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512 Stewart St 2014 trailer for buses ,� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD "J =5 ATLANTIC BEACH, FL 32233 . ;: INSPECTION PHONE LINE 247-5814 F11 )� Application Number . . . . . 14-00001440 Date 9/11/14 Property Address . . . . . . 512 STEWART ST Application type description COMMERCIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc mobile home for buses ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CERQUEIRA, ATILLO P RIEDEL MOBILE HOME SERVICE 36 W 6TH ST 11319 SIMMONS RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 --- Structure Information 000 000 TRAILER Occupancy Type . . . . . . BUSINESS ---------------------------------------------------------------------------- Permit . . . . . . COMMERCIAL ALTERATION/OTHER Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 1500 Expiration Date . . 3/10/15 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE SUBMIT ENGINEERING REQUIREMENTS FOR THE TIE-DOWN SYSTEM 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICA'T`ION 17 P CITY OF ATLANTIC BEAT:" -{ 800 Seminole Road Atlantic 3 S ,• . .. Beach, FL X2233 SEP Office (904) 247-5826 Fax (904) 247-5845 220 14 Job Address: .511 S+e uo 5+1 ktl,,t;c d c ti F) 1a.133 Permit Number:: __ Legal Description l?-;.S -29 E .944 PT &.d t-of y Rena 0%( 1 b.5'76•!�1�areel# ) ?9 3.2 � � y 0 '7 S o p oar Area o q.Ft. —"�'q 't Valuation of Work S 13_,00- Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residontial If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval arm Describe in detail the type of work to be performed: ' Property Owner Information: pp Name: } , 11; a e r a u e i -rA Address:_...9 7 O o P D ✓r,) Iy Pt n�c e ra �� CitypMP,¢0 up d r& State Zip 0 a Phone 9o4 - 3 34 • 9 8 E-Mail or Fax#(Optional) 4 Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: FS�>n ' Qualifying g g ent: Y L�' ��h r tali in A _ Address: Vii.} 77 �7 ," ,,, 9� City ,.i z x State Zip 32e ! Office Phone ,,('-/ %ate' h` Job Site/Contact Number jiy/�?;�•S iG ;z Fax 744"-- State Certification/Registration# iy_�' �2 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify,that no work or installation has commenced prior to the issuance of a permit and that all work will be pet formed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or•abandoned for a period ofsix(6)months at any time after work is commenced. I understand that separate permits must be secu red or Electrical Work,Plumbing,Signs, Ifrells,Pools, Furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here b certify that 1 have read and examined this a plication and know the same to be true and correc!. All pro sons f laws and or nces`go rKinhis type of work will be complied with iv ether sped zed herein or not. The granting of a permit does not presu to tv azttha'i vt1 at athe provistons of any otherfederal,state, local law r•e ztlating construction or theperformance ofconstruction./ � Signature of Owner Signature of Contractor �+ c�•i/ Print Name -.,...a..(...4,..n. ... ...i.. a................................. _. ... ..... _ -....... : .. ..... . .. qPrint Name ........... .f....... . ............................ Before me Before me this_ DaY q� SZP; C r� D'er✓/ 20 ►4 c ��c', �' thisJr r 'Day /✓ 20 A \Totatti u 1 is ;sN GRAEME ' 129414 MY COMMISSION i EE 038021 'OS Vires June '018 k•{ :r: P,:. <,` Bonded c 1 47 EXPIRES:October 28,2014 Th"t Y F'^^ =1 900-3N-7#19 Revised 01.26.10 ; :'' Bonded Thru Notary Public Umlerwiteus FL AER 7 M �Broadmvie / 1 rz� Orr -1, 4 J� DINING f ARIAA0 XUMC1404 r i CC.ICihI Jir. EL',k ��� r' gA7H U' 1 Bedroom–1 Bath–approx.573 Square Feet–14 x 42 This home was built by FLEETWOOD HOMES OF GEORGIA,INC.a subsidiary of Fleetwood Enterprises,Inc. 1515 Kellogg Dr. *Douglas, Georgia 31533 *1-800-997-0007 BASE PRICE: $12,290 8' Sidewall/Flat Ceilings Std 54" 1 pc.Fiberglass Shower w/Glass DSWI. $ 325 3"Eave Front&Back Door Side Std 2 Ceiling Fans w/light $ 204 Crown Molding over Kitchen Cabinets Std Entry Linoleum " $ 46 Ontario White Cabinets $ 250 34 x 80 Steel Front with Storm $ 235 Overhead Interior White Lined Cabinets $ 150 34 x 80 Cottage Rear �.� " $ 66 Base Cabinets with Center Half Shelves $ 66 Removable Hitch $ 36 Shelf Over Refrigerator Std Overhead Air Ducts ;.iJ $ 240 Zargen Drawer System Std 2"PVC Blinds_ $ 60 Ceramic Tile Backsplash in Kitchen&Bath $ 179 Material Surcharge .. .' $ 425 Deluxe Light Over Bath Sink $ 26 Wind Zone II �.