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Home My WebLink AboutROBERT HOLLIDAY -FLOOR PLAN - 2402 NW SIXT STREET OCALA, 5407533j " IIG" I 10avz" 3/ 3 G'- 0" X G'-S' S.G.D. 18"J— 32'- 0" PIERS UNDER COLUMNS IN ADDITION To PIERS AT G'-0" ON CENTER THIS 51DE OF ADD -A-ROOM TO BE CONNECTED IN ADDITION TO THErEQUIREtJENT6 PERMIT, THERE MAY BE ADDITIONAL PiL' TO EXISTING SINGLE FAMILY DWELLING. 8 14' 5" X 9' - O" X 80" �"PPLICABLETOTHIS PROPERTY THAT OPENING 24'- 1 1" 2 7'- G" MAY BE FOUND IN THE PUBLIC RECORDS OF W. H . OPENING THIS COUNTY. ACCESS _ — — — — — — — — — — — — — — — 25" X 34" OPEN I NG — — % 1 TICE 3/4' X I " GANGLAM OR MICROLAM RIDGE BEAM CONTINUOUS ON TRUSS FAMILYROOM 2-30X 54 32_ 0" 21'- 3 JUNCTION BOX MAY VARY IN — — — — — — — — — — — — — — — — — — -- LOCATION — W.P, I J�---- — — — — — — — — — — — — S 2 --- I N 2 — �2 \� NOTE: ENERGY CODE COMPLIANCE SHALL BE BASED ON THE ENTIRE BUILDING, INCLUDING ADDITION, IN ACCORDANCE WITH SECTION 501.1 (h) OF THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO DEMONSTRATE TO THE BUILDING DEPT. ENERGY COMPLIANCE 24 20" 14" 116" 14' 20" 24 2'-6" IG'-6" FROM END OF DUCT TO AIR 29'- G" SUPPLY 3' G" 28 1/4" "-� 13'• 6" 19% 0" 28'- 0" 3 6' Ti GXIO GX 10 ;+I 6X 10 5"X 15"X 27%0" CLASS I FIBERGLASS DUCT BOARD 10" AIR SUPPLY DROPOUT H.V. A.C. PLAN 3 2'- 0" NOTE DUCT MAY BE RELOCATED IN FLOOR, REGISTERS MAY VARY IN LOCATION In NOTE: - -n--. IF THE ADD -A-ROOM MODULAR DOES NOT HAVE A NOT TO BE OCCUPIED SWINGING SIDE HINGE TYPE DOOR, THEN THEAAPPROVAL MAIN EGRESS DOOR MUST BE A SIDE SWINGING PFFORE TYPE DOOR AND LOCATED IN EXISTING DWELLING. iv-HULDING DEPART ENT THE MEANS OF EGRESS TO ROUTE FROM THE; r e'ENDiTIaNs ADD -ON -ROOM TO THE MAIN EGRESS DOOR MUST BE IN ACCORDANCE WITH THE LIMITATIONS AND REQUIREMENTS OF CHAPTER II OF THE STANDARD BUILDING CODE AND 15 SUBJECT TO 7 LOCAL JURISDICTION APPROVAL ��o /i �. ST LUCIE Cc BUILDING DIVISION REVIEWED FOR C L..I FLOOR PLAN NOTE THIS FLOOR PLAN MAY BE BUILT IN A FLIPPED CONFIGURATION _t I' �; A"'D PERIL�I7' BE KEP F ,� j(, s R i- -CTIt� N C SYMBOLS Wall Mount Ou tlet Duplex Outlet TV Outlet J[] Junction Box Ceiling Outlet 5 Swi tc h CI Phone Jack APPROVAL I-4790 Plan No Approved E,y KENNET-H A. GODFREY nnodul�[,.Iq 8 i!dor;: Plans Examiner C-:rtiticate NIO. 003 ELECTRICAL SCHEDULE Circ Description Bkr Amp Wire Ga Volts I Gen Light 15 14 115 2 Gen Light 15 14 115 ELECTRICAL PLAN NOTE: FEEDER WIRES IN JUNCTION BOX TO BE FIELD CONNECTED TO POWER SOURCE FROM EXISTING APPROVED STRUCTURE OR SEPARATE INDIVIDUAL SOURCE PER LOCAL CODES SWITCHES MAY BE RELOCATED (AS SHOWN) BUT MUST COMPLY WITH N.E.C. APPROVAL CHARIOT EAGLE Lwlifvv .,%GENCY APPROVAL 0 C A L A ) FLORIDA Hess prints comply with the =-iorida Manufactured Building Ac+ of 1979 Construction Codes and ad.liere to the following -riteria: T I T L E FLOOR PLAN , ELECT . , DUCT MODEL Const. Type _ 10 3 2 — 1 occ uparicV _-K. of t;'' S ----� - ;"Ly — I►5 REV DATE REV DATE DATE SCALE 12 — 28 — 89 1 / 4 „ _ I . _ Pian h9 194.Z.? I1 0„ DRAWN BY CHECKED BY Aflow. Fc:or L-.ac. -moo.•, Approval Manuf. Gi_-�At2_IOT,�!LE SPELL SHEET I OF 2 DRAWING NO HW 4 4 4 0 a APPROVED TRUSS AT IG" O.C. DIRECTLY OVER WALL STUDS OR TOP PLATE MUST BE DOUBLED k'12" O.C. WHEN WALL STUDS ARE 12" O.C.) 235 lb. FIBERGLASS SHINGLES ON 2 LAYERS OF 15 lb FELT IF ROOF PITCH IS LESS THAN 4 12 ON 7/ IG" ORIENTED STRAND BOARD, RATED SHEATHING —� EXPOSURE 1, 24/16 ALUMINUM DRIP EDGE CONT. (TYP) 1 1/2" X 30 GA. GALV. STEEL STRAP AT IG" O.C. MAX. (TYP) SEE DRAWING R-3 ;f 2 X 4 OUTSIDE RAIL CONT OPTIONAL OVERHANG (SEE DRAWING R-2 ) -- ALL WINDOWS SIZED TO MEET REQUIRED GLAZE AREA AND VENT (AND EGRESS A5 REQ' D) VINYL SIDING (TYP) I X 2 CONT BELT RAIL (TYPICAL) - 28" II ELECTRICAL DADO WITH MAX. WIRE PROTECTOR 2 X 4 BOTTOM PLATE CONT. METAL BOTTOM PAN OR SIMPLEX BOARD MAIN "I" BEAM (TYP.) 8" X IG" X 16" CONC. FTG. (TYP.) TO BE REINFORCED PER LOCAL CODE REQUIREMENT AND MUST BE BELOW FROST LINE— — ATTIC NET VENTILATION REQUIREMENT OF 1/150tn OF ROOF AREA IS ACCOMPLISHED BY SOFFIT VENTS AT EACH ENDWALL OVERHANG 7 12" 3. 3" R.P. R-19 CEILING INSULATION (TYP) 1/2" MINERAL FIBERBOARD SINGLE 2 X4SPF-02 TCP PLAT[, CONT TYP �-2 - 2 X HEADER W/ 1/2' PLYWOOD FILLER SIZED PER OPENING 1/8" X 3/4" PUTTY TAPE OR EQUIV. �4 CONT AROUND ALL WINDOWS AND DOOR PENETRATIONS ./ �2 X 4 WINDOW SILL INTERIOR WALL FINISH TO BE OF CLASS "C" EXCEPT HALLWAYS TO BE OF CLASS " B" PUTTY TAPE , FOAM TAPE ) CAULKING OR EQUIV. CONT SEAL AROUND ENTIRE LENGTH AND WIDTH OF UNIT BETWEEN 130TTOM PLATE k FLOOR - TOP PLATE AND CEILING BOARD AND SIDEWALLS TO END WALL PARQUET WOOD FLOORING CARPET OR ROLL GOODS STANDARD FLOOR COVERING 3/4" PLYWOOD DECKING 18" R-7 FLOOR INSULATION MIN TYPICAL 34„ CLASS I FIBERGLASS MAX. DUCT BOARD o � n CROSSMEMBER AT 48" v O.C. MAX. (TYP) ('12 MIN. BELFROST LINE NOTE- I,SEE DRAWING NO. FD-I FOR FOUNDATION DETAILS WITH OUTRIGGERS AND CROSSMEMBERS @ 24"O.C. MAX, 2.SEE DRAWING NO. FD-2 FOR FOUNDATION DETAILS WITH OUTRIGGERS AND CROSSMEMBERS Q 4B" O.0 MAX. NOTE TIRES AND AXLES OMITTED FOR CLARITY AND SERVE FOR TRANSPORTATION PURPOSES ONLY. m NOTE: ALL DESIGN AND CONSTRUCTION OF ATTACHMENT TO THE EXISTING STRUCTURE IS BY OTHERS,ON SITE, SUBJECT TO LOCAL APPROVAL. EXISTING STRUCTURE MUST BE CAPABLE OR BE MADE CAPABLE OF RECEIVING HORIZONTAL WIND FORCE IMPOSED ON THE ADD -A -ROOM. ------ALUMINUM DRIP EDGE CONT. (TYPICAL) 3/4" GANGLAM OR GLUE LAMINATED RIDGE BEAM CONT. 1 1/2" X 30 GA. GALV. STEEL STRAPS AT 16" O.C. MAX. TYPICAL FOR OPEN SPANS SEE STRAP REQUIREMENTS ON DRAWING NO. R-3 SINGLE 2 X 4 TOP PLATE CONT. EXTERIOR FINISH TO BE OF VINYL SIDING WHEN EXPOSED TO THE OUTSIDE AND/OR PANELING WHEN EXPOSED TO THE INSIDE '—EXT. WALL SHEATHING TO BE 3/6" MIN. EXPOSURE I PLYWOOD OR INSULATIVE STRUCTURAL 13.0ARD (SILVERLINING GRADE RED) NOTE: APPROVED VAPOR BARRIER ON INSIDE WALL IS REQUIRED WHEN SILVERLINING IS USED ---R - 1 1 WALL INSULATION (TYP) 2 X 4 S.P.F. #2 STUDS e IG" 0. C'. (TYP) 2 X 4 BOTTOM PLATE CONT. DOUBLE 2 X G FLOOR J015T (R� 2G" O.C. MAX. (TYP)- ALL BUTT JOINTS SHALL BE LOCATED DIRECTLY OVER PIERS OUTRIGGER @ 4S" O.C. (TYP) PT. SHIM FOR LEVELING -(OR EQUIVALENT) 2" I 8"X IG" PT SILL PLATE (TY P ) 6" X 8" X IG" CONC. MASONARY UNIT TYPICAL (SEE FOUNDATION PLAN ) PERIMETER PIER NOT SHOWN —SEE FOUNDATION PLAN FD-2 FOR LOCATIONS AND SPECIFICATIONS APPROVAL APPROVAL CHARIOT EAGLE Ir OCALA ) FLORIDA TITLE CROSS- SECTION MODEL TYPICAL REV BY I REV DATE 10- 9-89 REV DATE �15 DATE SCALE 0 05-31 -89 3/4" = 1'-0" Ig47-o1 DRAWN BY CHECKED BY SPELL SHEET I OF 15 DRAWING ' NO CS I 2'-0" FROM END OF "I" BEAM MAX. O - THIS FOUNDATION PLAN MAY BE USED WHEN OUTRIGGERS AND CROSSMEM— ' BEP,S ARE SPACED 2'-0" O.C. MAX G' -0.. MAX. TYP. NOTES I)TIE DOWN STRAPS TO BE WRAPPED AROUND "I" BEAM AND FASTENED TO STEEL, ANCHORS AT 4'-0" O.C. (ON BOTH "I" BEAMS) TIEDOWN STRAPS SHALL BE 1 1/4" X .035" GALV. STEEL MIN, TYPE I, CLASS B, GRADE I, OR AN EQUIVALENT STRAP WITH AN ULTIMATE LOAD CAPACITY OF 4725 Ib's.—� 10' DIA. X 18" DEEP e CONCRETE COLLAR ---�- ° e 0 45° "I" BEAM (TYP) G'- 0 MAX. TYP. WOOD SHIMS -0 MAX. TYP. "I" BEAM 2 X 8 X IG PT. WOOD SILL PL ATE 8" X 8" X 16" CONCRETE MASONARY UNIT ON 8' X IG" X 24" CONC. FTG. AT G'-O" ON CENTER STEEL ANCHOR TO BE CERTIFIED AND TESTED TO WITHSTAND 4750 lb. UPLIFT MIN. OPTION "A" - DIRECT SOIL APPLICATION G- O MAX. TYP. MAX. TYP. —8"X8"XIG" CONCRETE MASON ARY UNIT (TYP) TIEDOWN STRAPS SHALL BE 1 1/4" X .035" GALV STEEL MIN, TYPE I, CLASS B , GRADE I , OR AN EQUIVALENT STRAP 450 G'- 0" —1 2 0" MAX. TYP. "I" BEAM (TYP.) 8" X IG" X 24" CONC. FTG, (TYP) OR MIN. 4" CONC. SLAB WITH 6"X G" 10/10 W.W.M. CONTINUOUS UNDER BUILDING PER LOCAL CO DI REQUIREMENTS. SLAB SHAL,- COVER ALL AREA UNDER ADD -A -ROOM , AS A MINIMUM WOOD SHIMS 2"X 8" X IG" PT WOOD SILL PLATE WITH AN ULTIMATE LOAD " X 8" X IG" CONCRETE MASONARY CAPACITY OF 4725 lb's UNIT ON EXISTING SLAB AT 6'- O" ON CENTER PER LOCAL CODE REQUIREMENTS = - - - - _Q - '�-- 4" CONC. SLAB W/ G" X G" 10 / 10 - - -.d - - - W.W.M. (MIN.) WHEN MICS 2 ANCHO{A BOLTS ARE USED , OR WITH # 4 REBAR AT 12" O.C. 5/8" X 3 1/2" PHI LLI PS ANCHOR BOLT EACH WAY WHEN HN5630 ANCHOR BOLTS ARE WITH STANDARD ANCHOR HEAD (MODEL USED. NO. DTH -HEAD WITH HN5830 ANCHOR BOLT) OR TIE DOWN ENGINEERING, INC.. 4" MIN. FROM EDGE OF SLAB AND SUBJECT PATIO SLAB ANCHOR W/EXPANSION BOLT TO LOCAL CODE REQUIREMENTS (MODEL NO. MICS 2) NOTE: TIE DOWNS TO BE WRAPPED AROUND BOTH "I" BEAMS AND FASTENED TO STEEL ANCHORS AT 4'-0" O.C. ON OUTSIDE AND 8'-0" O.C. INSI DE OPTION 'rB"-EXISTING SLAB APPLICATION APPROVAL I APPROVAL 2 __L CHARIOT EAGLE OCALA , FLORIDA TITLE FOUNDATION PLAN MODEL TYPICAL 0 10-31-89 12 -12- 8 as REV. DATE 10- 9-8 REV_ DATE DATE SCALE 3/8" - 1'- 0" DRAWN BY CHECKED BY SPELL SHEET 2 OF (5 DRAWING NO FD-I 13 0 2 NOTE 140" TYP. G'-0" MAX. TYP- 6 - U MAX. TYP. 10 - v MAX. TYP. 6 -O MAX. TYP. G O MAX TYP . 6 O MAX . TYP . 2` 0" 8"- 0"' MAX. TYP. 8'- 0" MAX. TYP. "I" BEAM -� 8'- 0" MAX. TYP. 8'- 0" MAX. TYP THIS FOUNDATION DETAIL IS FOR MANUFACTURED BUILDINGS WITH CHASSIS OUTRIGGERS AND CROSSMEMBERS AT 46" O.C. MAX, SEE DRAWING NO FD I FOR FOUNDATION DETAILS WITH OUTRIGGERS AND CRO55MEMBERS AT 24" O.C. MAX. TIE DOWN STRAPS TO BE WRAPPED AROUND I BEAM AND FASTENED TO STEEL ANCHORS AT 4'-0" O.C. (ON BOTH "I" BEAMS) „I„ BEAM (TYP) TIEDOWN STRAPS SHALL BE 1 1/4" X .035" GALV STEEL MIN TYPE I , CLASS B, GRADE I, OR AN EQUIVALENT STRAP WITH AN ULTIMATE LOAD CAPACITY OF 4725 Ib's ° p 10" DI A. X 18" DEEP a 4' CONCRETE COLLAR 0 n WOOD SHIMS 2" X 6" X IG" PT. WOOD SILL PLATE 8"X 8"X 16" CONCRETE MASONARY UNIT ON 8" X IG" X IG CONC. FTG. AT 8'-0" ON CENTER PER LOCAL CODE REQUIREMENTS STEEL ANCHOR TO BE CERTIFIED AND TESTED / TO WITHSTAND 4750 lb UPLIFT MIN OPTION "A" - DIRECT SOIL APPLICATION "I" BEAM (TYP.) 2'- 0" X 8 X 16 ON LO K N B" X 16" X IG" CONC. FTG. TYP. PERIMETER PIER FOUNDATION PER LOCAL CODE REQUIREMENTS �- 2'- 0" FROM E N D OF I BEAM MAX. TYP. 6" X 8" X 16" CONC. BLOCK ON 8" X 16•' X 16" CONC- FTG. TYP. INTERIOR PIER FOUNDATION PER LOCAL CODE REQUIREMENTS — OR — 8 X 8" X 16" CONC. BLOCK ON MIN -i OF 4" CONC. SLAB WITH G" X G" 10/10 W.W.M- CONTINUOUS UNDER BUILDING PER LOCAL CODE REQUIREMENTS. SLAB SHALL COVER ALL AREA UNDER ADD -A - ROOM , AS ----, A MININUM WOOD SHIMS TIEDOWN STRAPS SHALL BE ` 1 1/4" X .035" GALV. STEEL MIN. TYPE I CLASS B , GRADE I 2"X8" X 16" PT. WOOD SILL PLATE OR AN EOUIVALENT STRAP 450 450 WITH AN ULTIMATE LOAD 8" X 8" X 16" CONCRETE MASONARY CAPACITY OF 4725 Ib's UNIT ON EXISTING SLAB AT 8'-0" ON CENTER PER LOCAL CODE REQUIREMENTS o - o ��-4" CONC. SLAB WITH 6"X G'" 10/ 10 W.W.M. (MIN.) WHEN MICS 2 ANCHOR BOLTS ARE 5/8'" X 3 11 PH I LLI PS ANCHOR Bt>LT USED , OR WITH # 4 REBAR AT 12'" O.C. EACH WITH STANDARD ANCHOR HEAD (MODEL WAY WHEN HN5830 ANCHOR BOLT ARE USED NO. DTH -HEAD WITH HN5830 ANCHOR 4" MIN. FROM EDGE OF SLAB AND BOLT) OR TIE DOWN ENGINEERING, INC.. SUBJECT TO LOCAL CODE REQUIREMENTS PATIO SLAB ANCHOR W/ EXPANSION BOLT MODEL NO. MICS2) NOTE TIE DOWNS TO BE WRAPPED AROUND BOTH "I• BEAMS AND FASTENED TO STEEL ANCHORS AT 4'-0" O.C. ON OUTSIDE AND 8'-0" O.C. I N S I DE OPTION "B"-EXISTING SLAB APPLICATION APPROVAL APPROVAL CHARIOT EAGLE OCALA , FLORI DA TITLE FOUNDATION PLAN MODEL TYPICAL 10-31-89 12-12-89 REV. DATE 10-9-89 REV. DATE DATE SCALE 3/8', = 1'-0', DRAWN BY CHECKED BY SPELL SHEET 3 OF (5 DRAWING NO FD-2 i� . . erc ASPHALT OR FIBERGLASS SHINGLE RIDGE CAP CONT. APPROVED a o METHOD #1 SEALANT G„ X 30 GA. GALV. RIDGE CAP W1 I" GALV. TYP, CONT / ROOFING NAILS 4" O.C. FULL LENGTH (BOTH SIDES) EXISTING ADD -A- ROOM METHOD # 2 APPROVED STRUCTURE 5/IG" X 6" LAGS e 32" 0. C. STAGGERED IN PREDRILLED HOLES OPT. 5/IG" X 3" LAG THRU CLIP INTO RIM JOIST I 1/2'' NUT AND BOLT WITH WASHER @ 8'- 0" O. C. KI OUTRIGGER ADD-A - ROOM EXISTING Ili APPROVED STRUCTURE EXISTING APPROVED 5TPUCTU RE APPROVED TRUSS AT I G" 0. C. (OR 12" O.C.) ADD -A- ROOM NO. 8 X 3" SCREWS THRU 2 X INTO BOTTOM CHORD OF TRUSS (BOTH SIDES) ADD - A - ROOM NO. 8 X 3" SCREWS e 12" O.C. STAGGERED ANGLED THRU STUDS AT END OF CLEAR SPAN OPENING ( FOR FASTENING TWO HALF TOGETHER) APPROVAL APPROVAL CHARIOT EAGLE .�Ilbi(o OCALA FLORIDA � AGENCY APPROVAL` ;TITLE -: 3ridprints ufactur with uaf� SET—UP I N S TA L L AT I O N \,.t of 1979 Constructich Codoo D ETA I L S -md adhere to the followint ��itse�aa MODEL TYPICAL RAP Coast. Typ Occupancy �g Ak 6wable No. REV. BY of Floors R E V. D AT. E REV. DATE *ind V¢6chy D AT E 0 6— 15 - 6 9 SCALE �� 1 �� 1 1/2 1— 0 Fire Rj%t r of EA. Walls Pl in No. --FJ DRAWN BY CHECKED BY A!1 7w. Flow Loom LE OVER Ar)p*oval Date �,f G L_ SPELL TYP.) INSTALL SHEET 15 OF 15 DRAWING NO. S U — I f STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 2 7 4 0 C E N T E R V I E W DRIVE • T A L L A H A S S E E, F L O R I D A 3 2 3 9 9 KA MARTINEZ GOMM" November 13, 1989 THUat.aS G. PELHAM Srirel�ry Mr. Robert Holliday Chariot Eagle, Inc. 2402 NW Sixth Street Ocala, FL 32674 Re: Add -A -Room Approval based on the 85-S.C.'s with 1986 Revisions Mfgrs. I.D. No.: CEI-163 Plan Approval No.: 89-163-AAR This Approval Expires December 31, 1990 Dear Mr. Holliday: I am pleased to inform you that the Department of Community Affairs has granted Chariot Eagle approval to manufacture Add -A -Rooms for installation throughout the State of Florida. This approval is granted pursuant to inspection of your submitted plans which were found by this Department and your inspection/plans review agency to be in compliance with the applicable codes. Provisions for resistance to uplift and overturning are approved so long as the Add -A -Rooms is tied down on an adequate foundation, in accordance with the approved plans and specifications. A copy of this letter must be attached to the approved plans when making application for local building permits. Sinc rely, i wrence H.' Jordan Planning Manager Manufactured Buildings Program LHJ/jf cc: HWC EMERGENCY MANAGEMENT • HOUSING AND COMMUNITYIDEVELOPMENT • RESOURCE PLANNING AND MANAGEMENT STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 2 7 4 0 C E N T E R V I E W DRIVE T A L L A H A S S E E, F L O R I D A 3 2 3 9 9 BOB MARTINEZ THOMAS G. PELHAM Governor August 31, 1989 Secretary Mr. Robert Holliday Chariot Eagle, Inc. 2402 NW.Sixth Street Ocala, FL 32674 Re: Add -A -Room Approval based on the 85-S.C.'s with 1986 Revisions Mfgrs. I.D. No.: CEI-163 Plan Approval No.: 89-163-AAR This Approval Expires December 31, 1990 Dear Mr. Holliday: I am pleased to inform you that the Department of, Community Affairs has granted Chariot Eagle approval to manufacture Add -A -Rooms for installation throughout the State of Florida except the Florida Keys. This approval is granted pursuant to inspection of your submitted plans which were found by this Department and your inspection/plans review agency to be incompliance with the applicable codes. Provisions for resistance to uplift and overturning are approved so long as the .Add -A -Rooms is tied down on an adequate foundation, in accordance with the approved plans and specifications:. A copy of this letter must be attached to the approved plans when making application for local building permits. Sincerely, Lawrence H. `Jordan Planning Manager Manufactured Buildings Program LHJ/jf cc: HWC EMERGENCY MANAGEMENT 9 HOUSING AND COMMUNITY DEVELOPMENT • RESOURCE PLANNING AND MANAGEMENT •. : s awe ENGINEERING • INSPECTIONS CERTIFICATIONS * TESTING V CERTIFICATION REPORT NO.: MANUFACTURER: 1947-01 Chariot Eagle, Inc. 2402 N.W. 6th St. Ocala, FL 32675 DATE: 8/17/89 HILBORN, WERNER, CARTER & ASSOCIATES, INC. hereby certifies that it has examined the documents included in and referenced in this report and that manufactured structures built in accordance with this report comply with the applicable sections of the following Standards: -Florida Manufactured Building Rules and Regulations -Florida Accessibility Codes & Standards, Part V -Life Safety Code, 1985 Edition -National Electric Code, 1984 Edition -Standard Building, Plumbing, Mechanical, & Gas Codes 1985 Editions with 1986 Revisions SIGNED BY: DATE: Manuel Cordero PROJECT ENGINEER 8/17/89 for HILBORN, WERNER, CARTER & ASSOCIATES, INC. _ Kenneth A. Godfr P. . VICE PRESIDENT AUG SO 1989 DIRECTOR OF MODULAR DEPARTMENT HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER. FLORIDA 34816 (813) 584.8151 .y o . P � r• S L1MMA R.Y The Legislature, by enacting Chapter 71-172, La�•rs of Florida, has preempted local authorities from regulating the manufacture or construction of factory -built housing units, preserving only to local units of government the authority i.o control • the on -site installation - or placement of the factory built housing units.on a parcel of land. L0=1 governments have the authority to promulgate land use and zoning "requirei*ents, site development, , subdivision control,. on -site installation require- ments and aesthetic requirements. Hawever, such - requirements which relate to transportation, eree- - ti on and use shall be uniformly applied and enforced without distinction as to whether such factory -built housing is manufactured or built in a conventional manner, and must not discriminate against factory-bu-ilt housing. Sincerely, j �61 71 Robert L. Shevin r Attorney General Prepared bt. 4 .• !Q, I rA Pa / 1 ti . 'i.,- mbcrt Assistant Attorney General ' Ph FOR OFFICE USE ONLY SPECIAL APPROVALS ,i REQUIRED DATE RECEIVED VEGETATION QNVIRONMENTAL ✓ PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL)' _ FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE' ALT SEA TURTLE PROT REQUIRED FEES PR# NOT REQUIRED L--- i Y- BP VALUE $ PLANS EXAMINING FEE l $ RADON FEE : . ROAD IMPACT FEE $ \ Y� ROAD IMPACT DISTRICT- ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES}: NO: SCHOOL IMPACT FEE $ ` DATE PAID: CHK#. SCHOOL IMPACT CREDIT:• YES: NO: SCHOOL BOARD APPROVED EXEMPTION:" YES: NO: ALTERNATIVE DEV. FEE $ ( DATE PAID: ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING -- ELECTRIC PLUMBING SCREEN ENCL/FENCE:,/� ZONING CHECKS BBL LOT COVERAGE �� EASEMENT CHK# t L SPLITS tlWTE p-� V(-C*A bP( }I�LR(21CAIIf� S'rapW(a&- To P►PP260eb Me-r-td�S iSY Lo cA L a S-M. T9 R-s LNQ I E S LAW i ego We kle V ICH-�D L: N VILJ L PP k oc-v J�y I