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474 NE 95 St (3)r; w Date Issued to For a_story Fixtures Fixtures aiami Aores9111age F L O R I D A /LUMBING PERMIT N9 1130 1 � C ,. - �^'. fir►,._ to install the following described plumbing, in accordance with the laws, statutes and regu- lations of Miami Shores Village, Florida and the State of Florida, governing plumbing ,end drainage work done in Miami Shores Village, Florida. 4 Total ti building at ,‘ ) f $ b Sewer / $ / • f' " Septic Tank $ $ r ti,! f A Village Plumbing Inspector Received Payment by OVhNER LOT BLOCK SUBDIVISION 7 / 13 L 1 , ' . , 4.. / , . 47; 411/ _, 4 :4 )11 4 44-1--- r; w Date Issued to For a_story Fixtures Fixtures aiami Aores9111age F L O R I D A /LUMBING PERMIT N9 1130 1 � C ,. - �^'. fir►,._ to install the following described plumbing, in accordance with the laws, statutes and regu- lations of Miami Shores Village, Florida and the State of Florida, governing plumbing ,end drainage work done in Miami Shores Village, Florida. 4 Total ti building at ,‘ ) f $ b Sewer / $ / • f' " Septic Tank $ $ r ti,! f A Village Plumbing Inspector Received Payment by MIAMI SHORES VILLAGE CERTIFICATE OF INSPECTION Office of Electrical Inspector .. .,r /' THIS CERTI,FIES THAT the wiring and apparatus installed at c by ( 8.. . # r. a `_,. Address / for • r 4 t ; 4.:... . -- ,.,, t...►= owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits j e Range , ; '":' s . ia. °.. q-..de-...4 watts. Water Heater watts Power: Connected load H. P. Space Heaters X. watts Other Apparatus 'i( N. PERMIT o . ELECTRICAL INSPECTOR. . ..1, - .--A3 / Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in com- pliance and conformation with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Ordinances of Miami Shores Village, and all rules and regulations of the building Department of Miami Shores Village, shall be complied with, whether specified or not. OWNER �. ARCHITECT - - ,'�. � �.������,..� CONTRACTOR- „ k, es, 2.� ,. LOT �� Y BLK. ,d S !�` °`a � ��° STREET #,= NEW ADDITION REPAIRS NUMBER OF STORILS 1 ROOF`„ TOTAL COST Building to be used for STATE OF FLORIDA) COUNTY OF DADE ) Votary Public, State of FI, /d at I_ar,a My Commission expires Cubic Feet 4 Chairman R .^ Member Permit No t,emmisslon txpires ° eb, 20, PA Electrical Permit No. Issued t BUILDING PERMIT RECORD "MIAMI SHORES VILLAGE FEORIDA APPLICATION 1 DATE Signed Notary Public (Signed • IM:*:t* **.*., %r%. 'i: * PLANNING BOARD Member Secretary Building Inspector I hereby submit all the plans and specifications for said building. and no other use. Before me, the undersigned authority, a notary public, duly authorized to administe, •-ths = d take acknowledgment, personally appeared AMU A.1.4 to me well known, and who, being by me first duly swe n, upon oath deposes and says that he is the builder the above described construction, that he has read the fore ing application, arid that he did sign the same, and that facts stet • him are true Read, Sworn and Subscribed before ogNkNA A Cubic Feet required in this Block t•7` j E . Plumbing Permit No. Painting Plastering Lathing Electrical Mason &.Concrete Plumbing Roofing, Glazing Tile Miscellaneous LIST OF SUB - CONTRACTORS NO. STREET PART OF LOT LOT BLOCK SUBDIVIS ON ROOP COST OP BUILDING PERMIT FEE w .''� • FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION BUILDING TO BE USED FOR ROOP COST OP BUILDING PERMIT FEE w .''� ! Fram , Ile ncrete, Stucco I' R sI ence, pis., S a, Hotel A j ,/ I ���� , /y� BUILDING PERMIT Dated I Miami Sh es Village, Florida, Owner of Building t ' / VI a ' '4f t ,-.4,1 f, A 4.44441 , -.1w 4 7 417 4 91 W^C--■ Architect Contractor or Builder �tf t'''.d �r ... • To l.L t the build g b p pp p tions retofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and ulations of the building department of Miami Shores Village. This permit may be revoked at any time upo the violation of any provisions of said egg s, ordinances or rules and regulations, or upon any change in the plans and specifications unoriz . e , V e building inspector. �^ !er gUILDI NG INSPECTOR This permit is issued to �I..y4..; ?.._.v y yt in above described as era lication Plans and, ecif ,19 PROPOSED LOCATION DESCRIPTION OF BUILDING - "ff- 7 . , 19 MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR N9 473 In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all buil. g.laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the bui ding depart.. ent `cf . ' • i Shores Village. (SEAL) N9 1740 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Owner, Agent or Tenant of Building Lot Block Subdivision Street Address £./ 1 `i 5 Approved use by occupancy Remarks. This Certificate of Occupancy is issued to the above named - for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement yr toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Street and Number where work is to be done Owner's Name and Address ......... I 7 A • ZAGS' Registered Architect and /or g' • (yn toter .._ —. .,....,,,•,,,.,,,,<,.... 'L Name and address of licensed contractor l� f ci Q �.._..:12� —q 6 � l & �'`1 =.. Location and legal description of lot to be built on: Lot Block Subdivision 74 AL qs s No...�.z..._. Stretal,.....9 State work to be done and purpose of building (by floors) 1 Q 5 F AGT ''OPP' JC _.__ and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation f C oo ng Estimated Total cost of improvements $ 4t Amount of Permit $. 1•3 f!.Q Zone cubage required .Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his ob of Labor under the Florida ‘Vorkuien's Compensation Act, being Section 5966, Compiled General Laws of Florid and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - in the work to be performed under this permit; and will post or cause to be posted f• inspection on the site or noticcs as arc required by the Act. The undersigned agrees to employ only suc •ntractors, o wo pcnnit, as are licensed by Miami Shores Village. Remarks (Sign STATE OF FLORIDA, COUNTY OF DADE. ' ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally peared uilding Inspector My Commission Expires Notary Public, State of Florida its construction may lie. ns as an employer anent Supplement, s employed by hint rk such public notice performed under this ap- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No. 0 Date 4 ./i /4 Read, Sworn to and Subscribed before me. Disapproved Date (Signed) PLANNING BOARD DATE Chainnan Member Member Member Member .. ... _.....__....._..._. ..._._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from tic P1.unnir.;: Board. A re. in fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. L 1-k co■3 Gam.. 3 e T DetkiEux1 1 8PR011101Tx,0N NnT88 R 82D8'80$ ` * B, a. mauls Aml M ow's, Viscid& it *bait /1404 ** Thi . Co*tr oto r 'shall NMI, and groio.Oltors the b►dt do all w e a k to aoo agse with tb ' ns ' rule* and . ± ' Lowa and ato ' oa M.. and -: to i *oat all rood000mita aocd regulations or tho 1s4*a1 Souotos AftlialeteatialLi ornate al.1 welt holm the lam* lino. After wow 141111, ► 0.401 lip ha* loOon..oapplotod. ll trig. osoirettek earth toad !or ' the f ,"�".�► t m ss =. a wi iot fLirolkriok a d soma toll taa 1A ►s Dsl$, ',� oti :Oat ?slabs 'small ids. of ;isonerei•o of stns. , sr. irbo* drovinto aa►d o t4fore id* *tool as st: and; of .asr''.a t3+ r 'h . *i1 1 . .os is ter tat . *Ott ribbons 40: n:1 .-. o► a I2 i s4 . ilaraggi . tioc a -i aall a .asoo* SMOi %.�i s Mott-- o t- I boU 'bs , ratiator#.d. n NO* l la. 6" : #"j ro ice« abbot* ' "bi roil wood 1ritb " ` rods,' Wind ss bs of oioa + g aaa Nash, with i " _ rte" i� - U Zla m 1 L - s c ,i "- an S$* 44 d . ... A A, w sae : " tMssanrat ` s 4 as MAX/ . tal !t ss opporrod baler Osaent 1)l osk • ra p z erid oe ,. 7 um, NA *bag $hsil ao WM of .'first Ulting ; u atailintO Or Of elsky O la toondatioe. to bolt* or tiba0o, Pi m orweber -o an addiltiamal 4 at. oar tb, e i# ". 1 ittlo ma * or out sifts as .1 sts* VW Own r& taat701017 rks 'maw isast selling joists shall br of sershantable grads. pine oo ease* as shown on the wings, 3nb.floors shall be of l Z. $ er $ 4b -pis.. finish floors shall be of du*, Red tom. Sta4s sitaLt b• of a is 6, 16" 0* doss etlterwiss show** *afters shall bi Of 2 it b,' 1* es unless otherwise shat Sheathings . to ohootbisi with l it i et • ash • - Roof labastag shall be doss . whore stroessa y• f ohehiast OLoos i s U be provided with shely *• Oabinets t OabisiOta is kit*** *hall how wood ponf , or plinised door and drawers mod .hall extent trek floor to ( d.talls) . Baseboards 1 be pravidsd 1a` all :r r, bails and a stye peer trams- Shall id at standard s10* *rt[tttaeturer• Deers shall he of staadaird. stook *aafMtur*s, ens ar i t►4 jets *1• Sash ideal be with 0.2.14 slasa• Luring Roos ► e)tsll be await as Shun en tstail drawings. 11131"1" do trill it be built of o rot* nooks ae per r Shall be l i n e d . with 1'tr.bri0*c 3ai d rut swings • /treks but3�1 gigs up. All outside doers and windows shall be Pre fidea with iw11 floor shall Ise ` A grant , , a ` � lino3 of ' oolor and at es . et the Moen $ l windows shall be of an apprerod al tt *oturer, lyeYra 1i at sgtntl. - steel window aba11 be slated with BOA, g3*ss aeldar Bo tti sh skull include op•110o3/10, buttony brnadlos ant ithar n0e•111007 tittt* s to wake somplets• sash s be iustallsd in strict assordsalte with nenu. rit• CIE darretiona. Contrast** sha3.1 furnish ood install ono fail Laith aiz$r oh door where shows es dra in r Osatsastor 'shall tarnish Sat install s " a 4*" • 1/*" Plate glass airier ovo r mettle, as shown n detail drawisir • f litessa • krt0a' wail* Wit #wilineor thtll. bs 1* with 11.6+rt1 ms`s. �1 ► leak • mak t viati ans walla to is *we at eri qt r. *tal l 311tised ►i mete; MO. #itterier falls ° . sit i li a _ t skaWa , #0► d with io*$$. , . . l wa `: t Iuz ss . l by 110 > piu ee *e t oa : tl � s si!. " : P�►tsr �1 be V o J tat .:. e#N►tdanaao . vi 1* toma * ti.as liai to snit elm* a . Belk I eheitt to : :et Ow Qao t 'idled M ii stitifee in $h liametteeltatertai dirsetteaa• tsriot . Walls sae et sir • • s fiesta it 10 • "at iirtitMai, • 411210, sr eve4. o , MA AliOtw `+ i 1 $h Oat z sue4r4 ! wi teat ' a 4 i Moist*. a rt$ed 40 it t x eys4 omen, *it. .h&ni tit ' eat solar as p -Wits Oared Otres ' Mulled to 3b . t . ` ►+e13 war a � t t ee, Mt 0411 Is eon,30 VW tat *41111,01 wimp at* in lam beti d 1a semt 1$J. MAW ',s • Bathroom tlOGfl and waiaseot.* of Bath A shall be of ti of oolor as b*leeted . bar the r, Wainscots be built 4.44" trna t]oor czeopt ,We tab where wainc+atee shall be built to a height of ir.0", 'Tile► •ontrae ah113 fg 'nish 1* . iastell a standard sett Of et* eessOx1e s 1144$41400g4 Dain and aplashbosrd. of *itolpa sink eabinetahall b. of tile of solar as sleeted by the tner. Den floor, dairesa Poreh tloos, front stoop, treads st t rnt .And COPOen porch steps, hearth and 'ledge trod front s ebinne _ bo of , qua�rsy the t . eels:. as s0.3n p by Vie Olney. . R on .seta. shall tnxnish and install approved Venetian t Uinta e all window* ersept garage wi.*daar tnds shall include flush type gu and ether neeessarf ttings 10 ate eonplote. 1 attarior woodwork shall be given two 'oats of lead sad o$1 et oclers se► sele.t. , Uteriaawaeawogki inaladimg doors shall laultmed and *Ma irac fiaa seats at sn apprevs4 inside n of solei► se se tad lit the Owner. Interior plastsr wells sad sai ling, qt kt tehen sad bathroom *ail bo `sin end daps .g1T ► one seat of flat and one gout of oninail of :oelor as selestot. other Wilier plater walls and ceilings shall b. pai*te4 . with eti Pala of oo] ozs as salsetsd by the Owner, Floor shall be fillad and then gives two seats of Mr s soot* laltabio 9 'Mk sue, be iirron two coats . of psta1110 paint itimi to factory seat, *twee walls shill be ven two seats of an a Ov f stueoo► at* eto is shall be of glad tile of eofor as seleerlea,► NA 10 pM Uo supply`. at **rest &Y$tlsbls point and foal/ wh in ae0rdanile with the regulations of the City etiamui or Ypres, Florida. -' Plate 1*170 shower combination with S tands0 t$a and 2" Midget strainer* Plate P420? cello scat iron enameled IsvolorT and doseribed Mxtept with ii" 17 ge►. "p" trap; t. 0.2110 Compton vitreous China twaL.ee *least eaa biaatio* with � Ch roh sent. and saner 11. t. P.40 ' $G s $0 said resisting .nsaarled east Iron pat rim sink fitted with; 3400 af CP Artie spout falsest 347? C.P. Double sink strainer 1*" Q.P. 1? ga, "p" trap, trigs o part *meat iaundap trap supported on metal stendarda fitted with swing spout lancet. Rubbez stopper and ehaia, $psb o. lir hoes nooks and two 1/$" sprinkler heads where stern: ea drswi*gs. shall furnish and install an ap proved solar waiter spots* with 100 gal, t nh and a l,r.l�ght SuX belt* traetpr land saps front of r.sidenee and spell grass 'entire lot. shoRai Owner's Name and Address New Building To be constructed of_ STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No Disapprove BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herd n specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor MIAMI SHORES VILLAGE tuition ) I epairs No. of dories Remodeling Kind of foundation_ eigyering Amount of Permit $___ b ��DD _Plan Cubage 1 Size of Building Lot uilding'Inspector 1 Council Approved NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. L O No Subdivision Chairman Member Member Date 0 ,Z .PoiGC I hereby submit all the plans and specifications for said building. All notices with reference be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insane tion on the site of the work such public notice s, o � work,, b,operformed under this or notices as are required by the Act. The undersigned agrees to employ only suc ntr permit, as are licensed by Miami Shores Village. a` Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- — — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ . of the above described construction, that he ha carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stitt �a>�e� PLANNING BOARD rsea Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE to the building and its 6 ,4 19 E Street and for no other purpose. Member Member Member Date Disapproved Date corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty construction may PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 12/11/96 Job Address 474 N.E. 95 Street TaxFolio Legal Description Historically Designated: Yes No `,`. Owner/Lessee / Tenant Julie Hampton f Owner'sAddress 474 N.E. 95 Street, Miami Shores Contracting Co. Miami —Dade Garage Door Corp. Address 7225 West 3rd Ct. Hialeah Qualifier Orlando De La Pena SS# Phone 870 - - Rl00 State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Install New Up to Code Garage Door Square Ft. Estimated Cost (value) 505.88 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable law regulating construction • i t, zoning. Furthermore, I authorize the above -named contractor to do the work stated. ' \ \ olia. Signs of owner and/or ondo President Date i / , <rim�ilile. . 12/11/96 No ary as to Owner an . Condo 'resident Date My Commission Expires: DZIEDZIG • # CC390717 EXPIRES July 7, 1998 BONDED TNRU1ROY FAININSISANCE. UC. FEES: PERMIT L IO RADON APPROVED: Zoning Building Mechanical Plumbing , WALT ER DZIEDZIC ' —Its ION 8 CC390717 EXPIRES ,. MY COMMISSION t un July 7,1 998 d ` BONDED TNRU TRDY FAIN INSURANCE, INC. C.C.F. I NOTARY TOTAL DUE I li? Master Permit # Phone Electrical 9'17 -1209 7,.6 t Z- it -9(o Date Signature .f Contractor or Owne - Builder 4 Notary as to Contractor or Owner- Builder Date My Conunission Expires: 12 11 6 Engineering METRO DES METROPOLITAN DADE COUNTY, FLORIDA a METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St. Cincinnati, Expires:07 /25/97 OH 45202 Acceptance No.:95- 0821.02 (Revises No.: 95- 0317.01) BUILDING CODE COMPUANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 24 ga. Galvanized Steel Sectional Garage Door 9' wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant. For listing see section 7 of this Notice of Acceptance. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Road iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade - County, Florida under the conditions set forth above. • s anger, Director Building Code Compliance Dept. Approved: 11 /02/95 - Metropolitan Dade County RAM SKIN END STILE CENTER STILE END HINGE CENTER HINGE HORIZONTAL REINFORCEMENT SHAPE FREQUENCY 1 2G. 24G. 18G 20G 14G 14G 20G U 1 /Section CIopav Corporation 2.0 USE: 1.0 DESCRIPTION: ACCEPTANCE No.: 95- 0821.02 r APPROVED NOV 0 2 1995 EXPIRES : JUL 2 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves sectional dooi 9' -0" wide x 6' -6" through 8' -0" high made out of steel, lock forming quality (ASTM A527), a yield strength of 30,000 psi, a galvanized coating of G60 (ASTM A525) and finished with baked on polyester enamel. The door shall be constructed and reinforced as detailed in the approved drawing #101182 pages 1 & 2. This approval includes 4 models which are the same door with the following difference: Model Characteristic 78 91 93 or 83 94 or 84 Flush Panel Smooth Texture Wood Grain Texture Wood Grain Texture & Painted This Door is approved for a maximum design pressure of +46psf & -48 psf and its use is restricted to this pressure. The door passed the impact and cyclic test, therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. • Candido Font, PE Plans Examiner Product Control Division Clopay Corporation 3.0 INSTALLATION: 4.0 CONDITIONS OF USE: 5.0 LIMITATIONS: ACCEPTANCE No.: 95- 0821.02- APPROVED : SOU 0 2 1995 EXPIRES JUL 2 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS The door shall be installed as shown on drawing #101182 pages 1 & 2. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb requires a 1/4" tapcon and 1".0 x 1/16" thick washer @ 12" o/c with a minimum embedment of 1 -1/2 into 3000 psi (minimum) concrete or into 2000 psi grout filled concrete block. Installation of track requires a 5/16 x 1 1/2 lag screw per bracket (5 brackets minimum) with a minimum embedment of 1 3/8 into PT Wood Jamb. Application for Building Permit shall be accompanied by duplicate_ prints of the approved drawing's #101182 pages 1 & 2 bearing the approval stamp, Notice of Acceptance Number and date by the Dade County Product Control Section along with computations prepared by a qualified Florida Professional Engineer or Architect verifying the adequacy of the door at each site. The shopdrawing shall bear the signature of the architect or engineer with the following statement "The supporting structure has been designed for the forces on the approved manufacturer's drawing." Application for Building Permit for replacement doors shall be accompanied by duplicate prints of the approved drawing #101182 pages 1 & 2 bearing the approval stamp, Notice of Acceptance Number and date by the Dade County Product Control Section. Also the building official must be satisfied that the proposed installation meets the use of Section 2 above. This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid -2a- Candido Font, PE Plans Examiner Product Control Division +_-►o +.orporarzon ACCEPTANCE No.: 95-0821.02 0 9 1 9 9 5 , EXPIRES : JUL 2 5 1997' by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 30,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Reports HETI 94 - 47 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Date 4/15/94 Calculations Date Al Farooq Corp. 5/5/94 Drawing Number Clopay B.P.Co. 101182 Drawing Ref. 101182 pages 1 & 2 Signature A. Farooq, P.E. Last Revision 9/95 -2b- APPROVED Signature A. Vigar, P.E. Signature H.W. Westerfield Candido Font, PE Plans Examiner Product Control Division lov ACCEPTANCE NO : . 95- 0821.02 APPROVED EXPIRES : NOV 0 2 199 'JUL 251997 • NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product,or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance;. a) Unsatisfactory performance of this product or process; A b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Pre , Chapter 36 of the South Florida Building Code. Candido Font, P.E. Plans Examiner Product Control Division END OF THIS ACCEPTANCE -3- DOOR HEIGHT "L" BRACKET PLACEMENTS "X1" "X2" "X3" "X4 " 6' -6" 70" 3-1/2" 10" 35" 60" 7' -0" 76" 3-112 10" 38" 6 6" 7' -6" 82" 3 -1 /2" 10" 34" 58" 8' -0" 88" 3-1/2" 10" 34" 58" METRO MODELS 78, 84A, 91, 93, 94 (24 GAUGE) 24 GA. STEEL (MIN. YIELD STRENGTH: 30,000 PSI) ALL EXTERIOR STEEL SKINS ARE COATED WITH G -60 GALVANIZING, BAKED ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. END HINGE SCALE 2" = 1' 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN WITH 1/4" x1-3/4" EMBED TAPCON © 12" 0.C. FOR DOORS UP TO 9' -0" WIDE. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BARS EXTENDING INTO FOOTING AND INTO 11E BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS, 'rt ( 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16"x1 -1/2" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH TWO 1/4"x5/8" BOLTS & NUTS .QR TWO 1/4" RIVETS. ) #14 SHEET METAL SCREWS (4) 1/4" DIA. SELF TAPPING SCREWS JAMB CONFIGURATION SCALE 2" = 1' 14 GA. INTERMEDIATE HINGE SCALE 2" = 1' STOP MOULDING BY DOOR INSTALLER (TO SUIT) 18 GA. MIN. GALV. STEEL END STILE 20 GA. MIN. GALV. STEEL INTER. STILE �-- 2" THICK SHIP LAP JOINTS. 14 GA. GALV. STEEL CENTER HINGE FASTENED TO CENTER STILE W /(4) EACH #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2" STEEL ROLLER. SECTION A -A SCALE ?" = 1' 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5 /8" SHEET METAL SCREWS. ' 14 GA. GALV. STE END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV. STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERMED. STILE LOCATION. 13 GA. GALV. STEEL ATTACHED WITH (2) ALUMINUM EXTRUSION & VINYL WE'ATHERSTR : Clopay Building Products Company EL IP. "L" "X4" " X3" 4 L "X1" BOTTOM BRACKET. #14x5/8" SHEET METAL SCREWS. REV 3 4 5 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4-800 DATE 5/94 6/95 9/95 10/95 TRACK CONFIGURATION SCALE 1/2" = 1' PAGE 2 OF 2 CONSTRUCTION DETAILS 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" DESCRIPTION CHANGES TO PAGE -1 CHANGES TO PAGE 1 CHANGES TO PAGE 1 DELETE REFERENCES TO 16'W DOORS 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16" x1-1/2" WOOD LAG SCREW.. TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK BRACKET. SCALE. PLOT 1 =24 DATES 2/17/94 DRAWN DT. MWW CHECKED BY. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & -48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & -72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE IUn E 19 9 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO95'6gzl.02. CLASSIFICATION AA MANUFACTURED / PURCHASED DESCRWTIDw METRO DOOR MODELS: - 78, 84A, 91, 93, 94 DRAV2HG NWOIER, REVS B . . 101182 6 , INSTALLER MODEL RETAIL MODEL DESCRIPTION 78 78 FLUSH PANELS 91 N/A SMOOTH TEXTURE STEEL 93 83 WOODGRAIN TEXTURE STEEL 94 84A WOODGRAIN TEXTURE STEEL W/ PAINTED STILES DOOR HEIGHT SECTION HEIGHTS 1ST' 2ND 3RD 4TH 5TH 6' -6" 21" 18" 18" 21" N/A 7' -0" 21" 21" 21" 21" N/A 7' -6" 18" 18" 18" 18" 18" 8' -0" 21" 18" 18" 18" 21" METRO MODELS 78, 84A. 91. 93, 94 (24 GAUGE 111 11111=111, LOCATION OF OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4" x2-1/2" ) MAX. DOOR WIDTH = 9' -0" INSIDE EL ATION (SCALE: 1/2" = 1') INTER. STILE OUTSIDE KEYED HANDLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) WIITH -L-LOC (TOP STILES & PER SECTION ATTACH BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) A SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 INTER. STILE OUTSIDE HANDLE SEE END HINGE DETAIL ON PAGE 2 SEE INTERMED. • HINGE DETAIL ON PAGE 2 LOCK POSMON (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING bF DOOR. CONFORMS TO SFBC 3603.2 60 II o: 0 w z 0 U w 0 0 ((1 0 w r END STILES ATTACHED TO DOOR SKIN / WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) IMP m inalpay Building Products Company --,1 L SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONF0I MS TO SFBC 3603.2 k L REV 3 4 5 6 DATE 5/94 6/95 9/95 10/95 DESCRIPTION LOCK NOTE REVISED ADD - LOCK LAYOUTS, LOCK NOTES, AND VENTS ADD MAX. VENT SIZE NOTE CHANGES TO PAGE 2 LOCATION OF OPTIONAL VENTS (MAX. VENT SIZE: 20 -3/4" x2-1/2" ) MAX. DOOR WIDTH = 9' -0" INSIDE ELEVATION (SCALE: 1 /2" = 1') PAGE 1 OF 2 INSIDE ELEVATIONS CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 ® A • No.- A CHECKED BY 0 0 0 0 0 b• THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & -48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & -72.0 PSF. SCALE. PLOT 1 =24 DATE. 2/17/94 DRAWN BY' MWW o - SECTIONS ARE NUMBERED STARTING AT THE BOTTOM NOTE 1• DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS. DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS. NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNEn BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. LOCK POSITION (BOTH SIDES TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH LOCK ON BOTTOM OF THIS PAGE. APPROVED AS COMPLYING MTh THE SOUTH FLORIDA BUILDING CODE DAT E :_.. a 1995 BY f_ PRODUCT OL DIMS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .95 Oa CLASSIFICATION MNAJFACTt D / PURCHASED DESCRIPn°"' METRO DOOR MODELS: 78, 84A, 91, 93, 94 r DRAWING NUMBER. 101182 Introduction ASCE7 -88 CALCULATION METHOD FOR GARAGE DOOR DESIGN LOADS FOR CLOPAY GARAGE DOORS ONLY The charts included with this cover page help calculate the design wind loads as determined using the American Society of Civil Engineers Code ASCE7 -88 for use with garage doors. The charts are divided between single car garage doors (up to 9'W x 8'H) and double car garage doors (up to 16'2 "W x 8'H). Instructions 1. Determine the garage door size as a single car door (up to 9'W x 8'H) or double car door (up to 16'2 "W x 8'H). 2. Measure the "Mean Roof Height" of the building. The mean roof height is measured as the average height of the roof, not the peak of the roof. The eave height may be used for a roof slope of less than 10 °. 3. With the door size and mean roof height known, the appropriate calculation chart can be used. 4. Determine the "Minimum Building Dimension ". For example, a building (or house) with a 80' x 30' floor plan, has a minimum building dimension of 30'. 5. Measure the distance from the corner of the building to the nearest edge of the door opening. The nearer the door opening to a corner, the higher the negative design wind load. The corner wind zone of a building is defined as 10% of the minimum building dimension or 40% of the mean roof height, whichever is smaller, but not less than 3 feet or 4% of the minimum building dimension. 6. The wind load can now be determined. For example a single car garage door is to be installed in a house with a mean roof height of 15' or less and a 80' x 30' floor plan. The door opening is located 2' from a corner. The design wind loads are (using the charts): +39.9 PSF and -43.5 PSF. Fill -In the Following Information Below (Type Only): Homeowner: Julie Hampton Street Address: 474 N.E. 95 Street Miami Shore City: S Fla. tate: Zip: Model No.: 94 Approval No.:95- 0821 -02 Revises # 95- 0307.01 THESE MEASUREMENTS FOR USE ONLY WITH CLOPAY BRAND GARAGE DOOR PRODUCTS Evaluation criteria: ASCE7 -88 Calculations and Measurements Maximum dwelling Mean Roof Height: 15' MRH Maximum garage door width: Single car doors up to 9'0" wide x 8'0" high Measurement (in Feet) Minimum Building Dimension 30 30 35 35 ::::... 35 35 40 40 50 50 50 50 4.5 5D & >C 50::>::x:: s� »z • > ».»s >' >... ; .. Measurement N (in Feet) Distance From Comer of Building to Edge of Opening 1.5 2A 2.5 1.0 2.0 3.0 1.0 +: tiiii:4i:Cii: :4: iii:4iii:L:v:•i:•iiif ii'v: ^ii 2.0 3.0 4.0 & Over asom 1.5 2.5 3.5 Measurement "C" (in Feet) End Zone Dimension 3.0 ................ ............................... 3.0 3.5 3 3.5 3.5 4.0 4.0 4.0 4.0 5.0 5.0 5.0 Measurement "D" (in Feet) Amount of Opening in End Zone 0.5 2.5 1.5 0.5 3.0 2.0 1.0 0.0 3.5 2.5 1.5 0.5 Resultant Minimum Positive Design Load In PSF) 39.9 39.9 39.9 39.9 39.9 39.9 39.9 :................. 39.9 39.9 39.9 39.9 39.9 Resultant Minimum Negative Design Load (in PSF) -44.0 -43.1 •::: ................ -44.8 -43.1 -45.3 -44.4 -43.5 -42.6 '•.3 -45.7 -44.8 -44 -43.1 These calculations are based on American Society of Civil Engineers Code ASCE 7-88 for Components and Cladding (Exposure C), 110 MPH basic wind speed, Hurricane Oceanline Importance Factor of 1.05. The calculations shown here do not apply to open or partially enclosed structures. Calculations are based on an average door size of 8Wx81H. This calculation does not address the the supporting structure. An approximate 8% reduction in design loads Is allowed if roof slope is 10 degrees or less. MEASUREMENT 'A' MINIMUM BUILDING DIMENSION MEASUREMENT 'r DISTANCE FROM CORNER OF BUILDING TO EDGE Of OPENING MEAN ROOF HEIGHT MEASUREMENT 'C END ZONE DOOR OPENIN6. DIMENSION � BE IN EITHER LOCAION. MEASUREMENT '0 AMOUNT OF OPENING IN END ZONE OCT 0 9 19 6 (Type All Numbers) Measurement "A ": 30' + Measurement "B ": 24" N Measurement "C ": 24 Measurement "D ": 4 n Positive Design Load: 39.9 Negativ /' esign Load: -43.5 PECHART.XLS PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date (o ) 1 Job Address 4i t'{ I I C_ s S+ Tax Folio Legal Description Historically Designated: Yes No p Owner/Lessee / Tenant U 1. t I ( 4 rt e 1 o f1 Master Permit # y� (� c� 7 Owner's Address 47 LI t /c q , 54- Phone 305- '737- (a O GI Contracting Co. 0 \ r Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION re e I L o IA Q_a� 1 n / r - e o ( d c wu f ( W ' 1 L.t R rto (L8 ` t c9�n px \ 1 0 {-0(6, � S Square Ft. Estimated Cost (value) aC, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date " Signa Contractor r caner- der Date Ce.-- _ ))'2,Ovir-r--ei f , Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: / --- 7 --1.7 Ir .� nn {��^ ^ , ` v ' `/1 ` 11 '-',, ' 1 ' , ;:, r ,:..''..: • - :'.::E71:1;0 i FEES: PERMIT � 1— RADON C.C.F. /•'' ° NOTARY , 6-- BOND TOTAL DUE 14 -1D D APPROVED: Zoning Building Mechanical Plumbing Engineering Electrical CERTIFICATE OF RE-OCCUPANCY On behalf of Miarzi Shores Village, Florida, the undersizned certifies that the pro e described in the above application has been inspected for purposes o p m` Sections 901 and 902 of the Miami Shores Land Development p o and Zoning Code.at�Panaz that such to property may be re- occupied by the above applicant for e -f amiIy resi purrpno p that such purposes. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA By: Date of Certification: / Z7_, THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY hIIAMt SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH DWELLING IS USED AND H USED FOR A ONE - FAMILY DWELLING PURPOSE TO BE HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE REPRESENTATION OR WARRANTY AS ANY TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERIMNE THE CONDITION, THEREOF. to re- occupy the single family residence known as : (address) uE . Legal Description: Lot: Applicant Print Name Contact Narne: Buyer Inspected by: Comments: APPLICATION FOR CERTIFICATE OF RE OCCUPANCY Seller Application Fee (SS0) paid: Cash BIock Realtor I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein is I also understand thatdential use any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that th e referenced property is being used for single - family purposes and that such Certificate does not constitute any repr- tation, warranty or certification as to the condition of the dwelling or other structures on suc pro erty. * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ******"******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required b y Section 902 Development and Zoning Code, please contact: of the Mani Shores Land Approved Telephone: �J - 77 3 - 7� Company Name Check No. PAGE 1 OF 2 Miami Shores, Florida. PB & PG: hereby apply for a certificat Date �c( o ) Denied n ��► <<� 7S 7 Date a t 4