Octagonal CUPOLA screened with louvers and light fixture Modular Gazebo Kit Series GardenHouse 12 with DOUBLE-TIERED Roof Lumber: Western Red CEDAR #1 (Cabinet) Shingles: 5X / 16" long / 1/2" thick or 16 oz. copper Removable Screens Interchangable & Enclosure Inserts Entry Key Lock Set (bright brass or dark bronze) Screened Trellis Skirt (6 or 12 high) Drawing: 1 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH-12B
B A SIZE & DIMENSIONS Key: Based on roof type 12B *A: Height, Overall 173" B: Height, Grade/peak 143" C: Height, Door Entrance 80 1/4" D: Height, Top of Cross-rail 34" F: Height, grade/floor 8" *G: Height, piling-exp. 1" H: Height, piling-overall 37" J: Width, Door Entrance 36" K: Width, Interior Min. 116" M: Width, Point to Point 143 5/8" N: Width, Flat to Flat 132 3/4" O: Length, Side 55" **P: Radius, Piling Cntrs. 62 3/4" Q: Spread, Piling Cntrs. 48" R: Piling, Max. Diameter 8" *G Measure Based on 6 Inch Trellis K C O J D M F H G P Q N Drawing: 2 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH-12B
13/16 Inner Panel Cap Outer Panel Cap Panel Cap Spacer WALL PANEL CONSTRUCTION 4 3/4 3 (2) 2x6 ( 10 1/2 ) Threaded-Through-Rod PLATED ROTO LOCK CONNECTS WALL PANEL TO POST. 4X4 Post 47 1/4" 91" POST BASE Post & Threshold Connection 6" Structural Screws WALL PANEL BASE THRESHOLD Caulk Bottom Of Threshold CONCRETE SLAB or WOOD FLOOR (2) 4" Screws (hole 3 on left & 2 on right side) 24 1/2" THRESHOLD 44 11/16" 3/4 Spline (insert into bottom of panel) 3 adds 3/4 to height Drawing: 3 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH-12
Inner Panel Cap 4 3/4 13/16 3 Outer Panel Cap Panel Cap Spacer Threaded-Through-Rod DOUBLE DOOR CONSTRUCTION 2x6 (4 1/2 ) Strap Hinges (3/4 offset) and pintels (1 1/4 offset) from wrought steel w/black powder coating Upper Opening 13 W 43 H (top & bottom length 18 middle length 12 ) 80 1/2" Entrance opening (not incl. threshold) Entry Key Lock Set (brass plated) available in dark bronze or bright brass (2) 4" Screws (hole 3 on left & 2 on right panel side) Lower Opening Slide Bolt ( solid bright brass) mounted on the inside on top & bottom of left door 13 W 23 H (4) 4" Screws (threshold into panel) THRESHOLD Roto-Lock-System (pockets in post connect 2x6 ( 4 1/2 ) 19 1/2 44 11/16" Threshold 3/4 3 to roto-lock in wall panel) Drawing: 4 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH 12
Light Fixture (max. 500W) Grooved Riser Grooved Roof Section Upper Fret Electrical Groove Roof Section One Pre-Wired Electrical Post is standard for GH models Additional Options: Outlet posts (dual) Fan Control post (fan/light) Channel Posts (for custom wiring) 14-2 UF/B with ground Hidden Wire through Channeled Post Electric Outlet w/switch & receptacle (GFI) Floor Board w/pre-drilled hole Note: For concrete slab use conduit through void (see slab instructions) Drawing: 5 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH
32" CEDAR SHINGLE OR 16 OZ. COPPER 1 x 6 TOP SOFFIT #10 X 2" SCREWS (4 PER LATH) 5/4" X 4" ROOF LATH 1 3/4" SPACING ROOF CONSTRUCTION 49" 18" THE SCREENED CUPOLA IS CONNECTED WITH STAINLESS STEEL SCREW FROM THE UNDER SIDE OF THE ROOF LATH. UPPER FRET 45 3/4" 2 X 4" ROOF JOIST 5/4" X 7/16" STAINLESS STEEL STAPLES 5" SHINGLE REVEAL 5/4 X 4 FACIA BOARD (4 X 4") RISER 36 5/8" 19 1/2" 23" 1 x 6 TOP SOFFIT 50" #10 X 2" SCREWS (4 PER LATH) 5/4" X 4" ROOF LATH 45 3/8" 2 X 4" ROOF JOIST (5/4 X 5/4") SPINDLE (2 X 3") RAIL (5/4 X 4") FRET FRAME #10 X 2" SCREWS 12-06-00 2 X 3 CENTER SUPPORT 1 x 6 FACIA BOARD Nominal Sizes 58 1/2" Drawing: 6 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH-12B
ROOF TO POST MORTICE CONNECTION ALL ROOF SECTIONS ARE PRE-SHINGLED UPPER ROOF ROOF ATTACHMENT for a DOUBLE-tiered roof ROOF LATH ROOF JOIST 2 X 1/2 HOLES FOR 3/8 SS RODS 1 X 5/8 HOLE 1/2 HOLE for 3 7/8 x 3/8 SS ROD 5/8 HOLE for 5 3/8 x 3/8 SS ROD LOAD (4 X 4") RISER METAL ANCHOR TAB WALL PANEL ROTO LOCK SYSTEM 3 X 1/2 HOLES APPROX. 20 APART FOR 3/8 SS RODS 1 X 5/8 HOLE LOWER ROOF POST ROOF SYSTEM RIDGED TRIANGULAR MODULES CONNECT TO FORM A CONIC ROOF SYSTEM. THE COMPRESSION RING IS INTEGRAL TO THE CONIC DESIGN AND ALLOWS RESULTANT FORCES TO BE PERPENDICULAR TO GRADE. ROOF LOAD 4 X 4" POST 95" TOTAL HEIGHT Drawing: 7 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH-12B
