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501 NE 102 St (3)PROPERTY OWNER Name /lL1tDe5 Ll j4C /J� ( s (!� T s " s / � Address ,50i NE / d .s fRe j41'>97?/ c4 a45, F 6 - 3 3/3 Home Telephone 3d s — -751._ 4 Business Telephone 305 149 _ s66 Fax 1P5— 3s - 1a 95 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 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 submitted 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 PPLICATION Job Address: 50/ NE lOZAI d S7 Awe,.$k cs, FLe &.T44 5313g Zip era g4i-of e 3 ,oA 0( Description of Work Folio Number f Lot W s `� C Block Subdivisio Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. PG PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. —SDI 0 City State ,L{4.N b s-leel 6 c1Or PERMIT APPLICATION Zoning Linear Feet Square Feet Units Floors 1--4 cue of Work a s I • 1 3 Bldg Value 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 Qi\ Page 2 IMPORTANT NOTICES 1. 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 PROTEC'T'ED 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. Alr y e of Print Name ID COUNT OF • 1 1 di/if-Nes ol /I subscribed before me this22 day oa , STAT SEAL: Personally known 1 • it to oP'r'+ ;: NOTARY s!AL DADE jj e, . ANGELA M BECKER ' . ±7 q CO= GSION 4UdaER W' -'b a CC786697 MY co,a;^,Iseion � l ` c OFF \C NOV. 95,/092 OR, Produced Identification STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: FA i <R3s / Z4I . '..iD/ ^D Type of Identification Produced: • . . MM I� DAD PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0314.19 EXPIRES: 04/02/2006 Raul tcoorlguez 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 forth above. APPROVED: 06/05/2001 1 1 SO4S00011pc20001 \templates\notice acceptance cover page.dot Internet nail address: postmaster ,buildingcodeonline .cum MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, surrr. 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-290S CON'rI . C.TOR LICENSING SECrioN (305) 375 -2527 FAX (305) 375 -255x c oN RACToR 1 NFORC ENt DIVISION (305) 375 -2966 FAX (305) 375-290S PRODUCr CON l'ROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office Ilomcpagc: http://www.buildingcodeonline.com Premdor Entry Systems ACCEPTANCE No.: 01- 0314.19 APPROVED EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 0 5 2001 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 in 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 not rep ui a 'cane protection system. 