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DOOR 02-1008PROPERTY OWNER Name R ©b e T A a e,..\ t�1i Go `\ Address 1 N E 10 oS4. Home Teleplttlp S_15(0 - 1 01 O Business Telephone Fax 36r_ 15 cd) TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. 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 PPLICA'I'ION Job Address: 2_ S'-1 N L Address Folio Number EOST. Apt. Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. PERMIT APPLICATION Subsidiary Permit No. L N 9- c , W ' / PD W IA (3 ... 04 . Shores City Ft_ 3s(38 State �� Zip Cp \Qce 6QCCC)onY s - 4v►. �tGhPin c�r��� )(Descript'on of Work (t Zoning Linear Feet Square Feet Units Floors Value of Workg3 Bldg Value 4' 615 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 1;1II'ORTAN'I' NO'I'ICIS DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND 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 A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, 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, 1" 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 FLORIDA, COUNTY OF MIAMI -DADE -)( ak,.0. K ' -.-Q Signature of Owner Signature of Contractor / Qualifier --- 6e ■ItJt= M. k Print Name /11 / l Print Name Swor to and subscribed before me this SEAL: SEAL: Sworn to and subscribed before me this day of STATE OF FLORIDA, COUNTY OF MIAMI - DADE Signature of Notary Public - State of Florida PERMIT APPLICATION l'b raNc 0. . �. : .. • 0 -3z.._7 '.o:: ,. _.._ y o .. -o 0a`" £: V Personally known OR, Produced Identification v Personally known OR, Produced Identification Type of Identification Produced: /�J)2• G `1 OO°`a 13 9 ) 1^ ()type of Identification Produced: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/29/2002 Applicant: ELAINE Owner: GOLL JOB ADDRESS: 1287 Contractor Local Phone: Parcel # 1132050080070 Permit Status: Signed: Fees: FEE2002 -3064 FEE2002 -3065 FEE2002 -3066 NE 100 Approved Permit Expiration: 11/25/2002 Construction Value: Work: REPLACE BACK DOOR & FRAME KITCHEN DOOR & FRAME 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 al - ' -- This Permit is granted to the contractor or builder named above to construct the bui ordinances pertaining thereto and with the understanding that the work will be perform and approved by the proper municipal authorities. This Permit may be revoked at any authorization. A further condition upon which this permit is granted is the understandi ordinances and regulations pertaining to the work covered hereby whether shown on t by his agents, servants or employees. Description Building Permit Application Fee CCF Notary Fee Total Fees: NSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work cc with the plans, drawings, statements or specifications submitted to the proper author myself, my agent, servants or employes. fEct,Q,P Building Permit Permit Number: BP2002 -100F GOLL ELAINE ST Contractor's Address: Legal Description: 5 53 42 GORDON SHORES (Contractor or E Amount $60.00 $0.60 $5.00 $65.60 ACH R/r 083000047 $593.00 ROBERT J. GOLL, JR. OR ELAINE M. GOLL 1287 N.E. 100 ST. MIAMI SHORES, FL 33138 -2603 Pay to the Order of l . \tiY by /. C vA Page 1 of 1 PB 45 -8 E5OFT OF LOT 6 & W25FT OF LOT 7 BLK 1 Total Fees: $65.60 Total Receipts: $0.00 Date 6814 $ (05, Coo 63 -4/630 Ft 1375 Dollars 8 Bank afAierica. For Per ;,n 1 1 :0630000471: 0048 2 20 26 54LH' 8L 68 L 4 irA %IAVM Awo.