�� $1,660 Interior "° ; :,.,.n .. �. Sundance Cabinets: Ontario White Total Option Price: 3,968 Ca Carpet: Frontier—Acorn Flooring: DF 9236 Total Net Price: As shown(Includes WZII) �1 5,228 Havana Bungalo Gold—Living Room,Entry,Dining Room, O Kitchen and Utility 0 Q lij Granite Buff—Master Bedroom,Master Bath Total Net Price: As shomvn(Includes WL111) $15,687 q Gilded Glaze—Kitchen&Master Bath Counter Tops Hearthstone Ash—Kitchen&Master Bath Backsplash Full VIP Total Wind Zone II(as shown): $16,258 x" I Exterior Full VIP Total Wind Zone III(as shown): $16,748 Harbor Stone Vinyl White Shutters White Shingles tai Q 0 La;a Price is FOB manufacturing center and only includes those items listed above and does not include furnit{ ns, plywood floors, association dues,HUD fees or freight. Broadmore LIVING FEATURES Exterior Baths •Beautiful,low maintenance metal siding and roof. -Easy-care laminated counter tops for quick •3/12 roof pitch with 20 lb.Roof load adds stability. clean-up •Truss rafter system provides piece of mind. -Porcelain water saver toilets save you money -Four-inch metal window trim on hitch end and front door side. •Exhaust fan for better air circulation •2"x 8"floor joists provides a stable foundation in 16 wide -Convenient towel bars and tissue holders homes(2x6 joists in 14 wide homes) -Beautiful tub valance in the guest bath adds color •3/4 inch tongue and groove OSB floor decking glued and -Master bath lav is 30"high for ease of use and attached to the floor joist for maximum stability. convenience. •34x80"exterior doors with deadbolt locks provides security. •No-wax vinyl floors for easy maintenance -Mill finished one over one aluminum windows add -Beveled edge mirrors. unobstructed views. -Three inch eaves on front and back door side add protection from the elements and maintains the new home look. Utility, Safety and •Hitch end is built with a 12 inch overhang for a defining look and weather protection. Energy Features •Signature exteriors provide unique look. •Smoke detectors with battery back up for your safety -200 AMP electrical panel box for your Interior household's needs •96-Inch sidewalls add residential look and pride of ownership. •Shut-off valves thru out for your convenience •Vinyl gypsum wall panels throughout are easy to clean. •Exterior lighting at front and rear entries for your safety •Durable Zargen cabinet drawer system •30-gallon electric water heater. •Embossed 6-panel,white interior doors for a contemporary -R-14-11-11 insulation helps conserve energy look. •Utility shelf over the washer and dryer is •Protective floor mounted doorstops prevent wall damage. convenient when doing laundry • 16-ounce plush,high performance,trackless carpet in all •Convenient exterior electrical receptacle for lawn living areas. work •Durable rebond carpet pad extends the life of your carpet. -Plumb and wire for washer and dryer •Decorative overhead glass light fixtures installed throughout. •Ventilated vinyl coated closet shelving. •Mini-blinds through out extend carpet life and allows for privacy. Optional Features •Textured Ceilings •Ceramic Tile backsplash and edging Kitchen •Appliance packages •Whirlpool®electric appliances offer you name brand •Glamour baths(model specific) recognition and hassle-free service,includes: •40-gallon water heater —30"freestanding electric range •FHA approved carpet —30"power range hood •Storm windows —18 cu.ft.frost-free refrigerator •Thermal pane windows •30"overhead cabinets with center shelves provide loads of -Deluxe molding packages storage. •Vinyl siding and shingle roof exterior •Solid one-piece cabinet doors with nickel finish pulls for • Six panel steel front door added elegance and durability. •%inch tongue and groove plywood floor decking •Concealed cabinet door hinges for a more residential look. •Ceiling fans installed •Easy-care laminated countertops for quick clean-up. •Sliding Glass Door(model specific) •Shelf over the refrigerator adds storage flexibility. •Upgraded insulation factors •No-wax vinyl floors for easy maintenance. •Two-inch window blinds •Stainless steel kitchen sink is"chip"proof and easy to clean. •Water heater switch uBackt0 Basics" •Crown cabinet molding in kitchen to add that touch of class. Note that square footage is measured from exterior wall to exterior wall.and is an approximate figure. Length indicated in floor plans is floor length only. Renderings and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement,may vary from the actual homc. All dimensions are nominal. (Add fair feet to arrive at transportable length). PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. PRICES ARE GOOD FOR RETAILERS ONLY. CHAPTER 4 FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual(including plywood or plastic)may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Plywood pads must be two pieces each 3/4"min.thickness and used in similar configurations to 2 x 12 x 24"wood pads. (i.e.,2 pieces of 3/4"x 12 x 24 equals one piece of 2 x 12 x 24). ABS Plastic pads of equivalent bearing area are acceptable substitutions when used according to the pad manufacturer's instructions. Check with local building authorities for home installation requirements due to ground conditions. In areas where the ground is subject to freezing,the footing pads must extend below the frost line established by local jurisdiction. See pages 13 and 14 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load(including the weight of the home,its furnishings,and temporary roof loading)to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full-length or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings.Common full-length concrete runners are shown below.When using transverse runners,they should extend from sidewall to sidewall at the spacing shown in the diagram.Provide additional poured runners at the mating line for piers at the ridge beam support post locations. Before these methods are used,be sure they are adequate for the site location and permitted by the applicable local code. The size and spacing of reinforcing bar must be designed by others.To determine pier spacing for concrete runner use the pages for"Pre-Poured Concrete Footings"elsewhere in this manual. Example: for 20"wide concrete runners,use pier spacing for 20"x 20"footings. � \R � �No.tta8i° -i' PROF: SIOttA 20"MIN. MIN.6"THICK TYPICAL EACH MIN.6"THICK CONCRETE RUNNER WIDTH REINFORCED POURED RUNNER REINFORCED POURED DETERMINED BY SECTION CONCRETE(TYPICAL) (TYPICAL) CONCRETE(TYPICAL) WIDTH AND MAIN BEAM SPACING(TYPICAL) 2 POUR RUNNERS 2 POUR RUNNERS (PERIMETER PIERING) NOTE: INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS(SUCH AS BLOCK SIZE OR LOADS) SHOULD BE JUSTIFIED BY ENGINEERING DATA, DETAILS, PLANS AND/OR TEST DATA MUST BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APROVAL. ALTERNATE FOUNDATION DESIGNS WHICH ARE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT MAY BE USED INSTEAD OF DETAILS SHOWN HEREIN WHEN APPROVED BY LOCAL AGENCIES. Single Section Installation Manual for WZ-II &WZ-III FLEETWOOD, Page 11 Copyright®2004 by Fleetwood Enterprises Inc. PIER LOCATION ELEVATIONS RECESSED ENTRY POST OVER 42' 1-0 72"MAX. 8 RECESSED ENTRY AREA MAY BE AT RANDOM LOCATIONS ALONG SIDEWALL ALL SIDEWALL DOORS PIER UNDER POST AT REQUIRE PERIMETER PORCH OR RECESSED PIERS UNDER EACH JAMB SEE PIER UNDER ENTRY NOTE C FIREPLACE IN FACTORY INSTALLED LABELED G-2 SHEARWALL FLOOR OVERHANG STRAP. NUMBER OF STRAPS ON HOME WILL VARY. HOME MAY NOT HAVE ANY NOTES: PERIMETER PIERS STRAPS ON THE EXTERIOR WALL. SUCH A) See pages 15 and 16 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap. B) The perimeter piers shown above are not required if full perimeter piering is part of the home support and the location of the perimeter piers are within 1 foot of the indicated bcations. Exception: A perimeter pier must be installed at a labeled G-2 strap location. Perimeter piering charts may also be used for permanent foundations. C) Sidewall windows,30"or greater in width, in combinations of three or more require piers under each jamb and center stud. ����STF � Sidewall windows,60"or greater in width,in combinations of two or '- 'NO'11481 1 more require piers under each jamb and center stud. �t PROF Sidewall windows,72"or greater in width,used singly or in combination, require piers under each jamb'(and center stud, if applicable). As an alternate to these requirements,a 4 x 4 beam may be used with perimeter pier spans not exceeding 8'-0". M MAIN BEAM — 9j:F:LOOR,M OF LINER UNDER EACH MAIN BEAM ALJ MUM ON CENTER SPACING 1' MAIN BEAM PIERS V-0"MAX. Single Section Installation Manual for WZ-II &WZ-III Page 12 �c-FLEEIWOIOJp, Copyright 9 2004 by Fleetwood Enterprises Inc. FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS Double concrete block piers may be used on any pad that covers at least 16"x 16". All piers shall be placed in the center of the footing configuration. TRIPLE DOUBLE PAD FOOTINGS("DOUBLE PAD" R< &16x4"concrete pads may not be used alone. CAPACITY MULTIPLIED BY 3) L<� - They must be used in configurations of at least two pads. <T„ 16" � TWO DOUBLE y8jC� 16 TRIPLE PAD 16" F< PAD FOOTINGS FOOTINGS �; J DOUBLE PAD SINGLE PAD '� ' FOOTING FOOTING J '? Y�a DOUBLE TRIPLE PAD 3 �x, FOOTINGS("TRIPLE PAD" CAPACITY MULTIPLIED BY 2' y J QUAD PAD LOAD FOOTINGS TWO DOUBLE DISTRIBUTING DOUBLE PAD PAD FOR PAD FOOTINGS FOOTING SUPPORT 16" X 16" X 4" CONCRETE 8" X 16" X 4" CONCRETE PAD FOOTINGS PAD FOOTINGS -tet. � R � DOUBLE TRIPLE PAD FOOTING �No,tt481° 'T• ("TRIPLE PAD"CAPACITY -f' PROF slo:u+ DOUBLE PAD MULTIPLIED BY 2) ?, C FNGrNE� .� FOOTING >T - Fq R,S LOAD DISTRIBUTINGPAD FOR 'Y'� l `y , -ac SUPPORT J J �y. ' Y TRIPLE PAD 24" ' FOOTING SINGLE PAD 11 114" FOOTING 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing,frost heaving can lead to unleveling and potential damage to the home. Follow these details in areas where the ground is subject to freezing. TYPICAL PIER TYPICAL PIER FROST LINE DEPTH AS ESTABLISHED BY BOTTOM OF FOOTING PAD FOOTING PAD LOCAL JURISDICTION 1 LOCATED AT FROST LINE I 6"MIN. 410VBC,G- HEN FROST LINE IS NOT OR ANNOT BE ESTABLISHED, ACK FILL WITH ANY CLEAN t RANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. Single Section Installation Manual for WZ-II &WZ-III Nc FLEETI/ 0 DD, Page 13 Copyright©2004 by Fleetwood Enterprises Inc p- CONCRETE BLOCK PIERS 8" X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) WOOD WEDGES MUST BE USED IN PAIRS TO FORM LEVEL SURFACE. 36"MAX. HEIGHT(SEE 80"MAX. NOTES 2&3) HEIGHT CAP BLOCK(S) CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER F ��t ALONG WITH MINIMUM 1"WOOD WEDGES UP TOAMAXIMUM HEIGHT OF 8". J SINGLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY DOUBLE BLOCK PIER NOTES: 16,000 LBS MAXIMUM CAPACITY 1. PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN 3. SINGLE STACK BLOCKS MAYBE 48"MAX.HEIGHT WHEN USED THE FOOTING CAPACITIES ON PAGE 32. FOR PERIMETER PIERS. 2. MIN.PIER HEIGHT IS 8"FROM GROUND TO BOTTOM OF 4. CONCRETE BLOCK MAY BE USED IN COMBINATION WITH MAIN BEAM PROVIDED ALL OTHER CLEARANCES ARE MET. COMMERCIAL METAL PIERS. (HEATING DUCTS AND DRAIN PLUMBING). MAIN f BEAM MAIN BEAM PIERS WOOD WEDGES WOOD MAIN WEDGES ,a���i`a!` BEAM a� 1 �n1 a a �v R ��. CAP CAP BLOCK �+ ���\STfRFQ BLOCK ho.11461 -i- FROFffiSIO A SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM DOUBLE BLOCK PIER NOTES: PERIMETER PIERS 1.PIER MAYBE OFFSET UP TO 6"MAX.EACH SIDE OF STRAP TO MISS 2.NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS LABELED G-STRAP ALONG PERIMETER. THE FLOOR RIM PLATE. 3.A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE GROUND ANCHOR. 4 X 4 OR 2-2 X 4'S ON EDGE JOISTS UNDER LABELED G-2 EXTERIOR \ SHEARWALL (NAILED TOGETHER)SPANNING STRAP WALL MINIMUM 2 FLOOR JOISTS FLOOR RIM PLATE TYPICAL FLOOR JOIST ' WOODWOOD WEDGES WOOD WEDGES ' WEDGES CAP BLOCK CAP BLOCK Ems` �i CAP BLOCK 10"MAX.SETBACK FROM 6"MAX. EDGE OF FLOOR SETBACK BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED AT LABELED G-2 STRAP LOCATION EDGE OF FLOOR BACK FROM EDGE OF FLOOR (SEE NOTE 1) Single Section Installation Manual for WZ-II &WZ-III �—FLEl-7{�y�AO1D, Page 15 Copyright 0 2004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size is 12"maximum for 10 to 15 wide, and 6"maximum for 16 wide sections. The range in inches of various width homes is provided to assist in referencing the proper page. NOTE: Homes requiring perimeter footings will have the copy of the floor plan stamped PERIMETER PIERING REQUIRED. R �No.11481° W -�' pROF SSIONA I •C F'yGt N�.ti��I • Fq R�5 SECTION WIDTHS Range(in inches)Of Section Floor Widths ' 12 Wide 132" to 143" 13 Wide 148" to 157" NOTE: THE FOOTING CAPACITY TABLE 14 Wide 158" to 168" ON THIS PAGE INDICATES THE MAXIMUM 15 Wide 178" to 180" LOAD THAT CAN BE PLACED ON THE 16 Wide 1.82" to 190" VARIOUS FOOTING CONFIGURATIONS. 18 Wide 204" Measured across section at floor excluding FOOTING CAPACITIES MAX. exterior siding. , a 8" x 16" x 4" CONCRETE PAD Soil Capacity DOUBLE TRIPLE 2 DOUBLE12 TRIPLE g (PSF) PAD PAD PADS PADS PROCEDURE FOR FOOTING CONFIGURATION AND 1000 1,700 2,600 3,500 5,200 SPACING TABLES: 1500 2,600 4,000 5,300 8,000 1. See approved floor plan to see if perimeter piering is 2000 3,500 5,300 7,100 10,600 required. 3000 1 5,200 1 8,000 10,600 16,000 2. Determine the soil bearing capacity. 4000 1 7,000 1 10,600 1 14,200 21,200 3. Determine the design roof live load of the home. 16"x 16" x 4" CONCRETE PAD 4. Following that line across the table,and based on the Soil Capacity SINGLE DOUBLE 2 DOUBLE QUAD main beam size,determine the footing spacing and (PSF) PAD PAD PADS PADS configuration. 1000 1,700 3,500 7,000 7,000 5. Footing placement to start at no more than one foot 1500 2,600 5,300 10,600 10,600 (1'-0"to edge of pier)from the ends of both main beams. 2000 3,500 7,100 14,200 14,200 6. The spacing for any individual footing may exceed 3000 5,200 10,600 21,200 21,200 the spacing shown up to 10%as long as the average 4000 7,000 14,200 28,400 28,400 spacing does not exceed the spacing shown. 2 x 12 x 24"WOOD 7. Perimeter piering details may be used as an Soil Capacity SINGLE DOUBLE TRIPLE alternative for any model at the installer's discretion. (PSF) PAD PADS PADS 1000 2,000 4,000 6,000 1500 3,000 6,000 9,000 2000 4,000 8,000 12,000 3000 1 6,000 1 12,000 1 18,000 4000 1 8,000 1 16,000 1 24,000 EXAMPLE USING- 16"X 16"X 4"CONCRETE FOOTINGS, 16"X 16"X 4"CONCRETE FOOTINGS Double Pad Footing, 1000 psf soil capacity. - Roof MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) nc Live Sgt.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. 20 psf roof live load,supporting 10" main beam. 0 Load Main Beam Size Main Beam Size Main Beam Size in (psf) 8" 10" 12" 8" 10"- 12" 8" 10" 12" FOOTING 20 3' 3' 3' 6' 6' 8' 10' 12' 39 '-6" 5' S' 8' 10' !11"2.-6" 14 WIDE SECTION PER 40 r r 2- SPACING 4'-6" 4'-6" a'-s~ s' s'-s^ s^ 14 WIDE PAGE 4'-s" a's^ s s' s' s' 10' 2'' ' ' Single Section Installation Manual for WZ-II &WZ-III NV! FLEETW00Q. Page 17 Copyright m 2004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 14 WIDE - SINGLE SECTION 1 � H-- -'-- -- -- ---'-- -`- --�-- ---■---;-� 8" X 16" X 4" CONCRETE FOOTINGS I I I I I I I 1 `'ter I -- --' Roof Z' MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) y ~ -} + -� -♦ �~, ■*I Live ii Dbl.Pad Footing Triple Pad Footing Two Dbl Pad Ftng. SPACINGG Load v�- VARIES Main Beam Size Main Beam Size Main Beam Size SEE TABLE ■ MAIN BEAM FOOTINGS pc� rn 8" 10" 12" 8" 10" 12" 8" 10" 12- 20 1000 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 20 1500 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" These tables determine the footing pad configuration and 20 2000 6' 6' 6' 8' 9' 9' 8' 10' 12' footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 8' 9' 9' 8' 10' 12' 8' 10' 12' Review the table that indicates the footing type you are going to use. 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS ZMAXIMUM MAIN BEAM FOOTING SPACING(In Feet) w MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof Roof .6 Live o Sgl.Pad Footing Dbl.Pad Footing Triple Pad Footing Live a Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. n U Load Load 0� Main Beam Size Main Beam Size Main Beam Size a Main Beam Size Main Beam Size Main Beam Size s p f) C0 8" 10" 12" 8" 10" 12" 8" 10" 12" (Psfl in 8" 10" 12" 8" 10" 1 12" 8" 10" 12" 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" 20 1000 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 1500 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 1500 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 20 2000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 2000 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 3000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 9' 9' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. R �/ �No.11421 y —i' PROF Slot J FA R�5 Single Section Installation Manual for WZ-II &WZ-III �c FLEETWOOD, Page 22 Copyright©2004 by Fleetwood Enterprises Inc. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 14 WIDE - SINGLE SECTION ❑ 10 0 I❑ 0 0 0 an 01 0 01 0 0 0; These tables determine the footing pad configuration and I ; footing spacing along the main beams and perimeter of the section(s). ❑ '❑ ❑. '13 El ' o 13 ' ❑ ❑' ❑ ❑' 13 13! Refer to pages 13 and 14 for footing pad configuration SPACING details. VARIES SEE TABLE Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. ❑ PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. PERIMETER FOOTING CONFIGURATION MAIN BEAM FOOTING CONFIGURATION AND SPACING AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING � MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) U CONFIGURATION AND SPACING m y DbI.Pad Footing Triple Pad Footing Two Dbl Pad Ftng. 0-5 Main Beam Size Main Beam Size Main Beam Size _ FOOTING CONFIGURATION o 0 ? -i'�i rn w to S8 , 12" 8" 10" 12" 8" 10" 12" >o Co N m 1000 5'-6" 8' 8'-6'18'-6" 8' 10' 111' J X v n 16"X16" 8"X16" 2x12x24" o 10 ~°o o Concrete Concrete Wood Pad LL 1500 8'-6" 8' 10' 12' 8' 10' 12' U) Pad Pad 2000 11' 8' 10' 12' 8' 10' 12' 20 1000 SINGLE DOUBLE SINGLE 6'-0" 3000 12' 8' 10' 1 12' 8' 10' 12- 1 00 2'1000 DOUBLE TRIPLE DOUBLE 4000 8' 1 10' 1 12' 8' 10' 12' 8' 10' 12' 20 1500 SINGLE DOUBLE SINGLE 2000 to 8 °" 16" X 16" X 4" CONCRETE FOOTINGS 4000 SINGLE DOUBLE SINGLE Z' MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1000 DOUBLE TRIPLE DOUBLE 5 30 1500 SINGLE DOUBLE SINGLE 8'-0" a Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. 2000 to _ Main Beam Size Main Beam Size Main Beam Size 4000 SINGLE DOUBLE SINGLE U) 8" 1 10" 1 12" 1000 DOUBLE N/A DOUBLE 1000 5'-6" 5'-6" 5'-6" 8' 1 10' 11' 8' 1 10' 12' 40 1500 DOUBLE TRIPLE DOUBLE 81-0" 1500 8' 8'-6" 8'-6" 8' 10' 12' 8' 1 10' J12 2000 to SINGLE DOUBLE SINGLE 2000 8' 10' 11' 8' 10' 12' 8' 10' 4000 3000 8' 10' 12' 8' 10' 12' 8' 10'PROCEDURE: 4000 8' 10' 12' 8' 10' 12' 8' 10' 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 2 X 12 X 24"WOOD FOOTINGS 3. Follow that line across the table to determine the type .� MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) of footing configuration and spacing. y Sgl.Pad Footing Dbl.Pad Footing Triple Pad Ftng. I 4. Footing placement to start at no more than one foot 2 a Main Beam Size Main Beam Size Main Beam Size (1'-0"to edge of pier)from each corner of the home. to 8" 10" 12" 8" 10" 12" 8" 10" 12- 1000 6' 1 6' 1 6' 8' 10' 12' 8' 10' 12' 5. The spacing for any footing may exceed the spacing 1500 a' s' g' 8' 10' 12' 8' 10' 12' shown up to 10%as long as the average spacing 2000 6' 10' 12' 8' 10' 12' e' 10' 12' does not exceed the spacing shown. 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' V No,11461 rt FROF€SSlot C`c'vGIN�ti�� Single Section Installation Manual for WZ-II & WZ-III � FLEETINOIOID, Page 23 Copyright 0 2004 by Fleetwood Enterprises Inc. GROUND ANCHORS Ground anchors and tiedown straps,in addition to the piers,are installed to resist lifting,sliding and overturning forces resulting from high winds. On multi-section homes,sections must be fastened together and level before tiedown straps are installed. WARNING: A SUPPORT SYSTEM MUST BE INSTALLED WITH TIEDOWNS TO MEET FEDERAL INSTALLATION GUIDELINES. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES,WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND UTILITIES,ESPECIALLY ELECTRICAL CABLES,MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: THE TYPE OF GROUND ANCHORS SHOWN ARE TYPICAL. OTHER TYPES OF ANCHORS MAY BE USED PROVIDED THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MEET THE SPECIFICATIONS AS OUTLINED ON PAGE 5. GROUND ANCHOR INSTALLATION a) Install end of anchors below the frost line. Proprietary Foundation Systems Any commercial,proprietary foundation system may b) Install end of anchors 12 inches above the water table. be used for support of the home for gravity and/or c) Install anchors to their full depth. wind loads as long as it complies with all of the d) Install stabilizer plates to provide added resistance to following: anchor head movement. The use of stabilizer plates • Listed by a nationally recognized third-party are required when anchor straps are loaded in any • Evaluated and approved by a professional direction other than vertically. Consult anchor engineer(any state) manufacturer's installation instructions for additional • Installed in complete accordance with the guidance. foundation manufacturer's instructions e) Install ground anchors according to the manufacturer's instructions. ,A �05TFRF Y V 'o1148 t -i' PROFf,SSIO A 2"-3" C;' 1. Install anchor at a slight back-angle away fromO INITIAL GROUND home to a depth of approximately 18 inches. ��0��P ANCHOR POSITION G � 2. Postion stabilizer plate vertically approximately 2"to 3" O\�O�P� GROUND ANCHOR from anchor shaft. POSITION AFTER 3. Drive stabilizer plate into the ground until it is at or TIGHTENING STRAP slightly below ground level. GROUND ANCHOR 4. Continue to screw anchor into ground until head is STABILIZER PLATE(NOTE d) level with top of stabilizer plate. 5. After anchor strap is installed in anchor head,tighten strap until head has moved flush with the stabilizer plate. GROUND ANCHOR MAY BE INSTALLED VERTICALLY WITHOUT STABILIZER PLATE AT LABELED G-STRAPS ALONG MATING WALL OR SIDEWALL. Single Section Installation Manual for WZ-II &WZ-III FLEEM000. Page 35 Copyright O 2004 by Fleetwood Enterprises Inc. TIEDOWN STRAP SPACING MAXIMUM TIEDOWN STRAP SPACING SINGLE-SECTION WZ II WZ 111 Nominal Height from Near Second Near Second Floor ground to Beam Beam Beam Beam Width(ft.) bottom of main beam(inches) Method Method Method Method � 12 8"to 18" 5'-6" — 4'-6" — 19"to 80" N/A 5'-9" N/A 4'-4" 13 8"to 18" 5'-6" - 4'-6" 19"to 24" 5'-6" — 4'-6" — 25"to 80" N/A 5'-6" N/A 4'-2" 14 8"to 18" 6'-6" 5'-6" 19"to 36" 6'-6" — 5'-6" — 37"to 80" N/A 5'-6" N/A T-10" 16 8"to 18" 6'-0" — 5'-0" — 19"to 36" 6'-0" — 5'-0" — 37"to 48" 6'-0" — 5'-0" — 49"to 80" N/A 5'-0" N/A 3'-6" 18 8"to 18" 6'-0" — 5'-0" 19"to 32" 6'-0" — 5'-0" 33"to 80" N/A 4'-6" N/A 3'-3" By following the methods in the charts above the strap angle for the near beam method will not exceed PROCEDURE: 55 degrees from the horizontal. 1. Over the length of the home,find the furthest distance 6. Approximately half of the length of the home may be at the bottom of the main beam is from the ground. one anchor spacing and the other half may be at a 2. Measure that distance and locate that height in the different anchor spacing,based on the highest ground table. Do not measure at limited localized to main beam distance in each portion. depressions under the home. 7. Heights are measured from ground to bottom of main 3. Follow that line across to the appropriate wind beam but anchor strap must connect to the top of main zone to determine the strap spacing. beam. 4. The initial strap location from front or rear of home $ The strap spacings shown apply to homes with may be no more than two feet(2'-0")maximum. maximum 90 in.high sidewalls and maximum 4:12 roof 5. The spacing for any strap may exceed the spacing slopes. See supplemental information if these values shown up to 10%as long as the average spacing are exceeded. does not exceed the spacing shown. R �SkSTFgF .¢y 11481 ;rt -)' F{i0F101 Single Section Installation Manual for WZ-II &WZ-III We FLEEM000. Page 36 Copyright 02004 by Fleetwood Enterprises Inc. F TIEDOWN STRAPS VERTICAL STRAP TIEDOWN STRAPS (TYPICAL) ADDITIONAL STRAP TO FAR BEAM SECOND BEAM METHOD NEAR BEAM METHOD WIND ZONE II AND III WIND ZONE 11 AND III R ,A \STFRF �No.11481° -i- PROF�SSIONA " r(J C�'v61N�ti�� TIE DOWN BRACKET 1 TIEDOWN STRAP FLOOR RIM PLATE MAY PASS THROUGH t TIE DOWN EITHER SLOT IN BRACKET O BRACKET p /—VERTICAL TIEDOWN vrq ) ¢ APPROVED SEAL AND ¢ BRACKET Y� p CRIMP(S)800 LBS MIN. p ° r,A OPEN END ~ WORKING LOADS L- IN OF STRAP VERTICAL l DIAGONALAM a VERTICAL j TIEDOWN STRAP 1 TIEDOWN TIEDOWN STRAP STRAP STRAP THREADING DIAGONAL TIEDOWN DETAILS 6"MIN.IN VERTICAL STRAP FROM OF FLOOR E TIEDOWN METHOD 1 METHOD 2 STRAP GROUND Thread end of vertical tiedown strap through tiedown bracket. ANCHOR With Method 1,any slack in the looped portion of the strap shall be taken out by applying tension on the"open end"of the strap. Do not remove the slack by over tightening the tension bolt. Thread strap through tension bolt and tension per details on TYPICAL STRAPS page 40. INSTALLED REQUIRED ON In lieu of floor tiedown brackets,some homes may have the BOTH SIDES OF HOME vertical tiedown strap installed at the home manufacturing facility. VERTICAL TIEDOWN STRAP DETAIL Single Section Installation Manual for WZ-11 &WZ-III 'VW FLEETW4101D, Page 37 Copyright®2004 by Fleetwood Enterprises Inc_ Wind Zone Installation Options A) Wind Zone II or III Labeled Home in a Wind Zone 1 Region. When a home that is labeled as being acceptable for Wind Zone II or III is actually installed in a region designated as Wind Zone I,the the following notes apply: 1. Shearwall G-straps: Must be installed per the Wind Zone II or III requirements for that model. Perimeter piers required at these G-strap locations must also be installed. (see page 15 and 16) i 2. Longitudinal Tiedown Strapping: Need to be installed (see Appendix"B"), however,any brackets or strapping supplied with the home for this purpose must remain intact with the home. 3. Vertical Tiedown Strapping and Brackets: Do not need to be installed (as shown on page 37, however, any brackets or strapping supplied with the home for this purpose must remain intact with the home. 4. Diagonal Tiedown Strapping: May be installed per the less stringent requirements of Wind Zone I (See Appendix B) B) Wind Zone III Labeled Home in a Wind Zone II Region: When a home that is labeled as being acceptable for Wind Zone III is actually installed in a region designated as Wind Zone 11, all of the Wind Zone III installation requirements must be followed without exception. � STpR� V�No. 11481 -i- PROF SIOWA Single Section Installation Manual for WZ-II &WZ-III Page 38 �c FLEE7�Fi01(X Copyright®2004 by LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF THE HOME MATING LINE OR SIDE-WALL A GROUND —————— ———————— — ANCHOR I FLOOR NUMBER OF STRAPS REQUIRED MAIN BEA r~PERIMETER AT EACH END OF HOME SEE NOTE 1 z z NUMBER OF MAX.SECTION WIDTH �� ON SECTIONS 14' 15' T16148!g0"+6^(n p) I I SINGLE 3 3 CONNECTOR ISINGLE 4 4 (SEE NOTE 2) APPROX.60" GROUND P.EACH STRAP)i ANCHOR (NOTE 1) FRONT OR REAR MAIN BEAM CROSSMEMBER. (MAY BE OTHER 'D" CONFIGURATION (SEE NOTE 3) THAN SHOWN). "H" (SEE NOTE 3) GROUND TIEDOWN LEVEL STRAP GROUND ANCHOR AND STABILIZER PLATE Notes: 1. Anchorage strap and accessories should be rated for min.4725 lbs.capacity at a 45°angle to the ground. R 2. Attach strap to slot of min.3150 Ib.rated capacity G�57F�F i' connector(min. 1.5 factor of safety)welded to the bottom �No.11481° flange of the main beam. FROFksSIONA 3. Distance("D")from anchor head to connector slot should be greater than height("H")of main beam to ground 'VG1Nkti~.�� level. Fq 9 4_ The strap spacings shown apply to homes with maximum 90"high sidewalls and maximum 4:12 roof slopes. See supplemental information if these values are exceeded. SINGLE SINGLE 3 TIES PER END 4 TIES PER END I , \I I I II I ,►� II II II II II 11 II ►, II II II II II II II II 11 II II II Single Section Installation Manual for WZ-II &WZ-III ��FLEETW0101D, Page 39 Copyright 0 2004 by Fleetwood Enterprises Inc. TYPICAL MAIN BEAM TIEDOWN STRAP INSTALLATION INSTRUCTIONS OTHER METHODS CONNECTING STRAP TO TOP OF MAIN BEAM MAY BE USED , I � � I ANctioR ANO 1 No.11481 rt I\ J -i- PROFFSSI01 v \� `J� C F'yGlNEti�� OWrap Strap Around Main O Connect hook to top of main AR Beam beam and connect other end of NOTE: strap to anchor head. Regardless of supplier's recommendations,the strap must be connected to the top of the main beam to prevent damage to the structure. O Insert the tension bolt into the O strap Place the the slotted O 4 P throu h 9 5 With the use of a 15/16"socket or anchor head and loosely attach the hex nut. shank of the tension bolt and bend open end wrench,rotate in a up to 90°. clockwise manner wrapping the strap around the tension bolt. OOnce tensioned to the point that O Once fully tensioned,align the If approved by the manufacturer, counter-clockwise resistance square neck of the bolt with the double head anchors may be used for appears,a 5/8"open end wrench square recess in the anchor head both diagonal and vertical tiedown should be used to hold the square and tighten the hex nut. This will strap tensioning. It is recommended neck while repositioning the 15/16" draw the two together and lock the that the diagonal tiedown strap be tensioning wrench which will enable system into it's final position. tensioned first. Follow Steps 4 through continued and final tensioning. 8 to install straps to anchor head. Repeat as required. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES,THE HOME MAY BE PULLED OFF ITS SUPPORTS. Single Section Installation Manual for WZ-II &WZ-III ��FLEE1Wa01D, Page 40 Copyright O 2004 by Fleetwood Enterprises Inc. SUPPLEMENT TO THE INSTALLATION MANUAL MULTISECTION CENTERLINE SUPPORT POST PIER— 1'-0'TO 7-0- r — — — — — ---'k— — — — — — — - - — — — — — — — — — — — — — — — -Z r HE F-I NMI:�l TYPICAL EXTERIOR PER LOCATIONS ARE DOOR BLOCKING PIER APPROXIMATE(TYPICAL) 1- Homes not delivered and installed within 30 clays of the shipment of the home from the Fleetwood plant shall be supported and protected as defined below. 2- Requirements apply to all single and rnultisection toor lengths and widths. 3. Piering: a. Minimum eight support piers and foo&V pods as typically shown. b. Piers may be a sir> stack=c bodes,cap t3o�ics,wedges and minirnum 16"x 16'concrete footing pad or equivalent metal pier and 2'x 12 x24'toofrg pEKL c. Centerline support posts must be piiered on each ficor sactim as typkally shown. d. Exterior entry doors,s5cibv glass doors and wrIclows or fions of windows over=fee Must be pared. e. These requirements apply only to homes sbu wittin 30 PSf or few roof load zDrm Hornes stored in higher roof load zones require maximum 12'main beam pier spacing. f. In addition to the above either of the following conditions require perkTmter Support Piers BhM sklewalls with maximum sparing not to exceed 12 feet: 1) &ny home stored in 30 psf or greater roof load zones,or 2) Any home that will be stored longer than 90 days. 4- Weather Protection: a. Homes to be inspected for prow weather proofing not lass than every 30-45 days with dose attention given to: 1) Inspection of close up plastic for splits,teas orworn areas and repair as needed. 2) Exterior windows and doors that are not property sealed or tightly Closed to prevent entrance of dirt,dust and moisture. b. All roof vent pipes such as fireplace,water heater,etc.,are reclukocl to have roof caps installed or s=n.Ny covered with weatherproof materials such as plywood,metal or asphalt roll roofing. c. During winter months,homes located In cold climates need to be winterized. Ran-ova all water from the water heater,supply and drain linea Add antifreeze to all drain lines,P4raps and toilets and open all faucets and shut off valves. NOTE: Protective shipping plastic or other coverings are not designed for long-term use. Homes with hinged roots or Dining other open roof areas cannot be stored longer than DD days. PRkRY AND CONFC)ENTIAL APPROVED Th.= FLEETWOOD ENTERPRISES INC. VO R CJ Pn Carperx""' r TITLE Madisom WR-110 CcprWg 0 2W4 by Fbetwwd Erawpnr wr- TEMPORAY HOME STORAGE lid Calculatior;Numbers AND WEATHER PROTECTION HIVID ImiIf, e HomREQUIREMENTS Carmtnocowner NO. F AP .errs In I Jack W. EV. tmod Dft: 72-72-0070-02 's 4�',r, City of Atlantic Beach i APPLICATION NUMBER Building department 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 1� Phone (904)247-5826 - Fax(904)247-5845 rte" E-mail: buildin de coab.us @ t City web-site: http://www.coab.us http://www.coab.us Date routed:_ APPLICATION REVIEW AND TRACE-,JNG FGR Property Address: 4'/Z.. Jr-e lith A?e% 37- ent review required 'Yes No h Buil ' A Applicant: �/� y�L 4d/L e AMtc_ Plann ng & 7_onin Tree Ad;-: .nistrator Project: O .671e Ad '7» E Public V; KS Public Uirtcies Public Safety Fire Sei vices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Rece- _ of Permit Verified ` ®ate Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: — APPLICATION STATUS Reviewing Department First Review: ❑Approved. (Circle one.) Comments: �j ,,, BUILD NG� � V "— m� SA PLANNING &ZONING Reviewed by: rr Date: TREE ADMIN. Second Review: [OApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES C PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by.--,--,, Date: Revised 05/14/09 City of Atlantic Beach r APPLICATION NUMBER Building Department (To be assigned by the Building Department.) " rl 800 Seminole Road Atlantic Beach, Florida 32233-5445 7 Phone(904)247-5826 • Fax(904)247-5845 " wilt E-mail: building-dept@coab.us Date routed: z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z. Jr� W A-er d'✓ ent review required Yes No Buil 0 /L Plann•n &Zonin Applicant: /L� DAG � B �/�?� 9 Tree Administrator Project: �1 at- '7» E Public Works / ,Z �h_5 Safety Public Utilities Public Safety Fire Seivices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Rece."'ptof Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. XDenie"Jl. (Circle one.) Comments: ft"rC f�dv .464icelf 1ivA, /`oP e-Y � y �t BUILDING 00, PLANNING &ZONINGV3 `y Reviewed by: Date: TREE ADMIN; Second Review: KApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:� -`� Date. FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: evised 05/14/09