Soil Conditions May Vary Know the soil conditions at your construction site during the entire year! The soil conditions at your site may vary, due to seasonal weather changes, surface or underground water, freeze/thaw cycles or seismic activity. It is very important that you plan the installation of your Romtec SST® restroom so there is support for the building and concrete pad in any soil condition at your site during all times of the year.
Do not assume that because the ground is hard packed in the fall, it will be the same during spring runoff or summer rains. This is very important, because the undisturbed ground outside the excavation for the vault must support the entire weight of the building and concrete pad.
If Over-Sized Excavation For Vault is Required The instructions in this manual call for excavation of a hole for the vault that is the same depth as the vault and has a maximum of one foot of space on all sides. If the removal of large rocks or debris makes it impossible to keep the hole this small, you should take the following measures to provide a solid base:
1. Use concrete to fill around the vault. IMPORTANT: If backfilling with concrete, the vault must be completely filled with water before backfilling to keep it from floating in the concrete.
2. Make the pad larger to extend to undisturbed soil. The pad and ground it is built on must support the building.
3. Two 12" sonotube forms are recommended for piers behind the vault. You may have to use additional 12" sonotube forms with footings below to construct additional steel-reinforced concrete piers which extend to solid ground under the building corners (see Figure 1).
VAULT CAUTIONS; SOIL, & DRAINAGE PLANNING
VAULT CAUTIONS; SOIL, & DRAINAGE PLANNING
Planning For Special Drainage Requirements Plan for year-round water on the surface and underground.
1. Locate the restroom in a well-drained site which will not experience erosion under or near the concrete slab during any time of the year.
2. If surface water is present or will be present at any time, install French drains and perforated drain pipe to carry water away.
3. If there is significant underground water, consider installing perforated pipe at the bottom of the hole to carry this water away.
4. Two sonotube forms are recommended for piers at the back of the vault. In very wet conditions, use additional 12" diameter sonotube forms to construct extra deep footings which extend to solid ground (see Figure 1).
Planning For Special Freeze/Thaw Requirements In areas with temperature extremes, changes in the soil can occur between winter and summer.
1. If the construction site is located where the ground can freeze deeper than 6", it is recommended that you dig a footing around the entire perimeter of the concrete pad to below the depth of the expected freeze.
2. If the restroom will be located where extremely deep ground frost is expected, use 12" diameter sonotube forms to construct extra deep piers which extend below the frost line under the building corners (see Figure 1).
REMEMBER: The entire weight of the building and concrete pad must be supported. The vault is not the foundation.
GROUND
OUTSIDE PAD
MUST SLOPE
AWAY WHEREVER
POSSIBLE.
ELEVATION VIEW FROM SOUTH SIDE OF EXCAVATION
NOT TO SCALE
IF GROUND SLOPES
TOWARD BUILDING, INSTALL
PERFORATED DRAIN PIPE IN
GRAVEL AT FOOT OF SLOPE.
IN EXTREMELY COLD
AREAS, DIG EXTRA DEEP
12" WIDE FOOTINGS
BELOW FROST LINE.
IN AREAS OF
UNDERGROUND WATER,
INSTALL PERFORATED
DRAIN PIPE IN GRAVEL
AT BOTTOM OF HOLE.
COMPACTED
SAND
BACKFILL
IF HOLE IS
OVER-SIZED,
USE
CONCRETE
AS BACKFILL
MATERIAL.
FOR ADDITIONAL BUILDING
SUPPORT, POUR 12" STEEL-
REINFORCED PIERS IN
SONOTUBES (not supplied).
OPTIONAL PRE-POURED
36" X 36" X 12" FOOTING SHOWN.
Foundation Construction Techniques
IN HEAVY RAIN AREAS,
CARRY AWAY RUNOFF WITH
FRENCH DRAINS
(PERFORATED DRAIN PIPE
IN GRAVEL) AROUND
ENTIRE PERIMETER OF
PAD.
IF HOLE IS OVER-
SIZED, BUILD
CONCRETE PAD
WIDER TO
UNDISTURBED SOIL.
Figure 1
IMPORTANT!
ALWAYS POUR A 36' X 36' X
12" CONCRETE FOOTING
UNDER CONCRETE-FILLED
VAULT CENTER COLUMN
IMPORTANT!
ALWAYS INSTALL THE 2" X
48" STEEL POST IN THE
CONCRETE-FILLED VAULT
CENTER COLUMN
STEPS 1 & 2: SITE SELECTION & EXCAVATION
UNDISTURBED SOIL
OUTSIDE HOLE
COMPACTED
BACKFILL
MATERIAL.
SAND
PREFERRED
Excavation/Backfill Detail
12" DIAM. x 54" SONOTUBE
PIERS AT BACK CORNERS
OF VAULTEXCAVATE 1' MAX.
OUTSIDE VAULT
Figure 2
Site Selection The Romtec SST Traditional Restroom with Extended Floor Plan should be installed in a well-drained area which can be excavated to a depth of 4' 6" and graded level over a 12' x 23' area.
To provide proper ventilation, the building should be oriented with the black vent shroud in the back facing SOUTH.
Important Ventilation Tips To make sure the rest rooms vent properly, you must do the following:
1. Select a site that provides an unobstructed flow of air across the top of the tall vent pipe.
2. Orient the building with the back facing south. Solar heat inside the black vent shroud improves ventilation.
3. Install the wall vent low on the wall where the prevailing winds are strongest. DO NOT install the wall vent in the back wall or door.
Excavation Refer to Figures 2 and 3 and excavate the hole for the vault as shown.
IMPORTANT! As the soil conditions vary in each installation, please take the following precautions to assure proper vault installation, backfill and compaction:
1. Try to place the vault in the hole on undisturbed soil. This is very important! Any backfill in the bottom of the hole to form around the bottom of the vault must be compacted.
