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80 NE 94 St (3)BUILDING fV71 Permit Type (circle): $ Value of Work For this Permit Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES State Certificate or Registration No. £ C )6Q 770 Architect/Engineer's Name (if applicable) Type of Work: ❑Addition EAlteration Describe Work: a0,11.0,0AQ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Mia Tel: (305) 795.220., _ 305) 756.8972 NO Lly h E> PERMIT APPLICATI lit . ;_:, q -� r f� FBC 2001 v,:),...h�.,r_i_<. -y , %.1 Tenant/Lessee Name Phone # To NE Q4 County Miami -Dade [New A Shores, Florida 33138 Structural Plan Review. $ Permit No. `J 9 O ` q Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 'go_v a. E4 Phone # Owner's Address 1+V G 6 1/4 %*- City U (1�J CUA aloe State 11- Zip 53/3(g Zip 63l' 3C? Contractor's Company Name M �'141 {JjRo QtO� r J Phone # a"; ) 0139 Contractor's Address ii.2 6 Nut/ 51 'et City b t. State l-- Zip .C3 17f Qualifier Certificate of Competency No. Phone # Square Footage Of Work: J `T o ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ Radon $ Zoning � � Bond $ Code Enforcement $ CO /CC Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent day of Chc 05/13/03 4 3/f 7/D 5 My Commission Expires: Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,20_,by , day of ,20,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: "7/3-Z- Vld / 5 ' 5' (%te Plans Examiner Engineer Zoning Signature continue the permitting process. J Ztamv, 540t,e2/ua BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES: FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT J c a Co 2 Q contractor/owner, picked up 2 sets of plans for (address) g© /Il L qq 33/.f to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to from the Building and Zoning Department on (date) JOB ADDRESS APPLICANT PHONE it APPUCATION SHEET OF MISCELLANEOUS o N 7y s� ce /emu DATE ZO.NI,NG CRITIQUE SHEET PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS BY STRUCTURAL BUILDING OFFICIAL DATE I. Subject to campllancs with alt Federal, State, County.Ydlage mites and regutatUons. Vittage assumes na responstblltty for accuracy otlor resutts treat these plans. 2. This copy of plans must b• available on buHding site or no Inspection wtfi be conducted. COMMENTS / g (T Pcitce_ ke-4 Id 6 I t /C :1* 1 0 141 � Crry ey tq INITIALS Miami Shores Village Building Department Permit - No. — aP ^4q- Job Name BUILDING CRITIQUE SHEET A p Ce3 4A-eAri 3 / 5\v 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Permit No. Bf 09 -qyD Job Name BUILDING CRITIQUE SHEET 5() 3viv OS, Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -940 Printed: 3/7/2005 Applicant: RENE Owner: ECKERT JOB ADDRESS: 80 NE 94 Contractor Local Phone: Parcel # 1132060130300 ECKERT RENE ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Fees: Description Amount FEE2004 -7305 Building Fee $494.00 FEE2004 -7306 CCF $9.00 FEE2004 -7307 CO /CC $50.00 FEE2004 -7308 Notary Fee $5.00 FEE2004 -7309 Training and Education Fee $3.00 FEE2004 -7310 Technology Fee $12.35 FEE2004 -7311 Scanning Fee $6.00 FEE2004 -7312 Builders Bond $300.00 FEE2005 -2873 Renewal /Extension Fee $579.35 Total Fees: $1,458.70 Total Fees111,458.70 Total ReceiptSl,458.70 16W MAR 0 7 PAID Permit Status: APPROVED Permit Expiration: 6/8/2005 Construction Value: $15,000.00 Work: NEW 5 FT CONCRETE BLOCK AND STUCCO WALL AT INTERIOR WEST PROPETYLINE AND REPAIR ON EXISTING WALL AT Signed: (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 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: (Rev. 5/8/03) Miami Shores Village Building Department Certificate of Completion The following address is issued a Certificate of Completion Address 60 /,lz q4 / 7/2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. 6i:a — 1 ty3 Date 7/1--f-\ b ' City Miami Shores State Florida Zip This Certificate of Completion is issued for the above address and permit. This certificate verifies 'that the building or structure has met the requirements of Florida Building Code 106.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: Address 16 A" / q Company Phone # Inspection Date 3 \' L4 5 Date 3 vA 3`9 5 Type Insp'n 0 4i Permit No. 8/ & i 2 Name 4 Approved Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request i,v411 R)÷i/v-j MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date d �- C �� J '' • �,,,� Type Insp'n Permit No. 71 0 5 6 r 9s"--0 Name Address FO /1). " Company .�-, Phone # (918e)a67 ?i 7 � Inspection Date Approved Correction Re- Insp'n Fee Yype n__= Permit No. Name Address Company Phone # Date c6 Inspection Date Approved Correction Re- Insp'n Fee MIAMI SRO. VILLAGE BUILDING DEPARTMENT 305- 795 -2204 O � Building Inspection Request /b MIAMI SHQQES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 1 Permit No. y Name ' "mil' eelteAi Address P A" & q All– Company Phone # (s ') F75 p 3/ 2, Inspection Date 3/0 5 Approved Correction Re- Insp'n Fee , : 9 � Approved Correction Re- Insp'n Fee MIAMI SH4Eg VILLAGE BUILDING EPATMENT 305_ 795 -204 Buildi g Inspection Request Date Type Insp'n T ' Permit No. Name °" t Address kv / El q Company �� Phone # (S S ) ri'-"� Inspection Date. l7 3 4 Date Type Insp'n Permit No. Name Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Request / _, / A- •AA - '7 Time Address 0 ( ^ . 11 Company Phone # 3015' } � 1 0 For Inspector6 17 /C Date Type Insp'n Permit No. Name Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time Address Company JAN\. Phone # 30 S " - �� - O Cl y For Inspectoit / ) 7 / 0-1- d ame & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp' .� Permit No. Name Address Company Phone # pprove For Inspector: Correction Re- Insp'n Fee Name & 0 `"Z 0 0_3__Al Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspecti on Request Date Time 11 ' A 4 6 1 Re.0 : / L Cd' Permit No. Name ,- Address ---, Company Phone # For Inspector: 1 0 , 221 . e ate Approved 1 n Correction Re- Ins o =n Fee ,o?r S{, Date '—" Type Insp'n Permit No Name Address — Company Phone # For Inspector: `^ Name &Date Approve MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ( ❑ Re- Insp'n Fee ❑ / i % i_, 4 /Cy . .I t / Time MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques Date Type Insp'n L l Permit No. � Z 00 V V Time Name Address 0 Company —' Phone # ° OS) D g 3 ' 0 /C / For Inspector; N 0 3 Name & Date Approved / ❑ Correction ��ev 4...i 4.4_6 Re- Insp'n Fee ❑ 44- tr• Type Insp'n Permit No Name MIAMI SHORES VILLAGE BUILDING DEPARTME T 305- 795 -2204 Building Inspection Req Date' D \ Time Address 80 1 \ 1 7 4 Company P Phone # For Inspector: I a 1 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 30- 795 -2204 Building Inspection Reques Date 12= Z'2-' 3 Type Insp'n 12lom 6; n Permit No. 1) 3 3 Z S Approved Correction Re- Insp'n Fee Name q Address O O me- q __, M �T , n Compan (3—AD u - c 1 Q / V - C'(�,L--' Phone # SDS ^ 23 1 r SAD 3 - " Inspection Date \2rZ .5—c3 Dat Type Insp'n Permit No. Name Address 3Q Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requ Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B iding Inspection Request Dated / 0 Time Type Insp'n Permit No ')L ? N Address ZS � �� a n 9'U Company C i�� - 3or )g-^ a / C For Inspector: ( /Z'6 /3 Name & Date Approved Correction Re- Insp'n Fee )6'os-zk I)L 4' 441 Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time Type Insp'n Permit No. ( Address Company Phone # For Inspecto : Name & Date Approved I ( Correction / L / Re-Insp'n Fee 0 • /"P/ 5r t / - Z (- "i /41 7 ro t4 — e--/d•cool7 e 5Y-4017 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requ Date C I` Y ®j Time Type Insp'n 4 / Off` r 7 Permit No. .2.0C-) — Name a e Address p , 9'y C Company & +7 Phone # ' ✓ j— e < �y >%2_ For Inspector: Name & Date Approved L�J Correction ❑ �''i e> , e°,7 Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE 111 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 ` Time Type Insp'n �� a� Permit No. oZQt3 /' �1 Name A Address go Ne / Company E1141-J4 Phone # 3 Q DJ 3� �— / 3 17 For Inspector: 7 . . / 9- Q Approved Correction ❑ Re- Insp'n Fee ❑ Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 ' ,-oz Tiime Type Insp'n A1��c4,1/A Permit No. Name (� Address q° u1) C 9 '7 Company ,K/ Phone # VS 30 9° P3 0 7 For Inspector: 7 . / 0..4 -' Name & Date Approved Correction Re- Insp'n Fee ❑ �F, Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reque Date \8 \ °3 Time 11-0 415 oar meg Address 80 /v fl 9t S7 Company Phone # °�, For Inspector: Fume & Date Approved ❑ Correction Re- Insp'n Fee ❑ Ai © o - 1015 or' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building - inspection Request — Date cN 6 \ Time \` Type Insp'n // b9A /y Permit No. �-) P ®? 17 88 Name W Address 80 Ni S7 Company Phone # For Inspector: C °' ame & Date Approved ❑ Correction Re- Insp'n Fee ❑ �d o lo is or 11'00--- MIAMI SHORES VILLAGE ( 1)- ; s. i,�S BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp Permit No. Name Address eo Alf %7 .f r Company Phone # For Inspector: 5Ca\a 3 Correction Re- Insp'n Fee mm‘l 1 � r , i'f - C r w Name & D C(' Company Phone # For Inspector: Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date — Time Type Insp' Permit No. Name --- Address v�1� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time Date Type Insp'n Permit No. Address Ze 1 1\17 r X I-4 Name t.4 — 'Company Phone 4( For Inspector: Re- Insp'n Fee (a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 cc Building Inspection Reques Dates 1 Time Type Insp'n Permit No. Address 2 6 h Company # For Inspector' ig 1 D3ame & Date Approved Correction Re- Insp'n Fee Type Insp'n Permit No. N Address Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Reques Company CY Phone # For InspectoiT /31p3 -Name & Date f • - T - Approyed Re-Insp'n Fee Time PROPERTY OWNER New Construction t ats - .r:�:,' v • _.:.• Enclosure 41 lftiil -7 .1l.'1- .) Home Telephone 3 <$'— -11 V^ 0a 44 Address Business Telephone 50s-....9F57,_ j G (Z Telephone Fax Qualifier Name License No. PROPERTY OWNER New Construction Name /1 0 %T T, r .) a I E `tC Enclosure Address ' Al 4 cf" S � Tr M.h nit. S todrt s F1. 33(3B Home Telephone 3 <$'— -11 V^ 0a 44 nC�. L t Av rZ- i G� "��`1 r e Business Telephone 50s-....9F57,_ j G (Z x (17 Fax 17 os 8 4 S` W zC/e Fax SO S - -751- "7C 4C. ENGINEER New Construction ,{ Name MA 6 AMPa rc LA.... Enclosure License No. A. 2 110 7 y Name nC�. L t Av rZ- i G� "��`1 r e • - Alteration Interior Fax SO S - -751- "7C 4C. License No. Relocation of Structure Shell Only Address " WI i &III lgi (l - 7w 3 r' 3a'' = :' Telephone 30 r ' 2c 5 7-p S Other Fax 10S- GIS•`4104 ARCHITECT New Construction ,{ Name MA 6 AMPa rc LA.... Enclosure License No. A. 2 110 7 y Alteration Exterior Address 31 N 9 Z" S Tuts 0 4 1 Pont ° I 4.o►vr 4 3 3 1 3 l' Telephone .3 G t s . .'7 S Li . 2 b i e. Alteration Interior Fax SO S - -751- "7C 4C. Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior x 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. Job Address: 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. APPLICATION go NE get s rn;p04 korts f: . 33 I3e PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City State Zip Folio Num 1 .3 Z �o" d 3 Description of Work V V (-to a S W < Lot 1(z f €trottz 5 Block Subdivision PB1b PG 7 0 Zoning Linear Feet Current Use of Property S 1 10 4 t. icia L, Square Feet 31 1 '5 Units Floors Proposed Use of Property SI '‘ NE' Me ' i ll Value of Work 1Z 1 (An Bldg Value Tenant Information Tax Assessed/Appraised Value PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection AILA h (i. /a,„.0 Hz► -c.c t. y Flood Zone Master Permit No. 7.,2®6X..- f 7e? Subsidiary Permit No. X PERMIT APPLICATION vol Base Floor Elev. 1- I/• 27 pc, d l� Page 2 11IPOR'I'ANT 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 constriction 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'(DE✓RM),and/or Miami -Dade Waterand 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 all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that sWate: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. STA r OR . UNTY OF MIAMI -DADE Signature At e (moo It_, Print N e (� Sworn to and subscribed before me this ( day of Signatur of Notary SEAL: 2 MARGARITA GO AL Notary Pic • Stain of Wilda My Commission Was Re 1. 20 4 Commission # Oc904197 Signature of Contractor / Qualifier Print Name SEAL: oduce• dent' can Personally known Sworn to and subscribed before me this Signature of Notary Public - State of Florida PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE day of • • OR, Prodiited Identification• anon Produced: n• pt. W 410 - 0(8 - 65 - 350-6 Type of Identification Produced:' • ELECTRICAL TYPE Minimum Fee QTY. TYI'I? Dryer Q'I'V. FVI'F. Outlet, Appliance Q'I'1'. TN PI Service Repair (yr). A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent 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 N'IECHANICAI. TITS QTY. Minimum Fee TYPE QTV. Condensate Drain TYPE Generator QTY. "TIT Q'I'V. Refrigeration, Tons 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 Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPI? A/C Condensate QTY. 'l'Vn: Drains, Roof QTY. TN PE Miscellaneous Fixture QTY. 'TYPE: Soakage Pit Q'I'Y. 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 D: Zonin; „e/ /,, 1 - / , Electrical I il�MA�■ =ME Mechanical Plumbin _ 1N �_ -o Fire `V, Iligni � - Public Works Structural 11 Wen" Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) O OTHER (Specify & Attach) PERMIT FEES $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 so-vo ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ 1 ° � r $3 o $ rl 'k (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) $ $ (sq.ft. = x/1000 x ¢.60) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) $ ° ° _1-9 r-1 1)-s, 0),_ 1 ��- q� 9 TOTAL $ 503 c )c) � REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com • • • • • • • • • • PERMIT APPLICATDON :FORMIAIVI# S #IORES VILLAGE 10050 N.E. 2nd Avenue; ManiSho }ses, I loriclte 3J)38.305- 795 -2204 Date Job Address 06 N e 94 s Tax I� • ;ol io .:. 3 2_ 6 � D / 3 030 D • • • • • • /,, `� • • • •• • : : • . Legal Descriptiod 3 / /'l (ea 3 _ : Hisl3ricaZlybesignated• • Yes No • • • Master op68 ter Permit # ' U • 6) ;• • Contracting Co. Qualifier State # 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 INSPECTION. Permit Type (circle one): BUILD / Tc' , l ING ,// /� ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: ii/ au V'V / L � "'-' (e -F n OM k E 9 Ef Square Ft. Estimated Cost (value) U/L!J 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 above, and on the attached addendum (if applicable). 1 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 construct. nd zoning. Furthermore, I authorize the above named contractor to do the work stated. Notary My Co Signature of owner and/or P . • • • • Address • • _ NY C� 6V._S c d SS# Phone 303 1 L Municipal # ner an ssion Expir FEES: PERMIT 7 RADON U 6'r, s4 rn VO I PC_ g6 tie /s ••.__: sident Date :. j."`" - "N',•-.. LUIS MONTERO ;•; Notary Public - State of Flon .., i .1. My Commission Expies Jan , y : ./ (117 ..,,�� . omminsion # DD084' ` ol= r ggh By National Notary AssnAlte APPROVED: Zoning Building Mechanical Plumbing 03//2/0 %")LO • Competency # E -14 6 2 Ins. Co. IQG 3 i /O ) Signature of Contrac o /df Own Builder Date Notary a My Com I �,a , ,, LUIS MONTER • y'�� Nota Public - State of 1.T , r '�� t(�t°94ii' Evies 27, .• t r "`� : Commiaaion i DD084905 Bonded By National Notary Assn. ssr NOTARY Date BOND TOTAL DUE Electrical Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/26/2003 Applicant: Owner: WOLFE JOB ADDRESS: 80 NE 94 Contractor TECO PEOPLES GAS SYSTEM Local Phone: 957 -3857 X7383 Parcel # 1132060130300 Plumbing Permit Permit Number: PL2003 -87 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT p4c± ez Total Fees: Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 9/22/2003 Construction Value: $600.00 Work: NEW NATURAL GAS SERVICE FROM NE 94 TO 80 NE 94 ST MIAMI SHORES 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. 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 perforn and approved by the proper municipal authorities. This Permit may be revoked at and authorization. A further condition upon which this permit is granted is the understandi ordinances and regula ions pertaining to the work covered hereby whether shown on by his agents se an or employees. Sign , � In conside ti n�.� a 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, or e oyes. Signed: (INSPECTOR) (Contractor or E AUGUST ST Contractor's Address: THE PERMIT CONNECTION INC. MONICA A. NUNEZ P.O. BOX 366 PH. 561- 706 -7201 FORT LAU ' RDALE, FL 33302 -0366 4F 111 It!D Washington Mutual NOTES Washington Mutual Bank, FA Boca Raton/Town Center Financial Center 1768 5950 Glades Road 1 -800- 768-7000 Boca Raton, F.3343 24 hour Customer Seri Page 1 of 1 426 '8413 Li. 488433: 7:611' L 769 63- 8413/2670 4884338 GATE 1769 DOLLARS • 8 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2003 -87 Printed: 3/26/2003 Applicant: Owner: WOLFE JOB ADDRESS: 80 NE 94 Contractor TECO PEOPLES GAS SYSTEM Contractor's Address: Local Phone: 957 -3857 X7383 Parcel # 1132060130300 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT c ezD Permit Status: Approved Permit Expiration: 9/22/2003 This Permit is granted to the contractor or builder named above to con ordinances pertaining thereto and with the understanding that the work w and approved by the proper municipal authorities. This Permit may be rt authorization. A further condition upon which this permit is granted is tht ordinances and regula ions pertaining to the work covered hereby wheth by his agents se ant . or employees. Sign In conside -ti ' e issuance to me of this permit, I agree to perfoi with the plans, drawings, statements or specifications submitted to the myself, my agent, • . e or e oyes. /e 69 Signed: (( (INSPECT Plumbing Permit AUGUST ST Construction Value:. $600.00 Work: NEW NATURAL GAS SERVICE FROM NE 94 TO 80 NE 94 ST MIAMI SHORES If there is no permit package accessible on the job -sP* nr inspectors to verify, there will be no inspections. fee is $50.00, which must be paid in advance before cal saV11Oa Cy - Page 1 of 1 c1 a, 6 Total Fees: -$9-99 $0.00 Total Receipts: Re- inspection 6 9L t or3 L 11 17 - E7 '11/ Nos , eumeno )nog re e con ld 'uo)e 000L9aL.009-t Peo sae a • 991t )a)uaa loloueuy muao uMa o)a e3o V n,y 4 )IU 9 pen) uo)8 92 5310N .K+ 9x66991' OL91 /6169 —c9 Ien ;nw uo3uiyseM obi 99E0 it '31vati nvl 11:1Od tO L 'Hd 99E X09 'O'd '31%11 NOI.LO3 NOO 1IWa3d 3 HI 1 . �l rl 3 ' O ITEM BATH TUB UNIT FEE ITEM .. • • • • • • : : SWITCH CUTLETS •_ i ■• • pity • ; • E E E • .. ITEM SPACE HEATERS . UNIT FEE, BIDET LIGHT OUTLETS: , • • . • • • .. ••• CENTRAL HEATING DISHWASHER RECEPTACLES 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 PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS - CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 hP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP - FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS HATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION HATER SUPPLY TO: AIR CONDITIONERS ' A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS ' HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER-WELL PURPOSE • SWIMfi1ING POOL - „ OUTLETS COM AERCIAL WATER SERVICE SIGN TUBES ;EWER CONNECTIONS SIGN TRANSFORMERS ITILITY -SEWER SIGN TIME CLOCK ITILITY -WATER FIXTLRES SEPTIC TANK ANTENNA ELAY TELEVISION OUTLETS . RAINFIELD, 4' TILE/RES. VIOLATION UM' & ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. ATCH BASIN ' ISCHARGE WELL OMESTIC WELL REA DRAIN )OF INLET JLAR WATER HEATER IRE STANDPIPE ' )CL PIPING 1WN SPRINKLER SYSTEM LS RANGE :TER SET (GAS) 1S PIPING ADDENDUM TO BUILDING PERMIT APPLICATION • . • ... . . . ... (AN' APPLICATION FOR BUILDING PERMIT MUS? AC PAin•T•uIS :ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED', THE OWNER'S NOTARIZED SIGNA TRE•N$rA NQT:BE:k4ISENT ON SUBSEQUENT APPLICATIONS.) r , PLUMBING E L E C A L• • • • • . • . ... MECHANICAL 75' -4 f SCALE: NT S DRA1 1N BY L!11 C'ONSR UCTION NOTES: A TLA.S': AI 5 25' TIE IN TO CAS MAIN. NE 94TH STREET 6" PLASTIC GAS MAIN r 5 CONCRETE SWALE ' 5' SIDEWALK SR AO PROPOSED 1/2" P.E. (80) P SET RISER 1. ALL CAS PIPEL /NE CONSTRUCTION TO FOLLOW TECO PEOPLES GAS STANDARDS. 2. TRAFFIC CONTROL SHOULD BE AIAINTAINED AND COORDINATED 11'/TH THE APPROR /ATE COVERNAIENTAL AGENCY. 3. ALL DISTRUBED ASPHALT/CONCRETE/SOD AREAS TO BE RESTORED TO PRIOR CONDITION, UNLESS OTHERWISE SPECIFIED. • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • ... • • • • . • ..• .. • • • • • . ... .. • • ... .. • • • .... • • ... ...S • •• •• • .. .. .. • • ............ PROPOSED NEW 1/2" PLASTIC GAS' SERVICE 80 NE 94 .S'TREET. MIAMI .S'HORES' FLA 75' 48 HOURS' BEFORE DIGGING CALL SUNSHINE 1 -- 800 - 432 -4770 DATE: 3/12/03 SHEET: 1/1 .0: 13990 75' TIE IN TO CAS MAIN. NE 94TH STREET 6" PLASTIC CAS MAIN • • • • • • .. • • • • • • • • • • • • • • • • • • • • • . .. • • • • .. • . .. • • • .. • • • • • • • • • • • • • • • • • • • • • • • • ... • • • .. • • • .. ... .. • . . • • • • .. • • • • • ... .. 44 irk 75' 25' CONSRUC'TION NOTES: 1. ALL CAS PIPELINE CONSTRUCTION TO FOLLOW TECO PEOPLES CAS STANDARDS. 2. TRAFFIC CONTROL SHOULD BE MAINTAINED AND COORDINATED WITH THE APPRORIATE COVERNA /ENTAL AGENCY. .3. ALL D1.STRI /BED ASPHALT /CONCRETE /SOD AREAS TO BE RESTORED TO PRIOR CONDITION, UNLESS OTHERWISE SPECIFIED. ATL AS: AI • 5 S'C'ALE: N T,S' DRAWN BY: L %lI r S CONCRETE 1 1 ' SWALE I 5' SIDEWALK PROPOSED 1/2" P.E. (80) SET RISER 52rw cia 48 HOURS BEFORE DIG'G'ING CALL SUNSHINE 1 -- 800 -4.32 -4770 411 \ \\ }! PEOPLE GAS PROPOSED NE11 1 /2" PLASTIC' GAS' SERVICE 80 NE 94 STREET. MIAMI SHORES FLA DATE: .3/12/0.3 .S'HEF. T: 1/1 J0: 1.39.90 PROPERTY OWNER Name A c J T • W (F� Addre q ss , N ,E —1 +h s-E u en 1}M. SV1orfS 'F , � 33138 Home Telephone 3 0s- ` - 7 S Lo — 3b C t 9 Business Telephone 2 0S _ t V e —. 6 g i Z x k 27 Fax - j05 ebs_ 2z2.ce TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolis h Relocation of Structure Shell Only Foundation Only Add'l A :tachment Other Add'I Detachment Other tAWn INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: APPLICATION I Master Permit No. Subsidiary Permit No. IV PERMI Step 1. 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 APPLICATION Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures ust be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing ap ilication 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 f, processing. During the processing of your application, you may be asked to submit additional information. x Job Address: BO N 1+ vl 5 N. �t A fl s S L10 r E S F l 3 3 1 3 8 \ Address Apt. City State Zi ' 1 Folio Number ( t — 3 G — O 13 - 0300 Description of Work E CH E _ I �}� Lot 1 ir2 \ EA 3 Block 3 7C Subdivision PB PG Zoning Linear Feet Current Use of Property 1 Square Feet Units Floors Proposed Use of Property KVa1ue of Work $ t 9 l S 0D Bldg Value Tenant Information '"' 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 Ouf r') 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 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. Au3u& T ()o(R, Print Nam , _ / 1 Print Name S rn to and subscribed before me this Signatur b is - State of Florida SEAL: SEAL: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida PERMIT APPLICATION Personally known OR, Produced Identification ✓ Personally known OR, Produced Identification Type of Identification Produced:P - 2— �L 6 lD D f a ‘3-3...s 0 Type of Identification Produced: ELECTRICAL TYI'E Minimum Fee Q "I'Y. TYPE Dryer QTY. TYPE Outlet, Appliance QT\. TYPE Service Repair Q "I'Y. A/C Central 1 -3 Ton A/C Wall/Win. Tons Fan Paint Booth Outlet, Wall Service, Temporary Piping, Flammable Liquid A/C Central 4 -7 Ton Fire Pump Fire Sprinkler System Outlet, Switch -- Signs Bath Fan - Vented, # Fireplaces, Number of A/C Central 8 -15 Ton -- Fixture - Fluorescent Oven Space Hater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Ho: 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 Sewer 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 H ester Dishwasher Low -volt, Television Service, Number of Amps Water Heater New 1vIECHANICAL TYPE Minimum Fee QTY. TYPI'. Condensate Drain QTY. TYPE Generator QTY. •I YI'1: Refriger : tion, Tons Q'I 'Y. A/C Central, Tons Cooling Tower Heating Strips, each -laME I, Cost Bath Tub A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilati n, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping -- Sprinkle Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel -- - PLUMBING TY A/C Condensate ()Ty. TYPE Drains, Roof Q.LV, TYPE Miscellaneous Fixture QTY TYI Soakage Pit Q . I . Y . Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkle - Repair Cap - Fixture Fountain Pump and Abandon Sprinkle - 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 H ester 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 T APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond 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.) $ (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE z PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/20/2002 Applicant: AUGUST Owner: WOLFE JOB ADDRESS: 80 Contractor Local Phone: Parcel # 1132060130300 Signed: NE 94 Building Permit Permit Number: BP2002 -1450 WOLFE AUGUST ST Contractor's Address: Permit Status: Approved Permit Expiration: 2/16 /2003 Construction Value: $1,985.00 Work: INTERIOR REMODELING REMOVING WALL UNIT Pagc 1 of 1 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. (INSPECTOR) BY: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Fees: Description Amount FEE2002 -4627 Building Permit Application Fee $60.00 FEE2002 -4628 CCF $1.20 FEE2002 -4629 Notary Fee $5.00 Total Fees: $66.20 Total Fees: $66.20 Total Receipts: $0.00 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 application 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 the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, sery or employee 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 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: , C - (Contractor or Builder) BY: AUGUST T. WOLFE 350 NE 90TH ST. 305 - 756 -3899 MIAMI, FL 33138 ORDER OFE 7 Vv1. ` Cl V• E J Y t 11 , I $. .... G c.2,o Q19 ` WashingtonYlllutual NOTES Washington Mutual Bank, FA Miami Springs Financial Center 1756 4475 NW. 36th Street 8 1 -800- 8.7000 t pnngg, P► 66C 4 _ a t(I n Se — 1:26 7084 L3 L1:38 Ht4 20 29 2u170' 63- 8413/2670 468 3874202927 V DATE e (Z f oz DOLLARS 8 n.. • • I • •.■ x06010e129e29 Operation of motor vatic* constitutes consent to anysodietytest required bylaw. • The Sunshine State LICENSE NUMBER W410-018-63-350-0 AUGUST THOMAS WOLFE 350 90TH ST EL PORTA!, FL 331311-3130 RIM DATE SEX HOT. REST. ENDORSE. 09-3043 M 5.09 ISSUED EXPIRES 094201 09-30-07 DUPUCATE 00-00-00 SAFE DRIVER ATTACHMENT "A" TO MIAMI SHORES PERM APP CATION DATED 8/15/02 (80 NE 94TH. S 1). REMOVE #2 SMALL KITCHEN SINK / STOVE UNIT PER DIRECTIVE AS NOTED ON RE- OCCUPANCY INSP. DATED 8/6/2002 . 2). CONVERT SAME KITCHEN NOOK TO CLOSET BY FINIS ZING WALLS AND INSTALLING BIFOLD DOORS PER DRAWING.1 ENCLOSED. 3). REMOVE 5 EACH AIR CONDITIONER WALL UNITS AS IDENTIFIED PER ENCLOSED DRAWINGS , AND CLOSE 5 W LL OPENINGS WITH MORTERED CONCRETE BLOCK , STUCC EXTERIOR AND FIR AND WALL AND PLASTER INTERIOR T MATCH EXISTING ADJACENT SURFACES. 4).REMOVE 4 EACH CONCRETE GRATINGS FROM NORTH WINDOWS AND FINISH WINDOW JAMBS WITH STUCCO. 5) MISCELLANEOUS STUCCO REPAIR TO EXTERIOR TO MA CH EXISTING ADJACENT STUCCO FINISH . 6). REPAIR CYPRESS BOARD EVES . REPLACE DAMAGED W OD AS REQUIRED. 7).MISCELLANEOUS PLASTER AND WALLBOARD REPAIR THROUGHOUT INTERIOR TO MATCH ADJACENT PLASTE SURFACES. CONTRACTOR : " 't Address (), tQ .. 9q. 5 t i l k , /km S L (l r f S( 3 ( Home Telephone 3c - 7 �l (— 6 _ 3 ?Cl' License No. ? gy- Fax � _ U S - 2 i-( p Address Repair Telephone Fax Qualifier Name Demolb h PROPERTY OWNER Name y� �l l � Ci :i t 7 W a ( r ;� t' Address (), tQ .. 9q. 5 t i l k , /km S L (l r f S( 3 ( Home Telephone 3c - 7 �l (— 6 _ 3 ?Cl' Business Telephone 3v5— - -- 7 hone oa 4- ? gy- Fax � _ U S - 2 i-( p TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolb h 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 s'gned 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. APPLICATION Job Address: —$ctice 80 e 94+14 5 t Address Apt. 1 3 2_0c, - ot3 - - 0300 Lot 1 �Z 4 le 3 Block 3 Subdivision IN RO% Sat, S EC.. ` PB tO PG 10 Folio Number Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Description of Work PI t Z 4 Xt S t !v r( )C \ Po0 rs Pc( Pt dh's , T (� rd .-JCt A fpoJA- I Oda Zoning PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. M .A Sku� City Linear Feet Square Feet Units Floors Value of Work F■ State PERMIT APPLICATION a [/ 33(38 Zip Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 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 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. Y OF MIAMI -DADE ,i -/', lt • k- Signa � U5 k Print Name Sworn to and subscribed before me 7_c307 . 1 03o I VE Si_ ature,/ Notary Publi SEAL: day of 5 RGARITA GONZALEZ Notary Public - State of Florida My Commission Exp s men 1, 2004 Commission, CC9r 4197 Personally known /\ OR, ' oduced Identification Personally known OR, Produced Identification Type of Identification Produced: 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 Type of Identification Produced: ELECTRICAL TYPE, Minimum Fee Q"I'1'. TYPE Dryer QTY. TYPE Outlet, Appliance Q'I'Y. 'I'YPI{ Service Repair Q'I'Y. A/C Central 1 -3 Ton - Paint Booth Fan Air Handler, Tons Outlet, Wall - Piping, Flammable Liquid Service, Temporary Fire Sprinkler System A/C Central 4 -7 Ton -- Fire Pump Fireplaces, Number of Outlet, Switch -- _ Signs Repair A/C Central 8 -15 Ton Fixture - Fluorescent 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 Sewer 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 TYP E Minimum Fee QTY TY Condensate Drain QTY TypE Generator QTY ' rypi: Q • I ' Y Refriger tion, Tons A/C Central, Tons Cooling Tower Heating Strips, each -ICITEE , Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilati i n, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping -- Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel -- _ PLUI\'IBING TYPE 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 Sprinlder Srtem 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, Su pply INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. Page 3 RECEIVED AND REVIEWED BY: DATE: PERMIT APPLICATION Page 4 OFFICE USE ONLY CHECKLIST ❑ 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 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) 75. V $ d0T $ I , - 0-/ ( sq.ft. = x/100 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 / sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ v ISSUING OFFICIAL DATE: CONDI'T'ION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Applicant APPLICATION Fd CERTIFICATE OF RE- OCCUPANCY Buyer Seller Comments: to re- occupy the single family residence known as : (address) g/9 Legal Description: Lot: 44 3 r g. r z- , / Block •3 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 hhat any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only thst 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. Print Name ************ * * ************************= x******* * * * * * * *t * * * * * * * * * * * * * * * ** * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Application Fee (S50) paid: Cash Inspected by: ./e Realtor I Company Name Approved Check No. PAGE I OF 2 , Miami Shores, Florida. hereby apply for a certificate PB &PG: 1o7� Denied Date, k 2`4z 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 Development and Zoning Code and that such property may be re- occupied by the above applicant for single -family residential. purposes. 12 �� • "V 13L 2 & 5.cfp defy , 6/-061-e 6Ci©d 5-7-r4-'`'b4ax c� c�� o Grp CERIIk OF RE- OCCL c' THIS CER I U ICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY IvIIAIMII SHORES VILLAGE AND HAS BEEN DETERMINED-TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF TEE- 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 INTERES i El) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DE. t h.RMLNE THE CONDITION, THEREOF. PAGE 2 OF 2 Date of Certification: JOB SITE: TYP" OF RET CODE SECTION PAGE LOCATION. F-4/ fie Cat friple " 15 $ee. 3/A2 2" rece 55 ess ,Or) Sec, 3 k re n-4 i prpr, tva-lt d/rec-/ ven 1 iet 56reemed trod 417 1- FE — ffa Arg 94- sh (Tc-z) toil/idol-4LS does,,i1 5,4 and-er 1-he- is /7.0 04 /o he ,) Are it-re-t-6$ ? Pror SheA-0- se) b. yet/ails 5 e-oe 3/d-e. (>5 • CCE.2.2M Dra A pul y I4 zu; I 36/ et I 644 fa fee. 3 xL5 A'? 4:4.11,1ye 5 PK V e4, 5 7'M-1 irr w; 1 1 CC) C-em S 1KU c-11'cryt e .de)--er-. • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/19/2002 Applicant: Owner: WOLFE JOB ADDRESS: 80 Contractor Local Phone: Parcel # 1132060130300 NE 94 Fees: FEE2002 -6552 FEE2002 -6554 FEE2002 -6555 FEE2002 -6556 Description Building Fee Buildier's Bond CCF Radon Total Fees: Amount $190.00 $300.00 $7.20 $6.00 $503.20 Total Fees: $503.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 5/18/2003 Work: Enclose existing two car garage and hallway with If there is no permit package accessible on the job -site for inspectors to verify. thArA will do rte. - -- fee is $50.00, which must be paid in advance before calling for This Permit is granted to the contractor or builder named above to construct the I ordinances pertaining thereto and with the understanding that the work will be perfo and approved by the proper municipal authorities. This Permit may be revoked at a authorization. A further condition upon which this permit is granted is the understan ordinances and regulations pertaining to the work covered hereby whether shown of by his agents, servants or employees. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work c with the plans, drawings, statements or specifications submitted to the proper author myself, my agent, serv. • . • emplo Signed: ►�` j,� (Contractor or E Building Permit Permit Number: BP2002 -1988 AUGUST ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Construction Value: $1,200.00 PAY TO nil: ORDER Ui _ AUGUST T. WOLFE 350 NE 90TH ST. MIAMI, FL 33138 -3126 Washington Mutual Washington Mutual Bank, FA Miami Springs Financial Center 1756 4451 NW 36th Street 1 - 800 - 71164000 Mi i Springs, FL 33166 24 hour Customer SCMCe 2 � L MEMO V� A` -f �J'r" � /�• Page EV I ___ IELU/ � 5 ': 267084 L3 Lr: 4884837506 P L 1 of 1 1 11 1 1 d n r Ct a l_r1 -7_Z_-i 4) 7i0 63- 8413/26 4884837506 DATE / C �z 389 -7 2 ,2 0 DOLLARS U ,.,.,m..• M C TOMER :a r;:d ..:...: t i . 7-.. f ? E'J__DE G AN "CN:1Z 1 -r: Ph. (20c i 7 5-2 X: ( ) -_-. ETEDING p i /C~Ni A ?.S R iSi3z1'IC:`{ C- OE.; S T Copy of STATE OF FLORIDA • = _Q ICN (DER) :_ SEIZE REGIST? _ON AND D. DE C UNrY CCMPEMNCY LI C.cv of current CCCUPATIONAL LICENS _ _ business is located. Certificate of Insurance for Lr _MTTY (address f to Miami Village). Shores Certificate of Insurance for ;'S Opp ac • (addressed se% to ShoresVillage) or if exempt. State of Florida LES Form EQf -204, Construction 7 ^W:st= i Notice o Election to be Exempt. Miani � `, t PLEASE SUFHIT Err.7..YLMG C:ECCD OFF Peennit Application (signed by person performing the work, licenseft contractor and the property owner, both signatures notarized) . Tw+o sets of plans /drawings signed and sealed by registered arctite or engineer. Occupancies by Grot.p. Classification rnList be on pl - and cerait anplicatjon. All plans must include folio number and pro address.. Amended plans, in addition to the above, must also inclu'e the permit number. S'trucbnal Calcilations signed and seed bv=re c_ engineer when applicable. . Current survey of the property. C ztificate of Elevation signed and seated by Scrveyor. VOliabsbintial Improvements Checklist (contractor or owner) . Four sets of energy calculations, signed and sealed Tw sets of signed & sealed Truss Ply ( g i `_) . LADE County or State of Florida Products peas for roof materi sheds, windows, exterior /garage doors, al tine= car_ owls, screen enclosures, shutters awnings, skylights, french doors and etc. /1' P^pr9vals from ERS, County- Impact -Fee Section, Fire Depaemen t a z° th Department When aeo1ic^_e) . DEM — Warranty Deed or Other Proof of Cwt r hip if necessary. .,_ Sa Review fee 'Se),O d #' ygs7 p kiw Notice of Commencement • • • • Prepared by and return to: Richard A. Golden, Esquire KRAMER & GOLDEN, P.A. 12000 Biscayne Blvd., Suite 500 North Miami, Florida 33181 File #455 -02P WARRANTY DEED (Ind - Ind) (Statutory Form - Section 689.02 F.S.) THIS INDENTURE, made this 1 v day of AUGUST,2002, between KATALIN BIRKOF, a single woman whose post office address is 12105 N.E. 18TH AVENUE, MIAMI, FLORIDA 33181, hereilafter called the Grantor *, and AUGUST WOLFE and JACQUELYN WOLFE, husband and wife whose post office address is 80 N.E. 94TH STREET, MIAMI SHORES, FLORIDA 33138, hereinafter called the grantee *. WITNESSETH: That said grantor, for and in consideration of the sum of TEN AND NO /100 ($10.00) Dollars, and other good and valuable consideration in hand paid by the grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold, to the grantee's heirs and assigns foreN.er, the following described land, situate, lying and being in MIAMI -DADE County, Florida to wit:' Property Folio No.: 11- 3206 - 013 -0300 Lot 1 and 2 and the East 1/2 of Lot 3, Block 3, of MIAMI SHORES SECTION NO. 1, acct riling to the Plat thereof as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. Subject to restrictions, reservations, easements and limitations of record, if any, rovided that this shall not serve to reimpose same, zoning ordinances, and taxes for the current year and s bsequent years. Said grantor does hereby fully warrant the title to the above described property, an will defend that same against the !awful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the above written. Signed, sea ed'andielivered in the presence of: Signature of WI ess\ Printed Name: Signature of Witness Printed Name: State of Florida County of MIAMI -DADE (Signature) * "Grantor" and "Grantee" are used for singular or plural, as context requires. The foregoing instrument was aknowledged before me this \day of A GUST, 2002, by KATALIN BIRKOF, a single woman , w 6 personally known to me or who have produced A VALID DRIVER'S LICENSE, as identification -nd - who •id�t ke an oath. (Name of Notary, Typed, Printed or ,1., (SEAL) KA ALIN BIRKOF Notary Public, Commission No. ay and year first Stamped) MIAMI -DADE .ms ®>� PRODUCT CONTROL NO ' CE OF ACCEPTANCE Jcld -Wen, Inc 31725 Highway 97 N. Chiloquin , Your application for Product Approval of: \ Door.Cruft "Gladiator" "Energy Saver" O/S Glazed JV /C Residential Ins. Steel Door under Chapter 3'ofthe Code of ilianu -Dade County Llovcrnin`, the use of Alternate Materials and Types c Construction, and completely described herein,, has been recommended for acceptance by the Miami-Dude County Buildin`, Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid alter the expiration date statedbelow. BCCO reserves the ri!iht to secure tl - product or material at anytime from a jobsite or manufacturer's plant for quality control testing,. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspen the use of such product or material immediately. BCCO reserves the ri`iht to revoke this approval. if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildin! Code. The expense of such testing, will be incurred by the manufacturer. Acceptance No.: 99-1007.01 Expires :•07/17/2003 TI-IIS IS THE COVERSFIEET, SEE ADDITIONAL l'.1GES FOR SPECIFIC AND GENERAL Approved: 07/17/2000 OR 97624 Internet mail address: postmaster ©huildingcodeonline -com t CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMIT JIIAMI -DA DE COUNTY. FLORID. METRO -DADE FLAGLER BUILDIN( I(UILDING CODE CO'IPLIANCF OFFIC: METRO -D.\DE FLAGLER DUILDI.( 110 WEST FLAGLER STREET. SUITE 160) MIAMI. FLORIDA 33130.156. (305) 375 -2901 FAN (305) 375 -290: CONTRACTOR 12ICE \S1 \1; \ECTIO2 1305) 315 -2527 FAX 1305) 375 -253; CONTRACTOR ENFORCEMENT* SECTIO` (305) 375.2960 IAA (305) 315.2992 PROOCCT CONTROL DIVIS1O (305) 375.290; FAX (305) 372.6)3' Raul Rodrwuez Chief Product Control Divisio This application for Product Approval has been reviewed by•the BCCO and approved by•the Building, Cod and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. p i th y :Z . 4k - ranc'Isco J. t)lllntana. R.A. Director 1 or Miami-Dade County I3uildinu Code Compliance Oti Homepage: http : / /www.huiIdingco ... )e ld -Wen, Inc. 1. SCOPE 1.1 This approves a residential insulated steel door, as described in Section 2 of this Noti Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Editi( Miami -Dade County, for the locations where the pressure requirements, as determined by Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawins 2. PRODUCT DESCRIPTION 2.1 The DoorCraft "Gladiator" & "Energy Saver' Outsvving Glazed Wood Edge Reside Insulated Steel Door w /Sidelites and its components shall be constructed in strict compliance the following documents: Drawing No S -2004, titled "Challenge Gladiator Outswing Woo( Door Double and Single Unit" Sheets I through 6 of 6 dated 12/01/99, bearing the Miami - County Product Control approval stamp with the Notice of Acceptance number and approval dz the Miami -Dade County Product Control Division. These documents shall hereinafter be refen as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door, with sidelites, shown in approved drawings. Single door units shall include all components described in the ac leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance Zvi the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri 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 -Dade County Product Control Approved ". 6. BUILDING PERiMMIT 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 the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co• (SFBC) in order to properly evaluate the installation of this system. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 of 3 ACCEPTANCE No.: 99- 1007.01 APPROVED JUL 1 7 200 EXPIRES . JUL 1 7 200 Mantle Perez, P.E. Product ' • trol Exam Produc ontroI Division Jeld -Wen, Inc. ACCEPTANCE No.: 99- 1007.01 APPROVED EXPIRES JUL 1 7 2000 j U l 1 7 200; NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been I and the original submitted documentation, including test supporting data, engineering document; no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, and the following statement: "Miami -Dade County Product Control Approved ", or as specificall 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, includ the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is r o 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 off 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 othe purpose. • 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follov by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, sh: be provided to the user by the manufacturer or its distributors and shall be available for inspection 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 o Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last Manuel erez .E. Product C Product Control Division. END OF THIS ACCEPTANCE 3 of 3 1 Examii DoorCraft Steel GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING COOE 1994 EDITION FOR MIAMI —OAOE COUNTY. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. FROOUCT ANCHORS SHALL BE AS LISTED AND SPACED AS' SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 . IMPACT RESISTANT SHUTTERS REOUIREO. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIOELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM ,DOES MEET THE WATER REQUIREMENTS IN MIAMI —OAOE COUNTY. fI ESIDENTIAL INSULATED STEEL DOQR (Common to Ail frame conditions) Door 1 enf Conslrur6on• Fr p• sheets: 24 ga. (0.021') minimum thickness, 25 ga. (0.018') minimum thickness, galvanized steel A -525 commercial Quality — AKDO per ASTM 620 with yield strength Fy(ave,) =24,600 psi. Cnre rfesinn: Expanded polystyrene with 1.0 to 1,25 lbs. density. Cnnstrurtinn• ( Steal face sheets glued to expanded veneerd s'tiles with an a wood and j b block ted reinforcement. fjnme pnstruc)inn• The hood jambs and sid4 jambs finger oin pine measuring .5625' r 1..25. The head n d side jambs ore mortised, butted and joined using (3) 7/8' x 2' wire staples. .The threshold used is an aluminum outswing bumpfoce measuring 4.625' 1'. TABLE OF CONTENTS SHEE # 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HOIZONTAL CROSS SECTIONS 1/3, 2,3 & 3/3 7 6 DESCRIPTION 4 HOIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS ANCHORING LOCATIONS & 000R MOOELS BILL OF 'MATERIALS & GLAZING OETAILS 74.5' MAX. OVERALL WIOTH ��...... 36.75' MAX. PANEL II WIOTH 'N /ASTRAGAL r Q / POSITNE NEGATIVE 0 0 DOURI F DOOR Fl FVATION 105,25" MA.' . .OVERALL WIDTH 21.8175' t 4' MAX, I MAX. 0.L.01 PANEL WIDTH 1701181E 1700R W /SI1F1 ITFS FVATION e ee•: DESIGN PRESSURE RATING wHERE WATER INFILTRATION REQUIREMENT IS NEEDED + 50.0 P5! - 46.0 PSF 36' MAX. PANEL WIDTH Cl co n 68.5' MAX, OVERALL WIDTH — 0 / E0 6' MAX. O. L.O. D D SING! E 000R w /SIQFI ITES Ti EYATION 15.5' MAX. 37.5' FRAME w!oTH 2 to b 4INGI F ROOR Fl FVATION 19.625' MAX. O.L.O. APPROVED AS COMPLYING WITH Tat SOUTH TLNIOA OURO111c CODE NT OD CY MOO'. CO;:1:19!. 01a4 Qfi CC,■Pt „1f ;CF i)(riCl 0 ce J a °o rn m O 2 2 0 0 o: ` eViLDiNC CONSULTANTS.. 1NC 613.684.3631 an: 12/01/99 SCAL N. T,S. owc. er: TJH eix. an RW • O 4W1N0 NO.: S -2004 Par 1 cr 7. 3t imm. SW ESN 10 0 r I • , . • .020" MIN. SKIN SEE NOTE /2 SHT. 7 .75" CLASS THK. cw • 1.75' MAX. PANEL THK. 00 z , — • 0 Adk 1 tn X 0 IAA pri Ar • ' 0 0 0 0 0 2 O. MIA T C .5' MIN. GLASS THK. • L CROSS— FX7FRIOR FI OPERABLE INTFRIOP SEE NOTE /1 SHT. 7 co g .020" MIN. SKIN THK. L •0 VERTICAL CROSS— SECTION .E2ar.B1128 .020" MIN. I SKIN 0 1. 75 MAX. PANEL MK. .5" MAX. GLASS MK, ILLIEBLO SEE NOTE 11 SHT. 7 2 z g X N X APPROVED AS . CO!,IPLYiNG VAN TT•IE SOUTH FLORIDA BUILDING CODE ' 0 BY PRODCT CONTROL DIVISION BU;LO., ODE. COMPLIANCE OFF:CE ACCCPTA!;CE1:0 q, 0 7 DI 6 cc 0 et 2 ( Ni d ›- • N z 3 ° c '41 N. • w •••• Z 0 tG co cc 2 0 0 0 0 Cst co 2 5 ?' BUILDINC C SULTNITS, it4C 913.684.3831 CAT t 12/01/99 scALE: 7/2" = 1 owo. Ery: TJH CliK. BY: RV/ OPARIriC S-2004 snerr or .2_ 2 0 JELD -WEN, INC, 31 725 HIGHWAY 97 NORTH CHILOOUIN, OR. 97624 PH. 54 1.783.2057 NO GATE REvIS10NS 1 6/29/00 GENE - 0i, RE'4 ION TJH BY PRODUCT: OoorCro't Steel OUTSWING woODEOGE 000R DOUBLE & SINGEL UNIT PART OR A.S5paLY HORIZONTAL / CRO5 S EG3 IONS Rui BUILDING CONSULTANTS INC. 813.884.3831 APPa0VE0 AS COMPLYING WITH THE SOUTH F OAIIA BUILOiNG COOS . OA / • , o a•r �r! 1 Pn'OCUC. OE GIYIS!011 • JU:LG.Y :G CCO( / COIPLI 1/C O7FICJ 0Att; 12/01/99 Sc 1.E 1/2" owe. BY: TJH CNK. Br: RW • OMWINC NO., S -2004 SNCCT 3 or 7 30 SEE NOTE #1 SHT. 7 .25" MAX. SHIM SEE NOTE ,9 SHT. 3 O J HORIZONTAL ('ROSS SFCTION AT ASTRAGAL. TYP • 4D 24 .15' MIN, COUNTERSINK 1.15' MIN. EMB. W r. = a O o 0 SEE NOTE #2 SHT. 7 HORI7ONTAI CROSS SFCTION AT 1 ATCH JAMR TO RUCK. TYP, 0 0 • _ ... NUNIIHMA rip 11j 0 0 z ? EXTERIOR INTERIOR NOTES; 1, SPACING FOR # 18A 1', 2 1/2 4 ", 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A 27 SEE NOTE 12 /1 SHT. 7 IS AS FOLLOWS: FROM TOP OOWN 1/2 ", 13 ", 18" & 26 ". SPACING FROM THE SAME. PLATE ANO THE OEA PLATE TO THE /8 x 2 LG. PHILLIPS FLATHEAD SCREW. .15" MIN. COUNTERSINK E 2 HORIZONTAL CROSS SFCTION AT HINGE JAMR TO RUCK, TYP 1.15" MIN. EMI?. .25" MAX. SHIM THK, II FXTFRIOR INTFRIO$ U 1,15' MIN. EMB. .25' MAX. SHIM THK, w 1n - a JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOOUIN, OR. 97624 PH; 541.783.2057 !.. .15' MIN. COUNTERSINK SEE NOTE 11 SHT. 4 4 •a - a SEE NOTE 11 SHT, 7 (Th HORIZONTAL CROSS SECTION 4 AT .1f2FIITF TO RUCK TYP cD HORI7ONTAI CROSS SFPTION AT SIOFLITE TC IINCF ,IAMA TYP .15" MN. COUNTERSINK .EZIE6L4.8 E INTFRI08 SEE NOTE 11 SHT. 4 SEE NOTE #1 SHT. 7 PRODUCT: - - -! w Steel OU ING w00 000EDGE DOOR DOUBLE & SINGEL UNIT PARE OR ASSflJ HORIZON TAB / CROS SE0 SEE NOTE #1 SHT. 4 5w BUILDING CONSULTANTS, INC. 813.694.3831 Fes— .15' MIN. COUNTERSINK NOTES: 1. SPACING FOR ITEM j33, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE JAMB• IS AS FOLLOWS: FROM THE TOP GOWN 6' k 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. AP MVO AS COMPLYING WITH THE SOUTH F 8UILOIHG C00E OArO n• I'r: :)p;;;;(DOR11Ol DIVISION ,P1:1 G 00 COOS COAIPLIANCE 7 ..CCr0LU4T PC Q. • �V-t.( /7 0 4 2 HORI7ONTAL CROSS SECTION ,4T SIDFJ 1TE TO LATCH JAMB. TYP, ar[: SCALD 12/01/99 1/2' 1 WC. Br: TJH CHK.. BY: RW 0101140 NO.: S -200 sum 4 or 7 I- r:P. 6" - -4 1 SEE OETAII • G' a • - '1 E3' a- 6 J SEE DETAIL _F._ J" • l • 1 1 4 •••; _. •:. • - • CEAIL ATTACH ASTRAGAL THROW 2CLT STRIK AS SHOWN. FRAME — r --- 90URI E 000R W /SIDE IL TES ANCHORING LOCATIONS . - •.,-- 4 . 4• APP.iOvEO As COMPLYING WITII THE sOUTy 1 O..10A 6U:1.OInG COOP ?'r _ �:CLiC .fide: OI'ris:Cll TA, L. 61 §U �^wz o o g QQ (d ? o u Roo 0 a 0 x 8 b Y co w ° 0 z z 4 ✓ SOLOING CONSULTANTS, INC 813.684.3831 arr.: 12/01/99 SCALE: N.T.S. DWG. BY TJH ONM. ef: RW OMW0NO NO.: S -2004 sNuT _5 a 6' in co SEE DETAIL "C' SHEET 5 0 0 / 3' , 36,0' MAX. PANEL. W10TH SEE OETAIL. SHEET 5 1�1 1 rY. =. —Il DQUeI F DOOR ANGHORINE: l OrAT11)NS AGA ioi 0 '1••• t G (If A7F0 000R ALOOF! 5 0 co L 4' —I 4 , 15.25' MAX, PANEL MOTH gam 51111111E MODEL S 1-6" 6' —a SINGI F SDOR W /5g2fI IIFSANCHOPINO LAYOUT j 3 3 APiaOVE9 AS COIAPITINC WITH THE S;11H 1 0610A BUIICU:C COOS 0 rl :,C04CE •" TP..OI 71FtS:071 :': U);1I: :GU r .I IPl t' N C emu U 0 w 5 8 } N 0 0 z ✓ L eun.oINc CONSULT.WTS. INC e 13.684.3e3 are 12/01/99 salt N. T.S. owo. Era TJH CNK. er: RW 011A'Y*NO NO.: S -200 smErr 6r 7 EXTERIOR INTERIOR EXTERIOR INTERIOR SE_ .NOTE /2 .5" GLASS BITE SEE NOTE 1; GLA7ING DETAIL FULL 117 ti SIDFI ❑E .5' GLASS BITE GI A7ING ()F7AU vcNT UTF .5' STEEL SPACER .25" STEEL SPACER 2 3 ` in 5 t • .125" INSULATED TEMPEREO CLASS .25' AIR SPACE .125' INSULATED TEMPERED 61AS5 .125' INSULATED TEMPERED GLASS .5" AIR SPACE 125' INSULATED TEvPE,REO GLASS tem 2 J 4 5 6 7 7A 7B 8 9 f0 1.1 12 J 4 15 16 17 HEAD JAMB (1 DESCRIPTION Mate rial HINGE JAMB (1 7/4" x 4 1 12 ) w00 1/4 x 4 1/2 ") WOO 4 x 4' BUTT HINGE 126A. (,097' MW) STEEL 19 , 1 PHILLIPS F ATHFAO W000 SCREW (HINGE TO FRA>'E) STEEL /8 x 2 1/2" PHILLIPS FLATHEAD w000 SCREW STEEL 110 x 2' PHC A'S FUT}4EAO W000 SCREW HINGE TO BUCK) STEEL 1/4' TAPCON r 2 1/8' FOR 00085 & 2 7/2' FOR SIOEUTES STEEL ITw BUILDEX TAPCON (NQA 1 96- 1226.03) OR STEEL ELCO TAPCON (NQA Y 97- 0731.18) STEEL BUMPER THRESHOLD ( 1/ "x 5/8'x5/8" ) COMPRESSION WEATHERSTRIP 0 -LON 00S -65Q EXTRUQE0 ASTRAGAL (IMPERIAL, 'ANN) /9 x 1 PHILLIPS FLATHEAD WOQO SCREW FACE SHEET 246A. (GALVANIZED .021" MIN.) FACE SHEF7 25c'A. (GALVA 1I7F0 .018" MIN.) TOP RAIL (1,67' x 1.042' WOOD BOTTOM RAIL (1.67' x 1 / 65' ) w000 SIDE STILE (1.067' 1.065) W000 ASTRAGAL THROW BOLT r,.31' x . 19.25 L. STEEL 18 x 1/2" L. TYPE AB" PANHEAD SMS STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL W000 18 ASTRAGAL REINFORCEMENT PLATE LOCATED 70P de BOTTOM OF ASTRAGAL. ATTACHED /W 15.4 8-16 X 1" PHILLIPS FLATHEAD W000 SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEAOBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL C ONC, 2J 2x W000 BUCK W000 24 DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibe, /CU. • (1, MIN, DENSITY) 25 1/4" MAX, SHIMS WOOD 26 W000 LOCK REINFORCEMENT WQQD 27 FULL LITE de. SIOELITE FRAME 001 POLY PROPOLENE 28 1/2" OVERALL INSULATED TEMPERED GLASS GLASS 29 LATCH JAMBJ1 1/4' x 4 1/12') W000 30 18 x 1 172 TEK SCREW (LITE FRAME) STEEL 31 VENT LITE FRAME 001 POLYPROPYLENE 32 J /4' OVERALL INSULATED TEIPEI#ED GLASS (VENT LITE PANELS) GLASS 33 /8 x 2 PHILUPS FLATHEAD W090 SCREW STEEL 34 BLANK JAMB ( 1 / x 4 1 /12 ) W000 NOTES: 1 . SPACING (/ 1/2' TEK SCREW) IS AS FOLLOW S ITEM FOR /30 SIO£U8 TES x 1 & FULL LITES: 'TOP de 80170M; SIDEUTE (2) SCREWS 2' IN FROM EACH CORNER. FULL LITES (3) SCREWS J" IN FROM EACH CORNER, le (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25', 13.75', 26.5', 39.375', 52.0' ANO 62.625'. 2. SPACING FOR ITEM 130 (18 x 1 1/2' TEK SCREW) I5 AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS do (1) IN THE CENTER. SIDES: J.25" FROM 70? CORNER de (3) MORE AT 10.375 ". " UV BUILDING CONSULTANTS. INC 813.684,3831 APPROVE° AS (cn1Plr1HC wax 181 GiE ( 2/01/99 SCOEH )OR10A OUIIO)HC COO( SCAL N.T.S. CAT`..‘' .. i . f • 00 ' PMC. BY; TJH Si . ! CNH. BY1 ' RW POCOUI " 1:10CE OPIISI011 OM■MO 80.1 ellnOi1W' COC•E CCi.iPI! OFFICE S -2004 o •� SNOT 7' or 7 Tools You'll Need To Install This Unit: • hammer • nails / screws • screwdriver • marking pen • silicone caulk • shims • plumb -bob • finish coat and brush • rule or measure for its application • drill framing square • level Latex caulk for areas receiving paint Important Notice : Read Before You Begin Installation CAUTION: Please remember to always transport and store the • Doorcraft door system in an upright position and to keep it dry until it is correctly installed and weather protected. Failure to follow proper installation instructions and /or failure to finish the unit promptly before exposure to weather will void warranty. Installing your new Doorcraft French door will take time and careful attention. There are no shortcuts. Follow these instructions carefully and you will have a beautiful door system that will give you years of trouble free service. - Ef ;S AP • NON .11/11P 7 ell '-7.. Hurricane Code Approved Steel French Units NOTICE: It is the responsibility of the Owner, Builder or Architect to use products which are in full compliance with applicable laws and building codes. A Copy of the Notice of Acceptance and Installation Requirements for Hurricane Code Approved Products can be obtained from the Millwork Desk where this unit was purchased. Wood Wall Construction Procedure (Block WaII See Reverse Side) STEP 1: The Opening Using your level, and your square, see how level and square the rough opening is (fig. 1 A), check for humps and dips in the subfloor . For example, the top or head and side walls of the rough opening may not be square, or perpendicular to each other. Or the rough opening might be in parallelogram shape. Still another condition to look for in your rough opening is twist. BE SURE TO CHECK ALL OF THE ABOVE BEFORE YOU BEGIN THE INSTALLATION PROCESS. All of these common problems can be compensated for by making correct adjustments on our door unit as it is installed. IMPORTANT: Your door must be installed level, square, and plumb within the rough wall opening to operate as it was designed. Start with a level sill and work your way up to the head making sure frame is plumb, level and square. STEP 2: Getting The Door Ready 1) Remove all packaging from around your door (clips or nails) on the doors that have held the doors closed during shipping must also be removed (fig. 2A). 2) Apply three liberal lines of siliconized caulking compound along the full width of the bottom of the rough opening or sub -floor using a generous amount of caulking in corners to insure prop- er seal (fig. 2B). 3) Set your door unit in the rough opening (fig. 2C), pushing in both bottom corners and sides until outside of jamb is flush with exterior sheeting. STEP 3: Measuring The Fit 1) While someone holds the door keeping the exterior of jamb flush to the exterior wall, take your long level and check to make sure the bottom is still level, and that the head jamb of the unit is level. Next, go outside and check the amount of space between the jamb and sidewall. Move the unit to allow the margins to become more even between the door and the jamb. Temporarily secure the unit by applying shims at all four corners (fig. 3A). 2) With the door temporarily held in place, push open the doors and see how they operate. If there is any sticking or binding, or if they swing shut or open by themselves, your door is not hang- ing level, square and plumb and adjustments are needed to make it operate properly. 3) If the doors are sticking or won't close properly, return to the exterior side of your door. Look for areas where there is too much space, and areas where there is too little space. Shift the door one way or the other, or lift one jamb leg or the other to even up the margins around the door. Insert shims to hold the door unit in position. 4) Push or pull the bottom of your door until the door is level vertically and square or perpendi- cular to its own unit head jamb. 5) Check the lockset holes (fig. 3B) to see that they are aligned. When everything checks out level, square, and plumb, and your door is operating smoothly, place shims at 3 more locations on each side including behind each hinge at top and at bottom to fill the margin of space between the door unit jamb and the the rough opening. And across the top of the head jamb at three equally spaced areas. Installation Instructions Continued On Reverse Side... urrican:e` Code Steel.French. Door Installation Instructions.- . Hurricane Code Approved Steel French Units STEP 4: Securing The Door 1) Secure your door unit permanently into the rough opening by removing one screw from each hinge on each side jamb of the door unit and replace with the long wood screws provided (fig. 4A). These will extend through the door unit side jamb and into the wall studs of the open - ing.(Be careful not to over- tighten and pull jamb outward.) 2) Pay special attention when shimming. Your shims must fill up the void behind the jamb at each hinge to create a solid surface behind each hinge (fig. 48). If you fail to shim properly and leave open space, the door unit will be pulled toward the rough opening - leaving larger than normal reveal at center. • Refer to local building codes for hurricane code approved securing point location drawings. 3) There are bolts both at the top and bottom of your inactive door. Check where these bolts touch the head jamb arid the bottom sill and mark it with your marker. Drill 3/8" holes (fig. 4C) at these spots, then apply the metal plate (provided) to the head jamb only. (fig. 4D) 4) Now is the time to install your standard lockset following the directions supplied by the lock - set manufacturer. 5) Lastly apply your interior and exterior trim being sure to caulk between brickmould (with sili- conized caulking) and exterior sheeting before applying exterior trim (Fig.4E). Then caulk at seam of exterior sheeting and brickmould (with latex caulking) after trim is applied (Fig.4F) to get weathertight seal. urricane : Code Approved. Steel French Door: Installation Instructions;- :'11 1 Special Instructions For Block Wall Construction Step 1 - Preparing Opening Make sure your opening is free of all debris. Check to see if sill is level. If it is not level it will be necessary to shirn the unit so that threshold is level. Check opening width and height. Opening should not be greater than 1/2" larger than the unit size. It may be necessary to add pressure treated lumber to side jamb to build out opening. Step 2 - Installing the Door Place a significant amount of silicone on the bottom sill to insure a watertight seal. Place door in opening. First center unit in opening. Next check for level and plumb. Using shims, fill in voids at top and bottom of side jamb and behind hinges. Place level on sidejamb(s) to see if they are level. While shimming, check reveal (gap) around exterior of doors and center and header. It may be necessary to adjust shims in order to position unit properly. This step is important to having a properly functioning door. Using masonry screws (tapcons), fasten the unit to the wall making sure screws are long enough to penetrate sidejamb into concrete wall. Check to make sure that reveal is still correct after installing screws and before installing trim. Next install interior and exte- rior trim. It may be necessary to trim moulding to have a correct fit. Completely caulk around unit to insure a weathertight seal. Caulk behind exterior trim before installing, and then along brick - mould and house exterior after installation. "" Refer to local building codes for hurricane code approved, block wall anchoring Materials List point location drawings. Silicone Caulk (for bottom sill) Siliconized Latex Caulk (for areas getting paint) Tool List: Tapcons (for masonry openings) Hammer 4' Level 3" screws (for wood frame) Screwgun Measuring Tape Finishing Nails Hammerdrill Prybar Exterior Brickmould (3 - 7' pcs) Framing Square Miter Saw (for trim) Interior Trim (3 - 7' pcs) , % ) / / 1 .4 v m om # I a • z © a W:ƒ Z J y / ; • ' 1 1 ! ' 3 , \ � R jI E ° ` ƒ� , . Z 1 4 � : a ` '` 4 = c 5 :a t a T.jt. � i,t 3 _� "�s 111 r t+.i.ii. ` ' ! .cm - .4,,,.1 - .4,,,.1 t*'. , . -::• �• '5� a Y. P'-' . +,: f.. 4 Finishing: a "� Il r y , �r Insert Screw Covers, provided in the packet attached to your door, over the screw heads around the glass insert. At this point, your door installation is complete except for the very important step a` :" °s a* of applying a proper finishing coat to all surfaces of your door unit. A proper finish is crucial when installing a steel or wood door. This preserves the door surface and without a proper finish your door can be damaged by the elements. Be sure to follow the manufacturer's finishing instructions Doorcraft will not be for the finish medium you choose (paint or stain) to insure its proper application. Failure to prop - responsible for any injury, damages, claims, actions or loss of any erly finish door unit will void the door unit's warranty. Troubleshooting: kind whatsoever or If you've finished installing your French door and it's not opening and closing smoothly check the whoever caused arising following: Make sure your margins are even along the head jamb, side jambs and sill of your doors. from the use or misuse If they are not, shim to shift the door so it is level, square and plumb. If your door swings open or of the information closed by itself, it may not be aligned vertically. This indicates incorrect installation. Carefully and /or instructions remove screws and repeat installation procedure. Use proper flashing around the door to prevent contained herein. leakage. Always use the recommended installation procedure for flashing. Hurricane Code Approved Steel French Units STEP 4: Securing The Door 1) Secure your door unit permanently into the rough opening by removing one screw from each hinge on each side jamb of the door unit and replace with the long wood screws provided (fig. 4A). These will extend through the door unit side jamb and into the wall studs of the open - ing.(Be careful not to over- tighten and pull jamb outward.) 2) Pay special attention when shimming. Your shims must fill up the void behind the jamb at each hinge to create a solid surface behind each hinge (fig. 48). If you fail to shim properly and leave open space, the door unit will be pulled toward the rough opening - leaving larger than normal reveal at center. • Refer to local building codes for hurricane code approved securing point location drawings. 3) There are bolts both at the top and bottom of your inactive door. Check where these bolts touch the head jamb arid the bottom sill and mark it with your marker. Drill 3/8" holes (fig. 4C) at these spots, then apply the metal plate (provided) to the head jamb only. (fig. 4D) 4) Now is the time to install your standard lockset following the directions supplied by the lock - set manufacturer. 5) Lastly apply your interior and exterior trim being sure to caulk between brickmould (with sili- conized caulking) and exterior sheeting before applying exterior trim (Fig.4E). Then caulk at seam of exterior sheeting and brickmould (with latex caulking) after trim is applied (Fig.4F) to get weathertight seal. urricane : Code Approved. Steel French Door: Installation Instructions;- :'11 1 SHAD SHAFIE, P.E. Structural Engineer 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net STRUCTURAL DESIGN CALCULATIONS WOLFE RESIDENCE 80 N.E. 94 STREET MIAMI SHORES, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92 Street Miami Shores, Florida October 28, 2002 These calculations, prepared by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E. Its use or publication shall be restricted for use solely with respect to the specific project noted above. These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. /o -jt Ft PG * S5 SHAD SHAFIE, P.E. Page 1 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence WIND LOADS (ASCE 7 -98) Building Dimensions Width = Lengh = MRH (ft.) = 13 Slope = 3.00 Bldg. Cat. II V(mph) = 146 Exposure = C MASONRY WALL DESIGN Roof Dead Load = Roof Live Load = Wall Height = Maximum Span = Overhang = %DL = wLL = 73 41 * See page 2 for wind pressures 0 psf . 0 psf Mean Roof Height Roof Slope - Inches per Foot 9 ft. 0 ft. 0 ft. Wind Speed (Roof Dead Load)(Span)(1 /2) = 0.0 pif (Roof Live Load)(Span)(1 /2) = 0.0 plf Wall Wind Load = 40.3 psf * See page 4 for calculations Use #5's @ 32" o.c. in fully grouted cells Building Parameters: Wind Normal to Ridge: C Walls: 1 Wind Parallel to Ridge: C, Roof: Windward Wall: Height G 0 P ( +0.18) P ( -0.18) Windward Wall: Height G 0 P ( +0.18) P ( -0.18) 0-15 32.6 24.5 40.7 0-15 33.2 25.1 41.2 13.0 31.6 23.6 39.7 13.0 32.2 24.1 40.3 Leeward Wall: -13.6 -21.7 -5.5 Leeward Wall: -20.1 -28.2 -12.0 Windward Roof: 0.18 Windward Roof: -0.70 14.0 Neg. Pressure -19.8 -27.9 - 11.7 0 ft -36.2 -44.3 -28.1 Pos. Pressure 2.0 -6.1 10.1 6.5-13 R -36.2 -44.3 -28.1 -0.90 0.0 -8.1 8.1 13 ft. -20.1 -28.2 -12.0 Mean (q) (psf): 0.0 -8.1 8.1 >26 ft. -12.1 -20.2 -4.0 Leeward Roof: -19.8 -27.9 -11.7 -0.50 Side Walls: -27.7 -35.8 -19.6 Side Walls: -28.2 -36.2 -20.1 Building Parameters: 1 C Walls: 1 Nor. to ridge: C, Roof: Bldg. Category: II UB C K h/L Par. to ridge: C Windward: 146 0.80 Windward: 0.85 46.3 (Fig. 6 p. 42) Leeward: Exposure: C Nor. to ridge 0.18 Neg. Pressure -0.50 Nor. to ridge 1.78 -0.34 0.18 (Tbl. 6 p. 62) Pos. Pressure 0.05 Par. to ridge 0.56 -0.50 GCpi ( -): 0.18 Sidewalls: -0.70 14.0 I: 1.00 Par. to ridge 0.32 0-6.5 ft. -0.90 6.5-13 ft. -0.90 0.88 13 -26 ft. -0.50 Mean (q) (psf): 44.9 13.0 0.82 > 26 ft. -0.30 Leeward: 0.18 -0.50 Building Parameters: 1 ASCE 7 -98 Data: Nor. to ridge: 73.0 Bldg. Category: II (7b1. 1 - 1, p. 4) Height K q (psf) Par. to ridge: 41.0 V (mph): 146 (Fig. 6 p. 34) 0-15 0.85 46.3 Mean Rf. Ht.: 13.0 Exposure: C (Sec. 6.5.6, p. 28) Hurricane Zone: Yes GCpi ( +): 0.18 (Tbl. 6 p. 62) Slope (in/ft): 3.00 GCpi ( -): 0.18 Slope (deg.): 14.0 I: 1.00 Gh (normal to ridge): 0.89 Gh (par. to ridge): 0.88 Mean (q) (psf): 44.9 13.0 0.82 44.9 SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence WIND LOADS (ASCE 7 -98) Page 2 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads In PSF) Effective Wind Area (ft`): 10 20 50 Internal Pressure Coeff. P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -53.0 -36.9 -50.8 -34.6 -49.0 -32.8 0.22 Zone 2: -89.0 -72.8 - 80.0 -63.8 -66.5 -50.3 -1.30 Zone 3: -133.9 -117.8 -111.5 -95.3 - 80.0 -63.8 Wall Pressure: Zone 4: -57.5 -41.4 -55.3 -39.1 -51.7 -35.5 -1.60 (GC,) 36.9 53.0 35.1 51.2 31.0 47.2 0.22 Zone 5: -71.0 -54.8 -66.5 -50.3 -59.8 -43.6 -0.97 (Fig. 6 to 36.9 53.0 35.1 51.2 31.0 47.2 Effective Wind Area (ft`): 10 20 50 Zone 1: GC, -1.00 GC, -0.95 GC, -0.91 GC,, 0.30 GC, 0.26 GC„ 0.22 External Zone 2: GC, -1.80 GC, -1.60 GC, -1.30 Pressure GC, 0.30 GC 0.26 GC, 0.22 Coefficient Zone 3: GC, -2.80 GC, -2.30 GC, -1.60 (GC,) GC„ 0.30 GC„ 0.26 GC,, 0.22 Zone 4: GC, -1.10 GC, -1.05 GC, -0.97 (Fig. 6 to GC„ 1.00 GC,, 0.96 GC 0.87 Fig. 6 Zone 5: GC, -1.40 GC, -1.30 GC,, -1.15 GC, 1.00 GC, 0.96 GC 0.87 WIND LOADS (ASCE 7 -98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All Toads In PSF) Page 3 Shad Shafie, P.E. 844 N.E. 98th Street Miami Shores, Florida 33138 L Rev. 506001 Masonry Wall Design Page 1 Description Worst Case Wall Design General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Design Values E 1,125,000 psi n : Es / Em 25.778 Wall Weight 55.000 psf Max Allow Axial Stress = 0.25 Pm (1- (h/140r) ^2) ` Spinsp = Allow Masonry Bending Stress = 0.33 Pm • Spinsp = Allow Steel Bending Stress : Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Summary 9.00 ft 0.00 ft 8.0 in 5 48 in 3.810 in @ Center 0.000 #/ft 0.000 #/ft 0.000 in Moment in-# 0.0 0.0 0.0 0.0 4,896.4 0.0 Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio Seismic Factor Calc of Em = Pm • Duration Factor Wall Wt Mult. Concentric Axial Load Dead Load Live Load Roof Load Rebar Area Radius of Gyration Moment of Inertia Title : Wolfe Residence Dsgnr: Shad Shafie Date: Description : 80 N.E. 94TH STREET MIAMI SHORES, FLORIDA Scope : Addition 0.0000 750.00 1.330 1.000 0.078 in2 2.535 in 354.810 in4 0.000 #/ft 0.000 #/ft 340.28 psi 495.00 psi 24,000.00 psi 240.83 psi 18,124.04 psi 4.48 psi F'm 1,500.0 psi Fs 24,000.0 psi Special Inspection Grout © Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 in np k Wind Load 0.04370 j 0.91495 0.25514 2 / kj 8.56756 Axial Bending Stresses Axial Load Steel Masonry Compression lbs psi psi psi 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.00 247.5 0.0 0.0 4.48 247.5 18,124.0 240.8 4.48 247.5 0.0 0.0 4.48 Job # 40.300 psf Wall Design OK 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Goveming Load Combination is.... Dead + Live + Wind Between Top & Bottom 0.7552 < 1.3300 (allowable) Maximum: fb /Fb + fa/Fa -or- fs/Fs 0.0000 0.0000 0.0000 0.0132 0.7552 0.0132 Shad Shafie, P.E. 844 N.E. 98th Street Miami Shores, Florida 33138 _ Rev: 606001 Masonry Wall Design Page 2 11 Description Worst Case Wall Design Final Load & Moments 1 Wall Weight moment © Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment © Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 247.50 Ibs 0.00 in4 0.00 in4 0.00 in4 0.00 in4 Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Title : Wolfe Residence Dsgnr: Shad Shafie Date: Description : 80 N.E. 94TH STREET MIAMI SHORES, FLORIDA Scope : Addition Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 6,483.92 in-# 18, 783.52 Ibs Job # 4,896.45 in4 0.00 i 0.00 Ibs 0.00 Ibs SHAD SHAFIE, P.E. Page 6 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence FOUNDATION DESIGN Wall Height (including stemwall) = 10.33 ft. WDL = WWALL = WLL = Total WDL = Total WLL = (Roof Dead Load)(Span)(1 /2) = (Wall Ht.)(68 psf) = (Roof Live Load)(Span)(1 /2) = 0.70 klf 0.00 klf 10 "x16" Footing w/ 2-#5's cont. See page 7 for calculations 0 plf 702.44 plf 0 plf 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence WALL FOOTING DESIGN PDL (Wft) P (k/ft) PTot8I (Wft) P (k/ft) q (ksf) 2.00 PF G (k) f (ksi) 3 PTot8EA (k) f (ksi) 60 P,.A (k) d (in) 7.00 Adj. L.F. Check Bearing e (ft) 0.00 g 0.65 o.k. g 0.65 o.k. Check One -Way Shear 0.70 MDL (ft -k) 0.00 B (ft) 1.333 0.00 M (ft-k) 0.00 N (ft) 1 0.70 Mwm (ft-k) 0.00 T (ft) 0.833 0.98 M Tot8l (ft-k) 0.00 A (ft /ft) 1.33 M (ft-k) 0.00 b (in) 8 q (ksf) 0.91 n (in) 12 V (k) -0.38 4V (k) 10.42 o.k. Check Bending M (ft -k) R, (psi) A, (in 0.07 1.15 0.20 0.17 0.87 1.22 1.40 0.00002 0.00180 Amin (ft /ft) 0.43 o.k. SHAD SHAFIE, P.E. Structural Engineer 844 N.E. 98th Street • Miami Shores, Florida 331.38 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net STRUCTURAL DESIGN CALCULATIONS WOLFE RESIDENCE 80 N.E. 94' STREET MIAMI SHORES, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92n Street Miami Shores, Florida October 28, 2002 These calculations, prepared by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E. Its use or publication shall be restricted for use solely with respect to the specific project noted above. These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. /4 3/_O1 Fe Pe 55W1 SHAD SHAFIE, P.E. Page 1 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence WIND LOADS (ASCE 7 -98) Building Dimensions Width = Lengh = MRH (ft.) = 13 Slope = 3.00 Bldg. Cat. 11 V(mph) = 146 Exposure = C MASONRY WALL DESIGN Roof Dead Load = Roof Live Load = Wall Height = Maximum Span = Overhang = wD L = wu = 73 41 * See page 2 for wind pressures Mean Roof Height Roof Slope - Inches per Foot Wind Speed 0 psf 0 psf 9 ft. 0 ft. 0 ft. (Roof Dead Load)(Span)(1 /2) = 0.0 pif (Roof Live Load)(Span)(1 /2) = 0.0 plf Wall Wind Load = 40.3 psf * See page 4 for calculations Use #5's @ 32" o.c. in fully grouted cells Building Parameters: Wind Normal to Ridge: C Walls: 1 Wind Parallel to Ridge: C Roof: Windward Wall: II LB C Windward Wall: h/L Par. to ridge: C Height G 0 P (+0.18) P ( -0.18) Height G P ( +0.18) P ( -0.18) 0-15 32.6 24.5 40.7 0-15 33.2 25.1 41.2 13.0 31.6 23.6 39.7 13.0 32.2 24.1 40.3 Leeward Wall: -13.6 -21.7 -5.5 Leeward Wall: -20.1 -28.2 -12.0 Windward Roof: 1.00 Windward Roof: Par. to ridge 0.32 Neg. Pressure -19.8 -27.9 -11.7 0-6.5 R -36.2 -44.3 -28.1 Pos. Pressure 2.0 -6.1 10.1 6.5-13 ft. -36.2 -44.3 -28.1 Mean (q) (psf): 0.0 -8.1 8.1 13-26 ft. -20.1 -28.2 -12.0 0.0 -8.1 8.1 >26 ft. -12.1 -20.2 -4.0 Leeward Roof: -19.8 -27.9 -11.7 Side Walls: -27.7 -35.8 -19.6 Side Walls: -28.2 -36.2 -20.1 Building Parameters: I C Walls: 1 Nor. to ridge: C Roof: Bldg. Category: II LB C K h/L Par. to ridge: C Windward: 146 0.80 Windward: 0.85 46.3 (Fig. 6 p. 42) Leeward: Exposure: C Nor. to ridge 0.18 Neg. Pressure -0.50 Nor. to ridge 1.78 -0.34 0.18 (Tbl. 6 p. 62) Pos. Pressure 0.05 Par. to ridge 0.56 -0.50 GCpi ( -): 0.18 Sidewalls: -0.70 14.0 I: 1.00 Par. to ridge 0.32 0-6.5 ft. -0.90 6.5-13 ft. -0.90 0.88 13-26 ft. -0.50 Mean (q) (psf): 44.9 13.0 0.82 > 26 ft. -0.30 Leeward: 0.18 -0.50 Building Parameters: I ASCE 7 -98 Data: Nor. to ridge: 73.0 Bldg. Category: II (Tbl. 1 - 1, p. 4) Height K q (psf) Par. to ridge: 41.0 V (mph): 146 (Fig. 6 p. 34) 0-15 0.85 46.3 Mean Rf. Ht.: 13.0 Exposure: C (Sec. 6.5.6, p. 28) Hurricane Zone: Yes GCpi ( +): 0.18 (Tbl. 6 p. 62) Slope (in/ft): 3.00 GCpi ( -): 0.18 Slope (deg.): 14.0 I: 1.00 GA (normal to ridge): 0.89 GA (par. to ridge): 0.88 Mean (q) (psf): 44.9 13.0 0.82 44.9 SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Protect: Wolfe Residence WIND LOADS (ASCE 7 -98) Page 2 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads In PSF) Effective Wind Area (ft`): 10 20 50 Intemal Pressure Coeff. P (+ 0.18) P(- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -53.0 -36.9 -50.8 -34.6 -49.0 -32.8 0.22 Zone 2: -89.0 -72.8 - 80.0 - 63.8 -66.5 -50.3 -1.30 Zone 3: -133.9 -117.8 -111.5 -95.3 - 80.0 -63.8 Wall Pressure: Zone 4: -57.5 -41.4 -55.3 -39.1 -51.7 -35.5 -1.60 (GC 36.9 53.0 35.1 51.2 31.0 47.2 0.22 Zone 5: -71.0 -54.8 -66.5 -50.3 -59.8 -43.6 -0.97 (Fig. 6 to 36.9 53.0 35.1 51.2 31.0 47.2 Effective Wind Area (ft`): 10 20 50 Zone 1: GC -1.00 GC -0.95 GC -0.91 GC 0.30 GC 0.26 GC 0.22 External Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure GC 0.30 GC 0.26 GC 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC GC 0.30 GC 0.26 GC 0.22 Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6 to GC 1.00 GC 0.96 GC 0.87 Fig. 6 Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 WIND LOADS (ASCE 7 -98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All Toads In PSF) Page 3 Shad Shafie, P.E. 844 N.E. 98th Street Miami Shores, Florida 33138 L ev. 508001 Masonry Wall Design Page 1 I Description Worst Case Wall Design General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads 1 Uniform Load Dead Load Live Load Load Eccentricity Roof Load Design Values 1 E n: Es /Em Wall Weight Max AIIow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp = 340.28 psi AIIow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Allow Steel Bending Stress : 24,000.00 psi Load Combination & Stress Details Summary 1 Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic 1,125, 000 psi 25.778 55.000 psf Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Summary 1 9.00 ft 0.00 ft 8.0 in 5 48 in 3.810 in © Center 0.000 #/ft 0.000 #/ft 0.000 in Moment in-# 0.0 0.0 0.0 0.0 4,896.4 0.0 Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mult. Concentric Axial Load Dead Load Live Load Roof Load Rebar Area Radius of Gyration Moment of Inertia Title : Wolfe Residence Dsgnr: Shad Shafie Date: Description : go N.E. 94TH STREET MIAMI SHORES, FLORIDA Scope : Addition 0.0000 750.00 1.330 1.000 0.078 in2 2.535 in 354.810 in4 0.000 #/ft 0.000 #/ft F'm 1,500.0 psi Fs 24,000.0 psi Special Inspection Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 in np k Wind Load Axial Bending Stresses Axial Load Steel Masonry Compression Ibs psi psi psi 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.00 247.5 0.0 0.0 4.48 247.5 18,124.0 240.8 4.48 247.5 0.0 0.0 4.48 240.83 psi 18,124.04 psi 4.48 psi 0.7552 < 1.3300 (allowable) Job # 40.300 psf 0.04370 j 0.91495 0.25514 2 / kj 8.56756 Maximum: fb /Fb + fa/Fa -or- fs/Fs 0.0000 0.0000 0.0000 0.0132 0.7552 0.0132 Wall Design OK 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Goveming Load Combination is.... Dead + Live + Wind Between Top & Bottom ' Shad Shafie, P.E. 844 N.E. 98th Street Miami Shores, Florida 33138 _ Rev. 508001 Masonry Wall Design Page 2 11 Description Worst Case Wall Design Final Load & Moments 1 Wall Weight moment © Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment © Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 247.50 Ibs 0.00 in4 0.00 in4 0.00 in-# 0.00 in4 Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Title : Wolfe Residence Dsgnr: Shad Shafie Date: Description : 80 N.E. 94TH STREET MIAMI SHORES, FLORIDA Scope : Addition Wind Moment © Mid Ht Seismic Moment © Mid Ht Total Dead Load Total Live Load 6,483.92 in4 18,783.52 Ibs Job # 4,896.45 in-# 0.00 in4 0.00 Ibs 0.00 Ibs SHAD SHAFIE, P.E. Page 6 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence FOUNDATION DESIGN Wall Height (including stemwall) = 10.33 ft. wDL WWALL = wu = Total wDL = Total wLL = (Roof Dead Load)(Span)(1 /2) = (Wall Ht.)(68 psf) = (Roof Live Load)(Span)(1 /2) = 0.70 klf 0.00 klf 10 "x16" Footing w/ 2-#5's cont. * See page 7 for calculations 0 plf 702.44 pif 0 pif SHAD SHAFIE, P.E. Page 7 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wolfe Residence WALL FOOTING DESIGN Poi (Wft) P (k/ft) PTCt8I (Wft) P (k/ft) q (ksf) f, (ksi) f (ksi) d (in) Check Bearing e (ft) q,„„„ (ksf) gmin (ksi { Check One -Way Shear b (in) 8 q (ksf) 0.91 n (in) 12 V (k) -0.38 4V, (k) 10.42 o.k. Check Bending M (ft-k) R (psi) A, (in 0.70 Ri (ft-k) 0.00 B (ft) 1.333 0.00 M (ft-k) 0.00 N (ft) 1 0.70 M (ft-k) 0.00 T (ft) 0.833 0.98 gr (ft -k) 0.00 A (eft) 1.33 M (ft-k) 0.00 2.00 PFTG (k) 3 FTweFA (k) 60 P (k) 7.00 Adj. L.F. 0.00 0.65 0.65 0.07 1.15 0.20 o.k. o.k. p Pmin 0.17 Amin (ft2 /ft) 0.87 1.22 1.40 0.00002 0.00180 0.43 o.k. G-ou `�illae o f Miami Shores N° 3837 JOB let Ch- ADDRESS 1 ?4'C INSPECTION S/ �� ' r TIME READY, REMARKS INSPECTOR DATE � q n y � {] OWNER'S NAME /r"1 a I K+ 6 A �G,. E. i L0� IA z„ _ NEW CONSTRUCTION T � ` ` PRESENT � ADDRESS / gc, N • �. _ i y 4 - S"C- LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) o 4 LOT I, °Z /Z BLOCK SUBDIVISION i A ✓4, r, S f� z c-s . S €e- 1 GENERAL CONTRACTOR '..- PESGo " Z- v t .b E--oZS ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. 0 IC DATE L i D_ IT— `'e PERMIT BB'S BUILDER'S BOND NO. DATE FEE S t) I ZONE REQUIREMENTS CU. FT. PLAN CUBE NZO, 7 6 CU. FT. EST. COST S /roc> DESCRIPTION ' ALTERATION k /' �_ D y� ADDITION 4, ,,,...-5 �n.TC.J) ex- L.S •X I f'1 �j i APPROVED REJECTED REFERRED TO COUNCIL 7 REASONS SUBMITTED TO PLANNING BOARD / ' / / RE- SUBMITTED TO PLANNING BOARD eePrvA / / Pro, / 17 * L,7zq 7� VS. A- REMARKS SU TO VILLAGE COUNCIL . ,,nn It- 3-a . - L W'�`f, {t& k GI142'E ci -112 CERTIFICATE OF OCCUPANCY NO. I i 1 ISSUED BY TO 1 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: W. BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE I2.- - ca.� DATE Oo� —6- NEW CONSTRUCTION T TYPE S STORIES . .. ROOF CONSTRUCTION 1 1 INTERIOR CONSTRUCTION Q, REPAIRS 7 DESCRIP ION //� // J/' I , I DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: W. BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE I2.- - ca.� DATE Oo� —6- INSPECTIONS DATE BY I INSPECTIONS DATE BY FOUNDATION S SEWER ROOF TEMPORARY SERVICE $ BEAMS & LINTELS $ POOL $ GAS FRAMING I RANGE CONN. AIR COND. SEWER FINAL I e CLEAN UP S FIXTURES SLAB SEPTIC TANK 74 / - / SLAB SOLAR HEATER TEMPORARY SERVICE DATE BY $ SEPTIC TANK RE - INSPECT BY S SEWER FEE TEMPORARY SERVICE $ SOLAR HEATER $ TUB & TOP OUT $ GAS S RANGE CONN. $ SEWER MOTORS e INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE ROUGH ING $ TUB & TOP OUT H. W. HEATER CONN S RANGE CONN. SEWER MOTORS S FIXTURES SEPTIC TANK 74 / - / _ ,/ — SOLAR HEATER FIXTURES GAS CONTRACTOR 4/1 L.(Ll -/ Cam-` 1�e...7,2 /Q . PHONE PERMIT NO. ?? `1 1 DATE /(_ is Co FEE $ as— NEW BLDG. 1 ALTERATION ( 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ROUGH ING $ H. W. HEATER CONN. H. W. HEATER CONN S RANGE CONN. $ MOTORS S FIXTURES 74 / - / _ ,/ — INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGH ING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL Z 43° FiNC BUILDING INSPECTIONS 41. fad "4 - — SPECIALS PERMITS PLUMBING PERMITS & INSPECTIONS CONTRACTOR pC .7 rte (3 _ C-07e -eI PHONE PERMIT NO. 7 1 DATE I /- loo FEE NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS APPROVAL TO POWER CO. FOR SERVICE DATE PERMIT NO. 1 DATE FEE ELECTRICAL PERMITS & INSPECTIONS BY Owner's Name and Address_ e-1 STATE OF FLORIDA, COUNTY OF DADE. ss. peared 4 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. A. 144o tfd, Date -C — No gP Registered Architect and /or Engineer___ Pen_r_ ___�, K:2!1_ Name and address of licensed contractor____ __%A ✓_�R Location and legal description of lot to be built on: Lot Block Subdivision �p Street and Number where work is to be done__ l?_J 9y# 4 State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ __2 , Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building fir,! 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 Supear and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors = ployed 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 wor such public notice or notices as are required by the Act. The undersigned agrees to employ only such subconyractors, on work to be p formed u der this permit, as are licensed by Miami Shores Village. _ Remarks ed y r` 1 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, .personally ap- -------------- - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Q , 19_4 Street _A(E 9 _ Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 regula- tions 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. Owner's Name and Address- ___g_1L1/i2. _,k ' /# Registered Architect and /or Engineer Sal r Name and address of licensed contractor 5c e Location and legal description of lot to uilt on: Lot. f 1 1 . Block _ Subdivision ih Z 41 14 .4'4 ve Street and Number where work is to be done y __ _Aota _ ! ! t State work to be done and purpose of building (by floors) t /S'� .t/44Q `• d.co" aP# l "` '.. -> �• 1 Ait? te s t. e? ok rE1404t4 2 , ,,, ^ki, -. ' 1.* / -and for no other purpose. New Building __ Remodeling Addition Repairs °"'° No. of Stories__ __1 _ . To be constructed of4A? c__ -__ Kind of foundation_ 1/14 Roof Coverings :e _l�-+G.� _________. Estimated Total cost of improvements $ --4) Alum Amount of Permit $ Zone cubage require STATE OF FLORIDA, } u . COUNTY OF DADE. P s Plan Cubage °�" Distance to next nearest building � . Size of Building Lot - f :4) I4,3 1 1 V 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 a mp o of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent ' and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employ d 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 pu • 'c notice or notices as are required by the Act. The undersigned agrees to employ only such aubcontra •rs, } wor • be performed un this permit, as are licensed by Miami Shores Village. Remarks (Sign Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.__ Date Read, Sworn to and Subscribed before me. Disapproved _________ ___ —___ Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires Date___ --_ -. � _ , l9—‘1‘2__Y Streetr__ No.__ 4 PLANNING BOARD DATE Chairman Member Member Member Member Member — Council Approved Date Disapproved __Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval bas been obtained from the Planning Board.' A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Registered Architect and /or Engineer STATE OF FLORIDA, COUNTY OF DADE. Permit No.__ — _______ Date Disapproved _________ ...... ______ Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 regula- tions 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. /fi Date_—__ — ��_ Owner's Name and Address f/fL � ( 6 No.__ B -____ Street—_ Name and address of licensed contractor `� /' Location and legal de cription of lot to uilt on: _ Lot _f _a Block Subdivision lh �.silb°? ve.s Street and Number where work is to be done 5'0 1 _ vy AA State work to be done and purpose of building (by floors) E .2 ,elAltr_ 19d s 5A lW (l ="iT -jci "Y" 6 14 4 0PA41 - and for no other purpose. New Building__ Remodeling__— Addition_ — _�� —_ — ________ Repairs v No. of Stories___________ b To be constructed of_.°h_c_____ Kind of fo ndation_ � i1_Yc"_ `e__ Roof Covering .6./i l�_ Estimated Total cost of improvements $____ _ _O__°• ________Amount of Permit $ Zone cubage required ..== __ —flan Cubage____ ____._____�_,__�__ —_ Distance to next nearest building z / Size of Building Lot 4 MI ,,, 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 a of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors emplo 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 p or notices as are required by the Act. The undersigned agrees to employ only such subcontr rs, .• wo • be performed permit, as are licensed by Miami Shores Village. Remarks (Sign mp o upplement, d by him u % c notice un this Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, appeared and who, being by me first duly sworn, upon oath deposes and says that be is the of the above described construction, that he bas carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires personally to me well known, PLANNING BOARD DATE Member _ Member _ Member _ _ Date Disapproved _ — __mate making corrections or changes to this application after approval has been obtained from Chairman Member Member Council Approved_ NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Village of Miami Shores N° 4014 JOB ADDRESS /U , 9 � G INSPECTION 9 r0 A) 6\ TIME READY REMARKS °■ tsela.m.rr ��-1 f ,mac Svc E A - 0 c�rtfv str INSPECTOR DATE - " /el Owner's Name and Address Registered Architect and /or Disapproved (Signed) umber wh D' T 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. ngineer e work is to be done BUILDING INSPECTION DEPARTMENT Name and address of licensed contractor. Location and legal description of lot to be built on: Low.../r,2 t Block Subdivision. Street and l+f °7`,a .,o A/, 9 3 State work to be done and purpose of building (by floors).... hJ_L. 41/4 ,zA,/._6 / �-- Date � Zr . 19 , . . / / e e . No a e > Street 4/ i = 9 / ` r ,// 35 /I, `a 72 /t'°or and for no other purpose. New. Building Remodeling. Addition Repairs No. of Stories To be constructed of S ^ Kind of foundation.. ry �.a.TY.c, Roof Covering OO Estimated Total cost of improvements $ ia!L?C• OO .._Amount of Permit $... -` Zone cubage required _ T .Plan Cubage Distance to next nearest building b Size of Building Lot.../ .34 3 ... - .. 7.3 -r 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 . " - `'n - -, 1/.�4 1.2 .�' ,/eS�C /Y .5) 4" ,�,. ~ / .Z 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 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such su o tractors, on . ork to .:p perfo - under this permit, as are licensed by Miami Shores Village. / - Remarks (Signed) to me well known, 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 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 cargfully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are truce , `� "--( " f L r Permit No pate Read, Sworn to and Subscribed before me. ate Notary Public, State of Florida Building Insp for My Commission Expires PLANNING BOARD DATE Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty OWNER'SAIAME Margaret T. Loehr PRESENT ADDRESS 80 N. E. 94th St. LICENSE NO. PHONE NO. JOB LO (T. OR AVE.) 80 N. E. 94t St. LOT V2 28' E 1/2 3 BLOCK SUBDIVISION Ammenderl plat Se 1 GENERAL CONTRACTOR —fast uilders Q —B ADDRESS 1130 N. W. 72nd St. 11 3 PHONE NO. . LICENSE NO. BUILDING PERMIT NO. 3290 3290 C` DATE 2 -22 -56 PERMIT FEE $ 8.00 • BUILDER'S BOND NO. 1933 DATE 2 -22 -56 ZONE REQUIREMENTS CU. FT. 0 PLAN CUBE CU. FT. EST. COST $ 4000 DRAW NGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: Read DATE 2 -22 -56 NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION ALTERATION DESCRIPTION Swimming Pool ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDAt 3 -/ - a, cll?13 te 3W z 7 TEMPORARY SERVICE BEAMS .& LINTELS 3 - 4 .-- 67,- L. A * 3 8'6( $ SEWER FRAM ING $ SOLAR HEATER $ GAS — 2 d ///�� // M > <fe %% $ $ FINAL 3 -2 S---5 ,,,,e6 L/G /gypp r.� -4/ /y RE- INSPECT BY CLEAN -UP CONTRACTOR PHONE PERMIT NO. 1 DATE FEE S NEW BLDG. 1 ALTERATION I ADDITION FEPA IRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK $ SEWER $ SOLAR HEATER $ GAS — 2 d ///�� // M > <fe %% $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS SEWER SEPTIC TANK SOLAR HEATER. FIXTURES CONTRACTOR PHONE PERMIT NO. 1 DATE FEE $ NEW BLDG. 1 ALTERATION I ADDITION PEPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES ,3— — 2 d ///�� // M > <fe %% $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN. RANGE CONN. FIXTURES & FINAL BUILDING INSPECTI PLUMBING PERMITS & INSPECTI ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY 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. Owner's Name and Address Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Name and address of licensed contractor ,fir -f Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done . 6P0 f, ' State wor to be done and purpose of building (by floors) l Vegez- Date Date l , 19`� No 1 .C) treet- ,/L-'2 .-( Read, Sworn to and Subscribed before me. Disapproved _ _ - Date Notary Public, State of Florida (Signed) ng Inspector My Commission Expires and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation (9-6 Estimated Total cost of improvements $ Amount of Permit $ Cl�> 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 Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i pection on the site of the work such ppublic notice or notices as are required by the Act. The undersigned agrees to employ only such suntractors, on, ork to be perfor e nder this permit, as are licensed by Miami Shores Village. Remarks (Signed) " c Roof Covering e-e c7, - 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 sta d are true Permit No 7 2 ' r PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fce of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NN ^� Y 0 D. I 1940 1941 /D � °'.71 p `�,, // 0' /7Yl a - - "/ f � U / MBER ! rifle ..2.2 2 0 I y _ / / of 1 _�4(o ) 1942 I /a 6-® /.2-/7-W 3c v- ( 1943 /Q D D /' ( / / Y ea - ��i ` ..ei.nL�-- 1944 /1• 46111- g ep,/i e3/3 / 'ir /...et / 1945 /a 0-6 / //S _ 4S (2 k /1 ^ 1946 /6, dr /r' 4 i k 1947 / O / -)" •CF' 9 ° ,∎•• U Q AAMA.14.: ( l $ 1 94 8 ig (' -5/ 96 �/ \J (e /g,._ q- v7 /, / b ,. It 1949 h /Z - 3/44 ' ,2- 3- /5/5i �j�J /V177 ♦i � � 1950 // 4 • // "- r 9' ? LOCATION 80 N. E. 94th Street / -- 2 '4- <'i"7 f4 e �, , ti; sA . GARBAGE TAX RECORD 80 N. E. 94th St. - YAr ee,ja annual tax period used amount paid date paid receipt # -X-199-4-14. / ) - 0 0 4 ,-- i.)- -3/-5 • , -- 5- ° R-.)--.--si /S 0 ° C /al c i" /g -41°Q. / A `. / -3 4,1 e ( 4 .\\ \ ..,„ rchitect c - ontractor Builder I- zT 3gal Lot escription ddress of </,'"! .ulding ILi MIAMI SHORES VILLAGE. FLORIDA UILDING [� LECTRICAL ❑ LUMBING ❑ PERMIT .4\ ° 3290 Contractor's License' No. OOFING ❑ ❑ Work to be perforr4 under this` Peimiti wrier of t uilding . �_3 _ • r. %2 Bi -� 4 Signed. Subdi- vision Value of Project $ DATE ? v u /14' 4 i y Amount of ,. u Permit $ ..r 195 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 application refor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ue 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations : rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work ne by his agents, servants or employees. . INSPECTOR f; 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 ortaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- :ptin�this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. / CON'ERACTOR OR BUILDER `$Y r age of Miami Shores JOB e 4 .4 S 4 ADDRESS 5' a INSPECTION cj 3 L © 4 TIME READY REMARKS 1,0 INSPECTOR DATE _ 2 2 e` N? 3819 Dilli'ge of Miami Shores JOB Lo ADDRESS INSPECTION Z c ,, �` f�? �t' TIME READY u e Pp c� REMARKS INSPECTOR DATE N? 3952 MIAMI SHORES VILLAGE, FLORIDA ;UILDING 7 :LECTMCAL ❑ DATE 195 ' LUMBING ❑ PERMIT N? 9266 Contractor's License No — GOOFING ❑ ❑ Work to be performed under this Permit a t' ?wrier of wilding r •J�'"� '� '1rchitect contractor 4. Builder .ega1 Lot )escription address of wilding B1. Subdi- vision Sq. Ft Value of Project $ Amt. 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 application terefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, frawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime 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 ;ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ,ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work lone by his agents, servants or employees. .1. Signed• 'r!q I BY 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 ,ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. n accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2002 -1988 Printed: 11/19/2002 Applicant: Owner: WOLFE JOB ADDRESS: 80 Contractor Local Phone: Parcel # 1132060130300 Signed: Signed: NE 94 AUGUST ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Fees: Description Amount FEE2002 -6552 Building Fee $190.00 FEE2002 -6554 Buildier's Bond $300.00 FEE2002 -6555 CCF $7.20 FEE2002 -6556 Radon $6.00 Total Fees: $503.20 Total Fees: $503.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 5 Construction Value: $1,200.00 Work: Enclose existing two car garage and hallway with 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. 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 application 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 the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (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 regulations 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 responisibility for all work done by either myself, my agent, servants-ecemployes. (Contractor or Builder) BY: DAIS Door'Companv, inc. • e • 0•• • • 0 ••0 • 0 0 •• 00 • • 0 0 • 0 0 • o 000 • 0 • • o o • o • 000 0 0 • 0 000 ACCEPTANCE NO: 01- 0516.03 0 • 000 AP1'IZOVrD: AUG 0 9 2001 • • • 0 0 e 0 0 0 0 • o • 0 o e o o e o •e0 • • •. e 0 0 0 EMPIRES: AUG 0 9X006 NOTICE OF ACCE : SJ;ECIr<' IC CONDITIONS •_ 0 0 • 0 • • • • 0 0 0 • •000 • • 0 0 • 0 0 1. SCOPE ••••••. • • 1 0 0 1 0 1 • • 1.1 This approves a Sectional Stect Door Is cl8scrtb&d IIISection 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. 01 -09, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation, dated 02/01/01 with no revisions, 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 Dadc County Approved Laboratory sclectcd 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 sclectcd from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to stake door panels for Dadc County under this Notice of Acccptancc. 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 Acccptancc, including two copies of the approved drawings as identified in section 2. 6.1.2 Any other document required by the 1uilding Official or the SI:13C in order to properly evaluate the installation of this system. Candid() Font, PI:, Sr. Product Control i;xaminer Product Control Division NIIAMMADE • DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 APPROVED: 08/09/2001 \\ s0450001 \pc2000 \ \ templates \notice acceptance cover page.dot • 0 ••• • • • • • 0 0 • 0 • • • 0 • • • 0 • • 0 • 0 • • • 0 0 0. 0 0 • • • 0 • 0 • 00 e 0 O 0 •• 0 • • o • o • 0 • 0 0 • • • • • • •• Internet mail address: postmaster @buildingcodconline.com 00 • • 0 • • 0 • • • • eoo • • o • • • • 0 PRODUCT CONTROL NOTW Q1 AMCCBPTANCE 0 •.. 0 • • • • 00 • o e 0 0 0 e 0 0 The expense of such testing will be incurred by the manufacturer. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MEMO -DADE FLAGI.F.R BUILDING 140 \VEST FLAGLER sTizu C. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CoN'rRACrolt I.Icr:NSINC sEc F1oN (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCI IENI' DIVISION (305) 375 -2966 FAX (305) 375 -2908 I'RODUCI' CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Sectional 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. ACCEPTANCE NO.: 01- 0516.03 EXPIRES: 08/09/2006 Raul Rodriguez Chief Product Control Division TIIIS IS TIME COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIFAV 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. Francisco J. Quintana, R.A. Director Miami -Dade County 119130ilding Codc Compliance Offce Homcpagc: http : / /www.buildingcodconlinc.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/29/2003 Applicant: C \/\. q - e SS Owner: (/ G JOB ADDRESS: 55 NE 100 Contractor CRAWFORD DOOR CO INC Local Phone: 305 - 757 -4113 Parcel # 1132060131420 Signed: In consideration of th conformity with the pla done by either myself i gned: C (INSPECTOR) Building Permit Permit Number: BP2003 -688 o ST Contractor's Address: 339 NE 69 ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 18 & E1/2 OF LOT 17 & W1/2 OF 19 Fees: Description Amount FEE2003 -2544 Building Permit Application Fee $60.00 FEE2003 -2545 CCF $0.60 $60.60 Total Fees: Total Fees: $60.60 Total Receipts: $0.00 Permit Status: Permit Expiration: 10/26/2003 Construction Value: $595.00 Work: REPLACE GARAGE DOOR Page 1 of 1 me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict , statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work ervants or employes. (Contractor or Builder) BY: AD.2 132907J 0210 NCO' 006965 DSH 60.60 • t CONSISTS OF ' 6' -6" . ,lZ 8' -0" DOOR HEIGHT , , FIVE SECTIONS DOOR 16' -0' DOOR HEIGHT R l 7' N. / - \ I \ / 7' - I \ �/ - 7' -9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" \ r 2 SECTIONS 18' / / 1 SECTION 18' 4 SECTIONS 21' 8' - 9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - V1 5 SECTIONS 18' ,8l 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" (. if - 10' - 9' 6 SECTIONS 18" 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21" 11' -3" 4 SECTIONS 18' 1 11' -6" 3 SEC11ONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21' ,8l .9I 1 SECTIONS 18' 6 SECTIONS 21' wit 7 SECTIONS 21' - 12' -6' 6 SECTIONS 18" 1 ( ) ( 11 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21' A 3 SECTIONS 18" 5 SECTIONS 21' 13' -6" . 6 SECTIONS 21' 13' - 9' 1 SECTION 18" 7 SECTIONS 21' 14' 8 SECTIONS 21' - [ _L__-_-- — 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21" 14' -g' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18" .1Z 1S' - 3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6' 1 SECTION 18" .8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18" 4 SECTIONS 21' DOOR HEIGHT CONSISTS OF ' 6' -6" 2 SECTIONS 18' 2 SECTIONS 21" '6' - 9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21' - 7' -3" - - 7' - 5 SECTIONS 18' - 7' -9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21' 8' - 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 SEC11ONS 21" - 10' - 9' 6 SECTIONS 18" 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21" 11' -3" 4 SECTIONS 18' 3 SECTIONS 21" 11' -6" 3 SEC11ONS 18" 4 SECTIONS 21" 11' -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 18" 7 SECTIONS 21' 14' 8 SECTIONS 21' - 14' -3" 6 SECTIONS 18' 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21" 14' -g' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18" 6 SECTIONS 21' 1S' - 3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6' 1 SECTION 18" .8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18" 4 SECTIONS 21' • • 0410 • • • • .• •• • • • •• .• • • • • • • • • • • • • 000 • • • • • • • • • • • 04110 . • • • • • • • • • • •• • • • • • •0• • • • • • • 00• .4141 • • • • • • •• • • • •• •0• • • • • • • • • • • • • • • • • • • ••• STEEL ROLLER END HINGE '8" SMS • LOCK 2/ DOOR 3' X 1 -1/2" X 6 -1/2' X .1" STEEL WITH (2) 114 X 3/4" SELF DRIWNG SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 - 1/2' GALV. STEEL CENTER HINGE j14 X 1/2" SMS 3 OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 1 ■ SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) 114 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS CENTER STILE OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR MAX. DOOR WIDTH 9 -4' GENERAL NOTES 1. THIS STRUCTJRE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING COD:: 1994 EOmON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBE;;MENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR :T000O. 3. ALL BOLTS, NU15 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 - A L A OPTIONAL FLUSH FACE WOOD GRAIN DESIGN Engr. DR. HUMAYOUN FAR000 STRUCTURES FUl PE f 16557 z 0 0 W N Z W H DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF 1.: ..°'.;T I f_'- :..:5 CODE I 'T; AUG x2001 — JUL 1. — :. f.cc:►1t .:o.0! — OS /6. e 4) c0 cn N t0 N 0 c ) to c 0 v 0 N 0 6 0 0 (1 11 0 CO O r7 W r) Q J ? ~ Z N Oo O z • � 0 _ to 0 - • i w 1D CD c 0 0 T 0 0 c 5 0 0 U 0 0 0 O u drawing no. 0 1 -09 (sheet 1 of 3 SECTIONAL RESIDENTIAL GARAGE DOOR GARAGE \ 01 -09DAB • STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING OPTIONAL STOP MOULDING BY DOOR INSTALLER - 3/4" MAX. 2 -1/8" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT • • • .• • • • ••• •. •. • • • • • • • • • • . •• • • • • • • • • • • • • • •• • • • • • • •• • • • • .•• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •.• ••• • • .. • • • •. ..• •• • • • • • . • • •• . • • •• • • • • • ••• •• •. • ./ #14 X 5/8" SMS 6 PER HINGE 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4" X .059' FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" O.C. 7-1/2" X .050" GALV. STEEL CENTER HINGE 1 -7/8" X 2 -5/8" X .045' ST'c 1 - CENTER STILE. GLUED AND RIV't1T_D TO PANEL W/ (4) 3/16' RIVETS _ #14 X 5/8" S.M.S. 4/ HINGE SECTION B —B INTERIOR SIDE 7 -1/2" X .071 "_ END ROLLER HINGE i FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" O.C. 3/4" X 2" X 2 -1/2' X 18 GA. SIttL (o.04cs' _END STILE. CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. EDGE DIST. .-, 1 1/4. . II 5/16" HILTI SLEEVE ANCHORS OR EQUAL - 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT & NUT 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM Engr: DR. 4UMAYOUN FAROOQ STRUCTURES FLA. PC 1 16557 JUL 1 2 2001 24 GA. SAttL PANEL 3/16" ALUM RIVETS AFF .!)7LD AS CO . 1'iIT1I THE So'i :: FLGI;!D.1 8!!110!!:3 CODE Df r._ AUG .2001 r 0/- _05/6.o3 0 0 c 0 . cu 1 0 0 0 0a 0 1 ( CO 0 W t') QJ tL U i Z F' co w cn Q)0 0 3 o p Z= to 6 csi p er_ N •0 n J 1 c 0 0. 0 m 0 ,c 1 drawing no. 01 -09 sheet 2 of 3 DOOR • SECTION HEIGHTS I ANCHORI STRUCTURE BRACKET PLACEMENTS 15T 2ND 3R014TH 15TH 81 82 1 83 84 85 86 87 B8 HEIGHT 6' -0" 18" 18" 18" 118' WA 1' 11 -3/4' 23" 34" 45" 56" 67" - 6' -6' 21" 18" 18" 21" N/A 1 " 11 -3/41 23" 34" 45" 56" 67" - 7' -O" 21" 21 21 21'N%A 1' 11 -3/4"1 23" 34" 45" 56" 67" 78 - 1/4" 7' -6" 18" 18" 18'118" 18" 1' 11 •3/4" 23" 34' 45" 56" 67' 78 -1 /4" 8' -0' 21" 18" 18 21' 1" 11 •3/4 "I 23" 34" 45" 56" 67" 78 - 1/4" SLEEVE ANCHOR SPACING ANCHORI STRUCTURE EMBED I SPACING BLOCK 1 --1/1 4 :11 1111 " 5/16" I /4 " BLOCK 1 -1/41 14" 3/8' I CONC. 11-1/41 17' 2' _ . ,. POP RIVETS SECTION A —A • • ••• • • • ••• 089" GALV. $TEFL e• • SUDS FASIED • � . W 5/16-16 X 33��// iFiE� Hj i i • M. SCREWS SC NUTS. • • • • • • • • • • • • • ••• • • HORIZONTAL REINFORCEMQ P • • • 1/2" X 1 - 3/4" X .059' FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES 'WITH • • • • • • • (2) 3/16' POP • •• 2 •7/8" X 5 ' 1'/2 "'X "3" A .1 • • • • • GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) f 14 X 5/8' S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059' FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 7/16' DIA X 3 -3/4' ROLLER SHAFT QPTIONAI INSULATIONS RY- 'APACHF PRODUCTS CQ EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.O.A. # 98- 0904.04 OR ISO -25 POLY- ISOCYANURATE DENSITY - 2.0 PCF N.O.A. # 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) # 14 X 5/8" SMS • • • • • • • • • • • MIN. .024' ROLL FORMED STEEL PANEL DRAWING OUAUTY G -40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1' S.M.S. O 48" 0.C. AND RUBBER WEATHERSTRIPPING 2 -1/2' x 4-1/4" X .1 SItt.L PLATES ••• WELDED TO 1-1/2" X 1-1/2" X .089" ANGLE •• FASTENED TO TRACK • • • WITH (4) 1 /4 -20 SS. BOLT & NUTS • •• • • • • • 5/16' X 1 -5/8" LAC SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET x 0 W 0 z Z w 0 0 S 0 W O 0 0 m N m m; 1 9 TRACK CONFIGURATION 1 -1/2" CAST ALUM. CABLE DRUM WOOD FRAME BUILDINGS STUD WAUS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WO$ D BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD 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 10" 0.C. OR 3/8' DIA. HILTI SLEEVE ANCHORS. 1 -3/4" MIN. • EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO 11C BEAMS, ALL BARS SHALL BE CONTINUOUS FROM M. BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS .4 HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" "- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10' O.C. 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. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4' 0 HEX HEAD HORIZ. TRACK SUPPORT AS RECD. BY DOOR INSTALLER MIN. EDGE M.S. Sc LOCK NUT O 12' 0.C. • DISTANCE 3..3/4' - . • TYPICAL 1 -1/4" X 2 -1/2' X 14 GA CONT. STEEL ANGLE .102" GA GALV. STEEL FLAT BRACKET ± 3" LONG 0 *12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION JUC 1 Engr•. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 0 16557 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5 /8" TRUSS HD. SLOTTED M.S. & LOCK NUT t.r: iNED AS COI.iPLYIn r'f1TII THE SPUT1 FLOM DUILDIUG CODE ; 2 001_. — ,,...: „ .ol s r :�.bl CI /1IrCF .ID �6 03 N7S O O 0 0 -J z W 0 N W z 0 0 W N r•. c 0 rU 0 0 1 0 0 0 C o O rh W M < • u. ? zul CO (n 0' IY In 6 03 cn O 3� o 0 0. 0 0 ey .c 1, 0 't7 0 ,c m rn 0 0 drawing n 01 -09 (sheet 3 of 3 )4 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer (;'T1'. TYPE pullet Appliance QTY. 1'. I Y PI'. Service Repair QT Y. A/C Central 1 -3 Ton Fan • • • • • Uhflti, Wall• Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent 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. TYPE Condensate Drain QTY. 'TYPE Generator QTY. TYPE: Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wa11/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 Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE 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 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING•RECLIVVD Y(IIJl; VAtIDATEVIERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTR TIt)M are limited to. •Mondal 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 SHAUN% KEPT FLEE O1P ' AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAIVAGED9 Y EQtJ11NCN't bjt' HICLES, 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, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement accordance with Section 713 -35 of Florida Statutes. Review the brochure at Vil1 Cho ,sing a Contractor. STATE OF Print Name Signat SEAL: e MIAMI -DADE ,' Signature of Owner wo � o and subscribe before me this 10 day of 141 11 -- • •• •• • • • •• •• • • • • • • • • • • • • • 0410 • • • • • • • • • • • • • *00 • • • • 000 • • Type of Identification Produced: Anti of N 1.4 JENNIFER JOHNSON ti0tr COMMISSION* CC 903127 EXPIRES: Jan 18, 2004 t Op0.3.NOTARY Fta. Notary Service 8 Bonding Co. • U.1.1. Personally known OR, Produced Identification STATE OF ' OR A ' OUNTY OF MIAMI -DADE Signature of Print Name Sworn to and subscribed before me this 2003 / - S� .tureof N• . ', +tc SEAL: PERMIT APPLICATION t be P I . TED AT THE JOB SITE in 11 o ' Construction Lien Law and 10 day of teJeft MUdR JOHNSON i ` MY COMMISSION it CC 903127 OF bo a EXPIRES: Jan 18, 2004 I. 8003- NOTARY Fla. Notary Service 8 Bonding Co. Personally known OR, Produced Identification Type of Identification Produced: Page 3 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 1,00 • • • • ••• • ••• • • INSTRUCTIONS: Please indicate the type of work t eir; perEormad 1nd'quantity(ies) in the space provided below. • ••• • • • PERMIT APPLICATION RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning C g p es 0OLD / ! J Address 339 A 6y 5 e, /1 /mil R- 3313F Electrical Repair .�i Mechanical Fax 7S'7 Plumbing Qualifier Name P / 0 y Fire Foundation Only Public Works Add'l Attachment Structural Add'l Detachment Building Official Other 4\42i\N fl CONTRACTOR //�� Name J/ 0 A.., co , License No. .3De 4ays.-D6y Home Telephone 30 S_ --) 7 C7 -0 B C g p es 0OLD / ! J Address 339 A 6y 5 e, /1 /mil R- 3313F ) Repair .�i Telephone - 7 co 3 Fax 7S'7 , y l Qualifier Name P / 0 y Shell Only — PROPERTY - OWNER "Name ( ci J.st f (t J d I f�C w Addre 0 N . ) 9 4 +.1' 4_ l 6 - 1A/N\ s kg fs f 1. 331 Home Telephone 30 S_ --) 7 C7 -0 B Business Telephone c--- 7 7 O -02,4-6 Fax �— 8� 2):62-1 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior ) Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other 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 • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ❑ PROOF OF OWNE/ISHIP• (Attach) •• ••• •• • • • •• ❑ HRS.? DfiiiNC6 k VXLi • • • (4 .P: : olevset • • • • • • . • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ t/ (sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) TOTAL $ REVIEWED AND PREPARED BY: 3 PERMIT APPLICATION CHECKLIST ❑ CONDO ASSOCIATION APPROVAL (Attach) D BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES ISSUING OFFICIAL 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 Step I. Job Address: •• •• • • • • • • • • • • • • • ••• • • • • •• •• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • •• • • PERMIT APPLICATION Master Permit No. w 2C / 2 '"3 permit No. • • . • • • • • • • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which mist be signed by the property cover and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate protesting rot your aklrca:orr • If reciting 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. APPLICATION BO W- 9Y s x piiA41l s 33138 Address Apt. City �� + State Q/�� Zip AA ACC-- Number Description of Work t �' i+1c_ 6P&A e � 2_ Lot Block Subdivision _ PB PG Zoning /O>ek--- sAm Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other IVA PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone A- Square Feet Value of Work Pe-5 orevrIA-L. 63 V/ Linear Feet Units Bldg Value Floors Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Telephone r . $ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 -) - 03 Time Type Insp' n (q/'j g, c641 Permit No. p ao3 " Name ; ' Address Rd /\J: FL/ St Company �Il /L %�G►L ` Phone ,),)3 I k d7 / / cia1 For Insp tor: 7 -3 —0 Name & Date Approved ► Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE ; r BUILDINGiEPARTMENT 305- 795- 2204 Building Inspection Request Date 7' ` °Q3 Type Insp'n ij 4I 4 Permit No. p ( 40i - fs9c� Name / I 6 44 Address � dE qI -fir Sf �.fDUYt�v' J)<. Y• Time Correction ❑ Re-Insp'n Fee ❑ Company Phone . 5 3 1 91317 / ✓� For Ins tor: ` .. � � Name & Date Approved Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDIlNAPARTMENT 305- 795 -2204 Building Inspection Request Date 7 - 7 - e Time a o q � 0 k) p ��3 - c7 Name 10,/ Pl _ Address 't r W Fe/ _St Company lki4 - fr . Phone , \30 ' Ana 7 J (0 .rl Y / For Ins eCtor: 7..3..83 Name & Date Approved Correction Re- Insp'n Fee ❑