•m, 5�[.tWi!u.1S+e•�r -�i y: — Y ll.s.._-LS .,: :.Ll ..:.. - t. Premdor Entry Systems 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00- 0321.21 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, 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 Series Entergy 6-8 S/E Outswing Opaque Single Residential Insulated Steel Door with Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31- 1020 -EM -O, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 4/09/97 with revision C dated 01/15/01, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown approved drawings. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturcr's.name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of thc approved drawings, as identified in Section 2 of this Noticc of Acccptancc, clearly marked to show the components selected for thc proposed installation. 6.1.3 Any other documcnts required by the Building Official or thc South Flor _ Building Code (SFBC) in order to properly evaluate the install • I of t is systcm. ACCEPTANCE No.: 01 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manuc Pcrcz, P.E. Product Con Produc - •ntrol Division Examiner PRODUCT CONTROL NOTICE OF ACCEPTANCE . Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0314.19 EXPIRES: 04 /02/2006 APPROVED: 06/05/2001 11s045000I1pc2000 \Itempiates\notice acceptance cover page.dot Internet mail address: postmastcrajbuildingcodeoniine .cum ;t1 .ti. METRO -DADE H AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -290S CONTRACTOR I.ICENSlN(: SECTION (305) 375 -2527 FAX (305) 375 -2555 c:ON UACrOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-290S rizo1UCr CONTROL. DIVISION (305) 375 -2902 FAN (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6 -8 S/E Outswing Opaque Single w /sidelites Residential Insulated.Steel 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. Rau! tcoongucz 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 set fort h above. Francisco J. Quintana, R.A. Director Miami -Dads County Building Code Compliance Office Ilontcpage: http://www.buildingcodeonline.ewn Premdor Entry Systems ACCEPTANCE No.: 01- 0314.19 APPROVED : . 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 scaled 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 thc filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acccptancc: 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 purposes. 6. The Notice 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 Notice of Acceptance is displayed, thcn it shall bc 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 thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. END OF THIS ACCE ANCE Manuel crcz, P.E., Product Cont , Product • ntrol Division • 36" - °1 f MAX 3 1/16" MAX 30" -0 I MAX 9 MAX PD -1 PD -18 00 TER 0] 00 ER BLANK TOP 4-PANEL SL -10 673 00 PD -2 11 PD -19 yT 00 PD -35 PD-36 SI:ELITE STYLS 0a PD -3 0 SL -20 SL -30 SL -60 SL -50 111 111 Oa PD -20 ooa PD-37 [i [i 0 I] N 00 00 COO 000 00 Ida o�i 00 °° 000 ❑0 -PANEL 4 -PANEL 9 -PANEL 10 -PANEL 18 -PANEL e a R PANEL STYL OD 00 PD-4 11 PD -21 ADO ouo PD -38 e� DO PD -5 u PD -22 o °ao PD-39 PD -6 SL -508 PD -23 ufi6 PD -40 SL -694 DO PD -7 ;1111; PD -24 00 PD -41 1 SL -69B 00 PD -8 1111 Ir 1111 PD -25 00 PO -42 FLUSH 8 -PANE u SL-69C SL -25 SL-55 PD -9 PD -26 PD -43 a `D0 00 00 00 PD -10 PD -27 PD -43A CROSSBUCK :..n 1..1 011 1111 00 PD -11 111 111 PD -28 PD -438 SL-30D SL -40 00 PD -12 PD -29 000 I2 -PANEL SL -90A 11111 11111 00 PD -13 •/1 111 111 PD -30 00 a 0 4 -PANE EYEBROW SL -90B 6 PD -14 11b 111 111 PD -31 00 mien 00 5 -PANEL v /SCROLL SL -90C SL-30B SL -30C no PD -15 0 PD -32 OD SIM 00 5 -PANEL 5 -PANEL 5 -PANEL EYEBROV EYEBROW v /SCROLL o 1 00 00 PD -16 PD -33 CI 00 80 00 PD -17 Girl II►\. n`�111 III •II PD -34 00 0 o. O w a a 0 0 0 0 coo LL "f >- un 0 m SL -70 SL -80 o- _ w LL 0 w M O 7O u a 00 T u o O 0 el U 0 0 us 0:50 a 0 < L1KITS U&ESS NOTED, FRAC ' DEC A146 EKTRIbI18 KESS 10TC0. ST0. CDCL T L BATE BY ENGINFFR: DR BY J.D. 1 DATE 1/15/01 1 P 411 C1•ERSDN REMDEIR ENTRY SYSTEMS . PlITSBIRG, KS. 66762 LIR. REVISIONS PART HNC PREMDOR DOOR OPTIONS KAT1: 1 SCALE: 31- 1020 -EM -0 SHEET 6 OF 6 I REVISIDN 1(11(8 1/2' CLASS BITE 4 9/16' 1 1/4' 1/4' SHIM MAX GLAZING DETAIL 22' MAX DLO SFEERVIN MILLING 850A EXTERIOR GRADE LATEX MILK 31 1/4' MAX 29 3/4' MAX 1/8' TEMPERED GLASS EXTERIOR 100 MAX 35142 / 4' X 0 INTERIOR SECTION A -A OUTSWI \G 37 1/2' MAX APPROVED AS C CO OM MP . LLY � ING MTM THE stwrH JUn U r �� i i NTROL DIVISIO. BUILDING CODE COMPUAIICE OFFICE / 1;CEPTAI/GE NO 01- 03 R(. 19 31 1/4' MAX SEE GLAZING DETAIL 29 3/4' MAX OTHER CONFIGURATIONS I 3/4' IMIYUlt41D1[t JC ' Q NE = MIME atu ralE1 SIl tOrL mi �Y S�Y�TEMS wl C 1 TTi®1 E 1 OAOE OAT )COWWITATUO6 ,ft. J0 450EI PAGE IO3OR E'Tl G) rrw RS . AIR SOiEVS 10 LITE i'um t U1 OM* CUP EDIIORAIIOS era It L'NfINffP LR TrT/LT .TR vis lTTifC IMII 1 A�N[j�e [[�i �1 31- 1020 -EM -0 SHEET 2 IT 6 p rosais m E • • • 80 11/16' MAX 1/4° SHIM MAX 3/4° 79 5/16' MAX EXTERIOR FIN. FL. SECTIO\ B -B 2 BY WOOD BUCK 1 3/4' r--- 4 9/16° INTERIOR -1 1/4' SOUTH TE BY our ITEM NO. C 30 10 13 IS © ROVED As COMPLYING WITH THE PR T OL OMSION BUILDING COOE COMPl1ANCE OFFTCE ACCEPTANCE NO 61 v . / DESCRIPTION VOOD HEAD JAMB COMPRESSION VEATHE"STRIP VOOD STRIKE JAMB ALUMM- BUMPER THRESHOLD TOP CHANNEL STEEL SKIN POLYURETHANE FOAM CORE BOTTOM CHANNEL VOOD LOCK BLOCK STRIKE STILE HINGE STILE DOW SILICONE #995 LOCK PREP FILLER PLATE 4'x4' HINGE WOOD HINGE JAMB 1110 -24 x 1/2' F.H.M.S. 1110 X 2' F.H.V.S. 110 FHV . V/MINIMAU 1 1/2 CMBEOQNI (R 3/16' PTH TAPL'OlS V/KlNllwl 1 I/Y EMB(8(111 SIDELITE WOOD STILE 118 x 2' F.H.W.S. LOCKSET 1110 x 1 3/4' F.H.V.S. VOOD SIDELITE JAMB 22' X 64' SINGLE PANEL GLASS SIDELITE TRIM (WOOD) WOOD CASING WOOD SIDELITE HEAD JAMB VOOD SIDELITE BASE POLYPROPYLENE LITE FRAME MATERIALS LIST 116 X 1 1/2' PAN HEAD SCREVS PIN NAIL LIMl15 IJ&ESS VOTED, FRAC DEL EXTRUSIONS UNLESS IC1E8, SIa On NUS. FNGINFFR: DR. BT PITTSBURG, K.S. 66762 PART NUMBER EM -14 i 1/4' X 4 9/16' MTL. TO BE -'INE OR EQUIVALENT EM -25 L ;:SCREEN BRAND LOXSEAi " (BRONZE) M -12 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT 1E EM -15 EM - PREMDOR BRAND - 1 11/16' - 20 GA STEEL 26 g0. LOU f.014 -.000) 1 1 BLOCS PR o � mi [ 1 131 Eon 10 RP BASF FOAM - r= :NSITY 2.0 TO 2.5 Ibs. /Ft' EM -07 EM -09 EM -06 EM -05 EM -10 EH -16 FM-13 EM -26 EM -19 EM -20 EM -21 EM -22 E14-23 EM -24 PREMDDR ENTRY SYSTEMS ENE AFERSON COMMENTS PREMDOR BRA,'D OR EQUIVALENT - 1 1/4' x 4 9/16' PREMDOR BRAND - 1 11/16' - 20 GA STEEL 4' X 9 1/2' MIL. TO BE PINE OR EQUIVALENT PREMDOR BRAND - 1 11/16' - 20 GA STEEL PREMDOR BRAND - 1 11/16' - 20 GA STEEL PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT (4) SCREVS PER HINGE INTO-DOOR 6) SCREvS THROUGH EACH SIDELITE JAMB INTO SIDELITE. 