4.2.2 Sidelite: the installation of this unit wil • ' urricanc protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc 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 Acceptance 6.1.2 Duplicate copies of thc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or thc South Flori Building Code (SFBC) in ordcr to properly evaluate the install oft is systcm. Manuc Perez, P.E. Product Con rol Examiner Produc " e ntrol Division Premdor Entry Systems 3 ACCEPTANCE No.: 01- 0314.19 APPROVED EXPIRES END OF THIS ACCE ANCE • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Manuel crcz, P.E., Product Cont Product •ntrol Division JUN 0 5 2001 April 02, 2006 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: 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 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 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 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, then 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 the manufacturer or its distributors and shall be available for inspection at the job site at all tine. The engineer needs not reseal thc copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. xanuncr �lL MyIM7N' u' RE 1MTER INFILTRATION %MERC VAIER INfILIRA110N + a 1 1 DE I REQUIREMENT IS M01 NEEDED IRMIE IN ERM1LRIONM111111111MIIIMMIll • R = IYTIiETA1011 /311© A I 4' MAX r4' MAX 15' MAX O. 15' MAX ❑ C. 15' MAX O.C. A 15' MAX O.C. 15' MAX O.C. 6' ^4AX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD (OUTSWING) 4' MAX—.- 3' MAX 15' MAX 22' x 64' MAX DLO 15' MAX 15' A MAX 15' MAX • 'C' 4' MAX NOTES= 3' MAX_ 4' MAX 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO OUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING.. 8. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL W000 BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR E M I ITM OR WITHOUT A NON- STRUCTURAL 3. ALL ANCHORING SCREWS TO BE 1110 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD 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. --4' MAX 4' MAX- 3' MAX- 3' MAX 87/16'C ON 1s1. HI '8' 313/6'( OH HIN G,E5 313/6'4 MOO 14' MAX 3' MAX 4' MAX 7. DOOR / SIDELITE HEADER, 000R /SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE - PAINTED VITH A WATER -BASED EPDXY RUST INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 9. FRAMES SHALL BE PRE-PAINTED V1TH AN ACRYLIC LATEX WATER- BASED/ WATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 100' MAX 14' MAX 14' L,_ ' MAX/ KVIKSET DEADBOLT MODEL 660 SERIES OR HARLOC DEA0BOLT MODEL 020 r-5 1/2' KVIKSET LOCKSET MODEL OL200 SERIES OR HARLOC LOCKSET , MODEL 100 MA k%,, MAX • 3' MAX—c- 4' MAX- -- LI RFi OUTSVING L.H. OUTSVING n n ;KrrR: —4' MAX 15' MAX —4' MAX 3' MAX 4' MAX— 15' MAX PRINK. a 1&lW 15' MAX 43 1 /16' TOP OF DOOR TO F} OF LOCK 15' MAX 3' MAX UNITS SHALL BE INSTALLED ONLY Af LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY DR OVERHANG TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT 1S INSTALLED IN NON-HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION (11060�6 111 mA to w6 �EMkUR tNIRY YTEMS 111 L lrl LP9t 1110 x 1 1/2' MINIMUM EMBEDMENT (14) PER HEAD 6 SILL, (6) PER JAMB 71LIERNATE= 3/16' PFH TAPCONS ./I 1/2' MINIMUM EMBEDMENT 1/2' EEx OTE BO 1 /16' A MAX I ---4' MAX n 8 x 1 3/4' F.H.w.