2. There should be a maximum of 1 foot of space between the vault and undisturbed soil on the sides. If there is greater than 1 foot between the vault and undisturbed soil, you must backfill with concrete. Do not attempt to use regular backfill materials in any situation where there is any chance that the backfill may settle over time. IMPORTANT! IF YOU USE CONCRETE BACK-
FILL, THE ENTIRE VAULT MUST BE FILLED WITH WA-
TER UNTIL THE CONCRETE HARDENS. The added weight of the water will keep the vault from floating in the concrete.
3. The top of the vault must be level with undisturbed soil outside the hole. This is very critical. Never place the vault in the hole where any part of the vault is above the surface of the surrounding undisturbed soil, then attempt to use backfill to bring the site to the desired grade.
4. The concrete slab must span from the top of the vault to undis-turbed soil. It should never span more than 1 foot of compacted soil.
IMPORTANT! The compacted backfill material or concrete backfill becomes the base for the building and its concrete slab. Be sure that the material around the vaults is solid and will never settle or shrink away from the slab and undisturbed soil outside the excavation.
IMPORTANT!
USE CONCRETE
BACKFILL IF
HOLE IS MORE
THAN 1'
OUTSIDE VAULT.
STEPS 1 & 2: SITE SELECTION & EXCAVATION
9' MAX.
4' 6" 4'
7' 1'1'Excavation Side View
SOUTH
SCALE: 1/4" = 1'
Excavation Plan View 3' 7' max.
12'
2'
AREA BEHIND BUILDING
LEVEL UNDISTURBED SOIL.
NEVER BUILD UP SOIL OUTSIDE
VAULT TO MEET TOP OF VAULT.
23'
SEWAGE
CLEANOUT
LOCATION
750 GALLON
VAULT
LOCATION
EXCAVATION
3'
9' max.
LOCATE 36" x 36" x 12"
FOOTING FORM
BELOW CENTER
COLUMN LOCATION.
2x4 JOIST IS
LENGTHWISE WITH
VAULT.
COMPACTED BACKFILL MATERIAL.
IF GREATER THAN 1' WIDTH, USE
"ONE-SACK SAND SLURRY"
CEMENT.
LOCATION OF 36" x 36" x 12"
FOOTING FORM UNDER
CENTER COLUMN IN VAULT
LEVEL
UNDISTURBED
SOIL
LOCATE 12" x 54" SONOTUBE
PIER FORMS AT BACK
CORNERS OF VAULT
IMPORTANT EXCAVATION INFORMATION
• NEVER BUILD UP SOIL OUTSIDE VAULT TO MEET TOP OF VAULT.
• HOLE MUST NOT BE OVERSIZED.
• DON'T DIG HOLE TOO DEEP.
WARNING!
• THE INSTALLER IS RESPONSIBLE FOR THE ULTIMATE INTEGRITY OF
THE SOIL IN WHICH THE ROMTEC SST® IS INSTALLED.
• FAILURES WHICH OCCUR DUE TO IMPROPER INSTALLATION ARE
THE RESPONSIBILITY OF THE INSTALLER.
AREA IN FRONT OF BUILDING
SCALE: 1/4" = 1'
SOUTH
LOCATION OF 12" x 54"
SONOTUBE PIER
FORMS AT BACK
CORNERS OF VAULT
Figure 3
LOCATION OF 750 GALLON VAULT
AREA IN FRONT OF BUILDINGAREA BEHIND BUILDING
GROUND SLOPES AWAY
FROM EXCAVATION
11'
STEP 3: HANDLING & PARTS INVENTORY
Description Qty.
Complete SST Traditional Restroom includes:
Accessible Toilet Riser (18") 1 750-Gallon Vault (Black) 1 Sewage Cover with bolts (24") 1 Building Shell (Pre-assembled cross-linked polyethylene)
Grab Bars (42") 2 Steel Door (black) with Self-Closing Hinges 1 Steel Door Frame 1 T-111/Cedar Exterior or ThoroWall Stucco Exterior 1 Vent Shroud with 12" Vent Pipe 1
Roof (Pre-assembled) 1 4x4 Pressure-Treated Posts 4 Floor Pan (set over vault to locate building, set floor slope) 1 12" ABS Vent Pipe (12" x 67" installed through roof) 1 Kraft Paper Roll (50', for protecting walls from concrete) 1 36" x 36" x 12" Footing Form Kit (for under vault footing) 1 2" x 48" Steel Post (fits in vault center column) 1
Materials You Supply Ready-Mix Concrete:
Minimum 12' x 23' x 31/2" Pad & Footings 4.25 cu. yd.
Sonotube Pier Forms: 12" diam. x 54" long 2
Reinforcing Steel:
6x6-10x10 W.W.F. (6" x #10 steel mesh) 70' x 7'
#4 (1/2") Steel Rebar (for footings & piers) 120'
Description Qty.
1 Carton Containing:
Allen Wrench (for door adjustment) 1 Brown Caulking Tube (for exterior sealing) 1 Cedar Ridge Cap Piece (for finishing roofing) 1 Decorative Cedar Post Caps (post trim pieces) 4 Yale Levered Lockset and Key 1 Finish Nails (wood trim fasteners) 16 Kick-Proof Wall Vent with Tamper-Proof Hardware 1 Post Anchors (for anchoring 4x4 posts in concrete) 4 2" Lag Screws with Washers (for roof attachment) 6 #7 x 11/2" Screws (post anchor fasteners) 32 #10 x 3/4" Stainless Screws (toilet riser fasteners) 10 Pkg. of Tacks (for attaching kraft paper) 1 Stain and Touch-up Paint and Brush Kit 1 Toilet Seat and Hardware 1 Turnbuckle Kit (for squaring door frame) 1
Installation Video Tape (sent separately ) 1 Installation Manual (attached to side of building) 1
Handling Building & Lifting Shell
Handling
READ THE MANUAL AND ALL LABELS POSTED ON THE
BUILDING BEFORE HANDLING OR INSTALLING.