TOP AND BOTTOM CENTER ANCHOR PLATES FLOOR CONNECTIONS 2X6"" FLOOR BOARD UNDER-SIDE OF FLOOR SECTION THROUGH HOLES 3 1/2" DECK SCREWS 2X6" FLOOR JOIST POST BASE 2X3" SEMI JOIST 55" 2X3" SEMI JOIST 2X6" FLOOR BOARD 8" DIAMETER CENTER PIER 10" DIAMETER OUTER PIER 6 or 12 SCREENED TRELLIS 62 1/2" END VIEW OF FLOOR ANCHORING 6" X 3/8" ROD AND BRASS CAP NUT PILING LAYOUT 2X6" FLOOR BOARD 3/8" THREADED BOLT 1/8" SS STEEL ANGLE ANCHOR 1/8" SS ANCHOR TAB 2X6" FLOOR BOARD 2X3" SEMI JOIST 2X6"FLOOR JOIST 62 3/4" 1/2" ANCHOR BOLT 10" DIAMETER PIER 48" Drawing: 8 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: 12
Specifications for the CABINET models (9, 12, 15, 8x11 x 11x15 and 14x19, 22 ) Part 1 General 1.1 Scope. The contractor shall furnish and install a wooden gazebo as shown on plans and herein specified as supplied by Vixen Hill Mfg. Co. Inc., of Elverson, PA 19520. Part 2 Product 2.1 Wood Materials. For CABINET Grade shall be fabricated from Air-Dried, #1 old growth & rot resistant western red cedar. All wood shall be grain selected during in-house milling for best application and safe use. 2.2 Roofing System. Shingles shall be of or equal to #1 perfection clear heart cedar and per the following specifications 5X, 16" long, 1/2" thick, tapered. Roof lath shall be of no less than net finished size 1x3 with a 5 spacing. Roof sections shall be completely pre-assembled and pre-cut, and joints between roof sections shall be self-sealing to preclude capping. Caulk is recommended to be used at the roof joist. 2.3 Surface Finish. All wood members shall be surfaced four sides. Surfaces displaying planer skips or saw marks after dressing shall be limited to less than 25% of shown faces. Hand contact edges may be rounded, chamfered, or edge-shaped free of splinters and smooth to the touch. All exposed surfaces shall be prepared for maximum acceptance of oil-based finishes (optional with additional cost). 2.4 Hardware. All assembly & Anchoring hardware shall be provided. Concealed Roto-Locks are built into the wall panel. The threaded rods for the panel capping pieces are of galvanized steel with stainless steel cap nuts & washers and of a finish type to conceal all threads. All hardware in ground contact shall be of stainless steel for CABINET grade. No nails shall be required or provided. The strap hinges for the door(s) are mode from zinc-plated & powder-coated steel with a flat and smooth finish. 2.5 Electrical. Standard for CABINET grade. The pre-wired post provides 110V electrical service through wire (14-2 UF/B with ground). The post has an electrical box with (GFI) receptacle and light switch. The light fixture is screwed inside the cupola for up to 500W strength. Wires shall be hidden within the component parts through grooved roof section and channeled post. All electrical components shall be UL approved. 2.6 Connections & Anchoring. Factory module construction shall include pocket joints and stainless steel threaded fasteners. On-site interconnection of modules shall be achieved using threaded rods and stainless or brass cap nuts and washers. Anchoring shall be concealed and appropriate to the surface mounting material. Only simple hand tools shall be required for assembly. 2.7 Engineering. Design of connections and materials used shall be such as to adhere to structural requirements of major building codes. Drawings and representative engineering shall be available from the manufacturer for the purpose of permits or architectural review. Part 3 Execution 3.1 Prefabrication. All component parts shall be pre-assembled to the fullest extent possible, to preclude any on-site drilling, cutting, filling, nailing or sanding. All prefabrication fasteners shall be hidden from view or channeled and stripped with matching wood where visible. 3.2 Installation. The gazebo kit shall be supplied with all necessary hardware, shop drawings and complete instructions to provide for efficient on-site assembly. Average assembly time on a prepared foundation shall not exceed 15 man-hours. Drawing: 9 of 9 Created by: Andrea Beringer Date: Jan 2015 Model: GH