4' DOVN FROM TOP. MAX 15' O.C. THEREAFTER REFER TO ELEVATION VIEV. FOR 1 OF SCREVS USED AND LOCATIONS 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT (2) SCREWS AT EACH STRIKE PLATE KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK (4) SCREVS PER HINGE INTO DOOR (5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB. 8' DOVN FROM TOP MAX 18' O.C. THEREAFTER (5) SCREVS THR31 H STRIKE .IAMB INTO SIDELITE JAMB. 4' DOVN FROM T(3' MAX 8' OZ. THEREAFTER 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT TEMPERED GLASS IN POLYPROPYLENE FRAME- DC -1643 - (001. 1/8' CLEAR TEMPERFD GI ASS 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT 1/8' x 1' MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USE FOR 'SIDE BY SIDE JAMBS' AS MULLIONS 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT DC -1643, ODL-2 HP Polypropylene by 18 PER FRAME rE EE lI a ODL T E TER E� R AND ND1 3/4' LONG NAIL. 4' IN FRO( END..IIAX 8' OE TIERAFTER. USED ON *LU00S 03(8 '13114 B DADE COUNTY 1UDIFICATIONS A 4DDED PAGE 5 (DOOR OPTIONS) LIR. REVISIONS PART NAME: T>t; Y K4 'L: SCALE: 1/11/01 10 -1 -98 DATE JD RS BT 31 1020 - EM - 0 SHEET 3 OF 6 I REVISION LETTER B J 1/4' SHIM MAX 79 3/16° :TERIOR MAX 80 11/16° MAX 2 BY WOOD BUCK SECTIO\ 64° MAX DLO c-c 4 9/16° 2 BY 1./00D BUCK 41%. ArlitE4 1 1/4" A 3/4° _ 26 • o • • • . • ...d: 23 - EXTERIOR PLEASE SEE °GLAZING DETAIL° DRAWING #31- 1020 -EM -0 SHEET 2 OF 6 1 1/4° DOW SILICONE 14995 LIMITS I)IESS ICED, FRAC. DEL : AR& : EXTRUSIDRS UNLESS MOT(D, Sift CEMt. TtL FNGINFFR: ER BY R.S DAT 7 - ?9 -97 P911 REMDOR E. ENTRY SYSTEMS .EFFERSt I PITTSBURG, KS. 66162 D • '1 1: B AlfIFf PAW 9 CI1lfR fPTIf)NC) A ADO SIRENS TO LITE (RAP( IMTERI II LIST LTR PART NAME: 0; I.. I BA 1: DADE COUNTY MODIFICATIONS BENISONS T SCALE: 1/11/01 6- -99 10 -1 -98 12-18-97 DATE 31- 1020 -EM -0 SHEET 4 OF 6 RENIS@1 LETTER JD RS RS R.S. IT PR... .. . LOMSioN BUTLCING COOS COi,1P1UNCE OFRCE ACCEPTAHCE►40.01 -O 31K.19 I4' MAX KVIKSET LOCKS(T MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100 ��- IIII -I 15' MAX 15' MAX 43 I /16' TOP OF DOOR TO f8 OF LOCK 15' MAX 4' MAX 6' MAX 4' MAX 1-4• MAX 15' 1 MAX 0 C. 15' MAX 0 C. 15' MAX 0 C. A 15' MAX 0 C. 15' MAX O,C. 15' MAX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD (OUTSWING) 4' MAX 3' MAX TOTES: 3' MAX 4' MAX 1.) V000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING ORAVINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. V00D FRAME CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TVO BY V000 OPENING. B. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TV0 BY STRUCTURAL V000 BUCK. C. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE BSO I OR VITHOUT A NON - STRUCTURAL 3. ALL WHORING SCREWS TO BE RIO VITH MINIMUM 1 1/2' EMBEDMENT INTO V000 SUBSTRATE OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY. 4. UNIT MUST BE INSTALLED VITH 'MIAMI- DADE'COUNTY APPROVED' SHUTTERS 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY;SIDE JAMBS AND SIDELITES. 3' MAX 81 /16'c (AMA ' MAX 3' MAX . 4' MAX 7..DOOR /SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE - PAINTED VITH A VATER - BASED EPDXY RUST IIA4IBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/ VATER- REDUCIBLE VHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 100' MAX 4' MAX • MAX 3' MAX 14' 3' MAX MAX 4' MAX 14' MAX MAX/ KVIKSCT DCADBOLT MODEL 660 SERIES OR HARLOC DEADBOLT MODEL e2o 1/2' 3' MAX 4' MAX RH OUTSVING L.H. OUTSVING RTIRTTR DO M IL ' N 'Y Y Al L ItrD51 n1IIIZ 1S IUR 15' MAX 3' MAX UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED 81 A CANOPY OR OVERHANG SUCH THAT THE ANGLE BCTVEEN THE EDGE OF CANOPY OR OVERHANG TO SILL 11 LESS THAN 45 DEGREES. URLESS UNIT IS INSTALLED IN 104.14 811ABLE AREAS VHERE TIC UNIT AND TIE AREA ARE DESIGNED TO ACCEPT'VATER INFILTRATION (1 m 1(10x1. Bit Rl0 x I I /2' MINIMUM EMBEDMENT (14) PER HEAD A SILL, (6) PER JAMB LTERNATE+ 3/16' PFH TAPCONS ./1 1/2' MINIMUM EMBEDMENT A 80 l /16' MAX H8 x 1 3/4' F.H. \✓.S 3) PER SIDE FROM JAMB INTO THRESHOLD. Rt RS A Aoo 101(. !OR S1A0.CS l , 1 n rfYB06 TRI1 11 1/2' x 2' STAPLES (SEE NOTE 5) 4' MAX APPROVED AS CC'MPLYING %MTH THE SOUTHFI, BUIL01 � DE DATE J JM Ui BY u i.... 1 PROD f , NTROL ONISIO) I;Ur CI .n CCCE COMPLIANCE OFFICE ACCE'TAt;CE NO 0 -031 C( • l9 CACC Ca,.lt , p0WWICAHID6 AG) RAIIKS 1 OMANI .00 SCR(VS r1101 101I 10 110.0 w.. .3•10 9.09f 31- 1020 -EM -0 SHEET 1 OF 6 11 *1(h►s7:1is* 3orm:U1►1rtimm RR( VAT([R I)(ILIRAHON VHERE VATER INFILTRATION \ REOUIRENENI ISM)! NEEDED I M■111111•1154F111111"111•• , MAX x 64' DLO 22' MAX 15' _.1._15' A MAX MAX 4,. I4' MAX KVIKSET LOCKS(T MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100 ��- IIII -I 15' MAX 15' MAX 43 I /16' TOP OF DOOR TO f8 OF LOCK 15' MAX 4' MAX 6' MAX 4' MAX 1-4• MAX 15' 1 MAX 0 C. 15' MAX 0 C. 15' MAX 0 C. A 15' MAX 0 C. 15' MAX O,C. 15' MAX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD (OUTSWING) 4' MAX 3' MAX TOTES: 3' MAX 4' MAX 1.) V000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING ORAVINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. V00D FRAME CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TVO BY V000 OPENING. B. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TV0 BY STRUCTURAL V000 BUCK. C. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE BSO I OR VITHOUT A NON - STRUCTURAL 3. ALL WHORING SCREWS TO BE RIO VITH MINIMUM 1 1/2' EMBEDMENT INTO V000 SUBSTRATE OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY. 4. UNIT MUST BE INSTALLED VITH 'MIAMI- DADE'COUNTY APPROVED' SHUTTERS 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY;SIDE JAMBS AND SIDELITES. 3' MAX 81 /16'c (AMA ' MAX 3' MAX . 4' MAX 7..DOOR /SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE - PAINTED VITH A VATER - BASED EPDXY RUST IIA4IBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/ VATER- REDUCIBLE VHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 100' MAX 4' MAX • MAX 3' MAX 14' 3' MAX MAX 4' MAX 14' MAX MAX/ KVIKSCT DCADBOLT MODEL 660 SERIES OR HARLOC DEADBOLT MODEL e2o 1/2' 3' MAX 4' MAX RH OUTSVING L.H. OUTSVING RTIRTTR DO M IL ' N 'Y Y Al L ItrD51 n1IIIZ 1S IUR 15' MAX 3' MAX UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED 81 A CANOPY OR OVERHANG SUCH THAT THE ANGLE BCTVEEN THE EDGE OF CANOPY OR OVERHANG TO SILL 11 LESS THAN 45 DEGREES. URLESS UNIT IS INSTALLED IN 104.14 811ABLE AREAS VHERE TIC UNIT AND TIE AREA ARE DESIGNED TO ACCEPT'VATER INFILTRATION (1 m 1(10x1. Bit Rl0 x I I /2' MINIMUM EMBEDMENT (14) PER HEAD A SILL, (6) PER JAMB LTERNATE+ 3/16' PFH TAPCONS ./1 1/2' MINIMUM EMBEDMENT A 80 l /16' MAX H8 x 1 3/4' F.H. \✓.S 3) PER SIDE FROM JAMB INTO THRESHOLD. Rt RS A Aoo 101(. !OR S1A0.CS l , 1 n rfYB06 TRI1 11 1/2' x 2' STAPLES (SEE NOTE 5) 4' MAX APPROVED AS CC'MPLYING %MTH THE SOUTHFI, BUIL01 � DE DATE J JM Ui BY u i.... 1 PROD f , NTROL ONISIO) I;Ur CI .n CCCE COMPLIANCE OFFICE ACCE'TAt;CE NO 0 -031 C( • l9 CACC Ca,.lt , p0WWICAHID6 AG) RAIIKS 1 OMANI .00 SCR(VS r1101 101I 10 110.0 w.. .3•10 9.09f 31- 1020 -EM -0 SHEET 1 OF 6 11 *1(h►s7:1is* 3orm:U1►1rtimm RR( VAT([R I)(ILIRAHON VHERE VATER INFILTRATION OUIRENENI IS ?CEDED • REOUIRENENI ISM)! NEEDED I M■111111•1154F111111"111•• I4' MAX KVIKSET LOCKS(T MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100 ��- IIII -I 15' MAX 15' MAX 43 I /16' TOP OF DOOR TO f8 OF LOCK 15' MAX 4' MAX 6' MAX 4' MAX 1-4• MAX 15' 1 MAX 0 C. 15' MAX 0 C. 15' MAX 0 C. A 15' MAX 0 C. 15' MAX O,C. 15' MAX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD (OUTSWING) 4' MAX 3' MAX TOTES: 3' MAX 4' MAX 1.) V000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING ORAVINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. V00D FRAME CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TVO BY V000 OPENING. B. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TV0 BY STRUCTURAL V000 BUCK. C. MASONRY OR CONCRETE CONSTRUCTION VHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE BSO I OR VITHOUT A NON - STRUCTURAL 3. ALL WHORING SCREWS TO BE RIO VITH MINIMUM 1 1/2' EMBEDMENT INTO V000 SUBSTRATE OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY. 4. UNIT MUST BE INSTALLED VITH 'MIAMI- DADE'COUNTY APPROVED' SHUTTERS 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY;SIDE JAMBS AND SIDELITES. 3' MAX 81 /16'c (AMA ' MAX 3' MAX . 4' MAX 7..DOOR /SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE - PAINTED VITH A VATER - BASED EPDXY RUST IIA4IBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/ VATER- REDUCIBLE VHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 100' MAX 4' MAX • MAX 3' MAX 14' 3' MAX MAX 4' MAX 14' MAX MAX/ KVIKSCT DCADBOLT MODEL 660 SERIES OR HARLOC DEADBOLT MODEL e2o 1/2' 3' MAX 4' MAX RH OUTSVING L.H. OUTSVING RTIRTTR DO M IL ' N 'Y Y Al L ItrD51 n1IIIZ 1S IUR 15' MAX 3' MAX UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED 81 A CANOPY OR OVERHANG SUCH THAT THE ANGLE BCTVEEN THE EDGE OF CANOPY OR OVERHANG TO SILL 11 LESS THAN 45 DEGREES. URLESS UNIT IS INSTALLED IN 104.14 811ABLE AREAS VHERE TIC UNIT AND TIE AREA ARE DESIGNED TO ACCEPT'VATER INFILTRATION (1 m 1(10x1. Bit Rl0 x I I /2' MINIMUM EMBEDMENT (14) PER HEAD A SILL, (6) PER JAMB LTERNATE+ 3/16' PFH TAPCONS ./1 1/2' MINIMUM EMBEDMENT A 80 l /16' MAX H8 x 1 3/4' F.H. \✓.S 3) PER SIDE FROM JAMB INTO THRESHOLD. Rt RS A Aoo 101(. !OR S1A0.CS l , 1 n rfYB06 TRI1 11 1/2' x 2' STAPLES (SEE NOTE 5) 4' MAX APPROVED AS CC'MPLYING %MTH THE SOUTHFI, BUIL01 � DE DATE J JM Ui BY u i.... 1 PROD f , NTROL ONISIO) I;Ur CI .n CCCE COMPLIANCE OFFICE ACCE'TAt;CE NO 0 -031 C( • l9 CACC Ca,.lt , p0WWICAHID6 AG) RAIIKS 1 OMANI .00 SCR(VS r1101 101I 10 110.0 w.. .3•10 9.09f 31- 1020 -EM -0 SHEET 1 OF 6 MAX -4• MA a• MAX 3 MAX .. •� 1UU i+MA a' MAX-•-- a' MAX 3• MAX-. •^3• MAX Ia. , - - a• MAX 3• MAX ...... M A X MAX •• MAX a• MAX ---1 L r 1 + � Ax J 14 . I I —MAX I— 0 I r- a MAX L a x I _ 80 Il MA MAX 1C• , 155' 'MAX I 1 I IS• MAX MAX I I �- I t MAX IC- MAX 0.0 MAX MAX J C- - MAX J I5 j_15' 3' MAX 3• MAx ..• a• MAX .-/-- A • MAY - MAX AX --1 3• MAX— a' MAX a' W 3' MAX Y max a' MAX IS' MAX 0.C. I :S• MAX 0 C. I 15• MAX 0 C. 15' MAX 0 C. 15 MAX 0 C. 6 MAX - a • MAX 68 3 /a MAX MAX a' MAX 4' MAX 3' MAX - 11 ]• MAX 3' MAX I + I ra• MA i - ^ i II MAX ... 