DANGER! Do not lift the building from the eye loop at the top of the building shell while still attached to the pallet. Use the eye loop ONLY to lift the building shell alone off the pallet and vault. Before handling the building, be sure the forklift is capable of safely lifting 1200 pounds.
1. If 8' fork extensions are available, install them on the forklift. If using standard (4') forks, you must use the attached rope to support the building. Insert full length of forks into pallet, then firmly secure rope to top of forklift (see Figure 4). Remove palleted building from truck and set it on level ground next to excavated site. Remove palleted roof from the truck and set it aside.
2. Read all labels posted on the building shell and roof. Labels contain important installation and safety information. Remove and properly dispose of all packing materials.
3. The door is secured for shipping. Remove the U-shaped bracket at the bottom of the door on the latch side. The steel reinforcing across the bottom of the door frame stays in place.
4. Open the door and remove the white toilet riser attached to the vault.
Remove the hardware box and other items from inside the vault.
5. Remove all screws to disconnect the building from the pallet. Attach a rope or cable from the backhoe bucket to the ring on top the building shell, then use the backhoe to lift the building shell off the pallet and vault as shown in Figure 4. Place the building shell upright next to the excavated site.
6. Remove the vault from the pallet and set it on its base.
Parts Inventory
1. Before beginning construction, check your kit with the parts list below.
Supplied Parts List for SST ® Traditional Single Restroom with Extended Floor Plan Parts are subject to change. Refer to the Detailed Packing List and Quotation documents for your building.
SECURE ROPE
TO TOP OF
FORKLIFT
USE 8' FORK
EXTENSIONS
IF AVAILABLE
Figure 4
16'
VAULT
BUILDING
SHELL
ATTACH BUCKET TO
RING ON TOP OF
BUILDING SHELL
Supplied Hardware 7/32" Allen Wrench for sewage cleanout bolts
5/32" Allen Wrench for self-closing hinge adjustment
Cedar Shake Ridge Cap Piece for finishing roofing
Decorative Cedar Post Trim Cap for trimming tops of 4x4 posts
5d Galvanized Finish Nail for fastening exterior wood trim
1/4" x 13/4" Allen Head Bolt & Spring Nut for fastening wall vent
4x4 Post Anchor for anchoring 4x4 posts in wet concrete
3/8" x 2" Lag Screw & Washer for fastening roof to building shell
#7 x 11/2" Phillips Head Screw for fastening posts to anchors/ hangers
#10 x 3/4" Stainless Steel Screw for fastening toilet riser to vault stack
Package of Tacks for attaching kraft paper to walls to prevent concrete from getting on walls
Turnbuckle Kit for squaring door frame
STEP 3: HANDLING & PARTS INVENTORY
2.5"
3"
2"
.75"
.75"
1.75"
1.75"
Vault Footing Form Kit Assembly The Footing Form Kit is packaged in the vault. It includes seven wood parts, screws for assembly and eight pre-cut pieces of steel re-bar.
1. Assemble the wood parts and re-bar as shown in Figure 5.
2. Bury the footing form in the vault hole so the top of the form will be even with the bottom of the vault. The 2x4 wood joist let into the wood frame should be positioned lengthwise with the vault.
STEP 4: VAULT INSTALLATION
2X4 FITS IN SLOTS
IN END PANELS
Footing Form Kit Assembly PLACE REBAR IN CRISS-
CROSS PATTERN ON ROCKS
IN MIDDLE OF FORM BOX
POSITION 2X4 WOOD JOIST
LENGTHWISE WITH VAULT
IMPORTANT!
SOIL IN BOTTOM OF VAULT HOLE MUST BE
COMPACTED TO FORM AROUND VAULT.
FASTEN BOX TOGETHER
WITH SUPPLIED SCREWS Figure 5
Installation
IMPORTANT! THE VAULT MUST BE INSPECTED FOR ANY
DAMAGE IN SHIPPING BEFORE INSTALLATION.
1. Make sure the ground at the bottom of the hole is well compacted before placing the vault. You can grade some sand in the bottom of the hole to support the vault if necessary. This will help level the vault.
Compact this sand to form the shape of the bottom of the vault.
2. Remove the sewage cleanout lid from the vault, and remove all the parts from inside. Tie a rope through the vault to the backhoe bucket and lower the vault into the hole. Make sure the deepest end of the vault is in the deep end of the hole, the center reinforcing hole is over the footing form, and the top of the vault is level with the top of the undisturbed soil. Replace the lid after placing the vault in the hole.
3. THE TOP OF THE VAULT MUST BE LEVEL! Use a carpenter’s level on top the toilet riser stack to make sure the top of the vault is level in all directions. If not, remove it from the hole and level as needed. After leveling the vault, drive a reference stake outside the work area level with the top of the toilet riser stack (see Figures 6 and 8)
4. Place two 12" x 54" long Sonotube forms (not supplied) at the back of the vault as shown in Figures 6 and 7. These forms will be tied to the vault center column with steel rebar and will be poured full of concrete to make solid piers to the undisturbed soil at the bottom of the excavation. The rebar and piers distribute the weight of the building. See Steel Reinforcement for more information.
STEP 4: VAULT INSTALLATION
CHECK VAULT WITH CARPENTER'S
LEVEL ON TOILET RISER STACK.
SEWAGE CLEANOUT
VENT
STACK
4' 6" 4'
FILL TANK WITH MIN. 1'
WATER BEFORE BACKFILLING.
IMPORTANT
• DIG A 36" x 36" x 8" DEEP HOLE
DIRECTLY UNDER CENTER COLUMN.
• LOCATE SUPPLIED FORM IN HOLE.
• USE SAND TO SHAPE BOTTOM OF HOLE.
• POSITION VAULT IN PLACE.
BACKFILL MATERIAL
MUST BE COMPACTED
IN 1 FT. LAYERS
UNDISTURBED SOIL
SOUTH
LOCATE CENTER COLUMN
OVER FOOTING FORM
STEEL POST IN
CENTER OF
COLUMN
2X4 JOIST IN
FOOTING FORM
TWO 12" X 54"
SONOTUBE
PIERS AT BACK
CORNERS OF
VAULT
Vault, Footing & Sonotubes Side View
Vault, Footing & Sonotubes Plan View
TWO 12" X 54"
SONOTUBE PIERS
(NOT SUPPLIED)
36" X 36" X 12"
FOOTING FORM
UNDER VAULT
CENTER COLUMN
2X4 JOIST IN
FOOTING FORM
IS LENGTHWISE
WITH VAULT
2" X 48" STEEL POST
WILL BE PLACED IN
CENTER COLUMN WHEN
CONCRETE IS POURED.
Figure 7
Figure 6
IMPORTANT
STEEL POST SHOWN IN
CENTER COLUMN FOR
REFERENCE ONLY. DON'T
PLACE POST IN COLUMN
UNTIL POURING CONCRETE.
STEP 5: BACKFILL & COMPACTION
Backfill & Compact in 1' Layers
Figure 8
TOP OF VAULT MUST
BE LEVEL WITH
UNDISTURBED SOIL
OUTSIDE EXCAVATION.
UNDISTURBED SOIL
UNDISTURBED SOIL
BACKFILL IN 1' LAYERS.
COMPACT EACH LAYER WITH
A MOTORIZED PACKER.
SET REFERENCE STAKE AT
LEVEL OF TOP OF TOILET
RISER STACK BEFORE
POURING WATER IN BOTTOM
OF VAULT.
Place 1 Ft. Water In Vault Before Backfilling & Compacting The hole must be backfilled and compacted around the vault. Be careful to not knock the vault out of level while working around it.
1. Fill around the base of the vault with the first foot of material, then put a foot of water in the bottom of the vault. The added weight stabilizes the vault. Note: The weight of the water may pull the top surface of the vault slightly out of level. This is normal. when you pour concrete into the footing form below the vault the top of the vault will come back to level. See Important Detail
2. Use available rock-free material (sand is best) to backfill around the vault in 1-2 foot layers. After backfilling each layer, compact the soil alongside the vault with a motorized packer. The foot of the packer should fit between the vault and the wall of the hole. The backfill material must be well packed to prevent settling.
3. After backfilling, be sure to grade the undisturbed ground outside the vault to be level with the top of the vault. DO NOT ATTEMPT TO
USE BACKFILL TO BRING THE SITE TO THE DESIRED
GRADE. LOOSE BACKFILL MATERIAL CAN SHRINK
AWAY FROM THE VAULT AND CONCRETE SLAB. The concrete slab must span from the top of the vault to undisturbed soil.
The finished grade should slope away from the building
IMPORTANT! If you have had to dig an over-sized hole to remove boulders or other material, it may be necessary to backfill with concrete. YOU MUST FILL THE ENTIRE VAULT WITH WATER
BEFORE BACKFILLING WITH CONCRETE.
Important Detail
THE WEIGHT OF THE WATER POURED IN THE
BOTTOM OF THE VAULT MAY PULL THE CENTER
OF THE VAULT DOWN, PULLING IT OUT OF
LEVEL. THIS IS NORMAL. THE VAULT WILL BE
RAISED UP TO LEVEL BY THE CONCRETE IN
THE FOOTING FORM AND CENTER COLUMN.
TOP OF TOILET RISER
STACK SHOWN OUT OF
LEVEL.
CONCRETE IN FOOTING
FORM AND CENTER
COLUMN WILL BRING
TOP OF VAULT BACK
TO LEVEL.
CARPENTER'S LEVEL
CHECK TOP OF TOILET RISER
WITH CARPENTER'S LEVEL.
COMPACT BACKFILL
MATERIAL AROUND
SONOTUBES
STEP 6: FLOOR PAN PLACEMENT
EAST SIDE
CONCRETE
PIER
FRONT EDGE
OF FLOOR PAN
FRONT CORNER
CONCRETE PIER
Concrete Pier Detail
CONCRETE PIERS PROVIDE SOLID BASE FOR
LEVELING BUILDING SHELLS.
SEWAGE
CLEANOUT
W/COVER
BOTTOM OF FLOOR PAN
MUST BE LEVEL
IMPORTANT!
The bottom of the floor pan and the ground around it must be level!
Floor Pan Location
CENTER
COLUMN
TOP OF VAULT
VENT
STACK TOILET
RISER
STACK
TOP EDGE OF PAN
SLOPES TOWARD
OPEN END.
OPEN END OF PAN
12" DIAM.
SONOTUBES
SOUTH
CONCRETE
PIERS
Figure 9
UNDISTURBED , LEVEL
GROUND AROUND VAULT
AND FLOOR PAN
CONCRETE
PIERS
Floor Pan Placement
1. Check that the compacted soil around the vaults is as level as possible, then dig out four holes for concrete piers (not supplied). Refer to Figure 9 and Concrete Pier Detail for their locations. These piers will provide a solid base for leveling the building shell.
2. After placing the piers, set the self-aligning floor pan over the vent stack and toilet riser stack in the top of the vault. The opening in the front of the pan will be on the north side of the vault.
IMPORTANT! The top of the floor pan is cut to allow a 1/4"-per-foot slope toward the door for proper drainage once the concrete is poured.
3. Make sure the bottom of the pan is level. This ensures the building will be plumb and produces the proper slope in the top edge of the floor pan. This will become the slope of the concrete floor toward the door (see Figure 9).
STEP 7: BUILDING PLACEMENT
2X4 STAKED IN
FRONT OF DOOR
IS SET TO SAME
LEVEL AS TOP OF
FLOOR PAN NEXT
TO DOOR FRAME.
Threshold Level Board
STEEL
SUPPORT
TURNBUCKLE
SHIM HERE
IF NECESSARY
DOOR FRAME
CARPENTER'S
LEVEL
DOOR FRAME
WORKER
INSIDE
SHELL FITS
VENT PIPE
OVER VENT
STACK
Figure 10FLOOR PAN
Placing Building Shell
Using Turnbuckle Kit
Figure 11
Figure 12
Building Shell Placement
1. Attach a rope or cable from the backhoe bucket to the ring in the top of the building shell, and lift the shell into place over the floor pan.
Placing the building shell requires one person to operate the backhoe while a helper stands inside the floor pan to make sure the vent pipe in the back of the building is lowered over the vent stack in the top of the vault (see Figure 10).
2. The building shell is placed on the ground and the top of the vault outside the floor pan. Be careful to not knock the pan or vault out of level.
3. Disconnect the backhoe after setting the building shell down
Squaring the Door
THE DOOR FRAME MUST BE SQUARE AND PLUMB!
1. Open the door and place a carpenter’s level on the front and side of the door frame. Check that the building shell is plumb in both directions.
If not level, adjust the shell at this time. Shims can be placed under the corners of the building shell to make it plumb.
2. Close the door and check that it does not rub on the frame at both the top and bottom.
3. A turnbuckle kit is provided to square the door frame if necessary. Two holes are located in the door frame for connecting the turnbuckle kit.
They are inside the shell at the top of the door frame on the latch side and at the bottom of the frame on the hinge side. To square the frame, connect the turnbuckle kit between these holes, and tighten the turn-buckle until the frame is square (see Figure 11).
4. After squaring the door frame with the turnbuckle kit, if necessary, insert wood shingle shims under the door frame to support the frame in this position. The turnbuckle kit remains in place until the concrete is set. Re-check the door to make sure it does not rub on the frame.
IMPORTANT! DO NOT REMOVE THE STEEL DOOR SUPPORT
LOCATED AT THE BOTTOM OF THE DOOR FRAME. IT WILL
BE CONCRETED IN PLACE.
Setting the Threshold Elevation
1. Prop the door open and stake a 2x4 into the ground in front of the doorway at the same level as the top edge of the floor pan next to the door. This establishes the level of the concrete threshold under the door. There should be 1" between the bottom of the door and the finished concrete surface at the threshold. When pouring the concrete floor inside the building, this board will be used as a reference for the top of the concrete (see Figure 12).
Roof & Vent Pipe Assembly
1. Disconnect the roof from its pallet. Attach a rope or cable to the backhoe bucket and connect it to the cable loops on top the roof. Lift the roof into place on top the building shell and gently rock it to level position (see Figure 13).
2. Check under the eaves with a carpenter's level and measure from the edge of the eave to the wall in several locations to make sure the roof is square and level on the building shell (see Figure 14).
3. Position a step ladder at the rear of the building and lift the short section of roof vent pipe into position. Feed the pipe through the hole provided on top the metal shroud and insert it into the bell at the top of the building vent pipe. Rock the pipe gently until it is against the bottom of the bell. It is installed properly when it will not rock any more. No glue is necessary (see Figure 15).
4. From inside the building, screw four lag bolts with washers into the four pre-drilled ceiling holes (see detail in Figure 15).
5. After attaching the roof, apply sealant around the joint where the vent pipe exits the shroud (see Figure 15).
STEP 8: ROOF & VENT PIPE INSTALLATION
Placing Roof On Building Shell
Vent Pipe Assembly & Roof Attachment
Figure 15
Figure 13
Figure 14
Roof Alignment
MEASURE
UNDER EAVES
TO CHECK
SQUARENESS
OF ROOF WITH
BUILDING
SHELL
CHECK EAVES
WITH
CARPENTER'S
LEVEL
ATTACH BACKHOE TO CABLE
LOOPS TO LIFT ROOF
LAG THROUGH PRE-
DRILLED HOLES IN CEILING
INTO WOODENROOF FRAME
WOODEN ROOF FRAME
APPLY SEALANT
BETWEEN PIPE
AND SHROUD.
INSERT ROOF
VENT PIPE INTO
BELL OF BUILDING
VENT PIPE BELOW
SHROUD. SEAL
AFTER
ATTACHING
ROOF.
STEP 9: CONCRETE FORMING
Concrete Forming The suggested minimum concrete pad size is shown in Figure 16.
Your installation may vary, depending upon requirements at your site, however the size should not be smaller than the suggested minimum. In high water table areas, the exterior concrete thickness should be increased from 3-1/2" to 5-1/2", except in the area of the sewage clean out stack.
Reinforcing steel mesh should be installed in the exterior slab area. Be sure to extend the mesh across the threshold to prevent cracking in this area of the slab. Reinforcing steel is not required in the building floor.
TO PROVIDE PROPER DRAINAGE, BE SURE CONCRETE
FORMS SLOPE AWAY FROM THE BUILDING AND VAULT!
COMPACTED
BACKFILL
IMPORTANT!
Reinforcing steel mesh is recommended for the entire slab to reduce cracking.
Install two layers of 6" wire mesh on all sides of the building and extend it 18"- 24" across the threshold inside the building. Be sure to pull the steel up into the concrete as the concrete is poured.
IMPORTANT!
TO PROVIDE PROPER
DRAINAGE, BE SURE
FINISHED CONCRETE WILL
SLOPE AWAY FROM THE
BUILDING IN ALL
DIRECTIONS.
22'
FORMS FOR
SUGGESTED
MINIMUM
CONCRETE
PAD
12'
7' 5" 2' 113/4" 2' 113/4"
DOOR
ROOF
LINE
VENT
SHROUD
SONOTUBE
FORMS
Concrete Forms
NOT TO SCALE
VAULT
SEWAGE
CLEANOUT
CENTER
COLUMN
6' 01/2"
POST &
FOOTINGPIER
BLOCK
Figure 16
7' 6"
7' 1"
STEP 10: POSTS & FOOTINGS, STEEL REBAR
Figure 18
CONNECT POSTS
TO ROOF
BRACKETS
Support Posts & Anchors
POST ANCHORS
ARE 1" MIN. ABOVE
FINISHED
CONCRETE LEVEL
FINISHED CONCRETE
LEVEL
16" X 16" X 12"
FOOTING UNDER
EACH POST
CHECK POSTS
ON TWO
SIDES WITH
CARPENTER'S
LEVEL
Measuring Post Length
Figure 17
MEASURE
LENGTH FROM
ROOF BRACKET
TO BOTTOM OF
2X4 AT FINISHED
CONCRETE
LEVEL.
CONCRETE FORM
BOARD
CONCRETE
Measuring & Hanging Support Posts Four support posts are hung from the roof for mounting in concrete.
1. First, remove the short shipping posts from the roof brackets.
2. The support posts are installed with concrete anchors which hold the post 1" above the finished concrete slab. To determine the finished concrete grade, lay a straight edge between the top of the form and the scribed line near the bottom of the building exterior walls. Make sure the finished concrete grade will slope away from the building.
3. The rear roof support posts are installed first. Measure from the 2x4 set to the finished concrete grade to inside the roof brackets, then subtract 1" from this measurement. This will be the length of this support post (see Figure 17).
4. Measure each post individually, then cut to the proper lengths.
5. Next, attach post anchors to the uncut factory ends of the posts.
6. Before hanging the posts, hang a plumb bob from the center of each roof bracket to the ground below. This is the center of the post hole.
Next, dig a 16" x 16" x 12" deep hole below each roof bracket to allow the post anchors to be suspended above the soil (see Figure 18).
Note: The post located over the vault requires extra steel rebar centered in the slab beneath the post. Place four pieces of #4 rebar 36" long at 12" o.c. in this location (see Figure 19).
7. Finally, fasten the posts to the roof brackets with the saw cuts up and the factory ends down..
BEFORE AND DURING THE CONCRETE POUR, CHECK THE
POSTS WITH A LEVEL TO BE SURE THEY ARE PLUMB.
1"
Post Footing Over Vault
FOUR PCS. #4 X 36" REBAR AT
12" O.C. CENTERED IN SLAB
BENEATH POST OVER VAULT
POST WITH
ANCHOR
Figure 19
STEP 10: POSTS & FOOTINGS, STEEL REBAR
Optional All-Weather Porch Footings
1. If your installation is to be equipped with the optional All-Weather
Porch, dig two 2' x 2' x 1' deep footings to provide support for the All- Weather Porch posts. See Figure 19 for the locations of these footings.
Location of Optional All-Weather Porch Footings
63 1/2" C-C63 1/2" C-C DIG 2' X 2' X 1' DEEP FOOTINGS FOR
OPTIONAL ALL-WEATHER PORCH
POSTS.87"
12' Figure 19
Steel Reinforcement
1. Lay two layers of 6x6-W4.0 x W4.0 WWF (6" steel mesh) in the entire exterior form and across the door threshold 18-24". Keep the mesh 2-3" in from the inside edge of the forms.
2. Bend six pieces of #4 rebar to fit between the sonotubes and the vault center column (see Figure 20).
3. Lay four pieces of #4 x 36" rebar in the area below the post located over the vault.
4. During the concrete pour, push the 2" x 48" steel post down into the vault center column.
TWO LAYERS 6" STEEL MESH
BEND TWO PCS. #4
REBAR INTO SONOTUBES
& CENTER COLUMN
4 PCS. #4 X 36"
REBAR UNDER
POST
EXTEND STEEL
MESH 18-24"
INTO BUILDING
STEEL POST IN VAULT
CENTER COLUMN
DURING POUR
16 Figure 20
Wall Vent Location & Installation IMPORTANT! To assure proper ventilation, the wall vent must be installed on the side of the building against which the prevailing winds blow.
1. Determine the direction of the prevailing winds and select a location on the wall where the wind is strongest. Install the wall vent low on this wall (see Figure 21).
STEP 11: WALL VENT INSTALLATION
2. Place the inside of the wall vent against the exterior wall and mark the wall for cutting.
3. Cut out the wall vent hole, being careful to make it no larger than is necessary to insert the vent.
4. After cutting, use a file to smooth the edge of the polyethylene material.
5. Use the tamper-proof bolts and nuts supplied to install the wall vent with the louvers pointing down as shown in Figure 22.
DO NOT INSTALL ANY OTHER VENTS IN THE BUILDING!
Figure 22
Wall Vent Installation
Figure 21
Wallr Vent Location
INSERT VENT AND
ATTACH WITH TAMPER-
PROOF BOLTS INTO
EXTERIOR PANELING
VENT SHROUD
DO NOT INSTALL WALLVENT IN BACK
WALL
INSTALL WALL VENT
LOW ON WALL
AGAINST WHICH
PREVAILING WINDS
BLOW
DO NOT INSTALL WALL VENT IN
DOOR
DOOR
POST
ROOF LINE
EXTERIOR WALL
DIRECTION OF
PREVAILING WIND
(EXAMPLE ONLY)
SOUTH
MARK WALL FOR
CUTTING WITH
BACK OF WALL
VENT
STEP 12: CONCRETE WORK
Finishing Concrete Around Toilet Riser Stack
CROSS SECTION
VAULTFLOOR
PAN
FINISH CONCRETE TO TOP
EDGE OF TOILET RISER STACK
Figure 23
CONCRETE
SLOPES TO DOORBACK OF
BUILDING
FILL CAVITY AROUND
VENT PIPE WITH
CONCRETE
USE A 2X4
PLACED ON TOP
OF FLOOR FORM
AND 2X4 STAKED
IN FRONT OF
DOOR TO SET
FINISH CONCRETE
GRADE
TOILET RISER STACK
CONCRETE
FLOOR
SLOPES TO
DOORWAY
REINFORCING
STEEL STAYS IN
CONCRETE TO
HOLD DOOR
SQUARE
Concrete Floor Details
Figure 242X4 STAKED IN FRONT OF
DOOR
PROP DOOR
OPEN TO POUR
CONCRETE
Pouring Floor Slab
1. Wrap the lower part of the building, inside and out, with the supplied paper to minimize splashed concrete and aid cleanup. Tacks are supplied to fasten the paper. See instructions with paper.
2. Pouring the floor and suggested minimum slab requires about 4 cubic yards of ready mix concrete. First pour the footing under the vault and the sonotubes and fit the steel rebar and post while filling the vault center column.
3. Next, pour the floor before the exterior. Use an 8' long 2x4, placed on the top edge of the floor pan at one end, and on the 2x4 staked in front of the doorway at the other, for setting the finish grade of the floor (see Figure 24).
4. Be sure to fill the pan with concrete to the top edge. DO NOT overfill or underfill. Work concrete into any gaps which may occur between the floor pan and interior walls. Finish the floor to the level of the top of the floor pan and flush with the top of the toilet riser stack (see Figure 23).
5. Be sure the threshold is smooth, with a slight slope (1/4" per foot) away from the building.
Pouring Exterior Slab
BE SURE TO FILL THE HOLE IN THE CENTER OF THE VAULT
TO FORM A CONCRETE REINFORCING COLUMN!
1. Pour concrete into exterior forms, pulling up the steel mesh into the concrete as you go.
2. Re-check all posts for plumb before concrete sets. Stake the posts in position, if necessary.
3. Apply a broom finish to the exterior slab and a light non-skid surface to the interior floor. Clean up any splashed concrete as soon as possible. Insulate the concrete if freezing is expected.
STEP 13: TRIM INSTALLATION
Cove Sealant
APPLY SEALANT AT
BASE OF WALL TO
FORM SMOOTH
CORNER Figure 25
Toilet Riser Installation
ATTACH
TOILET RISER
TO BLACK
FLANGE
Ridge Cap & Post Trim
Figure 27
Toilet Paper Dispenser (optional information)
POLYETHYLENE
WALL
Toilet Paper Dispenser Installation
EXPANSION
BOLTS
Figure 28
TOILET PAPER
DISPENSER
BRACKET
NOTE: The toilet paper dispenser is an option which can be supplied separately for the Romtec SST®
Traditional Restroom.
Install the dispenser of your choice, in the center of the back wall below the hand rail. Be sure to leave room for the height of the paper rolls. Use expansion bolts (mollies) to mount the dispenser (see Figure 28).
Figure 26
ATTACH SEAT
& LID BEFORE
INSTALLING
TOILET RISER
ATTACH WOOD
TRIM TO
POSTS
ATTACH CEDAR RIDGE
CAP TO FINISH ROOF
TOILET
RISER
Trim & Toilet Riser Installation After the concrete hardens, install the building trim and toilet riser.
1. A plastic, rectangular cover plate is supplied. Screw it to the back wall inside the building to cover the opening at the bottom of the wall.
2. Clean any loose concrete from the floor and apply a bead of the supplied sealant into the corner. Form the sealant into a smooth curve over the entire length of the interior walls. (see Figure 25).
3. Attach the seat and lid to the toilet riser with the supplied hardware.
4. Insert the white toilet riser into the toilet riser stack as shown in Figure
26. Fasten it with the supplied stainless steel screws.
5. The cedar ridge cap is nailed to the roof peak. Push the cable loops down into the roof frame, and nail the cedar cap piece over the hole.
6. Cedar trim pieces are nailed to the tops of the four support posts. Remove one side of the trim, fit it over the top of the post, and nail the assembled trim in place. Be careful to not split the wood (see Figure 27).
STEP 14: CLEAN UP & MAINTENANCE
Floor Finish & Building Touch-Up
1. After the concrete has hardened, apply a liquid sealer (not supplied) to the floor inside the building. This causes the concrete to harden evenly and reduces sweating inside the building while the concrete cures. The sealer also will help repel urine and bacteria, thus reducing a potential source of odor.
2. Remove the exterior forms and clean up any spilled concrete. If necessary, remove any remaining concrete from the building with a scrub brush and water. Paint and stain are provided to touch up any marks on the wood paneling which may have occurred during installa-tion.
3. If you have not already done so, it is recommended that at least one foot of water is placed in the vault at this time.
4. The installation is now complete, and the Romtec SST® Traditional Restroom is ready for use.
Periodic maintenance of the polyethylene surfaces is easily done with any cleaning solutions you prefer. Clean inside the building regularly to minimize odors.
The wooden exterior panels should be painted as needed with exterior-grade paint or sealer. Regular use of these materials will help keep the wood looking new. Replacement panel kits are available from Romtec, complete with installation instructions and all necessary hardware.
The wall vent and tall vent pipe must be kept clean to assure proper air flow and minimize odors inside the building. The SST® ventilation design causes pressure inside the building, which forces the air out the vent pipe.
This is aided by air passing over the top of the open vent pipe, creating negative pressure at the top of the pipe, and by convection, created within the black metal shroud.
Vault Cleaning The 750 gallon vault is designed for 11,000 uses and should be cleaned out accordingly. The 1" per foot slope of the bottom of the vault is designed to aid in pumping the vault. To clean out the vault:
1. Remove the sewage cleanout cover behind the building, and use a suction hose to remove the waste from the vault.
2. Use the pumper truck's pressure water system to wash down the walls inside the vault and dilute any remaining waste, then use the suction hose to remove the last remaining waste from the vault.
3. It is recommended that at least one foot of water is placed in the vault after cleaning.
OPTIONAL ALL-WEATHER PORCH INSTALLATION
Connecting Beam to Post
REMOVE TRIM
Figure 29
POST
Figure 30
PLUMB BOB
Supporting Level Beam & Marking Post Anchor Location
MIN. 2' SQUARE
FOOTINGS
FOR ALL-WEATHER
PORCH POSTS
SLIDE HANGER
OVER POST
TEMPORARY
POSTS
DRILL AND BOLT
THROUGH
HANGER AND
POST
CARPENTER'S LEVEL
ATTACH LOOP TO BACKHOE
BUCKET TO LIFT PORCH
SECTION
The All-Weather Porch is supplied as an optional addition to the Romtec SST® Traditional Restroom.
IMPORTANT: The All-Weather Porch installation method described here requires that the concrete slab harden for three days before drilling.
Note: If installing the All-Weather Porch on an existing SST® Traditional Restroom, you will need to remove the ridge cap to the center of the existing building,and remove the two trim pieces from the front rafter and about one foot of the shingles from the front end of the roof where the porch will attach. If there are trim pieces at the tops of the existing front support posts, they must also be removed at this time.
1. The All-Weather Porch is shipped on one pallet with posts, beams and hardware. With a fork lift, locate the pallet next to the area where the porch will be installed. Remove the posts and hardware, then unbolt the roof from the pallet and remove the bracing from the unfinished end of the porch roof.
2. Attach the backhoe bucket to the loop at the top of the porch section, lift it in place and slide the hanger over the upper end of the building corner support post (see Figure 29).
3. Carefully level each beam. Measure from the beam to the concrete, then cut and install temporary posts to support the beams level.
Post Anchor
Figure 32
UNCUT
FACTORY
END OF POST
Beam & Corner Posts
DRILL CONCRETE AND
CONNECT ANCHOR WITH
EXPANSION BOLT
CHECK CORNER
POSTS FOR
PLUMB
Figure 31
BEAM
BRACKET
HANGER
MARK CONCRETE AT
CENTER OF POST
ANCHOR
4. Drill through the hangers connecting the beams to the corner posts and fasten with bolts. Continue supporting the porch with temporary posts until installation is complete (see Figure 30).
5. Drop a plumb bob from the post brackets on the end of each beam to the concrete below. Mark the concrete. This is the center of the post anchor (see Figure 30).
6. To install the post anchors, first use an impact drill with a masonary bit to drill holes in the concrete at the points marked. Refer to instructions packaged with the anchor for details . Assemble the anchors in place.
Leave anchors loose for adjustment (see Figure 31).
7. Measure from the bracket on the end of each beam to the anchor below. Cut posts to these lengths, slip the uncut factory ends into post anchors and fit the posts into the post brackets on the ends of the beams.
Check the posts for plumb and the beams for level (see Figure 32).
8. Drill and bolt the brackets to the tops of the posts. Finally, tighten the bolts securing the post anchors to the slab and fasten the anchors to the bottoms of the posts.
9. You can now install the remaining shingles to the roof and complete the ridge cap. A strip of roofing felt is supplied to run down the seam between the building and all-weather porch roofs. Be sure to line up the shingles with those already on the roof.
10. The ridge cap is nailed over a strip of roofing felt. Leave 11 inches of each course exposed. The center cap piece is nailed on last.
This completes installation of the optional all-weather porch (see Figure 33).
Completed All-Weather Porch
Figure 33
OPTIONAL PRIVACY SCREEN INSTALLATION
An optional Privacy Screen can be installed between the front posts of the All-Weather Porch.
1. Locate the screen between the posts with approximately 5 inches between the bottom of the screen and the slab.
2. Check the top of the screen with a carpenter's level and make any necessary adjustments (see Figure 34).
3. Fasten the screen brackets to the posts with the supplied screws.
4. Use finish nails to fasten the trim boards over the screen brackets. This completes the installation of the optional Privacy Screen.
Privacy Screen Assembly
Figure 34
TRIM
BOARD
Figure 35
Completed All-Weather Porch with Optional Privacy Screen
5" BETWEEN BOTTOM
OF SCREEN AND SLAB
CARPENTER'S
LEVEL
ROMTEC SST® RESTROOMS
ADDENDUM TO
INSTALLATION
MANUAL
18240 North Bank Road Roseburg, OR 97470
541-496-3541 info@romtec.com www.romtec.com
IMPORTANT INSTALLATION REQUIREMENT
Backfilling Around the Underground Vault(s) with Concrete Slurry
Your Romtec SST® restroom building is supplied with one or more cross-linked polyethylene underground vaults. Proper installation of the vault(s) is very important.
ROMTEC REQUIRES THE USE OF CONCRETE SLURRY FOR
BACKFILLING AROUND THE VAULT(S) OF ALL SST®
RESTROOM BUILDINGS.
Concrete Slurry Backfill Procedure Use the following procedure for backfilling around the vault(s) with concrete slurry.
(Note: This procedure describes a single vault. Your building may have two or more vaults. Use this procedure for each vault.)
1. Dig the hole no more than 6” larger than the vault on any side. (Note: if the hole must be made larger, due to soil or site conditions, you may have to build forms for the concrete slurry backfill.
2. Refer to the manual for installation of the concrete footing under the vault. You must pour the footing full and let it begin to set up before placing the vault.
3. Place the vault in the hole and fill it with water. IMPORTANT! The vault must be filled with water to prevent it from floating in the concrete slurry.
4. Use a stiff mix of 2500 psi concrete slurry for backfill. Do not put too much water in the concrete.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .