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1292 NE 94 St (8)Type Insp'n Permit No. Name Address Company Phone # For Inspector: 9 _ O 7 Name & to Approved Y Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Re- Insp'n Fee (� Time ■ 1 • ■ (.-) BUILDING ELECTRICAL - - PLUMBING ROOFING (-1 MECH Owner of ( ) ( C\ Building / g6VT 0 PERMIT LI rn • Legal Lot Description Address of Building P r • ::Y1111 00 :q.10000E 901 L ' Architect Contractor / or Builder - I- lc- C /1 I BI- • / ." • ( 50499 CONTRACTOR or BUILDER RV 305-795-2204 Work to be performed under this MIAMI SHORES VILLAGE, FLORIDA PERMIT CARD MUST BE AVAILABLE FOR ALL INSPECTIONS Permit V Pi •)4t410SNOL1VN • • 7 - • ,,:.„ I Subdi- :DE '1" z• 1 2/ Baritinco •W Opalu7.1 in illnilurili ourilt Date / ) Sq. Ft.: Value of Project $ Contractor's License No. • , Permit: CCF: / / 20 Notary: ; Bond: Radon: Amount of Permit: This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown ,on'Afte plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees-? / Signed. (INSPECTOR) BY In consideration of`the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation. pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. V. MIAMI SHORES VILLAGE 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 herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._.__.._ i — 3 _..._ _ ...._._._...» .... ,19., . Owner's Name and Address 24.(//22.0-6/.0 i vui6�c .... No.�r�.. e ...._. Street 4' ... S/ Registered Architect and /or Engineer , t ,,,,. .„,,, ,,,, ,,,,,,,,,,, „,..•,,,,,,,,e „.., Name and address of licensed contactor 4)44” tJ E •••• _ Location and legal description of lot to be built on: Lot Block Subdivision / / �Z�11. Street and Number where work is to be done l .� _ ._..._.... __ State work to lone and purpose gf building (by floors e/V Ck /C/` lc- l', d P/4- • and for no other purpose. New Building Remodeling Addition Repairs No. of Stories _ To be constructed of ')... C(CL .... Kind of foundation Roof Covering....&?. e Estimated Total cost of improvements $ Cl • Amount of Permit $. • 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 its construction may 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 Supppleuient, and has complied with the provisions thereof, and will require similar compliance frcm 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks..._ (Signed )_..� _° .....�_'E Z % U Chairman Member Member ...... _ BUILDING INSPECTION DEPARTMENT. Member Member Member PLANNING, OARD DATE STATE OF FLORIDA, COUNTY OF DADE. ss 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 has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him st ted are e. T_ 7 Permit No.. _� �` � ` �� / Date / Re d, Swcrn to and Subscribed before me. Disapproved _ i ate.._...._ C • ,\ 2 �� / Notary Public, State of Florida ( Signed) e=4...� -- ........ - �, y 7' 1 Building • ector My Comreission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. A '' A ,ss . , 1 J .• • Cil 1 .. i - -.. . • t.1 ..:V• ' . ./.." .. • .1 ,'!! 'i. .2.. ' ,...... 7...I •••■•• ..:. .. r.. . 1 -.... ' 4.1 • . 1 '' 1 : : ,•", - -,.., -- 7-7.' . -...i ::', ',..""•.:- ...4 '....-i 7 .7.1. . • ....4 . *. -.■ . 1 , .-1 • -=-. .1; :r Isi ft1.7„ - F, s."... • --,-,. '..-• ..- 3 • :, - 5 . 4! •••r• --ne , .--.1:ci4 , .3 ..*-.. ... i :;.,.• . + • . - ' ..2 • •-•'.., - ." ' :•.. • • ' : : I • AS S i ..•,1 . :4:::_ . • .,,,z,_, •• • • •%-••• • -• ' - '.1 l t:„ !•!. • .-"' •4 ,..•....'f',.,',. , .! :i.....:T.,„. • • '"' , P' , , • 7 , ...,1 .,,; c...•/;41.,..- '..-../.,- • .! 7 !'.• . r.,- : 4?- 7 4,..5 4 4 4 - 4:53 . 4•/-;`;' ) .. c ...":1;:r 7-.: "" —. :- • .--, -.1...:./,,,.. . _•J_, ..: :•:, '.. 7,...: ' -,,!,-,-..• •• . . 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N'' '....• .) i !, • ...O.,. • !,. , ..,. i ..12. ..'. • . . +.' .. .■ f , , 1 . 1.. , , . ' ,,.4 • •rt■ a., V- ' ..T z . -r , ;. , i..•... ,.:_;....,:,,,, • jt , :l t) . - ' . '7'..... . - . '.... . ''. q *' . : ,..- t ; •:: ..!..'.... ..: ..• I,,,,,,-;:11-4::.;1,1,.,,iqki,41;;‘,. (1,iAi7,t.ilMq1 ' 2 ' 5 L21174a4Iti.i:[C■.Sii.V.a...::2•.il,',..,V.Z....,!alt:=A:ilb...■?9,.44i.C*.•-&.•`b.,...;,4;.,„;;;;.... . ,,. ...A0 4Mete. .42/02.31e4,144W61 -7.,,.„ (17,4.7a .. ,7,7 . ,,.:y .. „f5 . 4,- ,..,. r ''' ' Itl:. ... ..' z .::1 ..-... . '• .... r PERMIT IN? 13228 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description. Address Of Building Lot 11 ❑ Work to be perforried under this Permit MIAMI SHORES VILLAGE, FLORIDA BL This permit is granted to the contractor or builder named above to construct the building or to i 1! ' ipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municip• uthorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether r.hown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. , ' ,.....�s•P Signed • ` 1 `�- . -^r". •#,, --.,. BY r : INSPECTOR -`"' — _ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations `>•r o and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. permit 1 auutle responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDEI; Subdi- vision BY DATE Value of - • 1 Amt. of Project $ � ,` � Permit Contractor's License No $ J / AUTHORITY 1953 i • Un`ero 1292 X.:. GENERAL CONTRACTOR :earl fl. G1aussen BUILDING PERMIT NO. OWNER'S NAME JOB LOCATION (ST. OR AVE.) ZONE _'�EOUIREMENTS NEW CONSTRUCTION REPAIRS ADDITION SUEMITT'iD TO PLANNING BOARD 13228 PF- SUBMITTED TO PLANNING BOARD C, TO VILLAGE COUNCIL 25, 000 �p.to dl IJ IS $ ]� r .,3_52 DATE � CU. FT. APPROVLD REJECTED LOT 1 5 PLAN CUBE PRESENT ADDRESS ADDRESS PERMIT FEES 22.00 28,11. BLOCK REFERRED TO COUNCIL CU. FT. REMARKS LICENSE NO. LL By View PHONE NO. CERTIFICATE OF OCCUPANCY NO. /(/ i ISSUED ' ./ - BY � ' TO ' BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE" SUBDIVISION PHONE NO. LICENSE NO. To `Jyic.&UILDER'S BOND 1a �t tI NO. lc ' DATE EST. COST 5 DRAWINGS. SPL'CIFICATIONS, RESTRICTIONS AND CUB. CHECKED BY: TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION terrazzo and hardwood floors, DESCR IPTIOf�,�r'Sl.f3_" walls and ce111n�s 2 harm.. -2 ; .•th- study -3.i !-ri� an_d_d nz 7orQb-? yinz oon,- patio -2cer zarg DESCRIPTION REASONS 18,000 DATE INSPECTIS DATE BY RE- INSPECT BY RE-INSPECT BY FOUNDATION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE / ,3a �v BEAMS & LINTELS � *,_A 1 0� p.:, p.:, , I?, - cel . 6' yam 2___$ ,Ji as/ SEWER FRAMING r - S '- �-t y,o -LL, SOLAR HEATER $ GAS $ FINAL IO /-- S'.- DATE BY RE- INSPECT BY RE- INSPECT CLEAN -UP ac, h fees. `.-,o , �\ CVL -' ' CONTRACTOR L9k- --. PHONE PERMIT NO. ,�a. (.� DATE (.1) - 2.-/ FEE $ NEW BLDG. ALTERATION r ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE / ,3a �v 7 T (! 36'.. .-' $ SEPTIC TANK I?, - cel . 6' yam 2___$ ,Ji as/ SEWER $ SOLAR HEATER $ GAS $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING n ,� / - 4- S't' fees. `.-,o , �\ CVL -' ' GAS 7_/7;5 alit? SEWER SEPTIC TANK SOLAR HEATER FIXTURES i4- -S k - CONTRACTOR 1 L i ‘ ......LP..0 , PHONE PERMIT NO. 1 .S O� DATE - A ° � FEE $ �� 3 NEW BLDG. ALTERATION ADDITION REPAIRS // SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE / ,3a �v 7 T (! 36'.. .-' $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE C■ I S S -- !, `.-,o , �\ CVL -' ' ROUGHING 7_/7;5 alit? H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL / b- a - .- " 1, UILDING INSPECTIONS PLUMBING PERMITS at INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DA TE�d' /J 'S L" , �r B YC J N9 16:12 CERTIFICATE OF OCCUPANCY Miami Shores Village, Fla , Owner, Agent or Tenant of Building > ,A N 4 Lot Block Subdivision �' A Street Address Approved use by occupancy Remarks. This Certificate of Occupancy is issued to the above named 0' for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Crdinances Nos. 92, 93, 94 and 97, known a s the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. MIAMI SHORES VL LAGE, FLORIDA BUILDING DIVISION • d' ) C g , BUILDING DIVISION APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY l / G((5 /9 / to re- occupy the single family residence known as : (address) �p7 C gam. ' f/ , Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant j-/w-d/ /-' a( * * * * * * * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Print Name Contact Name: Comments: , hereby apply for a certificate Date 3/k)// For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: 91w0-42- 1747 .sk<ze PAGE 1 OF 2 Telephon Buyer Seller Realtor Company Name Application Fee ($50) paid: Cash Check No. 305) ga3 -WI Inspecte . �� Ap roved ✓ Denied Date 3/ Z ( CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Develop ment` and Zoning Code.and that such property may be re- occupied by the above applicant for single - family, residential purposes. PAGE 2 OF 2 MIAMI SHORES LAGE, FLORIDA Date of Certification: - ciz6Z-7 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI 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 ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS 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 DETERMINE THE CONDITION, THEREOF. Miami Shores Village 10050 NE 2nd Avenue PI+w.ne1. 305-795-92n4 Printed: 1 /8/2003 Applicant: ERNESZO 1c)a-A.--trk/a 6ONZALEZ1 TRNIESTO (- ) z ) etui n n , Owner: JOB ADDRESS: 1292 NE 94 ST Contractor Local Phone: Parcel # 1132050100130 Fees: FEE'213o t®2 FEE2003 -103 FEE2003 -104 FEE2003 -105 Description Amount and $360.06. CCF $0.60 Building Permit Application Fee $60.00 Notary Fee $5.00 Total Fees: $465.60 ct- Total Fees: 065.60 QA, Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/6/2003 Work: ASPHALT OVERLAY If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection [ ^ fee is $50.00, which must be paid in advance before calling for another inspection. Harold C. Marshall 305- 759 -5201 f 1 1292 NE 94th Street Miami Shores, FL 33138 C • 4 ;? /` l'a- �1 �1� , I $ QS, 6° f e of (B SI Bank of America 5 PO Box 25118 t� Tampa. FC 32627 =5118 PirMrt i :06 300004 71: 00 L464503658»• 0 23 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 15 LOT SIZE 75.000 X 129 OR 19581 -0946 .., 11 the equipment or device described in the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to 23' ; is not done in compliance with such ordinances or if the plans are changed without be) / ! factor or builder named above assumes the responsibility for a thorough knowledge of the 20 Q wings or in the statements or specifications and that he assumes responsibility for work done q ° = U da/ r 8 Building Permit Permit Number: BP2003 -19 Contractor's Address: Construction Value: $800.00 Da. on Cool BY: Page 1 of 1 in compliance with all ordinances and regulations pertaining thereto and in strict conformity ores Village. In accepting this permit I assume responisibility for all work done by either G � hr I� BY: WISED: YT VALID UNLESS EMBOSSED w'TH SURVEYOR'S SEAL 0 ,00 • o. v • SURVEY .. • . .•. • • • • • • • • • • • • • �`/✓� y`` 1 • • • • • ••• •• ••• • • • •• • 440. /O LJ WE ARE NOT RESPONSIBLE FOR SET BACK VIOLATIONS. 'ABBREVIATIONS: SWK =SICE+VALK CBS= CONCRETE 3LOCK STRUCTURE. CLF =CHAIN LINK FENCE. PL= PROPERTY UNE. DUE= DRAINAGE UTIUTY EASEMENT. IP =IRCN PIPE. F= FOUND. NC =AIR CONDITIONER PAD. P /C= PROPERTY CORNER D/H= DRILLED HOLE. W/F= WOODEN FENCE. RES= RESCENCE. CL =CLEAR RB =KEBAB UE =URUTY EASEMENT. CONC =CONCRETE SLAB. R/W =RIGHT OF WAY. DE= DRAJNAGE EASEMENT C/t= CENTER UNE. O =DIAMETER TYP =TYRCAL M= MEASURED. R =RECORDED. ENCR = ENCROACHMENT. COMP =COMPUTER ASP.-=.•SPAL' N/D =NAIL & DISC. S =SET. FFE =FINISH FLOOR ELEVATION. O/$= OFFSET PIP =POWER POLE. OHP= OVE■HEAD POwERLNE. WM./VA=? METEi? W000 FENCE= • ♦ w - E : e'3 i�'.s t :se; MASONRY WALL= ------ - - ---- CONCRETE= S:• ,: : • •. . MAINTENANCE S. MENAGE EASDTIENr E. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. :• Locator In 1) Record and measured calls are in substantial agreement. 2) Bearings., if shown are based on Fiat data. 3) The shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and 'he s any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvEi erls w! located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fen, :e. Ties to the face of the Wall. 8 13FA.R1Nt; lo'FTEN - SHOW - A _ RE REFERED TO AN ASSU ED VALUE SAID B F ?G CsM g Elev. The lands he same, if :ts were not .:e. 7) Wall CERTIFIED TO: HAROLD C. MARSHALL AND ERNESTO M. GONZALEZ, 1292 N.E. 94TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., CHASE MANHATTAN MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOT 15 BLOCK OF MIAMI SHORES BEACH VIEW SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 AT PAGE 16 OF THE PUBLIC RECORDS OF , MIAMI —DADE ICOUNTY. FLORIDA. 1 HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments. overlaps. easements appearing on the plat or visible easements other Than as shown hereon • • • • J •• • • • �. • • • • • • ••• • ADIS N'. NUNEZ Reg:s:erecrLand Surveyor No. 5924 State o: Florida L O C A T I O N S K E T C H :• •: ••:• ••• .$ C A•= E : N T S • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • •• A • • • • ••• • • • • • 1i`li • • • • • • • • • • • • • • • ••• •• • • •• • • • • .2 •.f B' S41 -43.049z4c SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land.Survevors • Planners LB // 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 (305) 865 -1200 FLOOD ZONE: ' A E PANEL : 609. DATE: SCALE: 3_. z9 — Ol• 1 20' Fax: (305)865 -7810 SUFFIX: :J DATEi 7 -17 -95 BASE:? C YNTNTTV T Tm - RFP • 1 2 BY: JOB No. F.'fArtco 01- 5 z3 ....J aLu- iJ (! L jr r <0 R1D? • • STATE OF FLORIDA) . COUNTY OF DADE) The undersisrted Afn attached surrey, performed by Wtness(sign and print) i J LCQfli - _.)hho je j • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • • • • • • • • • • • • • • • SWORN TO AND SUBSCRIBED before me this • clay of Aff ant is personally lmown to me, produced Rotary locations of all structures on the property as of this date. Witness(sign and print) •• • ■ • • • • •• • ••••• -.• • doesi attest that the • (ProF-'r k •nerl. m •---...` - (name of surveyor's company) perform is ed o•: ( ; • an accurate representation of the existing conditions and • '• • " • date ot sarvey) The purpose of this Affidavit is to induce Miarni Shores Village to issue a building permit for the as identification. property without first providing a survey less than six (6) months old. The Afnant, as property owner, further agrees to remove or obtain ermits for any structures which now rna • exist on'the property which are not P y struct } P P permitted or which may violate zoning or building code regulations. The Af'nant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Af iant sayeth naught. Tax Folio #: requests pegrnission to install: within the public road right of way • .. • • • • •• • • • •• ••• •• COVEIVAIit'.O3 C■NS C7'ION WITHIN RIGHT OF WAY - - • • WHEREAS, / �v(�" U . S v'°' L •hereinafter referred to as the Owner of the owner following described property: Legal description /folio #: Lot Block Subdivision E1 sphalt, concrete, brick pavers [ ] Landscaping [ ] Other :. • • • •••• •. •• •• • Vilta • i ores ••• • • • 10050 N.E. SECOND AVE. .. • MIAMISHORES. FLORIDA 33138 -2382 • •' • : :Telephone: (305) 795 - 2207 .' '.Pax: (3051.756 -8972 H /'r '- �-,�..l SIGNED. SEALED AND DELIVERED in the presence of: (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: I. To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village cr Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this day of (owner) ELECTRICAL TYPE QTY. TYPE (/F.'. I'VFI. QTY. TYI'I? Q V. Minimum Fee Drains, Roof Dryer • • • • • • • • , pert, Appliance Soakage Pit Service Repair Bath Tub A/C Central 1 -3 Ton Drinking Fountain Fan Miscellaneous Repairs Outlet, Wall Solar Water Heater Service, Temporary Bidet A/C Central 4 -7 Ton Filter Replace Fire Pump Pool Piping Outlet, Switch Sprinkler Repair Signs Cap - Fixture A/C Central 8 -15 Ton Fountain Fixture - Fluorescent Pump and Abandon Oven Sprinkler System Space Heater (kw) Cap - Water A/C Central 16-20 Ton Gas - Appliance Fixture Light Pump, Domestic Parking Lot Lights Supply, AC 'Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Gas - Natural Flood Lights Pump, Fire Stand Plugmold/St °ip Temporary Toilet Subfeeds, No„ of Amps Catch Basin A/C Window Gas - Propane FPL - Load Central Pump, Re- circulate Posts Temporary 'Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Gas Piping Garbage Disposal Pump, Replace - Pool Range/Rang. Top Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Utility - Sewer Switchboards Discharge Well Clear Violations Ice Maker Heat Recovery Pump, Sun-.p Refrigerator, Comm. (p/PH) Utility - Water Temp Serv., Construction Dishwasher Compactor Indirect Wastes Low -volt, Burglar Relay Repair Refrigerator, Domestic Vacuum Puinp Temp for Test - 30 days Disposal Deep Freezer Interceptor Low -volt, Fire Roof Inlet Renew - Temp Service Water Closet Domestic Well Demolition Laundry Tray Low -volt, Intercom/Teleph. Septic Con:iection Repair Circuits Water Heater Drainfield, 4" Tile/Res. Dishwasher Lavatory Low -volt, Television Septic Tank Service, Number of Amps Water Heater New Drains, Area MECHANICAL TY QTY. TYPE QTY. TYPE QTY. •I'YPE QTY. Minimum Fee QTY. Condensate Drain A/C Condensate Generator Drains, Roof Refrigeration, Tons Miscellaneous Fixture A/C Central, Tons Soakage Pit Cooling Tower Bath Tub Heating Strips, each Drinking Fountain Vent Hood, Cost Miscellaneous Repairs A/C Wall/Win. Tons Solar Water Heater Dryer Vents, Number of Bidet Paint Booth Filter Replace Ventilation, Cost Pool Piping Air Handler, Tons Sprinkler Repair Ductwork, Cost of Cap - Fixture Piping, Flammable Liquid Fountain Periodic Inspections Pump and Abandon Barbecue Sprinkler System Fire Sprinkler System Cap - Water Process/Pressure Piping Gas - Appliance Pump, Domestic Bath Fan - Vented, # Supply, AC 'Well Fireplaces, Number of Cap - Sewer Pressure Vessel Gas - Natural Pump, Fire Stand PLUMBING TYPE QTY. TYPE QTY. TYPE QTY. TYPE. QTY. A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC 'Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary 'Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sun-.p Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Puinp Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Con:iection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • •• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ••• • • •• • • • PERMIT APPLICATION INSTRUCTIONS: Please indicate the tx�s of work being peiromgd and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY 64 3 . � Zoning �'�� Z� N. Electrical ; Mechanical Plumbing Fire Public Works Structural Building Official _ Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary • • • • • ••• • • • • • • ❑ IMPACT FEE (New Construction) ••• • CHECKLIST • ❑ PROOF OF OWNERSHIP (Attach) •• ••• •• • • ❑ HRS / DEISM APP11O : (Septic / Setiverl • • • • • ❑ OTHER (Specify & Attach) $ • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) • •• PERMIT APPLICATION • ❑ CONDO ASSOCIATION APPROVAL (Attach) • • •• ; • ; L t BPR APPROVAL (Restaurants) • • •• ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $3 . b (J ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVEI5 YbU PE- MIT At O PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN ACLU AN! 4E ANIY%Af IT free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM•DIRTtND ):PERKS! 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY•E OR+✓EHIELLS, 4 AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • • ••• • • • • • • • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required`from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLO DA, COUNTY OF i IAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE int Name — b and subscribed before me this ignature of • t! e/ Signature of Contractor / Qualifier SEAL: Personally known State of on Angela M Becker tea; My Commission 00150048 0,0 Expires November 15, 2006 OR, Produced Identification ••• • • • o•• ■ • • • • • ••• • • • • • • • • • • • • • • • • • • o • • • • ••• • ••• • PERMIT APPLICATION Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: 1, �cP Perso known OR, Produced Identification Type of Identification Produced: �FL. 1 v 6 yr 3 u " 3 pe of Produced: PROPERTY OWNER ./� �' / Name lj, 0! it /l/ S ol/ \ Address 0-%)- ile_. 9Y --c/ Home Telephone ^'7 Gl 5 a(// Business Telephone 76- 6 9 0 l Fax 1_ zi4 � /f A / ")(L/ TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ... • • • • • • • ••• • • • • • • • • •... •. • • • • • • .•. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: •• • • • •• ••• •• Complete the attached permit applicayon \nip Mutt bF s ned by tome property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate rcl a sin: of yoursapplicati:n. If roofing work will be done, a roofing application must be submit- ted along with this permit applications • • • • • • • • • • Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION /Ma 4P, /- S7 Address Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax • • • • • •• • • ••• • • Master Permit No. • PERMIT APPLICATION 1 P : SubSirdiary Permit No. •• •••• • • • 4001 5d (r_i ,#Z s /3B escription of Work City State Zip q /a2_ Zoning Square Feet alue of Work Linear Feet Units Floors 5? 0 () Bldg Value x Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name ?E:RMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 3:1138.305- 795 -2204 // Date - / - 0 L Job Address pi / P J S Tax Folio Legal Description Historically Designated: Yes No Owner /Lessee/Tenet Master Permit # T oi / °/exo? Owner's Address / ? `/ oZ /7 3 '7 e / Contracting Co. Qualifier / 4 P(( (r' s State # Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER l NSPECTION. Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION: / p d JLet /1; -I\—(. – ( (4 Square Ft. Notary as to Owner and/or Condo President S Phone Address c 4 G 1 /e) Sf /1,e SS# Competency # Ins. Co. Estimated Cost (value) s) f - 7 s PLUMBING MECHANICAL ROOFING /1:4 //5 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated abovc, 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 all disciplines. OWNERS 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 Jo the work stated. My Commission Expires My Commission Expires Signature of owner and/or Condo President Date Signature of Contractor or Owner Builder Date Date Notary as to Contractor or Owner Builder Date FEES: PERMIT RADON C.C.F NOTARY APPROVED: Zoning Building • — c Electrical BOND TOTAL DUE Mechanical Plumbing Structural Engineer PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY Date , -� Job Legal Description - Owner 52 rdlc6. Owner's Address 7c /) 'Z Ji E 9 51 Contracting Co.4 €0qk " Address Qualifier 2y.L-0t0 Pes o s SS# State# Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type: - ROOFING BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING Application is hereby made for a permit to do work & installation as indicated. I understand that separate permits are required for Electrical, Plumbing, Signs, Pools, Roofing, & Mechanical work. WORK DESCRIPTION PE t3T N E Square Ft. /28 J�� WARNING TO OWNER: YOU 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 THE NOTICE. A BACKFLOW PREVENTION DEVICE PERMIT AND CERTIFICATION TEST MAY BE REQUIRED IN ACCORDANCE WITH ORDINANCE #825. CALL THE PUBLIC WORKS DEPT. AT 787 -1001 OR VISIT THEIR OFFICE AT 1815 N.E. 150 ST. MIER'S AFFIDAVIT: I certify that all the foregoing Information Is accurate, and that applicable Ian reguiatIng construction and zoning. Furthermore, I authorize the Va4vA Signature of Property Owner ADMINISTERED OATH CJ SWS• TO & SUBSCRIBED DAY OF hijkj a of')N' * (Print, Type, or Stamp Personally Known ❑ or Type of I.D. produced Zoning Mechanical FEE Address X Tax Folio A. /f14,e'SX A /V Tenant or Condo Pres. BEFORE ME� , 1 eir /Cohdo President Commissione• Name) Produced I.D y�o Building Plumbing Estimated Cost :Sign ture •f Contr Master Permit # Day -Time Phone Lad �' I n (clef& %'QM- kIW 10 51 4W0 ?Li 50:v FENCE SIGN I be done In cowl lance with all ractor to do the work stated. ADMINISTERED OATH ❑ SWORN TO & SUBSCRIBED BEFORE ME THIS DAY OF AEI Signature of N•TARY to , ct ERASMO WE iVotarV Pu blic, State of 4� . 20 2 er . Oct. 2 !. My Comm 078,Ig,�a (Print, Type, orC Name) Personally Known ❑ or Produced I.D. ❑ Type of I.D. produced Electrical Engineering MIA MMADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NOA) of: Section Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify., or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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. ACCEPTANCE NO.: 01- 0620.10 EXPIRES: 08/14/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by. the BCCO and approved by the Building ' Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sct forth above. APPROVED: 08 /09/2001 1110450001 \pc2000 \1templateslnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodconlinc.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAUER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCE\IENI' DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375.2902. FAX (305) 372-6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //w•ww.buildingcodconlinc.com DAB Door Company, Inc. ACCEPTANCE NO: 01- 0620.10 APPROVED: AUG 0 9 2001 EXPIRES: 08/14/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.09 which was issued on 10/22/98. It approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -05, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation, dated 02/23/98 with latest revision on 08/24/98, Sheet 1 to 3 of 3. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 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 by the manufacturer. Every 3 months, 4 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 yield strength of 37,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING . 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, statc and the following statement: "Miami -Dade County Product Control Approved 6. . BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in section 2. . 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. -2- andido Font, PE, Sr. Product Control Examiner Product Control Division DAIS Door Company, Inc. ACCEPTANCE NO.: 01- 0620.10 APPROVED: AUG 0 9 2001 EXPIRES: 08/14/2006 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: "Miami -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 bc 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. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Noticc of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Noticc of Acceptance is displayed, then it shall be done in its entircty. 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF TI IIS ACCEPTANCE -3- 000R WIDTHS CONSISTS OF 1 OF CENTER STILES 9' -1 TO 1t' -10" 2 12' -0" TO 13 3 14' -0 TO 15 4 15' -11" 10 16' -10" 5 000R HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18 2 SECTIONS 21 66' -9" 1 SECTION 16" 3 SECTIONS 21" CENTER STILES 4 SECTIONS 2 SEE SCH. 'A' 7' - A - 16 -0" MAX. DOOR HEIGH1 5 SECTIONS 18 - 7' -9 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' - 6" 1 SECTION 18 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS t8" - 9' -3 5 SECTIONS 18" 1 SECTION 21' 9' - 6" 4 SECTIONS 18" 2 SECTIONS 21' 9' -9" 3 SECTIONS 18' 3 SECTIONS 21" 10' 2 SECTIONS 1Er 4 SECTIONS 21" 10 -3 1 SECTION 18" 5 SECTIONS 21" 10' - 6" 6 SECTIONS 21" r 11 6 SECTIONS 18 1 SECTION 21" 11' 5 SECTIONS 18" Illr 11' - 4 SECTIONS 18" 3 SECTIONS 21" 11' -6' 3 SECTIONS 18 4 SECTIONS V I t' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - W 6 SECTIONS 18 2 SECTIONS 21' 12' -9" 5 SECTIONS 18" I iIA1 4 SECTIONS 18" 1J1 W 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 16" 7 SECTIONS 21- 1 4' 8 SECTIONS 21" - 14' -3" II IliiI !� 111111� - 3 SECTIONS 21' i4' -6 MIN 4 sECTIONS 21 14' -9" 4 SECTIONS 18' 5 SECTIONS 21 15' 3 SECTIONS 18' 6 SECTIONS 21" 15' -3" 1III 7 SECTIONS 21" 11 1111 8 SECTIONS 21- 15'-9" 9 SECTIONS 21- lii�i1 18' 1111111 4 SECTIONS 21 �11111=�I� rIIp- III�III11 W � � 1 1 I III Illl � �� III I ` rig l re . .,Rt a f v i 111 1 / \/ \ r. ,.t7. \ \ / \ / \ / ' � 1 .=,* 1 1 • OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. MAX. DOOR WIDTH 000R HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18 2 SECTIONS 21 66' -9" 1 SECTION 16" 3 SECTIONS 21" 7' 4 SECTIONS 2 - 7' - - - 7' -6" 5 SECTIONS 18 - 7' -9 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' - 6" 1 SECTION 18 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS t8" - 9' -3 5 SECTIONS 18" 1 SECTION 21' 9' - 6" 4 SECTIONS 18" 2 SECTIONS 21' 9' -9" 3 SECTIONS 18' 3 SECTIONS 21" 10' 2 SECTIONS 1Er 4 SECTIONS 21" 10 -3 1 SECTION 18" 5 SECTIONS 21" 10' - 6" 6 SECTIONS 21" - 10'-9 6 SECTIONS 18 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' - 4 SECTIONS 18" 3 SECTIONS 21" 11' -6' 3 SECTIONS 18 4 SECTIONS V I t' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12' -6" 6 SECTIONS 18 2 SECTIONS 21' 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13 -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 16" 7 SECTIONS 21- 1 4' 8 SECTIONS 21" - 14' -3" 6 SECTIONS 18" 3 SECTIONS 21' i4' -6 5 SECTIONS iti 4 sECTIONS 21 14' -9" 4 SECTIONS 18' 5 SECTIONS 21 15' 3 SECTIONS 18' 6 SECTIONS 21" 15' -3" 2 SECTIONS 18' 7 SECTIONS 21" 15 -6" 1 SECTION 18" 8 SECTIONS 21- 15'-9" 9 SECTIONS 21- - 18' C SECTIONS 18" 4 SECTIONS 21 SCHEDULE 'A' 18 GA. GALV. STEEL CENTER HINGE w/ (4) # 14 x 1/2" SMS 7 X 7 CALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE w/ MIN. 5 10 1 SAFETY FACTOR 14 GA. CALV. STEEL ENO ROLLER HINGE w/ (6) # 14 x 1/2" SMS LOCK 2/ DOOR SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED w/ (4) $ 14 X 5/8" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE 12 GA. STEEL CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN LOCK BAR GUIDES INSTALLED ON END STILE .181 X LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 16' -2 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS ' ER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO v BASC MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16 -0" HIGH DESIGN PRESSURE RATING _ + 48.0 PSF - 52.0 PSF THIS DRAWING IS PROPERTY OF DAB 000RS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Engr: OR. HUI.IAYOUN FAR010 s1RuctuRES FLA. PE • 16557 G PATENT PENDING APPROVED AS COMPLYING WITH THE SOUTH BL':LDI.NG CODE DA.T b+� °tI 14 C� BUILD:NG CODE COMPLANCE OFFICE L&J X (/-I ' N W O Z W 11 O r` J Q Q N co co N Cr 0 .. s 3- W (n l.► 0 j Z z t"") Q J N 1- ) 0 0 W U Q 1- z W z 0 U 'J) ) C O N .> a 0 0 ED 0 t0 T W 0 EC 0 t0 0 M la1 M Q • 0 I- v1 Z z W 0 cn cc O O 0 m 0 oo 01 z to CN J S C 0 u tv .0 4! 0 'C7 0 s 9 0 0 4 4' 0 0 0 ( drawing no. 98 -05 (sheet 1 of 3 Re. PRODUCT DESIGN (305) 262-6978 OPI. INSULATION ADDED GENERAL REVISION • 16 GA. x 2- 1/4" x 2" GAIN. STEEL U.BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES w/ Two # 14 X 5/8" S.M.S. AND 10 END STILE w/ FOUR N 14 X 5/5" S.M.S. (2) 16 GA. X 2 -1 /4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS ® BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE 5/8" W/ FOUR 9 14 X 5/8 S.M.S. 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAC SCREW SOUTHERN PINE 0.55 S.G. .090 STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 14 CA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT BOTTOM SEAL .058 ALUM PLATE WITH (2) 1/8" X 1" S.M.S. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY 000R INSTALLER - • 4 2ND SECTION REINFORCING y 14 X 5/8" SMS E PER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 16 GA. X 2 -1 /4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO N 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR y 14 X 5/8" S.M.S. 1/2" x 1 -3/4" X 1/16" VERT. ALUM TUBE GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS @ 12" 0.C. 18 GA. GALV. STEEL CENTER HINGE 1 -7/8" X 2 -5/8" X CENTER STILE INTERMEDIATE SECTIONS REINFORCING 18 GA. STEEL # 14 X 5/8" S.M.S. 2/ HINGE SECTION B —B 16 DA.X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES w/ Two ,y 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 5/8" S.M.S. ROLLER HINGE r POP RIVETS I 1 _ 3/4" X 2 -1/2" X 13 GA. STEEL END STILE 4 TOP SECTION REINFORCING • 16 GA.X 2 - 1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO // 14 X 5/8" S.M.S. AND TO END STILE w/ FOUR # 14 X 5/8 S.M.S. 24 GA. STEEL PANEL FLAPS BENT OVER PANEL - 1/2" PUNCHED HOLES © 4 0.C. N N s 3/8" HILTI SLEEVE ANCHORS OR EQUAL 1- 1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 11-1I5 DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRITTEN CONSENT. Engr: DR. HUUAYOUN FAR000 STRUCTURES FLA. PE .9 16557 AUG 2 51998 END STILE PATENT PENDING APPROVED AS COMPLYING WITH THE SOUTH FLQ`?IDA BUILDING CODE DAT- 0 G 'L 13 S BY PRODUCT CONiTRO! t!:: BUILDING CODE C0MPL :A;<CE OFFICE q.3 ogot • O9, ACCEPTANCE N:.._t.._' . vk 0 0 O 0 tY 0 Z cy Q O O 1 C4 cc; • � 4 I Z as U Q Z 0 W M 0 > r 1 a Q C 1 G � 00 CC o � N Q w M r- c O O 0 W V CC (.9 r- Z W 0 w J z O_ 1- U W r-. N c 0 0 .> 0 iO co rs W 0 cr 0 (0 O 1) w Q Vi z a0 0i O 3 Q z ` w cn lV Q ) c 0 a 0 v 0 v 0 0 ( drawing no. 98 -05 sheet 2 of 3 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3R0 4Th 5TH 81 82 83 84 85 86 87 88 6' -0" 18" 18" 18" 18" N/A 1 11-3/4" 23" 34" 45" 56" 67" - 6' -6'. 21 " 1$ " 16" 21" N/A. 1.. ti -3/4 23" 34" a5" 56" 67" - 7'-0" 21" 21" 21" 21" N /A, 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" x 1/16" ALUM TUBE GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" :< 1/16" ALUM TUBE CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A —A POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/16-18 :< 3/4" HEX HEAD M. SCREWS & NUTS. 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) fi 14 X 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. fi 95- 0626.01 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (6) ij 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING OUALITY G -40 MIN. YIELD STRENGTH = 34 KS1 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES Of STEEL 12 G.A. GAI V STFFI BOTTOM BRACKET FASTENED w/ (4) >I' 14 x 5/8" SUS '- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM ' FOR DOORS ' THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 - 1 /4" EMBED INTO MASONRY 3 PER BRACKET 2 - 1/2" X 4 -1/4" x 13 GA. STEEL PLATES WELDED TO. 1-1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS THIS DRAWING IS PROPERTY OF DAB 000RS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRRTEN CONSENT. PATENT PENDING m TRACK CONFIGURATION CAST ALUM. CABLE DPUM 14 CA. GALv. STEEL TRACK HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER 4 HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NCI LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER W000 STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK. WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 318 DIA. HILT! SLEEVE ANCHORS. 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. 1HE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 2" X 3-1/2" X 12 GA. TRACK BRACKETS • 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Enqr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 9 16557 -- AUG 2 51998 APPROVED AS COMPLYING 1' :TH iA' • SOUTH FLORIDA. BU:LD!NC CODE DATE OPXv "> '� 1 ct4 BY — PRODUCT CONT ^0L PPS ON 611:1DiNG CODE COMPL.ANCE OFFICE ACCEPTANCE NO. �( = •Oq II z31 z ' 0 rn W � O° 0 •zr U - 0 Z W G 0,z >" o J a a v Q:i cri 0 ct 3 LL L J trI r' 1 Z u O M a Z " w m 0 11 0 w a 00 rn 3 z 0 a �. 0 t drawing no. 98 -05 (sheet 3 of 3 f • M I AM I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NOA) of: Section Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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. ACCEPTANCE NO.: 01- 0620.10 EXPIRES: 08/14/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by. the BCCO and approved by the Building Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/09/2001 11s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO- DADI's FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 -2908 CON RAC OIt I.IC:ENSINC SECTION (305) 375.2527 FAX (305) 375.25511 CONTRACTOR ENFORCEMENT DIVISION (305) 37:5 -2966 FAX (305) 375 -290s PRODUCT CONrROI. DIVISION (305) 375-2902 FAX (305) 372-6339 Francisco .1. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Off ice Homcpagc: http : //www.buildingcodconline.com DAB Door Company, Inc. ACCEPTANCE NO: 01- 0620.10 APPROVED: AUG 0 9 2001 EXPIRES: 08/14/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.09 which was issued on 10/22/98. It approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -05, titled "Sectional Residential Garage Door" prepared by AI- Farooq Corporation, dated 02/23/98 with latest revision on 08/24/98, Sheet I to 3 of 3. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 This approval requires the manufacturer to do testing of a:l 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 by the manufacturer. Every 3 months, 4 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 manufacturcr that only coils with yield strength of 37,000 PSI or more shall be used to make door panels for Dade County under this Noticc of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING . 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved 6. . BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in section 2. . 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. -2- andido Font, PE, Sr. Product Control Examiner Product Control Division DAIS Door Company, Inc. ACCEPTANCE NO.: 01- 0620.10 APPROVED: AUG 0 9 2001 EXPIRES: 08/14/2006 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: "Miami -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. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Noticc of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Noticc 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Candid() Font, PE, Sr. Product Control Examiner Product Control Division ENI) OF TI IIS ACCEPTANCE -3- DOOR HEIGHT CONSISTS or 6' -6' 2 SECTIONS 18' 2 SECTIONS 21" 6' -9" 1 SECTION 16' 3 SECTIONS 21' 7' 4 SECTIONS 21 - 7 ' - 3 - - 7' -6 5 SECTIONS 18' - 7 4 SECTIONS 18 1 SECTION 21" 8' 3 SECTIONS 18 2 SECTIONS 21 8' -3" 2 SECTIONS 18' 3 SECTIONS 21" 8' -6 1 SECTION 18 4 SECTIONS 21" 8' -9" 5 SECTIONS 21' - 9' 6 SECTIONS 18" - 9' -3 5 SECTIONS 18" 1 SECTION 21' 9' -6' 4 SECTIONS 18' 2 SECTIONS 21' 9' -9' 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18 4 SECTIONS 21' 10' -3' 1 SECTION 18" 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10' -9 6 SECTIONS 18' 1 SECTION 21' t1' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3" 4 SECTIONS 18' 3 SECTIONS 21" 11' -6' 3 SECTIONS 18" 4 SECTIONS 21' 11'-9' 2 SECTIONS 1 8 - 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12' -6' 6 SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS 18 3 SECTIONS 21- 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' 3 SECTIONS 18' 5 SECTIONS 21_ 13' -6" 2 SECTIONS 18" 6 SECTIONS 21' 13' -9" 1 SECTION 18' 7 SECTIONS 21' 14' 8 SECTIONS 21' - 14' -3 8 SECTIONS 18 3 SECTIONS 21' 14' -6" 5 SECTIONS 18' 4 SECTIONS 21' 14' -9 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21 15'-3" 2 SECTIONS 18' 7 SECTIONS 21' 15' -6' 1 SECTION 1 8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18' 4 SECTIONS 21' DOOR w1OTHS A OF CENTER STILES 9' -1 TO 11' -10' 2 12' -0 TO 13' -10 3 14' -0 TO 15'-10" 4 15' - 11' 10 16' -10" 5 SCHEDULE 18 GA. GALV. STEEL CENTER HINGE W/ (4) # 14 X 1/2' SMS 7 X 7 CALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 14 CA. GALV. STEEL END ROLLER HINGE W/ (6) fi 14 r.. 1/2 SMS LOCK 2/ DOOR SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) ij 14 X 5/8" S.M.S. 5/8 MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE 12 GA. STEEL CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN LOCK BAR GUIDES INSTALLED ON END STILE .181 X '.6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS 'ER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONOITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 1185 APPROVAL. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR r Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE g 16557 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING AFFROVED AS COMPLYING WITH THE SOUTH FL'GIDA BIJ!LD!NG CODE D'.T- 1 0 ' , 14 C j4S E PRODUCT CUNT R;.'L BUILD:NG CODE C0M ?i:i;; CE OFFICE Q t ACCE?T NCF NO. 1$ -octo L 0 1 { In n OI co N N 0 Q L. 0 W 1'`1 0 M > • < 03 0 v co O N • J N V) 0 � � v - C 0 N . N CO rl T N 0 0 V 0 1 .0 03 a 0 O 03 T ✓ a Q 0 C 0 n 0 N 8) v a .0 v 0 'D 0 drawing no. 98 -05 (sheet 1 of 3 GENERAL RE VISION A 1070898 CENTER STILES SEE SCH. 'A' f — ' A r ,' i • 16' -0" MAX. DOOR HEIGH1 • 111 l 11 I II I 1 111 II I I � ►A T A /A1 ►Al w ►AT vi 11111111111 11111 IIIIII1 1111111 11111 to {fi �1111 � IA1 tA - IIII 111 � IIIII � IIIIIII 1 1111 1 I I11 Al /A ►A ►A1 w W TA � �: ` • Vail ,ai V ►�i of M 1 I I ll 1 11 1 111 I� II I C e e ir Ni —• -- 71 1! I! 1w -- r / OPTIONAL VENT L— A MAXIMUM OPENING AREA 120 SO. IN. MAX. DOOR WIDTH SCHEDULE 18 GA. GALV. STEEL CENTER HINGE W/ (4) # 14 X 1/2' SMS 7 X 7 CALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 14 CA. GALV. STEEL END ROLLER HINGE W/ (6) fi 14 r.. 1/2 SMS LOCK 2/ DOOR SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) ij 14 X 5/8" S.M.S. 5/8 MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE 12 GA. STEEL CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN LOCK BAR GUIDES INSTALLED ON END STILE .181 X '.6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS 'ER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONOITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 1185 APPROVAL. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR r Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE g 16557 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING AFFROVED AS COMPLYING WITH THE SOUTH FL'GIDA BIJ!LD!NG CODE D'.T- 1 0 ' , 14 C j4S E PRODUCT CUNT R;.'L BUILD:NG CODE C0M ?i:i;; CE OFFICE Q t ACCE?T NCF NO. 1$ -octo L 0 1 { In n OI co N N 0 Q L. 0 W 1'`1 0 M > • < 03 0 v co O N • J N V) 0 � � v - C 0 N . N CO rl T N 0 0 V 0 1 .0 03 a 0 O 03 T ✓ a Q 0 C 0 n 0 N 8) v a .0 v 0 'D 0 drawing no. 98 -05 (sheet 1 of 3 GENERAL RE VISION A 1070898 1 ST SECTION (BOTTOM) REINFORCING 16 GA. X 2 -1/4" x 2" GALV. STEEL U.BAP REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO A 14 X 5/8" S.M.S. AND 10 END STILE W/ FOUR N 14 X 5/5" S.M.S. (2) 16 GA. X 2-1/4" X 2" GALv. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 4 14 X 5/8" S.M.S. AND TO END STILE 5/8" W/ FOUR A 14 X 5/8 S.M.S. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 1 0.55 S.G. .090 STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 14 GA. GALV. STEEL TRACK FASTENED 10 TRACK PLATES w/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. do LOCK NUT BOTTOM SEAL .058 ALUM PLATE WITH (2) 1/8" X 1 S.M.S. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLER 47 A 2ND SECTION REINFORCING y 14 X 5/8" sms ? PER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 16 GA. x 2-1/4 X 2" GALv. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED 10 VERTICAL INTERMEDIATE STILES w/ TWO y 14 X 5/8" S.M.S. AND TO END STILE w/ FOUR # 14 X 5/8" S.M.S. 1/2 X 1 -3/4" X 1/16" VERT. ALUM TUBE -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS © 12" 0.C. 18 GA. GALV. STEEL CENTER HINGE 1 - 7/8" X 2 - 5/8" X CENTER STILE 16 GA.X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES w/ ;WO 4 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR d 14 X 5/8" S.M.S. INTERMEDIATE SECTIONS TOP SECTION REINFORCING REINFC PCING SECTION B —B 18 GA. STEEL d 14 X 5/8" S.M.S. 2/ HINGE rPOP RIVETS ROLLER HINGE — _3/4" X 2-1/2" X 18 GA. STEEL END STILE n • v 16 GA.X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES w/ TWO N 14 X 5/5" S.M.S. AND TO END STILE w/ FOUR 4 14 X 5/8 _ S.M.S. 3/8" HILTI SLEEVE ANCHORS OR EQUAL 1 - 1 /2" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 CA. STEEL PANEL FLAPS BENT OVER PANEL-\ 1/2" PUNCHED HOLES ® 4" 0.C. END STILE THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Enqr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 9 16557 AUG 2 51998 PATENT PENDING APPROVED AG COMPLYING WITH THE SOUTH FLIfIDA BUILDING CODE DAT D L �_L 19 1S BY PRODUCT CONTROL ri S BUILDING CODE G COMPL: -XCE OFFICE ACCEPTANCE t�0. a0 -0ctc'1 • 0�, - Z C, z u . W ° r-r E U Q C4 O X CL a O In rr Z O J O 174 vi GL1 W z 0 dZ W m 0 In O co w 4 4 4 0 C 0 0 O W U Cr a Q z w 0 N —J Q z O 1- U W V) J r-. m c 0 . v c 0 o. 0 a .0 0 v 0 C 0 drowing no. 98 -05 (sheet 2 of 3 000R HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3R0 4TH 5TH 81 82 83 84 85 86 87 88 6' -0" 18" 13" 18" 18" N/A 1" 11 -3/4 23" 34" 45" 56" 67" - 6 -6" 21" l8" 18" 21" N/A 1" 11 - 3/4 - 23" 34" 45" 56" 67" - 7' -0" 21" 21" 71" 21" N/A 1" 11 -3/4 23 34" 45" 56" 67" 78 -1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 - 3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 1 1-3/ 4 " 2 3 34" 45" 56" 67" 78-1/4" 1- 10RIZONT•AL REINFORCEMENT 1/2" x 1 -3/4" x l/16" ALUM TUBE GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 X 1/16" ALUM TUBE CUT TO MISS RIB GLUED TO PANEL ANO FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A —A POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/15 -18 :< 3/4" HEX HEAD M. SCREWS & NUTS. 12 CA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) fi 14 X 5/8" S.U 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. /{ 95- 0626.01 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (6) ij 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING OUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED w/ (4) B 14 x 5/8" SUS SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" O.C. 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" x 13 GA. STEEL PLATES WELDED TO. 1 X 1 - 1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS z z a- 0 THIS DRAWING IS PROPERTY OF DAB 000RS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING 0 2 ce 0 0 0 m mi TRACK CONFIGURATION CAST ALUM. CABLE DRUM 14 GA. GALv. STEEL TRACK \ 2" X 3-1/2" X 12 GA. TRACK BRACKETS • 2 - 3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE g 16557 'AUG 2 51998 HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER - � HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NCI LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK. WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8 DIA. HILTI SLEEVE ANCHORS. 1 - 3/4" MIN. EMBED ANO A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS AMMO. AS COMPLYING WITH ;!i= SOUTH FL BUILDING CODE DATE OtA . �' 1 - 1 - 19 lg BY 1 ' PRODUCT COK2Oi DIV ON 1.1.111:LNIC CO 1E kOMPLANCE OFF :CE ACCEPTANCE NO. n .0q r tti4)1 I I Z 'J W 0 U d � w O 0 as 0 v U s o z l.J r•'1 O O J Q Q p`Z r` ° � I .L 0 N 4.1 W v'I I z Lr) 0 r7 • W '- a 1- 0 0 0 w Q a z w 0 1 s J Q z 0 W (o co n 0 U Z N 0 0 0 m 0 0 oo 0') z rn 7 \ 0 s O 4 0 tr, m rn 0 4 tr 4 0 0 r J ( drawing no. 98 -05 (sheet 3 of 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date °/ 740 Time Type Insp'n X44 r Permit No. .C f Name flia4.14eLh Address /t " t f 57 � Company 41/a/2 /1./1 4 (I5 A0v Phone # 34'5" t5 V / For Inspector: 4 -19-C, 7 Na ate / A/ pprov c� Correction ❑ Re- Insp'n Fee ❑ 73 pi /da