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPROVED AS CG1!PLYING L11TH THE SOUTH FI 9A g U � OI � ' CDDE DATE D ATE J A n A BY U i._ . / PR00 Tr NTROL D:ViSIO 4 BUlIOl CCCE COMPLIANCE OFFICE PCCEDTAI :CE NO 0 r H. /9 C as (BAIT =001ftat1Ba B '00 RAI PGS t KOWA A 400 SCR(4 Rd .1M1 10 I I 0 A ARO /O=( 4 OR ItAPI(I a[Ylsioa IY wr: rr, n= rtr n All: Rov A.11.0 bur 31- 1020 —EM -0 SHEET 1 OF 6 Irma too C 11 RS Rj INTERIOR SEE GLAZING DETAIL 1/2' GLASS BITE 4 9/16' 1 1/4' 1/4' SHIM MAX GLAZING DETAIL 22• MAX DLO SHERVIN VILLIAMS 85DA EXTERIOR GRADE LATEX CAULK 31 1/4' MAX 29 3/4' MAX 1/8 TEMPERED GLASS EXTERIOR too- MAX SECTION A-A OUTSWI\G 37 I/2• MAX 35 3/4' MAX APPROVED AS COMPLYING %MTH THE SOUTH NW OUILDI 1 JDE BY ,c_rmiwr PROD CT ITROL DIVISIONIO BUILDING CODE COMPLIANCE OFFICE hcCEPTANCE NO0/ — 03 /CI, /9 31 1/4' MAX 29 3/4' MAX OTHER CONFIGURATIONS LIAM ULM NAL rR (XTlM KISS Ott Sill at 10.1 FEInINFTR, um-mem REMDOR N RY.SYS MS IR L JYTIED PIEISIZ.111 6579 / • X DADECCINTT143001CATIONS 1011 El ADDED PAGE 5 (DOOR OPTIONS) AlID SCREWS ID LITE rorts t A ADO OTHER MICR ccetrIGURATIONS liVISEEK 1.1-111 2-1 MTE _)111711. 31-1020—EM SHEET 2 OF 6 1HYIS101 LUNII .10 RS 1 1 80 11/16" MAX 1/4" SHIM MAX 3/4" 79 5/16" MAX SECTI EXTERIOR ° e ° B -B • • e vo ° e eoe ° • o° ▪ • e .•e 2 BY WOOD BUCK 1 3/4" �---- 4 9/16" O INTERIOR CD -1 1/4" 17 -1 1/4" ITEM NO. O PROVED AS COMPLYING WITH THE SOUTH FI,QPjQA guol ' 0 E D TE JIJn o °' BY .,J . , .i .L.. PROD T ITROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 6/ 3 / v. / 9 DESCRIPTION WOOD HEAD JAMB COMPRESSION WEATHERSTRIP WOOD STRIKE JAMB ALUMINUM- BUMPER THRESHOLD TOP CHANNEL STEEL SKIN Pfll YIIRETHANE FOAM CORE BOTTOM CHANNEL WOOD LOCK BLOCK STRIKE STILE HINGE STILE LOCK PREP FILLER PLATE 4'x4' HINGE WOOD HINGE JAMB 1110 -24 x 1/2' F.H.M.S. 1110 X 2' F.H.W.S. MATERIALS LIST (iO FHVS V /MINIMUM 1 1/2 EMBEDMENT DR 3/16' PFH TAPCCNS V/MINIMUM 1 1/2' EMBEDMENT SIDELITE WOOD STILE 118 x 2' F.H.W.S. LOCKSET 1110 x 1 3/4' F.H.W.S. WOOD SIDELITE JAMB 22' X 64' SINGLE PANEL GLASS SIDELITE TRIM (WOOD) WOOD CASING WOOD SIDELITE HEAD JAMB WOOD SIDELITE BASE POLYPROPYLENE LITE FRAME ® 116 X 1 1/2' PAN HEAD SCREWS ®0 PIN NAIL DOW SILICONE #995 PART NUMBER EM -14 EM -25 EM -12 EM -15 EM -09 EM -06 EM -05 EM -10 EM -16 FM -13 EM -26 EM -19 EM -20 EM -21 EM - 22 EM -23 EM -24 DC -1643, ODL -2 LIMITS UNLESS NOTED, FRAC. ' DEC. ANC). EXTRUSIONS UNLESS NOTED, STD. CUWL. T(1'S. FNG INFFR: OR BY R.S. DATE 7 —P9 -97 PREMDDR ENTRY SYSTEMS 911 E JEFFERSON PITTSBURG, KS. 66162 COMMENTS 1 1 /4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE) 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' EM -08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 26 go. C017 i.004 -.000) Pa 911 B � EST HUI a ml' BASF FOAM - DENSITY 2.0 TO 2.5 lbs. /Ft' EM -07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 4' X 9 1/2' MTL. 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) SCREWS THROUGH EACH SIDEUTE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' O.C. THEREAFTER REFER TO ELEVATION VIEV, FORM OF SCREVS USED AND LOCATIONS 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT (2) SCREWS AT EACH STRIKE PLATE KWIKSET BRAND 200 LOCK DR HARLOC BRAND 100 LOCK (4) SCREWS PER HINGE INTO DOOR (5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP MAX I8' O.C. THEREAFTER (5) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP, MAX 8" MC. THEREAFTER 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT TEMPERED GLASS IN POLYPROPYLENE FRAME- DC -1643 - (0DL -2: 1/8' CI EAR TEMPERED GLASS 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT 1/8' x 1' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USEL 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 HP Polypropylene by ODL 1B PER FRAME a E cEEO lI4NGDC TER' IFTER EACH CORNER AND NOT 3/4' LONG NAIL, 4' IN FROM END..MAX 8' O.C. TI$RAFTER, USED ON MULLIONS AN$iRIM B DADE COUNTY MODIFICATIONS A •DDED PAGE 5 (DOOR OPTIONS) LIR. REVISIONS PART NAME: NT R Y 1 I iIeR MAT'L: SCALE 1/11/01 10 -1 -98 DATE 31- 1020 -EM - 0 SHEET 3 OF 6 REVISION LETTER a JD RS BY Ak Armor FW1 1/4" SHIM MAX 79 3/16" INTERIOR MAX 80 11/16" MAX 2 BY WOOD BUCK S I 64" MAX DLO 4 9/16" 2 BY WOOD BUCK r - 1 1/4" 23 EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31- 1020 -EM -0 SHEET 2 OF 6 1 1/4" DOW SILICONE 14995 APPROVED AS COMPLYING WITH THE SOUTH Fl,Q�NA CODE D TE FIN '' , BY i ire.Mr PRODU • C • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01- O 3 K . LIMITS: UNLESS MJTED, FRAC. : DEC = ANT/ EXTRUSIONS: UNLESS NOTED, STD. COM'l. TDL'S. FNF;TNFFR: DR. BY R.S. l DA B - ?9 -97 PREMDOR ENTRY SYSTEMS 911 E JEFFERSON PITTSBURG, KS. 66762 C R A LTR. DADE COUNTY MODIFICATIONS MATFRTAI VAS Pfll YSTYRFNF AnnFn PArr 5 (Enna nPTInNS) 10 -1 -98 A00 SCREvS TO LITE MAKE 1. MATERIAL LIST 12 -18 -97 PART NAME: FNTERGY MATT: REVISIONS STEEL EDGE 5 IDEIITE (C- I SCALE: REVISION LETTER 1/11/01 6 -2-99 DATE JD RS RS R.S. 31- 1020 -EM - 0 SHEET 4 OF 6 BY 4' MAX 15• MAX 0C. ;5• MAX 0.0 I 15' MAX IS' MAX ac. 15' MAx 0.C. 6 MAX 4• MAX 4' MA 15' MAX 4• MAx 3 MAx-' 15' 68 3/4' MAX 15' j_15' _ MAX - MAX 3• MAX 4' MAX -•--■ • --• - MAX • MAX .---3 MAX 3• MAX 14' MAX 14 . r MAX 4' MAX-I L 4 I__14 MAX MAX ^3' MAX OX 4' MAX 4• MAX 4' MA) 15' MAI 15' MAX ac. 15' MAX ac 15' MAX ac 15• MAX aC. 6' MAX 4' MAX O MAX MAX O 3' MAX-... _ 15• — 4' MAX 3' MAX-' 15' 3• MAO •• MAx 80 1 /16' M AX 11 C . AO MA • 4' MAX } 4• MAX 3' MAX 3' MAX 0X0 100' MAX 4• MAX -. - 4• MAX 3' MAx-•. 14 ' MAX r 4 MAX 1- L 14 ' 1 MAX MAX 3' MAX 4• MAX T • MMA 3• MAX 4' MAX R L 80 1 /16' 80 l /16' MAX MAX 68 3/ MAX 4• MAX - -•- -4' MAX 4' MAX 3' MAX 14. 3' MAX-* AX MAX 14 . MAX J L -4• MAx 4' MAX t4• 14' MAXI 1 - MAX� 1 3' MAX-+ 3' MAX 4' MAX 4• MAX APPROVED AS COMPLYING %NTH THE 4' MAO SOUTH FliOlit JU ry wI� IN� E 4 . � DAE BY PRODU T • NT ROL DIVISION 4 OU :DING CODE COMPLIANCE OFFICE CCEPT.aNCEI :O 0 f - 03 /4 /•j •-3' MAX 15 15 IS' - MAX MAX ^3' MAX " 4' MAX 15' FNGINFFR: • MAX 911 E ,EFFERSON PITTSBURG, KS 66762 4• MAX 15' MAX 0.c. 15' MAx 0 C. 15' MAX 13 C. 15• MAX O.C. 15 MAX 0i. 6' MAX 4' MAX u LIMITS: UNLESS NOTED, FRAC. : DEC AN6 : EXTRUSIONS: UM.ESS NOTED, STD C[N1. TOL'S. DR BY J.D. I DATE 1 - - T RP,TI PREMDfR ENTRY SYSTEMS 6• MAX- r•• MAX Jj 1 15' MAX 0 C. 15' MAX 0.0 15' MAX ac. 15' MAX 15 MAX aC LTR. PART NN(: MAT': S 37 1/2' MAX 4' MAX " -3 MAX 4' MAX 3' MAX 14' MAX 14' I • MAX-I L - 1 r4 14 J 1 14 ' MAX MAX 3• MAX 4' MAX X 3' MAX 4• MAX O MAX REVISIENS B0 1 /16' MAx DATE 1 SEALS: 31- 1020 — EM - 0 SHEET 5 OF 6 REVISION LETTER 79 4/16" MAX T 79 M$X 0 0 00 PD -1 PD—I8 00 PD -35 THER _ IR PA \EL STYLES 00 00 BLANK TOP 4 —PANEL ea SL -10 00 00 PD -2 PD -19 T • • 00 PD -36 36" t MAX 00 00 PD -3 111 111 111 00 PD -20 ion PD -37 00 00 6 —PANEL ER SLELITE STYLES 30" d l r MAX 0 0 0 SL -20 SL -30 00 00 PD-4 PD -21 PD -38 4 —PANEL SL -60 SL -50 PD -5 PD -22 PD -39 909 9 —PANEL 00 P D —' PD -23 00 00 00 00 00 10 —PANEL SL -50B SL-69A Dilil 6u6 PD-40 1 00 PD -7 PD -24 00 PD -41 000 000 000 000 000 18 —PANEL SL -698 00 PD -8 1111 I1.1 U ;M11 PD -25 00 PD -42 FLUSH 6 SL -69C SL -25 SL -55 00 PD -9 111 111 PD -26 PD -43 v 0 00 00 00 00 8 —PANEL 00 PD -10 111 111 111 111 PD -27 PD -43A Dd CROSSBUCK 1111 Win 1u1 1111 1.11 00 PD-1I 111 111 PD -28 0 PD -433 SL -300 —12 SL -40 ®9® E�O BOO 12 —PANEL SL -90A PD -13 D -29 PD -30 PITTSBURG. KS. 66762 da l 111 111 4 —PANEL EYEBROV SL-90B PD-14 11\ 111 111 PD -31 5 —PANEL V /SCROLL VAR ENTRY SYSTEMS N SL -90C SL -30B SL -30C SL -70 SL -80 0 0 00 PD -15 0 PD -32 LIMITS UILESS NOTED, URIC : 11 C : ANG : C 1RUS104S: UNLESS NOT[D, STD. OXL T[L'S EN(lNFFR: M P J.D. I WE 1/T5/U1 1 0 0 00 5—PANEL 5 —PANEL 5 —PANEL EYEBROV EYEBROV V /SCRELL go 00 PD -16 PD -33 00 CI 00 D PD -17 littd nr�n PD-34 00 00 0 REVISIQIS LIR. IREV(S10N LEITER DAZE PART kW: PREMDOR DOOR OPTIONS MA11: I SCALE: 31- 1020 -EM -0 SHEET 6 OF 6 P P ELECTRICAL TYl'F. Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16 -20 Ton Pressure Vessel 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. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYI'I' A/C Condensate QTY'. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE 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 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 f/'2- 2-- Building Official Page 4 OFFICE USE ONLY `CHECKLIST ▪ OWNER - BUILDER FORM (Attach) m 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 PROOF OF OWNERSHIP (Attach) ® HRS / DERM APPROVAL (Septic / Sewer) ® IMPACT FEE (New Construction) CI OTHER (Specify & Attach) PERMIT FEES $ bo. ,4a $ A S Dz. (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION la CONDO ASSOCIATION APPROVAL (Attach) BPR APPROVAL (Restaurants) CONTRACTOR REGISTRATION (On File) TOTAL $ q Sp G u ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL ® (305) 795 -2207 o FAX (305) 756 -8972 a http : / /www.miamishoresvillage.com REQUIRED INSPECTIONS APPROVED DATE DISAPPROVED DATE FOR PLANS PROCESSOR NOTES (ATTACH "HOLD" CARD) ZONING ROUGH FINAL WINDOWS & DOORS STRUCTURAL CURTAIN WALLS ELECTRICAL PROD CON REQUIRED INSPECTIONS INSPECTOR'S NAME DATE APPROVED COMMENT: DATES OF DISAPPROVAL, REASONS, OTHER COMMENTS ROUGH FINAL ROUGH FINAL WINDOWS & DOORS CURTAIN WALLS METROPOLITAN DADE COUNTY BUILDING and ZONING 1351 N.W. 12th ST. BOX 52 -655 MIAMI, FLORIDA 33125 PERMIT APPLICATION EXTERIOR WINDOWS, SLIDING GLASS DOORS, CURTAIN WALLS APPLICANT FILL INSIDE HEAVY LINES IBLDG.PERMIT NO. OWNER Edward A Hazzard TEL. NO. 7515188 MAIL ADDRESS 501 N.E.1o2 St Yale Ogron Mfg Co. Inc WSW CONTR. TEL. NO. 88 7 - 8267 MAIL ADDRESS ARCHITECT ENGINEER LEGAL DESCRIPTION OF JOB: OR METES & BOUNDS 123 EXTERIOR WINDOWS EXTERIOR DOORS CURTAIN WALLS 671 Est 18th St Hia. (Approval Signature on Shop Drawings Required) 13&14 n LOT NO BLOCK NO. 93 SUBDIVISION Miami Shores sect s B PAGE NO 15 -14 STREET ADDRESS OF JOB 501 N.E.102 ST. SEC TWP. RGE. LOT SIZE NO. STORIES PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE OF EACH.) One family residence I HEREBY MAKE APPLICATION FOR PERMIT FOR NEW ALTER REPAIR FOR THE FOLLOWING SPECIFIC USE AND OCCUPANCY Replace 9 casement windows with aluminum awning type windows I UNDERSTAND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE FOR THE SUPERVISION AND COMPLETION OF THE CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND FOR COMPLI- ANCE WITH ALL FEDERAL, ATE AND COUNTY LBWS APPLICABLE. (Si gnat re of Con ractor (Qualifier) o(Qwner- Builder Only) DATE ACCEPTED: t V ez, / C'� PROCESS j1 /6 N0. ISSUED BY: CONDITIONS UNDER WHICH APPROVED INSPECTION RECORD INSPECTOR'S COPY FOR OFFICE USE ONLY APPLICANT CLASSIFICATION QUALIFIED TO DO THIS WORK ENGINEER OR ARCHITECT SEAL SPECIAL INSPECTOR REQUIRED PROOF OF OWNERSHIP CHECKED BY VIOLATIONS CHECK: CHECKED BY _ DATE CONTR. CERT. NUMBER CLASS CHECKED BY THIS PERMIT INCLUDES: EXTERIOR WINDOWS AND SLIDING GLASS DOORS NEW INSTALLATION: EXTERIOR WINDOWS EXTERIOR SLIDING GLASS DOORS REPLACE OR REPAIR: EXTERIOR WINDOWS EXTERIOR SLIDING GLASS DOORS OTHER CURTAIN WALLS OTHER TOTAL PERMIT FEE PERMIT I Z�'T7 NUMBER UNITS CURTAIN WALLS 9 563.00 4.50 SQ. FT. AREA YES ❑ YES ❑ YES ❑ DATE: ESTIMATED VALUATION NO ❑ NO ❑ NO ❑ FEE FEE $4.50