1 — MAX I 1s• a• MAX-1 L MA 1 15• j_15' I 1 MAX MAO 1 - - }3' MAX 3' MAX -• 4' MAX — 1 ra l- a; —I l- a • MAX MAX X a• 15• 15• 6 MAX 4 a' MAX 15• 15• 15' 3' MAX 4' MAX MAX 0 0 BO 1 /16' M AX axo 111 FR 80 1 /16' /16• x MAX 3' MAX 4' MAX APPROVED AS COMPLYING WITH THE x SOUTH FL JU�t�Inlr • E DA ry U BY / PRODU T • YRO, DIVISION 4 OU.L OI \'G CODE CO:.,PLIANCE CFFICE ACCEPT - \CE r:0 O!- 0 3 / y. /q R 2LJ\FIL'RATIENS 3 MAX 1A MAX -11-•• MAX 3' MAx 3• MAX 4' MAX A• MAO 68 3 /a' MAX 4' PtLA 4' MAX NAT X —3• MAX 15 A MAX 3' MAX 4' MAX • MAX PIiTSIURG, KS. 66762 15' M•X 0.C. 1 15' MAX O.C. 15• MAX 0.c. 15" MAX O.C. 15' MAO O.C. 6• MAX •• MAX LIMITS; TRESS NUIED, FRAC DEC EXTRUSIONS DRESS TOTED, Sid DI'L. TQ'S rNGINFFR: DR By r . DA1E 1 -11 -01 P911R[EE .IEFFERSRI MDOR ENTRY SYSTEMS LTR PART NAT(: MAi1: 37 1/2' MAX a' MAX a• MAX 3' MAX 3• MAX 14' X REVISIONS SCALE: 31- 1020 -EM - 0 SHEET 5 OF 6 'REVISION LEi1ER OAT( ,, . :. ›.• ELEC'T'RICAL TvpI.; Minimum Fee Q'I'y. .i.V,i,i.- Dryer ()Ty. Tvi,i; Outlet, Appliance QTY. TV Service Repair QTY A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New ;MECHANICAL TYPE Minimum Fee QTY. TYPF, Condensate Drain QTY. "TYPI, Generator QTY. TIN.: Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUN1131NG TYPF. A/C Condensate QTY. mg.: Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPh Soakage Pit QTY. 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, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection 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 1 INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official 4 /�_ Page 4 OFFICE USE ONLY CIIEC1<LIST ❑ 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 Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) Metropolitan Dade County (C.C.F.) $ ' ) LJ ( sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PER\I1T FEES TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e 11 ti J o b A d d r e s s g I N 6 - I l t0 ST Tax Folio f 1 MC oo 8 0 07D Legal Description owner/Lessee / Tenant E 1 J€. G 0 Owners Address ` 2 8 7 N Fz. 100 SSE Contracting Co. TR€ E 02 II-3 Vg- T Qualifier fSER:r D RA-0 Municipal # State # Cis(_ I- 15- 3 8' 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 Square Ft. / 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 Notary as to Owner and. or C do President ansky EXPIRES :tq e x: hart id" ; fi � :'. (1 • 41 .. March 23, 200 BONDED THRU TROY FAIN I RANCE, INC FEES: PERMIT q / • 3D APPROVED: Zoning Mechanical .1 sTAl( New 1C.t rcr -rte Cq-a ) ers • II 11 C 't c; 1 Date RADON • / 5 C.C.F. „idin AO fihifr? Historically Designated: Yes "- No Master Permit # s to // W Phone 305 - 15(o - 70 - 7 0 Address 8/ D Sift) I 32 D A-t I - ;( Phone 3oS asq - 9a9,a Estimated Cost (value) , ? 000 ....--41 Siena of Contractor or Owner- : ui Notary as to Cottractor or O Builder My Co >• _� Fern Oransky ' ; . : COMMISSION # CC831515 EXPIRES .���:o; April 29, 2003 " of hd, BONDED THRU TROY FAIN INSURANCE, INC NOTARY BOND Electrical 1(1 Date D to TOT AL DUE Plumbing Structural Engineer ` W W2736BUTT W WS636 W W2736BUTT ,, 94? - Drop no All dim g� Seab: =1 ' dimensions & size designations This is an original design and must Design : 70li7 tift7I99 /g9 given are subject to verification on not be released or copied unless Dale job site and adjustment to fit job applicable tee has been paid or job Elaine Dail order placed. 1287 NE 100 Street Designer Miami Shensi, Fl. 36 84 Install wall cabinets on the floor. Build 4" toe kick. W3027 W3042 BD12.3 BC42 WA2442L Install wall cabins on the floor. Build 4" toe kick. 48 DISH. 24" W2442R S ALL G at-L, t sTiaU 636i. WT 0 0 36 132 36" t}lhH WA I( BD12 W2142L 48 B12L.2 FWT 36" REFR -2 BD15.3 3 W1242 L W3627 BUTT W2442 R 9 WA24 42L 100 36 84 Install wall cabinets on the floor. Build 4" toe kick. W3027 W3042 BD12.3 BC42 WA2442L Install wall cabins on the floor. Build 4" toe kick. 48 DISH. 24" W2442R S ALL G at-L, t sTiaU 636i. WT 0 0 36 132 36" t}lhH WA I( BD12 W2142L 48 B12L.2 FWT 36" REFR -2 BD15.3 3 W1242 L W3627 BUTT W2442 R 9 WA24 42L 100 TT 12 12 15 494 15 54 341 24 42 30 84 30 / O 0 00 0 ®® ®®® 12 30 84 96 M dimensions & size designations given are subject to verification on job site and adjustment to fit job conditions. This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. golf Elaine Gull 1287 NE 100 Street Miami Shores. R Scab : 12 = V uesrgner Wall A 3 Dwg no 49; 30 54 34; 24 / / 33 All dimensions & sae designations given are subject to verification on Job site and adJusbnent to flt job conditions. 48 132 21 / 39 a 24 0 0 36 / 48 12 / 36 / 24 / 27 This is an original design and must nce be released or copied unless applicable fee has been paid or Job order placed. go l Elaine Goll 1287 NE 100 Street Miami Shores. Fl. 24 - 7 / Scale : 12' = 1' uesgner 84 Wall p 2 96 Deg no. l 12 46 36 k f 27 84 / 30 27 --7 84 96 1 All dimensions & size designations gi en are subject to verification on job site and adjustment to tit job conditions. This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. goll Elaine Gc l 1287 NE 100 Street Miami Shores, Fl. Scale :12"= 1' ueslgner WalIA 8 Dwg no. 1 '. ti PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 11/29/99 Job Address 1287 NE 100 Street Legal Description Lot.6 B1. 1 Owner / Lessee / Tenant 610// Master Permit t 766 Owner's Address 1287 NE 100 Street Phone (305 ) Contracting Co. Best Quality Electrical Qualifier Isidoro Profeta ss# Phone (305)821 -0814 State Ii ER- 00125441unicipal 1 30- 2613926Competency #000018786 Ins.Co. Address Address Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Remodeling ( kitchen) Square Ft. Estimated Cost(value) $ 1 non _ nn 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 acc rate and that all work will be done in compliance with all applicable laws regulating constructio :nd zoning. Furthermore, I authorize the above -named contractor to do the work stated. At Signature of / Contractor or Owner- Builder Date: /99 Notar* as to Onlo4WOAPTolilder My Commis i e it s I S N NUMBER � y e COAMlISSION NUMSEA .c CC561099 T o p ��, ** * * * * * * * * * * *< OF FL& - J C ONE 23;'2QOO t:S F ** FEES: PERMIT 1�L RADON C C.C.F)1A24 NOTARY TOTAL DUE Fire Other . Building Electrical. ;;;O Mechanical Plumbing. Engineerin ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 4 ZG CENTRAL HEATING DISHWASHER RECEPTACLES . 6 A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS 2 /' PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN 1 2;/7J; - ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS EWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS /ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: • AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMAING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RAKE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION . (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL